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Home My WebLink AboutEngineering 06/30/2015-2:37pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\-Reference\00-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof [rib uta Area S F[ 1. TABLES ARE INTENDED TO QE _ ' ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE CR ITION • N WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 _ 50 fight 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO�Di fV QtAl%D FOR I _ ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 ( TO -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43,8 -43.2 -42.7 2. TABLES VALID O I __-TB G F,� __ ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 + _q �. 3 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID F R L E °i L .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHA (l3 _ _ D 8 INEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38.8 -3 I4- 3 .8 -3 6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B � AVE, E OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 + .2 +34.6 A Fr *16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF D EAK 6 €1 T. 5. ALWAYS ROUND GHTS E LE VALUE OR CONSERVATIVE ASSUMPTION. -42.1 -41.1 -40.3 -39.8 -39.3 38. 86s � .0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THETRI AT2_ FTgT E OP NING IN QUESTION(HEIGHT'WIDTH)OR 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 1+38.2 +37.5 +36.9 1+36.5 +36.1 +35.7 +35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 f[ +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE S)PER -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -01.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + ,s 'l3 +36:9] +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 5 0 07 - .5 ►'.8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 22 ft +41.0 +39.9 +39.1 + 7. ,../ 7.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5 . `f 35j j)4 .6 9 7.3 -46.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 + $,91_ +38.0 . 3• +37.0 METHODOLOGY"PER ASCE 7-30 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5 - - '- 4 - _47,1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 k +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 k +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38,3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48,3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 k +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 -42.9 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND COR))_ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 k COEFFICIENTS LISTE N Sf'dLTe8E3D_ ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 + :_ _ 8!9 ,� +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM GERM `OLDER:1V•. RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4 I.6 ...f-2i - �6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERD' RI,j 29 ft 29 k S.THIS SPECIFICA 0 I O t_ DE T0,0 ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3:9 r+'39, +3851 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE ER SEEARA EL MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 -4 T9 3 f2 4 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G, NST ON F MATION AND APPLICABILITY OF THESE TABLE 30ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2_ 9. +9.5 +9,;', 30ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IST 8_ V FS ..SOT HgS'c+LL,,,,� CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL - 'C•3 ROT O'1V,tS: TEM ORDINANCES. -48.1 -46.9 -46.1 -45.4 -44.9 -4 . 4 .5` -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO _ IN TY OF THE HOST STRUCTURE. 