Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct Approval 1 REPLACE DOORS IN 3 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. 1 36" X 80" 30" X 80" 36" 2 X 80" 3 OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WIDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 30 80 16.67 4 39.5 -42.9 FL16674.2 50.0 -50.0 OFFICE/STUDY-LSMI 2 36 80 20.00 4 38.7 -42.2 FL15255.5 60.0 -60.0 FRONT ENTRY-LSMI 3 36 80 1 20.00 5 38.7 -50.7 1 FL15255.1 1 75.0 -75.0 ALTERNATE ENTRY-LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT< 20 FT 11 IN MURPHY RESIDENCE 2491 KEEN ROAD DOOR REPLACEMENT PLAN FORT PIERCE, FLORIDA 06/30/2015-2:37pm gabriels V:\Projects\-2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C(Current).dwg Sth ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDINGEXPOSURE IC 1 BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributary Area(Sq Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO PEP>ICti'FkIF�NORST ASE'PRESSURES.'WORST ASE'IS Height , fight DEFINED AS THE CR DITION`aF-AN,.,N WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 °4 50 �; 10 15 2 25 30 35 40 45 50 USE OF CRITICAL CO'IJT,1,QN EQl41REDIFORiy ITH THESE TABLES. -41.0 - .0 - -38.7 -38 3 3 9 6� -- �3 0(. r -50.6 -48.6 -47.2 -06.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID 0 LY gItITGSOF.,h)EROOF HEIGHT AS LIMITED ABOVE. 0-15ft '`� 0-15 ft 3 TABLES VALID F R.' FI�Ypp-E$& 40 APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 +3�),7> t3. 33, << +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA BSP. G?1 'Al�v,'E INEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38 8 -3 4 3 i 3 '6 C -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B �[ G'�E1E (AVERl� E: OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 + q =`34x6 �,Y, 16 ft CANNOT BE IDENTIF D SE+TtIPEAK IjOg EI T. 3$ X34,3" +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 5. ALWAYS ROUND __ GFi�TS TOy EKj`�T LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -38. 8, 9,. R'f .0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6,CALCULATE THE TRI F,HE OP NING IN QUESTION(HEIGHT*WIDTH)OR 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 a 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)M D'8Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN S CTURAL 18 ft BUTARY +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 IOF AN OPENING CANNONGS ONLY-THIS DT BE IDENTIFIED,THE ES AREAS BETWEEN SMOSTC CRITICAL(0 SQUARE L MULLS. IF THE 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 S)PER -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +37.8 +37.3 +36.9 +36.5 +36.2 +36.01 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -42.9 -42.2 41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52. -50.7 49.5 48.5 -46.4 -45.8 B.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 f 21 ft ° .Nt� MUNICIPALITY IN ACCORDANCE WITH CODE. +40.6 +39. 38.7 38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39. +38.7 38-2�'`7{ Z;37 1+36;95,;a, +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. -44.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -5 if `@ 0 .8 -46.3 - 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 t +41.0 +39.9 +39.1 + 8.5 _8;0-'.x'_37:6;FEW L 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 R 14 �"4 9 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 + 8.9 +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 -5 .' 499*+4 r -.4`'T491Y -47.1 CRITERIA AS OUTLINED HEREIN. -- 24 ft 24 ft 2.2.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 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY.USE OF Kd(DIRECTIONALITY FACTOR)WITH -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY. -46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED.SEALED BY FRANK L.BENNARDO,P.E. 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -46.8 -45.6 -44.8 -44.2 -43.7 -43.2 42.9 -42.2_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESRQN ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft eft COEFFICIENTS LISTED-kIE N,Sa'HRALZZ;BE,b�C`I'Y1 ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +3 . - u38 9 9 +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM 1<,AN ERM 'HOLDERR..I,N^, RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44 02.6 -58.1 -55.9 -54.2 29 ft i9' 29 ft 5.THIS SPECIFIA O I OT�IN: E� - DED. ,O ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +3 9 %. 39 >y+3 , +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38,9 CERTIFICATION. RE R;� EBARA'T11.5`U MITTED TET CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 4 .9 '�35„ +429y-, -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G,'°NST, TION�N' NATION AND APPLICABILITY OF THESE TABLE 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4 :2 9.819 6s 34 2 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IST B V IErBY OTFEtjS`I CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL f = 1 �.IS... EM ORDINANCES. -48.1 -46.9 -46.1 •45.4 -44.9 -4 '�-4`T` - ,F`4 . -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFIATIO F f'2E I TY OF THE HOST STRUCTURE. °`' rr^^ B.EXCEPT AS EXPRESSLY P O' ,�I IN,N_O ADDITIONAL CERTIFICATIONS OR 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 1IQ 0- 9.7 32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 AFFIRMATIONS ARE INTENDED. ._ 35 ft -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 •44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 ° o PEAK ROOF +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +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/o OF MRH, -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 40 ft 40 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -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 HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 Ia 8 - ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I 1 f HEIGHT SOft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 Q 55 ft -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1Jr I ® I 5 ® ® `�8 +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 8 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 EL V O O 60ft +50.6 +49.3 +48.3 +47,6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47,0 1+46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES / IS C En 0 z INIETI SUES GSSN TSB D 033/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o m� m E REV•ADJUSTED HEIGHTS GSS TSB 04/09/12 r'I o f /�1 o o ' `G 1-1 J EXPRESS° °' A 3 REV 2014 FBC DGM TSB 06/10/15 p 1 f , Ch C, _ ASCE 7-10, CHAPTER 30 COF!PO"TEOFFICE: $ W f +'�' 160 SW 12th AVENUE, SUITE 106 z z I�� m - DESIGN LOADS FOR COMPONENTS &CLADDING z DEERFIELD BEACH, FL 33442 o v a MASTER PLAN SHEET m N z THIS DOCUMENT IB THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)_354-0443 z; O ,A, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM z 0 ° W © PERMITT D AND INVALIDATE OUR CERTIFICATION.DOCUMENT ARE NOT ASCE 7- .1 L O ENGINEERINGEXPRESS.COM j m Florida Building Code Online is BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business,,;' �;,, M Product Approval Professional ' USER:Public User i; ca afa J ?md i-.A vyoy.i r i n,)>P-1 r±r=+,r•.nh ti n S.,—Ch>Aoulicetien List>Application Detail FL# FL16674-R4 Application Type Affirmation Code Version 2014 Application Status Approved t • r Comments Archived ❑ " 4 1 Product Manufacturer JELD-WEN r Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 k (800) 535-3936 fbcl@jeld-wen.com i ! i Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com - r - Technical Representative JELD-WEN Corporate Customer Service - } Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com E Quality Assurance Representative Address/Phone/Email Category Exterior Doors # Subcategory Swinging Exterior Door Assemblies i Compliance Method Certification Mark or Listing � s y.. 1 Certification Agency National Accreditation&Management Institute 3 Validated By National Accreditation&Management Institute i f. I Referenced Standard and Year(of Standard) Standard Year s AAMA 1304 2002 l ASTM E1886 2005 t - ASTM E1996 2006 ASTM E283 2004 # ASTM E330 2002 1 i TAS 202 1994 i Equivalence of Product Standards Certified By { http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG5Owec%2bKt1 WG4ck62A%3d%3d[IO/14/2015 10:24:49 Avl] Florida Building Code Online .' 0I affirm that there are no changes in the new Florida Building % 1 Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ! OYes ONo ON/A Product Approval Method Method 1 Option A i Date Submitted 02/20/2015 ? Date Validated 02/20/2015 f Date Pending FBC Approval Date Approved 02/28/2015 = i }' Summary of Products FL# Model, Number or Name_ Description 16674.1 i Design Pro/Smooth Pro Single(X) Im'act Opaque Fiberglass Door ^i Limits of Use Certification Agency Certificate —i Approved for use in HVHZ: No FL16674 R4 C CAC NIO11919.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI01191.9-R4.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date i Design Pressure: +50/-50 03/30/2018 I Other: 3-0x6-8 and 3-Ox8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010851A SS 201.4-09-26.p_df Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes i 1' Evaluation Reports I FL_1_Cz674 R4 AE PER2750 55 2014-04 26.odf Created by Independent Third Party: Yes s 1 16674.2 Design Pro/Smooth Pro Single(X) Impact Glazed Fiberglass Door P Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI011918.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC N1011918-R5.odf YImpact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2018 Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II 'A010852A SS 2014-09-26.1df i Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes l + Evaluation Reports FL16674 R4 AE PER2751 SS 2014-09-26.ndf Created by Independent Third Party:Yes yV ii 16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door 3 1` Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL16674 R4 C CAC NIO11916.01-R4.pdf Approved for use outside HVHZ:Yes FL16674 R4 C CAC NIO1191.6-R4.[2df Impact Resistant:Yes Quality Assurance Contract Expiration Date i Design Pressure: +50/-50 03/30/2018 Other: 6-O-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010853A SS 2014-09-26.pdf 1 l Verified By: Hermes F. Norero, P.E. 73778 ! Created by Independent Third Party: Yes Evaluation Reports FL16674 R4 AE PER2752 SS 2014-09-26.pdf i Created by Independent Third Party: Yes 16674.