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HomeMy WebLinkAboutProduct Approval-Exterior Door • Florida Building Code OnlineIt I j x 1 j a `a a r �-v ,' ae ' r - 1 t ', 3 �00:,t ,::,1,"4,0,11t,.....,..,..,, i, I�,,,,,,.,,,.--7.1,-',.f",-,!"-;,', ;,.`', ;sr' iY:2".07,,,-..6 I c rr r 4 ,.4 t" *4i- x;',,' q� i e k,4, ii m ; l.... o. 4a I r HQ;J 1 S $E _^ , ' 4� jij�.i .n 1 1 ,. tt e+�`'t�'�1rt� .� A r.,.bea�RJ„,5iS���.k.-a 4 .��, it ks��+�,� ,r s«r �,� ms's i.� , ',: + va ti +.� , *, i'" rak`7 c.7.'ry zit f� ° x,11 BCIS Home Log In i User Registration Hot Topics Submit Surcharge i J Stats&Facts i Publications i Contact Us i BCIS Site Map ' Links Search ; Florida ° r Product Approval 6; lir + q r .USER:Public User .r'aTt:btYy'aY Product Aroroval Mnnu>Application Detail - FL15210-R6 ,i ., rl / Application Type Revision ;,1 Code Version 2017 :','!.Y..':...,'...' ,"."::.^,- i . Appli'cation Status A Approved '',','..,'.''',4.', ,',"!,''' , n 4sa ,, .,*,,, 4y:J,� '�. Comments ay, ,i .„ 0 )yy) (( a. �.. Archived tri ' ', , ,�bE' Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. s;:w f ��+ LOS ANGELES,CA 90045 (440)969-9773 Ext 16 - xa`. rickw@rwbldgconsultants.com 0 V: ‘,. r k ;; Authorized Signature Vivian Wright ' sry € x` .a : . rickw@rwbldgconsultants.com LU I ca.fd " �' ,, Technical Representative Scott Johnson • a, ) Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 ' _ (440)969-9773 Ext 18 . scottjohnson@plastproinc.com ' a��, .1 t Quality Assurance Representative Ron O'Connell :,i-.''':' V c.' Address/Phone/Email 5200 W Century Blvd. r .1 Los Angeles,CA 90045 e' E : 4j41 4 (440)969-9773 Ext 16 a > 4 ronoconnell@plastpro.com 3 lii,N 8 'i Category Exterior Doors ,.` ° , , , Subcategory Swinging Exterior Door Assemblies 3 s a r� ,i 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida ''%1 Professional Engineer 0 Evaluation Report- Hardcopy Received a ; i ,t s� ° Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report<` Florida License PE-43409 x V .-, , , ,1 Quality Assurance,Entity National Accreditation reditation and Management Institute przc� '" s Quality AssuranceiContract Expiration Date 12/31/2019r� g. I V ' Validated By Ryan J. King, P.E. ,--A D Validation Checklist- Hardcopy Received 1 5,-q , a ;( Certificate of Independence _ _ I •. •_ - - i . - . 1.- - .- - .. irn� � ` Referenced Standard and Year(of Standard) Standard Year la }k kis x* • {yj, r.A2:',4 ASTM D1929 1996 x4,, adP .wy ASTM D2843 1999' ", Iu Vz ' 1 ASTM D635 1998 imps:dfloridabuiiding.orgipripr_app_dd.asps?param=wGEVXQwtDgv3yVVKJZ.IQRCFPqu8gbCgpal.?°2fclvId8xBvDdrXKxpoHldA%,3d°oSdf2/4i2019 12:14:38 PM] r Florida Building Code Online <� 'r ASTM D638 2003 g r� -� ASTM E1300 2004 4- =,i ASTM E84 2005 I, Fti .`s ASTM G26 1995 G 155 w ;5 2005 TAS 201, 202, 203 1994 ; $ � � 3 �Sn3-,4"44- , tt `� _ - Equivalence of Product Standards r 0.04 Certified By , 1� Florida Licensed Professional Engineer or Architect r,,a , r .4tAl4 _EL15210 R6 Equiv (a)Equivalency of Standards.pdf ' Z.4i l„,,c,,,.,.„-",:., s Sections from the Code fie t ,�'� 1 Product Approval Method Method 1 Option D ] Date Submitted 08/13/2017( `r ,t `▪1 Date Validated 09/18/2017 W• „`tet Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 , :,-','..:4410• ,4'7,,',7-d-'''-' 4 r , , Summary of products �r f :x ' , k<' x FL# ,M,,odel,Number or,,Name 11 Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact”Opaque Fiberglass Single Door-Inswing/Outswing I Grain/Rustic/Mahogany Series 0 (X-Configuration) it - " Fiberglass Door . _..... F x ;V, q Limits of Use Installation Instructions S �r,; � Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 1.5210.1.odf k],l' .iy 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 c`1 ''''-'''''''''''"1.44'-',""-"1 Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R.,F .(b) Eval 152 0.1.pdf ..,`A.:.,7°, •";',,xfi ; additional use limitations, installation instructions and product Created by Independent Third Party: Yes (r(�� ,. z particulars. d,• ,a fr , i i 15210.•2 ("b. Smooth/Wood Grain/White Wood 68 Impact"Opaque Fiberglass Single Door with'•Sidelite or r ] Grain/Rustic/Mahogany Series 0" Sidelites-Inswing/Outswing(OX or XO, OXO-Configurations) ° ) Fiberglass Door `i Limits of Use z % Installat on In r ctiens Installation Instructions „ :M'* $�f , Approved for use in HVHZ:-Yes . FL15210 R6 II (b Inst 15210.2 pdf ,”: } ' Approved for use outside:HVHZ Yes Verified By: Lyndon F.=Schmidt, P E 43409:` 6 Impact,,Resistant:Yes Created by Independent Third Party:Yes f t Design'Pressure:"N/A' • _ Evaluation-Reports Other•,See-IN,ST;15210:2for Design;Pressure Ratings,any . FL15?10"R6''AF (b)"Foal 15710 2 pdf'••. ' I = xx t, � additional use limitations,.installation instructions and product Created..by Independent Third Party: Yes I 1 pari t.. it t' ; 'tt 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Double Door with or wit l out 7 t7 r t Grain/Rustic/Mahogany Series 0 l Sidelites-Inswing/Outswing (XX; OXXO-Configurations) ?"" + !Fiberglass Door ar.Y 1 ap 4 _...._....—.— ................ Jj Limits of Use l.. n In \III Installation Instructions �� ,; Approved for use in HVHZ:Yes 1 FL1.571.0 R6 II (b)Inst 15710.3,adf ` Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 e ,7,..t.,...- t,I i Impact Resistant:Yes � Created by Independent Third Party: Yes ,"- F Design Pressure: N/A Evaluation Reports r'' ,'''''''( ''‘O'''',''''''' Other:See INST��15210.3 for Design Pressure Ratings,any li : r r s. ,., additional use limitations, installation instructions and product Created by Independent Third Party: Yes . �� "t particulars. '' x` 5210:4 ' d}Smooth/Wood'Grain/White Wood 6 8"Irl act°l �� __ Glazed t g p Fiberglass •Single Door Inswing/Ou sGrin - - Grain/Rustie/Mahogany Series 0 (x_-Configuration)` ! . _ ; Fiberglass Door k . Limits,of Use Installation Instructions fir, Approved for use in 3 HVHZ:Yes FL15210 R6 II (h)Inst 15210.4.pdf , _ - .. htips:i floridabuilding.orglpr/pr_app_dtl.aspx?parain=wGEVXQwtDgv3yVVKJ719RCFPgagbCgpaL%2feNld8xBvDdrXKxpoHldA%.id"o3d[2'4i2019 12:14:38 PM] i Florida Building Code Online Ei 1 ' ] Approved for use outside HVHZ:Yes Verified By: Lyndon F.