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 ✓32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P - IN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 40 ft -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF EAVE HEIGHT 45 ft +47.6 +46.4 1+45.5 +44.8 +44.2 +43.8 +43.3 +43.0 1+42.6 1 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 pay µ ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I I HEIGHT SO ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 S 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 I 4 I 5 +49.7 +48.4 +47.4 +46.7 +46.1 +45,6 +45.2 +44.8 +44.5 +49.7 1+48.4 +47.4 +46.7 +46,1 +45.6 +45.2 +44.8 +44,5 a -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 EL V 0 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES /� ISO I cn REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING D O = INIT ISSUE GSS TSB 03/05/12 $o rn m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r 1 Q o A� 3 `2014) EXPRESS lb< A z REV 2014FBC DGM TSB 06/10/15 -2 O 'w p L _ ASCE 7-10 CHAPTER 30 C00.POPATE OFFICE: Z _ 160 SW 12th AVENUE, SUITE 106 $Z. 0 -I °z Z N m DESIGN LOADS FOR COMPONENTS&CLADDING �. _, a p DEERFIELD BEACH, FL 33442 o m r z MASTER PLAN SHEET I � THIS DOCUMENT IS THE PROPERTY OF ENGINEERING E%PRESS, P:(954)354-0660 F:(954)354-0443pO v AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 m=i O P WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 E:HELLO@ENGINEERINGEXPRESS.COM A O c� W N ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7_ 1 O �� m ON PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM j Florida Building Code Online - � e - y fob�.r IT 3� "'A-311 f y A k. tri P'n fr�.+•^tf �tr�, -z,.--*�.._�:�.3w......,. -J IfM - BCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications FBC Staff ! BCIS Site Map Links Search Businessr.' j I ' ,:oh Product Approval Professional USER:Public User it=—==0 rocuct Apnrpval i 7eru> induct or Anolication Search>Application list>Application Detail FL# FL15220-R1 i Application Type Revision fCode Version 2014 Application Status Approved i . I Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. i LOS ANGELES,CA 90045 t (440)969-9773 Ext 16 rickw@rwbldgconsultants.com I• E -I Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 !! scottjohnson@plastproinc.com - f Quality Assurance Representative Ron O'Connell d" Address/Phone/Email 5200 W Century Blvd. k Los Angeles,CA 90045 J (440)969-9773 Ext 16 i ) ronoconnell@plastpro.com i i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received i 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 j Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15220 RI C01 CERTIFICATE of INDEPENDENCE.ndf p e 'ti Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 1 http://�vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRCxtdZlr87w4vXQHXneyEWZ6rvMW6OK6PQ%3d%3d[6/30/2015 10:35:18 AM] Florida Building Code Online ASTM D638 2003 ASTM E1300 2004 i ASTM E84 2005 I ASTM G26 1995 = TAS 202 1994 - 11 Equivalence of Product Standards 1 Certified By 1 Florida Licensed Professional Engineer or Architect FL15220 RI Eauiv Eauivalencv Cf 5tandards.ndf Sections from the Code t Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 _- ! Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 'tl I . . , { Summary of Products.` h. j. FL V _ Model,Number or Name Description 15220.1 a.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X Series N Fiberglass Door Configuration) i, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15220 R1 II Inst 15220.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ! Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.1 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.1.adf I= limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15220.2 b.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelite Series N Fiberglass Door Inswing/Outswing(OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 RS II Inst 15220.2.odf j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.2 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220,2,odf �.' limitations,installation instructions and product particulars. Created by Independent Third Party:Yes '15220.3 c.