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door ' # Limits of Use Certification Agency Certificate < I Approved for use in HVHZ: No FL16674 R4 C CAC N1011917.01-R4.odf i I Approved for use outside HVHZ:Yes FLI6674 R4 C CAG NIO11917-R5.pddf j I Impact Resistant:Yes Quality Assurance Contract Expiration Date i Design Pressure: +50/-50 03/30/2018 •. Other: 6-O-Ox6-8 and 6-Ox8-0 Inswing and Outswing Installation Instructions I FL16674 R4 II A010854A SS 2014-09-26.1df J Verified By: Hermes F. Norero, P.E. 73778 http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKtl WG4ck62A%3d%3d[10/14/2015 10:24:49 AM] Florida Building Code Online I Created by Independent Third Party: Yes Evaluation Reports f j EL16674 R4 AE PER2753 SS 2014-09-26.12df Created by Independent Third Party:Yes 16674.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque Fiberglass Door j i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16674 R4 C CAC NI01.1922.01-R4.12df .` Approved for use outside HVHZ:Yes FL1.6674 R4 C CAC NI01.1922 RS.�df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 s Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010855A SS 201.4-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports 1 . FL16674 R4 AE PER2754 SS 2014-09-26.pdf l Created by Independent Third Party: Yes 16674.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed�^ �— Fiberglass Door i Limits of Use Certification Agency Certificate S. � Approved for use in HVHZ: No FL16674 R4 C CAC NI011924.01-R4.12df Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI0114-RS.pddf Impact Resistant:Yes Quality Assurance Contract Expiration Date i I Design Pressure: N/A 03/30/2018 I Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions FL16674 R4 II A010856A SS 2014-09-26.[Zdf I Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes j 4 i Evaluation Reports FL1.6674 R4 AE P R27 074-0 6.12df j Created by Independent Third Party: Yes 116674.7 I Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Opaque Fiberglass Door i' Limits of Use Certification Agency Certificate Approved for use in HVHZ: NoFL16674 R4 C CAC NIO11914.01 R3-signed p_df F Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011914-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2018 Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions j FL16674 R4 II A010857A SS 2014-09-26.pdf E Verified By: Hermes F. Norero, P.E. 73778 1 Created by Independent Third Party: Yes Evaluation Reports FI-16674 R4 AE PER2756 SS 2014-09-26.pdf Created by Independent Third Party: Yes j s � i---- i ! 16674.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed Fiberglass Door el II Limits of Use Certification Agency Certificate + Approved for use in HVHZ: No FL16674 R4 C CAC NI011915.01-R4.ndf j Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011915-R5.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date j j Design Pressure: N/A 03/30/2018 k Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions i FL16674 R4 II A010858A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party:Yes Evaluation Reports FLI.6674 R4 AE PER2757 SS 2014-09-26.pLf j Created by Independent Third Parry:Yes I 1i1 � 8 h. Contact Us;:1940 North Monroe Street.Tallahassee F "399 Phone:850-487-1824 f The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:;Refund Statement w_ 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 http://ivwiv.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%u2bKtl WG4ck62A%3d`/`3d[10/14/2015 10:24:49 AM] Florida Building Code Online T_ mail to this entity.Instead,contact the office by phone or by traditional mall.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 i 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 berg-. Product Approval Accepts: E9 M i sccur(t\ u;-('itws- i , i S http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKtIWG4ck62A%3d%3d[IO/14/2015 10:24:49 AM] NOTICE OF PRODUCT CERTIFICATION vcrplpI q''3^ T CERTIFICATION NO: NI011918.01-R4 DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit w%-«v.NAI IICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved" Fiberglass Glazed In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2487mm(97.93") OS Frame: W-952mm(37.50") H-2470mm(97.25") Panel: W-908mm(35.75") H-2419mm(95.25") DLO: W-606mm(23.87) H-1995mm(78.56") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013- 235/SJW2013-251/SJ W2013-252/SJ W2013-253/NCTL-210-3924-0l/NCTL-210-3925- 03/SJW 2010-003/SJW 2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJ W2014- 068/SJW2014-071/SJW2014-069/SJW2014-079/W-1670/W-1703 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124/ Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION � xrcg a' �Qlti �tit, t,�r�--•�+ CERTIFICATION NO: NI011918-R5 DATE: 03/25/2014 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 Qaoa REVISION DATE: 09/28/2014 To verify that the"Notice of Product Certification"is valid,please visit wrww.NA1\.IlCertificatiou.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certifi6tion label must be applied to the product to claim certification status. Please review and advise NAMI if an corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact 3737 Lakeport Boulevard Approved" Fiberglass Glazed In-Swing or Klamath Falls, OR 97601 Out-Swing Side-Hinged Door Configuration:X Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass IS Frame: W-952mm(37.50") H-2081mm(81.93") OS Frame: W-952mm(37.50") H-2081mm(81.25") Panel: W-908mm(35.75") H-2012mm(79.25") DLO: W-606mm(23.87) H-1587mm(62.50") SPECIFICATION PRODUCT RATING ASTM E283-04/E330-02 Design Pressure: +50/-50 psf TAS 202-94 Wind Zone 3 -Missile Level D ASTM E1886-05/E1996-06 Qualifies Configurations:X AAMA 1304-02 Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013- 235/SJ W2013-251/SJW2013-252/SJW 2013-253/NCTL-210-3924-01/NCTL-210-3925- 03/SJW2010-003/SJW2014-032/NCTL X210-3930-01/NCTL-210-3930-02/SJW2014- 068/SJW2014-071/SJW2014-069/SJW2014-079/SJW2013-238/W-1670/W-1703 Expiration Date: March 30, 2018 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/ Fax: (8104) 684-5122 PREPARED BY J LDVEN qtr 1 D 0 W S Ft L7 O 0 RS BUILDING DROPS,INC. X35.oaN�•,::x„n o.s•�.,w UANw¢iA:r,ft t1wW 37 1/2"MAX. ,xit�.¢nae.¢nra w•�n a ntn O.A.WIDTH wrw..wmaa.r4"w r,x, DESIGN PRO/SMOOTH PRO FULL LITE y IMPACT APPROVED 371n"MAX. O.A.WIDTH w , ZH— Er 10 FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 a (D z o W C W J ww �li w mlaGENERALNOTES: r \ = S z O¢ LLI t7 tiiOiw rU O l.9 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREO TO COMPLY WITH THE CURRENT ti = t p ti= y S \O a Q p y INTERNATIONAL BUILDING CODE(IDC);INTERNATIONAL RESIDENTIAL CODE(IRC).AND FLORIDA BUILDING CODE C°.w s < °i r y ® ACTIVE O 4 ry o Q w (FOC),EXCLUDING HVN2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: ¢ ^ ® O z w • ASTM E283-0A = c s ACTIVE y 2 5 z U„` LU v1 • ASTM E33D-02 z`j. s 0 t Ci p = w • ASTM E1886.05 3 CS s s z n N o p Q cc • ASTM E1996-06 7 O y C3 z a� U .. • Ln AAMA 1361-02 O Z' ^ / O_LU • TAS 202-94 S ~K Wy w tl 2. ADEQUACY OF THE EXISTING SIRUCIURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE ~' RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BYJ DATE INSTALLATION. 34 5 6 7 B 9 3 4 5 b 7 d 9 S 1 4 4 4 4 4 i 4 4 4 4 Add ADA 01,MP Lock 8 Radius Lr GL -23(1 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR rl-\ TYP.ELEVATION 1 TYP.ELEVATION 2 Add TAS 202-9n Stardard SM 9122/14 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED nv000r N¢wNt ¢'c Door Nrrwrt HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT w+n'wnwvmrN cnusrreiaNc ua •LnrarroNs.Ao;anoNn.NCN:rrm�craver RESISTANCE FOR WIND ZONE 3 OR LESS. .AUNos*o nen axuw��`w+n o 5. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.SEE 5HEET 6 FOR GLAZING DETAILS. F. 6. F. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN ;�`(0�,•' •�.. ��iP'''i� GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS ti 1 0 AT OP 4/-50 PSF ONLY. _* Q NOTE: 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE LEFT REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED 8Y ��,�•'•, ( O4',:Z�� OVERHANG SUCH THAT OVERHANG OH RATIO=OH LENGTH+OH HEIGHT 1521.0 �''••....••' odxwuwl.n3ww f¢PI[la1.IX•YdU9Q11N1'1 NO.}i¢Y TABLE OF CONTENTS Igltally signed by Hermes F.Norer°,P.E.SHEET REVISION SHEET DESCRIPTION eason:l am approving this document 1 D TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.09.26 15:41:55-04'00' 2 A TYPICAL ANCHOR LAYOUTS AND NOTESDATE: 02.05.14 MAX.OVERALL DESIGN PRESSURE(PSF) NOMINALSIZE MISSILE DWG.Jg�Y: CHK. Y: 3 A OPTIONAL 2X BUCi(ANCHORING DETAILS CONFIGURATION IMPACT. GL/ I�M SS MSS 4 A VERTICALASSEMBUES INSWING OUTSWiNG WIDTH HEIGHT RATING SCALE: NTS S A HORIZONTAL ASSEMBLIES OS. NE 6 A GLAZING DETAILS X 3'-0" 6'•8" so, 50so• 50 LMI&SMI DWG.u:A010852A 2 A WOOD SUBSTRATES 50• 50 SHEET: OF9 8 A CONCRETE SUBSTRATES X 3'•0" 8'-0" SO- 50 1 S0• 1 50 LMI&SMI 9 A COMPONENTS&BILL OF MATERIALS •SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. INSTALLATION N(i'E5: PRE PARLD By. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCITION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMISI.MAXIMUM ALLOWABLE 12� BUILDING DROPS,INC. SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE Of 1;16 INCH OR GREATER OCCURS.SI flMIS)SHALL BE sveL DIN CONSTRICTED OF HIGH DENSITY PLASTIC OR BETTER. ' w.t9S.11199-Aa)h B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LINKED TO wEa+..+.ma•u+cama."n. STUCCO,FOAM,BRICK VENEER,AND SIDING. u 4. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL Lu Lu OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR _. 