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HomeMy WebLinkAboutUntitled (6) PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information , Owner: RUBEN&REBECCA ESQUIVEL Wind Zone: 170 MPH. Address: 115 W ARBOR AVE Exposure Category: C PSL,FL 34952 Minimum Building Dimension: 25 ft. Mean Roof Height: 12 ft. Risk Category: II i 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 80 7 36.0 -39.2 2 Int 39 49 7 37.1 -40.3 3 Int 39 49 7 37.1 -40.3 4 End 33 80 7 36.3 -47.6. 5 Int 35 48 7 37.4 -40.6 6 Int 36 49 7 37.3 -40.5 7 Int 36 37 7 37.8 -41.0 8 Int 35 23 7 37.8 -41.0 9 Int 73 37 7 36.3 -39.5 10 Int 36 37 7 37.8 -41.0 11 Int 36 36 7 37.8 -41.0 12 Int 73 37 7 36.3 -39.5 13 Int 36 49 7 37.3 -40.5 14 Int 36 49 7 37.3 -40.5 15 Int 36 49 7 37.3 -40.5 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 :a':` WINDOW & DOOR OPENING INFORMATION. .' . '' . 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 SHUTTERS (-)PSF (-)PSF DIMENSIONS MULLION REQ Y/N NUMBER or Interior OR DOOR NUMBER (+)PSF (+)PSF SIZE REQ Y/N/NA 1 Int DOOR NONE FL15210.1 75 75 36.0 -39.2 37.5X81 37x80 No No 2 Int Window 7/8"Lam' IG FL15780.8 55 65 37.1 -40.3 54x76.5 39x49 YES No 3 Int Window "8"Lam'IG FL15780.8 55 65 37.1 -40.3 54x76.5 39x49 YES No 4 End DOOR NONE FL15210.1 75 75 36.3 -47.6 37.5X81 33x80 No No 5 Int Window 7ie.,Lami IG FL15780.8 55 65 37.4 -40.6 54 x 76.5 35x48 No No _ 6 Int Window 7/8"Lami IGFL15780.8 55 65 37.3 -40.5 54 x 76.5 36x49 No No 7 Int Window 7/8"LamilG FL15780.8 55 65 37.8 -41.0 54x76.5 36x37 No No 8 Int Window 7'8"Lami10 FL15781.11 55 60 37.8 -41.0 73 x 63 35x23 No No 9 Int Window 7'8"Lam'lG FL15781.11 55 60 36.3 -39.5 73 x 63 73x37 No No 10 Int Window 7/8 Lami IG FL15780.8 55 65 37.8 -41.0 54x76.5 36x37 No No 11 Int Window 7/8"Lami IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 36x36 No No 12 Int Window 7'8"Lam'1G FL15781.11 55 60 36.3 -39.5 73 x 63 73x37 No No 13 Int Window 7/8"Lami 10 FL15780.8 55 65 37.3 -40.5 54x76.5 36x49 YES No 14 Int Window 7/8"LamiiG FL15780.8 55 65 37.3 -40.5 54x76.5 36x49 YES No 15 Int Window 7/8"Lami IG FL15780.8 55 65 37.3 -40.5 54 x 76.5 36x49 YES No 1 ,' Florida Building Code Online ASTM D635 1998 ASTM D638 2003 . , ASTM E1300 2004 ASTM E84 2005 i '+ ASTM G26 1995 G 155 2005 w o TAS 201, 202, 203 1994 +°f & "_k Equivalence of Product Standards ,.-t-4‘.."<,‘; � ` Certified By• Florida Licensed Professional Engineer or Architect '.'4...,,,-4',-:."'e. .r1P . ` FL15210 R6 Eauiv (a) Eauivalency of Standards.odf :4,:,...,.,7.1,. -. Sections from the Code '. $., ,, Product Approval Method Method 1 Option D • . * `� ,a Date Submitted 08/13/2017 " _ ADate Validated 09/18/2017 µ" Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 .t h Y,� Summa of Products. _ :` !#11: 1.:'1.1...,..,71'8..114'.".,:4..:i:;,''',!.114).41 FL# Model,Number or Name Description r"" i,17.,"415210.1 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 = Approved for use in HVHZ:Yes FL 5210 R6 II (b) Inst 5 10.1.pdf -'�4 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 l 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 0 R6 AE (b) Eval 15 0.1.pdf 4 _ 1 additional use limitations, installation instructions and product Created by Independent Third Party:Yes " particulars. 'fr; 1IS 17 .I" 15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or '1 Grain/Rustic/Mahogany Series 0 Sidelites-Inswin Outswin OX'or XO. OXO-Confi qurations Fiberglass Door , . Limits of Use - Installation Instructions Approved for use°in HVHZ:Yes . ' FL15210 R6 II (by Inst 15210 2.pdf , �" Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes 0,4 4 : Design Pressure: N/A Evaluation Reports 744P�1 Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 "R6 AE (b) Eval 5 0.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes ' �" ; particulars.