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HomeMy WebLinkAboutProduct Approval NiII N Zgeiv •NS g ZLt i<\4 10 DOOM • a,�dtsta8 �� .a 0ctiZ4:1.J�g Sup d �O � �Pn8„ OOa d?1lW wen- s awd � n0 'Wil a (iv ,OvAnda- • 1-103:0- Asli sAo D' VA A - ~ M N YD�" 40 000°to r co �� o �� Yg dC j.er Z` M r i A v Y N �-^ cilW NQ3� ` yZQ ti l, 7 N t 0) 11% 00 to to M x 't N x om" ca "`JtP t X x N to NtO ) N c0 Ls) Lo c4 LO to _ °v x c0 N x x W' CN x rn N N M •N N 13 z O r,1 12 k t6 (J -C•6 Z c00 =I -w = st Z (1 i = ra l.= Nw a� tom ,�s,w �Oz JN 0 Z - 'r= <'= r-us r.:-. j(pm s�9� t..Z !Z l,�, -Jet,— . i 0 Z Z !� !,= r'w d j (S?cD r', !? �N u..--V'— t0 ! ai Z �= •2 r-w r-J t9�yc N !Z .i CO ty*.� ttf ! .. G l,0. = r-w1-1 !c� mz !? .1-to >L., .:'..e. i vet v- a r-w r- ! (0 ! J(n u.-- 0 r t o t r-t,'-(S)9, to .5-1Z0 ,�v� u, 0 !Z'; JN t3- u, go _Jul', tl.---- ,d U M Ci c PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property InformationBuilding Information Owner: RONAOLD&MYRA BROOKS Wind Zone: 170 MPH. Address: 3775 SATINWOOD CT Exposure Category: C PSL,FL 34952 Minimum Building Dimension: 33 ft. Mean Roof Height: 14 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 Int 37 81 7 36.0 -39.2 2 Int 29 38 7 37.8 -41.0 3 End 29 28 7 37.8 -50.6 4 Int 29 52 7 37.7 -40.9 5 Int 29 53 7 37.6 -40.8 6 Int 35 53 7 37.2 -40.4 7 Int 35 52 7 37.2 -40.4 8 End 29 65 7 37.1 -49.3 9 End 29 65 7 37.1 -49.3 10 Int 29 65 7 37.1 -40.3 11 Int 29 64 7 37.2 -40.4 12 Int 29 64 7 37.2 -40.4 13 Int 29 64 7 37.2 -40.4 14 End 29 64 7 37.2 -49.4 15 End 74 78 7 34.4 -418 16 Int 29 38 7 37.8 -41.0 17 Int 29 38 7 37.8 -41.0 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. , Page 1 of 1 7. ..s� b.• :<W : � � �., a.aINDOW&4DOOR:OPENING INFORMATION; } g=y. :•° - - -- - ---- ---- -- - -------- A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET - --Definition of Corner 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 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE DIMENSIONS REQ YM REQ Y/N/NA • 1 Int DOOR NONE FL15210.1 75 75 36.0 -39.2 37.5x81 37x81 No No 2 Int WINDOW 7/8"LAMI IG FL16177.1 70 70 37.8 -41.0 52 x 62 29x38 No No 3 End WINDOW 7/8"LAMIIG FL16177.1 70 70 37.8 -50.6 52x62 29x28 No No 4 Int WINDOW 7/8 LAMI IG FL16177.1 70 70 37.7 -40.9 52 x 62 29x52 No No 5 Int WINDOW 7/8"LAMIIG FL16177.1 70 70 37.6 -40.8 52 x 62 29x53 No No 6 Int WINDOW 7/8"LAMIIG FL16177.1 70 70 372 -40.4 52 x 62 35x53 No No 7 Int WINDOW 7/8"LAMIIG FL16177.1 70 70 37.2 -40.4 52 x 62 35x52 No No 8 End Window 7/8"Lami FL17647.1 70 70 37.1 -49.3 36 x 71 29x65 No No 9 End Window 7/8"Lami FL17647.1 70 70 37.1 -49.3 36 x 71 29x65 No No 10 Int Window 7/8"Lami FL17647.11 70 70 37.1 -40.3 36 x 71 29x65 No No 11 Int Window 7/8"Lami FL17647.1 70 70 37.2 -40.4 36 x 71 29x64 No No 12 Int Window 7/8"Lami FL17647.1 70 70 37.2 -40.4 36 x 71 29x64 No No 13 Int Window 7/8"Lami FL17647.1 70 70 37.2 -40.4 36 x 71 29x64 No No 14 End Window 7/8"Lami FL17647.1 70 70 37.2 -49.4 36 x 71 29x64 No No 15 End _ Door 1" Ann FL15210.6 75 75 34.4 -43.8 74 x 81 74x78 No No 16 Int WINDOW 7/8"LAMIIG FL16177.1 70 70 37.8 -41.0 52 x 62 29x38 No No 17 Int WINDOW 7/8"LAMIIG FL16177.1 • 70 70 37.8 -41.0 52 x 62 29x38 No No Florrta Building Code Online ' i 4 • aer t a. w4 r(' . -viIt i i`,4:40 l#.,1 '.".tti ti ': '' ,�'. .+'s t a ` v` °'-`1115---n•!:7,-':,,�•+i L[� 'c 4. ,tart dr .r ti ;a'i 4�.�.,...:... .�e '�` ` .,"^� ....�..",a�u,,,.a.:n°.....:,»..' -' _.�;3 #9)iXtil :� �Y k;: >.Swl:... ' .,a.,ax.,u. ., .�'..- .....,._........-a....a...._.b.w. .-.,.a- ».,a.�...n..- s..�...�..a" .W�. ...:..�. _.. BCIS Home ' Log In User Registration W. Hot Topics Submit Surcharge�� Stats&Facts i ,Publications ' FBC Staff ' BCIS Site Map Links Search d "i(irid !1, 1 ii, Product Approval ;or _ - USER:Public User Product Aooroval Menu>Application Detail .ur +,i,,, e. FL# FL15210-R6 ,i...„-..,-,:;..'