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Home My WebLink AboutProduct Approval 06/30/2015-2:37pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Currenl).dwg 51h 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 Roof Tributag Area S Ft 1. TABLES ARE INTENDED TO I3E ORST CASE'PRESSURES.'WORST CASE'IS 10 15 20 25 30 50 i ht 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI I1T;I0 N WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CO SDI r -N QIyIRED FOR ITH THESE TABLES. 41.0 -40.0 -39.3 -38.7 -38. 3 9 - 0 -50.6 -48.6 -47,2 6.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID 0 -I F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 0-15 ft 3 TABLES VALID F R. 5 _ „E _ APPLICABLE REDUCTIONS FOR ROOF SLOPES 37.8 +36.8 +36.1 +35.5 +35. + 7 . _4 3. a +37.8 +36.8 +36.1 5.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 101 SHA B _ D B INEER AS A SITE SPECIFIC CONDITION. 16 ft 41.6 -00.5 -39.8 -39.3 -38.8 r- 8�]$ 3.8 G -51.3 -49.3 - -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B L• E� AVERt) E• OF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 + .2 34.6 e +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF D1 S EAK €� T. -42.1 -41.1 -40.3 -39.8 -39.3 -38.- $ r-3 .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 S. ALWAYS ROUND �0• GFiSS LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OR NING 1N QUESTION(HEIGHT*WIDTH)OR 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 M4,7 17 ft +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 -02.6 -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 +38.2 +37.5 +36.9 +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 ft +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 5)PER -03.6 -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. B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 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 k +40.6 +39.5 +38.7 + $=2; Z,3 -, +36.3 1 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5'.0 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39.1 +38.5 +38.0 1+37.6 +37.3 +37.0 +36.7 1+41.0 1+39.9 +39.1 + .5 _ I"t37,. 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 T4 " IS]'4 .6 r9 \47.3 -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 + .9, +38.0 • +37.0 METHODOLOGY"PER ASCE 7-10 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 -5b-g- -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft 24 ft r 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38. 8.0 +37.6 +37.4 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 -46.1 -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 -04.1 -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 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 1+41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE 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 -0g,3 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 -42ft.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 POr ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTED NSH•ti_ B -R NO VERIFIED BY THE GOVERNING 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 + . $.9 +38. e 8 +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM ERtd OLDER. RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4 f6� w F21 t6"1 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFERD 29 ft 29 ft 5. THIS SPECIFICA -0 I I Q_- TO 0 ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 + .9 x+39. 3_. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 1+39.2 +38.9 CERTIFICATION. REI MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 -0 T9 �-T 2 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE GNSf TION J�• MATION AND APPLICABILITY OF THESE TABLE 30 ft 30 ft VALUES WHICH IST 8 V -Y�i,},i S I CCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4 2 9. +,9.5 19 _ 15ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL C-� ROTE- O TEM ORDINANCES. 32 ft -48'1 -46.9 -46.1 -45.4 -44.9 -4 . 4. - 2ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATIO •ESE.. ITY OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 +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 5 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 -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN 40ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 0ft +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.-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 EAVE ROOF HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 4 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 ROOF 50 f[ -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50ft "65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I 1 I HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 0 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -08.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 5 I (A I Jr +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 a 5 0 -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 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ` IS C O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING ,)D � m� D O , INIT ISSUE GSS TSB 03105/12 0 0 m I REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (214) O a� 3 `L J EXPRESS° °' REV 2014 FBG DGM TSB 06/10/15 0 C(i f a C, _ ASCE 7-10, CHAPTER 30 coavoOFFICE: m O IJ �!) m 160 SW 12th AVENUE, SUITE 106 _ oZ �. DESIGN LOADS FOR COMPONENTS&CLADDING DEERFIELD BEACH; FL 33442 0 n Zn 4�1- MASTER PLAN SHEETP: 954 354-0660 F:(954 354-0443 po THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 1 CERT OF AUTH#9885 z y O W p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / .L O E:HELLO@ENGINEERINGEXPRESS.COM Z ADDITIONS.OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT I Ln m O PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM Florida Building Code Online If ,r BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts ? Publications i FBC Staff BCIS Site Map Links i Search Business', �r�. Professional Product Approval =. _ °��" USER:Public User Fio-oCt Arai oval Menu>Product or ADDlica.Llon Searcn>voo;k:ation L,SL>Application Detail FL# FL15255-R1 Application Type Revision 3 Code Version 2014 Application Status Approved i•. Comments f Archived ❑ { t.. Product Manufacturer Trinity Glass International F Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 rickw@nvbldgconsultants.com i' Authorized Signature Vivian Wright 1 rickw@rwbidgconsultants.com I , t Technical Representative #i Address/Phone/Email :1 Quality Assurance Representative 41 Address/Phone/Email k : I i, f Category Exterior Doors 4 i Subcategory Swinging Exterior Door Assemblies .i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �. ❑� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 i Validated By Ryan].King,P.E. ¢ i ❑� Validation Checklist-Hardcopy Received r n Certificate of Independence FL15255 R1 COI CERTIFICATE of INDEPENDENCE.odf 1. Referenced Standard and Year(of Standard) Standard Year I' ASTM D1929 1996 ASTM D2843 1999 z; ASTM D635 2003 ASTM G155 2004 TAS 201,202,203 1994 1 Equivalence of Product Standards Certified By http://�vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wgEVXQwtDgv3yVVKJZIQRNoHTeKozNKWITbCfMx3AWEBtqJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online _ Florida Licensed Professional Engineer or Architect FL15255 R1 Eauiv Eauivalencv Of Standards.odf ij Sections from the Code ,a t Product Approval Method Method 1 Option D 4 e 7 Date Submitted 04/30/2015 =, Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 l Date Approved 06/23/2015 -i 6 Summary of Products f W.► �' i I Go to Page Pae1 2g / r - s' FL# Model,Number or Name Description i 4 { 15255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.1.odf ' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ! Impact Resistant.Yes Created by Independent Third Party.Yes Design Pressure:N/A Evaluation Reports 4 Other:See INST 15255.1 for Design Pressure Ratings,any additional use FLL152.55 RI AE Eval 15255.1.pdf ! limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes R 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or X0; e , OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1_52S5 R1 iI Inst 15255.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.434091 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ` Other:See INST 15255.2 for Design Pressure Ratings,any additional use FLIS255 R1 AE Eval 15255.2.ocl E limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Configurations(OX or X0;0X0) 3 Limits of Use Installation Instructions I; ,l Approved for use in HVHZ:Yes FL15255 RI Ii Inst 15255.3.