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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online — 1 G / ' / Pagel of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db" r 4 Product Approval USER:Public User produtt Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15780-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLanga n@sok-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E. VValidation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year AAM A/W D MA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15780 R7 II (a)Inst 15780.1 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 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780 1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 H (a)Inst 15780.2 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 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.2 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.3.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 15780.3 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.3.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.4.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 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.5.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 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 [LSenes"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.6 Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.7g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level "DH30I"&"DH30PI" "D"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FIA.5780 R7 II (a)Inst 1.5780.7.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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particul rs. 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity "DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 1`;780.6 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 15780.8 for Design Pressure Ratings,any F115780 R7 kE_....(DI Ey_al 15780.8_pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window-(X/X &"DH30P" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.9.0 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 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.9.Odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO 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 mall 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),Florida 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 emalls 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. Product Approval Accepts: 9-11-01 eCl'eck Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 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 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / I / !' i October 11,2017 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "Barcelona" Windows Double Hung 10250 Philipp Parkway Model"DH301"&"DH30PI" Streetsboro,OH 44241 Double Hung Window (330)528-3400 "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E. (System ID#1998)for Soft- Lite LLC., 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 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"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. 5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for"HVHZ'. 7. See drawing FL-15780.8 for size and design pressure limitations. Supporting Document s: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001734 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex® PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No. FL-15780.8 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. Prepared bV ��;tl{{{tD1►�JJ 4 Buck CalcuAnchoring RW Building Consultants, Inc. (CA#9813)������F'.