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06/30/2015-2:37pm gabdels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA-.BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH -MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLA TTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Trlbuta Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO E ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 _ 50 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI ITION • WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO _ IRED FOR ITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 .9 .0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2. TABLES VALID O L F ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 + ,7 0-15 ft +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 3 TABLES VALID F R L F .APPLICABLE REDUCTIONS FOR ROOF SLOPES - _ -- LESS THAN 101 SHA 6 B INEER AS A SITE SPECIFIC CONDITION. -41.6 -40.5 -39.8 -39.3 -38.8 -3 !4- T 3 .8 -3 6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4•IDENTIFY THE B L AVER E. OF HEIGHT.IF THE MEAN ROOF HEIGHT 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 + .2 4.6 q 16 ft +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF D EAK T. S. ALWAYS ROUND GHTiS LE VALUE OR CONSERVATNE ASSUMPTION. -42.1 -41.1 -40.3 -39.8 -39.3 -38. - 0 -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 743.8 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT'WIDTH)OR 17 ft +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 V4.7 17 ft +38.8 +37.8 1+37.1 +36.5 +36.0 +35.6 +35.3 +35.0 1+34.7 1 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS •42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 OPENINGS AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOSSTRUCTURAL TRIBUTARY CRITICAL(0 SQUARE FEET)HALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE- 7. IDENTIFY THE ZONE OF THE OPENING AS.INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 -39.8 -54.3 -52.2 -50.7 -49.5 -48.5 -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + +3G. _, +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41. -40.7 0.4 -40.2 -54.9 -52.7 -51.2 -5 1.0 - �.5 .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37. +37.3 7.0 +36.7 22 ft +41.0 +39.9 +39.1 + 3.5 7.0 +36.7 GENERAL NOTES: -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41. -40.8 -40.5 -55.4 -53.2 -51.6 -5 .4 4 . 9 47.3 -46.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN ft +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 ft +41.4 +40.3 +39.5 + .9 +3.8.0 _ +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5 . ,q s . -47.1 CRITERIA AS OUTLINED HEREIN. 24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38. S.0 +37.6 +37.4 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 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(DIRECTIONALTTY 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 -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 •48.7 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N H NO VERIFIED BY THE GOVERNING 28 ft +43.1 +42.0 +41.2 +40.5 +40.0 + .9 +38, 0 8 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 1+39.2 1+38.9 +38.6 1 BUILDING DEPARTME RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4!6 6 -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D �, 29 k +43.4 +42.3 +41.5 +40.8 +40.3 + .9 3 29 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 5.THIS TION.IRE 0 I O 2 QE T 0 ER ANY PRODUCT APPROVED CERTIFICATION. RE R EEARA MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 -4 .9 '- .2 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G TION F MATION AND APPLICABILITY OF THESE TABLE 30 k 30 k VALUES WHICH IST B V t Y O I CCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 + ,2 LLL+ 9.5 +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL ROT - 0 EM ORDINANCES. -48.1 -46.9 -46.1 -45.4 -44.9 -4 . 4 . -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIO - TY OF THE HOST STRUCTURE. 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 32 k +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 •44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -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 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 k +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN 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 +43.5 +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 µ µ ROOF -52.8 -51.5 -50.6 -49.9 -49.3 -48,9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I I HEIGHT Soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 SO ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5 Q -53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 I ® I L}. SS ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 SS f[ +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44,8 +44.5 5 5 �, O a -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2ELEVATION5 Q 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES f� ISO