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HomeMy WebLinkAboutAPPROVED SL SH Florida Building Code Online Business & ProfessionalRegulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search d,bp a rProduct Approval R USER:Public User Product Approval Menu>Application Detail 1�01FFICEOFTHE FL# FL23505-R2 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived p Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-1136 PLangan@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL23505 R2 COI (c) Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZ%2fXAgyheyo9iXmp6NGpOTebnULdQ%3d°/`3d[9/12/2019 2:04:OI PM] Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 11/21/2018 Date Validated 12/12/2018 Date Pending FBC Approval 12/19/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 23505.1 a. Series"Barcelona" Model "SH30PI" Extruded PVC Single Hung "Impact'Window, Missile Level "C" - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (b) Inst 23505.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 23505.1 for Design Pressure Ratings, any FL23505 R2 AE (b) Eval 23505.1.pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.2 b. Series"Barcelona" Model "SH30PI" Extruded PVC Single Hung "Impact'Window, Missile Level "D" - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (b) Inst 23505.2.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 23505.2 for Design Pressure Ratings, any FL23505 R2 AE (b) Eval 23505.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.3 c. Series"Barcelona" Model "SH30PI" Extruded PVC Single Hung "Impact'Window, High Velocity Hurricane Zone- (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23505 R2 II (b) Inst 23505.3.[�df 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 23505.3 for Design Pressure Ratings, any FL23505 R2 AE (b) Eval 23505.3.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.4 d. Series"Barcelona" Model "SH3013" Extruded PVC Single Hung "Non-Impact' Window - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a) Inst 23505.4.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 23505.4 for Design Pressure Ratings, any FL23505 R2 AE (a) Eval 23505.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.5 e. Series "Barcelona" Model "SH30PI" Extruded PVC"Radius" Single Hung "Impact' Window, Missile Level "C" - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a) Inst 23505.5.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 23505.5 for Design Pressure Ratings, any FL23505 R2 AE (a) Eval 23505.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZ"/"2fXAgyheyo9iXmp6NGpOTebnULdQ"/o3d"/`3d[9/12/2019 2:04:OI PM] Florida Building Code Online particulars. 23505.6 f. Series"Barcelona" Model "SH30PI" Extruded PVC"Radius" Single Hung "Impact" Window, Missile Level "D" - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a) Inst 23505.6.