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelites Series N Fiberglass Door Inswing/Outswing(0X0-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15220 R1 II Inst 15220.3.adf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.3 for Design Pressure Ratings,any additional use FI-1.5220 RI AE Eval 15220.3xdf itdij 15220.4 d.Smooth Wood Grain/Rustic/Mahogany 6'8','Non-Impact"Glazed Fiberglass Double Door-Inswing/Outswing(XX- I Series N Fiberglass Door Configuration) Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL15220 RI II Inst 15220.4.odf ! f j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:See INST 15220.4 for Design Pressure Ratings,any additional use FL15220 RI AE Eval 15220.4.0df limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes I -- — — Series N Fiberglass Door Sidelites-Inswing/Outswing(OXXO-Configuration) — i Limits of Use Installation Instructions l. . Approved for use in HVHZ:Yes FI-15220 RI I1 Inst 152200.5.adf 1 ! Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 4 i Impact Resistant:No Created by Independent Third Party:Yes `! Design Pressure:N/A Evaluation Reports Other:See INST 15220.5 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220,5.Ddf —_lim—itations,installation instructions and product particulars. Created by Independent Third Party:Yes 15220.6 f.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door-Inswing/Outswing(X- _ !Series N Fiberglass Door Configuration) _ " Limits of Use Installation Instructions } Approved for use In HVHZ:Yes FL15220 R1 II Inst 15220.6.odf ! Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 http:/hvN%,%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCxtdZlr87w4vXQHXneyEWZ6zvMW6OK6PQ%3d%3d[6/30/2015 10:35:18 AM] Florida Building Code Online iT y ' Impact Resistant:No Created by Independent Third Party:Yes 1! Design Pressure:N/A Evaluation Reports Other:See INST 15220.6 for Design Pressure Ratings,any additional use FL15220 R1.AE Eval 15220.6.odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes { I-- ---- -- -- E115220.7 g.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door with"Non-Impact"Sidelite it ISeries N Fiberglass Door -Inswing/Outswing(OX or XO-Configuration) 4Limits of Use Installation Instructions ! ; Approved for use in HVHZ:Yes FL15220 Rl TI Inst 15220.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports it Other:See INST 15220.7 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.7.odf j limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes - i 15220.8 1h.Smooth/Wood Grafn/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Single Door with"Non-Impact" j Series N Fiberglass Door Sidelites-Inswing/Outswing(OXO-Configuration) j !Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 II Inst 1.5220.8.odf { Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 qd ! Impact Resistant:No Created by Independent Third Party:Yes !i I Design Pressure:N/A Evaluation Reports j Other:See INST 15220.8 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.8.odf — limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes j 15220.9 1.Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Double Door-Inswing/Outswing(XX- j j Series N Fiberglass Door Configuration) --I Limits of Use Installation Instructions f ' Approved for use in HVHZ:Yes FL15220 RI II Inst 15220.4 odf �!Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 q Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i I i Other:See INST 15220.9 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.9.ndf ! limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes j _j; 15220.10 Smooth/Wood Grain/Rustic/Mahogany 6'8"Non-Impact"Opaque Fiberglass Double Door with"Non-Impact" i (- Series N Fiberglass Door Sidelites-Inswing/Outswing(OXXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 R1 II Inst 15220.10.odf EApproved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 l Impact Resistant:No Created by Independent Third Party:Yes } Design Pressure:N/A Evaluation Reports Other:See INST 15220.10 for Design Pressure Ratings,any additional use F1.15220 R1 AE Eval 15220.10.odf ! limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes 4 15220.11 k.