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OFFICE USE ONLY: 7 IT DATE FILED: A;49?tr:-- PERMIT# / REVISION FEE: Jam-' l`? O RECEIPT# � PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462-1553 1 APPLICATION FOR BUILDING PERMIT: : vil 0 PROJECT INFORMATION LOCATION/SITE ADDRESS: ' � � 1 DETAILED DESCRIPTION OF PRQJECT _; �{ REVISIONS: /gl�/'1p`` 1/`x`7 /`� ` ` �' •r ` 1 I f / "V 2 Gin I/h r'® L CONTRACTOR ORMATION: STATE of FL REG./CERTg:3CC!396tS72 ST. LUCIE CO CERT.#: BUSINESS NAME: Gqck ys oYs QUALIFIERS NAME: ADDRE : l r6y.bbyril-f-, Py- CITY: STATE: ZIP: PHONE (DA ): -7,3ZCe00 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: • ADDRESS: CITY: STATE: ZIP: PHONE.(DAYTIME): FAX: SLCCC: 9123/09 FEB 7 2018 Revised 06/30/17 0 Opening I Size P (Wx H) he 36„ 21 22 23 36„ 1. FL15210.437 z 81, p 1- 45 36' (ENTRY DOOR), 3 ccm it ® BATH 2 V1; 2. FL15780.8 . 34 x47 w O 20 (DOUBLE HUNG)`' W P=0 . ` 3. FL15780.8 35 x47 a'U�m-ten (DOUBLE HUNG) ¢Q xy O 0 _� BED 1 4. FL15780.8„ -34,x47- a 0 CL p �- 19 �` O DOUBLE HUNG -9 �' (D 5. FL15780.8 35,k-61. (DOUBLE HUNG) Z O t 4 ��( E 6. FL15210.6 72 x 79 y-u w „ 6 7 8 9 18 ` �'-`S cv (FRENCH DOOR) w U>Z 40 20" G<Q o 7. FL15780.8 35 x 61 �w z� 36 54" r �„ ua (DOUBLE HUNG) a¢ STAIRS 0) 8. FL15780.8 35`x 61'� LU W s 17 6, ( E (DOUBLE HUNG)`'_ ¢ O , �-"' s 9. FL15780.8 _U 5 36' . rr '(DOUBLE HUNG) 35 x 61 D s V� '. 8 ,V 10. (DOUBLE 8 35 x 61 10 N (DOUBLE HUNG) 11: FL1'5210 4 '` 31 x 80 ` (FRENCH DOOR)' W m 12: FL15781.11 s 24 x 26 (HORIZONTAL SLIDER) ` 13. FL15780.8 28 x61,' (DOUBLE HUNG) Z�Z 11 p 14. FL15780.8: Q (DOUBLE"HUNG) 35 x 35' Q 15. FL15780.8 34 x 34- u 1I (DOUBLE HUNG) �� (- I 16. FL15210.1 . I z 33 x 80°. u. (FRENCH DOOR) ' = U U W LO d' �"-17. FL13010.4 (SHAPE) 22 x 21 ` F-I H 18. FL15780.8 w, 22�X 5z 4 LIVING 12 ® �' a �•• 15 w � c'' _(DOUBLE HUNG) !� 36" O W LL- 19. FL15780.8"" N (DOUBLE HUNG) 22 x 52 Ri® ar F 36 O J - 3 .Cd Ail.4 U 20 R 15780.8• 22 x 52 (DOUBLE HUNG) BATH GARAGE :21 FL6890.1 c� �+%4 W (CASEMENT) 28 x52 CZ 16 ) d 22. FL157.80.8- a®� Q (DOUBLE HUNG) 28'x 52; ti== 55� 4� e� 2 GJ 23. FL6890.1 (CASEMENT) 33 x34 +� w� .y�"a 24._( rag DOUBLLE HUNG)' 33 x35 coy t? L�16R+CSD LL 25. FL15780.8 OFFICE -(DOUBLE HUNG)- 33'X:34r- wPnoGNrE.roI-cox 1 ENTRY SCALE: 26. FL15780.8" 13 NOT TO SCALE (DOUBLE HUNG) 33 x 34 � -Lfe,)2 oArE: f+ Nov 28,2017 PAGE DESCRIPTION: Site Plan . .. PAGE: OF 1 MRH 20 ***REVISION*** PRODUCT CHANGE ALL OPENINGS EXCEPT#1, 6, 11, 16, 17, 21, 23. 1 ' �� . �� +li+ PARADISEEXTERIORS "Building Our Quality Reptmtion. One Custom,erA# A Time" -SCC13115'0472 Property Information Building Information Owner: DAVID MOORE Wind Zone: 170 MPH. Address: 10499 MULLER RD Exposure Category: C FORT PIERCE,FL 34945 Minimum Building Dimension: 20 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 37 81 7 38.2 -49.9 2 Int 34 47 7 39.9 -43.3 3 Int 35 47 7 39.8 -43.2 4 Int 34 47 7 39.9 -43.3 5 End 35 61 _ 7 39.1 -51.7 6 Int 72 79 7 36.6 -40.0 7 Int 35 61 7 39.1 -42.5 8 Int 35 61 7 39.1 -42.5 9 End 35 61 7 39.1 -51.7 10 Int 35 61 7 39.1 -42.5 11 Int 31 80 7 38.7 -42.1 12 Int 24 26 7 40.2 -43.6 13 Int 28 51 7 40.2 -43.6 14 Int 35 35 7 40.2 -43.6 15 End 34 34 7 40.2 -53.8 16 End 33 80 7 38.6 -50.6 17 End 22 21 7 40.2 -53.8 18 Int 22 52 7 40.2 -43.6 19 Int 22 52 7 40.2 -43.6 20 Int 22 52 7 40.2 43.6 21 End 28 52 7 F4 ® -53.7 22 Int 28 52 7 �. - 43.5 23 End 33 34 7 40.2 -53.8 Page I of 2 i. r PARADISE EXTE 1 7". :S: ``Building Dur Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information Owner: DAVID MOORE Wind Zone: 170 MPH. Address: 10499 MULLER RD Exposure Category: C FORT PIERCE,FL 34945 Minimum Building Dimension: 20 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 24 End 33 35 7 40.2 -53.8 25 End 33 34 7 40.2 -53.8 26 End 33 34 7 40.2 -53.8 File Copy P Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and C!a in 6 Edi'o 01 it d Page 2 of 2 ''`'ti ►.. L �, � _ _ . . :a� . . . ,:... �. WINDOW & DOOR OPENING INFORMATION- A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET ` Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ftk- PRODUCT APPROVAL REQUIRED OPENING MAXIMU p OPENING (Location) IS THIS A PRODUCT ROUGH :_ ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M LOCATION Corner Zone WINDOW ACCEPTANCE OPENSHUTTERS TYPE TESTED DIMEN U WT- REQ Y/N NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE 1 End Door 1"Lami IG FL 15210.4 75 75 38.2 -49.9 37.5 x 81 37x e. No 2 Int Window 7/8"Lami IG FL15780.8 55 65 39.9 -43.3 54 x 76.5 34 . No 3 Int Window 7"La-"G FL15780.8 55 65 39.8 -43.2 54x76.5 35 ` No 4 Int Window 7/8"Lami IG FL15780.8 55 65 39.9 -43.3 54x76.534x47 , No 5 End Window 7/8"Lami IG FL15780.8 55 65 39.1 -51.7 54 x 76.5 35x61 o No 6 Int Door 1,.Lami IG FL 15210.6 75 75 36.6 -40.0 74 x 81 72x79 No No 7 Int Window 7/8"Lami IG FL15780.8 55 65 39.1 -42.5 54 x 76.5 35x61 No No 8 Int Window 718"L-i IG FL15780.8 55 65 39.1 -42.5 54x76.5 35x61 No No 9 End Window 7/8"LamilG FL15780.8 55 65 39.1 -51.7 54x76.5 35x61 No No 10 Int Window 718"Lami IG FL15780.8 55 65 39.1 -42.5 54 x 76.5 35x61 No No 11 Int Door 1" Ann FL 15210.4 75 75 38.7 -42.1 37.5x81 31x80 No No 12 Int Window 7/8"Lam'IG FL15781.11 55 60 40.2 1 -43.6 73x63 24x26 No No 13 Int Window 7/8"LamilG FL15780.8 55 65 40.2 -43.6 54x76.5 28x51 No No 14 Int Window 7/8"Lami IG FL15780.8 55 65 40.2 -43.6 54 x 76.5 3505 No No 15 End Window 718"Lami IG FL15780.8 55 65 40.2 -53.8 54 x 76.5 34x34 No No 16 End DOOR NONE FL15210.1 75 75 38.6 -50.6 37.5X81 33x80 No No 17 End window 1,.Lami IG FL13010.4 55 55 40.2 -53.8 4802 22x21 No No 18 Int Window 7/8"Lami IG FL15780.8 55 65 40.2 -43.6 54 x 76.5 22x52 No No 19 Int Window 7/8"Lami IG FL15780.8 55 65 40.2 -43.6 54 x 76.5 22x52 No No 20 Int Window 718"Lami IG FL15780.8 55 65 40.2 -43.6' 54 x 76.5 22x52 No No 21 End Window 7'8"Lami IG FL6890.1 67.5 67.5 40.1 -53.7 3702 28x52 No No 22 Int Window 1 7/8"Lami IG FL15780.8 55 65 40.1 1 -43.5 1 14,06.5 28x52 No No r i .; -. .. i, t _.. . ,... _. , .,. `r, .--''�, WINDOW & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 PRODUCT APPROVAL REQUIRED OPENING MAXIMU OPENING Location ROU ARE (Location) IS THIS A PRODUCT GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M LOCATION Corner Zone WINDOW ACCEPTANCE OPENIN SHUTTERS TYPE TESTED DIMEN "S MULLIO _ Y/N NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF A 23 End Window 7/8"LmiIG FL6890.1 67.5 67.5 40.2 -53.8 3702 33x3Wz21, o 24 End Window 7/8"Lame IG FL15780.8 55 65 40.2 -53.8 54 x 76.5 33x3@' ' o o 25 End Window 7/8"LamiIG FL15780.8 55 65 40.2 -53.8 54x76.5 33x3 " ,. . nwo 26 End Window 7/8"Lami1G FL15780.8 55 65 40.2 -53.8 54.76.5 33x342vo 0 0 t '�4 Florida Building Code Online s ► � � i � �� ..a .�.�.. BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map 1 Links Search Florida tooft 1- 0-111 Product Approval FUSER:Public User Product Approval Menu>Application Detail FL# F1-15210-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wt ./Nanya Plastics Corp. Address/Phone/Email TURY BLVD. ES,CA 90045 773 Ext 16 gconsultants.com Authorized Signature t rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmicity-49Lr. ;= a Evaluation Report ` Florida License PE-43409 r .f Quality Assurance Entity National Accredita n_ _i a• e I ut Quality Assurance Contract Expiration Date 12/31/20184 i Validated By Ryan J. King, P.E. Validation Che lis o e i Certificate of Independence FL15210 R6 COI Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard 1"99 ASTM D1929 ��ea ASTM D2843 1999 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdr)CKxpoHIdA%3d%3d[1/3/2018 2:16:32 PM] Florida Building Code Online ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 �- ,.,-----�—�,. Summary"of Products FL;#; Model,Aumber-or Nairne,-'-`,' Description 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1.[Zf 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 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b. Smooth/Wood Grain/White,Wood 6'8"Impact"Opaque Fiberglass Single'Door with Sidelite o,r Grain/Rustic/Mahogany Series,0 Sidelites-Inswing/Outswing (OX or XO,.OXO 7 Configurations) Fiberglass boor Limits of,Use Installation.Instructions Approved for use in HVHZ.Yes FL15210 R6 II (b)Inst 15210.2.E, Approved for use outside HVHZ:Yes Verifled,By: Lyndon F."Schmidt, P.E.43409, Impact Resistant:'Yes Created by Independent Third Party:Yes Design Pressure:„N/AEvaluation Reports Other:-See INST 1521d.2 for Design Pressure Ratings,any ` FC15210 R6:'AE (b) Eval 15210.2.pdf, additional use limitations, installation instructions and product Created by Independent Third Party:Yes �a particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact”Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX; OXXO-Configurations) �., Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.ndf 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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eva[ 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.4 d. Smooth/Wood Grain/White:Wood. 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing !X GrainjRustic/Mahogany'Series-0 (X-Configuration) " Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx7parwn=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[i/3/2018 2:16:32 PM] Florida Building Code Online L[m[ts of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.4.odf y: 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 15210.4 for Design Pressure Ratings, any FL15210 R6 AE (b) Ifyal 15210.4.pdf q`R additional use limitations, installation Instructions and product Created by Independent Third Party: Yes ._ artIiculars. 15210.5e. Smooth/Wood Grain/White Wood 6'8"Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions _ Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.S.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 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes - _ -" particulars. s 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes. FL15210 R6 II (b)Inst 15210.6.12df" 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 15210".6 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.7.2df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes w. a. Design Pressure: N/A Evaluation Reports k' Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 44 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or r - Grain/Rustic/Mahogany Series 0. Sidelites-Outswing OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b-)Inst 15210.8.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 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes' - �' particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Double Door with or without .' Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Conflgurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.9. drdff 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 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. s 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- •� „ Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door httpsJ/floridabuilding.org/pr/pr_app_dtl.aspx?parwnwGEVXQwtDgv3y V VKJZ I QRCFPqu8gbCgpaL"/o2fcMd8xBvDdrXKxpoHIdA/3d/3d[1/3/2018 2:16:32 PM] Florida Building Code Online Limits of Use_ Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.10.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.15210.10 for Design-Pressure Ratings,any FL15210 R6 AE (b)°,Fval 15210.10.ndf additional use limitations, installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.11.E 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 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double.Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) FiberglassDoor Limits of Use Installation Instructions Approved for use in HVHZ:Yes, FL15210 R6 II (b) Inst 15210.12,Rdf 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"15210.12 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes _ particulars. ,�.. 15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact" Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13.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 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series 0; on Active Door panel-Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)'Inst 15210.14.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 15210.14 for Design Pressure Ratings,any FL15210 R6 AE (b) Eva[ 15210.14.pdf additional use limitations,`installation instructions and product Created by Independent Third Party:Yes' particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERT—an operational window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.15.12df 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 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://floridabuilding.arg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ 1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3 d%3d[1/3/2018 2:16:32 PM] Florida Building Code Online 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 cliche.` Product Approval Accepts: -M r—MIWN eCheck M I Credit Card:<--- f httpsJ/floridabuilding.org,/pr/pr_app_tl.aspx7param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2feMd8xBvDdr)CKxpolUdA%3d%3d[1/3/20182:16:32PM] R R W Building Consultants, Inc. B Consulting and:Engtneer'ii g•Services for the Building Industry G P;O:Box 230 Valrico,FL 33595 Phone 813:659;9197 -Florida.Board-of Professional.Engineers Certificate of Authorization No.9813 I I •i/ ' 11 r l / AitgnstI9,2017 Product Sub-Category Manufacturer roduct ame Category Plastpro,l.nc. Smooth./Wood Grain I White Wood Grain swinging 5200 W.Century Blvd. Rustic]Mahogany Doors Exterior Door ' Assembiies Los Angeles,.CA..90045 Series O Fiberglas-s Door Phone.440:969.9773 Inswingibutswing-"Impact' Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#:1998),for Plastpro Inc:, based on Rule:Chapter No.611320-3,Method 1 D of the$tate:of Florida Product Approval,Department of Business&Professional Regulation. RW:Building>Consultants and Lyndon'F..Schmidt,P:Edo not have nor Will acquire:flnancial intereM in the company man ufacturing;ordistributing,the productor,In any other entity involved'in the approval process of the product named ere_in: Limitations:, 1. T.his..product has'been evaluated and is in.compliance with the 6th Edition(2017).Florida Building Code.Structural.requirements .including the-"High Velocity Hurricane Zone'!: 2 Product anchors shall'be as listed and spaced-aszhown on details:Anchor embedrpent;to base material'shall be beyond`wall dressing or stucco. 3.-When used in the,,-`'HVHZ'"-this product cordplies 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 FBC Sections 1609,1.2<& 'R301.2.1.2 and.does not require an.impact resistant covering.This product meets missile level"D"and includes Wind Zone 4:as defined in ASTM E1996 and:FBC Sections 1609:1.2.2.&R301.2.1:2.1. 5.For-2x stud framing construction,anchoring of these:units shall be the same as that shown for2x-buck masonry construction. 6. Site conditions that deviate from the details.of drawing FL-15210:4 require further engineering.=analysis by a licensed engineer.or .registered architect: 7. Outswirig corifi,o4t tions=meet water:infiltration requirements for"HVHZ". All.other configurations do not meet:the water infiltration requirements for the:"HVHZ"and_mustbe installed.onlyin non=habitable areas or-at'habitable locations,protected by an overhang or canopy such that'the angle between the edge of.Canopy or overhang to sill is less.than 45 degrees. 8- S'a dna 'ng FL-1.5210.4`f6rsize and design,pressure limitations. uppo.ing. c t 1. Test Report No. TestStandard. Testinq Laboratory Signed by TEL 01390365 TAS 261'-94,202-94&TAS 203-94 Testing Evaluation Lab;,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 204-94,202-94&`TAS 203=94 Testing`Evaluation Lab.,Ind. William.Shelton,P.E. ETE=05-255=16.726.;0 ASTM D 635=98,'638-03;1929-96&2843799 ETC Laboratories Joseph L.Doldan,P.E. ASTM G,,26=95 ETC-06=255-17412:0 ASTM.E 84-06; ETC LaboratofiesL Joseph L.,Doldan,R.E. ETC-07-209-19303:0- ASTM 043&08.636-0,1 k0-96&2843-99 ETC Laboratories. Ben Meunier 2 'Miami=Dade NOA Ma'te'rials 17.0712.05 Saflex;PVB'interlayer(Eastman Chemical Company) 16.0314.11 Roya(.Mouldings-(Ext.PVC) 3. DrawinmNo: Prepared.bv. Signed&Sealed by No.FL-15210:4 'RW Building Consultants,Inc:(CA#9813) ®�®�pa��� oagAC Lyndon F..Schmidt,P.E. 4. Calculations. Prepared by. �,° �,. � ;'`�� Signed&Sealed by Anchoring RBuil`ding Consultants,Inc.(CA#9813) ° o c`© Lyndon F.Schmidt,P.M.W. ASTM E.1300.Glass Load Lyndon F.Schmidt,.P.E. ® ri No 43409 c o 5. QuatitVAssurance ° STATE OF OR IV. � �v� Lyndon F;Schmidt,RE. �o '20 0 0 0`��'� FL PE No.4340,9 9f1$12017 Sheet 1 of 1 . Do `�o`C`............ plast , ro 5200 W. CENTURY BLVD. - Z °g N p LOS ANGELES, GA 90045 >''••.. ... 37,50 MAX OVERALL r ���httJ rtt1����,`;'` z> 0 Smooth / Wood Grain/ White Wood Grain FRAME WIDTH 'Z Rustic/Mahogany .+ o E� z ID o rw Series 4 Fiberglass Door 9 a a INSWING/OUTSWING 1Z "IMPACT" $ as GENERAL NOTES vs �z 1. This product has been evaluated and is in compliance with the 6th Edition{2017)Florida Building y x p Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). z Oo � 42 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base (9 a 3 m material at shall be beyond wait dressing or stucco. y z c, W wAd 6 w w w 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and a )rim c Z does not require an impact resistant covering. a` o ` 4 a a a 4. When used in areas outside of the"H'/HT'requiring wind home debris protection,this product > o complies with FBC Sections 1609.1.2&R301.2:1.2 and does not require an Impact resistant covering. O O s This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC -5 ''m in E Sections 1609:1.2.2&R301.2,121. a e 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry v construction. o N N s 4 6. Site conditions that deviate from the details of this drowing require further engineering analysis by a w o licensed engineer or registered architect. V) 35 7. Outswing configurations meet wafer infiltration requirements for"HVHT.Ail other configurations do not meet the water infiltration requirements for the"HVHT'and must be Installed oniyin no"abitable g areas or at habitable locations protected by on overhang or canopy such that the anglebetween o 0 the edge of canopy or overhang to sill Is less than 45 degrees. > TABLE OF CONTENTS N A a SHEET# L ESCRIPT(ON SHEET# DESCRIPTION 1 Typical Elevations,Design Pressures&General Notes 8 Horizontal&Vertical.Crass Sections(Direct to Masonry) MAX DESIGN PRESSURE(PSF): a- z 2. floor Panel Details 9 3-paint lock details CONFIGUTATlON FRAME. a,E 02116112 i 3 Ute frame details and glaang details 10 3-(61nt lock detail; - DfMENStON PGISETIVtNEGAfitVEM, stair N.T.S. ° _:. ... 