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 [ 1. Impact Resistant:Yes Created by Independent Third Party:Yes I! I' Design Pressure:N/A Evaluation Reports y., Other:See INST 15255.3 for Design Pressure Ratings,any additional use FL15255 R2 AE Eval 15255.3.1)df limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact' Sidelites-Outswing Configurations(XX;OXXO) i Limits of Use Installation Instructions i i Approved for use In HVHZ:Yes FL15255 Rl II Inst 15255A.odf a 1 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ! ( Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any additional use FL15255 RS AE Eval 15255.4.odf [ limitations,installation_instructions and product particulars. Created by Independent Third Party:Yes (i 15255.5 le.Fiberglass Door 68 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) �I Limits of Use Installation Instructions (, Approved for use in HVHZ:Yes FL15255 R2 II Inst 15255.5.odf i 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 f Other:See INST 15255.5 for Design Pressure Ratings,any additional use F1-15255 RI AE Eval 15255.5.ndf i 15255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or I. -_ Sidelites-Outswing Continuous Head and 5111 Configurations(OX or X0; }` 0X0) t Limits of Use Installation Instructions t i Approved for use In HVHZ:Yes FL RS II Inst 15255.6.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes I" Design Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.6,odf f ?' limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes I 115255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or - I Sidelites-Outswing Configurations(OX or XO;OXO) 11 yy1 iLimits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 fI Inst 15255.7.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ,l Impact Resistant:Yes Created by Independent Third Party:Yes j I Design Pressure:N/A Evaluation Reports i Other:See INST 15255.7 for Design Pressure Ratings,any additional use FL15255 R1 AE Fval 15255.7.odf i limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes - i 15255.8 h.Fiberglass Door 68 Double Glazed"Impact"Fiberglass Door with or without"Impact" i Sidelites-Outswing Configurations(XX;OXXO) Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15255 RS 11 Inst 15255.8.odf i 3 r Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ` S Impact Resistant:Yes Created by Independent Third Party:Yes ss G t Design Pressure:N/A Evaluation Reports tj " ; Other:See INST 15255.8 for Design Pressure Ratings,any additional use FI-15255 RI AE Eva[15255.8.1)df limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes _ Ei 15255.9 J i.Fiberglass Door 68 Single Opaque"Non-Impact"Fiberglass Door-Outswing%Inswing Configuration(X) I! Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-15255 R1 Ii Inst 15255.9.edf 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 j Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.9.Odf I limitations,installation instructions and product particulars. Created by Independent Third Party:Yes v 15255.10 Fiberglass Door 6'B Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite it or Sidelltes-Outswing/Inswing Continuous Head and Sill Configurations Il (OX or X0;OXO) - ' Limits of Use Installation Instructions j i Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255,10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j! t Impact Resistant:No Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports i { Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.10.0f r limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes I! �,y !15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite i f or Sidelltes-Outswing/Inswing Configurations(OX or XO;OXO) t I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.11.odf ' F' 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 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eva(15255.11 odf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes —I 15255.12 I.Fiberglass Door 68 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- 4 9 Impact"Sidelltes-Outswing/Inswing Configurations(XX;OXXO) ; Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RS II Inst 15255.12.odf i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports !; 1 I Other:See INST 15255.12 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.1 2,odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _f I 15255.13 Im.Fiberglass Door6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite it ';• or Sldelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or X0;OXOit ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 1.5255 R1 II Inst 15255.1.3.odf { ! Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ( : Impact Resistant:No Created by Independent Third Party:Yes ; 1 Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL1525S R1 AE Eval 15255.13.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes i 115255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite a or Sldelites-Outswing/Inswing Continuous Head and Sill Configurations [ j (OX or X0;OXO) aLimits of Use Installation Instructions Ii Approved for use in HVHZ:Yes FL15255 RS 11 Inst 15255.14.ndf a Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 j ( Impact Resistant:No Created by Independent Third Party:Yes li j I Design Pressure:N/A Evaluation Reports (f Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.14.odf ;1 limitations,installation instructions and product particulars. Created by Independent Third Party:Yes j1 R 15255.15 o.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelltes-Outswing/Inswing Configurations(OX br XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 TI Inst 15255.15.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 [ Impact Resistant:No Created by Independent Third Party:Yes j{ Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.15.ndf Y !' limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact' Fiberglass Door with or without"Non- Impact"Sldelites-Outswing/Inswing Configurations(XX;OXXO) j —� Limits of Use Installation Instructions [ Approved for use in HVHZ:Yes FL15255 RS II Inst 15255.16.odf http://xvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgv3yVV,JZIQRNoHTeKozNKW IIbCfMx3AVIEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online ¢� l 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 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.16.odf limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.17 in.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing h Configuration(X) _= I Limits of Use Installation Instructions it Approved for use in HVHZ:Yes EL_152_9, Rl Ii Inst 15255.17.odf I ' Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 li j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports y I Other:See INST 15255.17 for Design Pressure Ratings,any additional use F1.152.55 R1 AE Eva1 15255.17.1)df limitations,Installation Instructions and product particulars. \ Created by Independent Third Party:Yes 15255.18 V r.Fiberglass Door 8'0 Single Opaque"Non Impact"Fiberglass Door with"Non-Impact"Sidellte or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations i (OX or X0;0X0) Limits of Use Installation Instructions -I` ' ( Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255.18.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 { Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports t,. IOther:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255 18 pdf (; , limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes i 15255.19 . s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact' Sidelite I. or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) f " i Limits of Use Installation Instructions l i•° Approved for use in HVHZ:Yes FLA 52.55 R1 TI Inst 15255.19.ndf 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 i- Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.19.0 q limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.20 t.Fiberglass Door 8'0 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions l Approved for use in HVHZ:Yes FL1.,5255 R1 II Inst 15255 20.od Y: Yf is Approved for use outside HVHZ:Yes Verifled B Lyndon F.Schmidt,P.E.43409 . { i f J I Impact Resistant:No Created by Independent Third Party:Yes [ Design Pressure:N/A Evaluation Reports j Other:See INST 15255.20 for Design Pressure Ratings,any additional use FL15255 Ri AE Eval 15255.20.pdf f " limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes Go to Page r0i' tiN 0 Pagel/20 10 �.* Contact Us;;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 'l •. I The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement '• -? Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails ` provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click b=_. I Product Approval Accepts: SL'C_uritF ii iClnuc_s, S - http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVK-JZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 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 1 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 813.6 9.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12,2015 To Whom It May Concern: FL-15255 Equivalency ®f Standards ASTM D 635-03 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc. that ASTM D 635-03 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. ASTM G 155-04 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 155-04. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 155-04 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5th Edition(2014) Florida Building Code. m �0 11p rlvcFvtt `; v s:i-is'•��6� "gym Lyndon F. Schmidt, P.E. � aQ^ 53„:` CF °-�sr� FL No. 43409 '� n'.;'< , �4°�.' N®0Q- CA No. 9813 �'E6�'8u%c.SSSab I TFF 74.25"MAX O A FRAME WIDTH T'-T I r—,- .