0 j m MANUFACTURER'S INSTALLATION INSTRUCTIONS. -+ 37 1/2"MAX, p z m •;+d S. FOP.HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARO.A WIDTH O i-. z JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 3"TYP— — 3"TYP. C p Q y LL^c SHELL OF BLOCK. Ln k a 1 O 4 7 n L a LL 6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL OE THE SAME AS FOR 2X BUCK. CONCRETE/MASONRY CONSTRUCTION. ,ar 0 G 0m 3 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE p 11 Q 4 y FOLLOWING PROPERTIES; zi f- a. ; A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 0 Z= Z 0 B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. L0 w w lO - C,GROUT CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH m�.i d W Z • OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m ti w r < p Q �? P51. g 6 J D,HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH Z 6. Ox 8 O Q OF 200D PSI, N_ Z Z U W: Z G q ¢ w B. SEE SHEETS 7 AIJO R FOR MORE DETAILS OF THE INSTALLATION AEQUIRENIENTS,INCLUDING ANCHOR O Z Ox y N LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. iz t 9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROWSECTION OF HEAD OR JAMB AS LONG AS MINIMUMREMARKS BY DATE � EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Add ADA siR,NIP L 4&Radius Ll GL R3/1 a ANCHOR TABLE uc.Ner et R6remvaom w o a o. 6'9*DOORS WEE"DOORS vnirlarr vnmENamdENlmeu:c w:rs.n' [1]TYP.ANCHOR LAYOUT arta.rwNs.aoarnNYluulwlmG.DRm�in ANCHOR MIN. MIN.EDGE .R eusmrRrvroevM•r�r.:vrarvMnuoano ANCHORTYPE SUBSTRATE MAX.O.C. MAX,D.C. JJ SIZE EMBEDMENT DISTANCE SPACING AT SPACING ATSSS��S F. O Zi IAMBS JAMRS NOTE: �`\'R/ 2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. �`! •• 1•• WOOD SCREW 910 1-1/I" 3/4' 17-1l2' t7-1/4" * N J 3 7 OR FRAMING % /7R ITW TAPCON 3/16' CONCRETE/CMU 1.1/4" 2-1R' 17-1/2' 17.1/4• T T (�F x` o�' fi \ Q` ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"•CONC. 1-114'-CMU 1' 17-1/2' 17-1/4' Npi �Ji S eea i�o� J1�IM14;��ue DANu 6G.1 REUOt NOTE: E6xwr.oaanNwixalmn ND mn B2 DOORS SHOWN ABOVE MAY BE LEFT 2.R9 X 21/2"PFH OR RIGHT HAND OPERATING DOORS. SCREWS 2-49%21/2"AFM DETAIL D2 25 26 DATE: 02.05.14 PFH q X 21 S M.HOPPE MULTI-POINT SHOOT BOLT DWG. Y: I CHK. Y: Ce PLATE LOCATION GL JM SS/MSS DETAIL B2 (RH PLATE SHOWN) 7 SCALE: NTS MULTI-POINT SHOOT BOLT 1.BO TOM SHOOT D2 LT PLATE DWG.R:A010852A PLATE LOCATION HOPPE 42098911 SHEET: OF9 SILL SECTION VIEW HEAD SECTION VIEW ' INSWING 411Ot'M ODTSVANG S16LUR L'1 7 WSJRN55NOWN DUl5VA1GLMIUA XF D(itAW �Fa� yE DEIMOi PREPAREV BY Li BUILDING DROPS,INC. rut o [nR Y:a c�<ru �+tssa;smr xt>x•+ CANT.(SStI)r1 3138 41/2"TVP. 41/2"TYP. 1 1/2."OFFSET Y ' J D L O ry O O 4 0 J W'a•` V a_ - m ~O 4 m Lu QH F'cU X U[ nY J �a Z y R ZCC z O 0 W< W O z� _ o a �M ems+ ~ REMARKS BY DATE 1C4 AOA 411,MP lock B Radio.Lt(;L[%/23/14 �TYP.ANCHOR LAYOUT Pi1014[]ll BUCK IM CCN[IIEIF/MASOq R1 ub SRut 4C[e[R[Mn0.Vn[v NRtlt[CP PAR[ [[ovaneRe[,wurr w wnww nroPs,ax nra.n..w[mnR,.rnca:cmwc.oR wrss.R °r Rwm S 1/4"MIN.EMBED TYP. z s F0 ON SEE TABLE 2X BUCK ANCHOR TABLE N •.7•!�';� ' R O pY-O ~ 6'8'DOORS 8'0"DOORS S "O t;:''/�'$/yTT yr/ a Z Z MIN.EDGE MIN.CENTER �1<:/ lu ANCHOR TYPE ANCHOR SUBSTRATE EMBEDMENT DIST.TO TO CENTER `�O,r•'-.SC OP;•'�.�� LW'l h SUBSTRATE DISTANCE MA%.O.C. MA%.O.C. �� •..••..... \ O ^� SPACING AT SPACING AT 2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4' 2.1/2" 4' 25" 301/4' mwa e[M1cgau.w [BP[[tRcuwtPc u[nw ra nrn ELCO ULTMCON 1/4' CONCRETE/CMU 1-3/8"-GONG. 1- 4' 25' 30-1/4- 2X WOOD BUCK INSTALL. 2[�2X WOOD BUCK INSTALL. 1-1/4'-CMU acct s[cmn V yn[tmy DATE: 02.05.14 NOTES: DWG. Y: CHY.. Y: i. 2X BUCK IS NOT FOR INSTALLATION AT SILL GtIfJM SS�MSS SCALE: NTS7 2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.JJ:A010852A SHEET: OF 9 3 PRE PARM BY LLJ BUILDING DROPS,INC. rnr n,.Nu nunl m.o,crr nR N.i9i,t i99 xtiJH ' �.m- IAt'15511Ca1 lTW 11 w 11 inITERIDR EkTiIOA EXTERIOR EAIOP 'Zi }m m$ 4 I INTERIOR EY.TERK/R ti O n o O 5 vl _ ac w 4,e4� oQ w ggnLL V) a Q 1 OPERABLE BEAD 3 OPERABLE SILL 4 OPERABLE SILL _ J 4 OUTSWING SHOWN•INSWING SIMILAR 4 INSWING OUTSWING ENDURA ZAIL4565F AFCO 1-2297 F— � W CC }� o > FHS W" 11 r REMARKS BY DATE EXTERIOR �/, INTERIOR 7 Aea ADA VR,MR wrx a wenn L.GL 12311 IMEPoOR EXTERIOR INTERIOR EXTERIOR 10 '' �' c 1 6 ./ �-C� -«J�ii4is: AxO51V.4 1-- V—Of N'NRJ4Pa J Wrtlp'Ji WPif N Of RLYtDxG ROP1.ItiG V11i0Nf,IROurtKlnf,wK,'.auf,Nrw:,9R O1WP PUNGc r01xnu0Cuu. 1.xnl nlgMlllu Ax4 5 OPERABLE ADA SILL G OPERABLE SILL 7 OPERABLE SIL! `"IN p 4 INSWING/OUTSWING 4 INSWING 4 OUTSWING J Q�,••"drL/ t< ENOURA H[15000 AFCO A-2716 -2000 OPTIONAL AFCO H-497 PTI F � 0�'.9LpP• �w 11 n s o�tJ.IN4t�,Z}r�iae u u ,uRnry levlan oswnmxaAl�o.N x0.19516 9 INTERIOR EXTERIOR B IRIERIOR EXTERIOR / DATE: 02.05.14 BY: GL�TJM (mss OPERABLE OPERABLE SILL 9 OPERABLE SILL SCALE: NTS _ DWG.It:A010852A 4 OUTSWING 4 OUTSWING SHEET: OF9 OPTIONAL AFCO A-117 OPTIONAL ENDURA ZOBL4565F 4 PREPARED RY' n HINGESCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC. PLACE 99X2.1/2-PFH SCREW NEXT TO WEATHERSTRIP exx r.w-xu n.mrr e.u..yr ux DOOR HEIGHT QUANTITY nzxrnnfAce,,r ssrer x;r.Lvwsm tax b.8" 3 rzx Isa;au nn :,� a•-o' 4 o$ LL � mO�rr 1 O w n Jww \ J w LL a i dm }O 18 19 R. Lu ix—ix INTERIOR (WERIOP• \�• / / I¢, U Q �Z J '\ 1-09)(2-1/2-PHILLIPSO` Q FLATHEAD WOOD SCREW y— \ \' 3-49 X 3/4"PHELLIPS EXTERIOR FLATHEAD WOOD SCREWS O C) EXTEP.1\ 4-119 PHILLIPS FLATHEAD WOOD SCREWS ^' 17 USE 3/4"LENGTH FOR 6'-8'DOORS USE 1"LENGTH FOR B'-O"DOORS LOCK JAMB HINGE JAMB REMARKS BY DATE 5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR dd ADA SILMI PLucke Rad-t'GL /23/14 A4�f xl.0"Rxr Bl xl'v<WRo I�4vUa a,v-� 9-49 X 13/4'PFH 3•N8 X 2'PFH 13.88 X 13/8-PFH(6'-8'UNITS) W1 STRIKE Hwnxwrwwrrtxeomexrwxw-owe Win.we. urtxenoxt zoortwxx xanucxrwc.oxmrrtx R-09 K 2 1/2"PFH W/HARDWARE 15•dR X 13/8"PFH(8'-0'UNITS) xuxra m,w.+uoax• xm r:ammazxu PLATE E rwu r fA�I�C�a ' �VJJSIRIKE HARDWARE Ib'-tl"&8'-01-MPL STRIKEE PLATE B'-O' COMES WJ HARDWARE 4-MPL STRIKE PLATES 4-N8 X 13/9'PFH zl 1-REINFORCEMENT PLATE o ` r' ;•� �� 20 HOPPE N2S1229b EXTERIOR .Z- l•�� `� "�� 0 EXTERIOR xEY ruirarl(1�,a aus�. ,NTERIOR INTERIOR o rcccxr.v unxoxvA roxxo.mn 11 11 DATE; 02.05.14 DWG. Y; CHK. Y; 4 ROCKWELL MULTI-POINT LOCK JAMB I) HOPPE MULTI-POINT LOCK JAMB �OPPE MULTI-POINT LOCK GL/TJM SS MSS I 5 OUTSWINGSHOWN-INSWINGSIMILAR OUTSWING SHOWN-INSWING SIMILAR 15 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE- NTS DWG.n;A010852A SHEET: OF 9 5 PREPARE D BY, BUILDING DROPS,INC. N 0"021 It ina Iv.Rue u,n N '-4 b UJ oh;W `�� m WLLON I"MAX. 1"MAX. 4' Ln 1/2" -AIRSPACE 1/2'AIRSPACE 1/2"AIRSPACE 1"MAX. i/2"AIRSPACE Q 0 n r Q J INTERIOR EXTER:DA ER10.1 EXTERIOR INTERIOR EXTERIOR INTERIOR EXIERIOR L F Z ANNEALED GLASS 1/8"ANNEALED GLASS 1/8'ANNEALED GLASS 1{R"ANNFALED GIASS d Zn i= 0.090"SOLUTIA PVB INTERLAYER z 0,090"SCLUTIA PVB INTERLAYER 7 r 0.090"SOLUTIA PVB INTERLAYER ,J 0.090"SGP INTERLAYER W BY DUPONT fn L9 � 5✓N✓,, 1/8"TEMPERED GLASS -. 1/R" TEMPERED GLASS e vmi —1/8'TEMPERED GLASS `-- L. cc '^°q m•�' „m Ij8"TEMPERED GLASS Q Q } ,I DOW 995 SILICONE m DOW 995 SILICONE DOW 995 SILICONE DOW 995 SILICONE 22 2223 24 ' REMARKS BY DATE RE01-SEAL REDI-SEAL / — .J t---- DOW 995 SILICONE Md ADA ti!I,M?Loci&Radius tl Gt /23/1 [j1,6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL r3f-� FLUSH GLAZE DETAIL GLAZING DETAIL 6 201/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH ` 6 7 23 7/8"MAX.D.L.O.WIDTH j6VA FOR OL,SUNBURST,AND ROUND TOPS 621/2"MAX.D.L.O.HEIGHT 761/2"MAX.D.LO.HEIGHT v 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DPt/-50 PSF ONLY rn[OR rani To WUUOUi YNP[N(OxSfN:Gf M u➢:N4ORMS..M. Fit[RaUONS,MYRUUN).xa, N➢fW4 VRUixtx •:xv iati p0cuylfyl��[v01"fuvl➢EUnMU . ��Y77t}JilauAlt`�a of omuoua.rt2nR ranccai.m aufx➢aurwn N➢.,acrn NOTE: DATE: 02.05.14 FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DWG. Y: CHK. Y: BETWEEN GLASS,DECORATIVE,EXTERNALWROUGHT IRON GL TJM SS MSS AND RADIUS(SHAPED)UTES ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. SCALE: NTS DWG.n:A010852A SHEET: OF U 6 PREPARCD BY: 2X WOOD RUCK n BUILDING DROPS,INC. MIN '^W NPrt I'1'a1.i95 xa � EDGE 01ST. WOOD ANCHOR rro PneVaa erre SEE TABLE SHEET 2 Z? SEE TABLE ON SHEET 2 Sea:w...w.+drxe.w•:«.r SILICONE. ya w m 2X WOOD BUCK —+ m 0.25" \ tiC Q haxLL o SHIM `-2X WOOD BUCK WOODANCHOR m SEE TABLE ON SHEET 2 MIN.EMBED. SEE TABLE SHEET 2 O 4 to HEAD (TYPICAL) �� JAMB (TYPICAL) � OPERABLE SILL � o >w= OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR ® INSWING-NO ANCHOR REQUIRED w ?: ra`" ENDURAZAIL4565F Oa SILICONE " SILICONE SILICONE REMARKS 0Y DATE 2X WOOD BUCK 2X WOOD BUCK dAUAsl11.0.3PtwK&IWdwsLl a /23Jt 2X WOOD BUCK "°wu;Mor e[nvarx•"rxsu w vsen�i o.v.a�� NJt'dmU1(M CUHS["'Or BU44H4 WOM.I"C. EPart°AS,e°OrtIUrH.rrY UrH(N ie4+G"IwU U! OPERABLE SILL OPERABLE SILL OPERABLE SILL 7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED AFCO J-2297 AFCO A-276/P-2D00 AFCO H•497 o TfIT QF o If SILICONE SILICONE SILICONE ase['o .Atd1t 3AY�.�ia Ara aznc".ri uxoa _ ec:nni.w eurra urr°v rn>.:o3re 2X WOOD BUCK 2%WOOD BUCK 2X WOOD BUCK DATE: 02.05.14 DWG. V: CHK. Y: OPERABLE SILL g OPERABLE SILL � OPERABLE ADA SILL GUhm I Ss MSS 7 OUTSWING-NO ANCHOR REQUIRED OUTSWING-NO ANCHOR REQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS AFCO A-117 ENDURA ZCBL456SF ENOURA HC15000 DWG.P:A010852A SHEET: OF 9 7�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. PREPARED BY. n MIN. IX WOOD BUCK BUILDING DROPS,INC. EDGF DISI. (OPTONAL) SILICONE )^c s cane u+ce r;<u,sn IN SEE TABLE SHEET 2 ilY(91lllli illft CONCRETE ANCHOR ['"_] wL.sww�;w:w::,;a:•n+^ SEE TABLE ON SHEET 2 w CONCRETE/ MASONRY _? BY OTHERS % /–CONCRETE/ m n M d MASONRY q0 p w m BY OTHERS o� 1X WOOD BUCK0, (OPTIONAL) q a i LL DSS« o f / '� —I�MAX. o CIO CONCRETE ^5 CONCRETE ANCHOR SHIM Q N CONCR SEE TABLE ON SH EET 2 FTE/MASONRY BY OTHERSMIN.EMBED. ¢S uJ SEE TABLE SHEET q w HEAD TYPICAL JAMB TYPICAL ` ( ) ( ) OPERABLE SILL � 8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED ENDURAZAIL4565F p O W° F- F SILICONE SILICONE mom REMARKS BY DATE tl AOA sill,?AP Luck&Radws L'GL 123/1 .Q ° ° ,Q ° ° ,Q ° ° CONCRETE/ CONCRETE/ CONCRETE/ MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS u uvau.ai el........ w;ruour wvmLu couubrni s u mNn onorc we .a.rt.cs ro�i,¢wcli�'r,��oI ae�n�riminba OPERABLE SILL 6 OPERABLE SILL _ 7 OPERABLE SILL 4 %oes F 8 OUTSWING-NO ANCHOR REQUIRED INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED ��, 2Q tC �� AFCO J-2297 AFCO A-276/P-2000 AFCO H-097 �� :•�Si •• +.Po * p: �_;A tu CC SILICONE V •• ••••••• SILICONE SILICONE ��' •• •E�G�\\,`` ,t��J1>pJAlea \ bu illsC14I!)vm .