[2df 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 23505.6 for Design Pressure Ratings, any FL23505 R2 AE (a) Eval 23505.6.pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.7 g. Series"Barcelona" Model "SH30PI" Extruded PVC"Radius" Single Hung "Impact" Window, High Velocity Hurricane Zone - (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL23505 R2 II (a) Inst 23505.7.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 23505.7 for Design Pressure Ratings, any FL23505 R2 AE (a) Eval 23505.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 23505.8 h. Series "Barcelona" Model "SH30P" Extruded PVC"Radius" Single Hung "Non-Impact" Window- (O/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL23505 R2 II (a) Inst 23505.8.12df 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 23505.8 for Design Pressure Ratings, any FL23505 R2 AE (a) Eval 23505.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Q Q 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 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 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_. Product Approval Accepts: © 9771 ® R Credit Card Safe afe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZ%2fXAgyheyo9iXmp6NGpOTebnULdQ"/o3d°/`3d[9/12/2019 2:04:01 PM] 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 Evaluation Report Report / FL-23505.3 Noveniber 12, 2018 Product Category Sub Category Manufacturer Product Name Soft-Lite LLC 'Barcelona" Windows Single Hung 10250 Philipp Parkway Model"SH30PI" Streetsboro,OH 44241 Single Hung Window (330)528-3400 1 "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 6th Edition (2017) Florida Building Code(FBC)structual 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 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 this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-23505.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001729 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 03002047 TAS 201, 202&203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 03002215 TAS 201, 202&203-94 Testing Evaluation Lab., Inc. William B. Shelton, P.E. 2. Miami Dade NOA Materials Testing 17-0712.05 Saflex® PVB Interlayer(Eastman Chemical Company) 15-0528.14 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No. FL-23505.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 011t s s e n►#i, 4. Calculations Prepared by e�®* SC$-fAj� fji Signed&Sealed by Anchoring RW Building Schmidt P.E. Is, Inc. (CA#9813) �e4�,� ` Q�i Lyndon F. Schmidt, P.E. ASTM E 300 Glass Load Lyndon No 43409 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing; � Inc., certifying that Soft-Lite LLC is manufacturing products within a p:• STATE vF quality assurance program that complies with ISO 1./IEC 17020 and Guide © �4. Lyndon F.Schmidt,P.E. 53. %�'�`•'•�� S.� e'q���` FL PE No.43409 49 , •••••••• ��,, 11/20/2018 Sheet 1 of 1 �N` A �Ij�III rn �� •.'tom LO to?'II ��•. S oft-Litc .. .