�....... a i � Sydon& SchmidtSealed , P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. �� �;��G�wS�c••,. ei 5. Quality Assurance No 43409 ; s Certificate of Participation issued by Farabaugh Engineering and Testing, Inc,certifying that Soft-Lite LLC is manufacturing products w ' within a quality assurance program that complies with ISOPEC ' 17020 and Guide 53. STAT r 409 ;,s�©N % ��o�v LyndonF PE NoSchmidt,P. E. 10/11/2017 Sheet 1 of 1 Softlito ............. =d)'Windows . tD';�j z B1 illgilLg duality to light. i o m o 10250 Philipp Porkwoy r r r r r Streetsboro,Ohio 44241 n f�u�a a x Z d l� P pLW �mCW SEE CHART FOR SEE CHART FOR �� sU a g 5 4 c°m BARCELONA�� FRAME SIZES FRAME SIZES 4 aa. 4 Model "DH301" and "DH30PI" °z �w JTd DOUBLE HUNG WINDOW "IMPAcr' 3 WZ XLY p 3 O cZWa W co GENERAL NOTES o U� 1. This product has been evaluated and is in compliance with the 6th Edition(2017) / / " o a ti — Florida Building Code(FBC)structural requirements including the"High Velocity �;% �j/ o a Hurricane Zone"(HVHZ). N J 2. Product anchors shall be as fisted and spaced as shown on details.Anchor m X X embedment to base material shall be beyond wall dressing or stucco. 0 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require an impact resistant covering. iLn 0 4. For 2x stud framing construction,anchoring of these units shall be the some as that $ shown for 2x buck masonrycorufrucflon. Model"DH301" Mode)TH30PI" Ej 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 0 i a 6. This product meets the water infiltration requirements for the"HVHZ". „ $ o a" TABLE OF CONTENTS MAX. MAX. DESIGN PRESSURE(PSS 'n SHEEN DESCRIPTION MODEL FRAME D.L.O. GLASS o 0 g 1 Typical elevations,design pressures and general notes DIMENSION DIMENSION TYPE POSITIVE NEGATIVE Z DATE 4114/17 i 2 Horizontal cross sections "DH301" 54.0"X 76.5" 46.25"x 33.875" G1 +55.0 65.0 SCALL N.T.S. ° E 3 Horizontal cross sections owc BY. UK m' ` 4 Vertical cross sections - - 5 Buck and frame anchoring "DH30PI" 54.0"X 76.5" 46.25"x 33.50" Gl +55.0 -65.0 CW_BY.. LFS 3 z 6 Components DRAWNG NO.: a 7 Components — ---" — FL-15780.8 0 8 8BI of matenois and gl®ng detail SHEET 1 or 8 v Hardware Notes: ,. loch located on lock ral 1 2 S 1-1/4"MIN. `A ,,...... 10"from each jamb. 4 " I EMB.(TYP.) Q: Z_ / SEE DETAIL 1 SEE ANCHORING SHEET tll:.j z24 ' 4 i/7 33 28 8 Gl ' •.. ,...' z n X INTERIOR INTERIOR '��ii ���� >>M o 2 24 �N� nn�� o°n a0 z° a N•; 2 � O � ^'t E imZo 3 3 S�Lm V mda� D=p s � c i pp�� 1 X 25 3 L) EXTERIOR kcl: EXTERIOR $ G 3 E m N 3 o<h 3 4 5 1 _ct 4 4 2 HORIZONTAL CROSS SECTION DETAIL I G I vo 0 E $ Shown Direct to Masonry o 8 0 $ a a LL C A m " 24 SEE DETAIL I 1-1/4"MIN. C SEE DETAIL 1 M' u 33 28 8 G1 EMB.(TYP)) 24 33 28 8 Gl INTERIOR INTERIOR Z S I I u) Lj 8 0 13 9 13 9 w w o EXTERIOR o o EXTERIOR K z u s DAM 4/14/17 i � 1-1/4"MIN. Do EMB.(TYP.) 1 Scut: N.T.S. E owc.rn: JK m t c r &Y. LFS 3 1 HORIZONTAL CROSS SEMN 1 3 HORIZONTAL CROSS SECTION NAM.No.: e9 2 2X Buck Construction 2 Shown w/1 X Buck FL-15780.8 a N 4 ISHM Of 8 Q R:\O1entASolt-Ltte Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-6.dwg,3 `A X 0 A n•O m 'a v c- ca cc T T n _ Z �A D Z W N = • _ 2 m W v = so 0 n- J - o 0 }sJ A 00 W A T N W CA ."a T ONO png 0 va Y 0 .O W � IA m W W � D �> �O Go ra- 0 Ino N Inn Z W m v a W 47 - rn a rn A A / ��� F•SCH ���. G v.• N 40g•.T i*r Q PRODUCT: Deeument. Pnpe By:. '1 SOFT—LITE WINDOWS Lyndon F. Schmidt .•_�Q P.E- No. 43409 ••.•. i,.,;�NAlltttt. Co y 'o` PART OR ASSEMBLY: VA. BUILDING CONSULTANTS, INC. Ip N J, P.O. Box 230, Voirlco• FL 33595 m v NO DATE BY HORIZONTAL Phone No.: 813.859.9197 R ISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING Cor,euLTANte IN- E E =dit a •Z. 4'm iii�•'••. `` �>°n� pip Z B D A ','it m ono i U N•; \$w C C u ' i o=v 2 G m C W E u$ 96oa F e 'md`a� 2 e CZ _ 13 14 21 20 13 14 a 932 9 0 5 N 9 5 EXTERIOR INTERIOR 26 I GI 2 PER KEEP R EXTERIOR INTERIOR TICa �_ m �y GI �1 VERTICAL CROSS SECTION 4 Shown w/1X Buck 12 1 VER17CAL CROSS SECTION 6 q o d 4 2X Buck Construction GI INTERIOR of y o EXTERIOR g Gl 10 a Gl 10 15 13 m EXTERIOR INTERIOR4 m � 31 13 L 31 1 27 E 29 32 4 0 2 _ N a C — H 16 28 30 x 302 13 Q e B B 71 14 o , g o g 9 5 E E • wn 4 t4 T7 EXTERIORINTERIOR - D same N.T.S. GI D MG.BY. JK a«.er LFS a 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION DRWM MD: 4 Shown Direct to Masorvy 4 2X Buck Construction 4 2X Buck Construction FL-15780.8 n (Shown w/Sloped Sill) o N OSHEET ¢ OF 8 Q CL 4, RyP.) _ 10.s'O.C.