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Home My WebLink AboutProduct Approval; 5702.1Florida Building Code Online .S Page 1 of I Professional Regulatim .1- �tr paAla w""It" MS Home � Log In � User Regiammon I Mot Topla I submit surcharge I Stats S Facts I wbbcations I RIC staff acts site Map I unim search I Busines Professf • I ,' C.D Product Approval USER: Ppbllc User Regulation CrOpuq�O�al Menu > PrcLdu2or AFZra Ions rSh > Appllatlan List ch Criteria Refine Search Version 2007 FL# 5702.1 ration Type ALL Product Manufacturer ALL gory ALL Subcategory ALL ation Status ALL Compliance Method ALL .y Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Ict Model, Number or Name ALL Product Description ALL ;red for use In HVHZ ALL Approved for use outside HVHZ ALL ct Resistant ALL Design Pressure ALL ALL Search Results - Applications R# Type Manufacturer Validated By Status j FL5702-Ri Revision Sliverline Building Products Corp. Ryan 7. King, P.E. Approved His[ory FL#: FL5702.1 Model: a. Model 4100 / 9100 (813) 787-8283 Description: Extruded Vinyl Fixed Window Category: Windows Subcategory: Fixed "Approved by DCA. Approvals by DCA shall b, revlewad and ratified by the FCC and/pr the Commission if n ceCary. Contact Ua :: 3900 North Monroe S[ree[ TallaM1assee H. 32399 The Rate of Flodda is an AAfHO employer. Cooed M M07-2o1D Sate of Fldd :: Md Statement ::.Accessibd tv StaWmen[ :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not, want your e-mail address released in reapol6C to a public -records regua't, do not send elech nic mall to this entity. instead, contact the office by phone or by tradItumal mall. IF you have any questions regarding DBPR's MA web a¢Essiblllty, plenum mntad cur Web Master at wataffesterilfalbor.VMMAM Product Approval Accepts: ® f�g EE M AcurrLt9nTncr vw.,.d Trmu h4://www.flori&building.org/pr/pr_app_lstaspx 10/12/2011 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 5702.1 RI Date: December 16, 2008 Product Category: Windows Product sub -category: Fixed Product Name: Model4100/9100 Extruded Vinyl Fixed Window "Non -Impact" Manufacturer: Silverline Building Products Corporation 1 Silverline Drive North Brunswick, NJ 08902 Phone - 732.435.1000 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc_ and Lyndon F. Schmidt, P.E (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL-5702.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E (FL # 43409) for specific use parameters. Gqsz�l— Lyndon F. Schmidt, P.E. FL No. 43409 December 16, 2008 PF861 Sheet of Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 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 areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For through the frame anchoring in 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-5702.1 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-5702.1 for size and design pressure limitations. / Lyndon F. Schmidt, P.E. FL No. 43409 December 16, 2008 PF861 Sheet of Supporting Documents A Drawing 1. Drawing No. FL-5702.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Test 1. Testing per ANSI/AAMA/NW WDA 101/I.S.2-97 as performed by Architectural Testing Inc. and reported in test report number 49497.02-122-47, signed by Steven M. Urich, P.E. 2. Testing per AAMA/WDMA/CSA 101/I.S.2/A440-05 as performed by Architectural Testing Inc. and reported in test report number 85390.01-109-47 signed by Steven M. Urich, P.E C Calculations 1. Product anchoring is in accordance with the manufacturer's published recommendations as substantiated by tested specimens reported in test report numbers 49497.02-122-47 and 85390.01-109-47. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other Certificate of Participation issued by Architectural Testing, Inc., certifying that Silverline Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. G?