•Schmidt, P.E. 43409 I 1 f z M,iA'�.1k1, ! •ImpactResistant:Yes ,• Created by Independent Third Party:Yes ` i .1 i¢¢ Design Pressured N/A , Evaluation Reports 7 -%- Other:=See INST115210.4 for Design Pressure Ratings, any " FL15210 R6 AE (b) Eval 15210.4.pdf t .',2•..A4• , additional use limitations;installation'instructions and product Created by Independent Third Party: Yes, , .• $K, 'particulars. t ',:"..::::r"::::',..,;[:,';'.';r 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite!or ,', Vit;" Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) . .� Fiberglass Door �1Limits of Use Installation Instructions , , x:, Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 5.pdf l'1 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 {� 1,.. Impact Resistant:Yes Created by Independent Third Party: Yes 1. 4„} ” ,1 , y.7;: Design Pressure: N/A Evaluation Reports ! • t; .''' Other:See INST 15210.5 for Design Pressure Ratings, any ii t• = • I •• ;- -` additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed,Fiberglass Double Door with or withiout I X* , .Grain/Rustic/Maho an Series 0 Sidelites Inswing/Outswing(XX; OXXO-Configuration's)' F ) 0I� r `"} Fiberglass Door t ark ' I Limits-of Use Instructions Installation t1� , Approved for use in-HVHZ:•Yes " J- FL]5210 R6 II (b)Inst 15210.6,pdf i s r , * ,, Approved for use outside HVHZ:.Yes - Verified By: Lyndon F. Schmidt, P.E. 43409 ; i -,€ 'Impact Resistant:Yes Created by Independent Third Party: Yes ' ,}r' ,, ^ Design Pressure:N/A. Evaluation Reports ' t',..,, ' V x -Other:See INST 15210:6 for Design"Pressure Ratings; any FL] 11" t• i •• _ , 5210.6.pdf. `; additional use limitations, installation instructions andproduct Created byIndependent Third Party: Yes 1 � i : �, ' 4 P ` particulars. ' • l.i`; ,4 15210.7 I g.Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door-Outswing(X- n y `+} Grain/Rustic/Mahogany Series 0 Configuration) .,..,,, ,,,,i,',0441!4`,.-':',",;Y,1 Fiberglass Door rz:>V t Limits of Use Installation Instructions .: 71,--,,,.:1,:', Approved for use in HVHZ:Yes Fl 15710 R6 II fbl Inst 15210.7.pdf ? Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 :: "1 = Impact Resistant:Yes Created by Independent Third Party: Yes f " ,i Design Pressure: N/A Evaluation Reports t ` ` i �„- Other:See INST 15210.7 for Design Pressure Ratings, any .__ _ • • ._ , .. _.I •• y sd „; E fr additional use limitations, installation instructions and product Created by Independent Third Party: Yes ;X � particulars. •— -- I :e �� 15210.8 h. Smooth/Wood Grain/White`Wood 8'0'Impact!'Glazed Fiberglass Single Door with'Sidel[te or €>i 4 a R 9. 9 r r .� • Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or-"X0; OXO-Configurations) 1 Fiberglass Door '';,..1',"; ',,::q4,',W,'-'-',.;,:;, ;i Limits,of Use Installation Instructions ? # a k 1 Approved for use in HVHZ:Yes FL15210 R6 U (b)Inst 15210.8.pdf *M; Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 1 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 0- S2,t0 R6 A (b Fval 15210.8.pdf • R r additional-use limitations, installation instructions and product Created by Independent Third Party: Yes i, k X i particulars. X1 Y f .,. ,�, , I, , ,' 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without € ,4'` .1 Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) ' ▪ ';;1 !Fiberglass Door 5 r �tLimits of Use Installation Instructions .1 r :b Approved for use in HVHZ:Yes FL]5210 RQLII (b.)Inst 152t0.9.pdf ,„,-..-,,,,''.,,,'",,,-•,,:v..",",01,,, ,,. , Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 it, ,t ,.; ." 'i - Impact Resistant:Yes Created by Independent Third Party: Yes i ( � • � Design Pressure: N/A Evaluation Reports Z.:. , 0 a Other:See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.9.pdf •• • . try r ' additional use limitations, installation instructions and product Created by Independent Third Party: Yes • E " ? particulars. ▪ V'. 15210 '.10 ' j.Smooth/Wood,Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing,(X 1. 1 ,al • ', Grain/Rustic/Mahogany Series 0. Configuration) • is . 1 Fiberglass:Door i r ▪. 'Limits-of Use - Installation Instructions , Approved for use in HVHZ:Yes - FL15210 RFLII (b)Inst 157L0.10 pdf ' 1 Approved for Use outside,HVHZ:Yes. Verified Lyndon F.Schmidt P.E. 43409. , hops::itloridahuilding.orgipripr_app_dtl.asps?parmn=wGEVXQwtDgv3yVVIJZIQRCFPqu8gbCgpaL°o2fcMd8xBvDdrXKspoHldA 3(1%3d[2/4i201912:14:38PM] • 1 Florida Building Code Online i , : ptrr' 3 , Impact,Resistant:Yes Created by Independent'Third Party: Yes . i Design Pressure N/A .. .• Evaluation,Reports. V41'2,`;'4441,1,11. ' Other See INST 15210.,10 for Design Pressure Ratings, any EL15 Q R6 AS (b)Evai 1521.0 10.pdf 4 l'' ' a additional use limitations, installation instructions and product I Created by Independent Third`Party '.Yes ` <n?a1 particulars.: .1 i aft — — _ _ —_________T„ ,,x i 15210.11 — I k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or 1 � $1 I Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations) kr r3 1 Fiberglass Door il Limits of Use Installation Instructions M1 ti. ' Approved for use in HVHZ:Yes FL15?10 R6 II (b)Inst 15210 1j {cif_ f '`'u ala Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 l , a ,, _'I Impact Resistant:Yes Created by Independent Third Party: Yes taea� e Design Pressure: N/A Evaluation Reports j li .3 a Other:See INST 15210.11 for Design Pressure Ratings, any FL.1.5210 R6 AE (b) Eval 15210.11.odf 1.„49 additional use limitations, installation instructions and product Created by Independent Third Party: Yes 3particulars. pffi���'`V i _..... ...... ...... 