- • i 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without x Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) '- Fiberglass Door Limits of Use Installation Instructions '`:. Approved for use in HVHZ:Yes FL15 0 R6 II (b)Inst 5 10.3.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.pdf r, d" " additional use limitations, installation instructions and product Created by Independent Third Party: Yes r‘":4;*,:_* 3 particulars. ,=< F ,rte 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 I haps://floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDgv3yV V KJZ 1 QRCFPquSgbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3 d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online ..� 7 Limits'ofUse. ,', m - Installation Instructions %f ' ' Approved for use=in HVHZ:Yes FL15210 'R6' II (b)Inst 15210.4•pdf- -i Approved for use outside HVHZ:Yes • Verified By: Lyndon-F.-Schmidt, P.E.43409 ✓ 'tImpact Resistant:Yes - Created.by Independent Third Party:Yes X14 :' s Design Pressure: N/A" , . • Evaluation Reports • i'. �;' Other:See INST 15210.4 for Design Pressure Ratings,any - • FL 5210 R6-"AE (b)"Eval 15210.4.pdf ,� 6 additional use limitations, installation instructions and product Created by Independent Third Party: Yes ...e',"';,;.*• �`* :� I ",. particulars.15210.5e. Smooth Wood Grain White Wood 6'8 "Impact"Glazed Fiberglass Single Door with Sidelite �, l,.. �„, 4; / / P 9 9 or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) , " � � Fiberglass Door "^ �i •, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) nat 15 10.5.pdf ,y Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 '''''',4">4.:.:,,,,f,s ,, e> Impact Resistant:Yes Created by Independent Third Party: Yes *« % "'-4,-,-,'..,,,i4: Design Pressure: N/A Evaluation Reports stf " Other: See INST 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.5.pdf ,- �d �, additional use limitations, installation instructions and product Created by Independent Third Party: Yes , 4; particulars. 5 15210.6 f. Smooth/Wood.Grain/White-Wood 6'8"Impact"Glazed Fiberglass Double Door with or without �a Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 5 10 R6 II (b) Inst 15210.6.pdf s Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes 'S. Design Pressure: N/A Evaluation Reports -";-- Other: See INST 15210.6 for Design Pressure Ratings,anyFL15210 R6 AE (b) Eval 15210.6.pdf • � , 9 9 , p A additional use limitations, installation instructions and product Created by Independent Third Party: Yes � ,: particulars V V „° • , ,,.k•' 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- p a�` Grain/Rustic/Mahogany Series 0 Configuration) -, Fiberglass Door ` ` Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 152 0.7.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 F 15 0 R6 AE (b) Eval 19 0.7.odf .• additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • ' r x,?44. , 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or 1. Fiberglass Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) � a ,,' Fiberglass"Door 1 `,„lig Limits of Use . ' Installation Instructions ,y, - Approved for usein HVHZ:Yes ;f . FL15210 R6 II (h),Inst 1 5 1 i •- rte,.. ,f ,, , Approved for use outside HVHZYes Verified By: Lyndon F.Schmidt, P.E.43409 ',r Impact Resistant:Yes .Created by Independent Third Party:Yes ref Sqs 4`` Design Pressure:`N/A Evaluation_Reports kms t. f",,-. ,,,, ":4.,A,',4:�• Other: See INST 15210.8 for Design Pressure Ratings;"any FL15210 R6 AE (b)-Eval 15210.8.pdf - 1 additional use limitations, installation instructions and product Created by Independent Third Party:Yes • l• eparticulars. ,^ 15210.9 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) Fiberglass Door ' _ ,a;., Limits of Use Installation Instructions q; 4.,:', .....3::#1:67''. '} Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9,pdf * t. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 , i Impact Resistant:Yes Created by Independent Third Party: Yes a,�'°-"ar r,, Design Pressure: N/A Evaluation Reports „,•" 0V ." 4 Other: See INST 15210.9 for Design Pressure Ratings,any F 1 10 R6 AE (b) Eval 19 10.9.pdf � .," V,..1.1 additional use limitations, installation instructions and product Created by Independent Third Party:Yes lc € ° -41, particulars. gt ' 15210 10 - j. Smooth/Wood Grain/White•�Wood 8'0."Impact"Opaque Fiberglass Single Door-Outswingp(X - ,_ .-; Grain/Rustic/Mahogany Series 0 Configuration)- _ 1 ' P s - Fiberglass Door i https://lloridabuilding.org/pr/pr_app_dtl.aspx?paramwGEV XQwtDgv3y V V KJZ 1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3 d%3d[1/4/2018 11:40:49 AM] I Florida Building Code Online f Limits of Use Installation Instructions ,w x Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.pdf i l ,,p 7; 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 I pP" '^' " Other See INST 15210.10 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15 10.10.odf - • additional use limitations, installation instructions and product Created by Independent Third Party:Yes G " pro particulars. * , � 15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or r V V . a Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) ' V , �*. a Fiberglass Door *ilk�. ' � ,,$ - Limits of Use Installation Instructions �+A. ; f,, Approved for use in HVHZ: Yes F 15 10 R6 II (b)Inst 15210.11.pdf ._ % Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i;' *`a Impact Resistant: Yes Created by Independent Third Party: Yes a Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings,anyFL15210 R6 AE (b) Eval 15210.11,odf .j additional use limitations, installation instructions and product Created by Independent Third Party: Yes t; z particulars. 15210.12 I. Smooth/Wood'Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without 0 1 _' Grain/Rustic/Mahogany.Series 0 Sidelites-Outswing (XX; OXXO-Configurations) .'+ ! Fiberglass Door - - 0144,--" Limits of Use Installation Instructions �` r "Appr'oved•for use°in HVHZ:Yes"" FL 5 '10 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 t *� Design Pressure: N/A Evaluation Reports ":" t.'171'''''7',� "'a Other:'See INST 15210.12 for Design'Pressure Ratings,any FL15210 R6 AE (b) Eva! 15210.12.odf additional use limitations,installation instructions and product Created by Independent Third Party: Yes a,1 ; 1 particulars. • V, ;' tt 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door with Surface Bolts f '44 Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) -r �k, Fiberglass Door ir Sir # u" ; Limits of Use Installation Instructions 1:. ,...*!"-- rA,'"%-- --,,:t ,A,,,,.... Approved for use in HZ:Yes F 1 10 Approved for use outside fHVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 41:t t � Impact Resistant:Yes Created by Independent Third Party: Yes A44- , Design Pressure: N/A Evaluation Reports ., .7 $ s,, ,.' Other: See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.13.odf ' �: additional use limitations, installation instructions and product Created by Independent Third Party:Yes 1 r " .. particulars. . "..' 15210.14 n.Smooth/Wood Grain/White Wood. 8'0 "Impact"Opaque Fiberglass Double Door with Surface Bolts _. Grain/Ru`stic/Mahogany Series 0 on Active Door panel-Outswing (XX-Configuration) , 7- , Fiberglass Door , 1.10.-r.,,,-,'.,',,;:.ra Limits of-Use Installation Instructions * r ZV ?.., Appr�oved,for use in HVHZ:Yes FL 5 0 R6'II (b)Inst 5 10.14.odf 1. 