-'1'.., ', . Application Type Revision I ` Code Version 2017 6: , s , : - Application Status Approved I , Comments ! _ Archived 0 I Product Manufacturer Plastpro Inc./Nanya Plastics Corp. 'gg Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 I: • I (440)969-9773 Ext 16 = rickw@rwbldgconsultants.com t, , :r Authorized Signature Vivian Wright • rickw@rwbldgconsultants.com I Technical Representative Scott Johnson F ; Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com I 1 Quality Assurance Representative Ron O'Connell _1 Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 l' ronoconnell@plastpro.com : Category Exterior Doors P' ,, ' Subcategory Swinging Exterior Door Assemblies k,. 1 Compliance Method Evaluation •e.. .m a Florida Registered Architect or a Licensed Florida Professional Engineer I, �: 0 Evaluation Report-Hardcopy Received i 1 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 a , ,ii Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. ( •^ 0 Validation Checklist- Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year .4 ASTM D1929 19916 ASTM D2843 1999 https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL.%2fcMd8xBvDdrXKxpoHldA%3d%3d[I/4/2018 11:40:49 AM] t Florida Building Code Online 1 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTMG26 1995 G 155 2005 I ' TAS 201, 202, 203 1994 fEquivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Eauivalencv of Standards.odf , I ' , ' I ] Sections from the Code I , , 1 Product Approval Method Method 1 Option D ' J k Fl 1 l' ' Date Submitted 08/13/2017 i u Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 v -## Date Approved 12/12/2017 ,, Summar of Products [ FL# I Model,Number or Name Description I` ; 15210.1 ,a. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door- ) Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions ,'4 Approved for use in HVHZ:Yes FL15210 R6 II (b� Inst 5 I .odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i I Impact Resistant: Yes Created by Independent Third Party: Yes , ;" • Design Pressure: N/A Evaluation Reports 1' Other: See INST 15210.1 for Design Pressure Ratings, any FL15 10 R6 AE (b) Eval 15210.1..pdf I. additional use limitations, installation instructions and product Created by Independent Third Party: Yes ,) particulars. ' t 15210.2 I b. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door with Sidelite or i Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) r !Fiberglass Door J Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL15 10 R6 II (b)Inst 15 10 2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 g. i t Impact Resistant:Yes Created by Independent Third Party:Yes -i Design Pressure: N/A Evaluation Reports } ,, x` Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes ,t1 particulars. 15210.3 i c. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) t' i ;Fiberglass Door 1 Limits of Use Installation Instructions `'tI Approved for use in HVHZ: Yes FL15 10 R6 II (b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 I i I Impact Resistant: Yes Created by Independent Third Party: Yes w . Design Pressure: N/A Evaluation Reports J Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.3.odf ., 1 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 Grain/Rustic/Mahogany Series 0 (X-Configuration) =' . I Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/4/2018 11:40:49 AM] Honda Building Code Online r- 3 Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.4.odf : 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 rr4 '.. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports '.'1�Other: See INST 15210.4 for Design Pressure Ratings, any FL15 10 R6 AE (b) E . 10.4.pdf '"`" " additional use limitations, installation instructions and product Created by Independent Third Party: Yes = _ particulars. k 15210.5 i e. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door with Sidelite or I Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door ( Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL 5 10 R6 II (b) nst 15 10.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 t 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 i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. , ] 15210.6 I f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without I Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 1 10 R6 II (12) Inst 5 0.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 x Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports W�°aOther: See INST 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b) 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- > I Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions y w 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 a t Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings,any FL 5 10 R6 AE (b) Eval 5 10.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. l — . 15210.8 (h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed 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 FL 5 10 R6 I (b) Inst 5 10.8.odf IApproved for use outside HVHZ:.Yes Verified By: Lyndon F. Schmidt, P.E.43409 ' i Impact Resistant:Yes Created by Independent Third Party: Yes I 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 .l particulars. i" - . j.1 15210.9 1.i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without , : Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) I Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9.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 15210.9 for Design Pressure Ratings, any F 1 10 R6 AE (b) Eval 15210.9.pdf . additional use limitations, installation instructions and product Created by Independent Third Party: Yes Y x, --I particulars. , , '-.'_ 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) 4 .: Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V V KJZ I QRCFPqu8gbCgpal.%2fcMd8xBvDdrXKxpoHldA%3 d%3d[1/4/2018 I I:40:49 AM] e bode Building Online f d ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.pdf } I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports f�" I Other: See INST 15210.10 for Design Pressure Ratings,any F 15 10 R6 AE (b) Eval 5 10.t0.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes . i 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 FL1 210 R6 TI (b)Inst 15 10.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes -4 Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL 5 10 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 orwithout * I Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) I Fiberglass Door I + Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.12.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 I Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings,any FL 5210 R6 AE (b) Eval 15210.12.odf 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 r s ` Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 5 0. 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 15210.13 for Design Pressure Ratings,any FL1S 10 R6 AE (b) Eval 5 0. 3 pdf r ; additional use limitations, installation instructions and product Created by Independent Third Party: Yes > r 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 F 15210 R6 II (b) Ins 5 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 I Design Pressure: N/A Evaluation Reports ( ' Other:See INST 15210.14 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.14.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'TM an operational window insert-Outswing (X- - I Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.15.pdf �, Approved for use outside HVHZ:Yes VerifiedBy: Lyndon F. Schmidt, P.E. 43409 i= a PP 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 5 10.