-^r 36.5'MAX. T I 4iB—7 r L/, J h FRAME WIDTH . v iE it Q__J INTERtNJATIQNAL z fir oo` �rn GLAZED FIBERGLASS w rlrrll t, Z O Mo Z z X x"MPACT" DOOR with SIDELITE(S) 9zWa � m ` OUTSWING O 6Utm •tm da GENERAL m° NOTES o /j/� // o C� 'X 1. This product has been evaluated and is incompliance with the 5th Edition(2014)Florida Building o C Ni3`d Code(FOC)structural requirements including the"High Velocity Hurricane Zone'(HVHZJ. w 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base CONTINUOUS HEADER AND SILL J z material shall be beyond wall dressing or stucco. o 111'MAX.A.O.FRAME WIDTH z z�w 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and _ 36.5"MAX. g J does not require an impact resistant covering. I FRAME WIDTH m 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product z complies With Section 1609.1.2 of the FBC and does not require on impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 3 1609.1.2.2 of the FBC. O ' ' a a- = d R 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x < m buck masonry construction. O X o O 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ'. o _o w TABLE OF CONTENTS N N rSHEET# DESCRIPTION CONTINUOUS HEADER AND SILL Typical elevations,des gn pressures&general notesDoor panel details and glaring details Door panel details and glazing details Sidelite panel details and glazing detailsElevationsHorizontal cross sections AX , DESIGN PRESSURE(PSF)iVertical cross sections CONFIGURATION FRAME JAMB TYPE' Qo g 8 Vertical cross sections UIMENSIQN 9 Horizontal and vertical cross sections POSITIVE NEGATIVE„` .: ...: ._ ... G Z U `0 10 Buckonchoring WOOD +60.0 -70.0 cage 02/27/72 a E 11 Buck anchoring OX/XO 74.25”x 80.75" 12 Frame anchoring 2X buck masonry construction FIBERGLASS/COMP +55.0 -55.0 srALE: N.T.S. 9 a 13. Frame anchoring 2X buck masonry construction ----- owc.BY: JK m' 14 Frame anchor nglXbuc mason constructon WOOD +55.0 -55.0 cNc.ar: LFS constructi3 15 Frame anchor ng 1 X buck masonry on OXO 111.0"x 80.75' 16 Components IBERGLASS/COMP +55.0 -55.0 OrL1WING NG.: 17 Bill of materials L FL-15255.6 N b o DSHEEr 1 OF 17 z' --- PANEL DTH 1 G3 G2 G1 21.0(Y' PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP �` C �Jf' MAX.D.L.O. a LVL STILE - 1 6"0' �7 1 zo � :. _1 n I n*Pty��`` o M m z 1 -1.66"-- 0.2" S U N•: K:----- -— -- — SEE DETAIL 2 INTERIOR � � �d 2J 0.32" –1.66" �,\e Ern z m°u d i i (71 HORIZONTAL CROSS SECTION 2 o -t 90 o a O SEE HARDWARE 2 a u a m D.DL.m w . _ a CHART POLYURETHANE o ` "' ci "' FOAMED A3 --.5'GLASS BYTE E o z° X z FIBERGLASS STRUCTURAL SILICONE -- cu 1"O.A.THK GLASS $ u YARN (TYP.4 PLCS.)SEE -- o d $ i o U REINFORCEMENT OPTIONS BELOW \ I GLASS = o SEE AIR SPACE TOP RAIL a J DETAIL 1 LVL/COMP. cS 1/8"ANNEALED GLASS y oQ 0.090"PVB INTERLAYER g r W Z DUPONT BUTACITE OR CAPSTONE �' m Q_• DETAIL2 #8X1-I/8"SELF a� FIBERGLASS THREADINGSCREW 1/8"ANNEALED SKIN GLASS a a oZ PVC/ALUM.ORPOLYP ROPYLENE/ALUM. o o¢ - STRUCTURAL SILICONE COMBINATION GLAZING SPACERch o PP.4 PLCS.)SEE 0 2 OPTIONS BELOW G2 GL4ZING DETAIL G3 G2 Gl a a 2 S'GLASS BYTE m DOOR PANEL A3 Full life I"O.A.THK GLASS B3 GLASS BYTE STRUCTURAL SILICONE 1/8"TEMPERED 1"O.A.THK GLASS )TYP.4 PLCS.)SEE 1/8"TEMPERED a GLASS OPTIONS BELOW rn —AIR SPACE F,5" GLASS EXTERIOR INTERIORILIA N 3 � #8 X 1-1/8"SELF AIR SPACE z o 1/8"ANNEALED THREADING SCREW wuj GLASS 1{8"ANNEALED #B X 1-1/8"SELF I 0.090"PVB INTERLAYER GLASS o DUPONT BUTACITE OR CAPSTONE 0.090'PVB INTERLAYER THREADING SCREW 1/8"ANNEALED DUPONT BUTACITE OR CAPSTONE a ALUMINUM&BUTYL ALUMINUM&BUTYL a n oGLASS – 1/8'ANNEALED o SPACER SYSTEM SPACER SYSTEM a GI GLAZING DETAIL GLASS h r �w z G3 GLAZING DETAIL c �o 1.5' LVL RAIL 1.24" a PVC DATE:02/27/12 i z mti' HARDWARE CHART COMPOSITE s h BOTTOM RAIL I SCALE N.T.S. a "` + DWG.BY: JK m' w j MANUFACTURER MODEL STRUCTURAL SILICONE OPTIONS: CHK.B.. LFS 3 i SILICONE BY CAPSTONE)4PL) 2�VERTICAL CROSS SECTION DRAWING ND.: KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE FL.-15255.6 " DETAIL 1 A3 FLUSH GLAZED FRAME O MAHOGANY FRAME KWIKSET o ABS or PC/ASA 83 p85 or PC/ASA DEAD SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. sHEEr_,L OF 17 " O V n' G4 G3 G2 G7 LVLSTILE PVC STILE CAP EXTERIOR LOCK BLOCK -- PVC STILE CAP :Z— m 6 . I _ '� z �'OF iv% o m ;o ! 1 .,;p 0� ¢c a ro z SEE DETAIL 2 INTERIOR a d -0.32" ozc<i 1 HORIZONTAL CROSS SECTION a u t9 6 o a m dad TOP RAIL LVL/COMP. E o z —POLYURETHANE a `W 0 30: FOAMED z FIBERGLASS g z YARN v _ REINFORCEMENT �to clG4 G3 G2 G1 oW 0 _ 35.75"MAX. a J 4 z PANEL WIDTH �T S'GLASS BYTE w a 15.50" B3 A3 0 �" BUTYL EXTERIOR INTERIOR a o0 MAX.D.L.O. DETAIL 2 o z m 4 FIBERGLASS 1"O.A.THKGLASS ? o o� m SKIN o 1/8"TEMPERED GLASS a --AIR SPACE Y} DECORATIVE INSERT 'm --AIR SPACE 1/8"ANNEALED GLASS i .090"PVBINTERLAYER o ' DUPONT BUTACITE OR CAPSTONE ^c LL X SEE HARDWARE I 1/8"ANNEALED GLASS w b CHART T STRUCTURAL SILICONE N (TYP.4 PLCS.)SEE y z S z m OPTIONS BELOW -ALUMINUM w G4 GLAZING DETAIL o rSEE a c� DETAIL l -�- STRUCTURAL SILICONE OPTIONS: o SILICONE BY CAPSTONE(4PL( LVL i DOW 995 STRUCTURAL SILICONE RAIL t JR5 SILICONE BY DONGYANG SILICONE CO. o¢ F mry, PVC o 'm aHARDWARE CHART COMP OSAII -1 _o o_ DATE:02/27/12 i MANUFACTURER a DETAIL 1 MODEL -j o SCALE N.T.S. e DWG.BY: JK m W KWIKSET KNOB: SIGNATURE SERIES CHK.BY: LFS 3 3 DEADBOLT: SIGNATURE SERIES(980j D..-MVIN3 No.: c DOOR PANEL 3 VERTICAL CROSS SECTION N FL-15255.6 Oval lite a sHEEr 3 of 17 N r s R:1Clients\Trinity PERMANENT\Flerida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,3.2(2) 79.25'MAX.PANEL HEIGHT 3 I OO "�' 0 �63.00"MAX.D.L.O. P U I O V �— >o �m >O O3: c? o D cn Z O N I 50 w G1 W� N 50 079"MIN. O m THICKNESS m n A A O O n A A 0 O N Ryl X ro O I w m Z t -f><T Z� mtn 00 . G1 zz oz- 6) 3 D � Z m Im I �O — 1.75'_�I r w m N W N m `A D 22 D A y — 0 — 0 I lP Z Rf O 1.31' 1.33" Z No.43409 Satir y+ PRODUCT: Document' Proparad 6Y: r g P TRINITY GLASS INl"L Lyndon F. Schmidt �i��S••.!'2oRfDP•:'�\�� I < N P.E. No. 43409 /pfljAL 2j211111111\\\ oT N y V PART OR ASSEMBLY: /%�j BUILDING CONSULTANTS, INC. IU, Z ift 1 03/02/15 UPDATE TO 5TH ED. (2014) FSC JK V P.O. Box 230, Valrico, FL 33595 v rn N NO DATEBY SIDELTTE PANEL Phone No.: 813.659.9197 REVISIONS DETAILS AND GLAZING DETAILS FBPE C.A. No. 9813 201 2 R.W.BUILDING CONSULTANTS INC. R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-152551IC-Drawings\FL-15255\FL-15255:5-8.dwg,4.2 o• V W x V 010 O�A W O CDS ODA \\ 0oD- Col- W v-N O 0•(n I V A \ VD- co 041 O ODA \\ OD N Q O�W O•N .��'��/.•'•VCENBAc'�T i' No.43409 TD PRODUC: ocuments Prepared W.. g TRINITY GLASS INT'L Lyndon F- Sohmldt Q�•' A m m N P.E. No. 43409 '-"7,4,,0 AL //!!1111111\15 PART OR ASSEMBLY: UILDING CONSULTANTS, INC. Icn '•� 5z I0 1 03/02 15 UPDATE TO 5TH ED. (2014) FBC JK �J 1. P.O. Box 230, VDlrico, FL 33595 � rn N Iv NO r DATE BY ELEVATIONS YYYIIf Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 .r�i 201 2 R.W.BUILDING CONSULTANTS IN.. 1-1/4"MIN. EMB.(TYP.) �Q•C, �� m 67 1 2 F 40 60 ///m ntq o C'm i m U N •: INTERIOR °<. SEE NOTE 1 63 12 a C Ern ?m°u neocw .v aU)A maa� oz NOTE: ° w ( 0 3'G: 1 ° 1.Item Y63 cated 6"from each end and 3 m e equally spaced(5 total). z 62 o LE 26O z In 24 ERIOR 62 L 18 SEE NOTE 1 63 A ( E 1 m U 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION �J 1-1/4"MIN. N 1-1/4"MIN. 6 6 Shown w/1Xsub-buck EMB•(TYP.) z a o EMB.(TYP.) a o _ L L a 0- 2 m O C'SINK { — C ° 1 1 m LL 40 1 2 a Fid'� ;4j s o IN IOR 60 z r 1� Ifp"p' W o !/lf!/Q/11/Tl 12 40 12 h`II)ryti1 I`IIS�'Ya�r Fly 63 SEE NOTE I v Gi IN ERIOR i'N PION, c' 0 N F w c Z U E; ` J� I 26 EXTE R 23 64 60 E ERIOR 62 63 oAT 02/2 /12 �"• 4 SCALE: J B D v.T s. ED B 18 OWG.BY; JK m E CW.Br; LFS 3 ORAWING NO.; 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3 HORIZONTAL CROSS SECTION N 6 6 6 FL-15255.6 0 ffiiEEf 6 OF 17 N V R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,6,2 m m n a O p res W D a r) n • H ° � a _ m n1 ddottt°�1 'Z z A N � ° s N �° a C'SINK n (TYP.) r I. 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) m `n^� Ym o a A � V 3L V N °p O TO Inn A (� � N 1-1l4"MIN. 1-1l4"MIN. EMB.(IYP.)—� EMB,(TYP.) CIL\`t1\II II1f/fJ / No.*09 PRODUCT: Documents Prepared By: � ` g r i ' " TRINITY GLASS INT'L Lyndon F. Schmidt ��i'l� 0t11GM•• �9�� Iv I o m N I P.E. No. 43409 to Z\ fflllllllt�� N y v PART OR ASSEMBLY: GD BUILDINGCONSULTANTS, INC. tNi1 In\ I 03/02/15 UPDATE 70 5TH ED. 2074 FS JiC P.O. Box 230, VDIrICO, FL 33595 VERTICAL CROSS SECTIONS rn N NO DATE BY Phones No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 (y1 201 2 R.W.BUILDING CONSULTANTS INC. R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-B.dwg,6.2(2) M m Z m p klf� /C, ZZ P 'o17 r N 0 rn o 0O Z ' ►c m ti Z C', O22 Jf Z O 7 , m C'SINK--- I' (TYP.) I-1/4"MIN. 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) m n y Z O � p Qn O O C 3 � n a� In, w 0 �Q 0 O �3Q (D ID .n mm Z S R O m I I A m m O N w lr rn T ( o , o ;70 �ya ` 1 I P e P X r- e rs Cr nIN 3 0. �I n4 W O Z A m 1-1/4"MIN. j EMB.(TYP.) I • V 1-1/4"MIN. EMB.(TYP.) `.`�V•. VCENBF•;r r� No.43409 PRODUCT: Documents Prepared %o:— x " TRINITY CLASS INTI Lyndon F. Schmidt 'rrrtr�••AIOFt1uP•'(�A� m O P.E. No. 43409 IC. '- - \ 1j11 f I I 1111155 o U, y PART OR ASSEMBLY: G��/ BUILDING CONSULTANTS, INC. T V1 1 73/02/15 UPDATE 70 5TH E0. (2014) FBC JK r11.UI/ P.O. Box 230, Valrlco, FL 33595 Iv m m NO DATE BY VERTICAL VV Phones No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 ('201 2 R.W.BUILDING CONSULTANTS INC. 4 1-1/4"MIN. C FURRING ```%ttttttr4( EMB.