<-Je� Lyndon F. Schmidt, P.E. FL No. 43409 December 16, 2008 PF861 Sheet 3 of 3 Silver Line W I N D 0 W S• D 0 0 R S an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 MODEL 4100 / 9100 EXTRUDED VINYL FIXED WINDOW "NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 2007 Florida Buzd'mg Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZI. 2. Product anchors shoo be or Rated and spaced as shown on defogs. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used In areas maturing wind bome debris protection this product Is required to be protected wits on impact resistant covering that compiles vrith Section 1609,1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering onalys@ by a gcensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRrPn0N I Typical elevation, design pressures 6 generad notes 2 Horlmmal and vertical cross sections 3 Buck and frame anchoring 15r X 9e) 4 Buck and frame anchoring 6V% 5 Big of malerials, components 6 glazing detail FRAMEWIDTH :MAX. FRAME DIMENSION ,..^ ,„MAX n'; RL0. DIMENSION , GLASS -,,DESIGN (FSi/.. - fOSDIVU ',NEGAIIVEA 54.ff X 96W 49.17 X 91.12' GI +33.0 -35.0 60.DVx 72.00- 55.17x67.12' GI +50A -50.0 i g E : 12208 c N.T.S. i en JK 6 en LFS 3 FL-5702.1 i c VA-vm)�w)ecwm]Wo7 Wl-9DUVMlVt-5MVI,]TO dM, 11 A 1-2 0 O G a m O O N A Aa n 0 r- :p O ~a N O U a IA'MPL E erne. (rYP.) :a c v N _ A F O O In O G � m N N A b! fA T ^ = N Q m � 0 m � A s Q Z �° p, $ q PhOWCf: b PnOmM eY• R SIL4ERLINE FIXED WINDOW m��Tum• we PA. em aao vm.w ti ssso] � r'a Pn.,w xee eise]a.viw rV R O �1 N flv10o emN o/ PMvlwnl ppin•v. Peia PAREPARf OR�EAIBLY: NO DATE gy N HORIZONTAL AND VERTICAL a •mnerbeuen Ha � �(2•!L•O� CROSS SECTIONS y�qy� G. Scllln�d!• PE Ma 1]W2 I' S O5C06 fl.W. BunnwA COM01L�•MY IMe. 6• 6' I� I is TfP. HEAD JAMM MASONRY 65R15 OPENING III 1 I -III I ErrCxANCNOMNG FRAMEANCHORING 2X1s4UCE6FlfkIICfIDN CONCREMANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requhements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to modarJolnts. N concrete screw locations noted as MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: ANCHOR, ANCHOR ' ` "ea A1t�1lMUMCLEARANCE "' :41 M C4EARANCEiTO 1 TYPE,„, , SIZE U;:MlNIMVM AAEF'bMl'NZ TOMASONRY�DGE-` ' ,APJ CENTANCHOR� „ ,, Y1/4' ,, 1`! , , ; _. llyl 1.1/4' 2.1M 3' ELCO -: 1/4' 1.1/A' 1' I FRAMEANCHORING 1XB C 1R N °bESIGMPRES4URE�QsSf),' M'AX r ,; DUIENSION , ` :'POSDNF ';.:'NEGi1flVE 54.WX 96.W *35.0 -35.0 FL-5702.1 � a, 55 a 1 MASONI OPENING 2K BUC1 � ON CFNIFR 15 n?. HEAD JAMBS &SILLS _ Y BUCKANCHORING o A- MAY FRAMEANCHORING 2%B C MN a' wx � m MASON9Y- OPENPIG MUCK, CONCRETEANCHOR NOTES: i, Substitution of equal concrete screws from a differentsuppller may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minlrnum edge distance to mortarjolnls. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar jotnts, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 3. Concrete anchor table: ANCNGR s ANCNOR ;';1VIINfMUM MIN/MUti1 CLEARANCE MINIMtlMCtEARAN4`E'L`O, TYPE " ;, 'fOMA30NRYEDG�E ADJACENTANCHQR „SITE , ,,,,4M,ffEDlytpNt,,, �, 1-1/4• 2.1/2• 3' 96•MAX ON CENIER 67 MAX 1111 ,g TYP. HEAD JAMBS &SILLS ppEppE��SS �U �o FRAMEANCHORING 1KN >x MAx'. v ; ¢DESIGNPRESSUIL�(PSPJ i D1MEN510N ilY05RlYE'NEGAi1VE'-- 61.0d'x 7Z04 +50.0 -50.0 FL-5702.1 r 4 orb BILL OFMATEBLILS DQCNAION MATERIAL 7 EXIRL�wNYLPVC Fi%®WINDOW FRAME BY SRVFRIAlE N4101 OA67 WALLIHK • VINYL FXIRUDEDVINYLPVC FBf®wMDOW GLAZING BEAD BY5LLw32LPlE N4717 0.0bPMP1. WALL INK. • VVINYLKIR 3 EUDEDwNYLPVC FITTED WINDOW SNAP -ON RANGE BYSRVERUNE OLIEP WALLTHK. • VINYL 5 GIA2ING COMPOVND DOW 01199 SILICONE SWCONE 10 GLIIINGSEIIWGBLOCK 0519 CVS1OM CRAFTPUSRCS - 11 METAL GLAZING SPACER - 13 1%BVCK SG�0.55 W000 u RxBUCK sG=>oss wooD IS I/4'x23/C PNI B.COOR OW CONCRETESCREW STEEL Ib NIOx TPPH SMS STEEL 14'MA%. SHIM W D 19 I/P%R3M' NN. ELCOOR RW CONCRETESCREW pe TEM m�f I G • THEAPPROVED WHITE RIGID PVC D(IERIOR MUSIONS FOR WINDOWS ARETO BE PRODUCED BY j E%IRUDERS UCENSEES M'AAMACERRNCATION PROGRAMS FOR RIGID PVC D RUDONS. Z �O o0 ia 7/16' GLASS H e BDE � 125• 20 — I GLASS 2 D 5/3TANNEALED AIRSPACE � 5f3TANNEALEO � n x 1 D 11 i u 1�. I ,0 5 DRD 12 2 OB i F� swn N.T.S. NG ONAL I D.9N RA JK m Smpm GI aot tH: LFS gCY9Y0 I1].t m FL-5702.1 m n $ 916.T.�mi' O I