° LL • ,° iYPL¢e�a.mucA;u;wb ma:cve CONCFlETE/ CONCRETE/ CONCRETE) MASONRY MASONRY MASONRY BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14 OPERABLE SILL OPERABLE SILL 1 OPERABLE SILLY: 8 OUTSWING-NOANCHORREQUIRED OUTSWING-NOANCHORREQUIRED UTSWING/INSWING-NO ANCHOR REQUIRED GL TJM 5S MSS AFCO A-117 ENOURA Z06145fiSF ENOURA HCI5000 ADA SCALE: NTS DWG.It:A010852A OPTIONALLY,ANCHOR CAN DE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED. PRFPARFD RY' BILL OF MATERIALS^-- V— 20 ROCKWELL MULT-POINT LOCK HOPPE MULT-POINT LOCK ITIMD DESCRIPTION MATERIAL 21 W/SILL SI IOOT BOLT PLATE 112098911 ;4 FINGER-JOINTED PINE SOLID PINE o BUILDING DROPS,INC. FRAME HEAD/JAMBS ✓� D;.auelacn.n crn: LAMINATED VENEER rn:rox<»x.eue LUMBER Ana I;uiw.ana COMPOSITE 2 (NOT USED 3 (NOTUSED) - III I��I III 4 ENDURAZAIL4565F THRESHOLD - O LL F m g°1�o 5 AFCO1-2297THRESHOLO d o m w 6 AFCO A•276/P-2000 THRESHOLD - =C LL I—a O Axa 7 AFCO H-497 THRESHOLD - oO®O° ® O 8 AFCOA-117111RESHOLD - a C= Q 03 9 ENDURAZOOL4565F THRESHOLD - a [..:c ° 0° HANDLE ac Z r'C 10 ENDURA 1105000 AOA THRESHOLD - O ° HEIGHT t:/ CL d 0 ma o W= URETHANE FOAM& o 11 WEATHERSTRIP - o m 3 OF 0 W Z POLYETHYLENE. �, o u+u, �q p O dao F�Ic 12 NON-COMPRESSION SHIM(0.25°MAKTHK.) COMPOSITE Lu 0 O F•"'�� 13 (NOTUSED) HEIGHT 14 (NOTUSED) - a Cho 1= O 15 010 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL U 16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL p ° ° a ° REMARKS BY DATE 17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL °2 Add AOA s'L my wa a a.,alm L cl 0572311 18 KWIKSET LOCK SERIES 400 STEEL ® o M 19 KWIKSET DEADBOLT SERIES 760 20 STEEL O _ ROCKWELL MULTI-POINT TONGUE LATCH 0 73228768 6B UNIT STEEL V� 'vi i1�[xrt torcnxcors[w or wmu wan,i"c. ROCKWELL MULTI-POINT TONGUE LATCH 073228780 B-0 UNIT [[ a0[PAiiDN1.4DwnG"4 NLM�4n[INU,V"D1M" 0.63"— .mcc x01ftPMJR.IDA"° 21 HOPPE MULL-POINT HARDWARE HLS9000 STEEL 22 ODL LITE KIT(LMI) 6063.75 ALUMINUM LF z�� 23 FLUSH GLAZING LEG FIBERGLASS Z':"�.�•• •7/7[` �O 24 COL LIPLITE KIT(RADIUS LITES) PC ADS Nq' - &•'T �I—p+� 25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 08784091 STEEL _A�� OD 7 'O�T' / tr 26 HOPPE MULI•POINT HEAD SHOOT BOLT PLATE RH 08783923 STEEL F—{FH {{ 79 --1 1.65'1—I �0,••;9t. ot.�• 7u�" OFRAME HEAD/JAMBS O ENDURAZAIL4565F AFCO J-2297 AFCO A-276/P-2000 HEAD SHOOT BOLT PLATE(LH) /�s° n4r?,It�'EG��`� VARIES,SEE BOM ABOVE THRESHOLD THRESHOLD THRESHOLD lJ ,CRC[al,Dl AUI[WY:f1110Y W.IDl"/! 1.75' DATE:4.56•--{ 5.62 { 4.s7•-I 1 02.05.14 4.563" DWG. Y: CHK. V: AFCO H-497 THRESHOLDAFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS O a THRESHOLD 10 THRESHOLD 26 SCALE: NTS DWG.u:A010852A vr °"--'.`[[I(`—ev--.-.v.✓�:,� �C�KD SHEET: OF9 I 43" 4.56" --�`— 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 z, Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com dl� -t Evaluation Report Of JELD-WEN, inc. Design Pro / Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Rc,por IN'o. 2751 Current Florida Building Code Method: 1 —A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Full Lite Impact Approved For use outside the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8"(Nominal) 3'-0"X 8'-0"(Nominal) Prepared For: ` it i l i I fill,,*i l l,,r .JET D-'3N- 'EN, inn. ��`� ES F. O ��,� 2) 11.37 Lakeport BhA. zRdan'iadi Fall,, 0R. 976011 �o Prepared by: Noi'ero. P,.-. T T ccs Florida Professional Engineer# 73778 � ,r :"L �P.:•®�r✓�N Date: 09/e212s 014 �`TlpContNAL Evaluation Report Pages 1 —4 ��'I I t%,.** Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No. 73778 Date:2014.09.26 15:47:39-04'00' BUILDING DROPS A Perfect Solution in Every Drop Date: 09/22/2014 Report No: 2751 w- Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Door Assemblies Compliance Method: State Product Approval Method 1)(a) Product Name: Design Pro/Smooth Pro Full Lite Impact Approved For use outside 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 la 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 International Building Code, International Residential Code, and Florida Building Code. See Installation Instructions A010852A,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 International Building Code (IBC), International Residential Code(IRC), and Florida Building Code (FBC),excluding 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 for Wind Zone 3 or less. 4. Site conditions that deviate from the details of drawing A010852A require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010852-A for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS /2014 A Perfect Solution in Every Drop Date: 09/22 Report No: 2751751 == Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • ASTM E283-04 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06 • AAMA 1304-02 • TAS 202-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization#TST1589) Report# Report Date: NCTL-210-3918-01 10/04/13 NCTL-210-3924-02 12/18/13 SJW2013-231 12/03/13 SJ W 2013-234 12/09/13 SJ W 2013-235 11/26/13 SJ W 2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 NCTL-210-3924-01 12/18/13 NCTL-210-3925-03 02/07/14 SJ W 2014-032 04/22/14 NCTL-210-3930-01 02/24/14 N CTL-210-3930-02 03/10/14 SJ W 2014-068 07/07/14 SJ W 2014-071 07/07/14 SJ W 2014-069 07/07/14 SJ W 2014-079 07/07/14 2. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report# Report Date: SJ W2010-003 01/11/10 t Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 09/22/2014 A Perfect Solution in Every Drop :�. <. Report No: 2751 Certificate of Authorization:29578 3. Quality Assurance Entity National Accreditation&Management Institute (FBC Organization#QUA1789) Installation: 1. Approved anchor types and substrates areas 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 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 Y4"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.77 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 (A010852A)for anchor spacing and more details of the installation requirements. Design Pressure: MAX.OVERALL DESIGN PRESSURE(PSF) NOMINAL SIZE MISSILE CONFIGURATION INSWING OUTSWING IMPACT WIDTH HEIGHT RATING POS. NEG X 3'-01° 6'-8" 50* so so* 5o LMVii&SMI 50" 50 i Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 JELDIVEN Design-Pro,,' and Smooth-Proem 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 des/ ns available. 1/4 Lite 112 Lite 314 Lite Full Lite iI GLASS UNIT THICKNESS/ �.I �.� I_ _._) -__I TYPE DESCRIPTION GLAZING ! • 00.00 Ir►.,tl : . e 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 Clear w/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 0.28 0.19 0.31 0.25 3/4'. Clear with SOL 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 Clear 0.22 0.10 0.27 0.19 0.30' 0.26 0.34 0.34 Low-E 0.21 0.09 0.24 0.18 1 0.26 1 0.21 1 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 NA NA 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 0.15 0.26 0.20 0.30 0.27 ' Embossed NA U-Factor=0.17 SHGC=0.01 Flush NA U-Factor=0.16 SHGC=0.01 Impact GlassClear Lam 0.24 0.06 1 0.29 1 0.15 1 0.33 1 0.20 Triple Pane Clear w/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 1 NA I NA Clear NA NA 0.25 0.11 0.27 0.15 0.31 0.20 1/2" Law-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 Clearw/Grids NAl NA 0.24 1 0.11 1 0.26 1 0.14 1 0.30 1 0.18 1 Low-E w/Grids NA 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 0.32 0.16 Low-E w/Blinds NA NA 0.24 0.05 0.26 0.07 0.28 0.09 Decorative Glass' Decorative/Clear NA NA 0.23 0.10 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 I NA NA I NA I NA I NA 0.36 0.14 These options include direct glazed and lip lite glazed products. Performance values calculated in accordance with NFRC 100&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.12/15/14 Florida Building Code Online _ t f y y4 9..!-�k �3.��`l - BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search Business/,', Professional ;o�USER:Product Approval }.rY �. I i,n 1,rl 1i i U l l I ! rroruct Ap^royal Mend>r'rnduct or A.pplicaboo Search>Application Ust>Application Detail FL# FL15255-R1 -yryi - Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ €` l Product Manufacturer Trinity Glass International i` Address/Phone/Email 33615 1st Way S s- Federal Way,WA 98003 i { i (253)875-7300 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright I rickw@rwbldgconsultants.com ! i Technical Representative Address/Phone/Email i= Quality Assurance Representative Address/Phone/Email G Category Exterior Doors Subcategory Swinging Exterior Door Assemblies (` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional f Engineer ❑� Evaluation Report-Hardcopy Received r_ { Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. 1 Evaluation Report 7 Florida License PE-43409 l'. Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 ' Validated By Ryan 1.King,P.E. [ { ❑� Validation Checklist-Hardcopy Received Certificate of Independence FL15255 RI COI CERTIFICATE of INDEPENDENCE.odf i, Referenced Standard and Year(of Standard) Standard Year 1 ASTM D1929 1996 k' i ASTM D2843 1999 } ASTM D635 2003 q ASTM G155 2004 ' TAS 201,202,203 1994 t.. Equivalence of Product Standards { Certified By http:/hvww.Eoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AMj Florida Building Code Online I I Florida Licensed Professional Engineer or Architect !" 1 EL15255 R1 Eouiv Eauivalzncv Of Standards.odf P'P $ Sections from the Code t Product Approval Method Method 1 Option D A I ; Date Submitted 04/30/2015 Date Validated 05/01/2015 i Date Pending FBC Approval 05/09/2015 i Date Approved 06/23/2015 summary of Products "• Go to Page !tiV Pagel/2 �- FL#_ Model,Number or NameDescription _ 15255.1 ja.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X)_ 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 i. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j• j Other:See INST 15255.1 for Design Pressure Ratings,any additional use FL.15255 R1 AE Eval 15255.1.odf ' l 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 . j Sfdelites-Outswing Continuous Head and Sill Configurations(OX or XO; I' Limits of Use Installation Instructions .° + Approved for use in HVHZ:Yes FL15255 Ri II Inst 15255.2.ndf $ Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes 1 ( Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings;any additional use FL15255 R1 AE Eval 15255.2.odf t limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes j 15255.3c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sfdelites-Outswing Configurations(OX or X0;OXO) 1' Limits of Use Installation Instructions E i l � Approved for use in HVHZ:Yes FL15255 RS II Tnst 15255.