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 1r1 particulars. haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ IQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/4/2018 11:40:49 AM] i , , Florida Building Code Online Contact Us::2601 8lalr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 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 smells 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 �qa� k" , 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 '1dE Product Approval Accepts: • < _! eCheck � Credit Card Safe ;. secuntyM�-rlucs` https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V V KJZ I QRCFPqu8gbCgpal-%2fcMd8xBvDdrXKxpoHldA%3 d%3d11/4/2018 11:40:49 AMI • i I I I R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 • • .iPi oduct Evaluation Report " „ . ' - ' Report No.: • FL-1521m- . ° ,; `� '" . -• "Date: August 10,2017 Product Sub Category Manufacturer •roduct ame Category Plastpro,Inc. Smooth!Wood Grain!White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"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.61G20-3, Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named erein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the 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 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-15210.1 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-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. See drawin. FL-15210.1 for size and design pressure limitations. Supporting ►ocumen s: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC 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. 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 i Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E., 4. Quality Assurance gQOgd88g1IBRggggg� Certificate of Participation issued by National Accreditation and Management .k,'% BCHM/ 'O, Institute,certifying that Plastpro,Inc.is manufacturing products within a quality ©oma©% %• ..... S...a" .9o��� assurance program that complies with ISO/IEC 17020 and Guide 53. o% m'y,4 C•°•• e, No 43409 t. t. 'tl' CJ : q3 a STATE OF ° 'U "•." ?'. o Lyndon F.Schmidt,P.E. �°d�'t9c,-`�.Ft\.-,:. FL PE No.43409 Sheet 1 of 1 "i,B'iON PA:',/,,44' a�, ;0 8/31/2017 I • pIastpro :.01, A :.., m �pI"::. 5200 W. CENTURY BLVD. •v- 2 ' '�: LOS ANGELES, CA 90045 '��',. *•P T.' >>° Ary lr��„� z o ro o Smooth / Wood Grain / White Wood Grain 7.50"MAX.OVERALL ^ 9 i x Z FRAME WIDTH U N•• Rustic /Mahogany r►, o " o.i 0 oa � Da ' Series 0 Fiberglass Door a "< m a a m INSWING/OUTSWING \ / \ / °Z "IMPACT" / \ \ s as Z� GENERAL NOTES O z \ ' \ / a'i z Fl-, 3 CY o-1 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building ti Zo . Code (FBC)structural requirements including the"High Velocity Hurricane Zone(HVHZ). O o 9_6 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 0cFL-s, w material shall be beyond wall dressing or stucco. ai _ 6 w / \ / a M Q (3c,cn u 3. When used in the"HVHZ'this product complies with Section 1626 of the Florida Building Code and ce LL X p. 8 w does not require an impact resistant covering. ct Fr a \ i' \ / a ce D¢. a 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product C4 x Vo complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. O p x'-,m E This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC b @., o v ections 1609.1.2.2&R30121.2.1. CO m m nc 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry iconstruction. / \ / \ d d z S 1.11.1.1 O 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a R." licensed engineer or registered architect. 5 43 It)00 E. 