• '•��/y'. ` 0)z 41O2 Windows �,. � n . zQJ (000 j13rnging qualiti! to light. U 10250 Philipp Parkway SEE CHART FOR m o N z Streetsboro,Ohio 44241 FRAME SIZES a p Z 0 Z v f 0) Z in 0 o d O d "BARCELONA" a �� m a a m 0z Model "SH30PI ��� a -Ta co SINGLE HUNG WINDOW LL "IMPACT ' o Q N z M � / J LU om Q m�- N W J L / J W W 5 I V O Q C¢) / U tn CD GENERAL NOTES ¢ � oLIJ = o U a o 1. This product has been evaluated and is in compliance with the 6th Edition (2017) N / a Florida Building Code (FBC) structural requirements including the"High Velocity J J m Hurricane Zone" (HVHZ). 3° w 2. Product anchors shall be as listed and spaced as shown on details. Anchor Q embedment to base material shall be beyond wall dressing or stucco. / C J 3. When used in the"HVHZ", this product complies with Section 1626 of the FBC and / z o 0 does not require an impact resistant covering. z >N> CDQ N W 4. For 2x stud framing construction, anchoring of these units shall be the same as that w shown for 2x buck masonry construction. Q a < Z a 5. Site conditions that deviate from the details of this drawing require further _ engineering analysis by a licensed engineer or registered architect. °0 w a 2 N N Q F TABLE OF CONTENTS N - Z SHEET# DESCRIPTION MAX. MAX. DESIGN PRESSURE PS N z a 1 Typical elevations,design pressures and general notes GLASS FRAME D.L.O. DATE: 4/14/17 z 2 Horizontal cross sections TYPE o DIMENSION DIMENSION POSITIVE NEGATIVE SCALE: N.T.S. 3 Horizontal cross sections DWG BY. JK 3 4 Vertical cross sections 54.0"X 76.5" 47.5"x 33.312" G1 +60.0 -65.0 3 5 Buck and frame anchorinizig CHK. BY: LFS 6 Components DRAWING NO.: Ln 7 Bill of materials&glazing detailS FL-23505.3 0 aCi SHEET 1 OF 7 v Hardware Notes: 1 2 3 1-1/4'MIN. %. .......... 1. Locks(2) located on lock rail 4 4 EMB, (TYP.) `•Q�C; ' •.•t� .; 10 from each jamb. o: Z M v: I= a=- 2 / C SEE DETAIL 1 N? ° �=y � SEE ANCHORING SHEET Z '�,; t- 0 rn 2 a 33 2$ INTERIOR �v► •may` a o M Gl INTERIOR i,�!'•••'. •••' `� U) o M o 2 Q �tll illli► ao .. 2 % �. U a Z / 7 v C9 o Z 4 U 3 4 a �, a �' m aaT r — '0 C O C i a� ��� 9 '0Z 3 j 0 CW0 ^ l v v ' a. 3 EXTERIOR 25 ao N co / EXTERIOR z G1 z -' Q Ln E 1 3 r oLU rn 0 1 m NU) 5 4 DETAIL 1 n o 0 2 HORIZONTAL CROSS SECTION 0 d 4 2 Shown Direct to Masonry o cl� L, E � Q M C. B a J J m A Cr o a SEE DETAIL 1 1-1/4"MIN. C SEE DETAIL 1 02 M 33 28 $ EMB. (TYP.) 33 28 8 G1 INTERIOR G1 = V) INTERIOR z w z �, 13 13 p o C °< W Ln CD m ° ° W _i > aUo ago Q 9 z d77 op N N N F F a c \p _ (O z z EXTERIOR K 0 N z g 1-1/4 MIN. p 1 G1 1 9 GI EXTERIOR DATE: 4/14/17 0 EMB. (TYP.) SCALE: N.T.S. J DWG. BY: JK [D a v CHK. BY: LFS 3 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: 2 2X Buck Construction 2 Shown w/ 1 X Buck FL-23505.3 0 Y N ai SHEET 2 OF 7 v mtill fill `� � . ��✓ ��,. Obi 1-1/4'MIN. to d 1, •' � °' EMB. (TYP.) INTERIOR 'y :g 0 �; M 28 i �••. (d a Ln 8 Ile J O t0 00 jf111 il%j% o w 0 a � 13 �, 0N .. Z m , o ao v Ern omm E o-t � oa Z Duo 9 c C W -Ta: o� M H E 9 Gl EXTERIOR 0 n 1 w o c M 2 HORIZONTAL CROSS SECTION i 0 0 $ Shown Direct to Masonry o Q =U Ln Of D o o p O Q: Ln C. 1-1/4'MIN. a- a L, rn EMB. (TYP.) �IUn- r i _3 _3 CO A o E B F C LIJ Q INTERIOR INTERIOR LO 2 ° 28 8 8 8 G1 G1 ~ z 0, w a o Ln 13 13 UjZ > `^ a 0 Q �, w o a 0 � N