(TYP.) �� l 9 9 1"MIN EDGE _ r SHEET SHEEP ?d E DISTANCE ROCK �; d 4 ROCK lA 0: - n FURRING w 84 N;7 z rcll Q` om ' •.. fNTERIOR W 1 at�g1U11111 12 rr� Ptt u n m z x °d 9 c9w �Oj a z z — : 9 '�- z_ � d / - � E m Z< C m oµ S oa S Q > \ d NM 7 QL a m aa� X o O a s z l v°z C 9 D 40 12 D o j a e` > a lA / 26 EXTERIOR INTERIOR Q 16 w / E Q EXTERIOR 3 VERTICAL CROSS SECTIONDir3 } 1 HORIZONTAL CROSS SECTION 9 (5-1%4°°joamb)sonry ¢� W 9 Direct to masonry N (5-1/4"jamb) F r e o 9 9 FURRING ° a oz C SHEET SHEEP a a 4 4 lAROCK 1"MIN EDGE ROCK m FURRING i E DISTANCE / D �w m v i INTERIOR — v z z o O 0 60 dt11Ui�— Ln o UEn O X o O o wZ 62 �uJN 160 63D 1 V D N i i 62 EXTERIOR INTERIOR Z •-z EXTERIOR 63 E DATE 02127 12 i z 1-1/4"MIN.��_ _ saAm N.T.S. ° a EMB.(TYP.) DWG.BY: JK a WCHK.BY: LFS 3 O HORIZONTAL CROSS SECTION d 9 Direct to masonry 4 VERTICAL CROSS SECTION DBA�mHc HD.: N (5-114 jamb) 9 Direct to masonry FL-15255.6 a tR (5-1/4"jamb) SHEET_�L DF 17 N N V K •...-- Nd :Z°�— m .s z r�rA umM p TYP.HEAD IIII •.........• ,��\ AND JAMB IIII '�� *Ps\\\\\\ o p°D zo IIII � U N o cx IIII a a _Z OZU ` n r0 O-0 c W ° 2X BUCK N X �d IIII 94v mo.aa IIII ; z HII I o �Ew IIIICD 1 ,IIII / IIII X FOR IIII z MASONRY - REF.ONLY IIII o LO L o OPENING IIII z U IIII � m o IIII of IIII a a IIII �m v BUCK ANCHORING N m m z O W N V N O � ti W CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. z z edge distance to mortar joints. " a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w z a maintain the min.edge distance to mortarjoinls,additional concrete anchors o g° maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. o i 3. Concrete anchor table: z v ° MIN CLEARANCE aIAIN CLEARANCE: oa E:02 27 12 z :ANCHOR.. ANCHOR NON a0 MASONRY TO AWACENT;'' / / o z TYPE sIZE .. EMBEDMENT. ANCHOR::. - SCALE: N.T.S. owC.BY: JK m w ITIN v 1/4" 1.1/4" 2" 4" CHK.BY: LFS 3 Z TAPCON _ Cxawwc Ho.: x `c ELCO 1/4" 1.1/4" 1" 4" FL-15255.6 N ULTRACONO N uSHEET 1O CF 17 e IIII IIII � :v•. ;yea~ �°' \ U IIII IIII 'v ''.��•'•••........••'�g\�. IIII IIII '�rr�fflf i ptA��, o n m i TYP.HEAD IIII IIII b 151 u N '0 ANDJAMB IIII Ilil \ E� z m 4i IIII IIII-- v� aN worm 2X BUCK IIII IIII a � m a a a N. IIII IIII E 0ZO IIII` JIII o C La IIII � IIII IIII FOR REF.ONLY IIII IIII IIII '�w ? z IIII IIII 0 MASONRY IIII IIII O J z OPENING IIII IIII " � IIII IIII z a m IIII IIII �� IIII IIII OI W IIII IIII a o_ •' IIII IIII �m BUCK ANCHORING o N N # o O p` W N F Ld O ti CONCRETE ANCHOR NOTES: o b I. Concrete anchor locations at the corners may be adjusted to maintain the min. i a edge distance to mortarjoints. r 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to N z 8 maintain the min.edge distance to mortar joints,additional concrete anchors o ; may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o 'm a 3. Concrete anchor table: o 0 5 — 'z v F MIN CLEARANCE MIN CLEARANCE z Z `ANCHOR`ANCHOR MIN ome 02 27/72 z TO MASONRY TO ADJACENT. o a TYPE `a SIZE EMBEDMENT .:. SCALE: N. . T.S I. EDGE: ANCHOR,:.. 9 ITW MG.BY: JK o D TAPCON0 1/4" 1-1/4" 2" 4" CHY-BY: LFS 3 DRAWING NO.: ELCO ULTRACONe FL-15255.6 0 SHEET LL OF_L7 N SEE HINGE 4' I-- 6"(TYP.) \.��,� '* I r 4/j—,� DETAIL 1 ~� 4" rF O m V�y e. 0 uj �'m om Dc TYP. o ¢z �� '•.......... ri JAMBS ��rrrrrr*Pty��`� i o m o &HEAD gz $N .,z v O \ v Z o o Ern 9mm V a in 56cw $0 2X BUCK 9 uE o o c= DOOR FRAMESEE u) 68 i o0 HINGE MASONRY - TYP. S J zo, DETAIL OPENING JAMBS m <z y w` WO VIEWA-A ? a Head to mullion attachment m `Y p TYP.@ SILL o 23 o m a 9 a N 69 - - G L„B-B" HINGE JAMS FRAME ANCHOMNG STRIKE JAMB 1 'o Masonry 2X buck construction 1 z o o` 0) CONCRETE ANCHOR NOTES: i. Concrete anchor locations at the corners may be adjusted to maintain the min. VIEW 8•8 edge distance to morfarjoints. Sill to mullion attachment 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortarjoints,additional concrete anchors 64 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. F 3. Concrete anchor table: D •` o¢ F o M!N CLEARANCE MIN CLEARANCE 23 • n ANCHOR.:i ANCHOR M1N 22 • • o" TYPE 51I.. EMBEDMENT 70 MASONRY 70 ADJACENT —� •� ` 26 o 0 o %._EDGE: r.ANCHOR 26 • • • — ITW DATE:02/27/12 z Z TAPCON® 1J4,A T 1j4., 2,. 4•' � — 24 24 SCALE: N.T.S. ° z 64 awc.Dr: JK mo ELCO Ij4" 1.1/4" 1" 4" 18 18 _— 2 ULTRACON® WK.Dr: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING no: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of STRIKE PLATE DETAIL FL-15255.6 N 5 HINGE DETAIL wood screws to prevent the splitting of wood. HINGE DETAIL I 2 N c s!:EEr 12 OF 17 � d --SEE HINGE �4 `� _*_ DETAIL 1 14_ 6"(tYP.) QAC.R. a=Z ?w. :may` <��^ OJAMBS rr*Pty�� z d m o 2X BUCK &HEAD o n z U N •• 0 y o V m x Z a o- — — �Z Em 9mmU �� hrnn 6o D_ O - a o, = 6 E oZ v i.i A° �a - DOOR 63 w _ Z 0 FRAME !z64 U v O p z rZ 0o zu SEE MASONRYLn HINGE DTYP• OPENING 22 m ¢z ETAIL 2 JAMBS 64 o � D p TYP.a0 SILL > -- oI < CO 23 a n w DOJ STRIKE PLATE DETAIL G I� B_B„- HINGE JAMB FRAME ANCHORING STRIKE JAMB o N m Masonry 2X buck construction Z q o o i] W CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. 69 9 69 9 0 Ge edge distance to mortar joints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to J o o maintain the min.edge distance to mortar joints,additional concrete anchors a may be required to ensure the"MAX ON CENTER"dimension are not exceeded. • • • I i z c 3. Concrete anchor table: • w • 1 ! ANCHOR::. ANCHOR MIN MIN`CLEARANCE:`MIN.CLEARANCE 26 '•• • 26 '• • Lf� �J ri11 M TYPE SIZ&> EMBEDMENT TO.MASONRY ''TOADJACENT i EDGE.:_. ANCHOR,. 24 24 'z v F ITw 18 18 ( ATE 02/27/12 Z Z TAPCON® 1/4" 1-1/4" 2" 4" SauE: N.T.S. z s ELCOVIEW A-A VIEW13-6 DING.BY: JK m' ffi ULTRACONm 1/4' 1-1/4" 1" 4" Head to mullion attachment Sill to mullion attachment WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 1 HINGE DETAIL 2 cm DRAWING LFS NO.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"a.c.spacing of FL-15255.6 a wood screws to prevent the splitting of wood. ro VSHEET L.3 OF 1 J SEE HINGE _ � ..* DETAIL 1 L►r–4" q.. 6 (TYP.) 9 _`.OAt ' m 'A-A ��_q„ rT 11 I l 1 69 N � ;o` F JAMBS � g y L� �J �ii�� •... ``�� N j M m '. .° &HEAD $Z1; zo N m z _ J \�� Em z M 0 J m�" 96rm oU 1XBUCK VIEWAA M �� m aaa O a Head to mullion attachment o z° `n r: v° c a: o 3'`a DOOR 63 o FRAME TYP. ' Or 0 HINGE MASONRY P SEEJAMBS DETAIL2 OPENING i i m aZ nj D z a P TYP.Q SILL i a� o. a �� a x a a I I I VIEW B-8 'm Sill to mullion attachment B-B" 4 FRAME ANCHORING 23 HINGE JAMB STRIKE JAMB o Masonry 1 X buck construction STRIKE PLATE DETAIL z 0 1Xbuck w 0 CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. ` — _-- H X BUCK X BUCK edge distance to morf1 arjoints. % H o a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to • DIRECT TO ? Q 1 a u maintain the min.edge distance to mortarjoints,additional concrete anchors • • MASONRY Q DIRECT TO may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. \ • •\ i• •• MASONRY o a F 3. Concrete anchor table: 26 ANCHOR:–ANCHOR MI MIN CLEARANCE :MIN CLEARANCE: 24 \m �• • 2 • i iYPE : SITE EMBEDMENT .::TO MASONRY 70 ADJACENT:'. 24 z 0 EDGE:: ANCHOR. ..':' 18 18 DATE:02/27/12 z w ITW SCALL. N.T.S. ° a TAPCONO 1/4" 1-1/4" 2" 4" w - DWG.SY: JK m ELCO ® 1/4" 1.1/4" 1" 4" ces.BY: LFS 3 ULTRACON / HINGE DETAIL i _ HINGE DETAIL 2ITW — d DRAWING NO.: TAP ON® 3/16" 1.1/4" 3" 1-1/2" FL-15255.6 0 SHEET 14 OF 17 N t SEE HINGE �" q ``O�� DETAIL 1 — I ..f 4" 6 OA, Z �`�� m I � :�Y'•. ..�yyp TYP. — F JAMBS '��rrnrr PN %% o roCO 0 1 &HEAD 0 w ..z 64 a v Z D Z U Q d i to o4r :2� 'A E °'t d on oO 1X BUCK a Na maam B a d m o j oZ u o c Nl z DOOR J 63 Z FRAME Q w FE C-1 FEO SEE z� HINGE MASONRY j Z, DETAIL OPENING U 0 U P TYP.@SILL •• o 1 m F TYP. 26 • a a JAMBSJ. • e ~I 18 FRAME ANCHORING STRIKE JAMB $ HINGE JAMB HINGE DETAIL Ln Masonry 1X buck construction d o_ 22 W In CONCRETE ANCHOR NOTES: 9 9 1.Concrete anchor locations at the comers may be adjusted to maintain the min. \ 64 edge distance to mortarjoints. = 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to 69 69 5 maintain the min.edge distance to mortar joints,additional concrete anchors i i • 0 w a may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. i _ • w Z 3. Concrete anchor table: �R P / 26 • • o a MIN CLEARANCE :M1N CLEARANCE =� _ p ANCHOR A21 NCHOR MIN TO MASONRY 70 ADJACENT 24 o B TYPE SIZE EMBEDMENT .... 64 z a LL EDGE .ANCHOR 18 DATE 02/27/12 i F SCALE: N.T.S. w ITW TAPrn ® 1/4" 1-1/4" 2" 4" — —— a VIEWA-A VIEW B-B UNG.BY: JK m' W ELCO ® 1/4" 1-1/4" 1" 4" Head to mullion attachment Sill to mullion attachment HINGE DETAIL i CHK.ar: LFS 3 ULTRACON _ STRIKE PLATE DEWLDWING NO.: c TAPCON® 316" 1-1/4" 3' 1- 1X buck FL-15255.6 0 SHEET 15 of 17 0 V a R:\Oients\Trinity PERMANENT\Flonda Product Approvals\FL-15255\C-Drawings\FL-15255\FL-152555-8.dwg,14.2 " 0.81 t�� 4i r N � I N k' a AH nx va O TT 1 r a r". ` u, m a_ rn o a I (I r a P' � R' 12 oco na 0 0 H x.075'Ir— ��—�� o O O O O �- 4.56"- o S o �c l O tnC � N a. A T— � 4.563' , Do o 3 I o x I I 1 O Z o - r I it Co �{ 1.25'. O 0.31"—� O 0" 0.09' I - a v O m o �m N V / Q I� O o %1 0.76 V O co \ G) N O g wu s C. oA O SCI u, Q O JCFNgF'•. i No.43409 i r g PRODUCT: Document.Pr.par.d W.