Loading...
HomeMy WebLinkAboutProduct Approval-FL 15781-R8 $ R W R W Building Consultants, Inc. I, BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 '1 Florida Board of Professional Engineers Certificate of Authorization No.9813 'I Pi•oduct#Evtrluation*Rep,t - sk--Report fo FL 15,78111 4 as t t � '. �� �" t, a.� r�• . C. '.;, t Date Arigust29,20,. 7,,A Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway \ Model"SSL301" Streetsboro,OH 44241 Sliding Window (330)528-3400 "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 Soft-Lite LLC based on Rule Chapter No.61 G20-3,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. II Limitations: , 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building.Code(FBC)structural requirements including 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 the"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. t n. 5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15781.11 for size and design pressure limitations. 7. This product meets the w-ter i flit ation requirements for"HVHZ". uppo ung Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001826 TAS201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E. TEL 03001829 TAS 201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt,P.E. TEL 03001832 TAS 201,202&203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt, P.E. TEL 03001870 TAS 201,202&203=94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 1;r 15-1201.11 Saflex®PVB Interlayer(Eastman Chemical Company) li 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 11 3. Drawing No. Prepared by Signed&:Sealed by No. FL-15781.11 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by 1, Anchoring RW Building Consultants, Inc. (CA#9813) 0G°cCtrn, Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. ,�geti©3 r w. -e, 5. Quality Assurance ,,,k• ,-..o f'�= • O L1t� _ o Xi o;J=d f"� 'Windows -V"> Z p°3 N n { m Bringing quality to light. - SEECHARTFORFRAMESIZES '''...,,,, rfa111'` �```` o'm o 10250 Philipp Parkway o n z Sireetsboro,Ohio 44241 ' a x Z 4 ‘ t'. Em ?m°m a -- va 9 I O. "BARCELONA" -- - / \ c LL� m d a LL d r / / E o2 Di Model "SSL301" 1 /,// 0 3`d SLIDING WINDOW p. 2 W2 FO „IMPACT' o Z1 2 O Z F s1 X 0 W FQ J = GENERAL NOTES W CO v ) L o ▪ 1. This product has been evaluated and is in compliance with the 6th Edition(2017) / / a a cc Florida Building Code(FEC)structural requirements including the"High Velocity 3 Hurricane Zone"(HVHZ). ;// i// i2 ro e a 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 FBC and does not require an impact resistant covering. o 0 2 U' (A • 4. For 2x stud framing construction,anchoring of these units shall be the same as that N shown for 2x buck masonry construction. 5 x ti 0w 5. Site conditions that deviate from the details of this drawing require further `^ P. engineering analysis by a licensed engineer or registered architect. MAX M.,..;,./.,-,..._...,.- GLASS DESIGN PRESSURE(PSE) 3 0 6. This product meets the water infiltration requirements for the"HVHZ". FRAME DLO -7,w2 DIMENSION ...'