4 Horizontal&Vertical Cross Sections(2X Buck) 11 Buck and frame anchoring nwc BY. JR m 5 Horizontal&Vertical Cross Sections{tX Buck) 12 Components X 37:5"x 82:0" +75. .,75,0 # 3 6 Horizontal&Vertical.Cross Sections(Direct to Masonry) 13 Bill of materialscwt.s+: LFS , e s h r ❑ n e ❑ e e i ow w°c No-- FL— o 7 Vertical Cross Sections estlolds) gn pressure m ations N n FL—15210.4 0 � srs�r t or t3 a a 07 Gt G2 2.8 TOP RAIL * 'O��i N 0.47-1EXTERIOR 0.4 (COMP.)' n a �•°. a .. °•. .e•.. a e, �(3:r INTERIOR 111 lilt %% i o m o oro z U N•: CAP(PVC) ,•y� � o CAP(PVC) LATCH STILE(LVL) �` i $ i oo Z 0HINGE STILE(LVL) V E a m o 1 HORIZONTAL CROSS SECTION ° ' �' 5 a a 0 e gcw t� ,.y• o �''d ti1, d F 35.75'DOOR t1ARDIMARETABLI.; 'so d WIDTH MAX DESIGN �� o MAIJUFACTURER MADEL ......'IFITPRESSURl: .S ova y 'w' QKNOB: SIGNATURESERIES G) m u2KffiKS� D O T: SI N 1 ±75 G$ am m o SCHLAGE KNOB: 'P'SERIES(F51) ±7Jr o DEADBOLT: "B"SERIES(B60/62) o 0 0 PAMIX ±75 INTERIOR EXTERIOR a Y DEADBOLT: FD7 SERIES y Y} ''m 5 ti HOPPE MULTIPOINT LOCK: HL590003-POINT TONGUE ±50 v eENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) +75 m •�' N N N 2 N O ^ o See sheets 6 and 7 for multipoint lock details. •'. w g • a to SEE HARDWARE o 0 TABLE FIBERGLASS SKIN •. (0.125'MIN.THK.) as FOAM CORE >j z n ( POLYURETHANE- n m SEE HARDWARE �y.• TABLE 1.9 PCF MIN.) a ' • N�Q NFD nN �M�•t hi Z BOTTOM RAIL 'n,v' .. nDAm 02116112 z D (COMP.) S.K mFSr2 VERTICALCROSS SECTION 0.4 13 6 24.22'MAX � FRAME WIDTH 5/8"GLASS BITE 20.50"MAX. STRUCTURAL SILICINE)DOW 995) D.L.O.WIDTH A3 V: `a -k2^z 4 n 1"OVERALL GLASS THK V'ti Z r 0� _u°a U 1/8"ANNEALED GLASS N 1.86" ry 1.86" 'iy''•.,, ```�� j a m 5 0 �--0,0M'SAFLEX®PVB "�''' .• ` Z°m 8 INTERLAYER U r•;_ 1/9'ANNEALEDGLASS .1 v e E� Z do,o� = z 5 AIR SPACE \�!`\G` E N26 e 9 o L m v a I 1/8"TEMPERED GLASS "� m a a a O a i (TYP') EXT FRAME IM FRAME o o ALUMINUM SPACER A3 A4 Eo Z r < 40 NON STRUCTURAL SEALANT aw X A4 #7-19 X 1-3/4"PPH SELF-DRILLING SMS J a n^ INT. G� GLAZINGDETAIL d N ui a pp pf7 LItEPRAM�IaeLE o_ � �� 4.25" l+LAX DESIGN �i u MANU.FACIUR�R: :{:.:........................... am o InP•) P.RESSURE' g ODL LITE FRAME ODL....... ±75 0l o J� 24"MAX. o. a FRAME WIDTH RSL ±60 x Y m o20.75'MAX. a D.L.O.WIDTH f° E nv .8 U �_ N N 1/2'GLASS BRE d d z s A5 W W O 1-1/4"OVERALL THK.GLASS STRUCTURAL SILICINE(DOW 995) i In 0 1/8"ANNEALED GLASS of = v = 0.090"SAFLEX®PVB e ¢ O 6 INTERLAYER a 1.57' a a G �` o (TYP') 1/8"ANNEALED GLASS oI.o6" W a g � ^ AIR SPACE 1/8"TEMPERED GLASS n i 1I NON-GROOVE SWIGGLE d w/DELCHEM#80 POLYSULFIDE A7 40 I mve 02116112 0 1/87 BACKFILL A6 3 #10 X 1-3/4°PPH WOOD SCREW sma N.T.S. � JK.�,•: m s INT. G2 GL4ZING DETAIL AS EXL FRAME A6 IM.FRAME A7 SCREW CAP cm w. lJK 3 � FS DM4NN0 NO.: N VYP n RSL LITE) IFRAME FL-15210.4 oSHEET 3 of 13 a R:\CerdslMastpm,Inc PERMANENTy1-Florida Product Approvals(FI,-15210 HVHZ Hberglass-Impact Opaque and Glazed\C-Orawings(11-15210(2017)1FL-15710.1-6.dwg,4.4 3 C7 V? m a m co m O 0� r r m O N co W Co P"+ fJ1—° A sm o N Z z o A W t?s W AN VW G" P W 0:X o W A co N P N PIU(A N �O V z� o yp N n rn vt N 0 Z v rx ` M Z W M A W o v 0 rn ° m 0 r O .d v ` O.1S�T'yCp-ySINK � � r J�t�3t8CHrrr4'? 1-114"MIN. J i No.43409 Q PRODUCT. Deauments P red . .. PlASTPRO INC. Lyndon F. Soh Idt i I4' I z N MERGtASS DOOR P.E. No. 43409JO....,. p ALAI- rrrnnnit` 2 7 24 17 LIPOATE TO 61H ED. 2017 FPC JK PART OR ASSEMBLY, CAL �j BUILDING CONSULTANTS, INC. o ti 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK tJ�„ P.O. Box 230, .659.9 FL 33595 �W ++ ro NO DATE CROSS SECTIONS (2XBUCK) Phone .& o. 9859.9197 REVISIONS FBPE C.A. Na. 9813 201 b R.W.B0lLD-ra C......T.INC. R:\Cients\Hastpro,Inc PERMANENT\A-Honda Product Approvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Omwings\FL-15210(2017)\FL-15210.1-6.dwg,5.4 t{7 M e.4" 4a 4 fr� i ?7r N O ox� a � �n Q� N V 0 Z 1� �0 rn V 5.�N f O N �+ 7 y X,A i Q �} h SIR 3 . . a m 4 a m m .-o M $ n ,pv 3 b OgX^ 100 o 9R0 ��t m m � °z M I0 I-IM MIN. `����iF 1SCFllb/�d li!!i EMB.(TYP•) :� �!•"ueEr+sF•.T �' No.43409 + PRODUCT: ooeurrHnt+Pro pa By:i , F p PIASTPRO INC. Lyndon F. Schmidt ! n8ERGLASS DOOR P.E- No. 43409 N 2 7 24 T7 UPDATE TO 67H ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o rTi fi N T 3 9 T5 UPDATE TO 5TH ED. 2014 F&C JK lw y N NO FL DATE BY HORIZONTAL& VERTICAL phone N.: 813.6 9.9197 33595 REVISIONS CROSS SECTIONS (IX BUCK) FSPE CA No. 9813 ®2016 R.W.BUILp,NO DGNeULTANT9 INC. • R:kC ients\Plastpm,Inc PERMANE"-Florida Product ApprmIsM-15210 HVHZ Flberglas-Impact Opaque and Glazed\C-DrawingsVL-15210(2017)\FL-15210.1.6.dwg,6.4 v m 4' n a3 0 F. 0 n o r ? •o =0M 0 0 tp�N o 0 g N A I0 A O•N O N ry�0r�y o O 33 N V N (a 0 V �10 0 z 3 � a a Z M v m M 0 a g I � C8 O s o° s r' 0 a mZ n V Z I.ZS o N ° ' ```7�11$CHlll����i +8sjQ No.43409 ;• P, PRODUCT: Daeumente Prepared Eb, I Lyndon F. Schmidt 4�•••'.......... 6,�� 1 0 o FIBERGLASS DOOR OMAL0' , �- P.F- No. 43409 / / M Im z N 7j//111111t1� o En lo' y pl 2 7 24 17 UPDATE TO 6TH ED. 2017 f-BC JK PART OR ASSEMBLY- �Q BUILDING CONSULTANTS, INC. R of 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, Vclrtco, FL 33595 IL+ R w NO DATE BY HORIZONTAL & VERTICAL CROSS Vvv phone No.: 813.559.9797 REVISIONS SECTIONS DIRECT 70 MASONRY) FBpE C.A. No. 9813 0 2016 R.W.501LOIN8 CCNBULTANTB INC. R:\Olents\Plastpm,Inc PERMANENT\A-Rodda Product Appmvals\FL-15210 HVH2 Rbetglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,7A 01 30 p Q> . fl p Z PP C V'p N o Ol a W . c A m 0 e A V N M O m nn �� a D r+ D m n EL x 155 M 1-1J4"MIN. EMB.(TYP.) M O I �n C e �y t1t ° a Z ° CD a > Z M W p 0 NSF... No.43408 EE 96.�y q PRODUCT- Documents Prepared 8Y.r •• .2 r r++ PLASTPRO INC. Lyndon F. Schmidt ���i •�••';20RIDR.•"• ��"� R N FIBERGLASS DOOR P.E. Na. 43409 2 7 24 17 LIPOATE TO 67}1 ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o fO 1 3 9 15 UPOA7E TO STH ED. 2014 FBC JK C�J/,�{j�P.O. Box 230, .65X9, 7 33595 iW 0. N NO DATE SECTIONS(RIRESHOLDS} Ph ans No.: 873.859.8187 RE ISIO S FBPE C.A. No. 9813 0 2D1 6 R.W.BUIL-0 00—B TA S IN6. ' - 1-6. 8.4 R.\Oimts\Rastpm,InclPERMANENT\A-Ronda Product Approvals\FL 15210 HVHZ FlbetgWss Impact opaque and Glazed\C-Drawings\FL-15210(2017)\R.-15210. dwg, r 3 1.5 MAX. ? 3 125' 1�: O MIN. j. N a v 10 0 0.. 0 0 0 a.... m m oa en A n tT O A O Qo m A O Z g 1-1/4"MIN. m'o S EMB.PP.) A n Q IA 0 0 O OD N o — o N 02 n m Z d� � 4' t-Y••'• �y 203 A. n a N o H 1.25" tTt MIN. O Z z 2.25' c 1.S'MAX. 0o w 4!'— MAX. „ MAX. Os Z z v 30 10 o p MIN. n y v a I0 o A m 3 �z o0 Q Qs m 3 1.1/4"MIN. Z4 n EMB.)TYP.) �0 a A o v ?� $ � z Oo A Ay :CD 4+_ �o O iS Z MIN. t$CIn, nZ 4.25' a 1.5'MAX. O - No.43409 5 ¢ PRODUCT: Document.Prepared 93: 1cAOR PIASTPRO INC. Lyndon F. Schmidt �i ........... '� FlBERGLASS DOOR P.E. No. 43409 ����` 100 ro //11111111ttt� 2 7 24 17 UPDATE TO 6TH ED. 2017 FOC JK PART OR ASSEMBLY: /BUILDING CONSULTANTS, INC. Io x in 1 3 9 15 UPDATE TO 5TH ED. 2014 FOC JK e/L��/ P.o. Box 230, VoIrfco, FL 33395 GI N NO DATE BY HORIZONTAL & VERTICAL YvvY phone No.: 813.BS9.9197 REVISIONS SECi10NS (DIRECT TO MASONRY) FBPE c a No. 9813 0 201 2 R.W.BUILDING CGNGULT 8 INC- R:\Olents\%astpro,Inc PERMANEM\A-Flodda Product Approvals\FL-15210 HVH2 Rberglass-Impact Opaque and Gta=ed\C-DrawingsWL-15210(2017)1FL-15210.1-6•dwg,9A D Z c D OVERALL HEIGHT r 3V H HANDLE HEIGHT M O O G) 0 0 c �+ M 7070 Lo H 10.04' a _N y e N O� OX O a 4.63' OQO �A �t vm O az O C M N N C= a � I o O C= CC= O y �[ 0.1" 5 Rl P X X N A X X A X X O� DoC O� C O� C C C < 77% j Q 7AC 77C a m 15' 43.09 )` ,•. / No.43409 4 Q PRODUCT: DacumenL Prepared ey: 8i PLASfPRO INC. /i •.;20�e1. `. Lyndon F. Schmidt FIBERGLASS DOOR P.E. No. 43409 N P y VDAT UPDATE TO 8TH ED. 2017 FEC JK PART OR ASSEMBLY: !BUILDING CONSULTAN75, INC. Ip u1 UPDATE TO 5TH ED. 2014 FBC JK r���/ P.O. Box 230• VGlrieo, FL 33595 W � tJ BY 3—POINT LOCK DETAILS vv phone No.: 813.859.8197 REVISIO S FBPE CA No. 9813 0 2012 R.W.BUILDING CDN.ULTANTB INC. R:\Clents\Plastpro,Inc PERMANENT\A-Florida Product Approvals FR-15210 HVH2 Fiberglass-Impact Opaque and Glaled\C-Drawings\FL-15210(2017)\FL-15210.1.6.dwg,10.4 0 ' O c v � Tm 01 Z f �C 3 ® m ew � N 0 S20 co co A0 O 0 r) K V7 m O R a rn m O 24.25' 23.0 15.0" $rtN. GNo.43408 Q PRODUCT: Document.Prepared ••, •• la IyG PlASTPRO INC. P Ed NoF Sch,,Idt 'i��i ....... g o FIBERGLASS DOOR i7 Oygl, \� N rrrrr111ta� o 4 2 7 24 17 UPDATE TO 6TH ED. 2017 HBC �IKPARTOR ASSEMBLY: (� BUILDING CONSULTANTS. INC. 1 3 9 15 UPDATE E0. 2014 F8C J 1, � P.O. Box 230, ValrlDo• FL 33595 NNO DATE 3—POINT LOCK DETAILS VY phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 2012 R.W.9UILDIND CON6ULT 8 INC. 4P) 4P9/16"JAMB (SIRDIRECT TTO O$ MASONRY JAMB(TYP.) `�� * ��i w r 6" , N tom•) Ea. g Q°- "'• 'ffttt {tttt O °�2 D TYP.HEAD SEE HINGE L 2X BUCK °a M 0 N DETAIL(TYP.) ° &JAMBS ° G iX BUCK v ? E z m u DIRECT TO e � 5 O y°a. 4 MASONRY g MASONRY MASONRY a ° .i OPENING OPENING OPENING " a TYP.HEAD oz &JAMBS 3d FRAME l 2X BUCK .� 49/16"JAMB M `o z$ 2X BUCK �6-9116"JAMB N a 1= DIRECT TO g` °O ' MASONRY IT o JAMB(TYP.) I (SEE SHEET 8) p a z & � m o '° ADA SILL 7 $ ) ONLY ' E ►� t Pi Tei N SUCKANCHORING STRIKEJAMR FRAMEANCHORING HINGEJAMS w w o Masonry construcfion F u� f � � CONCRErEANCHOR NOTES: DIRECT TO O O 1.concrete oncholocaHons at the comers moy be adjusted to maintofn the m n. DIRECT TO edge distance te moiarlotnts. DIRECT TO MASONRY M $ 8 concrete anchor locatrors noted as MAIC.ON CEMER MW be odjusted to MASONRY MASONRY M z 3.Concreteonotwtob/e to TX$UCK G t3 motrsfain the min.edge Mance to modarlahsts,oddrhortotconcrete anchors F F may be sequhed to ensara the MAX ON CENTER•danensron ore riot exceeded. 1 X BUCK 1 X BUCK G $ W E CARaNCE. MIN CLEARdNCE; 2X BUCK 2X BUCK [ 9 9 v W rW ANCHCZR ANCHOR: MIN 2X BUCK 2X BUCK [ a o s OM{tSONRt' TO IalA E TYPE SR✓ EM6EbMENT 1 n a Itw EacE ANCHCSk 1XBUCKDIRECT TO 11 N z o TAPCON' 114 t-it4- Z" DIRECT TOMASONRY 11 1 i WL-02 16 12o LTRACON 1/,C t-114" 1" 4' MASONRYiXBUCKN2X BUCK �: LFs awnRc No< i t,wOCw scREwtusratunau NOTES: LATCH b DEADBOCT DETAIL HINGE DETAIL HINGE DETAIL " s Mafnfatn a mtnhnum 5J8-edge dtsiance,7'oxf dManee,6 t'o.c.spading of FT.-15210.4 woad screws to prevent the spttttng of wood. InsMng DUtswing o ssuEr t° �oP 13 6 — � R:\Clients\Plastpro,Inc pERMANENT\A-Florida Product Approvals\PL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Dmwings\R-15210(2017)\R-15210.1{.dw9,12.4 1 A„ 1.75" 1.25' a 30 C)0 00 N S B a42, 2 a A P M. = P 6 x o 6 6 6 is 00 go �Z Q _� 2 - 0.65"-{ � 1.7-{� --►{ 1.25' aA o I I I I N oa t�0.15, ro cq '. 0 T� ae N � � N N 1] m Cl 0.937" 0.7S' m i VP T No.43409 Q PRODUCT: Dae-MI,Prepared ��� '•• `' r7 PLASTPRO INC. Lindon F. Schmidt (t tom' P.E. No. 43408 ��1/'•••••'e g N FIBERGLASS DOOR � �NALIt,\�` N 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: CQ�RW CONSULTANTS, INC. p 7q to\ 1 3 9 15 UPDATE TO 5TH ED. 2014 FISC JK VY P.O. Box 23D, Valrico, FL 33595 Iw N NO DA E COMPONENTS Phone No.: 859.9197 REVISIO S FBPE CA No.o. 9813 ®201 2 R.W.BUILDING CONSUL--INC. 001 It .4, 0 BILL OF MATERIALS ITEM Y DESCRIFflom MATERAL A7. A=x d si<= A IXBUCK SG-0.55 WOOD z 4c o B 2X BUCK SG>=0.55 WOOD C IM MAX.SHIM SPACE -0 0 co D 114'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ..z E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 0 z ox z G 3/16"x 3-1/4'PFH ITW CONCRETE SCREW Em -m, I 1/4"X I-3/,V PFH ELCO,OR ITW CONCRETE SCREW STEEL d cc aw STEEL xm a .9 J IXX 33/4'PFH ELCO OR fTW CONCRETE SCREW STEEL K 1/4!'X 2-1/4''ITW CONCRETE SCREW STEEL -E 5 Z L #I0X2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL xa Q� M 3116'X 2-1/4-ITW CONCRETE SCREW STEEL N 3116'X 2-3/,VITW CONCRETE SCREW STEEL P 1/4"X 2-1 i4"PFH ELCO CONCRETE SCREW STEEL I POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL m 9 4"X 4"BUTT HINGE STEEL w 11 #9 X 3/4'PFH WOOD SCREW STEEL !2 4 22 3 POINT"TONGUE"MULTIPOINT LOCKSEr(Mfg.BY HOPPE) STEEL 0rz 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL cc 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL CL 0 27 LATCH STRIKE PLATE STEEL is 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL ------ 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD— 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMPz 34 OUTSWING THRESHOLD ALUM/WOOD 018* o 36 INSWING THRESHOLD ALUM/COMP N zv, 37 INSWING THRESHOLD ALUM/WOOD o f? rr 38 INSWING THRESHOLD ALUM/COMP ti 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a< CL 6 55 #10X 1-112"PFH SCREW STEEL m, 57 BACKING PLATE STEEL !2 58 #BXTPFHWS STEEL , 60 MULTIPOINT STRIKE PLATE STEEL t 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL U —02/16/12 WAM N.T.S. OWIL BY. jk-- m cw_W. LFS DP"NO NO-- FL-15210.4 I—-L3 Florida Building Code Online Page 1 of 3 Tm BCIS Home Log In User Registration Hot roplcs �, Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ( Links •Search i a r Product Approval � mz dbFUd USER:Public User =.n P Product Approval Menu>Product or Appllcatlon Search>Aoolicatlon 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 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 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 J.King,P.E. Cil Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 _ 2005 a# t, ASTM E1996 ';�?; i i'•:e,. �rA 2 6 ASTM E1996 R '}20 9 TAS 201,20 20 . ' a 1 4 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 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 15780.1.1)df 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 II (a)Inst 15780.2.Ddf 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.Ddf 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.odf 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.Ddf 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.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 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.5.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(XIX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.6.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el 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. 15780.7 g.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 FL15780 R7 TI (a)Inst 15780.7.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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.7.Ddf 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 15780.8.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 FL15780 R7 AE (b)Eval 15780.8.Ddf 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 15780.9.0f 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 Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.9.Ddf 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.Coovdaht 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),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: E. M credit card: Safe' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SAlnEOW... 1/3/2018 r R R W Building Consultants, Inc.. W Consulting and Engineering Services for the Building Industry B C.C PA.'Box,230 Valrico,FL 33595 Phone813.659.9197 Florida Board of Professional Engineers Certificate ofAuthorization No.9813 ''// / FL-15780.8 OC1691-11,2017 Product Category Sub Category . Manufacturer Product Name Soft=Lite:LLC "Barcelona" Windows Double Hung 10250 Philipp Parkway Model"RH3ll1"&"DHU131" Streets boro,OH 44241 Double Hung Window (330)618-3406: "Irnpact" Scope: Product Evaluation report issued by R;W Building Consultants, Inc.&.Lyndon F.Schmidt, P.E.(System ID#1:998)for Soft- Lite LLC:,based on'Rule Chapter No:61G20-3,Method 1D of the State of Florida Product Approval,Department of Business`&Professional Regulation. RW-Building Consuliantswand Lyndon F.Schmidt,P.E.do not have nor will;acquire financial interest in the company manufacturing:or distributing the produ_ct;or in any other entity involved in the.approval process of the product named herein. Cimftatlons: 1. This product has been evaluated;and.is in compliance with ther61:h'Ed'ition(2017)•Florida Building Code(FBC)structural requirements including the"High Velocity Hurd ane'Zone". 2:.. Product•anchors<shall be-as I"isted and spaced.as shown on details.Anchor embedment to base.material shall be beyond wall dressing, or stucco. 3. When used in"HVHZ this producfco.mplies with Section 1626 of-the FBC and,does not require an impact resistant covering. 4: For2x stud framing construction,.anehoring of these:units shall be-'the same as that shown for 2x buck masonry construction. 6: Site.conditions thai-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 d'es'ign pressure limitations.. .Supporting Documen 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.Testinq 17-0712:04: Saflex°'PVB lnterlayer.(Eastman Chemical Company) 15-0528: .13 PVC:Extrusions.(Vision Extrusions Ltd.) 3. Drawlng`No. Prepared by Signed•&Sealed by No.FL-15780.& RW.Building Consultants,Inc.(CA#9813.) Lyndon F.Schmidt,P.E. 4.>Calculations Prepared bV �16�bB�Qep ®®� Signed&Sealed bV Buck Anchoring RW:Building Consultants; Inc.