- r r i F TRINITY GLASS INT'L Lyndon F. Schmidt ��'• oms G\� P.E. No. 43409 Im 0 o Z\ /ffftlllltltt� o r y vPART OR ASSEMBLY: /%y�"(7,{�B.1LDIN. CONSULTANTS. INC. IQ, t0\ 1 0370-211-5 UPDATE TO 5TH ED. (2014) FBC JK t/ UII P.O. Box 230, Valrlco, FL 33595 v 6) ro N0. DATE gY COMPONENTS I Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BUILDING CCNBULTANT9 INC. BILL OF MATERIALS Q J REM R DESCRIPRON - MATERIAL A 1X BUCK SG>=0.55 WOOD �N•'� zio, �� om B 2X BUCK SG>=0.55 WOODC 1/4"MAX.SHIM SPACE 'i (,>M miD 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL rrrrri1 1 z°n;i MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI `a o 0 x i E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE \1` n'E. o m m w F 114!'X 3-3/4"PFH ITW CONCRETE SCREW STEEL t\ a N, m a� H 114"X 3-1/4"PFH ITW CONCRETE SCREW STEEL J #9 X 2-1/4"PFH WS STEEL E oz L #8 X 2-1/2"PFH WS STEEL o a M 3116'X 3-1/4" PFH ITW CONCRETE SCREW STEEL P 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Q 3/16"X 2-1/4" PFH ITW CONCRETESCREW STEEL I JAMB)FINGER-JOINT PINE-SG>=0.42) WOOD En 1 STRIKE JAMB-FINGER-JOINT PINE(5-1/4")-SG>=0.42 WOOD Of 2 JAMB FIBERGLASS/COMP L 8 #6 X 1-114 PFH DRYWALL SCREW STEEL n m I 9 #9 X 2-1/4"PFH WOOD SCREW STEEL W o 12 WEATHER STRIP QEBD650 Q-LON z 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL o °' 19 SILLKEY PC/ASA of 22 DEADBOLT STRIKE PLATE STEEL m a 23 STRIKE PLATE STEEL 'm 24 #9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. G 26 #9 X 1.0"PFH WS STEEL u 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS y z 62 QUARTER ROUND o 0 o � 63 #8 X 2-1/4"PFH WOOD SCREW STEEL 64 #8 X 7'PFH WOOD SCREW STEEL 67 INTEGRAL MULLION-FINGER JOINT PINE(SG>=0.42) WOOD w 69 MULLION BASE KIT PC/ASA o j z 'o h f a \ z y M� 8 p N n � Z a Z El ° DATE 02/27/12 i z SSE: N.T.S. D DWG.BY: JK m CHK.BY.. LFS 3 a DRA"ING NO.: Ix FL-15255.6 N a SHEET 17 OF 17 N V K R W R W Building Consultants, Inc. B Consulting and Engineering Services lift the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board o0roressional Engineers Cenilicme orAulhorizvion No.9813 Prolduct Evaluation Report Report No.: FL-15255.6 Date: May],2015 Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St.East "Impact'Door with Sidelite(s) Doors Assemblies Tacoma,Washington 98446 Outswing Phone 235-875-7300 Facsimile 235-875-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International 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 herein. 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"(HVHZ). 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 Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 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-15255.6 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15255.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,'P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No. FL-15255.6 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Y1;Z-1L, ,Z;;.; Signed&Sealed bV Anchoring RW Building Consultants, Inc. (CA#9813) r- f ;';, r, Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. c�'J'�s' """` �'t,j:```, yr 5. Quality Assurance Certificate of Participation issued by National Accreditation and r; i>.� 4,0409 w i; an Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 X-n' l 5/112015 Sheet 1 of 1 a...- .y. ENERGY RATINGS Feather �iver� DOORS 6/8, 7/0 &8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites 1/4 Liter 410 sq in' 1/2 Lite<_900 sq in 3/4 Lite 51100 sq:in Full Lite>1100 sq in TYPE SWING ' GLAZING U-factor SHGC Wo SH 1.1-factor SHGC 11.1-factor SHGC Triple Pane-Decorative Glass 0.21 0.10 0.18 0.27 0.23 0.30 0.31 Dual Pane-Grooved/Obscure 0.22 0.11 0.3163 0.27 0 0.36►J 0.360 Fiberglass Inswing& Door Outswing Dual Pane-Wrought Iron 0.22 0.11 0,28 63 0.20 0 `%-` 0.31 A. 0.260,1, 0.360 0.340 Dual Pane-Low E-270(Clear/Internal Grille) 0.19 0.06 0.22 0.10 0.24 0.13 0.26 0.18 Opaque/No Glass(Flush/Embossed) LI-Factor=0.15 TYPE SWING GLAZING 1/4 Lite:5 65 sq in 1/2 Lite 5350 sq in 3/4 Lite<_460 sq in .Full Lite>460 sq.in Triple Pane-Decorative Glass 0.18 0.03 0.23 0.13 0.25 0.16 0.28 0.22 Fiberglass Inswing& Dual Pane-Obscure 0.19 0.04 0.25 0.13 0.28 0.18 0.31 El 0.23 E D Sidelite Outswing Dual Pane-Wrou ht Iron 0.19 0.03 0.25 0.14 0.28 0.18 0.320 0.2447- Dual Pane-Low E-270(Clear/Internal Grille) 1 0.18 0.02 0.21 0.07 0.23 0.09 0.25 0.12 Air Leakage <_0.3 cfm/ft' 6/8 Mahogany Woodgrain Style Fiberglass Entry Doors &Sidelites 1/4 Lite<_410 sq in '1/2 Lite<_900 sq in,3/4 Lite<_1100 s 'in. Full Lite>1100.sq.in TYPE SWING' GLAZING U-factor SHGC 11.1-factor SHGC, U-factor SHGC ' 'U-factor SHGC Triple Pane-Decorative Glass 0.20 0.08 0.23 0.14 N/A N/A 0.27 0.23 Dual Pane-Craftsman 6-Lite(Mahogany/Smooth) 0.22 0.10 N/A N/A N/A N/A N/A N/A Fiberglass Inswing& Dual Pane-Craftsman 3-Lite,1-Lite Low E-270 0.21 0.10 N/A N/A N/A N/A N/A N/A Door Outswing Dual Pane-(Clear/Internal Grille/Wrought Iron) 0.21 0.10 0.26 0.17 N/A N/A 0.31 0 0.28-04 Triple Pane-Laminated Impact Glass 0.20 0.07 0.22 0.13 N/A N/A 0.25 0.20 Opaque/No Glass(Flush/Embossed) U-Factor=0.15 TYPE SWING GLAZING• 1/4 Lite 5 65 sq in' ,1/2 Lite S 350 sq In.'3/4 Lite:5 460 sq in Full Lite>460 sq in, Fiberglass Inswing& Triple Pane-Decorative Glass 0.18 0.05 N/A N/A 0.24 0.14 0.27 0.19 Sidelite Outswing Dual Pane-(Obscure/Clear/Internal Grille/ 0.19 0.05 N/A N/A '0.27 0.16 0.30 0.22 Wrought Iron) Dual Pane-Low E-270(Clear/Internal Grille/SDL) 0.18 0.03 N/A N/A N/A N/A 0.24 0.11 Triple Pane-Laminated Impact Glass 0.18 0.04 N/A N/A 0.23 0.12 0.26 0.16 Air Leakage<_0.3 cfm/ft' 6/8 Flushglazed Oak Woodgrain and Smooth Style Fiberglass Entry Doors &Sidelites 1/4-Lite 5 410 sq in 1/2 Lite S 900 sq in 3/4 Lite<_1100 sq in Full Lite>1100 sq in' TYPE SWING GLAZING U46ctor - SHGC 11.1-factor SHGC U-factor SHGC LI-factor SHGC. Triple Pane-Laminated Impact Glass 0.23 0.08 0.25 0.14 0.27 0.18 0.30 0.24 Triple Pane-Decorative Glass 0.23 0.09 0.25 0.16 0.27 0.21 0.30 0.28, Fiberglass Inswing& Dual Pane-Laminated Impact Glass 0.24 0.10 j0.27 p 0.18 p', 0.30 0.24 ` 0.34►J 0.320 Door Outswing Dual Pane-Grooved,Reeded 0.24 0.10 0.28 0 0.19 0' - '0.3101 0.25 h 0.35 r3 0.33►J Dual Pane-Wrought Iron 0.24 0.10 0.28 03 0.190 0.31►3 0.25,0 0.35 0 0.33►J_ Dual Pane-Low E-270(Clear/Internal Grille) 0.21 0.05 0.23 0.09 0.24 0.12 0.26 1 0.16 TYPE SWING GLAZING 1/4 Lite 5 65 sq in .1/2 Lite:5 350 sq in, 3/4 Lite<_460 sq in Full Lite>460 sq in. Triple Pane-Laminated Impact Glass N/A N/A 0.24 0.10 0.25 0.13 0.27 0.17 Triple Pane-Decorative Glass N/A N/A 0.24 0.12 0.25 0.15 0.27 0.20 Fiberglass Inswing& Dual Pane-Laminated Impact Glass N/A N/A 0.25 0.11 0.26 0.14 0.29 0.18 Door Outswing Dual Pane-Grooved,Reeded N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Wrought Iron N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Low E-270(Clear/Internal Grille) N/A N/A 0.23 0.06 0.23 0.08 0.24 0.10 Air Leakage <_0.3 cfm/ft' t_1Sldelrte Will not qualrfywhen purchased separately ��Will roYqualify under Qualified'in Northern (_,°Does qualify when purchased and installed with"qualified'Feather River entry door and sidehte configuration,jL ENERGY STAR.guidelines. ::&North-Central Zone NFRC Size Designation Feather River Door Description NFRC Size Designation Feather River Sidelite Description Fanlite,Craftsman(Mahogany)Craftsman Rectangle, 1/4 Lite 5 65 sq in Craftsman(Mahogany) 1/4 Lite<_410 sq in Craftsman Arch,Center Arch,3/4 Oval(Smooth), 1/2 Lite 5 350 s in Half Lite,Half Lite RT,Center Arch 6/8 Oak Metro(3 Lite,3-Lite Mix,4-Lite,5-Lite) 9 ( ) Half Lite,Half Lite RT,Softbrow,Center Arch(8/0 Oak), 3/4 Lite 5 460 sq in Center Arch(6/8 Mahogany,8/0 Oak),3/4 Lite(6/8),Full Lite(6/8 Oak, 1/2 Lite:5 900 sq in 3/4 Oval(Mahogany and Oak),Full Oval, Smooth,Mahogany-12"/10") Metro(1-Lite Straight,3-Lite Craftsman) Full Lite>460 s in 3/4 Lite 8/0,Full Lite /0,Full Lite 6/8 Mahogany 14" q' ( ) (7 ) ( 9 Y- ) 3/4 Lite <_1100 sq in 3/4 Lite(6/8 Oak) Opaque/No Glass N/A Full Lite>1100 sq in 3/4 Lite(6/8 Mahogany),3/4 Lite(8/0),Full Lite,Full Lite RT Opaque/No Glass All Panel Doors Note:Transom:do not quaG y for the tax credit.Any tax credit,li available,would be based or"qualified" Undated February 9,2015 vi!h Si:elites _...,, .le Doo, -onfiuu, t6.,n. Florida Building Code Online -77 + 7i e I j`� 1 kJ�iu,rl DeP,3�fit V,Tr, BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map j Links Search BusinesFr�,{ Professional � -e R�USProduct: Approval I I- iJon Product Arorov al Mena>Product or ArrlicaUon Search>Arolication Ljst>Application Detail 3T i v ' t FL# FL16708-R4 Application Type Revision t� Code Version 2014 Application Status Approved Comments S } f; Archived ❑ !'f •� Product Manufacturer JELD-WEN E� y Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 S (800)535-3936 fbci@jeld-wen.com x j Authorized Signature Kaede McLaughlin fbci@jeld-wen.com i" Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 } (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative l Address/Phone/Email �. Category Exterior Doors i Subcategory Swinging Exterior Door Assemblies tj k Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ` ❑� Evaluation Report-Hardcopy Received ,i f' ) {$ Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute st •. Quality Assurance Contract Expiration Date 01/01/2018 " Validated By Locke Bowden ❑� Validation Checklist-Hardcopy Received Certificate of Independence FL16708 R4 COI COT JW SS 2015-04-27.odf Referenced Standard and Year(of Standard) Standard Vear TAS 201 1994 z TAS 202 1994 i TAS 203 1994 Equivalence of Product Standards http://NvwW.