15210.12 1. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fi Double Door t �;�.� � f pber lass Dwith or without :t. ,, . • i Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO- Configurations) ; Fiberglass Door i — , _ I,; ` ,',,f ,, Limits of Use •; �� - Installation Instructions — i� i ,;$:A3 ° "'",� 1 'Approved for use'in HVHZ:Yes FL152�10' R6-II (b)Inst 1.5240.12. df I 1 .Approved for'use outside:HVHZ Yes Verified By:Lyndon'F. Schmidt, P.E..43409' ' , 1 r'0,12,4441.91ta 4�. , :Impact Resistanta'Yes Created by Independent Third Party: Yes I l -i Design'Pressure N/A '? Evaluation Reports, ' : ' G ,, , Other:See INST 15210'.12 for Design Pressure Ratings,any FL1521.0 'R6 AE (b)Eval-15210.1?-,odf ' ' I 1 1 ; 04' l ,additional use limitations, installation Instructions and product.: Created by-Independent Third Party:Yes s a�r a particulars.. ._. _—_ .._ _._ --_ Mt, 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) 4110,1 Fiberglass Door ,,, � ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.5710 R6 II (Ill Inst_1.521.0.13,odf x k Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 • ° I�.f Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 'I ' Other:See INST 15210.13 for Design Pressure Ratings,anyFL15?10 R6 AE (b) Fval 15210.13.pdf '``, <" additional use limitations, installationinstructionsand product Created by Independent Third Party: Yes 1' pkparticulars. x FSurfii 15210:14 n.Smooth/Wood Grain/White Wood` 8'0 Impact"Opaque Fiberglass Double Door with— ace Bolts t a . Grain/Rustic/Mahogany Series 0; on Active Door-panel-Outswing(XX,-Configuration) I =,a Fiberglass Door , i I s ( _T. �....:_ 1. r":".V.I'is,,,„:.,;:,f1,,,11,1,:::::-..,,'":-:';:i. .': Limits of Use , . iInstallation Instructions I k1 3 _; Approved for use in HVHZ:'Yes I Fl 15210 R6 II (b)Inst 152L0.14,pdf iii , Approved for-use,outside.HVHZ:Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 ,:'''..t.:',..'-:.-..7.',....7Impact Resistant:,Yes, Created by Independent Third Party: Yes 1 ; p� "� `1 Deign Pressure N/A ' _ _' ''. Evaluation Reports 1 =E, 1 1 , Other:See INST 15210.14'for Design Pressure Ratings, any FL15210 R6 AE (b)Eval 15710.14.pdf. n 11'.1 �.��,��� additional use limitations, installation'instructions and product Created by Independent Third Party Yes is r particulars.; — _ — �_.... 1, '• 15210.15 i o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizingthe ay. A; P 9 9 i Grain/Rustic/Mahogany Series 0 WINDSERT'"'an operational window insert-Outswing(X- '` z i l Fiberglass Door Configuration) , 4 a Approved 1 Approved for use s ,� �,� Limits of Use Installation Instructions t � "'.r�ha � � ' for use in HVHZ:Yes FL15210 R6 II (b)Inst 1,6210.15.odf " '' pp outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Y ' "` ," µ Impact Resistant:Yes Created by Independent Third Party: Yes z t' , -, '$} Design Pressure: N/A Evaluation Reports "= - , Other:See INST115210.15 for Design Pressure Ratings,any FL1.5710 R6 AF (b) Fval 15210.15.pdf ,e P',* additional use limitations, installation instructions and product Created by Independent Third Party: Yes f particulars. I ;,rte a d, �",-+' (x�' t ., F ' t " rl. _ Contact Ur••••2601 Blair Stone Road.Tallahassee FL 32399 Phone 890-487-1824 b '. b �- - ; -:+r,ti n m 4, The State of Florida is an AA/EEO employer Coovrioht 2007-2013 State of Florida.:•Privacy Statement::Accessibility Statement•:Refund Stateme l... I lutpsaitloridabuilding.orepripr_app_dtl.asps?pecan=wGFVXOwtDgv3yVVICIZIORCFPquBgbCgpa ll,02feN4d8xByDdrXKxpoH1dA%3d°.3421412019 12:14:38 PMI 1 Florida Building Code Online °is >i ' . , t ,.'.';.I 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 -` ..x" 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 'ri rf' 9% ,1 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 yi4 �i 11{ , ',Q} x ::, provide the Departme t 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 i i i_ .^' , § °i,. Product Approval Accepts ,, tip �t Baa..: t: nchecr 1 ==1 r; R � rr, s.I °l, # 1 .. Credit Card d Safe F"5 ilti-S f ' �9. as._ ".aster .,. L,t . ,..-?..::-..,...,.-.vi i i https:Irfloridbuilding.org/pdpr app_dtl.aspx?parmn=wGEVXQwtDgv3yV\KJZIQRCFPquBgbCgpaL%2felvIdB8BvDdrXK.epolIIdA%3d°63d[2i4/2019 12:14:38 PMI R W R W Building Consultants, Inc. B Consulting 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 "t-0 "�� � a rr rrs �0 Product Sub Category` Manufacturer Pro. "l_ Category , Plastpro,Inc. Smooth!.Wood Grain!White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic!Mahogany Doors Los Angeles,CA 90045 Series 0 Assemblies , Fiberglass Door g 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 herein. Limitations: 1. This 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 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 debrisprotection this product complies with FBC Sections 1609.1.21& R301.2.1.2 and does not:require an impact,resistant covering.This productmeets 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-2xstud 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-15210.3 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 areasor 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. :. S-e dr-wi g FL- 5210.3 for size and design pressure limitations. upporting Docume 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. Miami-Dade NOA Materials 17-0712.05 Saflex PVB Interlayer(Eastman Chemical Company) 16-0314.11 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by. Signed&Sealed by ", E No.FL-15210.3 RWBuilding Consultants,Inc.(CA#9813) „„t.,%- .r - . `,. Lyndon F.Schmidt,.P.E. 4. Calculations Prepared by. 4 _ ! , Signed&Sealed'by Anchoring -RW Building Consultants,Inc.(CA#9813) , ,, ' '.. -4.!--... Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. ,- 4 ,; -, 5. Quality Assurance 1 `2 p t,,-. Certificate of Participation issued by National Accreditation and Management p Institute,certifying that:Plastpro,Inc.is manufacturing products within a quality To assurance program that complies With ISO/IEC 17020 and Guide 53. V.,-,,I> A £^-'r ,''4§ "nom AN* A, .-' ,* e c ' ae.nn,,F,`« �" Lyndon F.Schmidt,P.E. &E}9;;; �;%"1' FL PE No.43409 -"tgatItmuu0,-5 9/18/2017 Sheet 1 of 1 f L- i;', :;'.:,',W,,1 1 .0 P Ste re i.."..V 4, al N IS%...,,:-._d 2 5200 W. CENTURY BLVD. 4".., • ••yy; 8°M • G♦ J O f0 l0 LOS ANGELES, CA 90045 - 152.0"MAX.OVERALL FRAME WIDTH - I/'U 1 '00%•%% o ro m m 37.5'MAX. 4 ri 4.0"MAX.OVERAL --- FRAME WIDTH a" Smooth / Wood Grain/ White Wood Grain 1--- FRAME WIDTH •c, ° z o z 1.5"--_.� o Em o m o \\ a N,c,'. =d=m % Rustic /Mahogany / 11* Cit IBJ r.--111110 / « 4� m d a F. Series O Fiberglass Door J Z Q 3 ' - - F E 8 W d INSWING/OUTSWING H w= a �Ta Z. O w > I "IMPACT" o•= O -I r e-_- 0 �InIn GENERAL NOTES �0 „O-, X 0 X �„z "F �_ ^x. t - o o-+ 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code (FBC) N m / / ?o zto structural requirements including the"High Velocity Hurricane Zone"(HVHZ). co LL �/ : ai j' / J a n. m �! ., 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall I � w cn En i� be beyond wall dressing or stucco. am tr,a U La j .3. When used in the"HVHZ'this product compiles with Section 1626 of the Florida Building Code and does not o 0 E w W. require an impact resistant covering, rc a a a 4. When used in areas outside of the"HVHZ'requiring wind borne debris protection,this product complies with FB ®® ®® } ir Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile ' "m 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. v v T P2 For 2x stud construction,anchoring of these units shall bet e same as tha shown for 2x.buck masonry El x x n 4 LL construction. ®1[1 ®® E ZS �uN cn i 6. Siteconditions that deviate from the details of this drawing require further engineering analysis by a licensed w w o engineer or registered architect. XX iiir. 7. Outswing configurations meet water infiltration requirements for"HVHZ".All other configurations do.not meet o o cc the waterinfiiration requirements for the'l-VHZ"and must be instated only in non-abitable areas or:at w w 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. ca 0 MAX DESfGN PRESSUREIPSF) ' z TABLE OF CONTENTS ^3 z ° CONFIGURATIbN FRAME SWWG Er1DURA gsrRAGA/• Dra 4srRAyAT coluMalA AsrRAGAc SHEET# DESCRIPTION SHEET# DIMfNSiON r�I 5 $ ,pQS P,OS_ -NEG P.03. _..NEG.,._ii a°i iso I Typical elevations,design pressures&general notes 11 3-Point lock details 0 ( " " n D 2 Door panel details 12 3-Point lock details NSWING +60 0 -60.0 +50.0 -60.0 +50.0 -60.0 _ci z Nr 3 lSite framerpanel details 13 Buck and frame anchoring(XX) 7.4.0"x 81.13" OUTSWING +60.0 -60.0 60.0 -60.0 +50.0 -50.0 DA 02/16/12 ? 4 e details and glazing details 14 Buck and frame anchoring(OXXO) 5 Elevations 15 Astragal details sour ° 6 Horizontal&Vertical Cross Sections(2X Buck) 16 Astragal details 152.0"x 82.0" INSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 DNc �; N.T.S.• • 5 7 Horizontal&Vertical Cross Sections(1X Buck) 17 Astragal details OXXO 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 18 Components 152.0"x81.13" OUTSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 °Hs•er. LFS DRAM NO.: 9 Horizontal&Vertical Cross Sections(Direct to Masonry) 19 Bill of materials N 1 10 Vertical Cross Sections(Thresholds) See sheet 2 for hardware design pressure limitations FL-15210.3 0 c SHEET_I OF 19 N D ‘vo%I 1 41l i I 1 4 v - .3 1/4 ..::'‘ .•• s'..4&': LO --..- 1- 07 2.8" . s EXTERIOR L.:zi q, R tti...isdP ox it— CAP ,0:§ ... .ic iclEzer8 ,an., g .4-;:o::::5 0.4"—I _......__ „_, , • . -. • • - .- - 1 1::-,,t..fs..... ....,;% gzst2 ,-, ",,, PP TOP RAIL (PVC) III .-'1,.4.*:. ::;',I .- : :••...;; •••:1':.' ..• •:';•-• '.;:.:: '..-IIIIIIININ INTERIOR 1.4,`:..:.'i..:...:s•:::••:•- . I 'II ,(,51 a LATCH STILE(LVL) '....::...f•.::::.:i: ---7-`1\11\1;;;:1411 :\P. :(4:::: 1511 i HINGE STILE(LVL) 1.•?.. ji CAP(PVC) .. _i_ .64.. (1)HORIZONTAL CROSS SECTION LI ItLii! tn 2 ct --4- ... •.• '-'' •ci. `C t.'71 oc, t 35.75'MAX 0.A. z cz, a Wi IDTH 1 I ••••••-• o En 5, d.......• .•• 0 ki ..aro 0 6' I 1 d INTERIOR EXTERIOR . c.) n a 0 6 c' \ .P _ (...) .ip,f . 44A00...,iiiiiii0:';:::....:':.:: ::::...:::: ;•;:?...::::.:S....i:"::.10: :i.::..;iii:;;: FOAM CORE I •.•:1;..• a. (1)— g-. -, / '' / ,0- (POLYURETHANE-- ...i*P...f!...P.1.#1,?Pc:f:.::::.:..:.:;::::':::i:i:i?.::0i:• •§:C•....Y:APP..f..!.• :..:';....:',.4 ::ai:Z:i?::::.•::Riatiiiii01:::: a 1.9 PCF MIN.) NI KNOB: SIGNATURE SERIES KWIKSET ±60 : ..,.- ; m . •.13•,T,,;...,,r,r,,,,_,\SIGN.ATKBALJ. •80 1 1 KNOB: "F"SERIES(F51) 4..•• :: E d o SOILAGE ±60 I ,......- DEADBOLT: "B"SERIES(B60/62) v) I / \ / \ct 7 x • PAMEX LEVER: L3 E• FIBERGLASS SKIN6,6 z ki Lu o SEE HARDWARE TABLE N., DEADBOLT: FD7 SERIES ±60 (0.125'MIN.THK.) H E HOPPE MULTIPOINT LOCK: HLS9000 3-POINT TONGUE ±50 64112 tiLd19- E , • z= V ' SEE HARDWARE TABLE END URA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) ±60 BOTTOM RAIL Zs! (COMP.) 7.-q 0. r \ / \ N...,6 ... '4 See sheets 8 and 9 for mulllpoInt lock details. E , , 1 • • . L9 2 2C)VERTICAL CROSS SECTION Dm 02/16/12 ' m aa tSCALE N.T.S. li' DWG.ey: JK M CNK.00 LFS - cl DOOR PANEL E;. \ ./Plastpro I Fiberglass DRAWING NO.: N ft-15210.3 6 %mu 2 Of 19 0 9- ii RNOlentsrlastpro,Inc FERMANENTV,-Florida Product ApprovalAR.-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-DrawIngs1PL45210(2017)\FL-3.5210.1-6.dwg,3.3 R r) 1.75" 4 ---6 •A AIM — [...- 41 ... ..1 ,} • • P "1---* < si .E.7. :;'..'.'!1•:. .• . • . . .... 79.25 O.A.HEIGHT - '-?. •:` • • , 411, • ..... 1:-. s,-....1----•:. 1r14111111111111111111-11-- 1 1 ,.., . ...., .. , ,.._,...___. ..... . . ,...„,,,,.,,,.:-..., •. ., ... IL A ... )I1. Z L.--'_. _, .,---- m z,.... , , n 1 a. , 0 t.." rn g I it OF r : - 0 z Is- ii• ."