•(CA#9813),,%-. �o � �d�+� Lyndon F Schmidt.,P.E. ASTM,E1300 Glass Load. Lyndon.F.Schmidt;P.E. 5. 'QualifyAssurance., No 43409 Certificate of Participation.issued byFarabaug'h Engineering and w Testing, Inc,certifying ghat Soft-Lite LLC.is manufacturing.products Z, ^` within-a_quality-assurance program that complieswith IMIEC " 1s 3► STAT14, 17020 and Guide 53. ss ssS:08 A fl 0® Lyndon F Schmidt,RE. as FL PE No.43409 10/11/201,7 Sheet,1:of 1 �,�'o�- X41 lJ1V`✓ '_' 1 Mn I ft �' a==LL nes a z_ �] t:4 Or tin >' •.. ..... o� .;; m ows Bringing quality f0 light, z o m o 10250 Philipp Parkway r l r s n z N. ,z Streetsboro,Ohio 44241 m o ozo 0'o. SESEa a"BARCELONA" FRAME SIZES FRAME SIZES m n Model "DH301" and "DH30P1" E °z jo DOUBLE HUNG WINDOW ,;� ,,� rMPACr WZ /� �/ x" 3 0 o F� o z w a `SSa' 3 Gw GENERAL NOTES ' o w �w U� 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"(HVHZ). w a o 2. Product anchors shall be as fisted and spaced as shown on details.Anchor x /! m embedment to base material shall be beyond wall dressing or stucco. v 3. When used in the"IME'this'product complies with Section 1626 of the FBC and does not require an impact resistant covering. %// rn 4. For 2z stud framing constriction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. Model TH301" Model"DH30P1" 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. U a 6. This product meetsthe water infiltration requirements for the"HVHT'. z TABLE OF CONTENTS MAX; i MAX DESfGNliRE55URE(PS<y, SHEEN DESCRIPTION MODEL fRAME DLO GLASS _ g 1 Typical elevations,design pressures and general notesOxim 4/14/17 DIMENSIgN DIMENSION , TYPE POSfpVE NEGATNE Z o 2 Horizontal cross sectionsti E; 3 Horizontal crossseations "DH301" 54.0"X76:5" 46.25"x33.875" GI +55.0 •65.0 N.T.S.DM BY. 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 CHK BY: LFS 3 rc 6 Components DRAW NO. � 7 Components FL-15780.8' o B 1 BBI of materials and glotng'detail SHEET I OF 8 — — e V a Hardware Notes: 1 2 3 1-1/4"MIN. .`````,esti* . 1.Locks(2)located on lock rail 4 4 4 EMB.(TY P.) _�� ••��� m Q• yr 10'tromeachjamb. `r:,� `Og�0 •mss f_d M / C SEE DETAIL 1 SEE ANCHORING SHE0 ET N 7 Z Z a 24 �i �'•.... ... �� ono 1 8 Gl INTERIOR INTERIOR �i�� � w> m 2 /� 24 �1� IIn1 Y onmi UN•; t ' '— z 0ZU `o a moat cv 9 / E `o z° u N ❑ 13 9 ❑ o 'jd 1 X ❑ 25 3 v D m EXTERIOR EXTERIOR z ❑ �V 3E 1 3 J oEn � 1 EO 4 3 5 2 HORIZONTAL CROSS SECTION DETAIL 1 y 4 4 2 Shown Direct to Masonry 0I o E B a a C m 24 SEE DETAIL 1 1-1/4"MINA. C SEE DETAIL 1 E M 33 28 EMB.(TYP.) 33 28 8 GI 24 8 G1 INTERIOR INTERIOR z Ln 3 I o I o Ln F z `u ❑ 13 90 13 9 z g ° EXTERIOR K ° EXTERIOR z u0 1-1/4-MIN. D nae 414 17 EMB.(TYP.) 1 SCAM N.T.S. E DM ar JK m X CHK Bf: LFS ?+, 1 HORIZONTAL CROSS SECTION 1 r3"\HORIZONTAL CROSS SECTION DPAWNG Na; 2 2X Buck Construction 2 Shown w/1 X Buck FL-15780.8 0 OSHEEP 2 OF 8 K R:\Oients\SoR-Ute Pelmanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Dmvdngs\FL-15780(2017)\FL-15780.6-B.dwg,3 A W �i Z �SO m �y oa 'O O N N N T m � C) — w _ W N ONO W �O M .. W m O — f W J O N — Q W W 0 zW W 47 I22 22 0 0 >o M W W D �A oN 700 �Z O n X ❑ O PAS r'O w 0 N In. O V7 — W m A IO ``111111117/77] '%00 F$CHI �/�' �``` v•No 43409••'''/i d?ZSi Q PRODUCT: Documents Prop. SOFT—LITE WINDOWS Lyndon F. Schmidt PORION ��� �7 L ���••p........... Iw J. P.E. No. 43409 i"QAI t``�\�`� ,ol m ` 1 PART OR ASSEMBLY: m/�' BUILDING CONSULTANTS, INC. p x In .� -V P.O. Box 230,Valrieo, FL 33585 bo $NODAITEb BY HORIZONTAL CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FHPE C.A. No.o. 9813 02017 R.W.BDILaINO DDNSULTANt8 INC. R:\Olents\SoR-Ute Pennanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6.8.dwg,4 1-1/4"MIN. EMB.(TYP.) EMB.(1YP.) 70 A_ AN m O N tp m n vf1 0 '• n� v n O o O y o y 5-tl of y 7 AKW Oy — O gn N p7. O en A O Z . . Z 0 �o M t1' 1-1/4"MIN. o. p EMB.(TYP.) aA n+ > O N m 'O 2 .o w AA C• AC 1.96' rn `tea xn ,gan np o N--0 m rn _ O A Cn O w C4 Z A 1 Z c N z O >D 1-1/4"MIN. O M m aw m N W N 1 96' ❑ 0 • � P AN C C Es ❑ � � N 7 �,t A N j O \\\11111111I/j7 1-1/4"MIN. I0 1.95T' No.4sa09 EMB.(TYP.) 1.95T' — /'ZT_ SE a Q PRODUCT: Deeumanta Prepared : SOFT—UTE WINDOWS Lyndon F. Schmidt P.E. No. 43409 •'•• .4 PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. U5 y VERTICAL P.O. Box 230, Valrico, FL 33595 Ica m V NO DATE BY Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A.-No. 9513 0 201 7 R.W.BUILDING 00Ne11L—Ht9 INC. 4"r 10.5'O.C.(TYP•) Dr! c =_ 6p r .�y". z $V!ro «,y, ' 'x 1 r''i�•'`... ....- h��� �o ra to PV ri► ' =C;;;d rrrr t UN••z D 2X BUCK IF t ° z c=v 9 m w TYP. -- SASH 1X SUCK G 11 oa p OIL 2X BUCK DIRECTTO N n 4 m G a BUCKMASONRY v FRAME E HEAD&JAMBS °Uip� 1 DYP.r MEETING a MASONRY 2X BUCK M SASH MASONRY D MASONRY OPENING 1XBUCK K o OPENING DIRECT TO w — - - m THROUGH TILT LATCH BLOCK a o U a h o } m 3 a BUCKANCHORING FRAMEANCHORING g s' fn a o u► 8 CONCRETEANCHOR NOTES: y� 1.Concrete anchor locations at the comers may be adlusted to maintain the min. a edge distance to mortar joints. 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min,edge distance to mortarjolnts,additional concrete anchors z g may be requved to ensure the MAX;ON CENTER"dimension are not exceeded. _ V 3.Concrete anchor table. w i MlN GLEARi4NGE' :MIN CI.EARAN[/; ANCHOR ANCliC1R MIIv o � -TO:t'rtASONRy TOADIACENT �' .. .:.N..T.a:< ..M8.....bM...E..... :•:::::.;:E:. .. . 0 z 'TW z v TAPCON® T/4" 1-1/4" 2" 4" w 4/14/17 = scuE 9 g ELCO ® 4" Dwc.By: N JK M'' WOOD SCREW INSTALLATION NOTES: aDc BF. LFS 3 � i.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of DMIONG NDs � n wood screws to prevent the splitting of wood. FL-15780.8o SNfET 5 Gf $ N R:%OlentslSoR-Ute Permanent-Mrlda Product Appmvals\FL-15780 Double Hung\C-Dmwings\FL-15760(7017)�FL-15780.6-8.dwg,6 N 0 t„ o V� C T t4 y O H m � 0.66" N w w m a v j► �1.7T'� x z 0.065 �16.I m 2.87 0.95 w m m 0.27' 0.86" A ..a O� }T ZIJ O l,O� a y E. kr 0.091, ^3 i+ m � I 0.065 0 0 1.44" 0.39" 0.32" a a 0.64" L o0.09"r s o ko 0 1.05 A 02T 0.94" G/ No.43408 g $ PRODUCT: Document"Proparod By. r'2 f3 SOFT—LITE WINDOWS Lyndon F. Sahmmt �� � 0�. a+ P.E. No. 43409 '•••••••••• PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC.J� P.O, Box 230, VGlrioo, FL 33595 I0° V NO DATE BY COMPONENTS Phona No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®201 7 R.W.BUILDING CDNaUL—Nt"INC. R:\Olents\SoR-Ute Pennanent\A-Horlda Product Approvals\R-15780 Double Hung\C-Drawings\FL-IS780(2017)\FL-15780.8-8.dwg,7 2.97" r--121" r o � W T CD 1.96" El V � 0 T P O O 1.21" 1.OT'�1 W a d� TI-5 1I1— O T tiI I} � E o 2.39" 1.21" 1.07. -- Till a y A o I 0 0.05, 1 unula,,,,��� 1.96" .. SCH,f '.. ..•; .r G No.43409 FPRODUCT: Deeumenle Prepored By: r SOFT—LRE WINDOWS Lyndon F. Schmidt «?!Q�• IV P.E. No. 43409 DVD L y j PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� COMPONENTS O 7t P.O. Bax .30, VDlrico, FL 33595 bo v NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILD-CDR.0-tn IND. BILL OF MATERIALS `N` ....... 4,� n ITEM t MAIEwnL Q�r • '. ''^ u01i A 1X BUCK SG>=0.42 WOODo;JtZ B 2X BUCK SG>=0.42 WOOD C 1/4"MAX.SHIM SPACEv"; z k"•�� �rn D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �'�,�'' ..,, ' ��� oMASONRY-3, m m' NG E 301 OR HOLLOWOBLOCK CONFORMING TOPSI MIN.CONCRETEFIMI0T0 ACI CONCRETE ���►11 iIN ` o n a0 z° F #B-15 X 7'TRUSS HEAD SMS(I-31W MIN.EMBEDMENT) STEEL n o n o G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL ` P Em °z_m c v H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \\ e`N r 9 o t a K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v q LL"� m d a M #10 X 2-3/4"PPH WS(1-3/8"MIN.EMBEDMENT) STEEL c 0 1 FRAME* PVC stj 2 HEAD' PVCa 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER* PVC 5 TOP UFT HANDLE` PVC 3 J 6 KEEPER RAIL* PVC o �o € 7 LOCK RAIL* PVC 3 L e 8 PLAIN STILE* PVC 9 GLAZING BEAD* PVC 5/8"GLASS BITE DOW 2400 SAS N o 10 BOTTOM LIFT RAIL' PVC 71T THICK 2 �o 11 REINFORCEMENT(6065-T5 ALUM) ALUM. $ o m 12 REINFORCEMENT(6065-75 ALUM) ALUM. 0 1/8"ANNEALED 13 REINFORCEMENT(6065-T5 ALUM) ALUM. 0.0SAFLDL PVB INTERLAYER a 90" I a 14 HEAD POCKET INSERT* PVC 15 SLOPED INSERT* PVC 1/8"ANNEALED m 3 16 SLOPED SIU-* PVC 0 20 LOCK - AIR SPACE 21 LOCK KEEPER 24 TILT LATCH BLOCK �� 1/8"ANNEALED OR TEMPERED GLASS* 25 TILT LATCH - 26 #8 X 1"PFH TEK STEEL STEEL INTERCEPT SPACER a 27 #6 X 1"PFH TEK STEEL GT GLAZING DETAI[ y �' 28 WEATHERSTRIP(187-270TRI-FIN) a: 29 BULB SEAL 30 BULB SEAL - 31 PIVOT BAR STEEL ^HVHT'GLAZING NOTE: 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 g' 33 BALANCER BRACKET - 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. a F 6 •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i o EXTRUDERS LICENSEES IN HAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z 5 DATE 4/14/17 = SCAM N.T.S. o 5 E ov+a ar: JK m g anc W. FF—S--- ,z 3 DRAWING NO.: � r r � FL-15780.8 0 OSHEET 8 OF 8 5 e Florida Building Code Online SCIS Home i Login i User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map ? Links ; Search F oridai , " Product Approval ;USER:Public User Product Aooroval Menu>Application Detail FL# FL15210-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Cor . Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 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 12/31/2018 Validated By Ryan J. King, P.E. ❑� Validdo e Certificate of Independence ' Referenced Standard and Year(of Standard) Standard ASTM D1929n6i 996 ASTM D2843 999 https•J/floridabuilding.org/pr/pr_app_dd.aspx?param--vGEVXQwtDgv3yVVKJZ IQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpofUdA%3d%3d[1/3/2018 5:40:45 PM] Florida Building Code Online ASTM D635 1998 . ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Ea uiv (a) Equivalency of Standards pdf Sections from the Code a Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 x Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 ummary of.Products FL#, Model,Number or Name, Description 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.1.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 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 35210:2 b. Smooth/Wood Grain/White'Wood '68"Impact"Opaque Fiberglass Single boor with Side lite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or.X0; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 Ii (b)Inst 15710.7,prif 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"15210.2 for Design•P.ressure Ratin s an FL15210 :R6 AE b _vat 15210.2. df: _ _ additional"use limitations; installat ` product ( 2— tion In and ro'duct Created by Independent Party:Yes particulars. s r . 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 IT (b)I, nst 15210.3.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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)_Eval 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. w: 15210.4 d.Smooth/Wood Grain/White,Wood 68"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series O" (X-Configuration) Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD v3 VVKJZIQRCFP u8 bC aL%2fcMd8xBvDdr oHIdA°/a3d%3d 1/3/2018 5:40:45 P Q Y 9 g 9P �P I M] Florida Building Code Online Limitsof Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b)Inst 15210.4.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 15210.4 for Design Pressure Ratings,any FL1S210 R6 AE (b)Eval 15210.4.pdf"° additional use limitations;installation instructions and product Created by Independent Third Party:Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.5.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 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes' _FL15210 R6 II (b)Inst 15210.6.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 15210.6 for Design"Pressure Ratings,any FL15210 R6 AE (>) Eval 15210.6.pdf additional use limitations, installation instructions and product Created by Independent'Third Party: Yes particulars. _ 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- ° Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b) Inst 15210.7.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by P Party:Independent Third Pa : Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b) Inst 15210.8.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 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.8. dmf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9.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 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (h) Eval 15210.9.ndf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door https://(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpaL%2fcMd8xBvDdr)CKxpoHIdA%3d%3d[1/3/2018 5:40:45 PM] ! r Florida Building Code Online Limits of Use Installation Instructions Approved for use in_HVHZ:Yes ,", FL15210 R6 II (b)Inst 15210.10.12df 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 Other: See INST 15210.10 for Design Pressure Ratings,any Flit; 10 R6 AE fib)Fval 15210 10.E additional use limitations,installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sideiite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1S210 R6 II (,b)Inst 15210.1l.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 15210.11 for Design Pressure Ratings,any FLI5210 R6 AE (b)Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 18210.12 I. Smooth/Wood Grain/Whitewood 8'0"Irrpact"Opaque Fiberglass Double 'Door with or without Grain/Rustic/Mahogany Series,0 Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R6 II(b)Inst 15 i 0 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" Design Pressure: N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 12 pdf -n� additional use limitations, installation instructions and product Created by Independent Third Party:-Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi5210 R6 II (b)Inst 15210.13.[Jd 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 15210.13 for Design Pressure Ratings,any Fi ir,210 R6 AE (b)Eva] 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts ;. Grain/Rustic/Mahogany Series O on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 1 1036_ II (b.)Insr-15 0.14.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 15210.14 for Design,Pressure Ratings,any1L_5210 R6 AE (b) Eval 152111 odf' additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT—an operational window insert-Outswing(X- �u Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 15 10 R6 II (b)Inst.15210.15.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 a' Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings,any FI 15210 R6 AE (b) Eval 15210 1S odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. MMIN M-1 https:llfloridabuilding.org/pr/pr_app dtl.aspx?param--wGEVXQwtDgv3yVVKJZlQRCFPquBgbCgpaL%2fcMdgxBvDdrXKxpoHIdA%3d%3d[1/3/2018 5:40:45 PM] Florida Building Code Online 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 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: eCtiecF M Cred[t Candi i =Safer https:Hfloridabttilding.org/pr/pr�_app dti.aspx?param=wGEVXQwtDqv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpolUdA%a3d%3d[1/3/2018 5:40:45 PM] R R W Building Consultants, Inc. W B Consulting and Engineering Semices for the-Building.Industry C P.O:Box 230 Valrico,FL 33595 Phone 813:659.9197 Florida;BoardofProfessional Engineers:Certificate of Authorization No.9813 %j. Date: AtigttstlO,2017, - ;Product Category tubCategory Manufacturer Product Name Swinging Plastpro,Inc. Smooth 1 Wood Grain/White WoodtGrain Exterior E401or Door '5200.W::-Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series Q Fiberglass Door Phone 440.969:9773 Inswing/Otitswing-"Impact" Scope: Ptoduct;Evaluation reportissued by R W.Building Consultants, Inc.'&.Lyndon F.Schmidt,PlE (System ID#1998)for Plastpra lno.,bas."ed'on Rule Chapter No:61 G20-3,Method 1 D of'the State of'Florida Product.Approval;,Department of Business&Professional Regulation, RW.Building Cons.ultants,and,Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company Manufacturing or distributing the produetor in any other entity involved in the approval'process of the product named rein. Limitations: 1:This product;has been;e$aluated and i§.1h compliance with the 6th Edition(2017).Florida Building.Code structural requirements including the"High VelocityHurricane Zone". 2. Product anchorsshall be.a&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,productcomplies with Section 1626 of the Florida Building Code and'does not require an impact resistant covering, 4. When used in areas outside ofthe:"HVHZ"requiring wind borne-debris protection:this producLcomplies with FBC.Sections 1609.1:2•& R301.2.1.2 and does.notrequire an`impact resistant covering.This product meets missile level"D"and includes Wind,Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 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-15210:6 require further engineering analysis by a licensed engineer or registered:archited. 7,outswing configurations meet.water infiltration:requirements for°HVHZ All other configurations do not meet the water infiltration requirements-for the".MVHZ"'and;must be installed only in non-habitable:areas or,at habitable locations protected by an overhang or canopy such•thatlhe:angle between-,the edge of canopy or overhang to sill is'less than 45 degrees. 8:S, d aw g L-.;52 0-, forslze:and design pressure)imifahgns. Supposing Documents:. 1. Test'Reiiort No:• Test Standard. Testing Laboratory Signed by TEL 01390365 TAS261794,202-94:8.TAS 203-94 TestingEvaluation Lab.,Inc. Lyrldon'R.8chmidt,P.E. TEL 01391846 TAS 201=94.,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC-05-255=16776. ASTM D 635-98',638-03,1.929-96&2843=99 ETC Laboratories Joseph L.Doldan,RE. ASTM G 26-95 ETC-06=255-174.12:0 ASTKE 84-05ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303:0 ASTM D 635-98,.638-03,1929-96&2843-99 ETC Laboratories Ben.Meunier 2. Miami-DadeNOA Materials 17-0712.05 Safi ex`PVB Interlayer'(Eastman Chemical Company) 16 0314'.11 RoyalMouldings(Ext.PVC) c@g�41i6fl Blgh'd�rg�, 3: ,Drawing No. Prepared by -ee Sinned.