(TYP.) =V * O 2zZ r 6"(TYP.) z� '�O` '' r l 1 ��rrrrru up ���` o n m 6 U N •• O 4C v U o Z V U 2X BUCK F n\ F a L 0 O m C W _ V t ua p o a 1X BUCK G a Na ma`a� TYP. SASH DIRECT TO to BUCK MASONRY H _ E o BUCK < FRAME HEAD 8 JAMBS c w MEETING --__—__-- z 0 2X BUCK M 3 MASONRY OPENING IXBUTO KMASONRY z OPEN NG SASH DIRECTO U — J MASONRY m THROUGH TILT _ o LATCH BLOCK o in m o o o m co FRAME ANCHORING BUCK ANCHORING z € z L a D) $ CONCRETE ANCHOR NOTES: W 1.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 ' maintain the min.edge distance to mortorjoints,additional concrete anchors $ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. w i 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE ,' TO MASONRY TO ADJACENT o o TYPE SIZE EMBEDMENT EDGE ANCHOR z ° 5 wTe 4 14 17 TAPCON® 1-1/4" 2" 4" scuF: N.T.S. € ELCO o 1/4" 1-1/4" 1' 4" B L m 8 3 5 WOOD SCREW INSTALLATION NOTES: DPAWW.NO.: 1.Maintain a minimum 5/8"edge distance,1"end distance,E 1"o.c.spacing of FL-15780.8 0 wood screws to prevent the splitting of wood. " sxccr 5 or 8 • " R:\Offer*$\Soft-Ute Pe anent\A-Fonda Product A13provals\FL-15790 Double Hung\C-Drawings\FL-15780(2017)\FL-15700.6-e.dwg,6 N 0 N �Qp O 0 I 0 H �m 0.66" OJ A 1.77--�{ 1 _ ;16� o 4 H 0.065 1.63- 2.87" 0.95 l.S'—►{ 01 w � � m �f LL 0.86" 0.27' A. O Z o o f a P 1 0.09° � � J► o y 0.065" 1.44" �{-0.39" 0.37' 0.09" T I I Ti � •I y :C 55o� y -� i� T} o � � ,,11L11I1I/7 1.OS a 0.27'-1 *.7 No.43409•• T PRODUCT: LMeumenta Preporsd By: ••. SOFT—UTEIWINDOWS Lyndon F. Schmidt % •••.!LtpiBct"; ��� U .. Z P.E. No. 43409 IO "n X fn .. PART OR ASSEMBLY: GDq��BUILDING CONSULTANTS, INC. Dp D� NO DATE By COMPONENTS JU P.O. Box 230, Vairloo, FL 33395 REVISION$ Phone No.: 813.859.9197 O z❑r 7 R.W.all-11B co"•eu.AH to 1— FBPE C.A. No. 9813 R:\Oknts\5oR-Lite Pernanent\A-Florida Product Appm+als\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.E-8.dwg,7 2.87• o 0 L Tpp _ El= f� T W Mr O 1.96" TIE 0 T P O I.OT' 41 a On W � � N T 0 1I f� f � 2.39" 1.21" 1.0 T'-----� a �e 0 T y o 0.41" oo 7 O 0.06' p 0.84" c `111111111177/// 1.96" $CH G N0.43409 S PRODUCT: Documents Prepared By: WOUE OF r- SOFT-UTE WINDOWS Lyndon F. Schmidt V I A P.E. No. 43409 to� Z -• ///O 1111111//` OD r- L -i PART OR ASSEMBLY: GD�7,r/BUILDING CONSULTANTS, INC. ICDC) Z l� JLUI/ P.O. Box 230, Volrico, FL 33595 m NO DATE BY COMPONENTS YYY Phone No.: 813.859.91 B7 REVISIONS FBPE C.A. No. 9813 0 201 7 R.W.8—DING CONS—ANIS INC. BIL!OF MATERIALS `�` 'l,� REM i MATENAL �O'• '•• '�� On A 1X BUCK SG>=0.42 WOODZ n B 2X BUCK SG>=0.42 WOOD =V: 2 - a =tlf: o C 1/4"MAX.SHIM SPACE - �v,.•. Z 41•0� D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �,)' .,•,. _.• '°-Z o m m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ��i� ��`� n 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �Tm ���� o nm i ' F #8-15 X 7'TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL n "a d 1 G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ n ` i °Z d H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \` a w w 9 g 0 m K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v i m a a I M #10 X 2-3/4"PPH WS(1-3/8"MIN.EMBEDMENT) STEEL `o i 1 FRAME' PVC S rW 2 HEAD' PVC ° -'a 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE` PVC 3 J¢ 6 KEEPER RAIL' PVC ¢� 7 LOCK RAIL' PVC 8 PLAIN STILE' PVC 9 GLAZING BEAD` PVC 5/8"GLASS BITE DOW 2400 SAS m `~ 10 BOTTOM LIFT RAIL* PVC 7/8"THICK tz "q o 11 REINFORCEMENT(6065-T5 ALUM) ALUM. vii oma 1/8-ANNEALED v 12 REINFORCEMENT(6065-T5 ALUM) ALUM, 0 0 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 0.090"SAFLEX PVB INTERLAYER a a 14 HEAD POCKET INSERT* PVC a 15 SLOPED INSERT' PVC 1/8"ANNEALED m 3 16 SLOPED SILLPVC b 20 LOCK AIR SPACE 21 LOCK KEEPER 24 TILT LATCH BLOCK 1/8"ANNEALED OR TEMPERED GLASS* 25 TILT LATCH `^ a" EL STEINTERCEPT SPACER z 26 #8 X 1"PFH TEK STEEL 8GLAZING DETAIL N � 27 #6 X 1"PFH TEK STEEL GT � 28 WEATHERSTRIP(187-270 TRI-FIN) 29 BULBSEAL 30 BULB SEAL 31 PIVOT BAR STEEL "HVHT'GLAZING NOTES: z a 32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 m g' 33 BALANCER BRACKET 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. < F •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY m EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z g DATE: 4/14/17 i SCALE: N.T.S. I E M.BY: JK m g auc.or. LFS 3 DRAWING NO.: R FL-15780.8 n a SHEET S OF_.L N a O