J h LL o � • v Q W ❑ 9 o v ° UU0 ( 9 ) w N z ° Z o- o" v v O C7 Q D � DATE: 4/1 q-/1 7 Z 1-1/4"MIN. C 9 G1 G q G1 SCALE: N.T.S. E EMB. (TYP.) 1 EXTERIOR EXTERIOR 1 DWG. BY: JK m m E CHK. BY: LFS 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: It $ 2X Buck Construction 3 Shown wi 1 X Buck FL-23505.3 0 m SHEET 3 OF 7 V c[ Z M e' . a ° LA- IM d)*A 0 a4, �. �y0� - o rn M B , oM0D z U N �W C �W C C--J G z �41 Zv m m � 0 a .c � c w 1 o F 1 — � a �� m aa °w° 0 Gl --- r o 21 E oZ 0 0 24 �w o q o 3'n. q 0 q Q � 2 _ 32 M Q0 2 2 PER KEEPER � � 7 GI 26 LO � z mEXTERIOR INTERIOR 0 z a , G1 12Ln r Uw rn EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 6 28 0 11 '—, : w Lo LL 4 Shown w/ 1 X Buck I tz Q o s 1 VERTICAL CROSS SECTION q o U 4 2X Buck Construction o Ln EXTERIOR Gl 1 INTERIOR a a m m q _3 -im QUj (CUD)E d � Q . d i 13 31 27 � r z 4 W o 0 Ln z �_�(�— C H Uot Ln cc 030 Z N m r ::E 28 �--,teLO r--� q LO 1 (-___ J w o . 3 o zC a a o � � Q N a CO 9 2 B \� NNI— _ W Q 2 0 GI E ° N 0 0 Q EXTERIOR INTERIOR ° °a a z DATE: 4/14/17 z SCALE: n1,T.S. J 2 VERTICAL CROSS SECTION D DWG. BY: ,JK m 4 Shown Direct to Masonry 4 RA VERTICAL CROSS SECTION D BY: LFS 3 DRAWING NO.: � N 4 2X Buck Construction FL-23505.3 0 N _v SHEET 4 OF 7 v LO A. 10.5"O.C. (TYP.) = V: v �C • '�_- (TYP.) 6'(TYP.) y,; Z '•�: z n '• 1 III �� > > � 0� a «. r. Ill •• ��`` Z O 00 O Z 41 d Y Q, L o Z oZU p � 2X BUCK F ' n c o 0 0° c w 1 X BUCK G ® 00 o a TYP. q —� SASH �. °' �� m a a °a° BUCK DIRECT TO H `O LL 2X MASONRY E o Z �t BUCK FRAME—""'" HEAD&JAMBS 0 Jaa (TYP.) MEETING - - - - - - - - - - - C1 - - - - - - - - - - RAIL N 0 2X BUCK M Ln 3 MASONRY 1 X BUCK K MASONRY OPENING z w o OPENING DIRECT TO p r N3 SASH MASONRY M Lt- w • THROUGH TILT i U o 5 LATCH BLOCK 0- o zQ •° Lj V' o O o m CD � a a Lnro v v J ° q• °:. L2 lei r O) c O W U u FRAME ANCHORING °q BUCK ANCHORING "' C CC _J a: Q Lf) z o, w o 0 w c� V) CONCRETE ANCHOR NOTES: of I. Concrete anchor locations at the comers may be adjusted to maintain the min. c� edge distance to mortar joints. c U-1 0 2. Concrete anchor locations noted as"MAX. ON CENTER"must be adjusted to o a maintain the min. edge distance to mortar joints, additional concrete anchors Q a z a 100 may be required to ensure the"MAX. ON CENTER"dimension are not exceeded. - Ld °� N 0 3. Concrete anchor table: N N F ANCHOR ANCHOR M►M MIN; CLEARANCE MIN. CLEARANCE: TO MASONRY TO ADJACENT: z LL TYPE SIZE EMBEDMENT EDGE ANCHOR N •- O U Z a ITW DATE: 4/14/17 z TAPCON® 1/4" 1-1/4" 2" 4" SCALE: N.T.S. o € DWG. BY: JK m' ELCO / „ / „ ULTRACON® 1 4 -� 4 411 CHK. BY: LFS 3 WOOD SCREW INSTALLATION NOTES. DRAWING NO.: 1.Maintain a minimum 518"edge distance, I"end distance, & i"o.c.spacing of FL-23505.3 wood screws to prevent the splitting of wood. N SHEET 5 OF 7 v Cr tt%J1111111,i 4.288" � � �� U) 2.368" 1.745' _ •' * 4 Z , V''• Z .0 0; M 0) M �—^ En 0.065 U a 1.957' 0XZq 1.95T O 0 0.065' ( `°a s o _J 0° c w 1.209' a M s m I 3.22" IL . Ill a a a r" Eo 0 Z v cw 2.33" 0.065' - 1.747' - 0.27'---1 I--- o n 