•; ."%,I. --) .... . , ;°-'..:'....' ..• • ...:,:' . .'•, ''.. ....:... „4 cy, . o .4t 1 ... .—.... ... ... ...... .... . ........ .... . =NE t 4 CO ..... 0 7 po , < . rn --I , sa. .. 7 ' ' ..i . 1•' ..;. ::::-11-111:_,11,, n . ... ,•. .. 1,....in ..1...i., - • •.- .. .. —• :*.' ' .. . - '.• Millik- • • - • • • - - • 0,..... •,. • 1.. f....t.,•••• •• ,-- ---- ---- -1.„..,-_ .• -•.•./ • -". .° . • . •..., - •'____,__.".._:__ .:_...-...,!_,.,:....___....._._-* ;or 111 ;'''-i......1..„- r- :-- ..-- ......., to g ,.... ,. .-. 0 4 1.2 0 _ 12' ,-1 ". Z r$1 0 - • 0 11:11::tiVC:11:ZCii‘: , I ‘,01I1IfItilo, „,‘".*.....1:1 t.1.11..t 4 fi ic.‘./.4:... : No.43409 ZW-14-.—Iff i * t .1 %. i R 3 g , p 1 - ; g _ PRODUCT: PLASTPRO INC. O000monts Prepered 9,,.. to,,,1111,%. ErrAlcmr 1 %..5. Lyndon F. Schmidt s, ..............14.4, - FIBERGLASS DOOR P.E. No. 43409 ItA E71 X '' -., cb 2 7/24 17 UPDATE TO 6TH ED. (20/7) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. 8 i4.-...„ 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK R74 i P.O. Box 230, Valrlco, FL 33595 fra 14 n'; NO DATE BY SIDEIJTE PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. I 24.22"MAX. ```tt�tit ,,4r`r,''''i FRAME WIDTH 5/e"GLASS BITE '�` O' n 20.50" D.L.O.WIDT STRUCTURAL SILICINE(DOW 995) `r' t 01 oJ-ci M EXT. Ny a * $;�'z n 1"OVERALL GLASS THK. :�i. Z »`.y �' g m i , ' U 1/8"ANNEALED GLASS N 1.86" r 1.86"-� '', '•... • �lriy� o m m i L'O ' I'-"'" 0.090"SAFLIX®PVB "//// ......`,` z o o ...�� � rrr nett m INTERLAYER g v n •; _ J?: „= 1/8"ANNEALED GLASS f II !�0 9 a z°d x 0II: �.: 4 • ;� W ' og omoa w = 0 I AIR SPACE t = c w - Cr • (TYP.) 1 (` I 1/8 TEMPERED GLASS 9 LLa m a`a„m J EXT.FRAME INT.FRAME 6 ALUMINUM SPACER A3 A4 E a z o ¢ NON STRUCTURAL SEALANT a� #7-19 X 1.3/4"PPH SELF-DRIWNG SMS S ' ' aG••ZING DETAIL INT. °- cr r. J¢ 1. ZO N. I -2 o I F- J UTEFRAMEtA$[E m �? 4.25'__..1 MAX RESIGN `� g (np•) MANUFACTURER RRESSURE{PSF) am ic wo > ODL UTE FRAME ODL +75 j¢ O .- 24"MAX. E —FRAME WIDTH^ RSL ±60 a a o 20.75'MAX. ,;m M D.L.O.WIDTH 1,1 O 00 ` O 112"GLASS BITE— :I m1 § W W O F. 1-1/4"OVERALLTHK GLASS STRUCTURALSIUCINE(DOW995) FF N w1/8"ANNEALED GLASS o c w = 0.090'SAFLl7C®FNB ` ~~ P. O Q INTERLAYER \ Q a 1/8"ANNEALED GIASS - ����( -"( --i •) �J'\\\ 1.59 in jo �J/ I. ) 1.06"- v— w gr2" AIR SPACE ''�iJC, A o ......yr o 5 zo '1,- -4 1/8"TEMPERED GLASS %_J ���`I� n� z in a 1/7'NON-GROOVE SWIGGLE I I a....J,J N^z o p w/DELCHEM#80 POLYSULFIDE l`i S DAM 02/16/12 = i _j 1/8"BACKFILL N.T.S. #10 X 1-3/4"PPH WOOD SCREW A q" INT. G2 GLAZING DETAIL (";...\EXT.FRAME A6 INT.FRAME SCR P ov c•c' JK m e h-- cwc at LFS t4" 1'Y P) DRAWING NO.: N Is RSL LITE FRAME FL-15210.3 o %EU 4 of 19 il R:\Olents\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,5.3 \ - / \ .Q / \-...-./ ' / _AX/ \ / \ / . / \__/ (--P. / N / \ /,--\ 4. P W / ,__,„ 9D / \x, „ /__„... 4410. \ / ..411, I ID , / , , „ /___„. 3 . ..,, ,,,, ,..,...., . O , ,,,., I. . , a. , / ,0 „ ,__,„ , / \x/ \ \ / \ / �/ / \ /- - , /__„ I a • r \ / 0 / \ / , 4D 0 .5. ---,:-.,......... I 0 o v � le ,, i I l I\ts1111111]' , ..-,. cHM,o'ym ' T000414 B F B PRODUCT: Documents Propane( By: O•: alnitor .1 $ Ico g g I FIBERGLASS DOOR P.S. No.TPRO INC. Lyndon F43409 Schmidt ���/",,'ONA�tVr,\\\ o ro 2 7 24 17 UPDATE TO 6 ED. llllll II L -1 rn / TH (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. T,'o � to� 1 3/9j15 UPDATE TO 5TH ED. (2014) FBC JK {mom P.O. BoxI rl VCl/�// 230, VDlrico, FL 33595 COIW ha NO. DATE BY E-(NATIONS vt' Phone No.: 813.659.9197 REVISIONS FOPS C.A. No. 9813 ' 0 2012 R.W.BUILDING CONSULTANTS INC. 1 _ _ I 1 _ 0 �—��.► Note: `s,U iii 0 1.Sidelite assembly screws located6"from top and .`��••• * : /..12/.. ��' m bottom then 5 more equally aced(7 total). .` / 2.Spacing for Item L•3"from each end — �' '• ,o c Oand @center line(3 total). O .-.1-'44 A o J.d M O p :fa I. CO:�'=LL� 0.15'C-SINK © ° v w °7 z utc!Ep` 6; °. i ;;�r111111\, ~ zOmz.a ° 11111 NMI IIIII11117 - z c o ` v— O xz°5 b. ci <neuu��oemm�. - I ° INTERIOR 0 -�:E+ O 'm l 4 a CO d a 1/A/� r 1 00 �.� — o Ta r r : ' O 00 SEE NOTE 2 O z o z H UO Ti, • • 0 EXTERIOR EXTERIOR INTERIOR h C - o"1 •• zoo E3 0 o INTERIOR % EXTERIOR o m "—cn a 1-1/4"MIN. 0 �� s EMB.(TYP.) 55 VERTICAL CROSS SECTION W < =o C)VERTICAL CROSS SECTION am m6 Outswing shown(Inswing simlar) re c'I lO HORIZONTAL CROSS SECTION ®..-- Outswing shown(Inswing similar) o y 6 Outswing shown-Inswing also approved 1-1/4"MIN. a a N EXTERIOR 0 0 ® 0 00 EMB.(ITh) o INTERIOR m 0 . . V . INTERIOR 0 s 0 '° v o SEE NOTE I O P fa • o 'RIZ . 1jj1j At it.,,k... O 0 0 EXTERIOR 0 EXTERIOR , SEE NOTE 1 N¢ a 0EMI. 3 0.15"C-SINK II v i O HORIZONTAL CROSS SECTION ITl P) F� N^z 0 rF 6 Outswing shown-Inswing also approved • 0 0 SCALE. N.T.S. W O© 0 0 S , N.T.S. DWG.er: JK m °HORIZONTAL CROSS SECTION • 0 © ce BY: IFSg. Outswing shown:Inswing also approved DRAWING NO, ce Shown with 1K reinforcement 4O HORIZONTAL CROSS SECTION N FL-15210.3 - 6 Outswing shown(Inswing similar) a SHEET 6 OF 19 N Note: `0��``"`'*", ��4 1.Sidefite assemblyscrews located 6"from top and bottom then 5 more equally spaced(7 total). O F..: 4, o $4..17.: m n 2.Spacing for item L:3"from each end and @ center line(3 total). _V§ . ( u g.Q-z e', 0 ° e �Ny Z ;�?pery~ °'°p ,� ° ":/..,":.... '. �5� aZZ 87 o n • — '''1-/•1.!no``` 62j;4 0 OmelliiiIII U N O n 0 0 ��—:_ O Z d A v o C1 o z 4 0 � • l`\V " Em omo0 \, LO J C W 3 - l `� V� E 4 =Ota T a maEE M • 0 I £i1fi.�, " w r. °, 00 CD j IUB - c= O °• O© ° o JG. v ° JU q \ ., `�I!li. 11111111 ' ° EXTERIOR .1 INTERIOR Gm 0 a 0 w� 0 .° • I •i� INTERIOR o �m r �i ;; Ill 3 VERTIC L CRO S ECiION m •Q� _ A S S I�� 7 Shownw/1Xsub-buck ( : or,,'„ 6 I� g shown(Inswing similar) o_m V Nu' ►` O U " �Bill 4, ///. \\.�� a v° ii ` O o ° EXTERIOR 0 °°o ,,m E SEE NOTE 1 ° © ° ° la q I-1/4"MIN. O0 0 " °p °•' °ITEMB.