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j' Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.3.)f 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" k" Sidelites-Outswing Configurations(XX;OXXO) ( Limits of Use Installation Instructions E. Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.4.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 i I Design Pressure:N/A Evaluation Reports 1 Other:See INST 15255.4 for Design Pressure Ratings,any additional use 1`1-1.5255 R1 AE Eval 15255.4.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes j 15255.5 e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions j Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.5.yL 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 15255.5 for Design Pressure Ratings,any additional use FI-1.5255 RI AE Evil 15255.5.ndf r � � limitations,installation instructions and product particulars. j Created by Independent Third Party:Yes 55' Mgm 'Pelet"98 Sidelites-Outswing Continuous Head and Sill Configurations(OX or X0; OXO) p Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI IT Inst 15255,6.odf Ifl i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes • Design Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any additional use FLIS255 R1 AE Eval 15255.6.odf € 9 limitations,installation Instructions and product particulars. Created-by Independent Third Party:Yes i 15255.7 g.Fiberglass Door 68 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or u:1 Sidelites-Outswing Configurations(OX or XO;0X0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Ri ii Inst 15255.7.odf {. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=NvGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKW1IbCIMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online _.......-..T - I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes •; Design Pressure:N/A Evaluation Reports i { Other:See INST 15255.7 for Design Pressure Ratings,any additional use FI_15255 R.1 AE Eval.15255.7.Odf j I limitations,installation Instructions and product particulars._ Created by Independent Third Party:Yes i i 115255.8 h.Fiberglass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" 1j I Sidelites-Outswing Configurations(XX;OXXO) } Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL152-55 Rl II Inst 15255.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j Impact Resistant:Yes Created by Independent Third Party:Yes j I Design Pressure:N/A Evaluation Reports Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.8.odf { j limitations,installation instructions and product particulars. 1 Created by Independent Third Party:Yes 1 115255.9 i.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Ff 15255 Rl II Inst 15255.9.ndf j 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 15255.9 for Design Pressure Ratings,any additional use FL15255 RI AE EvaI 15255.9.odf _ limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.10 j.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidellte or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or XO;0X0) 1 Limits of Use Installation Instructions r Approved for use in HVHZ:Yes FL15255 R1 11 Inst 15255,10.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 Design Pressure:N/A Evaluation Reports j Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.10 odf j I limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.11 k.Fiberglass Door 68 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite,j or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) 1 Limits of Use Installation Instructions i Approved for use in HVHZ:Yes FI 1.5259 R.1 II Inst 15255.11.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 j f Design Pressure:N/A Evaluation Reports ! Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.1 Lodf ! limitations,installation instructions and product particulars. Created by Independent Third Party:Yes t � s 15255.12 I.Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.12.ndF i j Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 j Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports a Other:See INST 15255.12 for Design Pressure Ratings,any additional use FL1.5255 RI AE Eval I5255.12.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes —+1 15255.13 m.Fiberglass Door 68 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations •", (OX or XO;0X0) j Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.13.odf 1 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i I I Impact Resistant:No Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional use F1.15255 R1 AE Eval i S2S5.11.odf jlimitations,installation instructions and product particulars. Created by Independent Third Party:Yes 1 i 15255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite r or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations - (OX or XO;OXO) _ i Limits of Use — Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.14.odf 1 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:No Created by Independent Third Party:Yes it Design Pressure:N/A Evaluation Reports Other:See INST 15255.14 for Design Pressure Ratings,any additional use FI-15255 R1 AE Eval 15255.14.odf i limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidellte 1 j or Sidelites-Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.15 for Design Pressure Ratings,any additional use F1_.15255 Rl AE Eval 15255.15.odf 1 i I limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 1 — 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- j Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) sj Limits of Use Installation Instructions 1I Approved for use in HVHZ:Yes FI..15255 R1 II Inst 15255.16,odf js http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AVVEBtgJRTL5r4g%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 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 FLIW55 R1 AE Eva[15255.16.0f !, limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing $ Configuration(X) Limits of Use Installation Instructions ( Approved for use in HVHZ:Yes FL15255 R1 1I Inst i5255.17.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.17 for Design Pressure Ratings,any additional use FL.15255 R1 AE Eva[15255.17.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes r j '15255.18 :=Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations j'; _ (OX or X0;OXO) _ Limits of Use Installation Instructions ! IApproved for use in HVHZ:Yes FL15255 R1 II Inst 15255.18.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:No I Created by Independent Third Party:Yes f ! Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.18 odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ ' 15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite j . ' • - -; or Sidelites-Outswing/Inswing Configurations(OX or XO;0X0) _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL..15255 R1 11 Inst 15255.19.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 Design Pressure:N/A Evaluation Reports I Other:See INST 15255.19 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 152-55.19.odf 6 j ! 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 !• ! Approved for use in HVHZ:Yes EL1.5255 RS I1 Inst 15255.20.0f I` Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 y, Impact Resistant:No Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports j ! Other:See INST 15255.20 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.20.odf {{ limitations,installation instructions and product particulars. Created by Independent Third Party:Yes t j Go to Page W `� Page 1/2 var - � � � � - f Contact Us;;1940 North Monroe Street.Tallaha« FL 32399 Phone:850-487-1824 - The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement (•; i i Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request;do not send electronic mail } l r'`•- 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 here. _ ProductApproval I iAccepts: ' SCCUClt43t EirltSCti" http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=%vOEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCIMx3AWEBtgJRTL5r4g%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 It:\Admin Docs\FBC Templates\Certificate of Independence.doe Shcet 1 of 1 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12, 2015 To Whom It May Concern: FL-15255 Equivalency ofStandards 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. Z nF Jin Lyndon F. Schmidt, P.E. d '. SI-A" ` °'jJ FL No. 43409 ' ;; < %'0`° �:��©°� CA No. 9813 Q., T R I INTIT71' C]3LASSS, -A�d 21 I 11jTC-- R NATIONAL 1P Z 01 a`fin .......... (0 Z 0 M a 37.50"MAX.O.A. 37,11"MAX.O.A. 01) GLAZED FIBERGLASS FRAME WIDTH 16 L)C4 FRAME WIDTH Zd L; 1. Ern Ej 5, M "IMPACT" DOOR E It M a: 0[L OUTSWING E 'a Z o C Li GENERAL NOTES x Ln i 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building 90 Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). Ed X 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 0 material shall be beyond wall dressing or stucco. 0 0 0 3. When used in the"HVHZ"this product complies With Section 1626 of the Florida Building Code an 0 does not require an impact resistant covering. M 4. When used in areas outside of the"HVHZ"requiring Wind bome 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"ID"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. o Z 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x LD buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis lo�, a licensed engineer or registered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE 7. This product meets water infiltration requirements for"HVHZ". Uj ii DIGN k ph iis&iIt(PSS.TABLE OF CONTENTS MAX SHEET# DESCRIPTION �:' 1 Typical elevations,design pressures&general notes SWING .:.:,:DIMENSIONjyptPOSITIVE :N GATIVE' -0 D IT Z I. 2 Door panel details and glazing details OUTSWING 37.50"x 80.75" G1,G2 DATE:02127112 3 Door panel details and glazing details +60.0 -60.0 (RECTANGULAR) &G3 4 Horizontal cross sections SCALE: N.T.S. Z 5 Vertical cross sections OUTSWING NO.BY. JK Buck and frame anchoring 1 37.50"x 60.75- G1,G4 +75.0 -75.0 6 (OVAL) CHK.BY; LFS R:. 