&Sealed by No.'FL>15210.6 RW`Bwlding Consultants,Inc.(CA#9813) G E �S ° Lyndon,F.Schmidt,R.E. 4: Calculations Prepared bv. m" %V F ., o® Signed&Sealed by :Anchoring• RW Building Consultants,Inc.(CA#9813) b o No 43,1109 a�� Lyndon.F:Schmidt,P.E. ASTM EI 300' lass LoadLyridon F.Schmidt,P E. 5. Quality Assurance. fy; Certificate of Participation issued byNational Accreditation and Managements-13 $ PN E OF Institute,certifying that Plastpro,Inc.is manufacturing.products:within a:qualitj+oo0,� A% assurance program-thatcomplies with ISO/IEC 17020"and Guide 53. ®� a G •' `,��" ;r o `g�o4o� Lyndon F.Schmidt,P.E. "TOR 1111A�ts 5° FL PE No;43469 9/18/2017' Sheet-1 of"I ���astpre"o __ 8 o � a', ZI 6; 5200 W. CENTURY BLVD. =,�" ; Z �y, LOS ANGELES, CA 90045 ( 152.0'MAX.OVERALL FRAME WIDTH 375"MAX. y �M� 4.0 MAX..OVERA FRAME WIDTH �r�rr rig o 00 z° FRAME WIDT 1S" o n d Smooth/ Wood Grain / White Wood Grain \�!. Em Z.m o Rustic/Mahogany v �`� a N m a m Series O Fiberglass DoorJ Z0 E a= INSWING/OUTSWING �i �= s sa Q' 0 0 oo X e X O ,IMPACT, 0 O �o GENERAL NOTES i i7 aZ C3 p� 1. This product hasbeen evaluated and is in compliance with the 6th Edition(2017)Florida Building Code (FBC) ° a0 ?o z structural requirements including the"High Velocity Hurricane Zone"(HVHZ). OCAIj Ll Ll J a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall w w rte„ 6 be beyond wall dressing or stucco. o m W n 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not �I O w require an impact resistant covering. 0 a a p. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection,this product complies with FBC z Y} V Sections 1609.1.2&R30121.2 and does not require an Impact resistant covering.This product meets missile --m E level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R3012121. x x v r s n construction. N N IN N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed XX �, o engineer or registered architect. n 7. OutsWng configurations meet water infiltration requirements for"HVHZ".All other configurations do not meet o o� the water infiltration requirements for the"HVHT'and must be installed only in non-habloble areas or at e habitable locations protected by an overhang or canopy such that the angle between.the edge of canopy or o c g` overhang to sill is less than 45 degrees. >j i i TABLE OFCOMENTS MAX DESfGNPRESSIIRE(PSF) ^h SHEETti DESCRIP710N SHEEN CQNFI�ORATjON FRAME SWING ENouRA pSrRAGAt p(P ASikACA4 COLUMBIA ASTRAGAf 1 Typical elevations,design pressures&general notes 11 3•Point'lock detals DIMENSION POS.< NEG. POS, ,'NEG s 2, Door panel details 12 3-Point lock details .o x a2.o~ INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 a o 0 3 Sidefite panel details 13 Buck and frame anchoring(XXJ O z 0 w 4 Life frame details and glaring details 14 Buck and frame anchoring(OXXO) orn 02116112 i 74.D"x81.13" OUTSWING +75.0 -75.0 + 5.0 -75.0 +50.0 -50.0 - 5 Elevations 15 Astragaidetails srae N.T.S. 2 6 Horizontal&Vertical Cross Sections 2X Buck 16 Astragal details 1 50.0 -50:0 +50.0 -50.0 °^1 Mt. JK m 7 Horizontal&Vertical Cross Sections(1 X Buck) 17 Astragatdeta s 152.0"x82.0" DXXO s 8 Horizontal.&Vertical Cross Sections Direct to Masonry) 18 Components a"r �` LFS _ v 152.0"x81.13" OUTSWING +50.0 -50.0: +50.0 -50.0 +50.0 -50.0 nwWINRNO, 9 Horizontal&Vertical Cross Sections(Direct to Masonry) 19 Big of materials N a" 10 VerticalCross.Sections(Thresholds) FL-15210.6 See sheets 2&4 for hardware and rite design pressure fimlafions n n sHEt7 1 of 19 0 a 0't,11111,111 // 0.7' G1 G2 2'8" TOP RAIL X11 * '/fieri EXTERIOR 0.4 (COMP.) :�Q� `Jf•'y m 4V a INTERIOR '', /l/f * l�\%% z d m o f111\ CAP(PVC) CAP(PVC) b m N d HINGE STILE(LVL) LATCH STILE(LVL) +•• �� E m z m u d r 1 HORIZONTAL CROSS SECTION 2 °' .•°. ¢ 4p m dad Eo Lu J 31,75'DOOR cio d WIDTH c o o W 2 HARDINARE7ABLE G1 m z 2 MANUFACNRER MODEC PRESSORi5,.>i G2MDEF fCii Oa0o KMKSET KNOB: SIGNATURE SERIES + of o o a DEADBOLT: SIGNATURE SERIES(980) 75 INTERIOR o a EXTERIOR of a a SCHLAGE KNOB: 'P SERIES(FSI) }75 x x> o U DEADBOLT: '0"SERIM.(B60/62) se>m m PAMEx ±75 DEADBOLT: F07 SERIES ^� = Z HOPPE MULTIPOINT LOCK: HIS911003-POINT TONGUE ±50 •_�' NN § O '• .•• �iW O o ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) }75 e w Ln SEE HARDWARE FIBERGLASS SKIN o o r See sheets 8 and 9 for multipoint lock details. TABLE (0.125'MIN.THK.) ° a2 FOAM CORE a a d (POLYURETHANE- O O / SEE HARDWARE 1.9 PCF MIN.) •y' W z TABLEIT a a ..:n•. ..'T O IT ' v N `LC BOTTOM RAIL DAM 02116112 2 z D (COMP.) ami. N.T.S. Mo.BY. JK m s" DOOR PANEL r21 VERT(CAL CROSS SECTION CNK-BY. LFS 3 2 DRAWING NGe N FL-15210.6 a sM7 0 K • R:\Olents\Plastpro,Inc PERMANENT\A-Rodda Product Approvals\Fl.-15210 HVH2 Fiberglass-Impact Opaque and Glazed(C-DmwingsXR.-15210(2017)\R-15210.1-6.dwg,3.6 y -a v n F; o 79.25'OA HEIGHT H O 0 \\ 0 wN yyO 7O2 N m a .ZI A P � a o 4 0 N 111 O • P Rt Cl •V � A 1 �Q Z m < m Z m r1� A .. a ° ..1 °•1 41 00 O 1.7, 1.2" v Z I� N A O A \\\\\\\f•3CH4/�Q/i//i No.43409 Y pp $ PRODUCT: D«um•nt.Prepared Dr. /� t Q R ry PRASTPRO INC. Lyndon F. sehmidt �i homp, N FIBERGLASS DOOE P.E. No. 43409 '�// /Q�A` \\\ UI ju p Z _. �llfllll111t IJ" y O1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK pAR1 OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io U1 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK SIDELITE PANEL DETAILS p'0. Box 230, VaIrICO, FL 33595 b rn m NO DATE EIY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2012 R.W.BUILDING CONBULTANT9 INC. �� ............ 24.22"MAX. �� FRAME WIDTH 5/8"GLASS BITE 20.50"MAX. =�3 4 D.L.O.WIDTH A3 ST (DOW 995) _2!�r$j' Q-i n DCT. �. * � z' 7 rc:O� �� om ]"OVERALL GLASS THK. �\►'\ �^iz r m u ro ASS1.86 1.86' i ., t N z'-O 0.(190 SAFLD(®PV1/8'ANNEALED B ' II!�I Iti\\ o In,m i INTERLAYER v n•: 0 = 1/8"ANNEALED GLASS 'E Em z m e� _ � 5 AIR SPACE @-a a goo a = IXTEMPERED GLASS a Na mm a`. .9 0 �•) EXL FRAME INL FRAME e c z° d p ALUMINUMSPACER A3 A4 - o 40 NON STRUCTURAL SEALANT ; L 0 A4 #7-19 X 1.9/4°PPH SELF-DRILUNG SMS o `� M. ' m IGLAZING DETAIL G7 En o �a N vo ¢� o p� a� W2 l...... METABIE m o P. E s RY ) ;;MANUFACIURER.::.::M SIGN a01 ODL WE FRAME o ODL ±75 o 24"MAX. a a FRAME WIDTH RSL }60 m 20.75'MAX. E D.L.O.WIDTH q nv V EXT. N N O 1/T GLASS BITE z A5 ww o 1-1/4"OVERALL THK.GLASS STRUCTURAL SIUCINE(DOW 995) d m 1187 ANNEALED GLASS oti 4 = z 0.090"SAFLEX®PVB ki W 6 Q Q E < Q ) INTERLAYER 1.59" a a ts LL P' 1/B"ANNEALEDGLASS » _ AIR SPACE n 1/8"TEMPERED GLASS n n z 1/2"NON-GROOVE SWIGGLE A6 N z o w/DELCHEM#80 POLYSULFIDE A7 1 5" DATE:02116112 z 1/8"BACKFILL sc E: N.T.S. #10 X 1-3/4"PPH WOOD SCREW pyo gy; JK m EXi FRAME INT FRAME SCREW CAP S IM• G2 GIAANG DETAIL A6 A7 as er. LFS ; e (TYP) W'DRAWING NOa N s RSL LfiE FRAME FL-15210.6 N — 4 of 19 o a • R:\Olents\Plastpro,Inc PERMANENT\A-Florlda Product Appmvalffl.-15210 HVHZ Mangles-Impact Opaque and Glazed\C-Drawings\R-15210(2017)\FL-15210.1.6.dwg,5.6 Q G Z Ge O x O )C P W O O.N -O A \-�\ V W 'O fr o W v Cf W O O.N _ o O O rmrn O� O�W x O.In (JI G W v V W co W V A on `,tttlnlrrq� O W 0 7 N V N O A z _ ND.43409 * C PRODUCT: Doeumanta Prepared W. �� y` PRASTPRO INC. FlBERGIASSS DOGE Lyndon E. No F43409 1dt � o 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I+ o x N 1 319115 9 15 UPDATE TO 5TH ED. 2014 FBC JK ELEVATIONS P.O. Box 230, Valrico, FL 33595 N NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 ®201 2 R.W.BUILDING CDN'ULTAN"INC. E 1.Sidelite assembly screws located 6"from top and ``�O� `1,* , �� B bottom then 5 more equally spaced(7 total). Sl V r. C 2 Spacing for item L:3"from each end z d and @ center Gne(3 total). _°� A ° 0.15'C-SINK v ° v ° V° m n o rat m i U eq Ci oz E ID 4 L za \\� S ug 9 °=w <� 7 L V m 14 D111'mdaE INTERIOR B G ° . S.:2 1 s S C a 40 1 2 z SEE NOTE 2 L z o z 11 EXTERIOR h _ z`n ZQ ¢� a z -0 EXTERIOR INTERIOR h 50 in ovwi D INTERIOR EXTERIOR o W o0 1-1/4-MIN. '�'� u EMB.(TYP.) 9 40 5 VERTICAL CROSS SECTION �� _ 6 6 VERTIOutswiCAL shown(Inswing similar) _VERTICAL CROSS SECTION a� a chi 1 HORIZONTAL CROSS SECTION 56 6 Outswing shown(Inswing similar) o o 6 Outswing shown-Inswing also approved 1-1/4"MIN. a EXTERIOR 40 55 27 40 2 1 EMB.(TYP.) g INTERIOR E L 11 9 INTERIOR F 50 p SEE NOTE 1 L 8' D N N a n N o L -o n �j 00 k'k' 7 o as o 11 EXTERIOR R EXTERIOR P o ' _ 60 SEE NOTE 1 N o � 0.15"C-SINK v n z 3 HORIZONTAL CROSS SECTION (Typ) N—$ 6 Outswing shown-Inswing also approved L OTE 02 16 12 = L 1 2 L sauc. N.T.S. C Owc.BY: JK m s 2 HORIZONTAL CROSS SECTION B IsHE.Er c er LFS 3 6 Outswlnq shown-Inswing also approved E awuao HO- rc s Shown with 1X reinforcement 4 HORIZONTAL CROSS SECTION FL-15210.6 N g Outswing shown(Iruwing s'unilar) ° 6 OF 19 N i • R:\Olents\Plastpm,Inc PERMANENT\A-Florida Product Appmvals\FL-15210 HVHZ fiberglass-Impact Opaque and Glazed\C-Drawirgs\FL-15210(2017)\FL-15210.1-6.dwg,7.6 S m N 1 Z to O G a O N d. ❑ V m ((D a =ma Ln 3 Q N ..��0 0 F> n W'Np ISS I �•£ m ar07 ❑— ❑ ❑" '� =6a CD PC O P CL o S2 (A A VCL C ❑ p N o n ❑ > C a z 0 m'I A = A 0 0 0 V N H C 0-�OQ r O �X a ��rr11 S�A In A.; v 2 m m m Z D m Q V W po A r o 0- 0- 0 0-0 Q tJ ii, a —Cpr t0 3 n fO m z m A 0 0 22 °p N op N n n 1-1/4"MIN. EMB.(TYP.) 1-1/4°MIN. EMB.(TYP.) ```ttt7111alll/j� F,9CH114 No.43409 Iro t3^� PRODUCT-. Documents Pmpamd By.-' V _ fdtndon FPRGASSFIBIINC. PE. No. NA�t'`G`���` 111111 dNO 7 24 17UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 3 9 15 UPDATE TO 5TH ED. 2014 FBCJP.O. B0Valrico, FL 33595 DATE BY HORIZONTAL & VERTICAL YYVYYv phone No.: 873.659.8197 REVISIONS CROSS SECTIONS (1X BUCK) FBPE CA No. 9813 0 2C15 R.W.BUILDING CONSUL—NTG INC. R:\Olents\Plastpr0,Inc PERMANENTy1-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impart Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,6.6 3 v M N Z o re N Co 3 O� d O O O A ( N N m Q �a�0 �A 3 �z r-o 300 go ; m N 0 a CA 3 N OL o p o 3 Z ^� 0 o A mFL O O N O O OD N p T O N m O 0 m s�0 o '- �0 �A do y z Z T v T M M rn OD A O M m W � v° ODA p 0s T c s o!1 moa ° goy °. ::rrt I, _ N O 70 ° O N p v Z d. M O _ Iz N ° N ° 1-114' MIN. EMB. MN. 1-I/4"MIN. EMB.ITYP.) `'1111111 r ppb No.43409 :*� $y Q PRODUCT: Oaa—te Prepared By:- �y INC. Lyndon F. Schmidt ��i�• �ORIOF•.••' ��� PRAMPRO INC o P.E. No. X3409 is•.........,p 10DN FIBERGLASS DOOE iq�ONAL1'�� 0 `' y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: CROSS (,� BUILDING CONSULTANTS, INC. Io in 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK r/L� P.O. Box 230, VoIrico, FL 33595 ° of N NO DATE BY SECTIONSAtDIRECVT�TO MASONRY) vY Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 ®2016 R.W.BUILDING CONSULTANTS INC. MAX. 1S" d 1.25' `� 7 MAX. �� 2 MAX. �Z:�$'• � pa_dM E MIN. E _w I`MIN. E u MIN. SVS. y� <,°a�ro aD z ogogo o `. 11 NZ `+ `. 1... i V ti., .... 111 1 1� p ". .. a x z T C � o ocw 40 40 D 50 ~D `1 Q� a f0� mm a a 9 L Z �d c SEE NOTE 2 E a° Lj EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 3d ' 2 4 VERTICAL CROSS SECTION8¢ Shown Direct to Mason N g ry 5 VERTICAL CROSS SECTION r�VERTICAL CROSS SECTION o a� Outswnganyw/49/I6'Jamb 9 Shown Direct to Masonry y Shown Direct to Masonry zo jp Double Door Only(N/A w/Sideges) Outswing only w/6-9/16'jamb Outswing only w/6-9/16'Jamb 1' o rn dl l- 3 ah j U o Note, m �� L Sldefde assembly screws located 6"from top and bottom w � o 6 then 5 more equaly spaced(7 total). 2.Spacing for item L"3"from each end and®center line(3 total). I o =2 U W a h C t� 4,z �� qEn z! nv gN INTERIOR _ N N 40 u p �'' INTf3210R :'� Pu w O 0 00 o :'s INTERIOR hi:' ° c9 �� m N '° 40 50 M `( $ M 11 n. Q N j Z 1-1/4"MIN. n a m w z� EMB.(TYP.) N°' � E o , EXTERIOR 'm b ° z E 1-1/4"MIN. EXTERIOR EXTERIOR L E EMB.(TYP•) SEE NOTE 1 1-1/4"MIN. -TE.-02116112 i a EMB.(TYP.) scut: N.T.S. ° 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 30 HORIZONTAL CROSS SECTION DWr,BY: JK m s" 9 Shown Direct to Masonry 9 Shown Direct to Masonry CHV sn LFS 3 q Shown Direct to Masonry Outswin only w/6 9/16"amb Outswing ony w/6 9/16'Jamb a Outswing only w/49/16'jamb g y 1 ow,wxo NO.: N Double Door Only(N/A w/Sidefrtes) FL-15210.6 a nN sHEEr 9 of 19 p ' R:\Clentskftstpro,Inc PERMANB RA-Florida Product Approvais\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\R-15210.1-6.dwg,10.6 itr v o 79 � z m M v M M a! �O A g 0 CD A O C� 0 a Nn �n a - n H Q O A A y rt7 T A Z e wV O A O o.rn Z y w a�'O rlT A Q+ O o n 1-1/4'MIN. 3C4 w EMB. P. M �4 � n 0 -^� w m �mmCD > > 3 `o CL 1-1/4'MIN. EMB.(TYP.) rn W o m \A v 8n . .: H om a� g 0 z M i13 EMB.(TYP.) rn O O w v Ja O N mA O en m A O A 07CT0n N M1 m n P13 .. O ° 70 . ' O T N rN71 ,O! Q O M Q Z WC d z w c m A V. Wlu O W •, , cn 1-1/4"MIN, A o. M EMB.(TYP.) A EMB.(TYP.) v•N1 •.r o. 9z 4 PRODUCT: Document.Pn9pardd 9y:��.t� PRASTPRO INC. Lyndon F. Schmidt ��i�`-•••'' �0�'•_��p to Z N FIBERGLASS DOOE P.E. No. 43409 SS�O�AL7` �� ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. II� O x Sn 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK VERTICAL CROSS SECTIONS P.O. Box 230, Valrico, FL 33595 to or i� NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 02012 R.W.BUILDING CGNSUI_TANTS INC. • R:\Olems\Plastpro,Inc PERMANENT\A-Florida product Approvals\FL-15210 HVHZ RbergIm-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,11.6 Z C > OVERALL HEIGHT D M HANDLE HEIGHT v z ;. °Q• � v o C M G) H 10.04" r�T 3 b N Y � Odd OX O a 4.63° N O r`3.63' 0.11' o OQo $° �04o �s N N(r� O D � n 0 = 3 m Co W r 0 f'`--rl ® y T s RI 6-3N N T •n W T 41.T' G^�„ No.43409 PRODUCT. Documento Pnpor•d Sr. �� R FIBERGLASS DOOE FIX. NoF434091dt �i� ���p`����� I� ..........' (n o Z 111/111111tt� ,or .N." r- ` y p/ 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PARI OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io x v) 1 3 9 15 UPDATE TO 5TH E0. 2014 FBC JK 3-POINT LOCK DETAILS �U(P.O. Box 230, Valrieo, FL 33595 � N NO DATE BY Phone No.: 813.859.9197 REVISION FBPE CA. No. 9813 ®2012 R.W.BUILDING CONBULTANT9 INC. R:\Ments\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,12.6 m O A D Fn OZ x C 3 o B B 0 d D D N � 0 V D ,(7 a n rn O 24.25" 23.0' 15.0" ...// 0. PRODUCT: Document.Prepannd By: II F FIBERGLASSRDOGE Lyndon P.E No.F434091dt 1 -.......... Iti ro 0 R ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (,jJQ BUILDING CONSULTANTS, INC. o 7r; V1 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK I3—POINT LOCK DETAILS YY P.O. Box 230, Valrico, FL 33595� m N NO DATE BY Phone No.: 813.859.9197 REVISIONS FSPE C.A. No. 9813 20[2 R.W.BIIILDIND CON9DLTANTe INC. 4-9116-JAMBP DIRE TTOMASONRY JAMB(TYP.) SEE HINGE \(SEE 4" EET 3" P p) 3• DETAIL(TYP.) -i-,�O: �•... U2� to to �P.) (TYP.) T' (NP.) Z 11yO i um a s m ice'"I ll111 11111\\`tom\ i 'm o D !✓ a L 2X BUCK SEE DETAIL 2 to o_ v PO).;z TYP.HEAD o� — — (` v o x z d MASONRY &JAMBS " MASONRY G 1X BUCK \ e E m Z,o OPENING OPENING DIRECT TO es �f e yg 9 d t a — MASONRY 49/16"JAMB M — ` 9 d FRAME TYP.HEAD o`z 2X BUCK &JAMBS 6-911 6"JAMB N DIRECT TO M B c of `o V — MASONRY S c �O 2X BUCK DIRECT TO 5 1X BUCK H rn I MASONRY X a - 9 Z — — $I L JAMB HfffP9) — U 2X BUCK L woul x � zo 6:6' J x 6 SEE DETAIL 1 crib < U m0 Y BUCKANCHORING ASTRAGALSTRIKEJAMB FRAMEANCHORING HINGEJAMB HINGE DETAIL of F =m XX InyMng DIRECT TO a < o MASONRY M Y Y} E 28 1XBUCK H y "m F 2X BUCK L m` 0 N N 27 11 W W o .moi to W h LL DIRECT TO o o o CONCREM ANCHOR NOTES: LATCH dDEAD BOLT DETAIL M MASONRY HINGE DETAIL ww a 1.Concrete anchor locations off tamers may be dusted to maintain the min. a edge distance to mortarjoinfs. H 1X BUCK Outswing j j d 2 Concrete anchor locations 'MAX.noted as ON CENTW must be adjusted to $ maintain the min.edge distance to mortar joints,addiBonal concrete anchors L 2X BUCK n h F may be requked to ensure the MAX ON CENTER-dunensron are not exceeded. \ w z 3 Concrete anchor table z 32 Nqo ANCN.OR ANCHOR _...MI! -.NIIN CLEAItANCF .MIN.CIEARANCIS: ^n EM9EDMENT.,.,TOJNASQNRY TO ADlACENf a ° o .TYPE SIj6 ..FOGS l ...iANCNOR. Z o zITW 2" O DATE.-02/16/12 z • " scALe N.T.S. ° ELCO 1/4• 1.1/4" 1• 4 DWrl BY: JK 'm ULTRACON® AS SHOWN 1-1/4' 1.1/7' DETAIL 1 DETAIL2 DETAIL 1 CHK BY: LFS 3 a raacoN Astragal throw bolts Attach astragal throw bolt As tcgol throw bolts D uwNc No.: rc WOOD SCREW INSTAuanON NOTES: at the threshold strike plate to frame at the threshold N " 1.Mafntoln o minimum 5/8"edge distance,)'end distance,d 1"o.c.spacing or (Outswing) as shown (Inswing) FL wood — o h wood screws to prevent the splitting of wood. SHED 13 or 19 N G f ac ............. QAC, MULLION 7. 4"(TYP.) 4" 1 7'(TYP.) Z.X: J t)" 4�ITYP.) P.) (Typ.) gyp.) 3" gi 4( • 1,1 E 2 r! zo 4'JTYP.) 91 VyP.) S,tryp.) gyp.) 3"(TYP.) (TYP.) q 00 If -4 F. 21, a Z* 0 N SEE DETAIL 2 0 x ZO z Mo MASONRY 'M L 'a P OPENING TYP.HEAP 5 6 2 a. &JAMBS L 2XBUCK Typ. SEE HINGE M a:(L I It"I'lls. MULLION DETAIL(TYP.) - 2X BUCK-\ G I X BUCK 6 9116 E DIRECT TO JAMB Li 1 '06: D MASONRY ) DIRECT TO TYP.HEAD MASONRY as tO &J -0 (SEE SHEET 9J -0 C3 C5 C3 &JAMBS SIL JAMB pp.) 5 I it LU I k-L SEE DETAIL I o BUCKANCHORING GALSTRiKEJAMB FRAME ANCHORING OXXO OXXO a_ 0 72 72 L OM 9 28 HINGEJAMB na 27 L z 22 ic-it- LATCH&DEAD BOLT DETAIL HINGE DETAIL HINGE DETAIL 010 Inswing Outswing Do DIRECT TO I. PQNCR OR NOTES: M MASONRY ConaetnA n�� r locations at the cornea may be adjusted to maintain the min. edge distance to mortorldnis. H I X BUCK 2i 2.Concrete onchorlocations noted as 74AK ON CEWEIrmust be adjusted to is maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the 7AAX ON C15WEIr crimension are not exceeded. L 2X BUCK z 3.Concreteonchor table: w O1 i q0ti. ....... .. ......... NT TYPE 10 fMBEDMENi, �NCHORR`*F 0 . .......... 