(TYP.) n ° n^ r 1-1/4"MIN. NN EMB.(TYP.) —/� us EDHORIZONTAL CROSS SECTION 22 HORIZONTAL CROSS SECTIONO �� O z a W W 0qShown w/1Xsub-buck 7 Shown w/1Xsub-buck G y Outswing shown(Inswing similar) Outswing shown(Inswing similar) ` •m o D- SEE NOTE 1 "sr z O 00 n� EXTERIOR INTERIOR N_Si a DATE 02/16/12 z 4OVERTICAL CROSS SECTION S N.T.S. 7 Shown w/IX sub-buck me.ar. JK m Outswing shown(Inswing similar) mac ar: LFS . DRAWING NO.: a s • FL-15210.3 0 e4EEr 7 or 19 a • .. R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\F1-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,8.3 © O © N J o N °.cnmr° a poO € ° lag ° .3 N R z' e 11111 , 3.a CT On n •'=^� �jY A tea• (�D Z11)CI '° ai` I` 111 •OO 3. m `� O o e ©O . A m g O P a- s?. P, v 0 CD o 7.3 9 o_ os--0 ID co S.-. z fCO o om r 441 ..,,„ inr3 0 Q o CI 0 D 0 rn m e O rn O 07 W ]Di AZ � o°QO �s<m a °° ° �vn \ °rn , tO_.a co , oyn \= 0y \ 4 �m — O ~ O mI O 3 zzO z ° mzo MI m- A III ., O p ° 0 1-1/4.MIN. EMB.)TYP.) - • 1-1/4"MIN. EMB.)TYP.) \\t111111171,// ,•\‘` CH/y�/ F,S /'' �' LZ. i No.43409' PRODUCT: Documents Prepared By: 1,15.110. BIIUCVF /• `_ PLASTPRO INC. Lyndon F. Schmidt ..�• RtOR10R•'��. Im I FIBERGLASS DOOR P.E. No. 43409 ''/sS(ONAL 6�` O c- vi\ 1 3/915 UPDATE TO 5TH ED.17 UPDATE TO 6174 ED. (2017) FBC JK 2014) FBC JK PART OR ASSEMBLY: r� BUILDING CONSULTANTS, INC. Ito W HORIZONTAL & VERTICAL CROSS P.O. Box 230, Valrlco, FL 33595 IJ NO DATE BY SECTIONS DIRECT TO MASONRY) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2016 R.W.BUILDING CONaULTANTo INC. I L• MAX. f 1.S' = :. ‘11S. M co_ m 1.25' \ l'itAX .S �' t ll—1 E d 2 3w 2.• z' _ .0• a�lZ_Z MIN. m _.] m =U' * n �. �� 0 �' MIN. © u.. MIN. ", 0 OI _ z .00—'*. v o 0 p161® • 0 0 c V .. r .,!� t „I .7 �'N v. a E. amo oa .. o. j j ' . O ,\ , to lata / a O z E o F / \ SEE NOTE 2 � v INTERIOR EXTER.� • EXTERIOR INTERIOR RIOR o° � A% / INTERIOR Z Et 4O VERTICAL CROSS SECTION �$ 2 g Shown Direct to Masonry. O VER •1 CROSS SECTION °VERTICAL CROSS SECTION o rr -. Outswing only w/4-9/ amb 9 Shown Dire •Masonry Shown Direct to Masonry zo >o d Double Door Only(N/Aw/Sidefites) Outswing only • •9/16'Jamb Outswing only w/6-9/16'jamb B, on `'he-.,m - o Note: w N . 1.Sidelite assembly screws located 6"from top and bottom am a L'._4 6 then 5 more equally spaced(7 total). M ze ccz 2.Spacing for item L 3"from each end and @ center fine(3 total). g O 00 V w ao a 0 0 »} g O -. 0.:,.i. m , ? f.Z t i, ry INTERIOR .! y v N Q IL p W W O F31 _ INTERIOR INTERIOR a ea, to auk=1\o\\\\a\�` Q© m 00 ii, „„fOr„.....1-1/4"MIN. ilhir:'Pl:rk,:x � n a m EMB.(TYP.) N. -- - -D I�\\\\\" \\ .', .. �w 4 Nva 1.5 EXTERIOR il 0 I . u ^n o 'm z 0 NV 1-1/4"MIN. EXTERIOR EXTERIOR C O �� 0 a z EMB. SEE NOTE 1 I 1-1/a"MIN. '•TE:02/16/12 °z EMB.(TYP.) sc*se N.T.S. :95, 2 HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION Dwo.ee JK _ s" 0 HORIZONTAL CROSS SECTION 9 Shown Direct to Masonry. 9 Shown Direct to Masonry. Shown Direct to Masonry Outswin on w/6-9/ jamb Outswing only w/6-9/16'jamb LFS i d' Outswing only w/49/16'lamb g only DRAWING NO.: s Double Door Only(N/Aw/Sidelites) N FL-15210..3 a B ,, • _,�� _ i} - SHEET 9 OF 19 .0 c I i I I . i RACIentsVilastpro,Inc PERMANENTV1-Florida Praduct ApprovalsW1-15210 tiVH2 Raerglass-Impact Opaque and Glazed\C-OrawingskFL-15210(2017)H.-15210.1-6.dwg,10 I 0 li 0 Z 0 2 rn _ xi 0 4 m 1_4'1' I fro r , . Or ilf•-'"iiin i ... . ' 4 < 0 10 0 17' m ..4 (c)n n1-- ,,,,,,,p,,,,,,,, . . CA gl 0 i .., .k1INWilltlISP:M111-..r.,,, ...; CO) ' 0 .•' ' iA . 0 mmx070l -i I-1/4"MIN. 0 EMB.PP.) al' ID' 8(.`.• . .. , , ir a 0 . g 0 • 1-1/4"MIN. EMIL PP.) 0 • •. S' ,...,< .. °. 1 gr, -A it,cr, 1 .., 'MI\\11\\WV.WM,". .', 4 t' Ya ,n . a f.-- . AI -‹ 0.rn "11 g ' . 0 0 ` . ..1 Z 0 0 1-1/4"MIN. 0 -• i EMS.(TIP.) 0 0 . 0,0 , 00 74 ,.c zg3 m-2 4? :. ' '' i 0 A , &. 01 m ...., 0 x, 1: lundundiquie tn P. 73 ,. . 4/11/Winlintiffin --• 3 al— . -.1 0 " . '6 ',": • 1.0, u) . A rn 1. 0 •. '.,.. .t 0 ,,,,„, z al . w •. °. ..., i 0 0 % EMIL(TYR.) I 5 1 , 1 1.1/47MIN. ‘0,01illtili4, EMB.PP.) ‘....‘‘GEN8.i••••• '. t.- Z;'-,,C___;,,". .* i* .11 I , PRODUCT: PLASTPRO INC. Documents Prepared By: 1„,111001.%.. SiAmx.e. 1. .... **>4"..,..tiORIPtos*C;,$. Lyndon F. Schmidt ,,,...61, ...... ...,4, ,...„ I 'I N § N . 2 FIBERGLASS DOOR P.E. No. 43409 g' Zil g Z..s• fifItIlill"' o IV" :--, qn 2 7/24/17 UPDATE TO 6114 ED. (2017) FBC .JRPART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I: 8 `A IA ''..... 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC .1k <RT.P.O. Box 230, VoIrloo, FL.33595 L p , M NO DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FOPS CA. No. 90313 0 201 2 R.W.BUILDING CONSULTANTS INC, ( • 1 1 1 I RACIIents1PlaStpro,Inc PERMANENTIA-Florida Product Approvals\FL-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.drig,11 > z C OVERALL HEIGHT PO HANDLE HEIGHT t I rri , SD . _ Z ....•„„,..°0 I- a 0 m T -, v$ 10.04" ...-4 T cocci -,--", a . . I la' 1 1... ° M C=Z3 © - 4.63' G 43 %g -11-;\_,„„,„,„ ---, , 0 1 Li A 40 ,f-rs i Jar flt-"\ 0 4k... (C, , •N , 8.82" ET o W /) co — ° 0 r- --) 0 r 1 k.1 • 0 - 1 rrt M , 0 , 0 0 1 ID 0 ..." ....dii ../ ., ---,-..imiri.smommit- a---•smimmine,. .,---r-7-pm is, - 41.7' - I 0011111(//to , No.43409 It 1. , : - „:7 1 -A g ., PRODUCT: PLASTPRO INC. Document,Prepared Hy;".... 1.. blAlUidT. Agi IF.r.2.dotrilo.F.4171crdt 1 7 6 R p • 2 : _ FIBERGLASS DOOR '.' .,,,&_t s'••..A Z,..0 m....0..1;..••:tt. woNAt.v.„ ititillito i.., 0., 2 7/24/17 UPDATE TO 6TH ED. (2077) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. L... p `-• 5.0`,. 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK l'o L. No NO, DATE BY -.) 3—POINT LOCK DETAILS e.R1/11 P.O. Box 230, VolrIco, Fl. 33595 Phone No.: 813.859,9197 REVISIONS FBPE CA. No. 9813 0 2012 R.W.131.111-05NO CONSULTANTS INC. 