.:,-Cl' ENSIGN '1:1.7.7J-''::.:-.POSffIVE NEGATIVE` ^o 4 = TABLE OF CONTENTS ( 73.0"X 63.W* 31.43T'x 54.375" G1 +55.0 -60.0 -z g SHEEN DESCRIPTION OATS " 1 Typical elevations,design pressures and general notes 73.0"X 56.0" 31.437"x 47.375" GI +55.0 -60.0 4/N6/17 z° SC.ALE N.T.S. E 2 Horizontal cross sections owc.BY: , m 3 Vertical cross sections 4 Buck and frame anchoring 73.0"X 48.0" 31.437 x 39.375" GI +60.0 -65.0 cm(er: LFS 3 s 5 Components DRAWING No.: a 6 Bill of materials and glazing detail *Requires external stile reinforcement(Item 417) FL-15781.1 1 - SHEET 1 OF 6 N' G g - - - ------- 1.NOTE: em#17 required for units `��```,11*"' •'�/j���' greater 56"in height. p; •-•V V. m 1-1/4.MIN. tA'i :* 1))01:::::7-:= EN d EMB.(TYP.) INTERIOR 1-1/4"MIN. V"• Z ri eiz k °a n INTERIOR .- co Q g-m ® © EMB.(TYP.) ® �i� .•^.��.• J R.9 omi 5 '''���111 IPI\ %•% z om d ��/ /�/ • 0 O ® 1 a N••Z / / .•,,=4 11V/ 9 (9 8Z� =n -o 1.' E m z o a OA 1111.11.11111117.- Eu.t? g 2-1 N,.41\• k 1-50..7 Iw. ` Z Z X z v O ED .- A.5 amu? . . F .. �� 4 .111qj 0 2 O co G1 , , . . . io r O v, .„ is , TI/I EXTERIOR EXTERIOR o z o a� o a— 3 ~w © © p , mNy � r EXX! )3 Ft O 0O o �2 =v O HORIZONTAL CROSS SECTION ci-)HORIZONTAL CROSS SECTION N oQ Shown Direct to Masonry Shown w/1X Buck n O ia a M 1-1/4"MIN. >- 1 t EMB. © O EB.(TYP.) Jm oO O 0 T„4 N.,.. . ® ®_, INTERIOR Og • Jm Oo oW QnrINTERIOR , 12, 11.11 .f. . , f•„ , .w.1 .1111.11.111 nommomm ..r.oil ED 0 L_____fflas IIVA -.1.- • '",.4 cr _ ip ;\\II1\1111g1'.\1\i111 - O 7i-- coo .�� i'' •0 , O Gl ring' o N~a° EXTERIOR 1 ✓ �,; O O o I -Z a 0 O �� ® 0 O O ® 0 O © DATE: 4/26/17 -a EXTERIOR sC LE N.T.S. o SEE NOTE 1 5 ir © 7 SEE NOTE 1 ONOTE: DWG.er: JI( m 1.Item#J located 7-1/4"from CHK.Dr: LFS c ®HORIZONTAL CROSS SECTION 4O HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION Dw,m"D NO.: each end and 1 at the center o F 2X Buck Construction 2 2 (3 total). FL-15781.11 0 SHEET 2 OF 8 N V © e e / 0 a 0 QAC • .4, ..0 I. 0 O a. . _ 0 x. ;` O O •lam? : za "!_ O z —i— O 3�• *p����Z4'n .., �� O Wei 0 E Za a �Y• t,0 ytminEro SEE NOTE 1 SEE 7441M .:, 0 m //",� r�r 11`....`�\ i o m'o �•i J NOTE] 0 — h�"'� © � 1 ` .... 1_Z'y_0 � Uof••Z SEENOTEI 0 �� O O � �' i..ly. © �•1i1� '� ���� I g To, Z m cw O m © .r1�111Z�� I m0 I -,�.;Igklii ��i m �N > N ;dt� �u.S 1 .124 ill - L) ��\ � n m d.. g IS m '14,4„.„.N"�.`� 0 O ;y'"1..�.v. Lx.A117 15 1'I 111 I O A' '1 I v l 74 II0 111 ®� i1rDo o m m R" El z ZSol 3 UW EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR = m w� o i N >o ® oii� l ® o 0,111 l 0 ® o 0 y cn Cc cco 11111 _JNL 0 1.110 _� 0 ��I iii= ... ilfs --t4.-11; :-.. vicinm :� O 411 ii.lird m 0 —r; ' G n ,„,,......0Q 0 �r •.rte, n © ,IIr � L� fir..� �i SEE �” _ , 0 SEE l�l� � �f� , 0 141_ ,,.�,: ,._. 0 tTai NOTE 1O �I�s ' O NOTE lO �l� VIII 0 SEE© SO" L�.1�LJM1� MI r-r I , 0 o y �ir7 _ _ 0 `"� SILICONE SEALANT NOTEIO ••�•�f • u �;� F ��. _ SILICONE SEALANT �L�y Ti' 0 N © © O O �© ■• SILICONE SEALANT w �• 0 0 `_' 0 t 0 =w Za _O o 5 ()VERTICAL CROSS SECTION 2 VERTICAL CROSSSECTION m ()VERTICAL CROSS SECTION DATE: 4/26/17 02X Buck Construction O Shown w%1 X Buck w Shown Direct to Masonry ^W scams N.T.S. a owc.Er: JK m v. NOTE: CHIC En. LFS 3 . 1.Item#J located 4-1/8",17-3/8",29-1/4" DRAWING NO.: r and 31-1/4‘ti "from Jamb stile end(4 total). FL-15781.11 - b SHEET 3 OF 6 N O_ • tttttt 111111,4 k: •,4Y'i . O p =Xi o;�.a a _C. wg:a=KI, �M'. z m/ij0� �� o m �'�Y co Pana • 6..PP.) SASH PK) 4(rrP.) .. '',////11 I II IYti �` o n m z° 1 r 7. / l'" Ri.