1Z 2 I X X IEC 0 Inswing To MASONRY LICK ITW LICK DATE.0 20 TAPCONO 1/117 1-1/lr 2116112 fd ELCO — 0 N.T.S. 9! ULTRACON6 • • 4" = • cwt BP LFS EF I TAZahl' 3116 1-1/4 1 DETAIL I DETAIL I DETAIL 2 Ir C WOOD SCkEW INSTALLAWN NOTES: A*Iltpl throw bolts Astragal throw bolts Attach astragal throw bolt DRWW(;NO-- at 1.Maintain a rrdnkwm 5/8•edge distance,l"end distance. 1"o.c.spacing of threshold at the threshold s�tnke plate to kfrome FL-15210.6 0. ig wood screws to prevent the spUfflog of wood. (Inswing) (Outswing) -h - — I %W 14 OF 9 6 1 R:\Oients\Plastpm,Inc PERNANENM-Florida Product Approvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Drawings\R.-15210(2017)\EL-15210.1-6.dxg,15.6 V 288° D3 N ro a 0 w r ti o � 0 0.573' Q; n °z n � N T L b A A o m t y A 1 O --{�0.050' 0 V °3 �O.J1e N V g g9 D� O go 3 01 Li I �? o sctfU /}r No.43409 61 5 PRODUCT: Document.Prepared By: i i PRASfPRO INC, Lyndon F. Schmidt �i�.••• !��''�-"Ar-1 FIBERGLASS DOOE P.E. No. 43409 ��O�i��S�OlyAlt�; N r— y 2 7 24 17 UPDATE TO 0TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. T 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, Valrlco, FL 33595 I° N NO DATE BASTRAGAL D17AILS Y Phone No.: 813.859.9197 REVIS ONS FSPE C.A. No. 9813 ® 2012 R.W.BUILDING DDNSIILTANTS INC. ' R:\Olents\Plastpm,Inc PERMANENT\A-Ronda Product Approvals\FL-15210 HVHZ Rberglass-impact Opaque and Glamd\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,16.6 CO D-D TOP— C 2 a 2.75' y m W � N 3 C A 3 c - o Io o 07 3 0 cr Cbc C co O_ < N c a CO O G) r —D C 0.51" ^ 30 < O r S Z o A c x O reit N cq V N y V M y O 0 O V --{ 5/16"0 BOTTOM ``�\tHtllupfTf� sCHMi y$ '2 PRODUCT: Documerde Prepared PRASTPRO INC. Lyndon F. Schmidt I N FIBERGLASS 000E P.E. No. 43409 /pjygL \�� i lar cn � 2\ ffffflllll\t1� qr N" y 2 7 24 17 UPDATE TO 6T11 ED. 2017 FBC JKPARI OR ASSEMBLY: BUILDING CONSULTANTS, INC. lO fN\ 7 3 9 15 UPDATE TO 5TH ED. 2014 FSC JK ASTRAGAL DETAILS ��P.O. Box 230, Valrico, FL 33585 ra rn N NO DATE BY Phone No.: 813.859.9197 , REVISIONS FBPE C.A. No. 9813 2D12 R.W.9llILDINa CONnLILTANTB INC. r R:\OientA\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Gla:ed\C-Drawings\R--15210(2017)\FL-ISZ10.1-6.dwg,17.6 O �3 TOP �Z a 3 A-A 0. W N C L y a r— 0 V P0 V y W N to m O v m y^ m 0 O O 'a x PC a C II V s 0 0.327 �' W 33E )-T c ga 3 � e{ ^ U �z z o ° m m K O o Z v o rVrn y � to 34 b O � 0.50" >A I C -T f3 �3 4 BOTTOM ' No.43409 �J Q PRODUCT: Doaumerltn Prepared %r PRASTPRO INC. Lyndon F. Schmidt �.'F •�`ZOf ��•''1p FIBERGLASS DOOE P.E. No. 43409 Iv N? Z R y �2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANT'S, INC. Io ;n _ 1 3 9 15 UPDATE 70 5TH ED. 2014 FBC JKDETAILS �� P.O. Box 230, VDlrleo, FL 33593 to m IJ NO ASTRAGAL DATE BY VY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BNI-DING CDNBULTANTB INC. , l R:\Olents\%astpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVH2 Aberglass-Impact Opaque and Glazed\C-DmwingffL-15210(2017)\R-15210.Ifi.dwg,18.6 1.4" 1.25 N o� p O� 02 0 A T A 02 A A�A P T O x x x E 6 6 6 -�{ .25' 1.S �H 2H g0 00 Cn ua.G 3 1.25 N � P A 0.6S $ r a A Co L V Co N A 0.15 F� `x.75 2z 0.75 x m 6 N� N N � 0.07' T 0.937, 0 125' FF 0.28" 3 � ;g6 �� _ No.43409 •.*% PRODUCT: Documents Prepared By: N FIBERGLASS LASPRASTPRS DOGE P E No.P43409 tdt ,-' 'O� •••....... I0a 0 o Z y D1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (�Q BUILDING CONSULTANTS, INC. Io x fn 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rJ L�/��P.O. Box 230, Valtico• FL 33595 � N NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS f�PE C.A. No. 9813 02012 R.W.BOILDINC CONSULTANTS INC. BILL OF MATERIALS 66 CONCEALED STIFFENER ALUM �.�,� ;.•"" 0��� n ►ren r DESCRIPTION MATERIAL 67 SLIDE BOLT ROD ALUM V: '� U) 70 ASTRAGAL BY ENDURA ALUM 0'`�' of =d A 1 X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 71 BOLT RETAINER(9-3/4") ALUM =v WOOD N: d 73 SLIDE BOLT ROD STEEL Z �V�O 6^m, C 1/4"MAX.SHIM SPACE :�v�. , : L D I/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ASTRAGAL BY COLUMBIA ALUM %�''•.. ... �.�� o m mm 81 FLUSHBOLT RETAINER ALUM E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 82 FLUSHBOLT RETAINER ALUM �/��� ���� Z o co o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $N..z F #8 X 1-1/7'PFH WOOD SCREW STEEL 83 FLUSHBOLT ROD STEEL 9 i o 0 u G IX X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 88 2X REINFORCEMENT SG>=0.55 WOOD E ll� xm m m H 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL \ pn a a g 9 o t a v maa(° 4 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL LL 6 K #9 X 2-1/2"PPH WOOD SCREW STEEL E' o Z 6 L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL S JTa M 3116'X 2-1/4"ffW CONCRETE SCREW STEEL N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL cio 5 2 FINGER JOINTED PINE FRAME WOOD ?o 7 WEATHERSTRIP FOAM o� 3 8 DOOR BOTTOM SWEEP VINYL 9 4"X 4"BUTT HINGE STEEL o � w 11 #9 X 3/4"PFH WOOD SCREW STEEL a� m 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL �I o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL "00 E 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD �a g 32 OUTSWING THRESHOLD ALUM/WOOD N N m 33 OUTSWING THRESHOLD ALUM/COMP o 34 OUTSWING THRESHOLD ALUM/WOOD m 35 OUTSWING SIDELITE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP o 0 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 39 INSWING SIDELITE ADAPTER VINYL DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR = m 40 CONSTRUCTION DETAILS z 50 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS z N^Z U 55 #10 X 1-1/7'PFH SCREW STEEL o�TE 02 16 12 : 57 BACKING PLATE STEEL - 58 #8 X 2"PFH WS STEEL N.T.S. 9 60 MULTIPOINT STRIKE PLATE STEEL DM.m-. JK m $ 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL cw.BY. s" 65 DLP ASTRAGAL ALUM DN FL 15* �FL-15210.6 n 0 n SH¢T 19 OF 19 6 Florida Building Code Online II BCIS Home , Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS Site Map Unks I Search a aP'a`Product Approval !USER:Public User Florid '. 1f s r _ Product Approval Menu>Application Detail FL# FL15210-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation e m a Florida Registered Architect or a Licensed Florida Professional Engineer El 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 12/31/2018 Validated By Ryan J. King, P.E. a " ❑� Validation Ch ec t dco t ' Certificate of Independence FL15210 R6 C Referenced Standard and Year(of Standard) Standard ASTM D1929 ;5,; 6• ASTM D2843 1 99 https://floridabuilding.orgtpr/pr_app_dU.aspx?param=wGEVXQwtDgv3yV V KJZ IQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (g)quivalency of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 5urrina of Proifucts - - FL'-#, Model;Number or Name Description,, 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/outswing(X-Configuration) i Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.1.12df 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 15210.1 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.1.ndf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.2 IT Smooth/Wood Grain/Whlte Wood 6'8"Impact"Opaque Fiberglass Single boor with Sidelite or. Grain/Rustic/Mahogany'Series O Sidelites-Inswing/outswing-(OX or XO; OXO-Configurations) FiberglassDoor Limits of Use, Installation Instructions Approved for ase in HVHZ:Yes FL:f 210 R6 II (b)Inst'15210:Z pdf Approved for use,,outside HVHZ:Yes Verified By:Lyndon F: Schmidt, P.E.43409 Impact Resistant,Yes Created by Indepe idenYThird.'Party:Yes Design,Pressure: N/A Evaluation Reports Other:See INST 15210.2 for D-esign°;Pressure Ratings';,'any FL15210R66 AE (b) Eval,15210.2-paf additional use limitations,installation instructions and,product Created by Independent Third Party:Yes' particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b) Inst 15210.3.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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eva[ 15210.3.pdf additional use limitations installation instructions androduct Created b Independent Third Party: Yes P Y P particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing _ Grain/Rustic/Mahogany Series"0 (X,-Configuration) Fiberglass"`Door - httpsJ/floridabuilding.orgtpr/pr_app_tl.aspx7param=vGEVXQwtDgv3yWK]ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoFUdA°/a3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online r Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.4.12df 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 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.4.E additional use limitations,"installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 68 "Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (j)Inst 15210.S.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 15210.5 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 1S210.5.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ih.. 15210.6 f. Smooth/Wood Grain/White'Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl R6 II (b) Inst 15210.6.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 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b) Eva[ 15210.6.[2df additional use limitations, installation instructions and,product Created.by IndependentThird Party:Yes. particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.7.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 15210.7 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.7.E additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FLIS210 R6 II (b) Inst 15210.8.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 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.8. dmf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9.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 15210.9 for Design Pressure Ratings,any FLIS210 R6 AE (h) Eval 15210.9.pddf_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door https:/Ifloridabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2feMd8xBvDdrXKxpoHldA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL15210 R6 II (b) Inst 15210.10.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'15210.10 for Design'Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.10.12df additional use limitations, installation Instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.11.E 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 15210.11 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact",Opaque Fiberglass Double boor with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes _ FL15210 R6 II (b)Inst 15210.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created.by Independent Third Party:Yes Design Pressure: N/AEvaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, any FL15210 R6 AE (b)'Eval 15210.12:pdf additional use limitations, installation instructions and,product Created by Independent Third Party:Yes particulars. 15210.13 m. Smooth Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.13.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 15210.13 for Design Pressure Ratings,any FLI5210 R6 AE (b) Eval 15210.13.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel Outswing (XX-Configuration) Fiberglass Door " Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.14.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 15210.14 for Design Pressure Ratings, any FL15210 R6 AE (b) Eva[ 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. _ 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTr" an operational window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.15.pddf_ 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 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.pddf_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. MG MM 0 https:Hfloridabuilding.org/pr/pr app_dtl.aspx7param=vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/4/201811:40:49AM] Florida Building Code Online Contact Us•;2601 Blair Stone Road Tallahassee FL 3 399 phos 8S0 487 18 4 The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida ^Privacy Statement•:Arces=_ibility Statement Lfiefund 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 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 dices, Product Approval Accepts: Credit Card Safe ; https•Jlforidabuilding.org/prlpr app d.aspx?param--vGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA`/`3d`/3d(1/4/2018 11:40:49 AM) R W R W Building, Consultants, Inc. BConsulting7and-Engineering_Services for the Building Industry CP.O.Box 230 Valrico;FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 -ProductDialuatiottRepoill Repoi-t No.: FL-15210.1' Date: At ust 10,2017 Product Category Sub>Catego.ry Manufacturer roduct ame Plastpro,Inc. Smooth I Wood Grain/White'Wood Grain Exterior Swinging 5200 W:;Century Blvd. Rustic I Mahogany Doors Exterior Door Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone,440.969.9773 Inswing/Outswing "Impact" Scope: Prod.uctcEvaluation reportissued by R W1 Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID,91998)for Plastpro Inc.,base'd'orr,Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,.Department of Business-,&.ProfessionaLRegu[atIion. RW Building Consultants;and:Lyndon;F.5c4rnidt,RE..d.o not have norwill acquire financial interest in the company manufacturing or distributing the product or in any other entity involvedin the approval:process of the product named e_rein.. Limitations: 1: This product has"beeh.evaluated and is in compliance with the6th Edition(2017)'Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors-,shallbeaslisted: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 ofthe"HVHZ"requiring wind borridAebris.•protectionthis product complies with:FBCSections 1609:1.2.& R301.2.1.2 and does.notrequire an impact resistanf..covering.This product meets missile level"D"and includes Wind-Zone 4.as defined in ASTM E.1996:and FBC Sections 1609.1.2:2&.R301.2.1,2.1. 5: For2x 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-152:1.0.1 require further engineering analysis by a licensed engineer or registered architect: 7:,Outswing configurations meet Water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be'installed only in non-habitabfe areas or at habitable locations protected Eby an overhang or canopy such that the angle between the edge ofcanopyor overhang to sill is less than 45.degrees. 8. See drawin FL715210.1 for size and design pressure limitations. Su_pporGng acumen •,t 1. Test Re0ort NO., TestStandard Testing Laboratory Signed-by TEL 0139036$ TAS 201=94,202-94&.TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon-F.Schmidt,P.E. TEL 0139:1846 TAS 201_94,:202-94&.TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC05'-255-16776:0` ASTM 13:635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM!G'26;95 ETC-QP-255-17412:0 ASTM.E84-05 ETC Laboratories Joseph.L.Dolda,n;P.E. ETC 07=209:-19303- ASTM 0;635=98,•638-Q3,1929-96&2843=99 ETC Laboratories Ben Meunier 2: 'Drawing No. Prepared by Signed-&Sealed by ,No.FL-15210`1 RW'Building Consultants,Inc..(CA#9813) Lyndon,F.Schmidt;P.E. 3. Calculations Prepared by Signed,&Sealed by Anchoring RW10411ding:Consultants;Inc.(CA#981.3), Lyndon F;Schmidt,P.E. 4. Quant%Assurance Q`��ddt{tl9Al88g�gB�O Certificate of Participation_issued by National Accreditation and Management d0 s1✓H�j ®® Institute,certifyingahat Plastpro,Inc.is manufacturing products within a quality o� �.• "'"°•• 'o assurance.program that compltes,with ISO/I,EC 17020 and Guide 53: ®� \.`.�,tC'E Sr•°�� ��A�s 0 No 43409 e •- d � � v s STAT E OF LUa, oo;�fi"•.�� \p�"m bmo Lyndon F.:Schmidt,P.E. • � �,o FL PE No.43409 N 8!31/2017 Sheet 1 of 1 ���BdSA �asttab0 .off, p lastpro �1A. 1 _. 8 a=ti J 5200 W. CENTURY BLVD. �� � Z *o ��o; LOS ANGELES, CA 90045 -%� _>°m Smooth / Wood Grain / White Wood Grain 7.51Y'MAx.OVERALL *p" o°m Z FRAME WIDTH Rustic /Mahogany /tom "� 9 °Z ,1' �y n..0� m o o- Series O Fiberglass Door a m o a INSWING/OUTSWING °Z S '1a ,IMPACT, zC) GENERAL NOTES z 3 o J 1. This product has been evaluated and a in compliance with the 6th Edition(2017)Florida Building z zo zw O Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 0 2. Product anchors shall be as fisted ands aced as shown on details.Anchor embedment to base P � material shall be beyond wall dressing or stucco. _ _ am o 3. When used in the"HVHZ"this product compfes with Section 1626 of the Florida Building Code and X of E w c does not require an impact resistant covering. a Qa a 4. When used in areas outside of the"HVHT'requidng wind bome debris protection,this product r x r complies with FBC Sections 1609.1.2&R301.212 and does not require an Impact resistant covering. O m E This product meets missile level"D"and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC m actions 1609.1 2& 3012. 2.1. °D q CO n v - 5. For2x stud construction,anchoring of4hese units shall be the same as that shown for2x buck masonry N R construction. p Z W W O 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a u' licensed engineer or registered architect. m e7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do g not meet the water infiltration requirements forthe"HVHr and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle:between 7 the edge of canopy or overhang to sill Is less than 45 degrees. 2 z m z TABLE OF CONTENTS M o z SHEET# DESCRIPTION SHEEF# DESCRIPTION 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE IPSP) z 2 Door Panel Details 6 3-point lock details CONFIGURATfON FRAME mh 02 t fi 12 zo F. 3 Horizontal&Vertical Cross Sections.2X Buck 9 3 point lock details DIME Sl N': P_bSl(1/E NEGa9E sruc N:T.S: 4 Horizontal&Vertical Cross Sections(1X Buck). 10 Buck and frame anchoringowc art JK' m 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82.0" +75.0 -75.0 cwt er: LFS 3 6 Vertical Cross Sections hresholds): 12 .811 of materials oruwwc No.: See sheets 2 for hardware design pressure.limitations FL-15210.1 " 0 seEr 1 --L2- - a it 0.7' 2Z.F `� �' m EXTERIOR g• •�. n 0.4'--^ 04' al J.ci ro �' :• ;.w' •e..