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDqu8obl%2flZm6TudWOg6cFUIG6KCFGtgnSaXVVVIN87y3XZg%3d%3d[7/14/2015 1:34:03 PM] Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 i{ Date Validated 05/01/2015 S Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 a 1 Summary of Products 5'- k [Approved Design Pro/Smooth Pro Fiberglass Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Use Installation Instructions d for use in HVHZ:Yes FL16708 R4 II A010871A.odf for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Resistant:Yes Created by Independent Third Party:Yes ressure:N/A Evaluation Reports FL16708 R4 AE PER3480.odf Created by Independent Third Party:Yes iClinni (Limits of UseInstallation Instructions1. Approved for use in HVHZ:Yes FL16708 R4 II A010872A,ndf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 it Impact Resistant:Yes Created by Independent Third Party:Yes } i Design Pressure:N/A Evaluation Reports ' Other: FL1.6708 R4 AE PER3481.odf Created by Independent Third Party:Yes I '16708.3 Design Pro/Smooth Pro Fiberglass Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and # _ y Outswing '. Limits of Use Installation Instructions { Approved for use in HVHZ:Yes FL16708 R4 II A010873A.odf k. Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 4 I Impact Resistant:Yes Created by Independent Third Party:Yes '.? Illi Design Pressure:N/A Evaluation Reports Other: FI-16708 R4 AE PER3482.odf Created by Independent Third Party:Yes 16708.4 Design Pro/Smooth Pro Fiberglass Double XX Impact Glazed Door 6-0 x 6-8 and 6 0 x 8 0 Inswing and g 9 ( ) P g i. Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 11 A010874A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes !. Design Pressure:N/A Evaluation Reports { Other: FL16708 R4 AE PER3483.odf _ Created by Independent Third Party:Yes t w f 116708.5 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Opaque Door 9-0 x 6-8 and is I 9-0 x 8-0 Inswing and Outswing i (Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010875A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 „P Impact Resistant:Yes Created by Independent Third Party:Yes *' Design Pressure:N/A Evaluation Reports Other: FI-16708 R4 AE PFR3484.odf i.. Created by Independent Third Party:Yes g 116708.6 Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing �± Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 11 A010876A.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 i Impact Resistant:Yes Created by Independent Third Party:Yes i . ' Design Pressure:N/A Evaluation Reports ! _ i Other: FL16708 R4 AE PER3485.odf I' ` Created by Independent Third Party:Yes if 16708.7 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Opaque Door 12-0 x 1 _ 6-8 and 12-0 x 8-0 Inswing and Outswing %x Limits of Use — Installation Instructions I Approved for use in HVHZ:Yes FU 6708 R4 11 A010877A.ndf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports http://xvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDquSobl%2flZm6TudWOg6cFUlG6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PK Florida Building Code Online r`t Other: FL16'108 R4 AE PER34$6.pdf Created by Independent Third Party:Yes 16708.8 Design Pro/Smooth Pro Fiberglass Double with sidelite(s)(XX,O/O,XX/O,XX,O)Impact Glazed Door 12-0 x 6-(; _ 8 and 12-0 x 8-0 Inswing and Outswing f Limits of Use �� Installation Instructions Approved for use in HVHZ:Yes FL16708 R4 II A010878A.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.73778 t Impact Resistant:Yes Created by Independent Third Party:Yes [ _ Design Pressure:N/A Evaluation Reports Other: — FL16708 R4 AE PER3487.pdf Created by Independent Third Party:Yes f d I+__ Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 K The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement E q, Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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), t. 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 t 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 area licensee under Chapter 455,F.S.,please click here-. ��. Product Approval Accepts: a ELM � a) r' � � +etuntvals-ra�«5- http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU1G6KCFGtgnSaXVVWN87y3XZg%3d%3d[7/14/2015 1:34:03 PK 398 E. Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FK contact@buildingdrops.com April 27, 2015 TO: Whom It May Concern FROM: Hermes F. Norero, P.E. Registered Florida Professional Engineer#73778 } MANUFACTURER: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Dear Sir (Madam), To the best of my knowledge, the above-mentioned product conforms to the current edition of the Florida Building Code. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, `%%JIM1111 � -S F. NO •,,� Z '��Gs�•; 'p 'N cs_x63778'• $TATE OF 0,<• f FL D'ftOP Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document Date:2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer#73778 Page 1 of 1 MCPAM 1)AY BUILDING DROPS,INC. "v, ( I"ll ky i & 1) 0 R, s DESIGN PRO/SMOOTH PRO 37 112"MAX,_ - IMPACT APPROVED O.A.WIDTH LALu Qz Io FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37 1// MAX. ui O.A.WIDTH W GENERAL NOTES: Z US 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURLD TO COMPLY WITH THE CURRENT FLORIDA < BUILDING CODE(TBC),INCLUDING IfVHZAND HAS BEEN EVALUATED ACCORDING 70 THE FOLLOWING: > Z ;x, • TAS 2.01-94 • TAS 202-94 • TAS 203-94 < 9. ADFQL MAI IND FOR 0 LACY OF THE EXISTING STRUCTURAL CONCRETEiPvMONRY OR 2X FRAMING ASA, N z ACTIVE z ULJ 0 ACTIVE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD,TO T —6. I FOUNDATION 15 THE RESPONSIBILITY Or THE ENGINEER OR ARCHITECT Or RECORD FDR THE '.."CT < I INSTALLATION. j N ci 5 y 0 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS F A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILE REMARKS BY DATE HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH TER DOCUMENT. Odd ADA,11.W,.Itl-Powlwc4 G' 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, S. 6PANFL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDIT',C)NAL PANEL.CONFIGURATIONS AND FLUSH TYP ELEVATION 1 r2\ TYP.ELEVATION 2 DOORS ARE QUAILIFIE.D. Q 7 G. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF, REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MELTS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN INSTAI LET)AT LOCATION PROTECTED BY OVERHANG SUCH,THAT OVERHANG(OH)RATIO CH LENGTH 0-t HEIGHT IS?1.0 F.t';() lfj k?. DOORS SHOWWABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. TABLE OF CONTENTS v 7igltally signed by Hermes F.PJnrern,P.E. SHEET REVISION SHEET DESCRIPTION I A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES )am 2014.07,06 09.54:23-04't)(Y 2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14 3 OPTIONAL 7X TRICK,ANCHORING DETAILSDING CHK.ITY: MAIL OVERALL DESIGN PRESSURE(PST) GL TY; ss/mss 4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE 5 A HORIZONTAL ASSEMBLIES CONFIGURATION IMPACT SCALE: NTS WIDTH HEIGHT INSWING RATING 6 A WOOD SUBSTRATES POS. NEG, DWG.11:A010871A 7 A LONCRETESUBSrRAfES X 31.W ll,.' 7,77-M SHEET: OF B A COMPONENTS&BILL OF MATERIALS Sa- So •SEE GENERAL NOTE ER INFILTRATION APPROVED SILLS. INSTALLATION NOTES: PKIiIABEL)IW -. ONE(11 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. SIAM AS REQUIRFO AT EACH INSTALLATION ANCHOR WITH LOAD HEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC. SHITA STACK TO BE 11-1 INCH SHIM WHERE SPACE OF I/,11,INCH OR GREATER OCCURS.SHIMS)SHALL BE .Tres anamntnc�R�,vo,sa six .CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. r tarn 'LM1>M�tr.+irrt xerx 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EX(ZUOF WALL FI NISHE5,INCLUDING BUT NOT UMITED 1'0 ..37 1/2,.MAX. STUCCO,FOAM,BRICK VENEER.AND SIDING. .37 WIT)lH 4. INSTALLATION ANCHOR.,AND ASSOCIATED HARDWARE:MUST BE MADE OF CORROSION RFSISTANT MATERIAL - 3"1YP. w OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 F- MANUFACTURER'S INSTALLAIION INSTRUCTIONS. 1 — � O Z F-M 5, FOR HOLLOW BLOCK AND GROUT HLIF.0 BLOCK,DD NOT INSTALL.INSTAILA?{pN ANCHORS INTO MORTAR ! Oz CL 0 n JOINTS:TiOGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR FOOT OF MORTAR JOINT INTO FACE ) i 2:Q z � m•LL-�'' SHELL OF BLOCK. I d a x Off. 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE!PRODUCTS SHALL BE.THE SAME AS FOR 2%BUCK a CONCRETE/MASONRY CONSTRUCTION. Ott D +� a� cr 7 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE:BASED ON SUBSTRATE MATERIALS WITH TETE �N i m m oQ- Q FOLLOWING PROPERTIES: a,.y H 2 w ;4: A.WOOD-MINIMUM SPECIFIC GRAVITY OFO.55, i;m a O O w O B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. zz 7: ® z C GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C 90 WITH MINIMUM COMPRESSIVE STRENGTH j z LL z z Q U OF 7000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j N p a ® ¢ Q PSI, C)Z X J D.