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do W not meet the water infiltration requirements for the"HVHZ'and must be installed only in non-habitable a a areas or at habitable locations protected by an overhang or canopy such that the angle between o o 2 the edge of canopy or overhang to sill is less than 45 degrees. ^0 ��w z TABLE Of CONTENTS ..o 5. SHEET# DESCRIPTION SHEET# DESCRIPTION i 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE(PSF) N"z u z 2 Door Panel Details 8 3-point lock details CONFIGURATION ;FRAME DIME:02/16/12 = 1 3 Horizontal&Vertical Cross Sections(2X Buck) 9 3-point lock details DIMENSION POSITIVE, NEGATIVE;,: sruF N.T.S. 4 Horizontal&Vertical Cross Sections(IX Buck) 10 Buck and frame anchoringa Dwc.rrv: JK m 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82.0" +75.0 -75.0 6 Vertical Cross Sections(Thresholds) 12 Bill of materials aac Br: LFS gSee sheets 2 for hardware design pressure limitations DRAWING No.: N FL-15210.1 a i) SHEET 1 DF 12 1 is ® Z 1 3O z 13314Sn N O U 1 olaral-1d 's AMN 9NW,YiIa Z solfiiaqu f S5� ,}a-NH3 au No �3s ssoa�1b� a3n s m Nr aa oma 73NVd 21000 �� 'SIN amn i o Z1/91/ZOw Z D'3 O 0"ro �- 1111 ('dW00) e £ m N 1IVB W01109 - a s. . 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EMB.(TM) EMB.(TYP.) 00¢ as d a' ". > _ z v' cp HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION O VERTICAL CROSS SECTION = m Shown Direct to Masonry Shown Direct to Masonry 5 Shown Direct to Masonry N Outswing shown(Inswing similar) Oufswing shown(Inswing similar) Outsw ng shown(Inswing similar) n n o m = z N^Z a ..17.:02/16/12 z sum N.T.S. o on.er: JK m S arc BY: LFS Q DROWNS ND.: 0 s FL-15210.1 a n SHEET 5 OF 12 Y. . ^_'ca R L o:J^p n -c:, Z * a4.O�5 o o, i/ 'y`?� Ft2-0 / ... �\ J O•D m //,,„„t 1 1 l:«�`\\ o n m rr�� g. 0,../•:z (�( ``I' Z U v O Z ,d. NjszE uas ci oa A c?,'t maa(° Pc� �Z EXTERIOR INTERIOR 5 Li _ a d o 2 ix O 0 No Li ° 4 CO CD UI, Z p Pcc n } C7 W HN gi EXTERIOR INTERIOR ° ° ° e EXTERIOR INTERIOR = ° N v %%' Q °a °3. 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H1S90003-PointTont.e" 0 TX BUCK O . a ` • } DIRECT TO© a a o MASONRY �,..1111 -Y Y.3-3 m y 1 U U 1 1.T 2X BUCK 0 •1 1XBUCK O m N N N 1 DIRECT © ® En © MASONRY ` W Wu.,. O = [/ 43 If) RR In 0 r] 1 O O a. `Z 1" 2N 2 I cc! ® j j Q ^ r & 1 STRIKE JAMB N.a g i . N^Z U oair:02/16/12 2 1 0,, scAE: N.T.S. 9 K DWG.BY: JK m' S mac By: LFS 3 0 MULTIPOINT STRIKE PLATE (;;)LATCH AND DEADBOLT STRIKE PLATE DRAWING No.: Tc # � Tongue system FL-15210.1 N n MANUAL RAISED TONGUE GEAR SYSTEMN = 0 SHEET 8 OF 12 9 a • ft:\Olents\Plastpm,Inc PERMANENT\A-Amide Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,9.1 • TL • O w� ..... ,.... :mmirs, /-7 / : 77_ Y •�' .. on , ill�BrfAt ii ‘"-a--- " - t 0 t It t 0 8 0 x On m m �O n 7. 000 0 Jar 7C A q 0 01 I /..•/ t14'•/ (41/ - 0 o a r - 24.25" 23.0" - 15.0" II .S V,.•'erF-Nee••.'. /, No.43409 GGGGGf`�p * ': 2 E 6 B PRODUCT: Dooumento Prepared By: O dNrts.m g • 0 PLASTPRO INC. Lyndon F. Schmidt '%��'•.1.OFROAI�G, ` I� cln D R Z 2 FIBERGLASS DOOR P.E. No. 43409 '1,,IDNA`t O� N y rn 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: CQ BUILDING CONSULTANTS, INC. IN c, k Vi \ 1 3/9 15 UPDATE TO 5TH ED. (2014) FBC JK 3—POINT LOCK DETAILS `�/P.O. Box 230, VDlrlco, FL 33595 b N0, DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA. No. 9813 0.©201 2 R.W.BUILDING CONSULTANTS INC. • - - - - 4-9/16'JAMB O DIRECT TO MASONRY JAMB(TYP.) ````�11 �,� 4" (SEE SHEET 7) �`A. • `. �'� ,o (TYP) 6' i ASS. m / `atj�r °' iJ4 M . (TYP.) -tlia i 4( ° ...1:-- ci n ---• t z a tri`Q`v I• _ gr7` il a z N E- I '',�f/lf*Ills "`` z o m o E SEE HINGE O 2X BUCK .. t. k 8 N O JAMBS a DETAIL(TYP.) O 1X BUCK e 9 z a z �` \S , t0 9m6W DIRECT TO .— o N re 'S m o a MASONRY MASONRY O MASONRY Is- OPENING OPENING TYP.HEAD E o 2 &JAMBS Biso 1•:,',1 FRAME --t z d ? D IA ;tC) •p T 2X BUCK _4-9/16•'JAMB O —O • ® i$ LL 2X BUCK �s m 6-9/16"JAMB 0 h a — DIRECT TO ' sw N m p m MASONRY o 'c u — — JAMB(TYP.) — • 6' o (SEE SHEEP 7) o � o: ¢I co a a A: ADA SILL m VE O ONLY E T e.8 • a • . .a • a ' •• pyo N N N S i BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB IEE:o. w o Masonry construction '^ FE., m CONCRETE ANCHOR NOTES: DIRECT TOt.Concrete anchorlocatlons at the coners may be adjusted to maintain the min. DIRECT TO ¢edge distance to morfarjoints. DIRECT TO MASONRY© MASONRY a2 Concrete anchortocations noted as"MAX.ON CENTER•must be adjusted to ©MASONRY O imaintain the min edge distance to mortar Joints,additional concrete anchors 1 X BUCK O ' ma ma be re wired to ensure the MAX ON CENTER dimension are not exceeded. OilO 1 X BUCK O 1 X BUCK O 3.Concrete anchor table: 2X BUCKII 0 a w ¢ r Y Q w Z c MIN CLEARANCE MfN CLEARANCE 0�I 0 2X BUCK 1111 O 2X BUCK O h o :ANCHOR ANCHOR ? MIN' 2X BUCK �� �` a TYPE .: SIZEEMBEDMENf 70 MASONRY 70 ADJACENT 1 ` • i MN .. ..