-:q. g o.°ca "v E vz O ' m 1 — 2X BUCK©a 2X o ��•d TYP. BUCK IX BUCK O o 7-1 BUCK DIRECT TO FRAME— MASONRY© 3 MASONRY).:1 . U O 2 MASONRY OPENING �P J O Z w OPENING —• — g 3 y go F. f-W c m o _ Q 0 'f, m BUCK ANCHORING FRAME ANCHORING J O 1Q- Z • U • CONCRETE ANCHOR NOTES: „Z–, 1 I. Concrete anchor locations at the cornea maybe adjusted to maintain the min. 5 edge distance to mortar joints. • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to y 8. maintain the min.edge distance to mortar joints,additional concrete anchors 6 i Pi may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. • 3. Concrete anchor table: - w z P. ry F- a MIN CLEARANCE MIN CLEARANCE: .o c vANCHOR :ANCHOR RAIN 70 MASONRY 70 ADJACENT m TYPE SRE' EMB@DMEN- EDGE:... . . . .......ANCHOR. Ci z 'Z [�] 5 ITW ® 1/4" 1-1/4" 2" 4" DATE: 4/26/17 z TAPCON SCAM N.T.S. a E LCOrnvc BY: JK . U 0. v. TRACON® 1/4" 1-7/4" 1" 4" WOOD SCREW INSTALLA7K7N'NO .s. OTM LFS N r 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of Dee.awwc NO.: ti wood screws to prevent the splitting of wood. FL-15781.1 1 0 El c SHEET 4 OF 6 V f. II R1Clients\Soh-Lite Permanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL-15781 6TH ED(2017)\FL-15781.9-11.dwg,5.3 1 1s' —� I 1 IV 0 0 - Z .L� .... �OO , ' G el n I. O = o z y a. 0.062"-- y /— iI I I, 1 I---1.07'—�{ m w w v. T 2.25 0 m 0.57"el A '° L - 1.21" T1 ,,, S I.OT' J 1j I I 1I 1 rI 0.5" �' 1 T ���� 0.135'NV m \ r �. { A y — c. F-- ,.• F L t I 287' 1 0.84"--iIi- NL7 I.0,,, r_ 0.0650.091" A LLo 0.067' A I a �� •0.31" 1- 0.735' I -1.05 —moi 1 1.23" I I - 0.627' 1 ot l' m CI)s l' V.) 0.386" 3 m oe \� to a 1 Pe f i en TrI ' P ` J y I U U jt II o f 0.089" `f E y o JO 1 Oo q I , I I = LI I —1.OS'—�I o Fes-1.5' .I 1 0,124" 1 A i 0,41" P % • 0.627' a+ T a r 0.05' Cil)n m I \\. \*, >o .J ris m \:1j ch * SCHM�,„'It Ci I 0 0.75' \v''J• �ENBF'�9. ice.' 0.133" —•—0.95'---.-- No 43409 /z9.is * *_ '" $ 7 Z 6 g PRODUCT: Documents Prepared By: OIAItsN- 7 9 T1)r z SOFT—LRE WINDOWS Lyndon F. Schmidt ''• 9MQ!'•''. �\ i'� I� I D `� P.E. No. 43409 41 iPS,7OHAl 6\ Ul N. 2 N ////!11111111` o Co r -1 m PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. h N •to v 1 7/12/17 REVISE GLAZING DETAIL LFS COMPONENTS R P.O. Boz 230, VGlrlco, FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C,A. No. 9813 , 0 2017 R.W.BUILDING CONOULTAN to INC. BILL OF MATERIALS J�` ..•.���,,i REM 9 MATERIAL ••m•• •- '-.11.:-. n A 1X BUCKSG>=0.55 WOOD =Z' o c.j-d ro B 2X BUCKSG>=0.55 WOOD =Vtt -o•z-� io:�� rim C i/4"MAX.SHIM SPACE '�':� z 54::,O: ' 6m •D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL :� 0. E 301 OR HOLLOWMASONRY- OPSI MIN.BLOCK COONCRETE NFORMING TOOASTM ING C OTO ACI CONCRETE '''''..I/LT.1Ii P o n A i F #8-15 X 2-1/2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL h 0 N "o G 1/4"X 3-1/4"HWH ELCO OR 11W CONCRETE SCREW STEEL 40 a 9 0 o z v H 1/4"X 2-3/4"HWH ELCO OR MN CONCRETE SCREW STEEL N o °a 9 •. Zoi`o a J #1016X2-1/2"PFHTEK SS SS a Na m aam 1 FRAME` PVC _ o 2 HS FIXED PANEL SPACER' PVC 5g 3 WEEP HOLE COVER' PVC o .