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Single Door-Inswing/Outswing(X- +' Door Configuration) iJ j Limits of Use Installation Instructions ;! Approved for use in HVHZ:Yes FL15220 R1 II Inst 1522.0.11.odf } Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Ij a Impact Resistant:No Created by Independent Third Party:Yes �I i 1 Design Pressure:N/A Evaluation Reports I Other:See INST 15220.11 for Design Pressure Ratings,any additional use FI-15220 R1 AE Eval 15220.11.odf i limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes 15220.12 I.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelite�� ! _ Door -Inswing/Outswing(OX or XO-Configuration) _ it (!Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15220 Rl iI Inst 15220.12.odf i) Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 }}(( I Impact Resistant:No Created by Independent Third Party:Yes II i` Design Pressure:N/A Evaluation Reports {Other:See INST 15220.12 for Design Pressure Ratings,any additional use FL15220 R1 AE Eva1 15220.12,ndf i ! limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes J! 15220.13m.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Single Door with"Non-Impact"Sidelites! Door -Inswing/Outswing(OXO-Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL_1.5220 R1 II Inst 15220.13.ff W+ Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ' Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.13 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.13.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes j !15220.14 n.Smooth/Wood Grain Series N Fiberglass 8'0"Non-Impact"Glazed Fiberglass Double Door-Inswing/Outswing(XX- i _Configuration) p Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS220 R1 II Inst 15220.14.odf i rApproved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Ij Impact Resistant:No Created by Independent Third Party:Yes ;! Design Pressure:N/A Evaluation Reports ! ! t Other:See INST 15220.14 for Design Pressure Ratings,any additional use FL15220 R1 AE Eval 15220.14.odf I� „• limita_tion_s,installat_I_on instructions and product particulars. _ Created by Independent Third Party:Yes _ i -}rI 15220.15 o.Smooth/Wood Grain Series N Fiberglass—8'0"Non-Impact"Glazed Fiberglass Double Door with"Non-Impact" Door Sidelites-Inswing/Outswing(OXXO-Configuration) Limits of Use Installation Instructions I j I Approved for use in HVHZ:Yes FL15220 R1 II Inst 15220.15.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ! Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15220.15 for Design Pressure Ratings,any additional use FL15220 R1. AE Eva[:15220.15.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgv3yVVKJZIQRCxtdZlr87w4vXQHXneyEWZ6zvMW6OK6PQ%3d%3d[6/30/2015 10:35:18 AM] Florida Building Code Online limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes L_.— r _ I a r f - ., 1 Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:8SO-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 emails i 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 t 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 hare_ Product Approval Accepts: - i w http://wtvxv.floridabuilding.org/pr/pr_app_dtl.aspx?param=\vGEVXQwtDgv3yVVKJZ1QRCxtdZ1r87w4vXQHXneyEWZ6zvMW60K6PQ%3d%3d[6/30/2015 10:35:18 AM] R W R W ]wilding 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 Certificate of Independence 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 in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 R:\Admin Docs\FBC Templates\Certificate of Independence.doc Sheet I of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Boa 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 24, 2015 To Whom It May Concern: FL-15220 Equivalency of Standards ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc. that ASTM D 635-98 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5`h Edition (2014) Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM E 84-05 is equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the 5`h Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 5°i Edition(2014) Florida Building Code. Lyndon F. Schmidt,01 E FL No. 43409 v CA No. 9813 V, `ili:vL..s �� = oast ro % 5200 W. CENTURY BLVD. ie LOS ANGELES, CA 90045 zdm e" !2 .... ...... Q Smooth Wood Grain White Wood Grain , En 0,11— ZO 1 Rustic /Mahogany 0 N.:ZO 74.00'MAX.OVERALL FRAME WIDTH 'D 0. 