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WS-15-1046 Permit NO, WS Miami Shores Village Petit Tytae: 1litll� lt1@ 10050 N.E.2nd Avenue NE p gess►Trcatrc3i'%Window/DOOf IReplac*n " Miami Shores,FL 33138-0000 rmtt Ste e tus.A►PPRE P Phone: (305)795-2204 - fiioRwA Issu+0r 4l2C1 Expiration: 11/10/2015 Project Address Parcel Number Applicant 65 NE 107 Street 1121360070380 JUAN MAkTINEZ JTRS LUIS M F Miami Shores, FL 33161-7029 Block: Lot: Owner Information Address Phone Cell JUAN MARTINEZ JTRS LUIS M PEREZ 65 NE 107 Street i -- — --- MIAMI SHORES FL 33161-7029 65 NE 107 Street MIAMI SHORES FL 33161-7029 Contractor(s) Phone Cell Phone THE HOME DEPOT AT HOME SERVIC 954-979-2137 Valuation: $ 6,293.00 _...,. _ .._.._.. Total Sq Feet: 107 Type of Work:REPLACING 12 NON IMPACT WINDOWS Available Inspections: No of Openings:12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building H Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-5-15-55407 DBPR Fee $3.30 DCA Fee $3.30 05/01/2015 Check#: 11043 $50.00 $199.80 Education Surcharge $1.40 05/14/2015 Check#: 11067 $ 149.80 $50.00 Permit Fee $220.00 05/14/2015 Check#:11067 $50.00 $0.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $249.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the prol ar authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employeF I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORSkdhat nd SWIMMING POOL wo k. OWNERS AFFIDAVIT: I certify that all the foregoing information is accuratwork will be done in com diance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractork stated. ME/ 14, 2015 Authorized Signature:Owner / Applicant / Contractor / A n date �J Building Department Copy May 14,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233869 Permit Number: WS-5-15-1046 Scheduled Inspection Date: September 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LUIS M PEREZ DE LA CRUZ JTRS, Work Classification: Window/Door Replacement 11 1 A AI IIA A CTIAIC7 ITCC Job Address:65 NE 107 Street Miami Shores, FL 33161-7029 Phone Number Parcel Number 1121360070380 Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137 Building Department Comments REPLACING 12 NON IMPACT WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False NOTE: HOUSE HAS SHUTTERS INSTALLED Inspector Comments Passed 1<9 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29,2015 For Inspections please call: (305)762-4949 Page 3 of 41 Z`11 \ T65 4 yl It 5 14G z Miami Shores Village ��T117 _95 BuildingDepartment MAY A 1,2Q1 ]BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/0 BUILDING Master Permit NoALiZ , Z42)Z� PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ELECTRIC ❑ ROOFING REVISION ❑EXTENSION RENEWAL []PLUMBING ❑MECHANICAL []PUBLIC WORKS ❑ CHANGE OF p CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L 0 -?L 5T AtiA^.A 1 Stacx't_t FL 33 t rol City: Miami Shores County Miami Dade zip: 33(G I Folio/Parcel#: t( -"ZI 36 O 03 - 03 SO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 3 U A-P�k UAAIRfi' &L�- Phone#: Address: N E L 0-4 <5 T City: A^l,4r/Al State: L 331 (01 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:71}ff k4oM dr Q`T AT 61o� VC5. Phone#: ::t 15 LL 3-5(,G SSS Address: City: At t,I"ATY-k State: &A Zip: 3d 339 Qualifier Name: �/ t�= 2.4 e l� Phone#: 4" -33L`�788' � J3B State Certification or Registration#: C(2C ®L{ /$ Certificate of Competency#: DESIGNER:Architect/Engineer: [A Phone#: Addr :,., 9.r _ City: State: Zi Val a of Work for this Permit:,$ 6�' 3 Square/Linear Footage of Work: Q 1 Typl 'of ❑ Addition ® Alteration ❑ New ❑ Repair/Replace � f Wk ❑ Demolition Descr6.t1on of Work: 0 Specify color of color thru tile: Submittal Fee$ Pe it Fee$2 • Ill CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I-1�• (Revised02/24/2014) Bonding Company's Name()f applicable) 4 Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 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$2500,the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7)days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturell es Signature 4& OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforem this The foregoing instrument was acknowledged before me this 1 b day of /q- P/L�•1_20 17 .by 9 day of A;'xQ-t L 20 (S by who is personally known to 3oYS l c= tZA-A&zq/- L wi9s.isnetsonally keo to me or who has produced as me or who has produced as identification and who did take an oath. identification aARIUSKA MORALES tirpr NOTARY PUBLIC: NOTARY PUBO ;?0 n `�; Notary Public-State M Florlda • Commission#FF 220108 My Comm.Expires Apr 13,2019 Sign: Sign: ' �4;� � Bor�sditaot�lonall�aryAssn. P L�.WRENCE M BURNETT Print: '° Print: Y'rl r7+ft MY COMMISSION#EE Seal• Seal:. EXPIRES December OB,2015 (40 -fJ1ff3 RondaNQ1svYSefwa0.0ern r�$+�r�sswu�r+s+swy»a+sa�a�s»�r,a�e�rssa�a� r�s+s+x *era®w+s�aess+ss+�seu�r�rffiws*se�r�su�rw+s�ssws�esi®ee*mssssw�awsweasste+e+�s+��s*wr+ewsm APPROVED BY 2' ) Plans Examiner Zoning Structural Review Clerk (ReWsed02/24/2014) WINDOWS DIAGRAM SHEET D Job#: l J` ,� `7 Customer: hA' Consultant: t� L� ,�� Date: �� J •••••• •see" UL AV Floor AEAA : : : : : : : . . . . . . . . . . . . . . . . . . . 0660.. :.0 Ck .00 0000 6 IT . :- � . Kitchen. �Roo Name... 0000.• Adft . Y 0000. 0000.. 0000. MaY 0 .2015: : : 0000 0000 66.00• 0000:. 0000.. • 0000.. 0 • • . . . . . - 0000 a0. :6900: . . . 0000 . . -• � . . � .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0000 . . . . . . . . . . . . . . . . �.- � 0000 : : ;f°c.��:' ' : : : : : : : : � 0000 : : :cera,,. 0000 : : � • : : . � - --- --- - _ e . . . . . . . . . � 0000 . . . . . . . . . . . . . . . . t ,: ; 0000 : : N . . . . . . . . . . . . . . . . . . . . FRONT Note: 1)indicate ist,2nd,etc Floor of house at fop of template;2)create outline of house and indicate all windows;doors,and rooms; 3)number the windows to be replaced with corresponding number from Spec Sheet Window Diagram Sheet 1 gJ 12 4 THE HOME DEPOT-AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET ••� ' •' •' .....• ....s: JOB# 8175864 ••• • .... , Name MARTINEZ � .....; ...... Location APPROVAL MULTIPLE •••••• '• Opening Corner PRODUCT APPROVED REQUIRED OPENING Window Opening WINDOW ARE ' • ' :000.. ••••• .'•"•• Location Zone ACCEPTANCE PRESSURE DESIGN PRESSURE Dimension MULLION SHUTTERS : .'. Goo :'"': 0 or NUMBER Style (+)PSF (-)PSF (+)PSF (-)PSF Wdth IN Height IN REQ. REQUIRED " ' •••• 14 4 FL 14911.21 SH 55 60 40.1 43.4 51 51 N/A NO 2 4 FL 14911.21 SH 55 60 40.1 43.4 37 37 N/A NO 3 4 FL 14911.21 SH 55 60 40.1 43.4 37 51 N/A NO 4 4 FL 14911.21 SH 1 55 60 40.1 43.4 51 51 NO 4a 4 FL 14911.21 SH 1 55 60 40.1 43.4 51 51 1x4 Mull NO 5 4 FL 14911.21 SH 1 55 60 40.1 43.4 51 51 NO 5a 4 FL 14911.21 SH 1 55 60 40.1 43.4 51 51 1x4 Mull NO 8 4 FL 14911.21 SH 55 60 40.1 43.4 37 51 N/A NO 9 4 FL 14911.21 SH 55 60 40.1 43.4 22 37 N/A NO 10 4 FL 14911.21 SH 55 60 40.1 43.4 37 52 N/A NO 11 4 FL 14911.21 SH 55 60 40.1 43.4 37 51 N/A NO 12 4 FL 14911.21 SH 55 60 40.1 43.4 51 51 N/A NO 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 YJa ° ev I z 15'2-4c, 1 OF 1 FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES - 170, 175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees Positive Negntive Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative A&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-ZO 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 16-20 46.8 50.7 62.4 6�.3. 55.4••78.5 21-30 40.0 43.4 53.4 43.7 47.4 58.6 Z1-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3 63.156.1 69.3 21-30 50.2 54.4 •66.9 54.8• 59.4 84• 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54A 59.0 72.8 31-40 52.8 57 t 3.0.4 •57.x• 62.5••7!} 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 0 65.0 0. 41-50 44.6 -8- 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 41-50 54.9 3ti14 3.1 51-50 46.3 50.2 61.8 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 51-60 56.6 MIAMf5DA E•6CouNti 67.1..�3.�. LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION •••• •••• ,•••• LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY EXAM OTHER COUNTIES EXAMPLE • • EXAMPLE OTHER COUNTIES assess- EXAMPLE • • •••••• GENERAL NOTES: Roof Slope • • • •• +s• 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND • �s�• i rf�C• • DOORS APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING •Eslginiering Seirvism-CA 84.6... CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. Iz • • • 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANA11YZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED Z5j Z4 I 5595 Orange Drive 201 ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. I DAVIE-FLORIDA 33314 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 I za jZ5 51 chi Tel:(954)585-0304 OFFICIALS. a I I MEAN ROOF 110 E-mail:Engco@AOL.com 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family /� HEIGHT tr dwellings.For building-30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft exposure B prevails in the upwind direction for a 8ja9 a �- �e°g distance greater than 2600 It or 20 times the building height,wichever is greater.Based on the FBC-HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country and grasslands.Exposure C will apply when exposure D and B do not apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 It or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-AII glazing shall be impact resistant glazing or protected with an impact resistant covering. a<=BW X 0.1 ora<=h X 0.4 APR 16 201 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH BW less or equal than BL PEDRO DE FIGUEIREDO 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) a must not be less than PE52609 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. 12/12/2014 Florida Building Code Online 7 7- AV [fig � �y/ jOu r IE AN idfti 7 g la User Registration i;urc Se= rTd / fe1 � roduct Approval r SER: Public User y Product Approval Menu > Product or Anolication Search > Application List > Application Detail SSSS ••• 'Soso' SSSS.. FL # 1-6067-R4 .. ••• •. Application Type Revision '••:•• •••• 0 ••••:. r Code Version 2010 •... ;••••; • •SSSS• SSSS Application Status rove ••••• �� SSSS.. ..:..