4Pt-,i1.mµ Approved for use outside HVHZ:Yes Verified By Lyndon.F. Schmidt, P.E.43409 ill Impact Resistant:YesCreated'by Independent Third Party:Yes . .Design Pressure: N/A Evaluation Reports :" f,' Other: See INST 15210.14 for Design Pressure Ratings,.any FL15210 R6 AE (b) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. • _ m , ,,. 15210.15 o. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Vii Grain/Rustic/Mahogany Series 0 WINDSERT'"an operational window insert Outswing (X- Fiberglass Door Configuration) ra Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.15.odf x , z . Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 t� Impact Resistant:Yes Created by Independent Third Party: Yes fir' Design Pressure: N/A Evaluation Reports )„ aB : Other: See INST 15210.15 for Design Pressure Ratings,any FL 5 10 R6 AE (b) Eval 5 10.15.pdf :_ ' 3t,, Bei i. ,Ili; additional use limitations, installation instructions and product Created by Independent Third Party: Yes " e,i; '::`; ' particulars. . 1EIE pn https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V V KJZ 1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3 d%3d[1/4/2018 11:40:49 AM] i Florida Building Code Online ht, a '! 3i Contact Us•:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 $ `h,:, ,i The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida.:•Privacy St, -u-. ••Accessibility Statement:•Refund Statement �^-'4i, •*s Under Florida Iaw,'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 4 ,� '� 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 :14.,z.", 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 he e. xt> Product Approval Accepts: , E Zi: , eCheckmel Credit Card ',Safe, `' SCCLIFItyMETRLCS' • • 1 il https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVIUZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpol-SIdA%3d%3d[1/4/2018 11:40:49 AM] i ^ | 1 R R Consultants, Inc, ��r W - -----^^ '' B ' Cvnm�dnu��CnA�v�h�8:nbv �x���oU�og�dvu� �� �uomz�v��mo�5 Phone oo��/� k..., Florida Board orProfessional Engineers Certificate vrAuthorization No.mo . . � . � ''''Product Ev��xa�mv ' ' ' ' . . . ' . . � .~ � .� � . , . - �_ Product *"..W.401".14/"Figri Sub Category Manufacturer 'roouct ame Category Plastpro,Inc. Smooth!Wood Gralrt!White Wood Grain Exterior 5200 52wov«.Century Blvd. Rustic/Mahogany Exterior Door Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door - Phone 440.969.9773 |ns"iooxOutswinu''xmpu:r.. 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 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named eein, 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 resistantcovering.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. O. 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. B. See drawin. FL-15210.1 for size and design pressure limitations. � Supportingc"mena:1. Test ReportNu' Test Standard Testing Laboratory Signed by TEL 01390365 TAS 2m1-9*.2o2-Vu&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 20U`n4.2o2-9«&TAS 203-9* Testing Evaluation Lab.,Inc. William Shelton,P.E. ErC-05-25516776.0 ASTM D636fm.s38-0a.1829-o8u28w3-oA ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-96 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph LDoldan.P.E. sTC-07-209-19303.0 AaTiVIo635-9nU38-0n.1V2g*6&2843-99 ETC Laboratories Ben Meunier 2. DrawNo. Preparedb; Siqned&Sealed by No.F�1 0.1 RVVBuilding Consultants,Inc.(CA#Vu1u> Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by | Anchoring RvvBui|mnoonnau|�nts.mc.(CA men1o) 4nuonp.Schmidt,p.s. numnmoo 4. Quality Assurance n Certificate of Prtim aVoomsuedbyN:tiuoo|aoureoitatmnandManagamenu Institute certifying that Ptastpro Inc is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. oopeu1�'�i `"w � «oa280ovm»�^' .� w ��.'tlnflrr/,�� --- r i s a"','i 0��� * 4i/i ,fir pIastpro ,a :••• 2 5200 W. CENTURY BLVD. •' Z A., � • LOS ANGELES, CA 90045 '// •••••• r� J-62;2 o`� . , PoSmoofh / Wood Grain / White Wood Grain 7. OVERALL � o N z �. a N•FRAME; IDI Rustic /Mahogany I" \i a o o '04%1 2 nl I Series 0 Fiberglass Door `.