0-� no M Z. .o .t 0 0. Series N Fiberglass Door a INSWING/OUTSWING MM o L 03 -t maa03 . Z 'WON-IMPAcr, E 06 0W Q� GENERAL NOTES 5.: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code (FBC)structural requirements including the"High Velocity Hurricane Zond'(HVHZ). 0 z 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. C, M 3. When used in the"HVHZ"this product is required to be protected with an impact resistant LL covering that complies with Section 1626 of the FBC. x x a- C� E) C-CE L 0 3:3 d7 4. When used in areas outside of the"HVHT'requidng wind borne debris protection this product is LL 0 d required to be protected With an impact resistant covering that complies with Section 1609.1.2 of the FBC. 0 0> M 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. U C 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o a licensed engineer or registered architect. V) z 7. Outswing configurations meet water infiltration requirements for"HVHZ". Of 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ".Inswing units o shall 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. ——————— z TABLE OF CONTENTS NLJ Z SHEET# DESCRIPTION 0 a: I Typical elevation,design pressures,&general notes ff z 2 Door panel details and glazing detail -z °a z T'o—ozontal cross sections < 3 oATE:02120112 4 Vertical cross sections OVERALL OVERALLLAM _DESIG SCALF-- N.T.S. WIRRESSURE.(Ps 0 5 Buck and frame anchoring-2X buck masonry construction FRAME DLO. -.IYPE.. DWG. BY: JK I Frame anchoring-IX buck masonry constructionENSION POSITIVE NEGATIVE DIMENSION CHK.BY. LFS i Astragal detailsd 8 Bill of materials and components 74.0"X 81.63" 20.50"X 62.75" G1 +50.0 50.0 49 49 50 41 Gl INTERIOR V%' z * GOA �mn 43 (500 o 48 In1 � �No 41 �9 v � ozd e ?m EXTERIOR a s 0 9 =0. 0. o md0.� HORIZONTAL CROSS SECTION a J Z 35.75'MAX. u w DOOR 67 0 d PANEL WIDTH~ 65 1/7'GLASS BITE 20.50"MAX 1/2"OVERALL D.L.O.WIDTH Gl GLASS THK. --{ 4,, _ I D 1/8'TEMPERED GLASS zoo 00 O y AIRSPACE gw N o "< EXTERIOR INTERIOR am_ < oo 69 1/8'TEMPERED GLASS j o oa 66 68 S � a a = SEE G) GLAZING DETAIL '} = w HARDWARE m z = CHART 68 r 1.22" O r--� .81" —��1.39" 1.59" 0 0 2 X L�– 1.59"� m O 2 tn Z Ed 43 LATCH HINGE STILE 49 LATCH d HINGE STILE 50 LOCK BLOCK 42 TOP RAIL 45 BOTTOM RAIL � m – Cellularpvc Reinforcement 2(T Long Ce�ularpvc Cellularpvc n o a d q6 8 HARDWARE CHART N Q is 2 MANUFACTURER MODEL z z - .. . . 45 DATE:02/20/12 z < DOOR PANEL LOCK: SIGNATURE SERIES 40 KWIKSEf SCALE: N.T.S. DEADBOIT: SIGNATURE SERIES(780) DWG.er: LOCK: YH COLLECTION DEADBOLT: YH COLLECTION(BO SERIES) 0 VERTICAL CROSS SECflON D rnwiea Ho.;LFS YALE 2 FL-15220.4 0 N USHEET 2 OF 8 ,p z R:\Clients\Plast ro.Inc PERMANENT\Florida Product A rovals\FL-15220\C-Drawin s\Current\FL-15220.1-S.dw,4-3 x -x1 T A A A N O G A W 3 V Q d W N N V V W O OS o O Z 0 A O0 W�- � A osZ OCD 0 O it �1 of^ _ 3A A _M �► A O .� O �O f0 N Z7 X OD nQ O V O Cr 70 Z F 0 -O O n _ N O N O O O Z O � T ° F-— � F-A T ` O `0 v v ° °v °> 3 `1111111111!/// N0.43409 ' G�f�z*•'• yt 2�It x x p PRODUCT: Document.Propared m Lyndon F. Schmidt ... • ��•. w I o 1 N PLASTPRO INC. P.E. No. 43409 \ FIBERGLASS DOOR /// MAL 111` U' ? N !1!111111 N -1 O PART OR ASSEMBLY: V�- I�BUILDING CONSULTANTS, INC. IO �1 to\ 1 0-47— C, 22/15 UPDATE TO 5TH ED. (2014) FBC JK HORIZONTAL CROSS SECTIONS d I�YY P.O. Box 230, Valrico, FL 33595 + w NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 C 2012 R.W.BUILDING CONSULTANTS INC. R:\ClientsWast ro,Inc PERMANENT\Florida Product Approvalk\Fl-1 Q2MC-Drawinos\C O M EMB.(TYP.) 22 M c-3 10 0 oo 0- OFA 13 M n F� ? / vA to 0 0 3nr o:eM 0 M 1-111f MIN z EMB.