• Comments SSSS.. Archived . . Im • SSSS.. �' • ..0000 `� •• SSSS.. i! Product Manufacturer Silverline Building Products Corp. •••• 0 • e` PIRF Address/Phone/Email One Silverline Drive North Brunswick, N] 08902 ' 732 435-1000 V ) rickw@rwbldgconsultants.com IM Nx Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email N file:///C4/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(1 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online F� Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions z oo Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received a Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report =` a Florida License PE-43409 k 5F, Quality Assurance Entity Window and Door Manufacturers Associatibll-QA ••• AW Quality Assurance Contract Expiration Date 12/31/2014 • a .... `, Validated By Ryan J. King, P.E. ••• 'x 0 Validation Checklist - Hardcopy Recei�W": ••:•.' IRV Certificate of Independence FL6067 R4 COI certificate Of Ind _nenrlPnce_nrlf •••• • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code v 1715.5.5\ , file:///CI/Users/Road%2DRunner/Desktop/Florida%2OBuilding%2OCode%2OOnline_aspx.htm(2 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online — --..... Li f Use Installation Instructions y Approve use in HVHZ: No Approved for u ide HVHZ: Yes Verified By: Lyndon F. ScTird . 43409 Impact Resistant: Yes P Created by Indepen Party: Yes Design Pressure: N/A Evaluation IV Other: When used in areas outside the 1 requiring wind-borne debris protection this produ rested by Independent Third Party: Yes srxQ complies with section 1609.1.2 of the Florida g Code and does not require an impa ant Y covering. This product mee I e Level D" and excludes "Wind Zon defined in ASTM E1996- 02. See INS .8 for any additional use limi s, design pressure ratings and installation structions. 6067.9 i. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical .. . x E Structural Beam Mullion Mullion for use with impact and non:impactai.. dow •• ••• ` "Impact" products in Masonry or Wood Openings . ... i ...... .:. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R4 II INET 6067.9.ndf• .•••• •• .... .. .. % P Approved for use outside HVHZ: Yes Verified By: Lyndon F. SchmidtyA.Zk�.43409 • •• ••. Impact Resistant: Yes 0 0.0 0•• P Created by Independent Third�Partj-: Yes• 00 006 Design Pressure: N A •••••• • 9 / Evaluation Reports . . ' M Other: When used in the "HVHZ" requiring wind- FL6067 R4 AE Eval 6067.9.ndf •• •�• borne debris protection this product complies with Created by Independent Third'Rafty: Yes•. ... ;• ••; section 1609.1.2 of the Florida Building Code and •..• ; A; does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind \ \ v Zone 4 as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. ,N file:///C--I/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(7 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online y Py :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 rq The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Florida. :: Privacy Statement :: &cessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. contact the office b ty y phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbnr.state.fl.us. I Product Approval Accepts: i Mas Disc eCh An � . IF '. � � � �� •' F' 0000 f�� • •• 0000 0000•• ... 16 • 0000•• •• • • 0000•• 0000•• • • 0 • • 00•• 0000 • 0090• •• 0900 •9•• •999• •99••• • • • • • •990• •000•• •0990• 0 • i • • 00 9.00•• 00009• file:///El/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(8 of 8)[4/23/2012 11:40:56 AM] S) � r � I MULLION SPAN MAX.=7,V—�{ • f S i>'0 0 E _ GLAZING m � PRODUCTMULLION SPAN MAX.s 74'-1 a 1 SILVERUNE DRIVE, NORTH BRUNSWICK,NJ 089M aSTRUCTURAL BEAM MULLION GLAZING log 3t PRODUCT °u ® 2724 & 2728 � GLAZING GLAZING ec 1 Pd°° PRODUCT PRODUCT GLAZING � PRODUCT •• • • • •• •••• HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CO�l�i�tlRA�qN .. � • 2723 2724 •••a•• •• • • r� GENERAL NOTES: 2728 MAX.COMBINED t?1PvABOON IS IW— - MAX.C®td181to�•• • • 1. This product has been evaluated and b in compliance with Code(FOC) DIMElQK%r*1� • • shuctural : ••• 2. When used In 14VMr, product co Verity Section 1 Z W t—��Q —bY2� W tNR4•• • • •• � comp9asvrWn Section 1604.7.2 of the FSC and does not +•••• II F • • • requke err hn2sact resistant coverirng • • •• 3. When used In areas outside the Wfir tequHing wand bow debris protection,this product comperes • ••• with Section 1609.1.2 of the FBC and does not require an impoct resistant covering.This product a • meets missiis level"D and Includes Wind Zone 4 as deW ed In ASPM E 1996. • 4. Wood bucks by others,must be anchored properly to transfer toads to the structure avert ' • be reviewed by the Md6ng Official. GLAZING [[GLAZING GLAZING GLAZING • ; •• ••• S. Mullion an embedment to base material shop be beyond wall dressing or stucco. PRODUCTDUCT PRODUCT PRODUCT • • 6. Separate product approvals for each glazing product used with these mullions must be z • •• a submitted along with this mullion product approval. a • • 7. Anchoring of each glazing product to the mullion shall be as shown In each Individual • glazing product approval 8. Any conditions not cavared in this evaluation are subject to separate evaluation. A 9. MuBon design pressure rating,see appropriate load voting table sheets as(Bled in table of contents. �__, 10.The design pressure rating of the assembly shill be the lesser of the food capacity of the mullion as determined using this approval or the design pressure rating of the Individual glazing products used. VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION 11.Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12.Matealch,including but not cmited to steel screws,that come Into contact with other dissirnfla materials sholl rneet the requirements of Section WA of the FBC. TYPICAL MULLION CONFIGURATIONS 7 OFC err m 01193112 °z Sttf si DESC # SHEENa FIr NPWN sC&s: N,T.S. I T general notes 6 2724 mullion toad labia for wood screw anchors elevation& _._ BY. 2 2723 muffin food table for concrete screw anchor, 7 2724 mullion anchor details&section details On.OHK.M tF5 3 3 2723 mullion food table for wood screw anchors 8 2728 mullion load table for concrete screw anch M im d 4 2723 mullion anchor details S section detals 9 2728 mullion toad table for wood screw anchors 2 FL-6067.8 � 6 2724 mullion teed table for concrete screw an i0 2728 mutton anchor details&section detar� 0 ��_�� a MULLION SPAN MAX. = 74' SILVERLINE 2728 MUCTRUAL BEAN MULLION LOAD TABLE(PSF) TRIBUTARY WIDTH 20" 3w, 32" 34" 36" 38- 1-40" 4r 44** 4V 48' 60" sr GLAZING "I ' -- CT 86.4 80.6 7$.6 71.1 97 RE 57.8 55.0 62.6 50.4 48.4 46.5 F 88,8 82.9 77.7 73.1 iTg-1 65.4 -62,2 69.2 56.5 54.0 51.8 49,7 47.8 91.3 $5.3 79.9 76,2 71.0 67.3 63,9 60.9 58.1 55,6 53.3 $1.1 49,2 68" 94.0 87.8 82.3 77.4 73A 69.3 65'8 62.7 59.$ 57.2 54.8 52,6 %6 GLAZING � GLAZING or W'9 90.4 84.8 791 75.3 71.4 67.8 64.6 et$ 59.0 56'5 54.2 52.1 gQ PRODUCT PRODUCT V 69.9 9'3.3 $7.4 82.3 77.7 73.8 $0.0 e8.6 63A 60.8 58.3 5519 53.8 17 62" 100.0 96.3 90.2 84.9 80.2 76.0 7Z2 683 1 66.6 $18 1 60.1 57.7 1 55,5 fiv, 100.0 99.5 93.3 87.8 82.9 78'5 74.. 71.0 67.8 64,9 62.2 50.7 57.4 68" 100.0 lou 96.6 W.8 $5.7 8t2 77.2 73.5 70.1 67.1 64.3 611 59,3 sr 100.0 100.0 99.0 9CO 88.8 64.1 79.9 76.1 72.7 69,5 66.6 03.9 61'5 w 100.0 100.0 100.0 -67--,5 92.1 87.2 8Z9 78.9 75.3 72A 69.1 66.3 63.7 L sr imo 100.0 100.0 100.0 95.6 90.8 8&1 82-0 78.2 74.8 71.7 W.8 86.2 5V 100.0 100.0 100,D 100.0 99.6 94.2 1 $9.5 86.3 $1.4 77.8 74.6 71.6 68.8 48- 10010 100.0 100,0 100.0 100.0 98.2 93.3 68.6 84.8 61.1 77.7 74.6 7-1.7- WI W2 --46- 100.0 100.0 100,0 100.0 100.0 100.0 97.3 1 92.7 88.5 84,6 81.1 77.6 74,8 4C 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.9 92.5 8e'5 84.8 $1.4 78.2 T- 42" 100.0 lmo 100,0 100.0 104.0 100.0 100.0 100.0 96.9 92.7 we 85.3 $2.0 4r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ioo.o 100.0 07.3 93.3 89.5 86.16 • • - o GLAZING GLAZING 100.0 100.0 100.0 100.0 loo'o ---io-oo 100,0 100.0 100'0 98.2-i go's e;,;Z PRODUCT PRODUCT 3r ioo.o 100.0 100.0 100.0 loo'o 100.0 100.0 104.0 100.0 100.0 100,0 95,6 34" 100.0 100,0 100.0 100.0 100.0 loo•o 100,0 loo,o 100.0 100.0 100.0 j.JAQ& loo"t • 32. 100'0 f66.6---1 1000 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 I 1 100.0 loo'o Iwo 100.0 140.0 IW.w 100.0 'o 1100 1 30" 100.0 100,0 .0 1�-o 1000 1000 00,0 100.0 106.0 olobo 100-0040 2r 100,0 loo.o 10D.0 0" 10 .0 12�2 11.1 11�0 ,000 1 zr 100.0 100l0 11010 =10D,0100OD'O 100,0 100.0 100.0 100.0 100.0- 101).0 1 00 F 140-4 100,0 100.0 100.0 100'0 100.0 00,0 100.0 100.0 10. 7�40' • • 72" TO" �11 mli0oul om LIL I INS7R-t1CTIONS FOR (!SE OFTHEMULUON LOW mam 0 : MAX, 74* 1.DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAIWANG. 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLI .0 REFERENCE • THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH I i:)N GLAZING coosee PRODUCT 3 IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF TH TABLE, LOCATE THE TRIBUTARY MOTH. AT THE INTERSECTION OF THE ROW CONTA10NOb THE • MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THEOMULUM LOAD a RATING GWEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THL*,, DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. GLAZING PRODUCT TRIBUTARY WIDTH W? + W200 0=! 2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR wo SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE 441 W2 FOLLOWING: 1, SUBSTITUTE (I FOR 1) 1/4--14 SELF-DRILLING SCREWS FOR -T 0 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT 00 APPROVAL GLAZING GLAZING 2. SUBSTITUTE #8-18 PANHEAD SELF-RILLING SCREWS SHOWN DUCT PRODUCT PRODUCT �Jul �01 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM 01 3 12 GLAZING FASTENER SPACING ALLOWED IS 6' FROM EACH END AT , N.T.S. PRODUCT =-RON THRU MULLION AND FRAME 15' O.C. MAX SPACING. 