>' 4 DSL FRAME FILLER' PVC • 5 DSL HANDLE SASH' PVC • 6 KEEPER RAIL' PVC 7 LOCK RAIL' PVC m NJ ▪ 8 DSL MAIN SASH' PVC 5/8"GLASS BITE 7/8'THICK z w� 1/8"ANNEALED 3 <, F 9 GLAZING BEAD' PVC 0 W 1 �? Igi 0 10 DSL COVER' PVC "I�0.090"SAFLEX PVB INTERLAYER t- s o n B 11 ANTILIFTTRACK* PVC N �' 12 ROLLER SILL TRACK ALUM. N re m?13 REINFORCEMENT(6065 TS ALUM) ALUM. 1/8"ANNEALED o o14 REINFORCEMENT(6065 TS ALUM) ALUM. -� AIR SPACE aa• 15 REINFORCEMENT(6065-T5 ALUM) ALUM. 1�• 16 REINFORCEMENT(6065T5 ALUM) ALUM. itL,L,.........„... � 1/8"ANNEALED OR TEMPERED* m 0 17 REINFORCEMENT(6065-T5 ALUM) ALUM. u 18 SPACER - ' DOW 2400 SAS e. 19 ROLLER ASSM. - GT GLAZING DETAIL STEEL INTERCEPT SPACER • 20 LOCK - 21 LOCK KEEPER - - 2 U z a 22 #7 X 3/4"PFHTEK(LOCK) SS = 23 PVC COVER FOR HS REINFORCING BAR(item#17) PVC NOTE:TEMPERED GLASS IS REQUIRED IN THE"HVHZ'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. o rn • 26 #8 X 1"PPH TEK(KEEPER) SS .. 27 #10-16X1-1/2"PFHTEKSS SS 28 WEATHERSTRIP(187-270 TRI-FIN) - N o. •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i • EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". .. m n `.Y. O F v' n " N O 8 -z U 5010 4/26/17 2 SCALE: N.T.S. 5 3 DWG.BY: JK O CHK.EN: LFS ce DRAWWD No: o^ FL-15781.71 .a B SHEET 6 OF 6 N --— , . • Eitbrida Buildi1lg Code Online , • '.1------- ii— -7-1i171ilii,''111-1-1—"----'17'= '-"'7‘7,7 '.' -77,16'; ','-'-"-7:77:'":-.":c;.":'fr7rm'"-----'"',, f:. . ;;;T,,,!.; .:.:1 _,,,T.;;; „;,.;'i;;' ' ' ,. . „ '' ; ',lj„, '';'-'...'''-'-11,', ' ,,-;;, ,' ' ' ,,-;; ;!';''' '" : r.,..,,-...„7. „ „ , ,,, ...,,,, ,,,,, ,,,,: ,,,,. ,,,,, -,..,,,„,„„, ,,,,,,,,,,,, .,,,,,,,,. ,.. ,, ,,,,,,,,,,,.,, ..,, ,k4.47,5'Y,'*:;.,-,;iLtifj=0,1.!,:'767,,,t..-1.K!,,,Akgtjt*S.7-.,,,t.1,41S,111,(9,U F„:7 ,,„,q,4„,:-,,, •-:..,....,::,,,,,,,,,,,;-..., ..,„:,..,,), „,..,,,,,:, .-,,,;,;,...14i,,,,,.., , ,,„,,,,,...:,,,-„,„,..,,,,,,, _, •,,, . ;:,,,,,;:,i!„,,,,,,--,,,,-, .,,,-,,,,,,4,,!,.:..„, ,,,,,,,,:,, _ ,_,,,,,,i0,,,,,•,,,,;,„,-47,.767..;,.vii,r,,,,,..1-,,a,r,,,,,t-irkillirmiT,7„-....- 5 '''''.i BCIS Home 1 Log Ir i 1 User Registration 1 Hot Topics Submit Surcharge i Stats&Facts I Publications , Contact Us i BCIS Site Map 1 Links i Search i 1 ,,i;-- '• '-'4 Flolid4. tt,,,V. Product Approval .,r ;;; USER'Public User . , ::'"' -.,...;,:i".':"!'il, .: Product Aooroval Menu>Application Detail r7.,--,1-,-;;1/47777-7777-71 1 FL# • FL15781-R8 .7 ,',"=<., - .=*,, Application Type Revision ..lr.`" ,,, .. ., 1.,. .-- -':,-,4',:t,k-, Code Version 2017 ,,, Application Status Approved Comments 5I.i.`.-.. Archived 0 . . '',rt,.2.. i Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway . Streetsboro,OH 44241 (330)528-1136 PLangan@soft-lite.com S Authorized Signature Vivian Wright "r;41,11.frrlirlrr-lr' -.''' '' rickwarwbldgconsultants.com .,4,4',:". '„, Technical Representative Address/Phone/Email i:.`, Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider rEl. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed FloriC 1, ,,,,, „,,-4,',,• ,e,.,-..-,,, 'i Professional Engineer Cs) , 0 Evaluation Report-Hardcopy Received , ,,r,,,,r-,,,,..,,r.,.., LU - I, ‘ , ...j ;,-,,,,fi:,,,,,'::- '''.,,- Florida Engineer'or Architect Name who developed the Lyndon F. Schmidt, P.E. azim. Evaluation Report Li. Florida License PE-43409 _-_,, . Quality Assurance Entity Farabaugh Engineering and Testing,Inc , ,,„,,,,r",i,i,,,,'" - -,-, , , l., ".."'irrr,'„- Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received ,1 2 Certificate of Independence FL15781 R8 COI (b)Certificate of Independence.psif_ Referenced Standard and Year(of Standard) Standard ; Year ,...; AAMA/WDMA/CSA101/I.S.2/A440 , 2011 ,-,4,4"r",:''' ' AAMA/WDMA/CSA101/I.S.2/A440 '. 