•. • ���/ 111\\\ aMm2 ^ UN•: ` v Z ZU INFERIOR VTOP RAIL \ V $r 0 ma°c w CAP(PVC) HINGE STILE(LVL] LATCH STILE(LVL) CAP(PVC) (COMP.) V rj*za N n S�t 2 r 0 IL v i LL O 1 HORIZONTAL CROSS SECT7ON :. E o z 2 3 � N ` o 27a 35.75"MAX OA. o WIDTH �' z$ 0 p v D] o ••v•. � �i a- • O m Y ... v = HARDWARETABIE ° 2 m J INTERIOR EXTERIOR Y Y} o o MAX DEIGN m MANUFACTURER MODEL o p � -- ...... PRESSURE:._ ea E m � 00 KNOB SIGNATURE SERIES ±7S FOAM CORE " = it DEADBOLT: SIGNATURE SERIES 980 (POLYURETHANE- eO KNOB: -rSERIES(F51) 1.9 PCF MIN.) NN S SCHLAGE ±75 a DEADBOLT: V SERIES(860/62) (n X -1 o = in SEE HARDWARE TABLE LEVER B E rn PAMIX75 °,DEADBOLT: FD7 SERIES ± :'° ap HOPPE MULTIPOINT LOCK: HLS9D00 3-POINT TONGUE ±50 FIBERGLASS SKIN °••. a< $ SEE HARDWARE TABLE (0.125'MIN.THK.) •R ENDURA MULTIPOINT TOTRILENNIUM 3000(3•PT) }75 __ _ CK: See sheets 5 and 6 for multipoint lock details. zy n � BOTTOM RAIL = ' o g (COMP.) rz DATE 02/16/12 i Z D nuE N.T.S. DOOR PANEL DWD.ac JK m s" fiberglass _ 2_ VER17CAL CROSS SEC17ON CHK BY. LFS Ix 2 WAWMD Wa N s FL-15210.1 0 ;;MT 2 OF 12 D R:\(3ients\Plastpro,Inc PERMANENT)A-Rodda Product Approvals\FL-15210 HVH2 Rberglass-Impact Opaque and Glued\C-Dravdrgs\FL-15210(2017)\FL-15210.1-6.dwg,3.1 A . z m s' O O e N � 2 r r �n n 0 0 H V W V4 4n 3 m .e s ..Z o 4 p N Z W W N T {P W 0 n W fT1 m a A V A V N I n N A N W N pS.A A V 20 V to 3 —Zy C13 0 r� V O" �n N J� N m C) 07 7 Z M w W W 5 v I7O O C O < c�7TQ o mn s n n O �Z M b o O.1S'C-SINK n r ``����t�•S�HI�J/O�4,i 1-1/4"MIN. No.43409 EMB.(TYP.) $y 4 Q PRODUCT: Doeum.rw Prepared By: ; R PLASTPRO INC. Lyndon F. Schmidt ��i�S•'•. �4.. `���� I N FIBERGLASS DOOR P.E. No. 43409 ti�S/QfVlAl.ttt���� 0 o N`' y 2 7 24 17 UPDATE TO 6TH ED. 2017 F13C JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. p c- in 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230• VGlrico, FL 33595 NO DATE BY HORIZONTAL & VERTICAL Xyr�/�/phone No.: 813.859.8197 REVISIONS CROSS SECTIONS (2X BUCK) FBPE CA No. 9813 0 2101 6 R.W.BUILDING CON6ULTANT6 INC. RAClents\Plastpm,Inc PERMANEWRA-Ronda Product Appmvals\R.-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-Dmvdngs\R-15210(2017)\R.-15210.1-&dwg,4.1 M A d° d a a Os2 � 0 to�_O vz pX� se. y V 3 � a 3 O Z I0 0 A N COO N H N r8 f 0 V p!(i ^ � W. 0 �ry mg c 0 7yn ?.may �Z �. to m s_ M A p g a A W vo O-, O ER A T s Z A ov N null�4 EMB.{TYP.� No.43409 S,G�!�lty� yt i 7t Q PRODUCT: Documents Properad BY: o n PULSiPRO INC. Lyndon F. Schmidt FIBERGLASS DOOR P.E. No. 43409 D 11/!11111\\! rNO.. UPDAIE iD 6TH ED. 2017 FBC JKPART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rP.O. Box 230, Valrlco, FL 33595 DATE BY CROS IZONTAL & (ViRTICAL ) Phone No.: 813.859.9197 REVISIONS FSPE CA No. 9813 0 201 6 R.W.BUILDING CGNGULT 8 INC. R:\OlentAPlastpro,Inc PERMANENT\A-Florida Product Approvals\F1-15210 HVHZ Rberglas-Impact Opaque and Glazed\C-Drawings\R-15210(Z017)\R.-15210.1-6.dwg,5.1 O M Cn e a a, o y N d 0o �n 00 M N V 0 � 2 I� I� O N N O 0-8 y�o O a 0 o�a rn J V oA my 3 0 0• ° m v M M r7 � g N W O A vo O�m go r v 0 a 0 3 o Z M I� N EM84P. ' N43 Q PRODUCT: Dxumonta P e d 9y � +�' * P o PUISTPRO INC. Lyndon F. Sehmldt �.�• I(r 1 z N FIBERGLASS DOOR P.E. No. 43409 ,j�7 ? _. //llllllllt�� ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io x fO 1 3 9 15 UPDATE 70 5TH ED. 2014 FBC JK ��r N HORIZON7A dt VERTICAL CROSS VY P.O. Box 230, Valrtoo, FL 33595 n1 NO DATE BY SECTIONS tDIRECT 70 MASONRY) Phone No.: 813.659.9197 REVISIONS FBPE CJL INC. 9813 ®2016 R.W.BUILOINO CONBULTANTe INC. R:\Gents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,6.1 M rn 7D O T O Y =n �o H v O N O e C3 m O N �a v m W M P N 4 N ° �a D� n on � In m N N n� —T a a ° O Z Z tV Q th .p A M 1-1/4"MIN. <p. EMs.(TYP.) P W O�tttt o rare m A�A 0 o to Ino o do �y e O Z n 00 n A aWca a a F1SCHa V•.•'�yeEHeF•.7 �� j. No.43409 r vy `, PRODUCT: Document.Prepared W. r� o PLASTPRO INC. P.E.on No. 43409 Schmidt �ii�l •''• �0�• `��` I°I N FlBERGLASS DOOR N�' t— y pl 2 7 24.17 UPDATE TO 8TH ED. 2017 FEC JK PART OR ASSEMBLY- BUILDING CONSULTANTS, INC. Ip 4n � 1 3 9 15 UPDATE TO 5TH ED. 2014 F2C JK P.O. Boz 230, Valrieo, FL 33595 N N NO DATE BY VERTICAL CROSS vv Phone.No.: 813.859.9197 REVISIONS SECTIONS (THRESHOLDS) FBPE CA No. 9813 ®201 6 R.W.13-oINa Co N6YlT 1.I... III R:\Olents\Piastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,7.1 m zMAX. ,,, �+ 1.25" 0o O MIN. Dig �o n .oma 70 �o O m a� y N 3 m Vin n v pw o Z g 1-114-MIN. o yQ a EMB.(TYP.) 0 rr F �O V N N S O O G O �0 B 3 0 0 z 0 0m Z Cl 3 m 1.25" MIN. Z i 2.25" n I.5'MAX. V w 1.5' 4 MAX. v Oo O Z D. <o SQ 0 MIN. D =a n T I0 3 yZ Vw v 1-IN MIN. g n R a EMB.UP.) £6O 0 g Z V A 00 ZYAJ. 4... �3-n n n �o O 1.5' yam m Z MIN. 1\0��ttgCHlbJ/��//i/ C, z 425' a 1.5"MAX. `o-%� —7 j•• No.43409 4 PRODUCT: Document.Prapered or.�� ••. •• `� �` B PLASIPRO INC. Lyndon F. Schmidt I� I FIBERGLASS DOOR P.E. No. 43409 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �mKQ�'/BUILDING CONSULTANTS. INC. p � (/7\ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rll,�l/1/ P.O. Box 230, VDlrico, FL 33595 IN N NO DATE BY HORIZONTAL & VERTICAL YYYYYv Phone No.: 813.659.9197 REVISIONS SEC17ONS DIRECT TO MASONRY) FBPE CA'No. 9813 0 201 2 R.W.9UILDINB ODNBULTANTB INC. R:\OlentaT1,11,1 l PE"ME"-1111IE3 Product Approvals\11-1=1 HVHZ Pllulla •Impact Opaque and Glazed\C-llmv,.V'-1523012011I\1-15210.1-6.dwg,8.1 Z C OVERALL HEIGHT y HANDLE HEIGHT m z a m m G7 H y 10.04" m m N 4.63" G+ o f`-3.63"� � 3a r7 o C ?� o x O m O N N . m = m UT _ +0.1" 5 m m Co m m Z;5 Inc 7nC m p n ''o n n j0 T m 3.61"� w f�-1S' w `,11111 N NI// 43.09" �.�F S..... G No.43408 PRODUCT: Dneum.nt. Prepared By.' •, ~ PLASTPRO INC. Lyndon F. Schmidt i�-i_l�,i'.�......... Im z y FIBERGLASS DOOR P.E. No. 43409 �AL1t \` N y pldtJO WDATE" UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY- 67) BULDINGCNSULTANTS• INC. UPDATE TO 5TH ED. 2014 FBC 3—POINT LOCK DETAILS P•O• Box 230, Valrtco, FL 33595 BY Phone No.: 813.859.9197 REVISIONS FBPE Ch No. 9813 ®2012 R.W.9UILaINa DON91rLTANT9 IND. Malents\Plastpm,Inc PERMANENT\A-1lodda Product Approvals\R-15210 HVHZ Fbergiass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\R-15210.1-64wg,9.1 0 O toD v � o Z n z 3 ® o N O X �( <zIn CJ 0 3 cc CD V Am 3 m lD7 P 24.27 23.0 u.a' `��� ,3CIiMj� Fa- $Y Q PRODUCT: Do.menti Prepared By: �, ••, PLASTPRO INC. Lyndon F. Schmidt ��i� �OIs01••.•• I N FlBERGLASS DOOR P.E. No. 43409 I� � ' ��Illlllll\Ilt 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io in 1 3 9 15 UPDATE 70 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS RW P.O. Box 230, Valrieo, FL 33595 N 1J NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 2012 N.W.BUILDING CONBULTANTB INC. DIRECT TO MASONRY JAMB(TYP.) 4.. 49/16"JAMB P (SEE SHEET 7) (Typ,) a (TYP.) V�1 Z `_� �•••� ... •`fes F-t n /'' ..•' \`\ j J m ami a•. a. ''�llllll*1 111\```` O no m Z `* SEE HINGE L 2X BUCK o u a p TYP.HEAD DETAIL(TYP.) ? ' z n Z v B JAMBS o. G 1X BUCK ((\ \q g E m e W DIRECT TO c a �g 5 ota MASONRY7 o MASONRY p MASONRY "� m d a 9 �o OPENING OPENING TYP.HEAD9co Z &JAMBSSa FRAME z 0 100 v 2X BUCK 49/16"JAMB M —0 ?0 2X BUCK ^6-9/16"JAMB N 5 m u b DIRECT TO ' im O MASONRY j� JAMB(TYP.) o x (SEE SHEET 7) o m o. a ( ADA SILL „m ti ONLY E •— q a n h in BUCKANCHORING SKEJAMB a FRAME ANCHORING HINGEJAMB Pr w o TRI o Masoruy corewdionis LA m� G � 00 o: CONCRETE ANCHOR NOTES: DIRECT TO I.Concrete anchorlocations at the comers may be adlusfed to maintain the min. DIRECT TO MASONRY M DIRECT TO o 0 $ edge distance to modarloints. (� MASONRY M >j u_ is 2 Concrete anchor locations noted as MAX.ONCENTER•mustbeadjustedto MASONRY maintain the min.edge distance to morfar joints,addifional concrete anchors a may be required to ensure the•MAX.ON CENTER'dmondon are not exceeded. 28 G 1 X BUCK 1 X BUCK G 9 1 X BUCK G 3.Concrete anchor table 2X BUCK L 9 r '< MIN CLEARANCE.MIN CLEARANCE 2X BUCK 58 58 2X BUCK 2X BUCK L ¢ AN4HOR ANCHOR :. MIN MASONRY 70 pDJA¢EM^s ICM 1X BUCK 11 M DDIRECTO OY �. �� " D�Te02 1612 i DIRECTTO 11 D MASONscute N.T.S. 9 Elco Tq, T-T�4• P �^ MASONRY G 1XBUCK Dwc ar JK m ULTRACON 27 58 2X BUCK a-By. LFS 3 ge TAPCON 7G t•WOOD SCREW INSTAW171ON NOTES: DWtlAND N Maintain a E W. I edge distance,l•end distance,d t•o.c.spacing of LATCH d DEADBOli DETAIL HINGE DETAIL HINGE DETAIL �-15210.1 N a hisWing OutSwing wood screws to prevent the spGfling of wood. SHEET 10 or J 2 0 R:\Oimts\PlastPro,Inc PERMANENT\A-Florida Product Approvals\R-15210 RVRZ Flberglass-Impact Opaque and GlazeAC-DmvW gs\R-15210(2017)Vi-15210.1-6.dwg,11.1 00 1.25" pW. W N O � N CL D k1.5" X=Gy 001. 1.75 y N Q H Q O 20 �p P W In 7O U 2 A S D' z = y S 6 6 0 30 Ix 0.66'— CL .65'—n m� N C3 06 O in O 6 m � CQ m I 0.937' L 0.7S' m l� � 1 T T z No.43409 PRODUCT: 13-nte Prepared By:'�� rrI O PLASTPRO INC. Lyndon F. Schmidt "S••��?!��'' �` ,p _ I ro FlBERGLASS DOOR P.E. No. 43409 ��flf 1111111\� N ° y 2 7 24 17 UPDATE TO 6TH ED. 2017 -C JK PART OR ASS17dBLY: BUILDING CONSULTANTS, INC. Io 1 3 9 15 UPDATE 70 Shl ED. 2014 FBC JK ��!P.O. Box 230, VDIrIQQ, FL 33595 N N NO DATE BY COMPONENTS Phone N— 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.BurLDINO DDN9DLTNNT�INQ. ' BILL OF MATERIALS g ro ITEM# DESCRIPTION MATERIAL _tri: p* �<__r A 1X BUCK SG>=0.55 WOOD i Q°O` `� B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE ��I. �� ~- D 114'X 2�/4"PFH ELCO OR ITW CONCRETE SCREW STEEL '�IIIII ���� ` o 'm i E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE G a d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 v E 3 m o i`i G 3/16"X3-1/4"PFH ITW CONCRETE SCREW STEEL Q p o0 o`°a 3 I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m N m aILE = M J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL o K 114'X 2-1/4"ITW CONCRETE SCREW STEEL e Z L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 8 -,?a d M 3116'X 2-1/4"[TW CONCRETE SCREW STEEL g N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL a P 114'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL foo g 2 FINGER JOINTED PINE FRAME WOOD zo 7 WEATHERSTRIP FOAM CN o` 8 DOOR BOTTOM SWEEP VINYLS o 9 4'X 4"BUTT HINGE STEEL am I 11 #9 X 3/4"PFH WOOD SCREW STEEL m a 22 3 POINT'TONGUE"MULTIPOINT LOCKSET[Mfg.BY HOPPE) STEEL O 23 MULTIPOINT STRIKE PLATE[TONGUESYSTEM) STEEL 0 0 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL m 29 ADA THRESHOLD ALUM fe T R 30 OUTSWING THRESHOLD ALUMIWOOD 31 OUTSWING THRESHOLD ALUM/WOOD NN 32 OUTSWING THRESHOLD ALUM/WOOD N 33 OUTSWING THRESHOLD ALUM/COMP o Lo 34 OUTSWING THRESHOLD ALUMIWOOD �� G 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS >; d g 55 #10 X 1-1/7'PFH SCREW STEEL z 57 BACKING PLATE I STEEL I ^w 58 #8 X 7'PFH WS STEEL ^ a g 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL Z 2 U *m- . DATE,02116112 i owo.eft JK m s aa.W. LFS 3 anAwwa NO-- FL—15210.1 --FL-15210.1 " s ° n` sHmT 12 of 12 " 5 6 Florida Building Code Online Page 1 of 4 e BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map ( Links Search Fbdcl 'Product Approval .USER:Public User 1t z�.sr.�rg�Yi Product Approval Menu>Product or Aoollcatlon Search>Aoollcatlon List>Application Detail FL# FL15781-R 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@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M 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 J.King,P.E. R Validation Checklist-Hardcopy Received Certificate of Independence FLIS781 R7 COI (a)Certificate of Independence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/W D MA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 aeh 1994 Equivalence of Product Standards Certified By ° �? Sections from the Code e https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SAhiEOW... 1/3/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15781.1 a."Imperial LS DSI-12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.1.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 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Evil 15781.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.2 b."Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.2.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 15781.2 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.3.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 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.4 d."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)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 R7 AE (a)Eval 15781.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product 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 R7 II (a)Inst 15781.5.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 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.5.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.6 f."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:Yes FL15781 R7 II (a)Inst 15781.6.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/pi_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 3 of 4 Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.6.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15781 R7 II (a)Inst 15781.7.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 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva)15781.7.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 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 R7 II (a)Inst 15781.8.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 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva[15781.8.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.9 i.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.9.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 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.10.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 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.10.Ddf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes r u a icu S. 15781.11 k.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High "SSL30I" Velocity Hurricane Zone Large Missile(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 IT (a)Inst 15781.11.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 15781.11 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.11.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product articulars. 15781.12 eves"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" 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) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.12.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 15781.12 for Design Pressure Ratings, FL15781 R7 AE (a)Eva[15781.12.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVCTriple'Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEOW... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.13.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 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.13.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.14 n.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.14.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 15781.14 for Design Pressure Ratings, FLiS781 R7 AE (b)Eval 15781.14.pdf any additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DSL30" Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL15781 R7 II (a)Inst 15781.15.Ddf 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, FL15781 R7 AE (a)Eval 15781.15.01F any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.16.0 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 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.16.Ddf any 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 a-mall 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 emalis 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: W Eq im Credt;Card Safe° https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SAInEOW... 1/3/2018 R R W Building Consultants, Inc.. W D Consulting and Engineering Services for the Building Industry 17 P.O.Bos330 Valrico,FL 33595 Phone813.659:9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Pr / J J ' / / i Date. AqgtW29,2017 Product Sub=Category Manufacturer Product:Name Category "Soft-Lite LLC "BARCELONA Windows Horizontal•Slider 10250 Philipp Parkway Model"SS1301" Streetsboro OH 44241 Siiding.Window (330)'5284400. .Impact" Scope: This is a Product-Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E..($ystem ID#1998) for Soft-Lite LLC based on.Rule Chapter No;61 G20-3,Method 1 D.of-the State of Florida Product Approval,De.partment:of Business&:Professional Regulation. RW Building.Consul#ants-and Lyndon,F:Schmidt,P:E.do not.have nor will acquire financial interest in the company manufacturing,ordista tiibutingthe product:orin 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(FPC)structural requirements including the"High Velocity Hurricane:2one". 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.wit, Section 1626 of the FBG and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring ofthese units shall be the`same as that shown for 2x buck masonry"construction. 5.Site conditions t at deviate from,the details, of drawing FL-15781.11 require further engineering analysis.by a licensed, engineer or registeredarchitect. 6. See drawing:FL-15781:11 for size and design pressure limitations. 7. This product meets the ter.i filtration requirements for"HVHZ": uppo rng_ ocuments: 1. Test'Report,No. TestStanclard Testing.Laboratory Signed by TEL,03001826 TA$201,202&:203-94 Testing Evaluation Lab, Inc. Lyndon F.Schmidt,P E. TEL03001829; TAS 201,;202-&•203.94 Testing Evaluation Lab,Inc. Lyndon,F.Schmidt,P.E. TEL'03001832 TAS 201, 202&,M-94 Testing'Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL;03001870 7N,5201,,202-&203-94 Testing,EvaluationLab,.lnc. Lyndon F.Schmidt;P.E. 2: Miami Dade.NOA Materials Testing 15-1201.11 Saflex°PVB Intedayer(Eastman Chemical Company) 15=0528:13 PVC Extrusions(,Vision Extrusions Ltd.;) 3. Drawi'nq No. Prepared W Signed.