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,12 I • Z Cr2 G.,> , ; Z MI .I�I ISI fire, MI .1 c" MI V ri Q o i o o 0 O to 't iar 0 D i fb ^ Pa y V DI 4 O F- 24.25" - 23.0" 15.0" - I • \``‘*.SCH "i f / ' I No.43409II- „..„, G-.) �Ce * I* r P 4 PRODUCT: Document.Prepared By: arnl6Q • o PLASTPRO INC. Lyndon F. Schmidt ''.............. �',........... 29j?!..•.....`� z ro FlBERGLASS DOOR P.E. No. 43409 /...... �‘‘` IR 01 D Z „n1iiit • y rn 2 7/24 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I_, O y 7; cn N. 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK 3—POINT LOCK DETAILS eRTIr P.O. Box 230, Valrico, FL 33595 m �+ IV NO DATE BY Phone No.: 813.659.9197 REVISIONS _ FBPE C.A. No. 9813 @ 201 2 R.W.BUILDING CONSULTANTS INC. DIRECT TO 4-9/16"JAMB (SEESHEET9 MASONRY A B 1 ' Y SEE HINGE ���,r,`,",'*""�''/��// N___ ,. I. f 4 (TYP.) MI '� F 31 DETAIL(TYP.) it 7"3 r_8" nyp.)1 rii -7- Z A'{..hoz N N �j Q cd 0 O 2X BUCK SEE DETAIL 2 za a //�rrrrt I1111r��� n":71 m i m TYP.HEAD c, o MASONRY &JAMBS MASONRY�1 O 1X BUCK 'Ten \ ^e Ern oma v a OPENING OPENING _ ODIRECT TO — ',, \` Ni o ua Ela 9., r MASONRY VVV a N"> >o m FRAME 4-9/16"JAMB (�( 6 m Eck w Fl n _ 9 LL 2X BUCK f g JAMBSD 6-9/16"JAMB N DIRECT TO �� 'to U _ _ MASONRY© a° d CD O DIRECT TO 2X BUCK f? ) MASONRY IX BUCK© tri TYP. JAMB(iYP.) != O O z '' — — — CC SILL (SEE SHEET 9) — v 0 l 2X BUCK `111 , I _... ,,......, 1 Zp Q ,..., u _ II illi TI �S DI m `"x SEE DETAIL 1 r a BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB HINGE DETAIL3 cc o 2 o R m a XX XX DIRECT TO Inswing a Qa MASONRY 110 E -, m Q 1 X BUCK© O �' U U in � . © 2X BUCKO c.c. iz EII r - . G� (NI DI IA il Eill 11 W ci O Fri2 DIRECT TO o occ CONCRETE ANCHOR NOTES: LATCH&DEAD BOLT DETAIL ©MASONRY HINGE DETAIL R.- 1.Concrete anchor locations at the cornea maybe adjusted to maintain the min. n edge dstance to morforloinh 1 X BUCK Outswing o 0 B 2.Concrete anchor locations noted as MAX." ON CENTER"must be adjusted to j j = 'g maintain the mmn.edge distance toa mortarjoints,additional concrete anchors 2X BUCK r. a maybe requved to ensure the"MAX.ON CENTER'dimension are not exceeded --- -- - - - - - - --- ---- ----- ------ - -- -- - - ------ - ---- - ---®---------^.- i -- - P 3 Concrete anchorfable a a a 94NCltOR ANCHOR - MIN MTN-CLEARANC/; MIA'GtEARANCE: 0 n n O q TYPE SIZE EMBEDMENT TOMASgNRY TO.ADIACENIi: Cat m Z .. . .:.:. :......:..... ......... .SEDGE .-::ANCHOR 'z. r sv Z Do Z RW a 1/4" 1-1/4" 2" 4" IMINo TAPCON _ p DATE:02/16/12 z .�`ULTRACON6 1/4" 1-1/4' r -~ 4"N SCntE: N.T.S. m Owc.ern JK Ilw a 3/16" 1-1/4" AS SHOWN 1-1/2" DETAIL I DETAIL2 DETAIL I CHK.BY: LFS 3 P: TAPCON Astragal throw bolts Attach astragal throw bolt Astragal throw bolts Ti,-„: WOOD SCREW INSTALLATION NOTES: at the threshold strike plate to frame at the threshold DRAWING NO.: Al I.Maintain a minimum 5/8"edge defence,1"end distance,&1"o.c.spacing of FL-15210.3 wood screws fo prevent the splitting of wood. (Ong) as shown (Inswing) SHED' 13 0E1_9 N a u `````T11surrT+N'9, MULLION q `.% r 4"( ) 4" (TYP.) 7 (TYP.) 1 y -x. Til...3=_Z n 4"(TYP.) B., P) (TYP.) _6:ff ••i* 7§?.=-LL N ,.:., '''''''.. .„, ., ��8"(TYP.) rt..- Li (TYP.) f 3"(TYP.) f(TYP.) 7 z »4:el 11 I I I I 1 1 I I I l -► - I I I I I I I I I I I I I I l. - T..„. f ��� ,6.".COS >> m - a SEEDETAIL2 a t,,, mC)N.:Z MASONRY O m - \,Fa L B = _z o Z o n OPENING _ TYP.HEAD O o a-, -a orn`a 9 &JAMBS - - 0 2X BUCK - TYP. SEE HINGE a sn m d a E 2X BUCK 8 1X BUCK MULLION DETAIL(TYP.) c z T O X BUCK 6-9/16" N _ I . E o JAMB I 3 12 a C iii '1d (� O MASONRY —IRECT TO -1- v' d - 5 t h _ TYP.HEAD - O - DMASONRY - &JAMBS TYP. co ry `'U • OSILL JAMB(TYP.) 'v�? Ed O I- (SEE SHEET 9) ^0 1- _ 1 I I 1 1 l I - O o ¢ 1 o s \ SEE DETAIL 1 orn 11-6-- cc sBUCK ANCHORING ASTRAGAL STRIKE JAMB aoo` FRAME ANCHORING -oxxo oxxo SW N ut. aco <11 C~7 O M e o m fro O�11 O O I O a a m ID (10 'jHINGEJill • W O F. U1 N LATCH&DEAD BOLT DETAIL HINGE DETA HINGE DETAIL G3 N Inswing Outswing o 0 CONCRETE ANCHOR NOTES: ark DIRECT TO EI.Concrete anchor locations at the corners maybe adjusted to maintain the min. MASONRY edge distance to mortar joints. 0 0 G2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to ©1X BUCK a i maintain the min edge distance to mortar joints,additional concrete anchors maybe required to ensure the MAX ON CENTER"dimension are not exceeded B h i u 3.Concrete anchor table: - - - - - - - -_- 2X UCK__- --_- __- rn I� Q _- _ Le. ANCIIQR ANCHOR MIN -.'MIN CLEARANCE MIN:CLEARANCE E� : n ro m TO MASONRY 70 ADlAC�NT S �7 .::TYPE ;SLZE EA)'BEDMFNT:. - 1�. • z ..:.. ...... .. . :. . ...EDGEc .:'ANCHOR �� n Z o° RC - 1/4" 1-1/4" 2" 4" �_ sce 02/16/12 i TAPCON o ELCo 0 sc LE N.T.S. !L' ULTRACON® 1/4" 1-1/4" 1" 4" nwc.Ilr: JK 5 S e 3/W 1-1/4" - 3" 1-1/2" Q TAPCON® DETAIL I DETAIL i DETAIL 2 OK B+: LFS WOOD SCREW INSTALLATION NOTES: Astragal throw bolts Astragal throw bolts Attach astragal throw bolt DRAWING NO.: w s 1.Maintain a minimum 5/8"edge distance.I"end distance,8 1"o.c.spacing of at the threshold at the threshold strike plate to frame FL-15210.3 9 wood screws to prevent the splitting of wood. (Inswing) (Outswing) as shown sN¢r 14 or 19 N O d 1 R:\Olencs\Flastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Rbergtags•Impact Opaque and Glazed\C-Orewings\FL-L5210(2017)\FL-15210.1-6.dwg,15 II I I 1 lI _ I - 2.88' " PI ti 61 . , ic-{2 , . I r� O n I ... • ,o 0 P y I , 1 ro O at I ca I v I cla5. Co J , O , V 0.573" lI 0,1 ill 2 •'Ilma -Ofli.iO -•L aDn !zr. II`II I - 11" 0.050' O 1 00.31" • . m gaca 3i$ m ta Rica; NwU 1 CO O 2.1o 1, � y NI `1```111Ja111/ZIT'' /�^ 1 No.43409, — L%"4_,77ist. nus*uF •:*_ PRODUCT: ooaumenta Propered By:...-15\ :� �T` PLASIPRO INC. Lyndon F. Schmidt 'ii +''• O1t1R.' p`.