2008 ASTM E1300 i, 2004 r.' ,- ASTM E1886 2005 , . , ASTM E1996 2006 ASTM E1996 ' 2009 TAS 201,202,203 , 1994 httris:ilfioriciabuilding.orgipripc_app_de.aspx?param=w0EvxQwtDcpeiSlrinEOW9Taf7MFDx.1QqCR4F8K9N%2fs0YeoUiUZ2mQ/03d%3d[9/7/2018 5:19:28 AM] . 1 Florida Building Code Online ftEquivalence oflProduct Standards Certified By Sections from the Code Product Approval Method Methbd 1 Option D Date Submitted 02/13/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/22/2018 • r ', ',` ' • Date Approved, 04/10/2018 ' . Summary of Products - FL# Model,Number or Name Description 15781.1 a. "Imperial LS DSL12" Double Slider Extruded PVC Double Horizontal Sliding Window-(XX Window Configuration) ' •• == Limits of Use Installation Instructions i' " Approved for use in HVHZ: No FL15781 R8 II (a)Inst 15781.1.pdf ' ,, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 .".`'s Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ",:. " • Other:See INST 15781.1 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781,2 b. "Imperial LS TSL12' Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX - Window Configuration) ,1,-,r 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R8 II (al Inst 15781.2.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 15781.2 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 15781,2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53(G5352)" Double Extruded PVC Double Horizontal Sliding Window- (XX Slider Window Configuration) 7.' P Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781,3,pdf Approved for use outside de 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 15781.3 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. u 15781.4 d. "5300 DSL53(G5352)" Double Extruded PVC Double.Horizontal Sliding Window-(XX Slider Window Configuration) I Limits of Use Installation Instructions Approved for,use in HVHZ: No Fl 15781 R8 II (b)Inst 15781.4.odf , 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 15781.4 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781,4.pdf ;,, additional use limitations, installation instructions and product Created by Independent Third Party: Yes . particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use• Installation Instructions Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781,5,odf • ,'t Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgt3elSAInEOW9Taf7MFDxJQgCR4F8K9N%2fsDYeoUiUZ2mQ%3d%3d[9/7/2018 8:19:28 AM] 1 Florida Building Code Online A'I'l,e, Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 15781.5.pdf , v,P' additional use limitations, installation instructions and product Created by Independent Third Party: Yes r particulars. 