7 Components DPAWING ND.: Ix 8 Bill of materials FL-15255.5 SHEET_1 or Q wmT _ 35.75'MAX. o ��,%, !r y " PANEL WIDTH G3 G2 GI ``�N�Q� � m PVC STILE CAP EXTERIOR LOCK BLOCK---- PVC STILE CAP '�,� 21.0" __-- \ LVLSTILE ? , o 7.j=L5 n MAX.D.L.O. _ n L 4 I l - �yNiy o :z- G, N O M Z 0.2" ms v a•: SEEDETAIL2 INTERIOR L— J0.32 1 HORIZONTAL CROSS SECTION 2.48 —� 1.669 o 0 9 m c m C7 SEE HARDWARE 2 TOP RAIL a �" M a a = O o CHART STRUCTURAL SILICONE LVL/COMP. z a --ni POLYURETHANE (TYP.4 PLCS.)SEE E 9co Z ¢ FOAMED A3 s'GLASS BYTE o c Ui (� FIBERGLASS OPTIONS BELOW A 3`0; v, 1 z YARN IV O.A,THK GLASS b o= REINFORCEMENT 1/8"TEMPERED GLASS G3 G2 G1 a SEE J JJ DETAIL 1 � AIR SPACE a¢ h Z GLASS ANNEALED EXTERIOR INTERIOR V1 00 I r wz n pETATL 2 0.090"PVB INTERLAYER o $ a g FIBERGLASS DUPONT BUTACITE OR CAPSTONE SKIN #8X1-1/6'SELF z_' W c" 1/8"ANNEALED $ 00 THREADING SCREW oz STRUCTURALSILICONE GLASS EXTERIOR INTERIOR o �¢ PVC/ALUM.OR POLYPROPYLENE/ALUM. (TYP.4 PLCS.)SEE o COMBINATION GLAZING SPACER o D: OPTIONS BELOW a a .S'GLASS BYTE G2 GLAZING DETAIL ER 2 A3 ED 7 DOOR PANEL 1"O.A.THK GLASS Full lite *BUTYL s"GLASS BYTE F 1/8"TEMPERED STRUCTURAL SILICONE GLASS 1"O A.THK)TYP.4 PLCS,)SEEAIR SPACE OPTIONS BELOW118"TEMPERED GLASSNin #8X1-1/8"SELFr-' AIRSPACE oO116'ANNEALED GLASS THREADING SCREW �0.090"PVB INTERLAYER 1/8"ANNEALED GLASS �#8 X 1-1/8"SELFDUPONT BUTACITE OR CAPSTONE LVLTHREADING SCREW 0.090"PVB INTERLAYER r RAILALUMINUM 8 BUTYL1/8"ANNEALED GLASS DUPONT BUTACITESPACER SYSTEM ALUOR CAPSTONE a d o b SPACERS o ? g G T GLAZING DETAIL 1/8"ANNEALED GLASS m \w i G3 GLAZING DETAIL PVC �o COMPOSITE o 1.24" i / BOTTOM RAIL F ,ry5 r In I _ ATE,02/27/12 °z z ti• I HARDWARE CHART ':.:.. SCALE: ♦ F z � , � . + N.T.S. 01_ N DWG.er= JK m' MANUFACTURER MODEL 2 VERTICAL CROSS SECTION CHK.BY LFS 3 c } .... :.-c 2 DRAW NO NO.: N DETAIL 1 FLUSH GLAZED FRAME KNOB: SIGNATURE SERIES FL-15255.5 ABS or PC/ASA n MAHOGANY LfTE FRAME KWIKSET DEADBOLT: SIGNATURE SERIES 980 N uABS Of PC/ASA SHEEP 2 OF 8 s 35.76'MAX. PANEL WIDTH -- PVC STILE CAP G4 G3 G2 Gl EXTERIOR LOCK BLOCK LSTILE —\ PVC STILE CAP \\\\� 7t9// m 15.50" / �C '• MAX.D.L.O. 'z 4 _ G * N on Z SEE DETAIL 2 INTERIOR 0.7' m u a v.. j1� v ° ozq 3 -- --0.32" _ SEE HARDWARE HORIZONTAL CROSS SECTION L2.48 — ' tc a E NM dX w a CHART 3 H: - o � —_--_- I E o z _ .5"GLASS BYTE Z.4 C5 o a B3 A3 - BUTYL SEE 1"0.THK GLASS d c+, i DETAIL 1 l -1/8"TEMPERED GLASS / z N —AIRSPACE N o0 16 DECORATIVE INSERT TOP RAIL �' j AIR SPACE LVL/COMP. ED } 1/8"ANNEALED GLASS w -.090"PVB INTERLAYER c oc� Ei DUPONT BUTACITE OR CAPSTONE o o a STRUCTURAL SILICONE 1/8"ANNEALED GLASS (TYP.4 PLCS.)SEE rbc °d O 2 OPTIONS BELOW ALUMINUM G4 G3 G2 G1 a a DOOR PANEL G4 GLAZING DETAIL m � POLYURETHANE Oval lite FOAMED z FIBERGLASS z YARN m U REINFORCEMENT EXTERIOR INTERIOR ox _ o c; Z v In N � O N Q 2ETAIL2 . .81kV:,. FIBERGLASS o ° n h SKIN LVL Z z I RAIL-L �w z -�- PVC - o COMPOSITE —z a - HARDWARE CHART RAIL m z NIPo DATE,02/27/12 rq Z m1 MANUFACTURER MODEL �_ o SCALL N.T.S. 9 STRUCTURAL SILICONE OPTIONS: J Dw^V .BY. JK m w 1 SILICONE BY CAPSTONE(APL) --1.64"— a --- KWIKSET KNOB: SIGNATURE SERIES CHK.BY: LFS 3 DOW 995 STRUCTURAL SILICONE DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. 2 VERTICAL CROSS SECTION DHavnHc Ho.: N DETAIL 1 $ FL-15255.5 a SHEEP oF 8 N v R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,3.1 S--. �A 7 Z e < a Q 4 °G < 0 A Q � I 0 N y o Z Z N w <; a �A IhN 010 A W A N W O a ty 6 n 0 O N to N H W H T W m 70 _f- n A N N y a e a _----- v S m 4Q W ' N I r- A 0 O m r- tyii n v a Z o < a m— `,1111111111//2j, Z No.43409 PRODUCT: Document.Prepared By:-,, TRINITY GLASS INT'L Lyndon F. Schmidt �i...W3.CA•' I� P.E. No. 43409 S a ry PART OR ASSEMBLY: GD�/,� BUILDING CONSULTANTS. INC. ICD to to N 7 03 02/15 UPDATE 70 5TH ED. (2014) FBC JK HORIZONTAL CROSS SECTIONS J VIi P.O. Box 230, Valrico, FL 33595 NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9613 0 2O1 2 R.W.9l)1— i CONSULTANTS'Irvc. R:\Clients\Trinity PERNIANENTFIorida Pradutt Apprwals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,4.1 x rT m I =0 o y > PO Z o N oaD. 3 T < ao ;;o ►� ' `< N O b 15 C'SINK v 1-1/4"MIN. n EMB.(TYP.) r 1-1/4"MIN. EMB.(TYP.) Inn A `� (as Al 70 Y ° 0 T cn 0� y > A r y o In ' i > n °a 7a. I N I ° I i w 1-1/4"MIN. v EMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) No.43409 i n y PRODUCT: Documents Prepared By.iUWE OF AXO D TRINITY GLASS INT'L Lyndon F. Schmidt ��i '• D�•'(>) �A` P.E. No. 43409 �2I/S�Q�A`• `��` too •. Z� 11111111111 D un -i v PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 0.370 2/15 UPDATE 70 STH ED. (2014) FEC JK P.O. Box 230, VDlrico, FL 33595 ICO v N0. DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 201 2 R.W.BUILDING CON—L-5 INC. 4' SEE HINGE 6 (nP I ```` ....* DETAIL 1 .'� Z 2X BUCK D F ?X BUCK �rrU*i?,��4y` onfO0 T(P.HEAD AND JAMBS -- £ °N u TYP.HEAD \ Em z m v v AND JAMBS v a u a `o a 2X BUCK $Cj 2X BUCK 22 a m a a mw O __ c 0 b E az DOOR u FRAME u;p *U 64 2X BUCK ? z MASONRY SEE MASONRY 2;OPENING DEf 12 OPENING M 1X BUCK m z= ¢U Z n Y¢ TTP.SILL U � P � o w 0 23 a STRIKE PLATE DETAIL m EE a BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N z 3 Mason cans coon o o_ CONCRETE ANCHOR NOTES: w ° 1. Concrete anchor locations at the comers may be adjusted to maintain the min. rn edge distance to mortarjoints. 2. Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to 10 maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o J 2X BUi) - 3 Concrete anchor table 'o a MIN CLEARANCE <M1M CLEARANCE, 1X BU K ANCHOR :ANCHOR MIN w Z iOMASONRy TOADJAC'E' • a TYPE SIZE.: EMBEDMENT _•• •� o t o o >. . EDGE:> ... ::..'ANCHOR '::: 26 26TAPCONITW 1/4" 1.1/4" 2„ 4„ �• 24 ZI E3ELCO OATF:02/27/12z ® 1/4" 1-1/4" l" 4" �� 18 scuE: N.T.S. 0 z ULTRACONDING.BY:C TAPCONe 3/16" 1-1/4" 3" 1-1/2" CHK.GY. LFSr WOOD SCREW INSTALLATION NOTES: HINGE DETAIL I DRAWING NO.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-15255.5wood screws to prevent the splitting of wood. N SHEET 6 OF 8 V K R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,8.1 -._r 131 x 0.75' ►� 0.81" L25' --I 1.25' {- W w 0 t D m I \ 4 z � -2t ry O D —"•) 1.sr' ��1.34' a in ni Y 2 6 1.00" 0 0 a H � D Q: nI rrl z-L 0 � :o N � \ o b ol.l p wCo Ny W of t> z 0 m. -SIC //f/ n x� F14�. lul �� V.•'�GENBF o No.43409 .pr s pgeumants Prep—d By. w o PRODUCT: ..� x TRINtTY GLASS tNT't- Lyndan F. Schmidt �i'cS'•. .••yt?��, 4 j N P.F. No. 43409 / ��n(p1L V D Z N PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. P.O. Box 230. Vatrico, FL 33595 Co .. x in\ i Q3jQ2j25 UPDATE TO 5TH ED. {24}4) FOC JK COMPONENTS Phone No.: 813.'59.9197 �Cto N NO DATE 9Y FBPE C.A. No. 9813 REVISIONS 0 2012 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS ITEM R DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD r z 'a' a B 2X BUCK SG>=0.55 WOOD 9 .� z °m •., . 'S co C 1/4"MAX.SHIM SPACE ---- _ — i��' *P > ° Z M D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW_ STEEL 'III I1k1 � 0n N ro_z MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI m 0 d a 2 i o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 \ " E c,)- Z o z m F 1114'X 3-3/4"PFH ITW CONCRETE SCREW_ STEEL ti a ° m a Z w a m H 1/4"X 3-1/4"PFH TTW CONCRETE SCREW STEEL J #9 X 2-1/4"PFH WS _ _ STEEL E o z° L #8 X 2-1/2"PFH WS STEEL_ R w M 3/16"X 3-1/4' PFH ITW CONCRETE SCREW STEEL j ri P 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 JAMB PVC 3 JAMB FIBERGLASS/COMP 8 #6X1-1/4PFH DRYWALL SCREW STEEL 5 r 12 WEATHER STRIP QEBD650 Q-LON m 18 3.983"X 4.0"HINGE MIN 0.098 THICK STEEL N o 19 SILLKEY PC/ASA z Q 22 DEADBOLT STRIKE PLATE STEEL o m 23 STRIKE PLATE STEEL o 24 #9 X 5/8"PFH WS STEEL a a ev 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. m26 #9 X 1.0"PFH WS STEEL 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 4 64 #8 X 2"PFH WOOD SCREW STEEL a N Z 3 W O � W G o � ti 0 - j u Z � N u Z o¢ a n� � O N O Z Z c°] nATE:02127112 = zSCALE: N.T.S. ° ¢ Owc.BY: JK m' f CHK.BY: LFS 3 a oBawiNc NO.: FL-15255.5 N 0 SHEET B OF 8 N V z R R W Building Consultants, Inc. WB Consulting and Engineering Services for the Building Industry C P.O.Box 230 Vatrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenilicate orAuthorimlion No.9813 Product,EvaliiatiohRFpqrt ReportNo.: Date. May Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St.East "Impact"Door 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.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named 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-15255.5 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-15255.5 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.,lnc. 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.,lnc. 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-15255.5 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by geoe� " `�y Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) a° �,.z:�,°I_'.: 1r Es, Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. 5. Quality Assurance ;0 Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complied 'i ::�In with ISO/IEC 17020 and Guide 53. S AT` r Lyndon F.Schmidt,P.E. i FL PE No.43409 5/1/2015 Sheet 1 of 1 ENERGY RATINGS Feather 000Fa 6/8, 7/0& 8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites ,410s in LitP:SWi4' W4:Uta<1100 sq in Full liba a 1100.sq in" TYPE. 51MNG .01GLAZING 'I , - 14.:? factor --z V SHGC factor 'A Sf1ti , Triple Pane-Decorative Glass 0.21 0.10 O.24 0.18 0.27 1 0.23 ------------ Fiberglass Inswing Dual Pane-Grooved Obscure 0.22 0.11 X4-50 '+3* Outswing Door Dual Pane-Wrought Iron 0.22 0.11 ;2230 1 77 Dual Pane-Low E-270(Clear/internal Grille) 0.19 0.06 0.22 0.10 1 0.24 0.13 1 0.26 0.18 Opaqu e/No Glass(Flush/Embossed) U-Factor m 0.15 T� -A Typ9' Ikd!�1 1 - 'I"Lite>46Q,sq iii; GLAZING Triple Pane-Decorative Glass 0.18-F-0.03 0.23 0.13 0.25 0.16 0.28 0.22 �().. 