0".sr; KV CHK ft LFS z THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, bQM A MINIMUM OF 3 THREADS OF THE SELF-DRILLING - okwjw�NO.: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. FL-6067.9 BY SILVERLINE CAN BE USED IN THIS FASHION, � ° ° ° ° ° ° ° ° MULLION SPAN U4X. = 74' SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLEk"S TROUTARY W0711 PRODUCT 88.8 818 77.7 73A su al 692 56.6 64,0 Ste 49.7 47.8 57.1 64.7 SIB 60.6 PRODUCT PRODUCT w 100.0 10010 100.0 97,7 92,3 87A 83.1 7Z2 69.2 UA 63.0 w 100.0 10D.0 1000 100.0 100.0 100.0 1011.0 1000 98.6 94,4 90.4 sfis 83.6 Ir Tr 70VR-98,29.2a 68 !77 In w lco.0 100,0 i0o.0 100.0 100.0 100.0 160.0 -0yo- 100.0 11000 97.2 93.4 899 go a -41r iM (00.0 10D.0 100.0 100A 100.0 100.0 100.0 iook 100.0 100.0 100.0 low 44- 100,101 100.0 100.0 100.0 100.0 100.0 100,0 100.0 foo.0 100.0 i0o.9, Fs 42' 100.0 i0D,0 l000 100.0 100.0 i000 100.0 100.0 100.0 10D.0 100.0 10010 low w 40" 1100.0 100.0 100,0 100.0 100.0 ifto 100.0 100.0 100.0 100.0 100.0 few 100?6 Ao 30' 400.0 100,0 100.0 100.0 100.0 100.0 100.0 10010 10D.0 lmo l000 owQocJ, 100.0 0 34V 100.0 110D.0 10D.0 100.0 100.0 100.0 100.0 look IM.0 10010 100.0 100.0 10D.0 PRODUCT PRODUCT w tcoh 10010 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ioo.o 100,0 3Ir Iw.o -70-00 -15=000 100.0 100.0 110010 i0o.0 i0olo 100.0 100.0 00.0 -y" 1000 2ir 100.0 i000 100.0 100.0 10010 100.0 1100.0 100.0 IOD.0--j- 100,0 zir 100.0 '100.0 10D.0 10MO 100.0 1 00.0 100.0 100.0 low low * MULLION SPAN INWRUC37ONS FOR USE OF ME M"-N I=- TAKE,I.DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PAR17CULAR OPENING AS SPECIFIED BY THEMAX. = 74- BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). ---o"all ° 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. ° GLAZING 3- IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE� PRODUCT LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF, THE MULLION LOAD RA71NG MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. GLAZING -y PRODUCT WI + W2 TRI13UTARY WIDTH 2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR 1 -11 SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE 1. SUBSTITUTE (I FOR 1) 1/4�-14 SELF-DRILLING SCREWS FOR -T 0 THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAJ D z GLAZING GLAZING 0 1 2. SUBSTITUTE #8-18 PANHEAD SELF-RiLLING SCREWS SHOWN I I Jn IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM VAM-0 1/0,3/12 PRODUCT PRODUCT a�;t FASTENER SPACING ALLOWED IS 6' FROM EACH END AT SCAM N'T's. GLAZING Elf SECTION 1HR-U 0WILM AND ERAME 15' O.C. AM SPACING. PRODUCT on.BY. KV THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE; A MINIMUM OF 3 THREADS OF THE SELF-DRILLING cw,BY, LFS OTHER FRAME SEC77ONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. FL1-6067.9 ' 10) 012 x o r� tWOaDSCREWS 1/2" 2X MATERIAL ///---SPRUCE-PINE-FIR 1.5615" 093" — SGffi0.42 OR BEftER10ILI — a 7.675' a n 2.25"—�—2.25'—�—2.25"� � �,. j M1 �9M Q o u� 965" 2.070" 3 I I g 0 0 0 0 75' ---3.250" B ANCHOR 7O 2Xsnip U U OR TC 2X BUCK A dd �S:60 ION USING t12 X 4-1/2" \ s m WOOD SCREWS 2 n �tpy a a �Dt ••• N MASONRY - 3,192 PSI MIN. 4 1 4 X 1-3 4co.., > �y CONCRETE CONFORMING TO ACI 301 CONCRETE SCREWS ••••OR HOLLOW BLOCK CONFORMING SEE NOTE 1 • •••TO ASTM COO • •MULLION ANCHOR $RACKET 2728 (4))N 1/4'xSCRE 5." oa00 •MAT'S: 6063-T6 sFOR 10 WOOD SCREW ANCHORING SEE NOTE I •••••• w i AND LLION TO MUWON ANCHORING d o ° 00000 •• A� •• ° e ° •••• •. � • n b � I • U •••••• • •• i I F gpICHOR rD satl�Y • MA •• • 0 • —7.675" u u USING 1/4"X 1-3/4" •• 2.25"-�i�- 2.25' 2.25" CONCRETE SCREWS f f \ SEE NOTE 4 R 18 X 314" SMS ANCHOR THRDUGH 1X BUCK - - � U5dNG 1/4a X 2-4/4" CONCRETE SCREWS I z SEE NOTE 1 11 I III I11 ® MULLION U QUI a C-4 #8 x 3/4" SELF (10) #10 x 3/4" TAPPtNG SCREW SHEET METAL SCREWS MULLION WE-01 03 I2 b MULLION ANCHOR BRACKET 50-2728 NOTE.. N.T.S. MAT'S: 6063-T6 ANCHOR MULLION TO MUL!ICtN 'all. KV FOR CONCRETE SCREW ANCHORING 1. SCREWS ARE 1/4" ITW BUILDEX CONCRETE cwa.BY: LFS BASIC MULL82H SEWM ANCHORING SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1147, mamo 2728 BRACKET SHOWN A MINIMUM EDGE DISTANCE OF 2-1/2"AND A MINIMU44 FL-6067.9 CENTERUINE DISTANCE OF 2-1/4". e �� W $uiblsnk Ci i;K ltants, Inc. seeB Cortsultin$arjctFngtne;ri*Servlceltj the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional En•ineers Certificate of Authorization No.9813 • • • • • •• •• • • • •• • • • • • • •- • • Product Evaluation Report Report No.: FL-6067.9 R4 Date: January 19,2012 , Product • • • • • • • • • Category Sub Category Idljn�ii►a•Ctt;reg :•• • •• Product Name Silver ine Buil ing roducts Structural Beam Mullion Window Mullions 1 SilverLine Drive Series 2723,2724&2728 North Brunswick,NJ 08902 "Impact' 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 based on Rule Chapter No.9N-3,Method 2 of the State of Florida Product Approval, Department of Business&Professional Regulation. 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. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code including the"High Velocity Hurricane Zone" (HVHZ). 2. When used in the"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. When used in areas outside 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 excludes Wind Zone 4 as defined in ASTM E 1996. 4. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Mullion design pressure rating,see appropriate load rating table sheets as listed in table of contents of drawing FL-6067.9. 10.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. 11.Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12.Materials,including but not limited to steel screws,that come into contact with other dissimilar materials shall meet the requirements of Section 2003.8 of the FBC. 13.See drawing FL-6067.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 05-1014-1 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab., Inc. Wendell W.Haney,P.E. 2. Drawing No. Prepared by Signed&Sealed by No. FL 6067.9 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. Mullions(per FBC 1715.5.5) RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by Window&Door Manufacturers Association,certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 PF 1245 2/2/2012 Sheet 1 of 1 Florida Building Code Online �Ajmm f N-W77W77,77, M6 Ausine�s F 9, 0 IWIj nal Reg k1l,is NNE,, �'� Sum n r1 ... ................. lusgi Registration Sem V011 1, roduct Approval SER: Public User F Product Aooroval Menu > Product or Adnlication Search > Aodlication List > Applicatio4CO&MI 11 • rge" FL # 6067-R4 the Application Type Revision Code Version 2010 P n'4 WEApplication Status rove IF Comments Is- IN IN Archived E3 a, Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 ,q 011111" (732) 435-1000 "50 w-1111 (ickw@rwbidgconsultants.com "ka Authorized Signature Craig Calderone 'D s rickw@rwbldgconsultants.com V- inal Technical Representative Address/Phone/Email Y11 0 file://XI/Users/Road0/02ORunner/Desktop/Florida%2OBuilding0/02OCode0/0200nline_aspx.htm(1 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online i q Quality Assurance Representative T Address/Phone/Email , L Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received 2F Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. ; •••••• ••••;• f developed the Evaluation Report \ re„ Florida License PE-43409 •••:•• • ` $ •••••• p _ Aa �•.• •••• Quality Assurance Entity Window and Door Manufacturers Associatlgq-QA • "®R •..... ..... Quality Assurance Contract Expiration Date 12/31/2014 ••••• • y Validated By Ryan J. King, P.E. Y 0 Validation Checklist - Hardcopy ReceivedISUIS • • Certificate of Independence FL6067 R4 COI certificate Of IndeDendence.Ddf •• • 1K k Referenced Standard and Year (of Standard) , �e Equivalence of Product Standards Z Certified By Sections from the Code 1715.5.5 HP JUNE, : a file://tCl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(2 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online 5 L� f Use Installation Instructions Fi l F Approve ` use in HVHZ: No FL6067 R4 II INST 6067.8.odf '` 4 Approved for u ide HVHZ: Yes Verified B Lyndon F. Schm' . 43409 lllV r5 Y� Y Impact Resistant: Yes Created by Indepen ird Party: Yes Desi n Pressure: N/A 9Evaluation its Other: When used in areas outside the ' " requiring wind-borne debris protection this produ rested by Independent Third Party: Yes - ,. ' complies with section 1609.1.2 of the Florida g WWI Code and does not require an impa ant s covering. This product mee I e Level D" and As excludes "Wind Zon defined in ASTM E1996- :. 02. See IN .8 for any additional use limi s design n pr ratin s and installation 9 P 9 structions. •••••0 :- ,. 6067.9 L Series 2723, 2724, 2728 Extruded Aluminum Clipped H4rjaogtal antM*oical ... :. Structural Beam Mullion Mullion for use with impact anc#4,orq�simpact window "Impact" products in Masonry or Wood Qpttflogs • \ .... •s•• ••• .• ' Limits of Use Installation Instructions 2-10009e• *0 '• £ Approved for use in HVHZ: Yes FL6067 R4 II INST 6067.9.ndf,„• .• lw, A roved for use outside HVHZ: Yes ., .:. PP Verified By: Lyndon F. Schmidt, P.E. 434Qj„0, Impact Resistant: Yes Created by Independent Third:Part : Yes• . ..: Design Pressure: N/A Evaluation Reports 00 •• :•: • •a • Other: When used in the "HVHZ” requiring wind- FL6067 R4 AE Eval 6067.9.ndf € borne debris protection this product complies with Created by Independent Third Party: Yes \a section 1609.1.2 of the Florida Building Code and \ ` does not require an impact resistant covering. This I product meets "Missile Level D” and includes "Wind 26 y i Zone 4" as defined in ASTM E1996-02. See INST ySIX `� 6067.9 for any additional use limitations, design o pressure ratings and installation instructions. \ \\ t z ._,.,mss: ... ..... . file://fCl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%2OOnline_aspx.htm(7 of 8)[4/23/2012 11:40:56 AM] Florida Building Code Online `� :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 ,, cN rsi The State of Florida is an AA/EEO employer. Oonvriaht 2007-2010 State of Florida. :: Privacy Statement :: � �� Accessibility Statement :: Refund Statement i � Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(c�dbnr.state.fl.us. Product Approval Accepts: •••• . . .... ...... Mas Disc eCh A •• • • . ... •• •• • •••••• • • • • • •••••• file:///Cl/Users/Road%20Runner/Desktop/Florida%20Building%20Code%20Online_aspx.htm(8 of 8)[4/23/2012 11:40:56 AM] "Smb i-MULLION SPAN MAX.=74'-j m �i GLAZING w �� X n AI1 d e f'<"eJ l l c c:l m pl a t1'•.- PRODUCT MULLION SPAN MAX. 74'-1 1 SILVERUNE DRIVE, NORTH BRUNSWICK,NJ 06902STRUCTURAL BEAM MULLION • GLAZING t ,; 3 PRODUCT •• o ® 2724 & 2728 v GLAZING GLAZING va • • •• •�y�.as • • • ' PAIN' PRODUCT PRODUCT v • �S • v • • • GIAZft� 00 0 004 000• PRODUCT•••• Z i• 09: ILO-0 a •• • }• •• HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION 0=1141TlON �•• �•� `• •• 2723 2724 •• •• • '' ••• • 2728 MAX.•..