< co°L a` $ �A mail F INSWING/OUTSWING " / E. o JW IMPACT / \ / d `c \ / GENERAL NOTES O Z cc OJ LL 1.This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building y zo z,1 ". Code ( FBC)structural requirements including the"High Velocity Hurricane Zone(HVHZ). z • o z J QCT 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 6 material shall be beyond wall dressing or stucco. W V m m 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and a X o W does not require an impact resistant covering. �� \ / a a cc 0 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product ElY Y} V. complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. 0 • -3-,in E This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC b o a Sections 1609.1.2.2&•3012. .2.1. cw CO m nv 2 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry 'o'o Q v�N N construction. / N. ` �� ra wW O 51 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a yr licensed engineer or registered architect. I , • I P 7. Outswing configurations meet water infiltration requirements for"HVHZ".All other configurations do W H not meet the water infiltration requirements for the"HVHP'and must be installed only in non-habitable o a areas or at habitable locations protected by an overhang or canopy such that the angle between o o z the edge of canopy or overhang to sill is less than 45 degrees. r.,., F �.;:w z TABLE OF CONTENTS M o SHEET# DESCRIPTION SHEET it DESCRIPTION n i 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAIC DESIGN PRESSURE(PSF) N'z LI Z 2 Door Panel Details 8 3-point lock details CONFIGURATION FRAME ` ' ate:02/16/12 3 Horizontal&Vertical Cross Sections(2X Buck) 9 3-point lock details — .DIMENSION POSITIVE NEGATIVE: SME N.T.S. 9 4 Horizontal&Vertical Cross Sections(1X Buck) 10 Buck and frame anchoring 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82.0" +75.0 -75.0 Iwo BY: Jilt - cwn LES 3 c e 6 Vertical Cross Sections(Thresholds) 12 811 of materials oenw Nc NO.:See sheets 2 for hardware design pressure imitations FL-15210.1 N 17 SvitaOF 12 N — - 0.7 2.8" a C; -,q mEXTERIOR W $° 6-1:11.1.1:i.cj 20.4" 0.4" 1Exf p f t ........;:::::...:':.[.,,:l.::::..........:::::):::::... to .• n .. iiiOiiiiiiiiiii /I I „7 ‘‘‘ 46;3 Z ,,Ti LNG ,.L O � �% Y Z INTERIOR \I k \a E Em Z m o CAP(PVC) HINGE STILE(LVL) LATCH STILE(LVL) OP RAIL "CAP(PVC) (COMP.) a N n 9°t CO w 1 HORIZONTAL CROSS SECTION E o. '.. _L 35VI - .75"MAX O.A. WIDTH _Y b. oo f., d ' zo 0 ow J W kl 'p w C N Vi . 1 IN 11 jEli 1 mo A U rr a Qe_ b•O HARDWARETABCE // a U. O .n MANUFACTURER MODE! MAX DF$IGN INTERIOR EXTERIOR z m PkESSURE;(PSF) $R. _ KWIKSET KNOB: SIGNATURE SERIES ±75 FOAM CORE " i 1 DEADBOLT: SIGNATURE SERIES 960 Q (POLYURETHANE- ' s F.v SCHLAGE KNOB: -r SERIES(F51) ± 1.9 PCF MIN.) N N f \ i \o - - DEADBOLT: "SERIES(B60/62) 75 " •• u, __ w Z /X\ / SEE HARDWARE TABLE PNdIX LEVER: B E• + o ET) In cc:/. DEADBOLT: FD7SERIES 75 °•• r °.P. ct HOPPE MULTIPOINT LOCK: H159000 3•POINT TONGUE ±50 FIBERGLASS SKIN n .' as SEE HARDWARE TABLE (0.125"MIN.THK) •�2. a)L •d ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) }75 > f- .° �• air F g I See sheets S and 6 for multipoint lock details. -� m„1- M BOTTOM RAIL N. i Z (COMP.) I + N z O W DATE:02/16/12 ? SCAM 4� DOOR PANEL Nowo.Ern JK.T.S. o m' s Pb fO (1)VERTICAL CROSS SECTION (3,4c.sr: LFS 3Fiberglass WNW NO. R N s FL-15210.1 a vim 2 OF 12 0 a a 00000 ...k ... .7s,... 0 .13 O•J.dro ) 7(1) Z o m 4. n¢°�� S m g Ill) ( ( i ((g N••Z 1 v t9 n Z ��` g 9moa a O ® / y / \ ® • c a mda v �o v X �. E o= cW 0 \ / \ / 0.71.2 P. a R2 do d y0 cex2 \ ! \ �y J �Z J2' o © 1 ID 0 1-1/4"MIN. w 2w 6 0 v EMB.