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMS TO ASFMC-90 WITH MINIMUM COMPRESSIVE.STRENGTH OF)06(1 PSI. 4 R. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR �' Y F- LOCATIONS,EDGE DISTANCES,ENiBEDMENTS,AND SHIM SPACING. h REMARKS BY DATE 9, OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SE.CDON OF HEAD OR MMB AS LONG AS MINIMUM _ 4 ADA,0,M,N aratat Lack G1.06123hn EMBEDMENT AND EDGE DESTANCE ARE.ACHIEVED. A2 A2 ANCHOR TABLE �TYP.ANCHOR LAYOUT l�J b'd'n Ob'Onas nlraRl 6'8"DOOR5 8'0"DOORS ••--+ wwnuicmrvnrn�ncnlewmn�wc+4 n,dann:ax.,ie4uiva,imo.c;d uimc R.« xinr,nu».,to. ANCHOR IYVE SUBSTRATE ANCHOR MIN. MIN.EDGE a`F:vMtu uWiR%enriexrwn r- 11{Illl1/7 SIZE EMBEDMENT DISTANCE MAX.O.C. MAX,O. SP CING IAMBS AT SPACINGAT ��SrGS F,rj 0,7777i NOiE: �� Ccs•,....w." ��F i� NO ANCHORS REQUIRED AT THE SILL FOR SI NGLE DOORS(X)ON LY. WOOD SCREW 410 7x WOOD BUCK 1.1/2- 3/4" 1.7.1/7" 17-1/4" '2'r•4S i}�••; rrj OR FRAMING $ 7317V' ETW TAPCON 3/16" CONCRETE/CMV 1.114" 2-112" 11.112" 17-1/a" � �•rarea� ;`zu: LLCO ULTRACON 1;4" CONCRETE/CMU 1-318"-C,ONC. k" 17-1(2" 17414" 9.(� .�1 OF?�OL;,•' 1.1/4".CMU B2 7 99X2112"PTH � SCREWS DATE: 02.05.14 2-04 x 21R'I>EH OETAILU2 - 22 23 DWG-ELY: CHK-[Y: PTH SO'lays TYINT SHOE GL/TJM SS MSS MULTI-PO{NT SHOOT BOLT PLATE LOCATIONNTS (RH PLATE SHOWN) ,CALE' A010871A Of'TAII BZ DING,fh TYI'.HOPPE -1-BOTTOM SHOOT MULT[,POINT SHOOT BOLT BOLT PLA IE SHEET: OFB PLATT LOCATION HOPPE PAY49911 A. SILL SECTION VIEW HEAD SECTION VIEW 2 Z �MS'MPYG s++aWN OUISV11PXa AM'dAR Z It35WW6 SNOWY 61f(SWIM4 SI:ULtH SEFaffNt.fS PItEP4Rl 11 Pf f U BUILDING DROPS,INC. v r lunm nus:., .sl.slx Ixwnnrun rrca r.+tw• 4112"TYP. 4 1/2"TYV, 1 1/2'OFFSET Yf. 7F testi cc O o UJ Y4yn W p o ¢ =y ZE �F- ga mw x O nv a U J az z a a - �� 0C) Z. o a u u . oz REMARKS BY DATE Md AIM sill,Mull.-Point tock GL 6123/14 ANCHOR LAYOUT 110NNt IKNUtt INC'ON(P(lt/MNfONPY rinm a urroua� r�i HM • 1 1/4'MIN.EMBED TYP. ```11111 111 F F FIZ'` i �N SEE TABLE ZX BUCK ANCHOR TABLE � 6'8"DOORS R'D"DOORS . — * .,... ANC110R MIN. MIN.EDGE MIN.CENTER ANCTHORTYPE SUBSTRATE DIST.TO TO CENTER STATE OF D: SUBSTRATE DISTANCE f SIZE EMBEDMENT MAX.0, MAIL O.C. r .� : Lu N o— SPACING AT SPACING AT �O.p•'• �OK10•;'24/ IAMBS JAMBS i Cc •aKW•csw�� ZX WOOD RUCK INSTALL Ca 2X WOOD BUCK iK`S ANCHOR PER RUCK ANCHOR TABLE rfW TMCUN 1/4" C.ONCIIETF/CMU 1.1/4" 2112- 4" 2s" 30-1/4" 2X WOOD BUCK INSTALL. 2X WO ,��K�"lirr .,i5`y164�rK L I rr ELCO ULTRACON 1/4" C.ONCREX.. NMI- DATE: 1-318"-GONG. 1,. 4" 2S° 301/4" � nOD BUCK INSTALL. Ja/a•-cMu CNnssxrnoN T- nocvrcw DATE: 02.05.14 NOTES: DWG. Y� CHK. Y: CC 1, 2X BUCK IS NOT FOR INSTALLATION AT SRL. GL TJM SS/MSS SCALE: NTS DWG.Ik 2. ANCHORS MAYBE STAG Gf RED AS SHOWN IN DETAIL 413. A010871A SH FFT: OF 8 3 Mat PARED RV: HINGE OFTAII.AT IAMB: HINGE SCHEDULE — PIhf.Fa9%2-IjJ,"PNI SCREW NF.%T TO WFATHERSTRTP BUILDING DROPS,INC. DOOR HH5H1 OLIANTITY w�Dwron fit Ata'.I Erw 4 1 0 w m "o 112 �:.a LLJ ` x /// wTtE:IDR wrrRcR ------ '\ I-a9x 2...Ip..PHILLIPS 4Q FLATHEAD WOOD SCREEN y \ ~' �--3-199X3/4"PHILLIPS Cl O � Fl AT WOOD SCREWS O TF E%TERIOR E'f,I[N:Oft` S 4-a9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE3/4"LENGTH FOR 6'8"DOORS USE 1"LENGTH FOR 8'-0"DOORS ° LOCK JAMB HINGE JAMB 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE Md ADA v14 MAO N-1 Loc# GL 6/23/14 —9-119 X 13/4"PER 13-18 X 1 3/R"111116',11"UNITS) '3•a8 x 2"PFI I 15.a8 X 1 3/8"PFH 8.0"U NITS R-a9 X 2112°PFH Wl HARDWARE I 1 J6'W'&8'-0"UNITS) W/STRIKE HARDWARE / ,+w cwawrw v,am+c+wss ni.- W/STRIKE IIhRDWA", "I-MPI STRIKF PIATF COMES W/IIhRDWf.RF. ;u.r a:wr ow<.M Unna �L MP!STRIKE.PIhT[S 4-x3%1 3/8"PFH 11 iioiry ,A n�„reeMn•+ 21 1-REINFORCEMENT PLATA 20 - IIOPPCx2512296 SSY14til11 LI111/222 EXTERIOR EXTERIOR vR.�?� fi ND 76/7t;� Gr ' cr IN11_41OR o -INTERIOR _) ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB (-&-�HOPPE MULTI-POINT LOCK PATE° 02.05.14 OUTSWING SHOWN-INSWING SIMILAR OUTSWLNG SHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE•ACDVE PANEL ONLY UWb. Y: CHK.BY 5 �.� GL�TJM SS/MSS SCALE:: NTS DWG.x:A010871A SHEET: OF 8 5 EST PAN 0 BY' X WOOF)BUCK BUILDING DROPS,INC. s 1 w MIN, - ` n rt FI}GE DIST. w , �� WOODANCIIOR I SFE TABLE SUEL:T 2 wF SEE TABLF UN SHEFt 7 mru wNa n WICONE 2X WOOD RUCK LL3 ¢ o D zx tvooD BUCK o° ¢ ^r k a WOOD ANCIIOR Y SF.F.TABLE ON SHEET 2 MIH F MEED. SEE TABLE SIIELT) tr U co cc I'1� HEA® (TYPICAL) (� JAMB (TYPICAL) OPERABLE SILL �D:� o o 6 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR \ Fj INSWING-NO ANCHOR REQUIRED Q ^ L✓ ENDURA 7AIL4565F SILICONE SILICONE SILICONE ti r REMARKS JBY DATE 2X WOOD RUCK 7K WOOD RUCK 413 ADA 01.MWfl Path Lmk GL 6;Z3fl4 2X WOOD RUCK I u IURiIIGhf n40fnRr5 re�+eKur vF�.,f�n'�o'�min (� OPERABLE SILL OPERABLE SILL OPERABLE SILL w.l o 6 OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 4� OUTSWING-NO ANCHOR REQUIRED nt{I i llf lt'ry AFCO J-2297 AFCO A-276/P-2000 AFCO H-497 S�VR�'SA.'RfO�jJttt�7i'i c^ 51%ITE p Crlu — 51CI[ONE fir` -SILICONE SILICONE 'er/P. Q4Y+Fn*S�iyS� �,_.L .rri��J:ig77S4M1 -w�a 2X WOOD BUCK 2X WOOD BUCK M WOOD BUCK DATE. 02.05.14 �1 OPERABLE SILL OPERABLE SILL � OPERABLE ADA SILL GUTJM ss/mss 6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHORREQUIRED 6 NSWING/OUTSWMG-NOANCHORREQUIRED SCALE: NTS AFCO A-117 ENDURAZUBL4565F ENPURA HC15000 DWG,fl:A010871A WEFT: OFB E>OPTIONAL.LY,ANCHOR CAN BE PLACED IN NARROW SECTION Of HEAD OR JAMB AS LONG AS MINIMUM FMBEOMENT AND EDGE DISTANCE AREACJiIFVED. P.PPxI11 BY MIN. 1X'NOOD BUCK 1.17Gf URS1.I57, {OPTIONAL) C' r2 G x BUILDING DROPS,INC. �. CCIMCRCrL ANCHOR SII)CONE SF.F:PARLE ON SHEE7? -vxJvt .L� nr CONCENT MASONR �a t BY OI LID % CONCRI I FJ .o MASONRY i of w / � _._....,.-•.-�._._. IlY OT HERS on„ rt�•^�n IX WOOD !'. i n`xi-.x., /1 / i-t--••.-MAX O _ F rx SHIM a m a g L-CONCRETEANCHiiR CONCRETE/MASONRY BY OT HERS ti SEE TABLE ON 51EEF:1 7 MIN.EMBED, lr v ul SILL IARLC SIIEFT 2 4 Q W 1 HEA® (TYPICAL) JAMB (TYPICAL) r3--� OPERABLE SILL OUTSWING SHOWN-INSWING SIMI OUTSWING SHOWN•INSWING SIMILAR 1, 7 ' INSWING-NO ANCHOR REQUIRED O U * ENDURA ZAIL4565F 2 - 0 �,- "J SILICONE SILICONE r'- 6 r- REMARKS BY DATE .a d d .a a d L:_ d,RA sVI,Nlult:roint lack GL 123111CONCRETE/ CONCREJF/ - CONCRETE/ MASONRY MASONRY MASONRY RY OTHERS BY OTHERS BY OTHERS n�D SNKI vOv nl n,n9nv:�Uu+n WMar��n"1 ny Wn,rourwwmnclmuu;m OPERABLE SILL OPERABLE SILL OPERABLE SILL OUTSWING-NQANz HOOR REQUIRED ` ? INSWWAG-N ZNHOZOROEQUIRED 7 OUTSWING•ANOOANCHROR REQUIRED ,`y,`IESLF 1/lrYY7,r, ` J _ �Na-7�377��• _ SILICONE G� SILICONE SILICONE ��'•.'F,. {:•; (L�1 l .c� •• t UR(D �, a a a d a4 d 1d7F9neaidbt>r.,. [4 MASON CONCRETE/ CONCRETE/ MASONRY MASONRY a MASONRY BY OTHERS RY OTHHiS '^ RY OTHFRS OPERABLE SILL rg-) OPERABLE SILL g OPERABLE SILL DATE: 02.05.14 7 OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED '�' UTSWING/INSWING-NO ANCHOR REQUIRED OW'G.fy3�Y-: CHK.fl`Y: AFCOA-117 ENDURA ZODL4565F E.NDURA HC150110 ADA GL/ jm SSJMJS SCALE: NTS DWG.n:A010871A SHEET: OF 8 OPTIONALLY,ANCHOR CAN BE.PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 1..MBEDMENT AND EOBE DISTANCE ARE ACHIEVED. PRI:PAM0 BY RRL Or MATERIAIS 20 ROCKWELL MULT-POINT LOCK HOPPE MULT-POINT LOCK ITFMR DESCRIPTION MATFRIAI 2� Vi/SILL SHOOT BOLI'PLAT E t12098911 FINGER-IOINTCD PINE. L--i 1 BUILDING DROPS,INC. SOLID PINE © I , ,cnminr a+- L FRAME HEAD/JAMRS LAMINATED VENEER v v.VISF.�iao-.x+rx LUMBER ® _- rn<t"'++",..... COMPOSITE. rt 2 (rJorusFD) 3 piorus£nl Q )q N rr 4 ENDURA ZAIL4565F THRIWOLD - O U" a 4 Q UH 5 AFC012297 TI IRESHOID - � =O F a Ll 6 A£CO M276)P-2000 THRESHOLD ( O� 7 AFC011-497 THRESHOLD � p 0®D o - ®® �o- �l J H APCO A-117 THRESHOLD p ��-) O f~ Cil 9 ENDURA 7OU14565F 71IRESIIOLD - 0 O o HANDLE — a. C 2 z D o HEIGHT O� Q 10 ENDURA HCISO90 ADA THRESHOLD o t� y4', 11 WEATHERSTRIP URETHANE FOAM a AA I o i iD`0 T © O t2 � POt YETHYLENIS O Qo UJB 12 NOWCOMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE n ° z IL1N0![ 9 O 13 (NOT-usED) _ HEIGHT OL 14 (NOT USFDJ C::)o ;_+ O ~ p — " 1= v 15 910 WOOD INSTALLATION SCREW W/1 1/2"MIN,EMBEDMENT STEEL o 0 16 CONE/ClOU ANCHOR(SEE ANCHOR TABLE SHEETS 2-&31 STEEL p ° o REMARKS BYDATE Add ADA ill,MVRISNM1t Lotk GL /23/14 17 BUTT IIINGE(SEE SCI IEOULE SI IEET 5) STEL IB KWIKSET LOCK SERIES 400 STEEL M 19 KW IKSET DEADBOLT 5E RIES 780 STEEL ROCKWELLMULTI-POINT TONGUE LATCH 0 73228758 6 8 UNIT 20 ROCKWELL MULTI-POINT TONGUE LATCH 073228780 R 0 UNIT STEEL wnrmx 21 HOPPE MULI-POINT HARDWARE HUS9000 STEEL ` r `11y1111111177jZ 22 IIOPPE MULL-POINT HEADSHOOT BOLT PLATE LH 98784091 STFEL. 23 HOPPF MUU-POINT HEAD 511007 BOLT PLATE RH 48783923 STEEL \ X99 1 ,Z 4 G �rr4SE Flo Oo0 _ Nal.73.7713 ��0FRAME HEAD/JAMBS ENDURA ZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) �'.