•. • GENERAL NOTES: MAX COAi81htED DIM514"IS 104 — •• •• • •:• ti 1. This product has been evaluated and Is in compliance with Code(FBC} • • • • shucturd requaements htcludrtg the-ftVelocity Hurdoarrs Zone. PLWI W2 W1 i •• ••• 2. When used 1n the°NVHr,this product complies with Section 1609.1.2 of the FBC and does not • • • • require an Impact resistant cover. � •• 3. When used In areas outside the 14VHr rectliiring>vfnd bome dmfs protection,this product compiles � with Section 1609.12 of the FSC and does not require an impact resistant covering.This product a meets missile level 17 and Includes Wind Zone 4 as deflned 1n ASTM E 1996ch . 4. Wood bucks by others,must be anored to transfer loads to the structure atid be reviewed by the RuUoYng Oftlo al GLAZING GLAZING GLAZING GLAZING GLAZING N 5. Mumon anchor embedment to base mateflct sholl be beyond wag dressing or stucco. PRODUCT PRODUCT PRODUCT y PRODUCT PRODUCT 6. Separate product approvals far each glazing product used with these mullions must be o submitted along with this mullion product approval. p 7. Anchoring of each gladrtg product to the mullion shall be as shown in each individual glazing product approval. 0 S. Any conditions rat covered In this evaluation are subject to separate Uxiineertng evaluation. 4. Mullion design pressure rating,see appropriate toad rating table sheets as listed In table of contents. � 10.The dot pressure rating of the assembly shall be the lasseraf the toad capacity of the mulSon as z � determined using this approval or the design pressure rating of the individual glazing products used. VERTICAL MULLION CONFIGURATION VERTICAL MULLION CONFIGURATION � i I.sounding box dimensions for geometric hansom shapes must be equal to or toss than the rectangular from dimensions shown herein. a 12.Materials,ials shall meet the not orrifteahem to steel Section that came Into contact with other TYPICAL MULLIONCONFIGURATIONS materials stdrS meet the requrremenfs of Section 3.b of the FBC. � TAKEOFCONMMoar 01103112 s SK1176 CR RON SHEEi°0 DESCAUNM iT etevation&general motes 6 2724 mi f*n tood ioble for wood screw anchors state N.T.S. er R 2 2723 mullion load table for concrete screw ant . KV 7 2724 mufflon onchor detals&section detail 3 2723 mullion wscrew on toad table for rood screw anchors 6 2728 mullion toad table for concrete screw anchors ii;i c�V Ltd 4 2723 muRoin anchor details&seclion details 9 2728 mullion load fable for wood screw anchors FL-8067.9 5 2724 mullion toad table for concrete screw on 10 272$mullion anchor detach&section details a sHwtt or 0 MULLION SPAN SILVERLINE2728 MUCTRUAL BEAM MULLION LOAD rABLE(PSF) RY WIDTH 30" 32" 34, 36" 3W j 40" 42- 44' 4W' 4r 50- 62" GLAZING 71.1 . T __.8 - - -�l 7 72 PRODUCT 86.4 80.6 76.6 60�6 $7.6 55.0 52.6 50.4 48.4 4U 88.8 82.9 77.7 73.1 69.1 65.4 62.2 69.2 56.5 54.0 51.8 49.7 47.8 'e. 91.3 155.3 79.9 76,2 71.0 67.3 63.9 60.9 58.1 55.6 63.3 $1.1 49.2 68" 94.0 87,8 82.3 77.4 _73.1 69.3 65.8 62.1 -W-8 57.2 54.8 52-13 50'e 1 l4p 61.8 59.0 56.5 54-2 52-1 72" m7or. GLAZING GLAZING 86" 98.9 90.4 84.8 79.8 75-3 67.8 64.6 PRODUCT PRODUCT 64" 99.9 93.3 87.4 82.3 77,7 73.6 $9.9 66.6 63.6 60.8 58,3 55.9 $3.8 fir 100,0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 65.5 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 67.4 sr 100.0 100,0 96.5 90.8 85.7 $1.2 77.2 73.5 70.1 87.1 64.3 613 50.3 Sir 100.0 100.0 $9.9 94.0 88.8 64.1 79.9 76.1 72.7 69.5 66.6 63.9 616T7 • S4" T-- -- ---- oo.o 100.0 100.0 97.5- 92.1 87.2 szo 7819 75.3 72.1 69.10 e*.3 63.3b a D L or 100.0 100.0 loo'o 1100.0 95.6 90.8 86.1 82.0 78.2 74.8 71.-f-..-68.1 66.2. f. • SO" 9o4.0 100.0 100.0 100.0 99.6 1 94.2 1 $9.5 85.3 $1.4 77.8 74.6 71.6 6"*a O 48" 100.0 100.0 100.0 100.0 100.0 98.2 93.3 68.6 $4.8 81.1 77.1 014.0 71.1 WI W2 71 46- 100.0 100,0 100,0 100,0 100.0 100.0 97.3 92.7 88,6 $4.6 81.10 0 0*7W.0 74,8 4,r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0.9 92.5 $8.5 $4.8 0*O_V.4 78. T 42" 100.0 100.0 100.0 100.0 100.0 14o'0 100,0 100.0 96.9 92.7 88.89 85.4 8210 • 100.0 100.0 IDO.0 100.0 100,0 100.0 lft() 100.0 100.0 07.3 93.3 *9,5 86. • GLAZING GLAZING • 38" 100.0 100.0 100.0 100.0 100.0 06.0 100.0 100.0 100.0 100.0 98,E 0 0 ON* em o PRODUCT PRODUCT • 36" 100.0 100.0 100.0 100.0 1 lloo.o 100,0 100.0 100.0 100.0 100.0 100.2 als 9 • 34" 100.0 166,6 100.0 100.0 100.0 100.0 1100'0 100.0 1 100.0 100.0 100.0 1100'0 100.0 -To--ioo.5 loo.5 100,D 100.0 100.0 100.0 100.0 10D.0 --To-o 32" Two oo .0 I -UN-, 30" 100.0 100'0 100.0 100.0 100,0 100'0 100,0 100,0 100.0 100.0 1100A 10010 106.0 • W "I 2r 100.0 100.0 100.0 100.0 10010 100.0 100.0 100.0 -T000 26" 100.0 10010 Ino lon 100.0 10-00 --T0-0o loo.0 iDD.0 100.0 1100.0 *low 100.0 100 10 24" 1 100.0 100.0 1010 Ifto 100.0 100.0 100,0 100.0 900.0 lao 100.0"W-17'7w- imik • W.0 I SPAN INS M- ClIDUS FOR USE OF THE MULLION LOAD TABLE, 00 m MAX. = 74- 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2 FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. GLAZING PRODUCT 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSEC770H OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY MOTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE T- Ix GLAZING PRODUCT TRIBUTARY WIDTH = WI +2 W2 -L. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR I SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE ------- - W1 W2 FOLLOWING: ag ti 1. SUBSTITUTE (I FOR 1) 1/4'�-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT - -TO 0 P GLAZING GLAZING ROVAL, 2. SUBSTITUTE #8-18 PANHE4D SELF-RILLINC SCREWS SHOWN PRODUCT PRODUCT GEI IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM GLAZING FASTENER SPACING ALLOWED IS 6' FROM EACH END AT N.T.S� PRODUCT SECTIONs'0ON THRU MULLLQU AND FRAME 15'O.C. MAX SPACING, On, , I m ft LFS THIS SEC770N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; WM A MINIMUM OF 3 THREADS OF THE SELF-DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION, BY SILVERLINE CAN BE USED IN THIS FASHION. FL-6067� L-AL IL-A MULLION SPAN MAX. = 74' SILVERLINE 2728 SrRUCrRUAL BEAM MULLION LOAD TABLE LF!SF) TRIBUTARY W101W GLAZING 36. 42. 2r 3q, 3r 3C 38- 4V' 4r 44" 46" 3 PRODUCT - x, 88.8 82�8 77.7 73A $9.0 66.4 $2.1 59.2 66.6 54.0 61.8 49.7 47.8 S3.8 V.6 82.0 77.2 72.0 69.1 66.6 62'5 69.7 67.1 54.7 Sig 80.6 99.2 92.6 86�8 81.7 77.1 73.1 69.4 ee'l 63.1 60.4 67.8 56.6 53.4 6r 100,4 98A 92,0 86.6 81.8 77.S 73.6 70.1 6&$ 64,0 61.3 58.9 56.6 OWING GLAZING 6v 10D.0 100.0 07.6 91,9 $6.8 82,2 78.1 74A 71.0 6119 66.1 626 60.1 PRODUCT PRODUCT w 100.0 100.0 100.0 97.7 92.3 $7.4 nj 79.1 75,5 722 69.2 66.4 610 & or look 10D.0 150.0 74-010 98.4 93.2 as's 84,3 8D.6 7ZO 73.8 70'e 68.1 60" 100.0 100.0 100.0 100.0 io().O 99.6 94.9 90.0 86.9 82.2 7U--76-.6 72.7 59" 100.0 100.0 10010 100.0 100.0 100.0 100.0 96.3 92.0 N.0 84.3 80.9 _77A w 100.0 10D.0 loo.o 100.0 100.0 900.0 100.0 100.0 98.6 04A 90.4 $a's 83.6900 w 100.0 100.0 100.0 100.0 140.0 100.0 lMo IWO 100.0 100.0 97.2 93.4 LI ar 100.0 100l0 100.0 ---100.0 100.0 100.0 100.0 loo'o 100.0 100.0 loo.o • 1004 9618- 60" 100.0 100.0 100,0 loMe 100.0 700.0 100.0 100.0 106.0 100.0 loo�o •ioaffl too.1p 48" 100A 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1010 100.0 IDO.0 u4q. 1 . * a 0 Wl W2 41r 100.0 1-100.0 10D'0 100'0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 *0.0 10D.0 4r 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 10D.0 4r 100.0 ioD'o loo.o 100.0 100.0 100,0 100.0 look loo'o 10D.0 100.0 o"o too, 4V 100.0 00.0 100.0 10D.0 100.0 100.0 100.0 100.0 1004 100.0 IOU 0 loo.ip i0p.0 2 72, -g 7v 2 q 1171 'o 0().0 ).o loo-c' '01.0 GLAZING GLAZING 3r 100.0 100.0 100.0 100.0 Ifto 100.0 10D.0 i0o.0 1W.0 100.0 100.0 llw�o 36' ioo.o look 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Imlo 100.0 "f# Ifto PRODUCT PRODUCT io, 3v 100.0 140.0 100.0 100.0 100.0 ioo.o 101.0 100.0 100.0 100.0 iooT •100.0i lot.*0 0 0 3r 1004 1 00.0 100.0 100.0 ino 100.0 1 100.0 100.0 1 100.0 10D.0 100.0 .0 --175r- 3V 100.0 1 foo'o 100.0 400.01 00.0 100.0 100.0 100.0 100.0 waib 10010 Q. 2r 100.0�7iwo "loo-101--.000 i00. OLOO,05 loo� I o 24r 1(0.0 -100.0 1,2w�20 0 O.'D iw.o 100.0 140.0 1()o.0 3*0 • 24' 100.0 100.0 100.0 100.D 100.0 100.0 1 100.0 100.0 100.0 imo lori *I?NSTRUCTIONS FOR USE OF THE MULLION LOW TABLE: MULLION SPAN I.DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE MAX. - 74' BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN, REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. GLAZING 3- IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, PRODUCT LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. En THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. GLAZING -u- PRODUCT TRIBUTARY WIDTH WI +2 W2 u FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING. GLAZING u WI W2-------- 1. SUBSTITUTE (I FOR 1) 114��-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT' 0 a -T APPROVAL GLAZING GLAZING 2. SUBSTITUTE #8-18 PANHEAD SELF-R#LLING SCREWS SHOWN PRODUCT PRODUCTIN THE INDIVIDUAL OWING PRODUCT APPROVAL THE MAXIMUM mm OP/0.3/12 w FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SC&L. ME& d GLAZING Zit SECTION THEY MULLION AND FRAM 15' D.C. MAX SPACING. 2 PRODUCT M.sy, KV THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, NOTE. A MINIMUM OF 3 THREADS OF THE SELF-DRILLING ew,BY., DFS-- OTHER FRAME SEC77ONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION, mum"04 rt BY SILVERLINE CAN BE USED IN THIS FASHION. FL-6067.9 a 12 x n (10) #SCREWS 112" 2X MATERIAL �y SPRUCE—PINE—FIR 9.5695" .093, SG-0.42 OR BETTER cy "` 7.675, 2.25" —►�°— 2.25,— o—2.25, I I m _ > ; 0 0 gm 375" 965" 2.070" I I I 3 $ r 0 0 0 0 I I A. AI�=B TO 2X STUD u U M a I d $ c OR TO 2X BUCK c 2728 MULLION USING #12 X 1-912" \ 5� MAT'S: 6063-116 WOOD SCREWS • • ••�•• • •• •• cuav MASONRY — 3.992 PSI MIN. (4 9 Q X I-3 Qi•• •• +�J ••• • ••• i• CONCRETE CONFORMING 70 ACI 309 CONCRETE SCREWS N OR HOLLOW BLOCK CONFORMING SEE NOTE 9 • •• • i •e TO ASTM C90 • ••• • • MULLION ANCHOR BRACKET 2728 (4) 1/4, x 2-1/4- a b ° i• • ••• • • CONCRETE SCREWS. g • MAT'S.- 6063-76 SEE NOTE I ••°•• a m (� • FOR90 WOOD SCREW ANCHORING s °.•. • . ••• • c AND MLLION TO MULLION ANCHORING o •y.