&Seated by No.FLA5781.11 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) �yee�e„ Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon;F.Schmidt,P.E. 5. Quality Assurance �� V°`aG Certificate of Participation.issued by Farabaugh Engineering and °, Testing,,Inc certifying that Soft-LiteLLC:is manufacturing;products No 3409 °° wlthin:a qualityassur"ante'program#hat.eomplies with 1S0/IEC m p 4 0 17020,and Guide 53. �'13 °° S.IATECSF� °° i<L o m¢4'--� Lyndon.F.Schmidt.P.E. ;�( FL PE No.43409 Sheet 1 oft ®�op®'9��Q � 8/29/2017 8'Ha8aY Z m Windows =�' z �:� � �W ;... Bringirig quality t0 light. SEE CHART FOR FRAME SIZFS - 10250 Phiripp Parkway r r I t li", N m Z Sheehbom,Ohio 44241 (� a o x z°d+ zo o do Lm m ccw "BARCELONA" ° 9 m p 0 8 4� daLL zo A "a.Model "SSL30l" ��� ��� � � SLIDING WINDOW Z� �o "►M PAcr �' 3 z J 2 X O 3 GW a. < Wn W v) GENERAL NOTES w y N o 1. This product has been evaluated and is in compriance with the 6th Edition(2017) h w / Ronda Building Code(FBC)structural requirements including the"High Velocity ° V Hurricane Zone"(HHZ). L 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"HVHT'this product complies with Section 1626 of the FBGand m J does not require an impact resistant covering. o 0 N En 4. For 2x stud framing construction,anchoring of these units shall be the same as that ? �, shown for 2x buck masonry construction. rr U 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. r z MAal MAX: DESIGN PRESSURE(PSq 8 6. This product meets the water infiltration requirements for the`'HVHT'. FRAME ' x DLO; GLASS - w z d1MENS10N.k..S, DI14(ENSIQIS a' YPE` POSITIVE NEGATNE ^o LL TABLE OF CONTENTS 73.0"X 63.0"' 31:437"x 54.375" G1 +55,0 -60.0 Z a g SHEET# DESCRIPTION 1 Typical elevations,design pressures and general notes 73,0"X 56:0" 91.437"X47.375" GI +55.0 -60.0 °ATE 4 26.17 0 2 Horizontal cross sections sc NT:S. € 3 Vertical cross sections a 73:0"X 48.0" 31.437'x 39.375" Gl +60.0 -65.0 wK� JK. m 4 Buck and me anchoring am er: LFS 3 s 5oR Components OM No.: 6 Bill of moterials and glazing detail Requires external stile reinforcement(Item#17J FL-15781.11 a o s"m 1 GF.6 NO 1. m#17 required for units .```t ......... * .. greater 56"in height. z,C' �' n _: o;J�ti n * a=� 1-1/4"MIN. =V� �3�; d EMB.(TYP.) �' z' 4:`0= o m INTERIOR 1-1/,"MIN. INTERIOR .• ,•gy EMB.(TYP.) �� .....• ``�`` >>° m 28 15 5 15 5 �rrrrrrr rrs� ��� o°m z U N•, .v v 0c Z q e iL � a Zm 0 OIL R a O 4 n 0< m d a 2 v X 2 v 0 v 5 e o= 2 N 2 e S �Ta 9 GI 0 9 GI 10 10 ; /% // Z � � EXTERIOR EXTERIOR ° 0 C G w F H E A m Ny w1 2 3 E _C-1 3 2 HORIZONTAL CROSS SECTION K-3 �HORIZONTAL CROSS SECTION o 2 Shown Direct to Masonry 2 Shown w/1 X Buck S d a 3 EMB.(TYP 1 F B EMB4"(TYP J m C 8 F 1 s 15 5 INTERIOR 10 28 G1 7 13 4 0 ` z 20 e INTERIOR U) o o 8 5 22 5 o w 21 m b � 0 � U 6 K Z 9 Q n m 8 9 G1 26 a • 10 16 D EXTERIOR GI 18 ^z o s D 23 9 15 28 J E DATE. 4126117 0 C 17 27 14 9 EXTERIOR SEE NOTE I SCALL N.T.S. g E 1 SEE NOTE 1 6 NOTE DWG.BY: JK m 1.Item#J located 7-1/4"from LXX.61: LFS 3 1 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION K5�HORIZONTAL CROSS SECTION each end and 1 at the center owwNc r+o.: 2 2X Buck Construction 2 2 (3 total). FL-15781.11 N osir 2 or fj a a-Z z" A za C _ =ori z ?o=-�� B G - 1 z� � oWn f i .� t m C 16 "n SEE 16 ���'•••......... � o m m C F = SEE NOTE 1 �� "� NOTE 1 J 10 - ����i�r rss �� N 1 > m z o m o 16 1 J 10 � �c4 SEE NOTE 1 2 11 (� Q E m z m o V J 10 2 Q 11 — — 28 I{ 9 V V e�gd o a 2 11 4 — # — f 28 15 c" md`af° �j �j Z 4 _ ' _ 28 28 15 16 E V tl 8 A R! 28 8 ° 8_ 15 15 � � 9 9 8 9 G1 En 15 G1 z G 3W 9 G1 EXTERIOR INTERIOR EXTERIOR INTERIOR mr" EXTERIOR INTERIOR ice, o 15 9 15 9 o w 15 15 G1 v' o 8 ^ D g 15 9 g a u Q 8 4 8 8 8 15 a 4 28 O Q 8 4 m 28IM g 28 _ 1 - 19 - - 19 4 28 2 a 12 2 12 28 _ 19 SEE10 SEE 10 OTE 1 J 1 NOTE 1 J 1 SEE 2 12 Q o 16 _ SIUCONESEALAM 16 _ SIUCONE SEALANT NOTE 1 J 10 1 zLn 3 F 3 C 16 SIUCONE SEALANT _ C e G 3 H \m f� W O B D E y .. '� Q E E ^o m z� s 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3-" VERTICAL CROSS SECTION °"'E 4126117 10 3 2X Buck Construction 3 Shown w/1X Buck Fw 3 Shown Direct to Masonry N.T.S. € DWG.at: X m g NOTE: anc ac LFS 3 1.Item#J located 4-1/8",173/8",2-1 maww°N°: a and 31-1/4"from Jamb stile end(4 total). o FL-15781.11 sNEEr 3 OF 6 9 0 i �C z zWM to 2 (TYP.) ��i��•� .........•" g`.� o fo,m SASH 4" _ �i� `�\\ N M° 6"(TYP.) Fr I r(TYP.) 4°ITYP.J '111111 i ►►►►� 8 Moo Z • ' •. -: 6"(1YP.)�"'I v O x Z f, '•` r` gtm 9 Z. II � a O`Z II D II 2X BUCK F S 3a I I II TYF. BUCK II 1X BUCK C, 2 ° BUCK 11 II DIRECT TO a II FRAME—" II MASONRY H 1= II MASONRY II pp.) dMASONRY o c OPEN NG I I OPENING I I 0 3 w F W II II o Q Ila II �y 0 &I m m E 0 r BUCKANCHOBING FRAMEANCHORING s z FS 0 0 U N = CONCRETE ANCHOR NOTES: Z-J ?, 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. _ w 2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to h maintain the min.edge distance to mortar joints,additional concrete anchors i a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 13 3. Concrete anchor table ry < ANCHOR ANCHOR ....M MIN CLEARANCE MIN CItiARANC . 'o 70 MASONRk;,.;::;:2 TO AOJACENI " :.:.::.:::....................::.::. :::- ;.EMB .N: N ..l.;P ..........:.::......... .........................E .............. .....;..AC.. R......... z v 0 5 ITW ® 1/4" 1-1/4" 2" 4" a� 4126117 0 TAPCON sr M N.T.S. ELCO ® nwc,1/4" g ON in: JK m WOOD SCREW INSTALLAT OX LFS a otAWM No: 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of wood screws to prevent the splitting of wood. FL-15781.11 0 n SHEET 4 OF 6 O o� RAOients\Soh-Ute Pennanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Drawings\FL-157816TH ED(2017)\FL-15781.9-11.dwg,53 b C5 �! �jO C13 i < r O� A 0.062" y � 00 t' ti a 225 n m 0.57" 7O 1.21" o V 1.07'— a, 1 F- --}-0.5" r it V � o Z L m y oo y 287' A 0.135- Li " o -T T 0.84•--a �c 1.96, y o N C N y; �+0.86" - T11 L O 0.067' 01 s 0.065' o i m _z n 0.31" 0.091" A L m � y 0.735" O 1.23" LOS, � _ 0.627" P_ Tit 0.386" " y 5 v $ 125 ao 20 a�,0.089 y y n T � Z y � I 0.124" 1.05' is p o 0.41" 0.627' a 5 0 �e ? 0.05' .,00 ^3 w n o T 0 In y n -. SCHMjsf"', J�NBF'' �I 0.133' G No.43409 0.95' �\2 s, r Q PRODUCT: Doeureante Prepared rry. SOFT—LITE WINDOWS L,yndan F. Sohmldt •: �11 h _ z .. 1. P.E. No. 43409 /// �ONA1. �1 fill �\ r m o rL y PART OR ASSEMBLY: K //BUILDING CONSULTANTS, NC. ; � sq V 1 7 12 17 REVISE GLAZING DETAIL LFS COMPONENTS el1i�/)/ p-O. Box 230, Volrleo, FL 33595 NO DATE BY vv Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2C17 R.W.OUILDINB CCNBII TANtB INC. BILL OF MATERIALS ��`%��" MATERIAL ..,, REM• 4 . A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE D 1/4"X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �:¢°c n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE '���//�� z6m o F #8 15 X 2-1/2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL v N-:z G 1/4"X 3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL s i o z H 114'X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \1 0 e u g 9 0 0`a J #1016X2-1/2 PFH TEK SS SSmaa� 1 FRAME' PVC 2 HS FIXED PANEL SPACER' PVC E 9z 3 WEEP HOLE COVER' PVC o Sa 4 DSL FRAME FILLER' PVC 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL' PVC 7 LOCK RAIL' PVC o 8 DSL MAIN SASH' PVC 5/8"GLASS BITE 7/8"THICK o z ) 9 GLAZING BEAD' PVC 1/8"ANNEALED 3 } ~2 N 10 DSL COVER' PVCfL mFzj 0.090"SAFLEK PVB INTERLAYER > L !5 W 11 ANTIUFT TRACK' PVC 12 ROLLERSILLTRACK ALUM. o =Z 13 REINFORCEMENT ALUM. 1/8"ANNEALEDI° o m¢ 14 REINFORCEMENT(6065-T5 ALUM) ALUM. o 15 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE a a 16 REINFORCEMENT(606545 ALUM) ALUM. * m r 17 REINFORCEMENT(6065-T5 ALUM) ALUM. 1/8"ANNEALED OR TEMPERED 1�m 18 SPACER - DOW 2400 SAS L 19 ROLLER ASSM. - GLAZING DETAIL L 20 LOCK _ Gl STEEL INTERCEPT SPACER 21 LOCK KEEPER - " 22 #7 X 3/4"PFH TEK(LOCK) $$ * o 0 = 23 PVC COVER FOR H5 REINFORCING BAR(item#17) PVC NOTE:TEMPERED G EQUIRED IN THE'HVHT'FOR EXTERIOR GLASS GREATER THAN 30 FEETABOVE GROUND. v, G 26 #8 X 1"PPH TEK(KEEPER) $$ N i, 27 #10-16 X 1-1/2"PFH TEK SS SS a 28 WEATHERSTRIP(187-270 TRI-FIN) - to a 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY o < EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ^ m S N Q F 2 DATE: 4126117 ? snit. N.T.S. € 5 M.ar: JK m - aac BY: LFS 3 DRAWING NO.: r 'n FL-15781.11 0 c SHEEP 6 OF 6 N d Florida Building Code Online �rr A BCIS Home ( Log In User Registration I Hot Topics Submit Surcharge ( Stats&Facts Publications FBC Staff BCIS Site Map .�Unks ! Search d* a Product Approval ,USER:Public User Florid r _ Product Approval Menu>Application Detail FL# FL130nbyDBPR. Application Type Revisi Code Version 2017 Application Status Approved APP p Approved Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Q Product Manufacturer =Window Systems Inc.Address/Phone/Email Avenue4% 2 Ext245 Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard kear AAMA WDMA CSA - `� Rte` 2005 / / L A AMA WDMA CSA 1 'S EA4 - 2008 ASTM E1886-05"' 2005 ASTM E1996-05 k 2005 S z .. 4 PA TAS 201/202/2 199T res y Equivalence of Product Standards https://floridabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56IeCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] r � Florida Building Code Online Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary ofProducts FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R5 C GAC CAR 138-1357 pdf ` Approved for use outside HVHZ:Yes FL13010 R A AR 138-1362 odf 1,. Impact Resistant:Yes FL13010 RS C rAC CAR 38- 62.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 115 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R5 AE EvalReport433D.12df Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window, PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.. Limits.of Use Certification Agency Certificate" Approved for use in HVHZ:Yes F1113010 R5 C'CAC`CAR'138-261e2.pdf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 108-705e2.pcil" Impact Resistant:Yes, FL13010 R5 C CAC CAR 138-706e2.pdf Design Pressure: +67.5/-67.5 Quality Assurance Contract ExpirationDate Other: Large Missile; Dp = +/-67.5 psf, Max.size 741/8"x 08/12/2019 72".-Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010.RS II CWS-510C.pdf Verified;By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R5 AE EvalRe"o 0 d[dff Created by Independent Third Party: Yes- 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-258e2 Rdf Approved for use outside HVHZ:Yes FL13010 R5 C GAC CAR 138-481e2.pddf_ Impact Resistant:Yes FL13010 R5 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R5 II CWS-373C pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R5 AE EvalReport373C pdf_ Created b Independent Third Party: Yes 13010.4 PW-8300"PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of-Use Certification Agency Certificate Approved for use in HVHZ:Yes FI 1301,0 R5 C GAC CAR 138-1093 odf Approved,for use,outside HVHZ:Yes FL13010 R5 C CAC CAR 138-1320.odf Impact Resistant•Yes FL13010 R5 C CAC;CAR 138-250e2.[Zf Design Pressure:'N/A FL13010' R5 C CAC''CAR'138=274e2 odf' Other: Large Missile Impact,See Installation Drawings for FL13010 R5 C CAC,CAR 138-457e2.pdf ' Max. size and DP's. Outer lite must besafetyglass above 30 ft. F 130 0 R5 A AR 138-46S https://floridabuilding.oTglpr/pr_app_dtl.aspx7param=vGEVXQwtDgvQEb8FEH60Vrs5wFsVMkbaFo9a3237SsZ56leCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] Florida Building Code Online in HVHZ. Glass complies to ASTM E1300-04. F 1 3010 RS c CACAR i 38-534.x: _ m FL13010 R5 C CAG CAR 138-730e2 FL13010 R5 C CAC CAR"138-739e2.pdf Quality Assurance Contract Expiration Date 04/29/.2018 ` Installation Instructions FL13010 R5 II CWS-159E.p f Verified,By: Lucas A.•Turner 58201• Created by Independent Third Party:=Yes • Evaluation Reports FL13010 R5 AE EvalReport159E.Rdf Create&by Independent Third Party:Yes Wi 0 Contact Us:•2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,r'onvdaht 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: fru. ®E M Credit Card` :Safe J � https://floridabuilding.grg/pr/pr_app_dtl.aspx7param=vGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E Se tember 7 2017 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact, 48"x 72"unit siz]are or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`''Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements o Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of Edition(2017)Florida Building Code including the HVHZ. The product testing standards perform outlined below. Technical Documentation: 1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159E,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-IA,from National Certified TestingLaboratories Orlando FL with Testing Performed: AAMA/WDMA/CSA � � g 101/I.S.2/A440-08,ASTM El 886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-IA and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.101 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. *�417R�4� 111,11jttrlr * Q .ytiC,E 14 44- . R* =* 9/07/2017 � STATE OF O lU� Lucas A. Turner P.E. �`. FL PE #58201 + F 0R1 .•. 4`� DoctnentTitle: Doc NO: FRUBI-02 Rey No: 7 Page 1 Of: T-- Structural .Perfofnf-Performance KSYSTONZI Gertif icati on Authorization, Report Required_8y: PRO 61-03 CAR& Product I.D Number: 138 - 739.0 Issue Date:' 101/28/2.010 Revisioh Date: 11/13/2015 Expiration Date: 3/16/2020 Company.Code: 138 This.Certificafion Authorization Report t(CAR) is,issued:by Keystone Certifications,.Inc. (KCI) after full voliclation review, and is based on- 8 standardized, evaluation of the product conducted. by an independent accredited laboratory in' accordance mith'the specified referenced standard'.Actual fenestration product performance may vary based on many factors, including installation, condition of wolf/roof substrate and the age of the product and installation components. This report indicates the product-is eligible for the application of Keystone. Certification Program certification labels. Licensee stipulates in affixing,certification labels to products, that those products are representative of the specimen evaluated and documented for -certification. authorization. Only products bearing such a certification label, shall be considered certified. The information in,this report can be.verified at www.keystonecertscom'. Licensee Information: Product Information, ,Custom Window .Systems:;Inc Modela•,9300 Fixed!with:Fin or Flange 1,900,SW 44th Avenue Operator Type: FW Ocala FL 34474 Config; No, GS-5/1,6"Ann Lami IG Max Width: 48 Max'Height: 72 Referenced Standard:' -P�roduci Rating: PAITAS,201/202/2,03 Large Missile, DP +/-55.0, 48x72 0 Qualifying,-Test Information: Test Report No: ISICTIL-21 0-3672-1 &-2 Test RepotExpiratiom. 3/16/2020i Authorized Signature;; Keystone Certifications, Inc., 2015.1 1 .1 6 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 /& -05'00' Phone: 717-932-8500 Fax., 717-932-850.1 WWWXEYST0NEC.ERTTS.00M mffl PICTURE WIN DOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED awo WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 731/42.GLAZING OPTIONS:(SEE SHEET 3) 491!4' MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 46' 7Y• 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW AX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 451/8" 691/8• 4.DESIGN PRESSURE RATING: IMPACT F�_ GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A —————————— ———— GLASS TABLES ASTM E-1300-04e01/09. a - � 4 z o -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - W w O ——————— —— I I INFILTRATION TEST PRESSURE AND GLASS TABLES z w�o ¢ o W I I I I ASTM E-1300-04e01/09. O <U) }O= m 771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z z x m Q it w p O MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR U U�OF U a r=-y a 731/4' I FLANGE I I ANCHOR CALCDLOAD ULAT ONS�TION FACTOR Cd=1.6 WAS USED FOR WOOD Z O z U�50- MAX. IF I HEIGHT I I Q F--w M O O w Z OVERALL } Q 3 w-=O- FLANGE B I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT W �Q��j�O Cd HEIGHT I REQUIRED. F w K } I I 76' I I w oawmOwunw 72' I O I UNIT I 7.ALL FRAMES ARE FULLY WELDED. aX. ?=a Ow JO�N MAX I I HEIGHT I I O w l-O 0.w 2 } UNIT B.SERIES/MODEL DESIGNATION PW-8300. a � EL tr 3 a HEIGHT I I I I I 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: 731/8' I I Pp�Uuhye GLASS O=FIXED SASH. d� DREW 69 1/8"II I I 8 DLO I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �P;,yCO EIJgF.•Q�� DLO I 8 I LOCATION. ��0 N. 58201 •%�p�. I 6 I I g,D. * •:� e I I 'P% STATE OF •�= ------- -- L --------- i� ��COp10P,:���C F.•., �. A A ��s`s ONA ;t� 8 -11� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 T I I DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANY 4811 X 7L11 +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 DWG REV.: SECTION VIEWS....................................4 +- LARGE MISSILE IMPACT EXTRUSIONS&B.O.M...........................5 72��X 76�� CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 �I IZ +/-67.5 PSF SCALE: SHEET INSTALLATION DETAILS.......................8 1:20 1 OF 8 VANDOW SYSTEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWs.CC 8300 PVC PICTURE WINDOW 0 FULL ELLIPSE("OVAL") IMPACT FULL CIRCLE P owu z wwwob -ja < aw TOMBSTONE w z0z MM_ a OW3:E LL r_w Z�_3:zja: Z Z=2<xwoo 0 OF-O <=, 0 0 0u)F-dz a-P coW n- z 01 z(j0)z O F0OLL <3:0w2_mOK wg�-tz'd w 0 LL U)uj 0)0 w co w K 0�u)� 0 wf-o (L=Xcn W?.ui F- 0.w imr a. ttt 1/2 CIRCLE all OREW .......... -0 No 58201 *tc,11 OCTAGON Z-0. tr Z TRAPEZOID PO'. STATE OF NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7.WITH ANCHOR SHEET DESCRIPTION: 114 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: AIDE 05/05/07 DING 0: CWS-159 E SCALE: SHEET 1:1 20F8 uzom 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z azo F- ❑wO Qwoo z WO Lu zOz D:_zF- o ;Fc in§}0M3:E U- F-w ZF-3:2= z Z=;Ea O OF-Od XdfcO� 1'OVERALL 1"OVERALL U O y F-z 0-F-U)0- C3z-co-Z I-Z)t!) 3/16'ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED Q O z O u)Z O L)O 1!2'AIRSPACE 318"AIRSPACE >- <�}O W O F Z z 5/16'LAMINATED 7/16'LAMI GLASS p ~>'O 3r O m W LL W�OJrnF- 118'ANNEALED 3/16'HEAT STRENGTH a z=LL �O_U) O wF-0 O.a:m .