� 1 N FIBERGLASS DOOR P.E. No. 43409 "1/'2IONAL1 �\\` O Cilo . \ BUILDING CONSULTANTS. INC. ii N" -i 2 7/Z4,17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: @�7�� i p ,i In\ 1 3/9/15 UPDATE TO 5111 ED. (2014) FBC JK VII P.O. Box 230. VDlrteo, FL 33595 Ia w w NO DATE BY ASTRAGAL DETAILS V Phone No., 813.659.0197 REVISIONS FBPE C.A. No. 9813 l 0 2012 R.W.BUILDING CONSULTANTS INC. 1 1 R;\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ R6erglass-Impact Opaque and Glazed\C-Drawings\R--15210(2017)\FL-15210.1-6.dwg,16 ` I I I i. 1 WI .n r O- V 0 "I D-D TOP CT r�-' o a O 1.75' n- 2.75" • } • y I N t • ® • I . El3 3 '• C ' 0o t. U o � 6 o 3 v og O 00 • e 0 A u ID . 3� d _ � -- C ; r 0.51" Q 5 xm II 3o O < ni 8 3 '' P oa 0 W. W WN N 07 V y N y O , A N ; N y Q o y p i �' y , 1 ILxr 0 I } i 0 y �u!11-.---5/161 BOTTOM 00111`•‘‘�F;.gHM/�ri#/ No.43409 �7T� * •7*= L-/I 3j 2 0 2 IF P _ PRODUCT: Document.ProPared By: �U.t•�•. e A C). •!�1[Jj_�l��2 I o PLASTPRO INC. Lyndon F. Schmidt "...We'• 0R19,••'•(j`�-'.iii I� E . \ FIBERGLASS DOOR P.E. No. 43409 "/, /oNA`t \\7 o to " .. rn 2 7/24 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IO r P7 N. 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, VDlrico, FL 33595 � �+ y N NO, DATE BY ASTRAGAL DETAILS vV Phone No.: 813.659.9197 I REVISIONS FOPE C.A. No. 9813 02012 R.W.BUILDING CONSULTANTS INC. I • R:\Qients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ F6erglass-Impact Opaque and Glazed 1,C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,17 I �n C TOP a1 1 EL 2 -tan v l _H A-A • 54 p Kt I y A 2.65'—.-I I j r' 111, 1 isV Lq W y 4=-1 1 7.2 °o a;0LI oo f�1i ova ti 0 I 2 • o. c ___II____ c ® 0 n ___I Fes—0.32" 3 ; = 8 i',. IT-Al. ,s,:i . iii ° ? Li co ?it I 1 P, cr 0 I CI \ ,11lilltri o _ 4 o117.5 y I 111 r13e O 33r b0 0.50" 11 . . f 1 1 ' t 1111- a X50 7r W 3 7 c 3 BOTTOM 1 \,,. e•P-Noi:.Oj I No.43409 Lr7-'P� St.— * B**/ F4 4 PRODUCT: Document° Prepared By.- . 'SIAM kn. 7•W= t'1 FIBERGLASSRO INC. Lyndon F. Schmidt '�i�'1-'•�0�0''•''CO `' I o N DOOR P.E. No. 43409 / S O °�\' Iv o, o z '���/l1idALtt'�� o " , 2 7/24117 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. T r. !.11y l\ 1 3/9/15r UPDATE TO 5TH ED. (2014) FBC JK ASTRAGAL DETAILS � P.O. Box 230, Valrico, FL 33595 IfCa IV° o NO DATE BY Phone No.: 813.659.9197 • REVISIONS FBPE C.A. No. 9813 , 0 2012 R.W.BUILDING CONSULTANTS INC. 1 1 . 1 IMIlents1Plastpro,Inc PERMANMA-Florida Product ApproveNT:15210 HVHZ Fiberglass•Impact Opaque and Glazed\C•Drav1ngsV1,15210(2017)1,FL-15210.1-6.dwg,18 46 i I 1.4" 1.25" —1.75" -•.‘ 1— ---1`..' g,oz :P- i'g .z... 1 x Di E 0 . = 6 o o o 6 6 6 El 1 -1- J J_ h _ f" ( ---1 -..—.25" I----1.5"--- , —1.75' 4.1 N...... , -. .. ..., g 4 Ef Z ri 1 1 III3II J;MI I: 'k..:„.......\\ .98" 1 a , ,0 "2 0 0 ; .....i; ,,..., 6 o 1 ' I- I 1.3" 1.4" , 1.2" I I--- . Li) I.•, --0.65.— 0 o ... ,TII 97.0 4 .., ao a- x 1 to to f g' l 0 4' I t. 05 --1.5"—*--- 0 0.07' 1 o va — 0.937' M 1 1 c3 1 . [..... 4.—...I—J 0 . ce, I 1.25" n I---0.28" 3 1 t I 0111111/ii,, •\‘‘‘v'OCti./V/h"r z^ i No.43409 1 * : .7.. 1 ,,,, pig 0 g PRODUCT: PLASTPRO INC. Documents Prepared OA JO ... --OTP0E Or .1,4LF Lyndon F. Schmidt -4,;•••:19:etl:,.W . q • 0 FIBERGLASS DOOR P.E. No. 43409 / eIONAt.ST,.‘0‘ I Co FA!S N.. /11/1110 q ..! 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. L ",_, 1 3/9/15 UPDATE TO 5TH ED. (2014) FSC JK eR(141 P.O. Box 230, Voirlco, FL 33595 II' 61 h 3-NO, DATE BYPhone No.: 813.659.9197 OMPONENTS C ©2012 R.W.BUILDING ConisuLT...wro INC. REVISIONS KIPS G.A. No. 9513 BILL OF MATERIALS 66 CONCEALED STIFFENER ALUM ```N�‘1������C'I:rNrr��''� ITEM# DESCRIPTION MATERIAL 67 SLIDE BOLT ROD ALUM :•6C.:-. O m A 1X BUCK SG>=0.55 WOOD 70 ASTRAGAL BY ENDURA ALUM __�' 6.. %i n B 2X BUCK SG>=0.55 WOOD 71 BOLT RETAINER(9-3/41 ALUM =V-1 v•* 5 g.<` C 1/4"MAX.SHIM SPACE 73 SLIDE BOLT ROD STEEL ? 2 *4'.:O� -- D 1/4"X 2-3/4"PFH ELCO OR 11W CONCRETE SCREW STEEL 80 ASTRAGAL BY COLUMBIA ALUM ._ y'--., .....-,e?.:,?yam 'C E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 81 FLUSHBOLT RETAINER ALUM CONCRETE 82 FLUSHBOLT RETAINER ALUM ''',,,r//rrj r� �� ``` Z o o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 o n z 83 FLUSHBOLT ROD STEEL N.„ 0 N '' F #8 X 1-1/2"PFH WOOD SCREW STEEL d G 1/4"X 3-3/4"PFH ELCO OR O W CONCRETE SCREW STEEL 88 2X REINFORCEMENT SG>=0.55 WOOD (� E s m m o T. H 3/16"X 3-1/4"PFH UW CONCRETE SCREW STEEL ��a N n -o t m I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m d O.I, K #9 X 2-1/2"PPH WOOD SCREW STEEL fC�° z L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEELCu M 3/16"X 2-1/4"OW CONCRETE SCREW STEEL o 3 0 N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL S. P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL J Nr. 2 FINGER JOINTED PINE FRAME WOOD cio s 7 WEATHERSTRIP FOAM o� i 8 DOOR BOTTOM SWEEP VINYL g5 m 9 4"X 4"BUTT HINGE STEEL No w o 6 11 #9 X 3/4"PFH WOOD SCREW STEEL am a 22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL Ij O: m 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 0 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL ° 28 DEADBOLT STRIKE PLATE(SECURITY) STEELle mca g 29 ADA THRESHOLD ALUM U(J 30 OUTSWING THRESHOLD ALUM/WOOD m 31 OUTSWING THRESHOLD ALUM/WOOD N a^ 32 OUTSWING THRESHOLD ALUM/WOOD s "� 33 OUTSWING THRESHOLD ALUM/COMP dd z = 34 OUTSWING THRESHOLD ALUM/WOOD W W 0 (71 Fl 35 OUTSWING SIDEUTE ADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP o o 37 INSWING THRESHOLD ALUM/WOOD w E. 38 INSWING THRESHOLD ALUM/COMP a a Q. O 0 39 INSWING SIDEUTE ADAPTER VINYL >O. Z DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR _ __ _ ^ m �n $ CONSTRUCTION DETAILS .......,:c C. Z 13 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR 'N o CONSTRUCTION DETAILS 55 #lOXl-1/7'PFH SCREW STEEL N-z u '' 57 BACKING PLATE STEEL DAIS:02/16/12 z 58 #8 X 2"PFH WS STEEL scan N.T.S. ° 60 MULTIPOINT STRIKE PLATE STEEL ,,DWO.BY: Jm' a 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL CHK BY: LFS 3 i 65 DLP ASTRAGAL ALUM / OWING NO.: a FL-15210..3 N .11. a O - SHEET 199 or 19 R