• ,_ c: � • wig•• 1 I • • • � �— I it °gym a••• � I i MCHOR TO MASONRY 7.675, U u USING 114"X 1-3/4, 2.25` 2.25, 2.25, CONCRETE SCREWS i \ SEE NOTE I y +r� #8 X 314" SMS ANCHOR t Ix 13U tS — f USING 9 4 X 2-1/4" — CONCRETE SCREWS SEE NOTE 1 II i o N III !II d a MULLION �I m cv #8 X 3/4" SELF 00 0 (10) #10 X 314" TAPPING SCREW �ff:D9 O3 I2 z SHEET METAL SCREWS MULLION 'a =FOR NCHOR BRACKET 50-2728 N.rs. AT'S: 6063—T6 ANC_HOR MULLION TO MULL � KV RETE SCREW ANCHORING 9. SCREWS ARE 1/4" TTW BUILOEX CONCRETE �,;T LFS BASIC MULLION $RACKET ANCHORING SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-114,, OPAMO�p 2728 BRACKET SHOWN A MINIMUM EDGE DISTANCE OF 2-112"AND A MINIMUM FL-6067.9 • CENTERLNNE DISTANCE OF 2-114,. stir 1R ova �s R W :••• T fpildeijgeronsultants, Inc. B0 CcrosulAng attd n ineeriflg Services for the Building industry C • •ps • e • ••e P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product • • • • • • • • Category Sub Category •• :•INa Nuffi culler :• •e Product Name • 0%ilveTURe Building I1rob c-ts•• Structural Beam Mullion Window Mullions 1 SilverLine Drive Series 2723,2724&2728 North Brunswick,NJ 08902 "Impact' 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 based on Rule Chapter No.9N-3,Method 2 of the State of Florida Product Approval, Department of Business&Professional Regulation. 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. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code including the"High Velocity Hurricane Zone" (HVHZ). 2. When used in the"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 3. When used in areas outside the"HVHZ"requiring wind bome 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 excludes Wind Zone 4 as defined in ASTM E 1996. 4. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official. 5. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each glazing product to the mullion shall be as shown in each individual glazing product approval. 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 9. Mullion design pressure rating,see appropriate load rating table sheets as listed in table of contents of drawing FL-6067.9. 10.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. 11.Bounding box dimensions for geometric transom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12.Materials,including but not limited to steel screws,that come into contact with other dissimilar materials shall meet the requirements of Section 2003.8 of the FBC. 13.See drawing FL-6067.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 05-1014-1 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab., Inc. Wendell W.Haney, P.E. 2. Drawing No. Prepared by Signed&Sealed by No. FL 6067.9 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. Mullions(per FBC 1715.5.5) RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by Window&Door Manufacturers Association,certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 PF 1245 2/2/2012 Sheet 1 of 1 Florida Building Code Online MIN a, r t? Ow Oilw, Ar °y' , AW/ Hot Submit Stats , FBC BCIS y CIS Home ILog In User Registration Q Topics Surcharge & Publications Staff Site o Links 0 Search 0 I eFacts Map ,A//"",, ` II - Product Approval SER: Public User Product Approval Menu > Product or Application Search > Application List > Applicatio%p•401 •..• : .•••;• k �Ct f't • ...•.. . :0060. FL # FL14911-R6 • R � a Application Type Revision •••••• •• ••• "r .• •. • •••••• z Code Version 2010 • ,z Application Status Approved . . . . ...... 1 :...% ° Comments . ...... Archived ❑ •. • „R�... Product ManufacturerSilverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com °. Authorized Signature Vivian Wright r rickw@rwbldgconsultants.com SRI,._w Technical Representative Craig Calderone K file://!Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(1 of 11)[7/18/2014 8:52:57 AM] Florida Building Code OnlineNE 77 ` Address/Phone/Email 1 Silverline Drive TP North Brunswick, NJ 08902 (732) 435-1000 ;y y CraigCalderone@silverlinewindow.com gyp Quality Assurance Representative � ��PIP , Address/Phone/Email v � Category Windows POP`, Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architector•a •••••• ',A Licensed Florida Professional Engineer Ineer ••• .• ;•; •, z 000000 99 9 0000.. , ,a D Evaluation Report- Hardcopy Receive•;.. 0 0090.. 0000 9.9. 9 . •9999• •999• •999• � Florida Engineer or Architect Name who Lyndon F. Schmidt P.E. ' developed the Evaluation Report •9'99• 0 9999• •9999• y .99999 9 0' 9 9 a y Florida License PE-43409 0 0 a y Quality Assurance Entity Window and Door Manufacturers Association--19A ' 0000.. 0000.. Quality Assurance Contract Expiration Date 12/31/2014 •• '• `\ Validated By Ryan J. King, P.E. 3 E Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R6 COI Certificate of Independence.pdf g � v ) NOR \ z s E 4.1 i r v t i w k r file://HCl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200niine_aspx.htm(2 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online j oz ' � Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 Ay AAMA/WDMA/CSA/101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 r ASTM E1996 2005 f ASTM E1996 2009 ASTM G26 1995 0000 za TAS 201, 202 and 203 .....•. 1994 .... 00 0 0 000 :• ti s 0 � • . . 000000 00 . 000000 Equivalence of Product Standards 0000 00000 0 s Certified By Florida Licensed Professional Engineer or Arsgitect •....0 000 ••• aFL14911 R6 Equiv of standards.pdf ••;••; :0.0:0 ••••• 0000 0000;. >f 0000.. 0 00 qg � . Sections from the Code :...:• •••••• 0 0 0 0000.. 00 0 0 000 0 0 z: 0 . 0 00 0 Product Approval Method Method 1 Option D k Date Submitted 03/05/2014 DateValidated 03/06/2014 3,11 Date Pending FBC Approval 03/08/2014 31 s' Date Approved 04/18/2014 ZO r a \ f i ..Ww......... .ILL 4 file:///,Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%20Code%200nline aspx.htm(3 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online ' u �. Summaryof Products WMIV wo Go to Page,, it it it Page 1 / 2 it it FL # Model, Number or Name [Description 0 � � ,� 14911.1 a. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 M-1Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports vim, a Other: See INST 14911.1 for Design Pressure FL14911 R6 AE Eval 14911.1.pdf ' •.•• a Ratings, any additional use limitations, installation Created by Independent Third Party: Yes'....' ... .. instructions and product particulars. •..• : . ... 14911.2 b. S 2900/4900 - M 2901/4901 "Oriel" Extruded Vinyl Single HUMS t!b'indow with :.. .: .••. .... Nailing Fin • .... .... ... . ` Limits of Use Installation Instructions 0 Approved for use in HVHZ: No FL14911 R6 II INST 14911.2A 0 •' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E!43409..:. Impact Resistant: No Created by Independent Thirc�Pp ;: Yes!, �,• :...•: Design Pressure: N/A Evaluation Reports .. Other: See INST 14911.2 for Design Pressure FL14911 R6_ AE Eval 14911.2.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. 14911.3 c. Series 2900/4900 ModelsSingle Hung Extruded Vinyl Window with Nailing Fin 2901/4901 "Weather Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.3.pdf ` Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.3 for Design Pressure FL14911 R6 AE Eval 14911.3.pdf -€ Ratings, any additional use limitations, installation Created b Independent Third Party: Yes instructions and product particulars. (Note - See y p r ,ate € 14911.24 for Wind Zone 4 and HVHZ Impact Product) file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(4 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online -I ;'@,F ., ,.-.T_.- ---- _._ _—. __ --- . --................._ 14911.4 d. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin 21 - £ Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i/// Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i � Other: See INST 14911.4 for Design Pressure FL14911 R6 AE Eval 14911.4.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes 9 instructions and product particulars. ,W S Z 14911.5 [e. S 2900/4900 - M 2903/4903 rEded - Single Hung Continuous Head and Sill Vinyl Window with NQilinq Fin •••• ••• •• , -. A' Limits of Use Installation Instructions ...... '..' ... :. Approved for use in HVHZ: No FL14911 R6 II INST 14911.5 •• **see: ; Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt,V E.43409•••• Impact Resistant: No Created by Independent Thirc,tem: Yes• ..; Design Pressure: N A 00 """ 9 / Evaluation Reports ' y Other: See INST 14911.5 for Design Pressure FL14911 R6 AE Eval 14911.5_.fldf•; •, Ratings, any additional use limitations, installation Created by Independent Third•Party: Yes ..... •• ••• 0 0 . instructions and product particulars. . . • ..... 000 14911.6 f. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window-Flange with Strap Anchor on Sill 1K. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II_ INST 14911.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.6 for Design Pressure FL14911 R6 AE Eval 14911.6.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes IRI ,� instructions and product particulars. 3 14911.7 g. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on �s v. >� Sill file:///Cl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(5 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online J ' Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL14911 R6 II INST 14911.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 �w� 1. Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.7 for Design Pressure FL14911 R6 AE Eval 14911.7.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes 5 UP instructions and product particulars. y j, 14911.8 h. S 2900/4900 - M 2903/4903 Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window-Flange with Strap Anchor on �K Sill Limits of Use Installation Instructions ." Approved for use in HVHZ: No FL14911 R6 II INST 14911.4. see*,•„ ••• Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt +� � ,Ee 43489•• ••• o• 3012-5-”, Impact Resistant: No Created by Independent Third'Patty: Yes :.. .: Design Pressure: N A ."". *Goo ' . ��. 9 / Evaluation Reports .... ... ••• • Other: See INST 14911.8 for Design Pressure FL14911 R6 AE Eval 14911.$. f.. ..: .' Ratings, any additional use limitations, installation Created bYes- instructions """' •.• •• y Independent ThirdParty: Yes• instructions and product particulars. •••••• • `mss 14911.9 i. Series 2900/4900 Models Extruded Vinyl Single Hung Wiwdotw0 •• ��• •; 2901/4901 "Weather Stopper' '..' i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parly: Yes Design Pressure: N/A Evaluation Reports ° \\ ., Other: See INST 14911.9 for Design Pressure FL14911 R6 AE Eva[ 14911.9.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. (Note - See ti , 14911.25 for Wind Zone 4 and HVHZ Impact Product) ( 14911.10 [FSedes 2000 / Model 2001 Extruded Vinyl Single Hung Window l file:/%/Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(6 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online ' Limits of Use Installation Instructions r Approved for use in HVHZ: No FL14911 R6 II INST 14911.