(TYP.) am a IV 04O g" OU00 O 20 O o < " °d . O 0.15' O n' a a CSINK-- 0.15'C-SINK �P) O -; —►{ 1 0 v _a I Imo) O b 0 0 e 00 INTERIOR t. p. v • • , ✓n 1 LC p a A 1116 , ° 1111 Cr) 0 -1- W W O i LIP © 11\\1l\1411\tllllllll< :i0Will.11 _ O N t,., .4:11111111111111fillt i ir .w I ° x:,..11 p 7 ] Wn : ... I..'' A � .f, 6 Q Q FIIIII!IS ____i_ r iv— — . , .g 0 A iii :._LI Z 4• EXTERIOR 6 O O 'z o 1-1/4"MIN. O ® EXTERIOR % INTERIOR DATE:02/16/12 a I EMB.(TYP.J O r 0 ° ° N.T.S. owc.D JK m' .4 O HORIZONTAL CROSS SECTION (-3HORIZONTAL CROSS SECTION ° O3 VERTICAL CROSS SECTION aix.B,. LFS 3 13 Outswing shown(Inswing similar) Outswing shown(Inswing similar) 3 Outswing shown(Inswing simaor) ii DRAWING NO.: E FL-15210.1 0 SHEET 3 OF 12 N n o — a • • to Tri' o... }o '' ael m :1Y z o........;:..- o m taro ''4.1111111Pc'c1°`'`` pnmr 6 Z ^ „! N•• v U z c) m \' V $Is 9 °c w ;'� "%. ` Nn 'aLa v mao.E 8 u I o oz v [41 '" © 0 © 83d 0 • OO Q gm Li cx ° av v. 0 20 51.- 0 O 00 O �y ' �- IIII EINv 0 ' „ ,. . w p N • ,: cc: re in', iii 0 a Z INTERIOR Q o FL_ li :s., --......... 0 »mU/ 0 r Y . .i,,,g _....._ .a IrillII�.� I / Min `• `rillfglr-V' ....* N N ca ° ii \ EXTERIOR fir w I. m m 0 0 00 1-1/4"MIN. 1 EMB.(TYP.) O 0 ® Da"MIN. EXTERIOR .�/ INTERIOR QR ce ig e EMB.(TYP.) ¢a as u_ 1 HORIZONTAL CROSS SECTION ()HORIZONTAL CROSS SECTION °VERTICAL CROSS SECTION N.v,4 Shown w/1X sub-buck Shown w/IX sub-buck Shown w/IX sub-buck W a a Outswing shown(Inswing similar) Outswing shown(Inswing similar) Outswing shown(Inswing similar) n as F z 2 1 N'Z O DATE 02/16/12 2 SCALE. N.T.S. a. DWG.BY: JK m S GM ar: LFS 3 f DRAWING NO.: m — FL-15210.1 0 sNffr 4 of 12 0 it ````111111111/ '' I1 r:r O uo j�cin .. , :g:a_ z' * "c4;yp�5 cm '.:'',/ 111111 11` WE 9 (7 G Z ° .E0 O O][w E w°~ g o oa N a mdaE a a a I,: E 0 cw v, g 0 0 o �a 0 ,3Z U, 0 K Q.- Unn .v> Zd ?OO ~ O 00 0 0 4_•S a & 4,14 "� .IN El. v'. �u7 ce cn -iceE o� zZ 6 c NU © m , e o �U © a ir INTERIOR 0 0 • ° e ° ° "A . o o I v e F. a a -Men Fr E IIS i% / I 0 C3 0 �`Y�� viii. , &�P1111411— E m A / �� 1 N N Li: \ EXTERIOR m rn RIR O O© 0 0 0 2. O ® © EXTERIOR ,l% INTERIOR a -a 1-1/4"MIN. 1-1/4"MIN. I-~ 1. EMB.(TYP.) EMB.(TYP.) ¢a o a j m Z I tl 12. O HORIZONTAL CROSS SECTION (1) ORIZONTAL CROSS SECTION °VERTICAL CROSS SECTION N.5 Shown Direct to Masonry Ouiswing shown(Insw ng similar) Shown Direct to Masonry Outswing shown(Inswing similar) Shown Direct to Masonryo Outswing shown(Inswing similar) N o1 a n n o E Z 1 a DMZ 02/16/12 = scALE N.T.S. ° DWG.er: JK m a K et LFS 3 AWING NO.: O: DRAWING m s FL-15210.1 0 SHEET 5 Of 12 0 P 9 ® zI.JO 9 SNS N a I- '0 L Z91-1d z -ON aNuivea a f Sal :AEI' ° s m )If us'Sma yP 2 r 'S' 'N arcs I arto a O ZL/91/ZO o N uogoln6uuoo Egmsui y uogoinr�yuoo Buy\\s{np 9 NOIIJ3S SS08J 1VJl183A N011J3S SSOBJ 1YDLIMA OL R ow� i mom\ g AA ° Tti' © lQ_ 21___1 91 © f \\ _E. 1 PoP al Q O \ 3S Plo4sa141 VOV/M W+o4S 9p R Q NOIlOSSONJ ROMAO ©©®® '� �zz v ° = a012131NI ,1 0P1 21012131X3 • ° m o ;; ° 21o1a31N1 21012131X3 F-- 0 yA ?. ® ,I` F. { a o N © a O oma' a� I rN o P. g 3 8012131N1 2101831X3 Itea F. ,,z?, o 'a'W3 y :.p n S o W O N ``\\,\I\AIII III///,'' tD b,n i .:.•� r• . '��i W m D z.:,kg.1. •:5.,:1(1.:. -- PI-0:,'J° z G N S. J w o nss 4 *IT 0 4i..t� N 7 • In �4Cy ••... ....'.1�. ````````111114c 1 i I .iit,'' C� �` N -- 1.5 zn 1.5' m El MAX. != MAX. !LI.mi 1.25 �m =t� I o'�_Z"�' 0 ^w MIN. 0 w MIN.�_ 1.5' =US * _ g;�� �'n ,. - .. MAX. -".i.'� Z 4 0� o m % -' �, •.....: 111 m � 0 O 0 ..rlll 11 1 o ray m z 0UN.. x j r`.• � ' \q 'B Em g8.0 0 Oi \Q� a Na m"' a v mda� /4INTEROR E oZ c a EXTERIOR EXTERIOR / IINTERIOR fi c *o F. O VERTICAL CROSS SECTION °VERTICAL CROSS SECTION • cc U¢7 Shown Direct to Masonni Shown Direct to Maso (5o �w� d Outswing only w/4-9/16 jamb Outswing only w/6-9/16�'jamb zo >o eov> i ••3!