(ryp.i M A. M 0 :r M Cr s n M M 11 10 M 0 0 C ;a a 0 0 0 EMB.(TYP.) M 0 EMB.(TY P.) -011,11,11C N..43409 PRODUCT: -Document.Prepared 'I' i3y FBPE C.A. No. 9813 Lyndon F. Schmidt t INC. P.E. No. 4,3409 o PLASTPRO i,-,,TONAL FIBERGLASS DOOR 111111111 X Valrico. FL 33595 PART OR ASSEMBLY,. Uf BUILDING CONSULTANTS, INC. Phone No.: 813.659.9197 SECTIONS 04 22 15 UpOATE M 11014) FBC IK cu, VERTICAL CROSS S S i�S' NO DATE I by g=_RUffISIONS (0 2012 R.W.BUILDI..CONfiULTaNTe INC. J I- I '�i�i �(I��` N j V. n pmi OP.HEAD ��' _ L to&JAM SD SEE DETAIL 2 0 N► ��irrrrr*?„ �` o °n o z U N •: MASONRY &JAMBS MASONRY Cl! o E mo z m m o OPENING OPENING 9 27 \ ti C uµ 9 6`o a c �� 'ma`am FRAME I °° 2X BUCK I I E z U — I — LATCH d DEAD BOLI DETAIL 4 o 3 d °2 2X BUCK INSWING jj $o r Nz vi I m p N OUTSWING II — 9 U TYP.@SILL I SEE DETAIL 1 II 10 0 ¢� or OLw� �o ama o¢ a BUCKANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGEJAMB o v� Masonry 2X buck construction a a COM HINGE DETAIL Di Y} DO i t U m 3 72 O a O o N z y Z s W o rn CONCRETE ANCHOR NOTES: LL 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. DETAIL 2 o edge distance to mortar joints. Attach astragal throw bolt a 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to strike plate to frame a a maintain the min.edge distance to mortarjoints,additional concrete anchors as shown maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: N a a MIN.CLEARANCE MIN:CLEARANCE v ANCHOR ANCHOR MIN., o m F TYRE SIZE EMBEDMENT 70 MASONRY TO ADJACENT p o z EDGE ANCHOR a z a ITW0 DATE 02/20/12 TAPCON i s ® 1/4" 1-1/4" 2" 4" SCALE: N.T.S. ° s — ELCO ® 1/4" 1.1/4„ 1" 4" DETAIL 1 DETAIL 1 Dwc.BY: JK m' ULTRACON CHK.BY; LFS ; Astragal throw bolts Astragal throw bolts WOOD SCREW INSTALLATION NOTES: at the threshold at the threshold DRAWING no.: ° I. Maintain a minimum 5/8"edge distance,I"end distance,8,Ill o.c.spacing of (Outswing) (Inswing) FL-15220.4 N wood screws to prevent the splitting of wood. N V SHEET 5 OF $ ............ O Z N 28 9 - Z 0, o X. ❑ ZO Z�P Z mD 27 1 } ~ go° 9 `oa a It vi m d`' 9 LL INGE DETAILD LATCH&DEAD BOLT DETAIL J TYP.HEAD I D c z &JAMBS I SEE DETAIL 2 � I I o � 72 `r MASONRY II n x= o OPENING II zo zv) II Qj2Z �Ul 0 tn r 2V FRAME I I _ L M Q� DETAIL 2 B I a a m 0 41 C, Attach astragal throw bolt a ¢a ' strike plate to frame D D I I �j o �g a as shown Y vO o DETAIL 1 DETAIL i n I a a m Astragal throw bolts vi N at the threshold Astrogal throw bolts (Outsw ng) at the threshold 1 X BUCK I I 'm (Inswing) r I INSWING U N OUTSI II LIG I I SEE DETAIL 1 a 0 CONCRETE ANCHOR NOTES: ° 1.Concrete anchor locations at the comers may be adjusted to maintain the min. ° edge distance to modarjoinIs. • a a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB maintain the min.edge distance to mortarjoints,additional concrete anchors Masonry 1X buck construction may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m 3.Concrete anchor table: N a -'MIN.CLEARANCE MIN.CLEARANCE \o o ANCHOR' ANCHOR MIN. a TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT o m z . .,-... :. : ... EDGE .ANCHOR _z n ITW ° a t. 1//'" 1.1/4" 2" 4" DATE:02/20/12 = a ULTRACO1.1/4" 1" 4" scA�: N.T.S. 0 DWG.BY: JK ' In G TAPCON70 CNK.6Y: LFS ; DRAWING NO.: — WOOD SCREW INSTALLATION NOTES: r 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing or FL-15220.4 a _ wood screws to prevent the splitting of wood. sheer 6 or 8 a v z R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15220\C-Drawings\Current\FL-15220.1-5.dwg,4-7 o a �2.88" a w o y N y I �7 y I O � N V 4f N A tVi, W U N P T V V - y V] o fD a 0.573" n n y v � w n m m eo O D C9 w v °D 0 z fn Imo—0.050" O A. V U <N+1 t? { - 00.31" I w ^ N O V p y V o��G 3D 0 0 T 3C,O m la C0 Q O V�I — 0 A J� 3 0 m ``1\1111111/1j7 �,.