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.10 for Design Pressure FL14911 R6 AE Eval 14911.10.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. a 14911.11 k. Series 2000 / Model 2002Extruded Vinyl Twin Single Hung Window ' (Continuous Head and Sill with Integral Mullion) g . Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 II INST 14911.11.pdf ."". Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt. 43409•,,. Impact Resistant: No Created by Independent Third•Da+k�6: Yes••� ••••�• Design Pressure: N/A Evaluation Reports Other: See INST 14911.11 for Design Pressure FL14911 R6 AE Eval 14911.1-P •� • Ratings, any additional use limitations, installation Created by Independent Third.Par : Yes. . 00*040 instructions and product particulars. ;""' .. ... 14911.12 I. Series 2000 / Model 2003 Extruded Vinyl Triple Single HLMg WtndovZ...% •' "' (Continuous Head and Sill with:%gtAgral Mullion] .. of Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.12.pdf Approved for use outside HVHZ: Yes Verified B Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes �;. Design Pressure: N/A Evaluation Reports Other: See INST 14911.12 for Design Pressure FL14911 R6 AE Eval 14911.12.pdf vv ,� Ratings, any additional use limitations, installation Created by Independent Third Party: Yes i" instructions and product particulars. F 114911.13M. Series 2100 / Model 2111 Extruded Vinyl Single Hung Window - Flange "A 4 2 file:///Cl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(7 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online Limits of Use Installation Instructions I _ Approved for use in HVHZ: No FL14911 R6 II INST 14911.13.pdf �✓ Approved for use outside HVHZ: Yes Verified By: y Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes k Design Pressure: N/A Evaluation Reports F Other: See INST 14911.13 for Design Pressure FL14911 R6 AE Eval 14911.13.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. 14911.14 n. Series 2300 / Model 2301- Extruded Vinyl Single Hung Window - Nailing Fin 4 2601 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, Pet,43409' Impact Resistant: No Created by Independent ThircLeD�: Yes ..o Design Pressure: N/A Evaluation Reports .00:00 •..• Other: See INST 14911.14 for Design Pressure FL14911 R6 AE Eval 14911.1�►p�f, , Ratings, any additional use limitations, installation Created by Independent ThircL?i k: Ye instructions and product particulars. 0.000. � 0000 0000. 14911.15 0. Series 2300 / Model 2302- F2n ruded Vinyl Twin Single Hung Wil�dowr Nailing 000 :0 2602 (Continuous Head and Sill Ivitfl3ntegra� ul�ion) • • s 0000. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ' Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.15 for Design Pressure FL14911R6AE Eval 14911.15.pdf , Ratings, any additional use limitations, installation Created by Independent Third Party: Yes ON instructions and product particulars. 14911.16 p. Series 2300 / Model 2303- Extruded Vinyl Triple Single Hung Window - Nailing K 2603 Fin (Continuous Head and Sill with Integral Mullion) Ate° yE' filet'//Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%20Online_aspx.htm(8 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online y Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II INST 14911.16.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes gg 5 y Design Pressure: N/A Evaluation Reports y ~ Other: See INST 14911.16 for Design Pressure FL14911 R6_AE_Eval 14911.16.pdf y� y Ratings, any additional use limitations, installation Created by Independent Third Party: Yes s instructions and product particulars. WE '� 14911.17 I Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions f 1Approved for use in HVHZ: No FL14911 R6 II Inst 14911.17.pdTPf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes $ Design Pressure: N/A Evaluation Reports f Other: See INST 14911.17 for Design Pressure FL14911 R6 AE Eval 14911.17.pdf .... Ratings, any additional use limitations, installation Created by Independent Third Patty; Yeses••••• •• •:• instructions and product particulars. .. • • :0: mi • 14911.18 r. Series 2907 Model 2907TW in - Continuous Head &Sill SiP�D11'Hung E; ;uded ;• ••; Vinyl Window with Nailing Fin ...... • r .... ••• Ai,� ' Limits of Use Installation Instructions :•"•• •• ••• Approved for use in HVHZ: No FL14911 R6 II INST 14911.1$ fi: •. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt P.E�X4340 ••• • Impact Resistant: No Created by Independent Third Pr;Yes :' Design Pressure: N/A Evaluation Reports •••• Y� Other: See INST 14911.18 for Design Pressure FL14911 R6 AE Eval 14911.18.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. 14911.19 s. Series 2907 Model 2907TR Triple - Continuous Head & Sill Single Hung Extruded k Vinyl Window with Nailing Fin 0, 111 N s\EN k file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(9 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R6 II Inst 14911.19.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports y o` Other: See INST 14911.19 for Design Pressure FL14911 R6 AE Eval 14911.19.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. 5 x� x14911.20 t. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Nailing Fin �, 1 f Limits of Use Installation Instructions mi AApproved for use in HVHZ: Yes FL14911 R6 II INST 14911.20.pdf ZZ f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes 3 " Design Pressure: N/A Evaluation Reports mv ` Other: See INST 14911.20 for Design Pressure FL14911 R6 AE EVAL 14911.20.pdf 0000 Ratings, any additional use limitations, installation Created by Independent Third.Part�: Yes*....' 0000. instructions and product particulars. 0000 : `N� ..• ii~ ifi • 1 /•2 'Page z Go to Page 0000 • 00.00 0000.. 0000. Back Next 0000 0.00'0 . 0000.. • 0000•• • • 0000.. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 •s • 01 ' ` The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement � HE Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by ' phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1) Florida Statutes effective October 1 2012 licensees licensed under Chapter 455, F.S. must provide r the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx.htm(10 of 11)[7/18/2014 8:52:57 AM] Florida Building Code Online 'Z x 1 1, "1 R rt g J, Floridal.ogo R M pro, "AMMK", v m 14 Stats BCIS Hot Submit FBC & Publications Site Links BCIS Home Mg In IUser Registration I I Search I To Surcharge Staff F lqt,M Facts "a 4 Taus ine Product Approval USER: Public User Mt Product Approval Menu > Product or Application Search > Application List > Application Detail Ofec Iretary", s FL # FL14911-R6 Application Type Revision 6a Code version 2010 Application Status Approved • Comments 6666. & 00 0* 0 6960:6 Archived 00 T: NMI "'X""",IN,OV,301 ww Product Manufacturer Silverline Building Products Corp. 00 0 Address/Phone/Email One Silverline Drive • g mahl North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com M ..... . . . Authorized Signature Vivian Wright a rickw@rwbidgconsultants.com Y, Technical Representative Craig Calderone ya as file:///Cl/Users/Road0/020Runner/Desktop/Florida%2OBuilding0/02OCode%200nline—asp)c%2Ol.htm(I of 6)[7/18/2014 8:53:05 AM] Florida Building Code Online Address/Phone/Email 1 Silverline Drive r North Brunswick, NJ 08902 (732) 435-1000 CraigCalderone@silverlinewindow.com l F ury i f4'p 'R Quality Assurance Representative Address/Phone/Email 49W,M y" Category Windows j Subcategory Single Hung ktA 10 y q Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer xs Evaluation Report - Hardcopy Received \ Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. •••• • 00 , developed the Evaluation Report 0060 99 9 0000.. , a 000000 0 Florida License PE-43409 •••••• 0000 0000 \ 0 9 0 9 9 . 0000 9000. Quality Assurance Entity Window and Door Manufacturers Associat0-0' ..0 - • • 0000 9 99906 • • •0000• \ a Quality Assurance Contract Expiration Date 12/31/2014 •• •• •••••• \ 0000.. 0 • Validated By Ryan J. King, P.E. ; ; 9 0000:. r D Validation Checklist - Hardcopy Receidpo• : •, 0••••0 �, .. a Certificate of Independence FL14911 R6 COI Certificate of Independence.pdf �\ ON \ o. "KIM 5 \ file:///q/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nline_aspxck201.htm(2 of 6)[7/18/2014 8:53:05 AM] Florida Building Code Online 41 ' mYf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 u _a AAMA/WDMA/CSA/101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1993 F ASTM D635 1996 l ASTM D638 1996 s ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2009 .t ASTM G26 1995 a , TAS 201, 202 and 203 1994 Equivalence of Product Standards 0000 f� � Certified By Florida Licensed Professional Engineer or:Arr hitect x. FL14911 R6 Equiv of standards.pdf •� •� •• ...�.. .. 0000.. 0000.. • yF •0000• 0000.. Sections from the Code 0000 .••• ••••• b 000 Product Approval Method Method 1 Option D •' • 3 Date Submitted 03/05/2014 Date Validated 03/06/2014 a Date Pending FBC Approval 03/08/2014 Date Approved 04/18/2014 \W rWE 7 file:///Cl/Users/Road%2ORunner/Desktop/Florida%2OBuilding%2OCode%200nlinq_aspxOk201.htm(3 of 6)[7/18/2014 8:53:05 AM] Florida Building Code Online 0111" W F Summary of Products Go to Page ® © 0 Page 2/ 2© 0 FL # Model, Number or Name Description 14911.21 u. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II Inst 14911.21.ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created b Independent Third Party: Yes Y P KY N Design Pressure: N/A Evaluation Reports R .,..... Other: See INST 14911.21 for Design Pressure FL14911 R6 AE Eval 14911.21.ndf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. ty T14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Nailirag.F.in 3Ff r Limits of Use Installation Instructions '••' ••• •• � 3 r Approved for use in HVHZ: Yes FL14911 R6 II INST 14911.22 edf• ••• •' "' Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidf�.•�• •4340 ••' .ar ... Impact Resistant: Yes Created by Independent Third'P.aW.. Yes'....' .. ••• ��'� a Desi n Pressure: N A __,��s� � 9 / Evaluation Reports ••;••; ;•�•;� •• •• ON- �, Other: See INST 14911.22 for Design PressureFL14911 R6 AE EVAL 14911.22.i5df •• ':' Ratings, an additional use limitations installation ' g � Y � Created by Independent Third�arly; Yes. .. ... instructions and product particulars. •••••• 14911.23 w. Series 70 Model 2127Extruded Vinyl Single Hung Window - Flair Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II INST 142jLZLWg Y� Approved for use outside HVHZ: Yes Verified B Lyndon ndon F. Schmidt P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.23 for Design Pressure FL14911 R6 AE EVAL 14911.23.13d Ratings, any additional use limitations, installation Created by Independent Third Party: Yes 3 �z instructions and product particulars. 