-., aNm < /,oozE S =2- 0 a w X a a 0 fn1 0 p q 0 I 0 0 3. 0 0 _ >>ED E i E4 'erg Th n INTERIOR Cl '� n a N:'''./. Min I I iiM 1.4> 0 0 Z E DC D 4 � �C . W W O } ` ='.. T 1111111= INTBtIOR 1141111 00 6ND1•. N., \ `011111Irk I �� o \ o© r 0I i4.MIN. ` I nEM8 © --% EXTERIOR © I��/ 0 n is\. & MIN ro m EXTERIOR 0 N•-Z o° E • 1-1/4"MIN. 1-1/4"MIN. © 1-1/4"MIN. Ric 02/16/12 i EMB.(TYP.) EMB.(TYP.) EMB.(TM) scke N.T.S. ° C0 HORIZONTAL CROSS SECTION �.F: JK m 1 HORIZONTAL CROSS SECTION 0 HORIZONTAL CROSS SECTION O HORIZONTAL CROSS SECTION t: Shown Direct to Mason 7 Shown Direct to Mason 7 Shown Direct to Masonry cxw er: LFS Masonry 7 Shown Direct to Masonry Outswing only w/6-9/16j'iamb Outswing only w/6-9/16'jamb DRAWING NO. c $ Outswing only w/4-9/16'jamb Outswing only w/4-9/16'jamb N g FL-15210.1 0 n 6 5x5:1 7 or 12 0 a ,79 = 341,9-.:.• rc'•:,O o m ` �O \\/// '*Illi! 1%%%%` Z 15P-3 d i 0l.� 8N OZ >C ``vpv io2o 0 �! 5 LS pmo w I g w�1 Qu Nn >p O '' a a m a a I. , e 0 2[ oZ G :� D p �jj 2X BUCK 0 _ o �w (� 0, O/ .p- `y 'j } d v' A o �- Irlo i% txeucK 0 y 111 �I 0 �� DIRECT TO cn MASONRYoa' V1 ill v" zo m 2.17 • Q w O W U = am wO gp 2X BUCK0 ® a IL I 0 HOPPE MULTIPOINT LO •a 0 _ HI590003-Point'Ton r.e" 0 1X BUCK Oc0 1- ix Er -I 0. a } DIRECT TO 0`�I x x g r MASONRY �II >>m I 1 U U I ""1 1.T r 2X BUCK 0 eH A C 1X BUCK O 1111 ,o® �N DIRECT TO 0 ti MASONRY ` W wo ui 2 _ © Mei .-1-Al � '410 M To 00CC iT5O Q rI N. �q I STRIKE JAMB ~a r n o s 1t� �O = I. N Z LC war:02/16/12 ° E 0 N.T.S.®� s 9 1S owo.etJK m Sda.sy: LFS 3 1 , ' 23 MULTIPOINT STRIKE PLATE 25 LATCH AND DEADBOLT STRIKE PLATE owAwuic NO, K Tongue system FINN 0 1 •N n MANUAL RAISED TONGUE GEAR SYSTEM N c sear 8 of 12 O a R:\Clents\Plastoro,Inc PERMANENT\A-Ronda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,9.1 12 0 0 w� 13 ' -A- / /7, p src 3 lll> , 1 . , . 7 , , , -.- , 1 1 1 I Q , 0 A x I z_, 0 C) O n 7< 000 0 t ,0 0 f , r iI I 24.25" 23.0" — 15.0" /� %.''\ NRe . ''% f�I Na.43409 S'6-r�1-'7QJl� * . 9 $ PRODUCT: Documents Prepared By: V� �Nrt� ; r'I z • y PLASTPRO INC. Lyndon F. Schmidt i' k ��Q.:•''(N`;` I� 1 o 4 0 FIBERGLASS DOOR P.E. No. 4.3409 �./` /ONAL�\‘' cc ,. Z .-. '7221.1111110• y m 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: Q(r�) BUILDING CONSULTANTS, INC. Ip in 1 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK J1. P.O. Box 230, ValrIco, FL 33595 N tO NO DATE BY 3—POINT LOCK DETAILS VW Phone No.: 813.858.8197 REVISIONS FBPE CA. No. 9813 AP 2012 R.W.BUILDING CONSULTANTS INC. q 49/16"JAMB Ark DIRECT TO MASONRY JAMB(TYP.) �,��``,`III l* ' i;�� 1--.- (SEE SHEET 7)(TYP `.QAC;• �. pVf.��1 n • III �y6P :4, o y t3 t J=d o rs —L t �YJ z a4••° �n om Id .--._ i _...._ i;''',1j1j*1110FO3x```` ZOmd SEE HINGE O 2X BUCK ;o a M. 0 N•- _ 0 TYP.HEAD DETAIL(TYP.) :�a s z o= • &JAMBS o 0 IX BUCK (� E t0 m o ODIRECTTO — o sa a in? 5otm 4 MASONRY 0. MASONRY ^ MASONRY B m d a a OPENING OPENING TYP.HEAD E `o i E &JAMBS S is E —•• FRAME d z ITE UL. c, 2X BUCK a. _ _49/16"JAMB© ® zo 0 I 2X BUCK 6-9/16"JAMB© m a DIRECT TO ' 5w N 'f.: `—o p m MASONRY • a'' g — —• JAMB(TYP.) — ' o2 Y • (SEE SHEET 7) o a cr a m E a ADA SILL >; V. O m ONLY v — e • i BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB Ei w o . Masonry construction x 0 in d o o CC .CONCRETE ANCHOR NOTES: DIRECT TO it' ' 7.Concrete anchorlocottons at the comers maybe adjusted to mainfoin the min. DIRECT TO MASONRY© _ DIRECT TO a a edge distance to mortor)otnfs MASONRY '; 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to ©MASONRY // © >> i maintain the min.edge distance to mortar)oints,additional concrete anchors 1 X BUCK O ` amaybe requfred to ensure the MAX.ON CENTER'dimension are not exceeded. 