15781.6 f. '5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX-or XO Slider Window Configuration) ,a'' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R8 II (b)Inst 15781.6.odf tdo ,t 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 15781.6 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781.6.pdf ' `' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. , 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX ' 4,0," Window Configuration) Limits of Use Installation Instructions „.:,;,-4. . Approved for use in HVHZ: No FL15781 R8 II (a) Inst 15781.7.pdf I:, 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 15781.7 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 1.5781.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 1, : particulars. 1,„".;',.'s„;-!;,,,,-• 15781.8 h. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX:- • - Window Configuration) Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL15781 R8 II (a) Inst 15781.8. 1. pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E:43409 - Impact Resistant:Yes Created by Independent Third Party: Yes r ,F - Design Pressure: N/A Evaluation Reports I Other:See INST 15781.8 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781.8.odf additional use limitations, installation instructions-and product . Created by Independent Third Party: Yes particulars. 15781.9 I. Series"Barcelona" Model "SSL30I" Extruded PVC Horizontal Sliding "Impact"Window, Missile Level "C" Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions : ;` Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781.9pdf , ./. Approved for use outside HVHZ:Yes Verified By:'Lyndon F. Schmidt, P.E.43409 ' Impact Resistant:Yes Created byIndependent Third Party: Yes �4,:',,, r.>',--..- � p P Design Pressure: N/A Evaluation Reports , ',..1`,'` Other:See INST 15781.9 for Design Pressure Ratings, any FL15781 R8 AE (a) Eval 15781..9.odf ,° additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.10 j. Series"Barcelona" Model "SSL30I" Extruded PVC Wind Zone4(XO or OX Configuratio HoSliding"Impact"rizontal fissile Level 1i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781.10.odf $° �1 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 ; II 2,,�a Other:See INST 15781.10 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 15781.10.pdf - additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. . V 15781.11 k. Series"Barcelona" Model "SSL30I' Extruded PVC Horizontal Sliding"Impact"Window, High ,A,I, .. , Velocity Hurricane Zone Large Missile(XO or OX Configurations) , ,l Limits of Use Installation Instructions - ' I Approved for use in HVHZ:Yes FL15781 R8 II (b)Inst 15781.11.odf Pi 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 15781.11 for Design Pressure Ratings, any : ;: . . _v. • .. t rol' 3 additional use limitations, installation instructions and product Created by Independent Third Party: Yes ' i i particulars. ...... ....... •________......... , , , , , , https://tloridabuilding.org/pr/pr_app_dti.aspx7param=wOEVXQwtDgt3elSAInEOW9Taf7MFDxJQgCR4F8K9N%2fsDYeoUiUZ2mQ%3d%3d[9/7/2018 8:19:28 AM] Florida Building Code Online i I. • 15781,12 I. Series"Barcelona" Model "TSL30I" Extruded PVC Triple'Horizontal Sliding "Impact"Window, Missile Level "C" Excludes Wind Zone 3 and 4(XOX'1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) i; h r'.',1','-‘, Limits of Use' - Installation Instructions Approved for use in HVHZ: No FL15781 R8 IL LbjInst 15781.