14911.24x. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin i t � i file:/,✓/Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx°/0201.htm(4 of 6)[7/18/2014 8:53:05 AM] Florida Building Code Online Me Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II INST 14911.24.pdf F s Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 r.3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.24 for Design Pressure FL14911 R6 AE Eval 14911.24.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. F ' 14911.25 y. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin ; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R6 II Inst 14911.25.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.25 for Design Pressure FL14911 R6 AE Eval 14911.25.pdf Ratings, any additional use limitations, installation ••.'•• Created by Independent Third Party: Yes • • instructions and product particulars. .. . ... it It • -Page 2 1°2 ..: Go to Page .•.. •.•• Back Next k f Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-46�-X824•• ;•; • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement ry Accessibility Statement :: Refund Statement E \a Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section z . 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide 011, the Department with an email address if they have one. The emails provided may be used for official lrii%"" communication with the licensee. However email addresses are public record. If you do not wish to supply a A personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%2OCode%200nline_aspx°/a201.htm(5 of 6)[7/18/2014 8:53:05 AM] Florida Building Code Online Product Approval Accepts: � N'" Mss UISI' eCh A vl r • • •9•• 99.999 •• • • •00 0 ••099• 00 • ••�••• • 9.999• • • • ••9.99 0000 0000 • • • • • • 0000 9.90 •0000 0000•• • • 00.00 • • •99••• •• •• • •00.0• • •0.00• • • • • • • ••0999 ••9.90 • • 9 • s • • • •9000• s file:///Cl/Users/Road%20Runner/Desktop/Florida%2OBuilding%ZOCode%200nline_aspx%ZO1.htm(6 of 6)[7/18/2014 8:53:05 AM] SilverLine* byAndersen :d WINDOWS- DOORS 53.2Y MAX.OVERALL FLANGE WIDTH 52.00"MAX.OVERALL FRAME WIDTH `1 SERIES 70 - MODEL 2127 16 � EXTRUDED VINYL SINGLE HUNG WINDOW w/ or w/out FLANGE "NON-IMPACT' m O 3i GENERAL NOTES •• • � 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code • • •• • _ • (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). o• ••• • •• • `�` • 0 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to �� ••• •• •• • h •• base material shall be beyond wall dressing or stucco. Goo*** NJ • •.i 3. When used in the"HVHT'this product is required to be protected with an impact resistant /� •••••• ••• " 0•• covering that complies with Section 1626 of the FBC. • 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product � •••••• 0•• o ••• " a required to be protected with an impact resistant covering that complies with Section •• 1609.1.2 of the FBC. �••�•� I •�• 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for • • •• z in — • 2x buck masonry construction. • • • o •• •• • •• 6. Site conditions that deviate from the details of this drawing require further engineering •• w N analysis by a licensed engineer or registered architect. � o rc ? 7. This product meets water infiltration requirements for°HVHT'. z OVERALLQifERA1L MAG GLASS Di'SfGN PRESSURE(PSE): N c TABLE OF CONTENTS typE fLANGE FRAME 11;L U. Z $ SHEEP# DESCRIPflON DIMENSION DIMENSION Af ISfIIVE WEGA7►{/E 1 Typical elevation,design pressures&general notes 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25' +62.8 -65.0 we 10130112 sum .9 2 Horizontal&vertical cross sections N.T.s. 3 Horizontal&vertical cross sections 53.25"x 74.08" 52.00"x 73.00" 47.69"x 33.50" +55.0 -60.0 ora ert ,1K m e4 Buck and frame anchoring °"n LFs 5 Bill of materials,glazing details&components °`ANN°Nos " FL-14911.21 c s+et:r-L OF 5 ro G e 4 NOTE. 24 1.LOCATE OPERATING SASH LOCKS 7.5" 0 FROM EACH END OF THE ACTIVE e $ / MEETING RAIL,FASTEN WITH(2)#8 x 3/4" 4 z° SELF TAPPING SCREWS. 25 23 d 2.LOCATE SASH KEEPER 6.S'FROM EACH > 'm END OF THE MEETING RAIL,FASTEN ws 26 i4 1 WITH(2)#6 x 3/4"SCREWS. u $ 4 3 q 1 EXTERIOR G1 G2 INTERIOR r SEE 32 3 X 31 11 NOTE 2 10 SEE NOTE 10 17 14 ••• co @1 41 8 • •see ' 0 5 •••�• 0000 y ry2 2 3 4 12 d •••i•• 3 2 3 3 30000 ••• a••• • • 00000 • 23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 4 1g ••• • • • r27 27 0000• 0000 • of. • • Qso 160000•0 0 C • ° INTERIOR 26 ° ° Q ' ' 26 • • o a ° 17 o ° 1 • :.••• z a 90 34 33 36 34 • • ci 1-A G2 GI 7 15 ° 20 6 •• • 0• .0 0• •• 0 ri2 c o0 15 ° ° a 26 o ° IIII' 25 24Z°24 EXTERIOR 24 e ° a IN. 3 25 1 1 25N.T.S. 1-1/4-MIN. sw, m 37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 37 EMB.TYP. mr. LFS 3 1-1/4"MIN. CWL EMB.TYP• ��NORIIONTAL CROSS SECTION 2 VERTICAL CROSS SECTION DROMM uon N 2 Shown w/2X buck 2 Shown w!2X buck FL-14911.21 0 sir 2 � 5 0 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 24 24 c< 27 Fl�' 27 27 °° a s 1 2 0 INTERIOR 26 26 , z 24 <29 s 34 33 36 34 17 f G2 G1 7 15 26 Ts di,lg$ <. 9 ° v EXTERIOR G1 G2 INTERIOR a 32 9 EXTERIOR 9 0 31 11 ONON TE 2 10 O il S� 1 22 22 1 1-I/4°MIN. 1-1/4 MIN. EMB.TYP. 17 14 ••••• r ��}jj ••• v EMB.TYP. 38 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 38 $ ••• o • • _ • m • g+ �� HORIZONTAL CROSS SECTION • ••`J` � i n NOTE. 3 Shown w/I X buck ' •:•: •• z Q • 1.LOCATE OPERATING SASH LOCKS 7.5 FRAME SHOWN w/OPTIONAL 12 �i i • ry FROM EACH END OF THE ACTIVE • ••• a MEETING RAIL,FASTEN WITH(2)#8 x 3/4° FLANGE(iYP.THIS SHEET) Q ' ••• ••• d •• • SELF TAPPING SCREWS. — •••• •• ••• 2.LOCATE SASH KEEPER 6.S'FROM EACH 4 18 sense* • • • END OF THE MEETING RAIL.FASTEN • • • • • s, n WITH(2)#6 x 3/4"SCREWS. •• •• ••• •• •• 16 soosoo N • • 3 0 19 0 •�9 :•• •• • •• 0 19 0 6 20 • • `• •• v, •: 20 20 6 • • o rc • •• �00 156 2 15 E� 2 15 2 26 26 26 0 39 6 ° ° - 6. e o ' a ° v p' h e ° ° mm 10130112 b 6 sau, N.T.S. ° 8 oro ew. JK m •2g r3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTIONCHL ort LFS 3 E 3 Optional masonry Aro 3 Optional mosonry sill r2"\VERTICAL CROSS SECTION owano rw: 0 3 Shown w/1X buck FL-14911.21 0 a n 4- 6" � MAX. gL 1 TYP � 2X BUCK 23 2X BUCK 1 X BUCK 24 2X BUCK TMP, T — 2x BUCK 2S � 3 I BUCK 24 FRAME _ _ 2X BUCK _ TMP _ •••• z FRAME • • ••• • ' } c ry MASONRY E. MASONRY MASONRY •• •e• OPENING OPENING 2X BUCK 37 OPENING -' •••••• •• • •• 0 1X BUCK 38 < � 2X BUCK 37 to �••••• � o • E I _ 004*so TMP 1 1X BUCK 38 "•••9 •• •• ••i o, TYP. �i••• • •• YIM••• • • ••• ••• •••••• • BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING • • • • • 1• :. g MASONRY 52"X 73"MAX. 42"X Sr MAX. � ••• • $ o • 6 •• • • •• A• •• • • I I I cc • •• � w V CONCRETE ANCHOR NOTES: _ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. it edge distance to mortar joints. m 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to F maintain the min.edge distance to mortarjoints,additional concrete anchors a may be required to ensure the MAX.ON CENTER"dimensions are not exceeded. z $ 3.Concrete anchor table: o ^z � ANCHbRANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE oac 10130112 TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT eruF N.T.S. E$ EDGANCHOR::ITWoro ar JK m e TAPCON• 1/4" 1-1/4" 2.1/2" 4" ;,era LFS DPAWM NO" N ULTRACON® 1/4" 1.1/4' 1" 4" FL-14911.21 0 d BILL OF MATERIALS 5/8"OVERALL THK.GLASS 0.82 REM DESCRIPTION ON � � o 1 EXTRUDED PVC MAIN FRAME#52-2611PVC 1/8"ANNEALED 2 EXTRUDED PVC SILL#52-2673' PVC j �� 9 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-3557' PVC 4 EXTRUDED PVC MEETING RAIL#52-2907' PVC AIR SPACE L 4 i d 5 EXTRUDED PVC TOP UFT RAIL#52-2949' PVC 0 1/8"ANNEALED EXTRr.ZEXTRUDED PVC GLAZING BEAD 4 6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC 0 79 7 UDED PVC STILE#52-2905' 7/16"GLASS 8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317' PVC \1 9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52-2217' PVC BTfE o B V4 10 OPERABLE SASH LOCK#12-2241 Gl GWDNG pETAII � a 11 SASH KEEPER#12-2240 STEEL 5/8"OVERALL 12 FIXED MEETING RAIL REINFORCEMENT#50.2608 ALUM. THK.GLASS B EXTRUDED PVC GLAZING BEAD 14 LOCK RAIL REINFORCEMENT#50-2609 ALUM. 35 1/8"ANNEALED Kee per 15 BOTTOM UFT RAIL&SASH REINFORCEMENT#50-2967 ALUM. 0 0.79° 16 WINDOW SCREEN ca 17 WEATHERSTRIP PILE W/FlN.187 x.270,LOCK RAIL&SASH ULTRAFAB - a AIR � 18 WEATHERSTRIP PILE W/FlN.187 x.230,FIXED MEETING RAIL ULTRAFAB ACE AIR SPACE HEALED 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB �, o ;4- •• • 20 WEATHERSTRIP VINYL BULB.187"x.375'0 AMESBURY o • 0 22 GLAZING COMPOUND DOW#1199 SILICONE 7/16°GLASS EXi IpED 1�GGLAZING 11991? ••� e e e 23 #10 X 2"PPH SMS STEEL B� l.tb" 9 •• • • ••_ '� • 24 I/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL G2 GIAIING DETAIL 000000 • e`�` i �3 e• 25 2X BUCK SG>=0.55 WOOD tO.065- • cs •• • c • ••• d 26 1/4"MAX.SHIM SPACE 0.83 _ 0 8�• ••• • ••••• MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI I �� •• � • • 27 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE `� I29 1X BUCK WOOD FFF------ • •e 30 INTERCEPT SPACER STEEL �1 EXTRUDED PVC TOP UFTRAIL /,1 BOT1nM IJRRAIL d SABIi• • ' e e •• LOCK RAIL TOP 31 SASH KEEPER#12-5550-030 STEEL 1Z Retntorcement "forsewent • •• •• 32 OPERABLE SASH LOCK#12-SK01-100 STEEL •••••e Z • • • • 33 TILT LATCH#07-76625 STEEL � 3 o • e e e 34 #8 X 1"PPH SMS STEEL • •• 35 SUPERSPACER BUTYL r �f-0879 • e •• •• • 36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL Y2 � •e e• i • •• e ei 37 #10 X 3"PPH SMS al STEEL ••• 38 1 1/4"X 4"PFH ELCO OR ITW CONCRETE SCREW STEEL 14 LOCK MEETING RAIL ri F 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED Reinforcement y ° BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. r—2.69° 269 —� i n 1.16" fa m Q f $ Z4 0.91" 1 Q �{ 1.19 o C J 'O 0.055 I o N m O 0 e_ ■ N cli Z u 9 L c4 o 1 1 [�Q ' �L �moa[10130112 00 o 0.065"^ LO .065 J_J— o �LOI J �LL ' N.T.S. Optional Flange D1a B'` JK 3 o Optional Flange arc fm LFS ��EXTRUDED PVC STILE PVC MAIN FRAME PVC SILL DRMM ts. a �1 EXTRUDED PVC BOT10M RAIL y XTRUDEp PVC MEETING RAIL X T 1 I p 1 _ FL-14911.21 0 e � sgr 5 0c 5 d R W R W Builfln-$e Cp*inti t fjL B Consulting and Engirerin?Servl!ces fbr the I3uildin�Industry C P.O.Box 730 Vakk-%FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • as Date: il4ai-eh 4,2014 .00 00 see 00 Product Sub Category Manufacturer • :•• �• •• Product Name Category • . • . . • • • • Silvertine Building Products Corporation Series 70-Model 2127 Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 w/or w/out Flange Phone 732.435.1000 "Non-impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for SilverLine Building Products Corporation based on Rule Chapter No.61 G20-3,Method 1 d of the State of Florida Product Approval,Department of Business&Professional Regulation. 