•.. EDGE .. ...;:ANCO 1X BUCK �l DIRECT TO D�a(i� _=I V• a^z o ©MASONRY �' mit,02/16/72 z Etco DIRECT TO 41) l�� a SCALE: N.T.S. 9 IV. ® 1/4• 1-7/4• r 4• MASONRY O1XBUCK a ULTRACON Dm Ern JK o 2 TAPCON0 • •1 ASH 1-1/Y ® I/ 02XBUCK L A CM ay: LFS 3 13- DRAWING NO.: I.WOOD SCREW INSTALLATION NO7E5' LATCH&DEADBOLT DETAIL HINGE DETAIL HINGE DETAILN Maintain a minimum 5/8'edge distance,r end distance,8 I•o.c.spacing of FL-15210.1 0 I wood screws fo prevent fhe splitting o/wood. Inswing Outswing sr�r 10 OF 12 N O_ ,a i. 4.56" - 4.6" 2" F 4.56" { o .:.,9.... O��. m 2 + I o U ter••X * C�• n riamo, kt cn fn fn • -.� j_ilr .@---, 7�I � II � ''1"4'''*•Its�`�C�_```` i o m o i Imo—2.44"T 2.13" o n z OUTSWING THRESHOLD OUISWING THRESHOLD ' v_ z m z- O POLY FIBER JAMB \ v E m o 30 DLP M R) 34 Columbia High Dam(581) Plastpro V A Pa a 9 `a. 3 VV a 4- m d a m '4 � �o c Ln ? m Z "! 4.68" m 4.56" - n u c ul o: 4.7' I o° 3d v1, i z8 En f�2.36" I 22 z ay) z Iq. 32 OUTSWING THRESHOLD 31 OUTSWING THRESHOLD K P. o g DLP(QOSH) Columbia(575) O WOOD JAMB vr� w o s am '' a z a a A 0 q a ° C2 I En o a - } 5.62" _.Ltas 5.63° a --2.088"---- ii V. e�" 49 U U i : I 'Ur ''... _i I leb\ IIT� v4N s --I 0.52' a_ N 33V. OUTSWING THRESHOLD 38 INSWING THRESHOLD O WEATHERSTRIP O DOOR BOTTOM SWEEP `9` rz w 0 Endura(Z-Series) Columbia Endura Force 5 Foo x P a a 00 .g 5.625" - 4.56" n i 8 n o _ w Z 6®''f i X17 1 4.56" nno r m .... T a1E:02/16/12 2 SCA-EI N.T.S. ° Eti s" 0INSWING THRESHOLD 37 29 INSWING THRESHOLD ADA THRESHOLD on.en JK Endura(Z-Series) DLP(ISM) DLP CNN.en LFS 3 DRAWING NO.: tt s FL-15210.1 •n n 0 si¢r 11 of 12 w a — — e ac BILL OF MATERIALS _r r ", L 04 J__n REM a DESCRIPTION MATERIAL Nii , ( g Q • A IX BUCKSG>=0.55 WOOD 7 z 410,5 o°�-' B 2X BUCKSG>=0.55 WOOD %*•`'' C 114"MAX.SHIM SPACE %.>%*- _.,A �` >> m D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL iiiii�rr i iY�Lr�_,��� o m Z E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE t` V N.-d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 I $ r E m 0 II II o G 3/16"x31/4"PFH ITW CONCRETE SCREW STEEL Q't a vo 5`oa I 1/4"X 1-3/4"PFH ELCO OR 1TW CONCRETE SCREW STEEL a U1"� m a`a v J 1/4"X 3-3/4"PFH ELCO OR 1W CONCRETE SCREW STEEL 9 0 K 1/4"X2-1/4"ITWCONCRETE SCREW STEEL E $z L #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL `W I �d M 3/16"X 2-1/4"11W CONCRETE SCREW STEEL N 3/16"X 2-3/4"1fW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL COMP./VINYL o y 1 POLY FIBER JAMB ci0 .. 2 FINGER JOINTED PINE FRAME WOOD Z w 7 WEATHERSTRIP FOAM FA. J ii a 8 DOOR BOTTOM SWEEP VINYL 5 i o 9 4"X 4"BUTT HINGE STEEL am i J '2 11 #9 X 3/4"PFH WOOD SCREW STEEL ? ¢ m 9 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL 'a '0.1 LI 27 LATCH STRIKE PLATE STEEL ,,m V. 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL ' E 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD e 31 OUTSWING THRESHOLD ALUM/WOOD IS TS Pc 32 OUTSWING THRESHOLD ALUM/WOODN NN n 33 OUTSWING THRESHOLD ALUM/COMP g0 o F. 34 OUTSWING THRESHOLD ALUM/WOOD In 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 - 0 • n 55 #10 X 1-1/2'PFH SCREW STEEL N z 57 BACKING PLATE STEEL ver ' i 1 58 #8 X 2"PFH WS STEEL ^ I- S z 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL DALE 02/16/12 z ESte: N.T.S. ° MG.Df: JK mm S am.BY: LFS 1' ' l ¢ DRAWING NO.: 1} FL-15210.1 2 S O n SHEET 12 of 12 N O E