8 '3 Fiberglass Inswing& Dual Pane-Obscure 0.19 0.04 0.25 0.13 0.28 0.18 Sidelite Outswing Dual Pane-Wrought Iron 0.19 1 0.03 0.25 0.14 0.28 0.18 Dual Pane-Low E-270(Clear/Internal Grille) 0.0, 012 8 1 0.02 0.21 0.07 0.23 0.09 0.25 Air Le-akage:5 0.3 cfm/ft2 6/8 Mahogany Woodgrain Style Fiberglass Entry Doors &Sidelites : '1129DD:s Lito< 1100 sq ini:j Ube>1108sq in TYPE' SWING " GLAZING �-U U ..:.s _" 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 WA 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 NIA 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/' N/A Triple Pane-Laminated Impact Glass 0.20 0.07 1 0.22 0.13 1 Nl�-1 N/A 0.25 0.20 Opaque/No Glass(Flush/Embossed) U-Factor a 0.15 SWING ..,:GLAZING i6 ' is�il ill�' TYPE 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/Clearlinternal 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 GrillelSDQ 0.18 0.03 N/A N/A N/A N/A 0.24 0.11 Tri le Pane-Laminated Impact Glass 0.18 Air Leakage 0.3 cfm/W 6/8 Flushglazed Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites 1/4 Lit �'qjn 4 Lite1 OID qjij FuI1 -j�j sq in 4 In, jq .' .!'Ir TYPE S*Aid G]WIN 6' 11� 1 11 - r- Vfactor Triple Pane-Laminated Impact Glass 0.23 0.08 1 0.25 0.14 JRTN 0.30 0.24 .Triple Pane-Decorative Glass 0.23 0,09 0.25 0.16 0.27 (0.21 ) 'F;-'11.30; 1,-1 Fiberglass Inswing 8 Dual Pane-Laminated Impact Glass 0.24 0.10 Door Outswing Dual Pane-Grooved,Reeded 0.24 0.10 - ;7N jAri o M 11, Dual Pane-Wrought Iron 0.24 0.10 Dual Pane-Low E-270(Clear/Internal Grille) 0.21 0.05 0.23 1 0.09 0.24 1 0.12 0.26 0.16 TYPE SWING "6LAZIN6n ' 4 e '0 i;q,n- I 4VW • sq m'` 3 i`" "i I se pv 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 �oq Dual Pane-Grooved,Reeded N/A NIA 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Wrought Ire N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Low E-270(Clear/in-tenrnal Grille) NIA NIA 0.23 0.06 0.23 0.08 0.24 0.10 Air Leakage 0.3 Cfm/f .t2 -------- -n;purc -4o i4c"Does gtia)lrywfie)} �' -nSidd it6.-'WMJ1 entr6 one� i�fin' WY�4 Nortf07-4 NFRC Size Designation Feather River Door Description NFRC Size Designation Feather River Sidalita Description Fanlite,Craftsman(Mahogany)Craftsman Rectangle, 1/4 Lite 5 65 sq in Craftsman(Mahogany) 114 Lite s 410 sq in Craftsman Arch,Center Arch,314 0"1(Smooth), Metro(3 Lite,3-Lite Mix,4-Lite,5-Lite) 1/2 Lite 5 350 sq in Half Lite,Half Lite RT,Center Arch(6/8 Oak) Half Lite,Half Lite RT,Softbrow,Center Arch(810 Oak), 3/4 Lite 460 sq in Center Arch(6/8 Mahogany,8/0 Oak),3/4 Lite(6/8),Full Lite(6/8 Oak, 1/2 Lite 900 sq in 3/4 Oval(Mahogany and Oak),Full Oval, Smooth,Mahogany-12°110") Metro 0-Lite Straight,3-Lite Craftsman) Full Lite>460 sq In 3/4 Lite(8/0).Full Lite(7/0),Full Lite(6/8 Mahogany-14^) 3/4 Lite 5 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 Rr Opaque/No Glass All Panel Doors qval'!.C-j" Florida Building Code Online .--- BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ! Publications i FBC Staff BCIS Site Map Links ! Search Busines.,' Da— Reqll-doHi ProductApproval �iProfessina115ER:PublicUser 2 n 11 r 1-duct AnDrovai Ntanu>Product nr Application Search>.Application Lis[>Application Detail {.. FL# FL15255-R1 Application Type Revision i II Code Version 2014 s Application Status Approved I Comments Archived ❑ Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 j rickw@rwbldgconsultants.com r [ Authorized Signature Vivian Wright r i rickw@rwbldgconsultants.com i Technical Representative Address/Phone/Email Quality Assurance Representative ! j Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies y� - t I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑� Evaluation Report-Hardcopy Received L^ 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 j Validated By Ryan 1.King,P.E. jj! ❑� Validation Checklist-Hardcopy Received I t - Certificate of Independence FL.15255 RI COI CERTIFICATE of 1NDEPENDENCE.odf Y - I f Referenced Standard and Year(of Standard) Standard Year i ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 I ASTM G155 2004 TAS 201,202,203 1994 f } Equivalence of Product Standards _J Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online Florida Licensed Professional Engineer or Architect FL15255 R1 Enuiv Equivalency Of Standards.odf l Sections from the Code E f. l i Product Approval Method Method 1 Option D I Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 F Isummary of Products j Go to Page Page 1/2 FL 7k (Model Number or Name IDescriotion 115255.1 Ia.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL15255 R1 I1 Inst.15255.1.oAf !. t 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 j Other:See INST 15255.1 for Design Pressure Ratings,any additional use FI,t 5255 R1 AE Eval 7 5255 t odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes iju.Fiberglass Door Single Opaque"ImPSEF FIM6159s DO with Impact"Mente or j Sldelites-Outswing Continuous Head and SIII Configurations(OX or XO; _ OXO) i !Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j Other:See INST 15255.2 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.2.odf j limitations,installation instructions and product particulars. Created by Independent Third Party:Yes I 15255.3c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or 1 Sidelites-Outswing Configurations(OX or XO;0X0) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.i 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 Design Pressure:N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings,any additional use FI-15255 R1 AE Eval 15255.3.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes i _— 15255.4 �d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Doorwith or without"Impact" 4 Sldelites-Outswing Configurations(XX;0XXO) _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.4.ndf II Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created b Independent Third P Y P Party:Yes 1 Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.4.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ k 15255.5 le.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.5 for Design Pressure Ratings,any additional use Fl 15255 RI AE Eval 15255.5.ndf limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes l. _ 15255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or Sldelites-Outswing Continuous Head and SIII Configurations(OX or X0; OXO) ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL_1.5255 R1 II Inst 15255.6.odf j 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 t Other:See INST 15255.6 for Design Pressure Ratings,any additional use FL15255 R3 AE Eval 15255.6.r)d limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.7 g.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or ' Sldelites Outswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Rl II Inst 15255.7odf http://%vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ%vtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%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 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any additional use F1.15255 R1 AE Fval 15255.7.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ 115255.8 h.Fiberglass Door 68 Double Glazed"Impact"Fiberglass Door with or without"Impact" Sidelites-Outswing Configurations(XX;OXXO) Limits of Use Installation Instructions —� Approved for use in HVHZ:Yes FL15255 RS , Inst 15255.8.odf j ! Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Ij j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.8.odf a I j ( limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ !1 15255.9 1.Fiberglass Door ^6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing j j- f Configuration(X) I 'Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1`115255 RI II Inst 15255.9.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255 9.pd j I limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes –I j 15255.10 Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations .j (OX or XO;OXO) `! Limits of Use Installation Instructions F j Approved for use in HVHZ:Yes FL15255 RI II Inst 15255 10,odf t ' I Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I Impact Resistant:No Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.10.1)df i j limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes k: 15255.11k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non Impact"Sidelite j. or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) ,l !Limits of Use Installation Instructions Approved for use in HVHZ:Yes R-1,5255 RI Ii Inst 1.52.55,11.odf 1 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 y Impact Resistant:No Created by Independent Third Party:Yes L- j I Design Pressure:N/A Evaluation Reports Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255,11.0df limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.12 I.Fiberglass Door 68 Double Opaque"Non-Impact"Fiberglass Door with or without"Non Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.12.odf 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, E I Other:See INST 15255.12 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.12 odf ; limitations,Installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or X0;OXO) Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FI-15255 RI II Inst 15255=13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 ' 1 ' Impact Resistant:No Created by Independent Third Party:Yes i ( Design Pressure:N/A Evaluation Reports Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL15255 R7 AE Eval 15255.13,odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes `15255.14 In,Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite i; or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations , '.,I _ (OX or X0;0X0) y Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.14.0f II C 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 "'. i i Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.14.odf limitations,Installation_Instructions and product particulars. Created by Independent Third Party:Yes .j 15255.15 0.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite it or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions :I ' Approved for use in HVHZ:Yes FL15255 R1 II Inst 1-52.55 15 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 Design Pressure:N/A Evaluation Reports i' Other:See INST 15255.15 for Design Pressure Ratings,any additional use F1,15255 R1 AE Eval 15255.15.odf i limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.16 p.Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- Impact"Sideiltes-Outswing/Inswing Configurations(XX;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Ft 1_5255 R1 II Inst 15255.16.odf http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AI4] Florida Building Code Online 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 is Other:See INST 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.16.