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. Limitations: 1.This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the 'High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ,this product is required to be protected with an impact resistant covering that complies with Section 1626 of the Florida Building Code. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. Site conditions that deviate from the details of drawing FL-14911.21 require further engineering analysis by a licensed engineer or registered architect. 6.This product meets water infiltration requirements for"HVHZ". 7. See drawing FL-14911.21 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01410311 TAS 202-94 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E. D638-96 and G26-95 2. Drawing No. Prepared by Signed&Sealed by No.FL-14911.21 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by Window and Door Manufacturers Association,certifying that SilverLine Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. PF 1627 FL PE No.43409 3/5/2014 Sheet 1 of 1 SilverLine" m byAndersen �m ' WINDOWS -DOORS a�" �a n°Rmg� E 520"MAX.OVERALL FRAME WIDTH 4 E. SERIES 2900 / 4900 - MODEL 2901 / 4901 o J� "WEATHER STOPPER" EXTRUDED VINYL SINGLE HUNG � O N VO WINDOW 2 3 WZ iiiiiMPAcr GENERAL NOTES p4 //� i ••. •• •N� � ��••••• /, • • 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC) •• • !• • structural requirements including the"High Velocity Hurricane Zone"(HVHZ). •••fq ••• •• o • •••t•• 2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base x o a • ••• material shall be beyond wall dressing or stucco. Goss • � � � 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. •••••• • • •• •• L y •• ••• 4. When used in areas outside of the"HVHP requiring wind home debris protection this product complies �� • • •••••• • with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets • • • z • missile level V and includes Wind Zone 4 as defined in ASTM El 996. • • • . Q •• •• N_ • • • •� • 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck • • • �r �� •• • • •• • • masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. a 7. This product meets water infiltration requirements for°HVHZ". a a g TABU OF CONIM �� N1AX. b�5lt413=Pkt�StlRL� 3 � i SHEET# DESCRIPTIONM O Ct. I I I I I 10Z1v 1 Typical elevation,design pressures&general notes ;QiMNtfC�! lifFA17N!ION POSltlYL NEGAtt DAM 3/4/14 i 2 Horizontal&vertical cross sections 52.00"x 73.00" 47.9"x 33.25" Gl +50,0 -50.0 s�uc N.T.S. 8 3 Horizontal&vertical cross sections [An.er: JK m �g 4 Buck&frame anchoring 5 Components DR"Nc NO.: ¢ 6 B13 of materials,glazing details&components FL-14911.25 0 g sN�r t or 6 1° a • 2 3 � 5 d G. 4 / maZ B °� 2 O 113 E r•;a 1 i NOTE: g c s 3 1.A metal tilt-latch keeper(w/2 installation screws) D 9; ; $ 10° is required for all frame sizes>38"x 67'. a G C36 � 8 38 X o � /V 36 30 37 io d G1 21 � m ••• �_ 2 3 4 EXTERIOR • INFERIOR •.•. • LU 2 3 3 3 9 • • d N 2 9.999• ••.� iE �i099 • Gl i • CLI a • E 9990 ••• 9t 7 • • • • •.•• 9999 9• F � C 6 4 S �•�i i99•i9 •• a 20 10 •9.99 G1 • • • INTERIOR • •• tr • •••• • •• • • B • • 6 ` •• Z 0 D w a p o 0 EXTERIOR E a a " ° ° i a. O D a z 9 G1 DATE 314114 n 3 1-114°MM. B scniE N.T.S. 9 EMB.TYP. owc.W. JK m' HORIZONTAL CROSS SECTION r21 VERTICAL CROSS SECTION CHK.BY: LFS a e $ DRAWNo NO.: a FL-14911.25 0 Q SHEET 2 Of 6 d C a H ° <° 9 20 10 a E Gil 4 i $ INTERIOR A 6 6 C pp�oo 8 a. EXTERIOR O Q 3 G1 EXTERIOR INTERIOR 1-1l4"MIN. 5 EMs.TYP. GI •••• c, r iT • • C11 HORIZONTAL CROSS SECTION r2 VERTICAL CROSS SECTION •••• : •• �yy • ° 3 Shown w1I X sub-buck • • •• 2 3 Shown w/1 X sub-buck •••:•• •• � t71 • �• • EXTERIOR GT INTERIOR EXTERIOR GT INTERIOR •••••• •••• • • • • 6 d 5 6 d 5 • • •••• •• 20 20 • • • • • q �0 4 •••• d E d-Q° z 5 e E nn►: 3/4/14 = SMM N.T.S ora an JK m 4 VERTICAL CROSS SECTION ou,on LIPS 3 e r31 VERTICAL CROSS SECTION 3 Optional masonry sillCRFL— r 3 Optional masonry A a FL-14499 11.25 0 n \m . -TP.� �10.75(TYP.) az J a1 g'g m e Z B TYP, 2X BUCK G 8goe g 1 -ag�s 2X BUCK 1 X BUCK — z BUCK TYP. HEAD 8 Z7 3 FRAME z w MASONRY to Z3 � OPENING MASONRYOPENING 2X BUCK F a ••• = s Y • • ut wJ yy�� v 1X BUCK H .0 •� ••• i >i!w• • a TYP. • • • o • JAMBS • •• •••• ••• • •••loo_ •••• •• ads 4n ••••••� • • • • BUCK ANCHORING FRAME ANCHORING ••••.• • MASONRY 2X BUCK • • • 06 • • • • • • • • • • • CONCRETE ANCHOR NOTES: *000 i c1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a j maintain the min.edge distance to mortar/otnis,additional concrete anchors"MAX.may be required to ensure the ON CENTER"dimensions are not exceeded. z 3 Concrete anchor table: z o° 116/CfIOR IVCHOR M11-IW MIN.GLEARAN6E> MfN CLEARANCE aTe 3/4/14 TYPfe EMBEDMEM; TOMASOfURY '" TOADJACENT scut N.T.S. DMC.BY: JKITIN m' TAPCON® 1/4" 1-1/4" 2.1/2" 4" cm BY: LFS DRAXWc NO, V ULTRA O"CoN 1/4" 1-1/4" 1" 4° F1-14911.25 SHEET_�L OF 6 9 n z iS �S 295 ^$o 51 A r C� �i, gmaE z�g o rX €Ep75 u: Fapp �w i`a di x� K jo 4 p .07° O 0 0 o z W� 000 ••• �Z � O • • • • U a �LXiRUDED VINYL JAMB ••••:••• •••• V) %004:6 EIRRUDED VINYL HEADER ��v UDS�� • a a •• Q O6" • Z •••• Ln m I 1.19" • 1.16°—�7 • • •Q • 91" O 0 •••• • • • • •C 7 G tr.BEAD 8 Gl 4ZING BEAD • • • Sash tnterbck Window frame •• • � 0.065" "D 8. z FZ 14 T �' am DATE: 3/4/14 = sDATF N.T.S. S SASH LUT RAIL 2 MEETING RAIL S SASH TOP RAIL TD S H Si1LE trio•BY. JK m W CHK.BY: LFS ; 6 GLAZING HAD DRAW=ND.: a h a FL-14911.25 n SiM7 5 OF 6 ' r BILL OF MATERIALS ITEM DESCRIPTION MAhNAL B 2X BUCK SG-0.55 WOOD ^ C IN MAX.SHIM SPACE z m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI s z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE _ e F *10 X 7'PFH SMS STEEL G #10 X 2-3/4"PPH SMS STEEL ms a R..aRjE H 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL, z -z* '^ J I/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL $g 950 B F 2 1 EXTRUDED VINYL PVC WINDOW HEADER#2902• VINYL a m a j 2 EXTRUDED VINYL PVC WINDOW MEETING RAIL#2907• VINYL3 EXTRUDED VINYL PVC p o VINYL 4 EXTRUDED VINYL PVC SI�LLH03 #29TOPL LOCK #2908• VINYL 12 6 U� 5 EXTRUDED VINYL PVC SASH LIFT RAIL BOTTOM #2949VINYL 5/8°OVERALL 6 EXTRUDED VINYL PVC SASH GLAZING BEAD#2217• VINYL THK GLASS 7 EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD#3557• VINYL 1/8°ANNEALED g 8 EXTRUDED VINYL PVC WINDOW FRAME GLAZING BEAD#2317' VINYL AIR SPACE z z 9 EXTRUDED VINYL PVC JAMB#2901• � VINYL 3/32"ANNEALED Z3' vi a 10 EXTRUDED VINYL PVC SASH STILES#2905 VINYL 12 INTERCEPT SPACER STEEL 0.090°SAFLEX®PVBINTERLAYER � " 13 DOW 995 SILICONE ••• _ ^y SILICONE 3/3T ANNEALED • •y� v 15 SUPERSPACER SPACER • • ••• •• 20 ALUMINUM 6063-T6 SASH REINFORCEMENT BY SILVERUNE#2967 ALUMINUM •••• • • y o o • ry 21 ALUMINUM 6105-TS INTERLOCK REINFORCEMENT BY SILVERUNE#50-2609 ALUMINUM 1 GLnSs BITE --� -� 13 • • m • 22 ALUMINUM 6105-T5 MEETING RAIL REINFORCEMENT BY SILVERUNE#50-2608 ALUMINUM ••• •• •• a a •• •• 30 SASH LOCK BY SILVERUNE ROTO LOCK Gl GLAZING DETAIL •••••• • • a 31 KEEPER ATTACHMENT SCREW#6A x 3/4"PFH ZINC PLATED STEEL •••• •• • 32 #8 X I"RAT ZINC PLATED STEEL • • •••• 35 SIDE LOCK OMEGA SHOE •••• *10 • •••••• • � 36 SASH LOCK BY SILVERUNE CAM LOCK • 37 KEEPER ATTACHMENT SCREW#6A x 3/4"PFH ZINC PLATED STEEL •••••• :• •••• 111=0 38 #8 X 11'FLAT ZINC PLATED SCREW STEEL •••••• • z• •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED • sil N• • • BY EXTRUDERS LICENSEES IN°AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS. a • • :••• � • �J • • o c I •• @@z �-.379" Las z a Z e .455-�----� � DATE.- 314114 = ll g scaiE N.T.S. 3 3 20 REINFORCEMENT 21 REINFORCEMENT REINFORCEMENT Mr.BY. JK m Jamb 8 Bottom roll Top sash Meeting ral CHK.BY: LFS 3 XDRAWND NO.: a a ny FL-14911.25 a SHEET 6 OF 6 d r R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.R.33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 EvaluationI I Date: Hai-ch 4, 2014 Product Sub Category Manufacturer Product Name Category Silverline Building Products Corporation Series 2900/4900-Model 2901/4901 Window Single Hung 1 Silverline Dr. "Weather Stopper" North Brunswick,NJ 08902 Extruded Vinyl Single Hung Window Phone 732.435.1000 °Impact. Scope. This Is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for SilverUne Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product Approval,Department of Business&Professional Regulation. 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. Limitations. 1.This product has been evaluated and is in compliance with the 2010 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 2010 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-14911.25 require further engineering analysis by a licensed engineer or registered architect. 7.This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-14911.25 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by NCTL 110-16675-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E. NCTL 110-16675-3 AAMA/WDMA/CSA 101/I.S.2/A440-08 NCTL Robert H.Zeiders,P.E. NCTL 110-16675-2 ASTM E1886-05/ASTM E1996-09 NCTL Robert H.Zeiders,P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E. D638-96 and G26-95 2. Dade-County NOA Materials Testing NOA 12-1231.10 Saflexo PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-14911.25 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance •• ••• • • • • • •• Certificate of Participation issued by Window&Cruor ManlraAtWT s:A9t odatAn`ertifying that SilverLine Building Products Corporation is manufacturing products within aglality assuranc a'rograin that complies with ISOAEC 17020 and Guide 53. •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • Lyndon F.Schmidt,P.E. •• • • • • • • •• • • • •• •• • • • • • FL PE No.43409 ••• • • • ••• • PF 1627 Sheet 1 of 1 3/5/2014 • • • • • • • • • • • •• •• • • i •• •• ••• • • • ••• • •