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 - Impact Resistant:Yes Created by Independent Third Party:Yes r Design Pressure:N/A - Evaluation Reports I. Other:See INST 15781.12 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 15781,12.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ' 15781.13 m.TSL30I's"Barcelona" Model ExtruLevel�"D" Excludes Wind Zoneed PVC Triple lSliding 4 1/41/2-11/4 and Missile (XOXand XOX 1/3-1/3-1/3 Configurations) , r Limits of Use Installation Instructions p )`, Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781.13.Ddf , 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 15781.13 for Design Pressure Ratings,any FL15781 R8 AE (a) Eval 15781.13.odf w"„:-.,';';',,,,,,4 , additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.14 n. Series"Barcelona” Model "TSL30I" Extruded PVC Triple Horizontal Sliding "Impact"Window, High [ , Velocity Hurricane Zone Large Missile(XOX 1/4-1/21-1/4 andl' , ..„ , . j XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions , Approved for use in HVHZ:Yes FL15781 R8 II (b)Inst 15781.14.Ddf ''N'""V' Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j, ,; Impact Resistant:Yes Created by Independent Third Party: Yes t Design Pressure: N/A Evaluation Reports Other: See INST 15781.14 for Design Pressure Ratings,any FL15781 R8 AE (b) Eval 15781,14.Ddf p additional use limitations, installation instructions and product Created by Independent Third Party.: Yes I; particulars. , 15781.15 o. Series"Barcelona" Model "DSL30" Extruded PVC Horizontal Sliding"Non-Impact"Window(XX Configuration) ''',..,•4?' r` Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R8 II (b)Inst 15781.15.odf 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 15781.15 for Design Pressure Ratings,any FL15781 R8 AE (b) Eval 15781.15,odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 15781.16 p. Series"Barcelona" Model "TSL30" Extruded PVC Triple Horizontal Sliding"Non-Impact'i;Wind ow (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions • I1 r � Approved for use'in HVHZ: No ' FL15781 R8 II (b)Inst 15781.16.odf _, I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 , • 1 =. Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A , Evaluation Reports Other:See INST 15781.16 for Design Pressure Ratings,any FL15781 R8 AE b1 Eval 15781.16.Ddf. ,w,, i ' '" additional use limitations, installation instructions and product Created by Independent Third Party: Yes • , particulars. . a a Contact Us••2601.Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 I The State df Florida is an AA/EE0 employer Copyright 2007-2013 State of Florida.••Privacy Statement•: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 a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1), 6Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide 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 `0 ;"'� , • 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, Product Approval Accepts: • https:/lfloridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgt3eISAInEOW9Taf7MFDxJQgCR4F8K9N%2fsDYeoUiUZ2mQ%3d%3d[9/7/2018 8:19:28 AM] Florida Building Code Online Credit Card Safe secuntymTrxres' haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1SAInEO W9Taf7MFDx.1QgCR4F8K9N%2fsDYeoUiUZ2mQ%3d%3d[9/7/2018 8:19:28 AM]