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.17 q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing § Configuration(X) } Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.17.odf t 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 I Other:See INST 15255.17 for Design Pressure Ratings,any additional use F1..15255 R1 AE Eva[15255.17.odf limitations,installation instructions and product particulars. I Created by Independent Third Party:Yes 15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Im act"Fiberglass Door with"Non-Impact"Sidelite i or Sidelites Outswing/Inswing Continuous Head and Sill Configurations (OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS255 RI II Inst 15255.18.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.18.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes_ 15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite > or Sidelites-Outswing/Inswing Configurations(OX or X0;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLJ 5255 RI II Inst 15255.19.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports - $ Other:.See INST 15255.19 for Design Pressure Ratings,any additional use F05255 RI AE Eval 15255.19.pdf 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) p• 1 Limits of Use Installation Instructions ' Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.20.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 I Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.20.odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes q� 1 j Go to Page � 'dif' �' Page 1/210 vrr s I I Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 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 apublic-records request,do not send electronic mail _ I to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails i provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please 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 110[p-. Product Approval Accepts: Rig Ma `t . f sccuntv"'s icrR=cs 2:' I http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRNoHTeKozNKWlIbCfMx3AVIEBtgJRTL5r4g%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 10Admin DOCS\FBC Templates\Certificate of lndependence.doc Sheet 1 of 1 R R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O.Boa 230 Valrico.FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 March 12, 2015 To Whom It May Concern: FL-15255 Equivalency of 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. F 1,1 L) 43' e r Lyndon F. Schmidt, P.E. FL No. 43409 4 CA No. 9813 c"�gL'6eEc�b`d>� � . buck masonry construction. 1.58" %��`,,`1,*„,l r 1 .. 0�1N FIBERGLASS PVC STILE PVC TOP EXTERIOR LOCK BLOCK CAP PVC STILE SKIN ;z. �Q,: 0.32 a ” 2.48"— 1.58" CAP RAIL _..._- } _ 'ar- -- = z `0� LVL STILE INTERIOR / LVL STILE -LVL RAIL m v o O.IU' - SEEDETAIL2 / z o z 1 HORIZONTAL CROSS SECTION L POLYURETHANE \` o p o a 0.31" 2 FOAM CORE �1 a a 5 a a m 0 E o E oZ 35.75"MAX. PANELWIDTH a -POLYURETHANE z FOAMED FIBERGLASS _ o ® / T a U REINFORCEMENT EXTERIOR INTERIOR C m 4 2 ' POLYURETHANE ? 0: a o F j I FOAM CORE �� 0 0 m cs_7 1 1 I o it , = + a a SEE HARDWARE DETAIL2 6 - Yr CHART - FIBERGLASS ' m q _� SKIN v m `c3 SEE DETAIL 1 ,ry5 DOOR SKIN I �ti z ^ in d O O N W N LVL RAIL DETAIL I _ o a u � z a 2 o-' HARDWARE CHART PVC BOTTOM a 2 ....... RAIL a 40 OPAQUE DOOR MANUFACTURER MODEL .. o Z z KWIKSET KNOB SIGNATURE SERIES 15 SCALE:1/N.T.S. ° DOOR SKIN:0.079"MIN.THK.FIBERGLASS DEADBOLT:SIGNATURE SERIES(980) 1.76" 2 CORE MATERIAL:POLYURETHANE FOAM MG.BY: JK m CHK.BY: LFS 3 r ('2_�VERTICAL CROSS SECTION oBmriNc No.: a 2 FL-15255.1 N 0 VSHEET 2 OF 7 ac R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-1525S\FL-15255.1-4.dwg,3.1 F. F.> �Z v O a Wr d a a. LJ O N � r O A a n n o � - y Om N N ono w r Z rT7 Z ti N W O O O 0a 0 W W W N oO m Z O (D X T� �;;U O O C r Q n n 0 N 'c to N N W N n W o y D W N W z y Q c W A . N Z /0 .P n A � O r N 4 O m v ? ` No.43409 • ir* PRODUCT: Documents Prepared By:i '. ,,� a " TRINITY GLASS INT'L Lyndon F. Schmidt •• OR�OR:'G``��` n P.E. No. 43409 ItN � o Z� ff/ff1I1111\\\ Z (� 10.3702/15 UPDATE TO 5TH ED. (2074) FBC JK PART OR ASSEMBLY: @rr i P OILDIBox 2305 VDIr coS�FL 33595 Iv N NO DATE BY HORIZONTAL CROSS SECTIONS JL IU/14/ phone No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. R;\Clicnts\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.1-4.dwg,4.1 M m � nA 0 r � ° e co rn rL "111111111111111111W4 VN71 a A °4 o „ ° r(C��'S�'IVNK e ( .) a, � ' a 1-1/4"MIN. n OEMB.(TYP.) 1-1/4"MIN. EMB.(TYP.) M m Orn m z I f;0 ' n v0m tT 7(� n•N N �( z sj \J I i bA N N v V '� 1-1J4"MIN. - 1-1/4'MIN. EMB.(TYP.) `.`�`�.•�VCENBCi'.T'�i No.43409 s ' a PRODUCT: Daeumente prepared BY:i V, b[Allow L ndon F. Schmidt TRINITY GLASS INTI Y i (7 � n � m • P.E. No. 43409 I{, o z CCn Nn r— L y PART OR ASSEMBLY: mK�7,R}!BUILDING CONSULTANTS, INC. IV x N N 1 03 02 15 UPDATE TO 5TH EU. (2014) FBC JK VERTICAL CROSS SECTIONS t l✓1!I/ P.Q. Box 230, Valrico, FL 33595 N0 DATE BY Yvv Phone No.: 813.559.9197 REVISIONS I FBPE C.A. No. 9813 02012 R.W.eu1LalNa C....LTANT9 INC. q^ SEE HINGE r 6 DETAIL, I � ) .�°'� 9--^ M Yz or om2XBUCK � �i .'••.. ..• j j�TYP.HEAD F 1X BUCK ////rl o. 6 11 11� o In 2 AND JAMBS di a N o TYP.HEAD Z AND JAMBS i o m 1 w 2X BUCK oo cj 2X BUCK 22 ~ a m c 5 a a l s � � vZ h o rW E DOOR ci FRAME hp v0 64 2X BUCK ? ' SEE "r. MASONRY HINGE MASONRY M 1 X BUCK v) �� OPENING DETAIL2 OPENING n ¢o TYP.SILL ma a P — o o 23 o a STRIKE PLATE DETAIL m BUCKANCHORING HINGEJAMB FRAME ANCHORING S_TRIKEJAMB ti N 3asonv�si construction o 0 o CONCRETE ANCHOR NOTES: w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. o 2.Concrete anchor locations noted as"MAX ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors — C may be required to ensure the'MAX ON CENTER"dimension are not exceeded. J 2X BU J 2X BUCK '0 3 Concrete anchor table: a MIN CLEARANCE MIN CLEARANCE K IXBUCK w ,"_ a ANCHOR ANCHOR MIN z TYPE SIZE... EMBEDMENT TO MASONRY TO ADJACENT 26 _•• •� o a • H , • •. o EDGEi ANCHOR:.. ti •• 26 �• • �- i 0 ITw ,� U4" 17/4.. 2,. 4,. 24 - — 24 Z aA� 1/18/12 i z ULTRACON 1/4" 1-1/47 1" 4" 18 __--_-- 18 _........__ �_..-_ SCALE N.T.S. 9 a DWG.aY. JK m' TAPCON® 3116" 1-1/4" 3" 1-1/2" cHK.BY: LFS 3 wooD SCREW INSTALLATION NOTES: HINGE DETAIL I HINGE DETAIL 2 DRAWING NO.: — I.Maintain a minimum 518"edge distance,I"end distance,&1"o.c.spacing of FL-152.55.1o wood screws to prevent the splitting of wood. sHea 5 or 7 N G s' R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.1-4.dwg,6.1 wa �+f =0 O� � 3� m 47 z 0 0.75" 0.81" 1.25„ { Sm iia m Z z I} z b - fie v T }--�-1.34" O s j 0 =4 0 p N� a �z OE2 M K 0 r a E10,76' � \1 w � yNy W P O � 0 m y ♦♦1♦♦��•,SCifil�9jl3/f/// -•--•--�—1.50" S/�-� T� • ry PRODUCT: C!oeumenb Propared BY:.l �•: \y♦�` Lyndon F. Schmidt // •••• ORSD•, \♦♦ TRINITY GLASS INT' /tS� ,q�tw♦ t'- g P,E. VmK� ��1Il111111\L� I \ J L U1 Z do PART OR ASSE!ABLY: Box BUILDING CONSULTANTS, INC. P.O. B230, V61rIC0, FL 33595 03102115 UPDATE TO 5TH ED. 2014)FBC A COMPONENTS Phone No.: 813.659.9197 ^' Na DATE REVISIONSBY FBPE CA No. 9813 020 12 R.W.BLIILOINO CONSULTANT.INn. BILL OF MATERIALS ==d ITEM If DESCRIPIfON MATERIAL A 1X BUCK SG>=0.55 WOODz .g`O`Z g° B 2X BUCK SG>=0.55 _ WOOD %�,'•.,. C. �o n C 1/4"MAX.SHIM SPACE - '�� *P ` 0> O i " M D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL +++I I �►,� ` o 2)m z MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ON E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE `e E o o m m° F 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL �j L a n M o t m H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL Y v m a a _ J #9 X 2-1/4"PFH WS STEEL E o zG L #8 X 2-1/2"PFH WS STEEL c w M 3116'X 3-1/4" PFH ITW CONCRETE SCREW STEEL P 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD 2 JAMB PVC V) 3 JAMB FIBERGLASS/COMP z 8 #6X1-1/4PFH DRYWALL SCREW STEEL I 12 WEATHER STRIP QEBD650 Q-LON 18 3.983"X 4.0"HINGE MIN 0.098"THICK STEEL w o 19 SILLKEY PC/ASA 22 DEADBOLTSTRIKE PLATESTEEL o C3 23 STRIKE PLATE __ STEEL o - 24 #9 X 5/8"PFH WS STEEL a a 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. x} 26 #9 X 1.0"PFH WS STEEL 'm 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. G 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 64 #B X 2"PFH WOOD SCREW STEEL LL o N Ln y Z 3 O W N � � c o 0 O i N m h p o m O x Z v c DATE 1/75112 i 2 SCALE N.T.S. ° Z < DWG.eY. JK m CHK.BY.. LFS 5 DRAWING NO, � FL-15255.1 " 0 SHEET 7 OFZ_ N V R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Boa 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report Wo.: FL-15155.1 2015 Product Sub Category Manufacturer Product Name Category Trinity Glass International Opaque Fiberglass Exterior Swinging Exterior Door 4621 192nd St.East "Impact"Door 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-15255.1 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-15255.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testinq Laboratory Siqned by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lne. Lyndon F.Schmidt, P.E. TEL 06-0918-2 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney, P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. 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.,lnc. 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. Drawing No. Prepared by Signed&Sealed by No. FL-15255.1 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) 4B��7w898 Lyndon F.Schmidt, P.E. 4. Quality Assurance �d Certificate of Participation issued by National Accreditation and o�® �' L Management Institute,certifying that Trinity Glass International is �© o o manufacturing products within a quality assurance program that complies No 43409 with ISO/IEC 17020 and Guide 53. Z o 0°° STATE OF b ��fin^;� O R tigd Lyndon F.Schmidt,P.E. D %9,. .......•' '��' ® FL PE No.43409 Sheet 1 of 1 veeao/O! U V ��0 5/1/2015 AFeatherRiver Energy Star° Qualification Criteria for Residential Doors Effective 1/1/2015 Glazing U E& or' Si=IGCZ` Level Opaque <_0.17 No Rating `z �", <1/2 Litej <_ x0.25 'r-SM 3 Northern <_0.40 North-Central >1I Lite; , —0.30 Southern South Central <_0.25 Air Leakage for Swinging Doors _< 0.5 cfm/ft' 'eta/h•ft2.'F Fraction of incident solar radiation ,r �z. ` Northern 0 North-Central '.. s South-Central Southern Note: A complete list of ENERGY STAR Climate Zones by states and country or,where applicable,zip code is available at https://www.energysta r.gov/index.cfm?fuseaction=windows_doors.search_cl imate ENERGY STAR is a registered trademark of the U.S.Federal Government. ©2015 Trinity Glass International,Inc.