��F•scHM�o,,,/ Z No.43409 7-z f!13 PRODUCT: Documents Prepared 13y: Lyndon F. Schmidt •'•AtMpt •(�� I o PLASTPRO INC. P.E. No. 43409 o Z N FIBERGLASS DOOR /� /1j1111AL C, N ti O PART OR ASSEMBLY: ��{�7� BUILDING CONSULTANTS, INC. r Na Z 1 04 22/15 UPDATE TO 5TH ED. (2014) FBC JK Jl.l/I/ P.O. Box 230, Valrico, FL 33595 N NO DATE BY ASTRAGAL DETAILS Phone No.: 813.659.9197 REVISIONS f FBPE C.A. No. 9813 O zo12 R.W.B—OIR5 CONS—ANTS INC. V BILL OF MATERIALS ITEM If DESCRIPTION MATERIAL O'• m iO _'4J O�:►L:Z n A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD i * 41:'0�v; C 114"MAX.SHIM SPACE F�--4.56" ----I ' D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL '�� '•. ~ t N E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ENE= // \ Zomo 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 /I L I �� c°)N•:Z G 3/16"X3-1/4"PFH ITW CONCRETE SCREW STEEL h `' i o z L)i H 1/4"x3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL I 2 _ no M g .o m c w I 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL .36" 2.7' a n< 'm a a t J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL HEAD d SIDE o z6 K #9 X 2-1/2"PFH WOOD SCREW STEEL 20 lamb E 0 L #8 X 2-1/2"PFH WOOD SCREW STEEL wd M X PFHWOODSCREW STEEL 4.56" 1/ -{ N 1/4"x3-1/4"PFH ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAMNLn o 9 4'X 4"BUTT HINGE STEEL ?o 10 #9 X 3/4"PFH WOOD SCREW STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 1 --2.44 --�- -2.13 C�5 M w o 12 #10 X 3"PFH WOOD SCREW STEEL 5w 0 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD HEAD 4 SIDE a m< GO 21 Polylb.1jamb In a 21 POLY FIBER JAMB COMP./VINYL �I o 27 LATCH STRIKE PLATE STEEL 0 a 28 DEADBOLT PLATE STEEL 4.58' a a 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD .4.56" 2.03' m 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL � � 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN(MIN.0.069"THICK)BY PLASTPRO FIBERGLASS ^ 0 42 TOP RAIL CELLULAR PVC $ 43 LATCH&HINGE STILE CELLULAR PVC ADJUSTABLE INSWING THRESHOLD OUTSWING THRESHOLD BY DLP d g 45 BOTTOM RAIL CELLULAR PVC U v D 46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE h 49 LATCH AND HINGE STILE REINFORCEMENT WOOD 50 LOCK BLOCK(20"X 1.385") WOOD oa 65 ODL LITE FRAME POLYMER ` 66 PF-1200 P/MERIC FOAM ? 8 67 SCREW PLUG POLYMER ^w i 68 #6 X 1-1/7'PFH SCREWSTEEL o 69 GLAZING COMPOUND-FOR ODL BY ADCO BUTYL ' Z 71 ASTRAGAL BY DLP(6063-T5 ALUMINUM) ALUM. 1 E3 a 72 ASTRAGAL STRIKE PLATE STEEL DATE:02/20/12 : 73 #8 X 7'PFH SCREW STEEL SCALE: N.T.S. 9 74 CONCEALED STIFFENER BY PLASPRO(6063-T6 ALUMINUM) ALUM. DWG.BY: JK m Q 77 SLIDE BOLT ROD STEEL CNK.BY; LFS ; DRAWING NO.: FL-15220.4 0 SHEEP $ OF $ N it R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C 11.0.1330 Valrico,FL 33595 Phonc S 13.659.9197 Florida Board or Professional Engineers Certificate of Authorimlion No.9813 ' 0 I ! / ' '/ / ' 'II / l Date, 4jjlff� Product Category Sub Category Manufacturer Product Name Exterior Swinging Plastpro Inc. Smooth I Wood Grain I White Wood Grain Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Non-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.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)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 is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 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-15220.5 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ". Inswing units shall 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. 9. See drawing FL-15220.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 07-0223-2 TAS 202-94 Testing Evaluation Lab.,lnc. Wendell Haney,P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96(2001),ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gurjinder Dhami ASTM D1929-96(2001),ASTM D638-03 ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E. D1929-96(2001),D638-03 2. Miami-Dade NOA Materials Testing 10-1209.01 HP Polypropylene 3. Drawing No. Prepared by 'i ,;. , , de, Signed&Sealed by No.FL-15220.5 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc:(CA#9813) `a-'. Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro,Inc.is manufacturing products within a quality ua_ assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 4/24/2015 Sheet 1 of 1