0 ii, O 1X BUCK O 1 X BUCK O O �\w A 3 Concrete oncharfable ® 2X BUCK O O a m r a ANCHOR ANCHOR ? MIN -MIN CLEARANCE• MTN CLEARANCE; 2X BUCK —� 1�� 2X BUCK 2X BUCK .:TYPE SIZ EMBEDMENT- TO MASONRY T©ADIACEM. r� • _ .. :. . ....... ... EDGE. ANCHOR. I N^Z rtw 1X BUCK O il DIRECT TO /n • —i DIRECT TO O �.��� ©MASONRY O m DA,E 02/16/12 i d ELCo � N.T.S. ° ULTRACON® t/a° t-t/a" T" a• MASONRY II O IX BUCK ; DM en JK 5 e TAPCON® • t AS H• t•t r ® C)2XBUCK // T mu.tx: LFS t s t,WOOD SCREW INSTALLATION NOTES: LATCH&DEADBOLT DETAIL HINGE DETAIL HINGE DETAIL DRAWING NO.: N Maintain a minimum 5/8•edge distance,rend distance,&t"o.c.spacing of FL-15210.1 Inswing Outswing EI wood screws to prevent the splitting of wood, VDU10 of 12 s. 456" •:.9... A II a 2 4.6" 4.56" 1,, :Z-:,0, "P=6Z n � -y 7 =�• L •,-,, I� n 4, .71-.7177j-1- .. .. �` Z * 0 �J o1 M] 1��" ikilliall--‘- liy 'I /'. •Gf` 001 W t Fes--2.44" I 2.13" N Z OUTSWING THRESHOLD OUTSWING THRESHOLD 30 DLP(QOSR) O Columbia High Dam(581) O PPO FIBER JAMB \ ,Q� ° 0 9 m o a v e N s otm a a w m a:UP_ o cZ Lo 4.68" I- 4.56" rL"� o col 2 3tS d Fs -,, ,,, r k i -----_______ 1___ i 1 kr:' I HA GQ Fes-2.36" I 22 zo 7 Erz e 6...,-)OUTS WING THRESHOLD 31 OUTSWING THRESHOLD �v' }; o EL- . DLP(GOSH) O Columbia(57$) O WOOD JAMB N o EO s 4 M o 0 d E. a a o - I 5.62" 5.63" 0 2.088" Y} Em _i___(;;14 . o cei t) 1 "rafilleitatibt-4.--i."--141140111-1=- 111 4. Em __1_ I ibk TE.,1,....g Al ---1 o.sz a N (n O OUTSWING THRESHOLD O INSWING THRESHOLD O WEATHERSTRIP O DOOR BOTTOM SWEEP 8 w o E1 33 Endura(Z-Series) 38 Columbia 2 Endura Force 5 ("cML 2- o oo re 00 > ° �Y, 4.56" z 1. $ 5.625' r. _ �w = )fi)fi[i7:0 \ :i17W--1 ' i7 1 ash° nom,o DAM:02/16/12 i 3 SCAM N.T.S. S 36 12 INSWING THRESHOLD 37 29 A owe.en JK m' O tinctura(I-Series) OINSWING THRESHOLD O DLP(LSCS) DLPDA THRESHOLD m. OK er. LFS 3 DRAWING NO.: R E FL-15210.1 - n € a sear 11 OF 12 N a — — Si • - -- - ---- -- --- ----- ----- ---- iiiiiiiiiiii 4, BILL OF MATERIALSz.4• ' V S ITEM# =V." gg s •J-U::'1 DESCRIPTION MATERIAL 7::.°)..,..› 0;. o * 3 e z-z A 1X BUCK SG>=0.55 WOOD z 04;:�0` om B 2X BUCK SG>=0.55 WOOD -.:-.,*%. i4:: g n n C 1/4"MAX.SHIM SPACE - ''i,�•."•••,.., ���� o m m D 1/4"X 2-3/4"PFH ELCO ORITWCONCRETE SCREW STEEL 'Iii/TTTETTT ‘``` zomo MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI t` M 0 NE z tliG 33//16'x 3-11/4"1 OR OP HW B TW CONLOCK OCRETE SCREW NFORMING TO ASTM C90 CO STEEL a,0 3 CO`0 a 3 I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a rn 7 'm a if.a. J 1/4"X 3-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 11`o K 1/4"X 2-1/4"ITW CONCRETE SCREW STEEL E 9? q L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL o Ili d M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL . N 3/16"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 .0 Q 2 FINGER JOINTED PINE FRAME WOOD Z ct 1 7 WEATHERSTRIP FOAM ay y § e8 DOOR BOTTOM SWEEP VINYL a5 . o 9 4"X 4"BUTT HINGE STEEL w 0 i 11 #9 X 3/4"PFH WOOD SCREW STEEL a� m a. 22 3 POINT"TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL B o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 0 a. 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a. a g 27 LATCH STRIKE PLATE STEEL Y IC m co u 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL . 29 ADA THRESHOLD ALUM • ' 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD a 00 It 32 OUTSWING THRESHOLD ALUM/WOOD �.N N N, 33 OUTSWING THRESHOLD ALUM/COMP 06 o 34 OUTSWINGTHRESHOLD ALUM/WOOD - 36 INSWING THRESHOLD ALUM/COMP d 37 INSWING THRESHOLD ALUM/WOOD o 0 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a a • •g 55 #10 X 1-1/7'PFH SCREW STEEL 0. N 57 BACKING PLATE STEEL - w m i 58 #8 X 7'PFH WS STEEL ~o t. g. 60 MULTIPOINT STRIKE PLATE STEEL _ 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL N•-z 0 DATE 02/16/12 2 1 suds, N.T.S. 9 mYa 81: JK mm S cwi.en LFS 3 E{} -DIMING NO., IX FN FL-15210.1 s_ o Yl SHEET 12 OF 12 N O ii •