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER d d d 1/8'ANNEALED 3116"HEAT STRENGTH pio RE - UANEXSPACER RASA 6 OUANEXDURASEAL 6 PURFECTGLAZE'H' ��4pG', GEN&'-.Py�y PURFECT GLAZE'H' SIKAFLEX 552 IG SPACER SIKAFLEX 552 J tr �.�. No 58201 :1: 10 1/2'GLASS BITE 10 1/2"GLASS BITE �,o•. t ¢, 7 7 rr S' NA � II��1 + ► 1 �� 1 �l.J rnn►p, z�- GLASS TYPE A GLASS TYPE B 9/2212017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAXSIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYRG X H ADE 05/05/07 WG 11: DP+/-55 A 48 X72 C REV.: CWS-159 E DP+/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 1900 SW 44TH AVE. I\ter/I OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 6 8300 PVC 6 9 9 6 PICTURE WINDOW 8 e IMPACT � , 7 t a z �: <ZO a 0 F zLLI OWO 10 w zOz of-ZFW - 0 ~WmZO7iox Z Zx0Qa:WF-O O OU)OLjaFena 11 0 Z-W-ZI-DW 8 9 SECTION VIEW B-B ¢O Z 00:3 to Z p L)-0 10 11 11 10 a�0W- 2O ? Q rpU~Zl/7 wODD:v}ioWfnW a ?=DW. wo�� O WF 0 w=wU) R a ��a. INTERIOR ���.+�`PNOR�w'rG,,�� No 58201 :7� `9Q,, STATE OF :�W 8 9 tt 0 11 10 0 ��.. 2 � flirt 6 9/LUCAS A..TURNER, 7 URNER,P.E. 0 FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS i SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION �� ITEM PART# DESCRIPTION VENDOR MATERIAL % WINDOW SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CwS.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC ` 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE a z zo d 9 P-3752 CAP PLUG, 1/2" HOLE M&M I SILICONE z w�w o a k z W w zOz 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC z :7c = z��m 11 GLASS SEE SHEET 3 O O F-0 Z a F N a Z p u—�jU - 31/8" 31/8• Q F�LLm0OLLz >- Q3:OW-20— 0_ !-F-F-z ❑ 0 R °�w�OWU)i- (L z—a 1 2 3 4 5 Of 0 � _~Of wEL Lu 3w � III^^IIS�III EL a m a 21/16- 1/16' �U 1/16° .`pORE '��i� E ni SF•.;Py�y 2 7/8' No 58201 •10 +9• STATE OF :4yU .p: 1 1/2' PVC FRAME FLANGE-H-60066 '�i,S+O NAS E;.•`� PVC FRAME FIN-H-6006A X� I`114" 9/22/2017 LUCAS A.TURNER,P.E. 7/8• 1/16' L 1/2' 3" FL PE#58201 1 101239 JABARA AVE. PORT, 3/16' 8 NORTH PORT,FL 34288 T— PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 (TYP.) comim MAX(TYP.) e•MAX.O.C.(TYP.) S.MAX.(TYP.) SEE NOTE 2 4, (TYP 1900 SEE NOT 1900 SW 44TH AVE. 6'MAX.(TYP.) OCALA,FLORIDA 34474 ------ --- ---------- WWW.CWS.CC I I I I I I I 8300 PVC I I 8' I I PICTURE WINDOW MAX O.C. —INSTALLATION �') I INSTALLATION IMPACT 14" I I ANCHOR(TYP.) I I ANCHOR(TYP.) MAX O.C. I I I I Q Z z 3 a (TYP.) I I I I r- ❑w o C)w o 6 I O I I I zw o zoz I I I I Z ZT2<wwoo I I I o or0da=o°f I I I I o z–-ZF-�Ul I I I I Q o0=1--u-20 U z I I I I <�ow-mo- w oowU)imwmw I I I I U-U) O-Jrf)F- I I _~0 w w o_ —————————— —————————— a C::t=E) ANCHOR LAYOUT-(FIN) �O��P DREW`T :D DP+/-55 PSF 'v 1 No 58201 ' 9� STATE OF .�W: M��.cC C D.R1�P•��:� sell Ill 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 LUCAS A.TURNER,P.E. 4. LL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380--11 574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY. DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 6 OF 8 r &wo �%� WINDOW MS 4"MAX(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6•MAX.(TYP.) 7 518•M�AXOTYP.) SEE NOTE 2 4•MAX C YP.) E NOTE 2 OCALA,FLORIDA 34474 6^M TYP.) WWW.CWS.CC ——————— ———————————— ——— I I I I 8300 PVC I I 8 I I PICTURE WINDOW 7 518" I I MAX O.C. I I IMPACT �TAYXPo.c. I I (n P•) I i a Z3: <z3: o I I P ow0 Qwoo I I I I w zoz D kZw O I INSTALLATII INSTALLATION o O ANCHO P.) ANCHOR(TYP.) ~wZ piZ Z2 QW O ITT 0 OF-OdQ=IfC� O 0 0 I- 0 u0 I I I I > ¢�LLw°ioz I I I ¢ pm - 0Ed I I I I w 0 YnOwrnw 0 wI-0 mm= I I I I a t a iia -- ————————————— I I ------ ---- I +`'NoREill tv`r4 ANCHOR LAYOUT-(FIN) JGPy�`G E N3Fr•p2F ANCHOR LAYOUT-(FLANGE) DP+!-65 PSF �; No 58201 DP 65 PSF NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH.941-380-1-1574 SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG : REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAIAAMA 100(FIN WINDOWS),FMA(AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(E)CTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS WIPrDOW SY5TEh15 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY SEE TABLRS OCALA,E 1 wWW. FLORIDA 34474 SEE TABLET � 1/4"MAX.SHIM WWW.CWS.CC MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATSEE TABLEI1 ANCHOR PICTURE WINDOW BYINSINSIDE TAND OUT SEE TABLE ALLER C3 MIN. DMENT IMPACT SEALANT BEHIND C= FLANGE BY INSTALLER Z < Q 1/4'MAX.SHIM Q � Z O PERIMETER SEALANT Z W H O ¢w O O W PERIMETER SEALANT BY INSTALLER w Z O Z D:— F- BY INSTALLER INSIDE AND OUT 0 LL ~W 3 Z O Xai INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 Q D_w 0 0 SEALANT BEHIND SEE TABLE 1 O O F-O V Qa H I_w FLANGE BY INSTALLER SEALANT BEHIND O Z—f0 Z Z F Z)to � FIN BY INSTALLER Z 00-vj—Z)U— STALLATION ANCHOR / a\1 HORIZONTAL SECTION 8 rC TORR LNTA S TION F O w 0=O z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE QQ ui HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O O }o p w LL(nW U)QJ(nF SE Z_ a w _mow wWw D r a W D (� J'T� ❑ 1!4"MAX.SHIM ,0PREW TU��i SEALANT BEHIND Q�PS \OENS 'P��i, LANGE BY INSTALLER ERIMETER SEALANTS i "*► Y INSTALLER MIN.EMBEDMENT 'D: CLQ INSIDE AND OUT Q tL� SEE TABLE I UBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE Va 9,22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE IN.EM DMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON -1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' rD HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG#: REV.: -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING 1 FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E FLANGE 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/18" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scaLE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) JWWOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 -Florida Building Code Online Pagel of 2 t • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search d Product Approval dbUSER:Public User •fl�r��Z�:� Product Approval Menu>Product or Aoolica[lon Search> Icat s >AppliwUan Detail �g FL# 0(35�2)368-6922 R6 Application Type Code Version Application Status d Comments Archived Product Manufacturer Window Systems Inc. Address/Phone/Email 44th Avenue 34474 8-6922 Ext245ws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative - Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory r Casement 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE W Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReoor1:16113.Ddf { Referenced Standard and Year(of Standard) Standard rk @} b ? a AAMA/WDMA/CSA 10 S 0-0 ° K w•, ASTM E1886-05 PPP r 2 ASTM E1996-05 { 1 PA/TAS 201/202/203 r f t - R I Equivalence of Product Standards Certified By 95-1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReoort161D.Ddf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04. 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 a-mall 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 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: tCtak Credit,Card Safe` https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28,2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5,37"x 72" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-lA,-2,-2A, and NCTL-210-3674-1,4A, -2,-2A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �tytiinlrr�� ,�• No 58201 •« e * s 8/28/2017 n ;r Lucas A. Turner, P.E. .:At FL PE #58201 C'��+r� CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: �ktmwsw 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 38 1/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLAN NIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37' 37' UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT ---------- A —— 4.DESIGN PRESSURES: ————— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z 3 a 2 p I GLASS TABLES ASTM E-1300-04e01/09. z w�p ¢w o w I I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z z INFILTRATION TEST PRESSURE,AND GLASS TABLES C' ¢m�y O-3 m 731/4' I I - ` ASTM E-1300-04e01/09. z z=2¢it W 0 x OVERALL I / I I -- - I o Ocozaa=°n. HEIGHT FLANGEI I 64 X. I I I 5 THE DEANCHOS GN O THIS PRODUCT.STRESS EINCREASE E SH ET 6 FORrINSTALLATIONOT BEEN USED IN z O O x z z,�U m OVERALL B I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } ¢ LL w O=w0 z HEIGHT I I ANCHOR CALCULATIONS. < 2 O F I-r z r w��mj�Om 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w OLL U)w 0 J U W NOT REQUIRED. a0 w H 0 0.. _M 72' 651/2' 63" I X I 561/2" 0 x x w a w MAX. I GLASS MAX. I GLASS 7•ALL FRAMES AND VENTS FULLY WELDED. o t- a- W n UNIT DLO UNIT I I DLO I I HEIGHT �µuurrr HEIGHT I ` I e I I 8.SERIES/MODEL DESIGNATION CA-8400. +`�GPS;Q',11ORE SFTG'Pn�F�- I I / 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: I I X=OPERABLE SASH I 6 6MAX I I I y:�� No 58201 t SASH 7MAX I \ I O HEIGHT / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR HEIS HT I \ I p I I i LOCATION. X90 STATE OF *�tu` 301/2" z� � 6F GLASS DLO 301/2' RIGHT HINGED-SHOWN GLASS DLO 9/22/2017 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 HVHZ 37 x 63 +/-675 PSF ADE 05/05/07 . SECTION VIEWS....................................3 LARGE MISSILE IMPACT DWG A: REV.: EXTRUSIONS a B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 D ANCHOR SCHEDULE 8 NOTES............5 37”x 72" INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE` SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT a z 3 aza 7/8"OVERALL 718"OVERALL I- o W 0 U WFO 1/8"ANNEALED or TEMPERED 1/8'HEAT STRENGTHENED or TEMPERED w Z O Z Of-z F O aro§}0x?>E 7/16"AIRSPACE 7116"AIRSPACE Z Z=2 Q af W O 0 5/16'LAMINATED GLASS 5116'LAMINATED GLASS O O U)O Z a-F Cn 0- O Z ZFotO 1/8'ANNEALED 1/8"HEAT STRENGTHENED ZO Z U r0 Z 7 U U F-li_2OO U. .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER of 2 3 O F F H O- } Z pUANEX DURASEAL 1/8'ANNEALED pUANEX DURASEAL 1/8'HEAT STRENGTHENED 0 0~>- 7 O IG SPACER IG SPACER W w m W U p J U♦L SIKAFLEX 552 OR SIKAFLEX 552 OR (L ?=a W O-rn 3 PURFECT GLAZE'H' 3 PURFECT GLAZE-H- a WF-nom. 0.mw rn 46 1/2"GLASS BITE 46 1/2"GLASS BITE POREW ' � 13 13 , `.-%0EN8*-.y 0 �. No 58201 .1 D D GLASS TYPE A GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS DRAWN BY: DATE: MAX UNITSIZE MAX POS. DPGLASS TYPE ADE 05/05/07 DWG#: REV.: 37"x 63" +67.5 A CWS-161 D 37"x 72" +67.5 B SCALE: SHEET 1:1 2 OF 6 WINDOW SYSTEMS 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 9 11 50 49 48 o ® ® 8400 PVC CASEMENT ' IMPACT 3 1 46 18 1 a6 18 Q Z � <Z3:Z 0 EWO �WOp 41 O Zt0Z}OQ:�[n 9 Q 18 O OH=-Oa¢WOO 51 4 31 8 51 5 1 514 9 18 3 U UyF-ZD-Ptoa O Z— ZH.7y 6 SECTION VIEW B-B Z¢ 0(!):,0 w Z c)'z a <�}O}WHt=-O— g 3 F p F}7 0 W LL U)W Co0w U)w o _ 1 0 =~1 0- ofy a H D m�d ,,�� SOREw T ll�i INTERIOR CENSF.'AQ,��. v: No 58201 40STATE OF ,F 5 � ® 43 13 51 (/ 4 - Q ��- 7 s I` 36 a � 017 5 LUCAS A.TU A.TURNENE R,P.E. FL PE#58201 p 1239 JABARA AVE. 2 -- -- NORTH PORT,FL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG REV_ ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET 1:2 30F6 PARTS LIST 31/8• FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER Cr/U2hil7(Ll!// �7 jf 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS Ili/I 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC Q t 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC z OCA A, LTH AVE. 3 7/L r OCALA,FLORIDA 34474 4 H-60306 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC � WWW.CWS.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321/32• 4 27 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC �O 8400 PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC U 1/16 I$ 8 H 6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC o PVC GLAZING BEAD CORNER WELD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALL SIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME J 12 GLASS SEE SHEET 2 H50306 g o w o W 0 o 13 P-3028 SET.BLK.,85 DUR.,1/8-X7/8"X2"LG. FRANK LOWE RUBBER Z w d o w r z w 211/32" w ZOZ --� 14 P-3029 SCREEN LIFT-OUT SUMMIT 21/32 7116 o Q m 3>O R m P20 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER Z Z=2¢ W zo P-3195 SCREEN SPRING,NO HOLE TENSION D 7 as 4s O O u)O Z aa-P U)a P-3197 SCREEN CORNER KEY M&M NYLON 6 1116• 1116• z z0 '0–Z?v y P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/a" s COIL,.062 X.656 COIL,.05 X.437 Q H-z 0 U)zU)O O w O P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA fns' p�4g1 P�050 o F F rz o? P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL ra af�ryoN P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w oLL w W m o w�n w 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a z=o_ a-p w>- H-6008 O w F 0 D-x w>- 23 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA (L a� it nw 24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW 26 P-3587 #8 X25 P-3581 EEN CLOTH,18 X PH FH TEK 2, 1S,SCREW PHIFER FASTENAL SS 17/3z" 17r3z `,,,,��PgOREW,'G,,,' 27 P-3613 CWS LBL.(LOGO) to 11 JGPy'�\CENSE'•QLD 28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB t sr3z" 1116" 1 sr3z 1116" r�• No 56201 P t 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 30 P-3881 TEMPORARY LBL.(NFRC/DP iU 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE '�� STATE OF :'ki 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 ����;�( 33 P-4004 #852X1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS sfpj�p NO`, 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SS 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE,WHITE ROTO SS 31/8"--{ 3/4• I 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 51 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13" ROTO SS 5 11/1'6• 3/32, 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS Z 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC o S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 58201 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS a 1/2 FL JA#RAA 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS 1/16 1239 NORTH PORT,FL 34 NORTH PORT,FL 34288 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1116- HOP 1/2 PH.941-380-1574 45 P-4031-13-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32 SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM �� m-3"� 15 47 P-4043 STRIKE,MULTIPOINT M&M NYLON j BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P4491 REINF.COIL-ALUMINUM,5052-H32 .062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-1505 REINF.CASE.SASH KEYMARK ALUM DING#: REV.: rNL S-6064 GLZ BD.,7/8" MIKRON PVC CWS-161 D OTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 2:1 4 OF 6 8"MAX.O.C.(TYP.) 12 1/2'MAX O.C.(TYP.) SEE NOTE 2 4'MAX(TYP.) f�l SEE NOTE 2 WINDOW SYSTEP7S I\�/I 6-MAX(TYP.) 4-MAX.(TYP.) 6-MAX(TYP.) 8-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 12 1/2'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP. - - 4-MAX.(TYP.) SEE NOTE 2 WWW.CWS.CC ) SEE NOTE 2 4'MAX.(TYP.) 6'MAX(TYP.)- 6• I I 8400 PVC MAX O.C. CASEMENT / (TYP.) 8. 10" (T /7 IMPACT MAX.O.C. / MAX O.C. (TYP.) I , I I I (TYP-) Q Z � Q Z O 14314" i �[ Z WJp Q�ZW X MAX.O.C. w z O? Of--� (TYP.) x LL 1--w Z O�m 2 I /` I ` INSTALLATION \ O O F=-O Q Q w 0 0 ANCHOR(TYP.) IJ c.)a Z 0-Pu)a \ INSTALLATION Z V` O w z 8 U 2 ANCHOR(TYP.) Q F?V g Z w I-=O INSTALLATION 'O V \ T Q }}� O? I I ANCHOR(TYP.) ` co l O K Zv)w�O-jfUI- a - - p wj=-O d= >- - - � x W w�wm 6'THRU FRAME ANCHOR 6'THRU FRAME ANCHOR a ~ D- of a. HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 37x63' ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) ,.`��y ........ FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 37"x 63' SFs�2 v. No 58201 :'A NOTES: A1111 111100% 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ;L-7- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED O MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV.: CWS-161 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) SHEET 120 5OF6 MIN.EMBEDMENT QStEMSM TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. SEE TABLE 1BY OTHERS MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE I 1/4"MAX SHIM WWW.CWS.CC SEE RATE BY OTHERS �0� MIN.EDGE DIST. SEE TABLE 1 MIN.EMBEDMENT 8400 PVC BYRINSTALR REALANT SEE TABLE 1 INSTALLATSEE TABLEI1 ANCHORV LLf� CASEMENT INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND r/�J n FLANGE BY INSTALLER 1/4'MAX SHIM QPERIMETER SEALANT Z w,WJ 0 <H W-0 wETER SEALANT BYINSTALLER W Z O Z F STALLER INSIDEANDOUT 0 F w�Z O W�2E AND OUT INSTALLATION ANCHOR Z Z=`M Q D_'W O O SEALANT HIND SEE TABLE I O OF-O Q=FOf FLANGE BYEIN TALLER SEALANT BEHIND O O w U)z°' a FIN BY INSTALLER Z ZO O O-Z H'U N INTERIOR �1 HORIZONTAL SECTION C HORIZONTAL SECTION Q H Z ZO O t1 Z INSTALLATION ANCHOR } Q O W—=O_ SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE Q 2 ?�ZO cd HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q W LL U, 0JmF- NOTE:ADDITIONAL THRU-FRAME ANCHORS a =a W 0 /n (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE 0 2~of Ww 10 SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o a wRE D l = 1/4•MAX.SHIM EALANT BEHINDi�. FLANGE BY INSTALLER O - h:JC,,y. fi"'.,?� v:: No 5$201 :11 PERIMETER SEALANTEMBEDMENT ♦ *= BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEALANT UNDER SCREW SEE TABLE 1 p� HEAD BY INSTALLER VERTICAL SECTIONgl TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT \ PH.94TION: 1574 �D \ HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16•ELCO ULTRACON 1-1/4' 2-1/2" 6 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: R FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR W FULL THREAD 7/16• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/16• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D 1/8•STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6