�� =c�•'""��' VARIES,SEE BOM AT LEFT a THRESHOLD 5 THRESHOLD a THRESHOLD 1�I I lYlrJ-1 4.5'7" DATE: 02.05.14 DWG. Y: CIIK-BY: AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA 23 HEAD SHOOT BOLT PLATE(RH) GL TJM SS/MSS �f THRESHOLD THRESHOLD SCALE: NTS DWG.":A010871A T Com . �00 SHEET: OFR 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach, Fl-33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX coiitact@buildingdrops.com Of JELD-WEN, inc. Design Pro / Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Current Florida Building Code Method: 1 — D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product- Design Pro I Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0 (Nominal) Prepared For: Z I q/ 7378,-' t Prepared by: -10 1— T Z AT/E Or af �3Lcr Florida Professional Engineer 4 73778 0 N Date: 04,101/2015 Contents: Ak- Evaluation Report Pages I —5 111111111 till\\ Digitally signed by Hermes F.Norero, P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Date:2015.04.02 12:01:15-04'00' Al BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Certificate of Authorization:29578 Report No: 3480 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro/Smooth Pro Impact Approved For use in the High Velocity Hurricane Zone(HVHZ) 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Method 1d of the Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010871,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters, Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01J2015 Report No: 3480 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation&Management Institute (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report# Report Date: SJ W 2013-131-TAS 07/02/13 SJ W 2013-206-TAS 11/13/13 SJW2013-246 12/17/13 SJW2013-231 12/03/13 SJW2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3925-03 02/07/14 SJW2014-032 04/22/14 SJW2013-194 w/addendum 06/10/14 NCTL-210-3916-02 w/addendum 06/10/14 NCTL-210-3930-01 02/24/14 N CTL-210-3 930-02 03/10/14 SJ W2014-073 06/26/14 SJW2014-077 06/27/14 SJ W2014-072 06/27/14 SJ W 2014-080 07/03/14 2, Quality Assurance Entity National Accreditation &Management Institute (FBC Organization#QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Date: 04/01/2015 Report No: 3480 Certificate of Authorization:29578 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635-10,ASTM D638-10,ASTM D1929-12, ASTM D2843-10,ASTM G155-05 Report#: ESP010982P Report Date:02/26/13 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, Inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 2) ASTM D635-10 3) ASTM D638-10 4) ASTM D1929-12 5) ASTM D2843-10 6) ASTM G155-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 2) ASTM D63S-06 3) ASTM D638-03 4) ASTM D1929-96 (2000) e01 5) ASTM D2843-99(2004) e01 6) ASTM G155-05a After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current Florida Building Code. Hermes F. Norero, P.E. Florida No. 73778 Page 4of5 s BUILDING DROPS A Perfect Solution in Ever Drop Date: 0 Y p Report Noo:: 3 34 015 480 - Certificate of Authorization:29578 • Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete(Min. f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where one by (1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions(A010871) for anchor spacing and more details of the installation requirements. Design Pressure: i._ _v j �1 MAX. OVERALL DESIGN PRESSURE (PSF) ( NOMINAL SIZE i!v1IS51LE CONFIGURATION i — ' IMPACT INSWING � OL►TS1/t�IPJC, � I y WIDTH HEIGHT RATING j POS. `IE: r'JS. ilEfM. x i J`' 6'• 55 5 i 65Lfd'I F: SMI Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 r '1 JELDr-WEN Design-Pro,", and Smooth-Pro- Fiberglass Doors WINDOWS & DOORS The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating could vary.Confirm ratings for specific products with your supplier or JELD-WEN sales representative. Highlighted options are ENERGY STAR certified in all zones. " Highlighted options are ENERGY STAR certified in Northern,North-Central zones. Door Illustrations are examples of glass area and are not representative of the full selection of door desl ns available. 1/4 Lite_ 1/2 Lite 314 Lite Full Lite S I GLASS UNIT i � THICKNESS/ TYPE DESCRIPTION GLAZING � a� Clear 0.23 ' 0.10 0.28 0.19 0.31 0.26 0.36• 0.34 1/2" Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28 Clearw/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30 Low-E w/Grids 0.21 0.08 0.25 0.14 0.26 0.19 0.31 0.25 3/4" Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26 Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22 i Clear 0.22 0.10 0.27 0.19 ..:.0.30 0.26 0.34 0.34 Low-E 0.21 0.09 1 0.24 0.16 0.26 0.21 .0.29 0.28'.:" 1,,. Clear w/Grids 0.22 0.09 0.27 0.17 0.30 0.23 0.34 0.30 Inswing and Outswing Low-E w/Grids 0.21 0.08 0.24 0.14 0.26 0.19 0.29 0.25 Clear w/Blinds NAA 0.28 0.17 0.32 0.23 0.36 0.31 Low-E w/Blinds NA NA 0.24 0.09 0.27 0.12 0.30 0.16 Decorative Glass' Decorative/Clear 0.21 0.09 0.24 ---44Z--172-00.20 0.30 0.27 Embossed NA I U-Factor=0.17 SHGC=0. Flush NA \,U-Factor=0.16 SHGC=0.0 Impact Glass' Clear Lam 0.24 1 0.08 0.29 0.20 0.38 0.27 Triple Pane Clearw/Blinds and Grids NA NA 0.23 0.12 NA NA 0.27 0.23 Low-E w/Blinds and Grids NA I NA 1 0.21 1 0.10 1NA NA 0.24 0.19 Clear NA NA 0.25 0.11 0.27 0.15 0.31 0.20 1/2" Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16 Clear w/Grids NA NA 0.25 0.11 0.27 0.14 0.31 0.18 Low-E w/Grids NA NA 0.23 0.09 0.25 0.12 0.28 0.15 3/4" Clear with SDL NA NA NA NA 0.26 0.13 0.30 0.17 Low-E with SDL NA NA NA NA 0.24 0.11 0.26 0.14 Clear NA NA 0.24 0.11 0.26 0.15 0.30 0.20 Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16 Sidelite Clear w/Grids NA I NA 1 0.24 1 0.11 1 0.26 1 0.14 1 0.30 1 0.18 1 Low-E w/Grids NA 1 NA 0.22 0.09 0.24 0.12 0.26 0.15 Clear w/Blinds NA NA 0.25 0.09 0.28 0.12 1 0.32 0.16 Low-E w/Blinds NA I NA 1 0.24 1 0.05 1 0.26 1 0.07 1 0.28 0.09 Decorative Glass' Decorative/Clear NA NA 1 0.23 1 0.10 1 0.24 0.13 0.28 0.17 Embossed NA U-Factor=0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact Glass' Clear Lam NA NA j NA I NA I NA NA 0.36 1 0.14 These options include direct glazed and lip lite glazed products. Performance values calculated in accordance with NFRC 100 8 200.This data Is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with valid NFRC logo. Rev.12115/14 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential PERMIT APPLICATIONFOR: To Select from dropbox, click arrow at the end of line `, Address: r 0-740 6 OC DrZ,i lid Legal'Description: Property Tax ID#: Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: x ^ e. - ' rzt Mali- yz z? vaz �CI�NSTRUCTIQN'lNi"O{�ISfIATIOaIY �� ,L �s ,, z Y r��.a'2 Sf � .,,t,,' s �' `� ��a c � l�``u✓.y. <xy itiona wor to. e e orme un er t �s permit--c eck all that appy: 1:1HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors Electric Plumbing Sprinklers 13 Generator �Roof Total Sq.Ft of Construction: Sq.Ft.of First Floor: Cost of Construction:$ )j L� Utilities:In sewer M Septic Building Weight: QWNEk��LESSEE� ix j%;� .(x2 Name 11 t CL Name: t.•W/1 C UA Li'`etc-1 Address:qCc 69 1 MI AL e-C 51G1 Company:'IrZCA5 9� �.�45-1- P It �'a6ya=i City: P1rlo io State: F� Address. �L). A L6-b Zip Code:�� Fax: Ll t�-3. City: 2� e!_p f%644 State: �—' Phone No. 4m—LA tkj "7 47 r Zip Code. t ) Fax: -T7 � ✓ fc E-Mail: Phone No, Fill in fee simpleTitle Molder on next page(if different E-Mail: '�' C t�#G1 G>� '�' ► t`1 from.the Owner listed above) State or County License: o5i if value of-construction is$2500 or more,a RECORDED Notice of Commencement is required. ✓So�rxU,wB,'R,�.`'.�,:�I;U::,IEN.x,T?,.I...,,,C "t�.`'S ,>z,.UiO + IklEf ia11f1C1MATtE� .' ; a .DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure. which is in conflict with any applicable Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.. In consideration of the granting of this requested permit,I do hereby agree that I.will,in all.respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following_building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory usesAo another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work or recording our Notice of Commencement. s Sin of Cbntractor/license Holder _Sig. re of Owner/Lessee/Agent g STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ,(_.�(i-ti= t*10 COUNTY OF A-177 4 The for oing instrume t was a4c�knowledged b fore me The forgoing instrument was acknowledged before me this day of �`�i ehl 20 by this h day of AVf _5 ,20 , by (Name of person acknowledging') (Name of person acknowledging) to eo Notary Public-State.of Florida) (Signatt 'e ofry Public-State of Florida) Personally Known OR Produced Identification Personally Known %� OR Produced Identification Type of Identification Produced Type of Identification Pro OY ADAMS Commission No. ..��""o Commission No. "= Co�R�;� J AQAM$ .a n ri FF X307740 �� c M Commission#FF 907740 %� ,� y Commission Expires _. ��''•%:wt `` Januar January 1.4, 2017 Revised 07/15/201 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS i y BUILDING &CODE REGU9,ATI®N ®IWSiON 1 T 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982 4g 772-462-1553 FAX 772-462-1573 AUTHORIZATION FORM FOR CREDrT CARD PAYMENT TO: St Lucie County pt Permit# Credit Card Users: 1.5%Surcharge addedper transaction. Payments must be received in this department by 4:00 Phi for transaction to be processed that day, if not,it will be processed the following business day. 16-VISA MA57ERCARD Credit Card Number. Expiration Date".,° I Zip Code 3 digit security code " Amount $ 3`7`m. , ,:- .+ 1.5% surcharge Business Name: Authorized Slgnature: Print Name *.. Phone Fax: ULD -:) Comments: r acpbsD Revised 4/01/2010 EN