1.83" KEEPER RAIL LOCK RAIL rq 1.0 l�J 3 C oIrl ,vj z L1 u1 r z Ln 1.96" m 0- LL 3.25" i V o S Q U FRAME o c 0.91" o 0 L 0.84' Q M 0.065' N a ° ry N LL 0.9z, o w w ci J J m rn O c O O -01 'd O W N U _ U CL 1.07"—►-� © II cn 0.34" Z) Q cn � $ PLAIN STILE 9 GLAZING BEAD 24 TILTlATCH BLOCK w o 0 Ln w c� f —1.02 Z N w Ln �s - J m 0 0.191, <cw cf)CL . U C 0.22 1.15" Q 1.34 - - 0.24" co -a 0.4 M 2 0 0.3$" C) ^ N tv = 0.065'— _._ o 0.091, - tD m o cv 0 of - + 0 u. I 0�0, Lo O N U a 11 o DATE: 4/1 4/1 7 Z c p,cu SCALE: m I N.T.S. U y 1.5 ffl.=02' 0.36" 0 DWG. BY: �►( m Zi LIFT RAIL 4 SILL ADAPTER REINFORCEMENT 0.35 0.44" CHK. BY: LFS 3 13 REINFORCEMENT DRAWING NO.: REINFORCEMENT 12 it V) FL-23505.3 0 N SHEET 6 OF 7 v BILL OF MATERIALSto ITEM# MATERIAL Q;'• •• '• '�% 0) A 1 X BUCK SG>=0.42 WOOD X. o: B 2X BUCK SG>=0.42 WOOD = U� * '��Z 0) C 1/4"MAX.SHIM SPACE - N' z �;'��12 o rn D 1/4'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL %'�•• ���: �' �••••••... �� J O co 00 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ��� ` > 'i 0 E cn 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ��/��I I I• ��� �`` z o co 0 O M Z F #8-15 X 2"TRUSS HEAD SMS (1-3/8"MIN. EMBEDMENT) STEEL " N G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL Z �° " " z q n U ID H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL .0 � o o a. K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a t m n. a C. U. M #10 X 2-3/4"PPH WS (1-3/8"MIN. EMBEDMENT) STEEL 1 FRAME* PVC 5/8"GLASS BITE 2400 SAS (DOW)OR 121 (DOW) w 2 PW COVER* PVC 1c,o 7/8"THICK 3 WEEP HOLE COVER* PVC 1/8"ANNEALED 4 SILL ADAPTER* PVC rq 6 KEEPER RAIL PVC 3 J Q * AFLEX PVB INTERLAYER �, --� 7 LOCK RAIL* PVC o o m 8 PLAIN STILE* PVC 1/8"ANNEALED Q�, Ln CD 9 GLAZING BEAD* PVC w N "' 10 BOTTOM LIFT RAIL* PVC __.._..,..._...,...._.. . ._..,._.. � w m N AIR SPACE W o S 11 REINFORCEMENT (6065-T5 ALUM) ALUM. < ;o 12 REINFORCEMENT (6065-T5 ALUM) ALUM. 1/8"ANNEALED OR TEMPERED GLASS* °'Q CD 13 REINFORCEMENT (6065-T5 ALUM) ALUM. 0 o C; 20 LOCK _ STEEL INTERCEPT SPACER o Q Ln 21 LOCK KEEPER _ OR ENDUE XL EDGE SPACER a LL 24 TILT LATCH BLOCK _ G1 GLAZING DETAIL (SEE GLAZING NOTE) J J m 25 TILT LATCH - GLAZING>36"WIDE REQUIRES TWO(2)SETTING 0 26 #8 X 1"PFH TEK STEEL BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1. uj 27 #6 X 1"PFH TEK STEEL 0� c' 28 WEATHERSTRIP (1$7-270TRI-FIN) *NOTE: TEMPERED GLASS IS REQUIRED IN THE"HVHZ"FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. _' o � z = 30 BULB SEAL - Z 31 PIVOT BAR STEELLn w o 0 32 #7 X 3/4'PFH TEK STEEL Q zjz� w N 33 BALANCER BRACKET - w g *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY Q ci .._i W ru EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". o � Q 2 0 N \W Z 2 N \� O J a Z o N O 0 Z U a ENDUR XL EDGE®SPACER DATE: 4/14/17 z° (CARDINAL GLASS) SCALE: 0 N.T.S. _ (U GLAZING NOTE: DWG. BY: ,JK m THE ENDUR STAINLESS STEEL XL EDGE®SPACER MAY BE USED CHK. BY: LFS 3 in AS A SUBSTITUTE SPACER IN THE GLAZING DETAIL SHOWN. DRAWING NO.: 0 FL-23505.3 0 SHEET 7 OF 7 V K