C o o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING VT D O INFISSUE GSS TSB 03/05/12 z o mm m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 7 1 eb< K o aA T3 REV 2014FBC DGM TSB 06/10/15 (`O14) EXPRESS M \� •• V Z _ C-0-OFFICE2 _ A /Vf1I 0 _ ASCE 7-10 CHAPTER 30 C Z m 160 SW 12th AVENUE, SUITE 106 °z �. DESIGN LOADS FOR COMPONENTS&CLADDING N-Z, z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 0 n THIS DOCUMENT Is THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 m N O QAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z p Fy a WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPRESS.COM y 0 W © ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 10 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM ENERGY RATINGS '' Feather DOORS 6/8, 7/0& 8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites TYPE smwa GLAZING 114 Lite X410 sq to 112 Uta<qpp sq m ;314 Lib<118Q sq in Fuii lata y 11Qb sq int r _ x U�faetar SHGC 0-factor SHGC, .0 factor: ' 4HGG> U�Factor' SHGC Triple Pane-Decorative Glasse 0.21 _70.10 0.24 0.18 0,27 10.23 Dual Pane-Grooved/Obscure 0.22 011 s.!�.1T. `>F�?;, 0,2RT;" .�'. Fiberor Inswing& Dual Pane-Wrou ht Iron 0.22 0.11 9 ."ri",.=::(k, �"-: {`f, w"A,',1;£4`,,��A:2 �`rr, 0$fi O r, Door Outswing _ Dual Pane-Low E-270(Clear/Internal Grille) 0.19 0.06 0.22 0.10 0.24 0.13 0.26 0.18 Opaque/No Glass(Flush/Embossed) LI-Factor=0.15 TYPE SVIlING GLAZING a" 114jLito,G 65 sq ie 4!2 lite<y354 sq in..;-3/4 bcte 5 4b0 sed rR Fu1i i tto'>44Qq'ir, Triple Pane-Decorative Glass 0.18 1 0.03 0.23 0.13 0.25 0.16 0.28 0,22 Fiberglass inswing& Dual Pane-Obscure 0.19 0.04 0.25 0.13 0.28 0.18 Sidelite } Outswin9 Dual Pane-Wrou ht Iron 0.19 0.03 0.25 0.14 0.28 0.18Zt `�„' - Dual Pane-Low E-270(Clear/internal Grille) 0.18 0.02 0.21 0.07 0.23 0.09 Air Leakage 5 0.3 am/ftr 6/8 Mahogany Woodgrain Style Fiberglass Entry Doors &Sidelites 114 <41Q sq>R C/2 lite<90Q sq in 3/4 t ita<11Q0 st}in Fu>iFte>11Q4ft iii, TYPE' SWING GLAZING U fadar fact U fe�tar SHGC SHGC U or SEfGC U factor SIiCtC Triple Pane-Decorative Glass 0.20 0.08 0.23 1 0.14 N/A N/A 0.27 0.23 Dual Pane-Craftsman 6-Lite(Mahogany/Smooth) 0.22 0.10 N/A N/A N/A N/A N/A N/A Fiberglass Inswing& Dual Pane-Craftsman 3-Lite,1-Lite Low E-270 0.21 0.10 N/A N/A N/A NIA N/A N/A Door Outswing Dual Pane-(C(earlinternal Grille/Wrought Iron) 0.21 0.10 0.26 0.17 N/A N/A M'3z zg; Triple Pane-Laminated Im act Glass 0.20 0.07 0.22 0.13 N/A N/A 0.25 0.20 Opaque/No Glass(Flush/Embossed) U-Factor=0.15 TYPE SWING GLAZING ;° } 1 f4,Lke<db,sq 3n 1/2 Uter<35Q sq irs r 31413te<988 sq`iit FuR Lite a 65Q rq&y' Fiberglass inswing& Triple Pane-Decorative Glass 0.18 - 0,01 �N/A N/A 0.24 0.14 0,27 0.19 Sidelite Outswing Dual Pane-(Obscure/Clear/interna}Grille/ 0.19 0.05 N/A N/A 0.27 0.16 0.30 0.22 Wrought Iron} Dual Pane-Low E-270(Clear/internal Grille/SDQ 0.18 0.03 N/A N/A N/A N/A 0.24 0.11 Tri le Pane-Laminated Im act Giass 0.18 0.04 N/A N/A 0.23 0.12 0.2b 0.16 Air Leakage 5 0.3 cfm/ft' 6/8 Flushglazed Oak Woodgrain and Smooth Style Fiberglass Entry Doors&Sidelites 114 L#e 5 410 sq!n RC2 Lha<4f10 sq ir; 31�L Uto S 7900 sq to Futi i.�Ee�ti80 scf iii.. TYPE: SWING GLAZING i ` � � U-f8`=tar SHGC r U�factor °`SHGCx U•facter' SHGCt q U ` r 5 Triple Pano-Laminated Impact Glass 0.23 0.08 0.25 0.14 0.27 1 0.19 10.3010.24 -_ Triple Pane-Decorative Glass 0.23 0.09 0.25 0.16 0.27 1 0.21 Fiberglass Inswing& Dual Pane-Laminated impact Glass 0.24 0.10 0.30 1 0.24 4�`N(# �'�`},v' =Q .y ' Door Out-ing Dual Pane-Grooved,Reeded 0.24 0.10 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 0.12 0.26 1 0.16 TYPE, „ SWING ` GCAZlNG 114 Rltm 5 85:sq inr lLZ Ltta<3S0 sq to y314 t3ta 5480 sq irr Fui#Liter>460sx Fn,' Triple Pane-Laminated Impact Glass N/A N/A 10.24 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 NIA N/A _0.25 0.11__ 0.26 0.14 _0.29 0.18 Door Outswing Dual Pane-Grooved,Reeded NIA NIA 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Wrought Iron N/A N/A 0.25 0.11 0.270.15 0.24 0.19 Dual Pane-Low E-270(Clear/Internal Grille) N/A N/A 0.23 0.06 0.23 0.08 0.24 0.10 Air Leakage 5 0.3 cfm/ftr 5tdeiete yViii nai citai�tiy wFleriptuchlssrmrsely #^ r a t +�;t1 Cgtsal�£y utcr '' aDaes uai inch a 5eci rF tf�er r erlt. arlt a t3 sr Cluatfiiec(to FiarNernr iARrth'C iPdefriq &Noentral parse NFRC Size Designation Feather River Door Description NFRC Size Designation Feather River Sidelite Description Faniite,Craftsman(Mahogany)Craftsman Rectangle, 1/4 Lite s 65 sq in Craftsman(Mahogany) 1/4 Lite 5 410 sq in Craftsman Arch,Center Arch,3/4 Ova}(Smooth), Metro(3 Lite;3-Lite Mix,4-Lite,5-Lite) 1/2 Lite s 350 sq in Half Lite,Half Lite RT,Center Arch(6/8 Oak) Half Lite,Half Lite RT,Softbrow,Center Arch(8/0 Oak), Center Arch(6/8 Mahogany,8/0 Oak),3/4 Lite(6/8),Full Lite(6/8 Oak, 1/2 Lite 900 sq. 314 Ovai(Mahogany and Oak),Full Oval, 3/4 Lite-460 sq in Smooth,Mahogany-12°/10') s m Metro P-Lite Straight,3-Lite Craftsman) Full Lite>460 sq in 3/4 Lite(8/0),Full Lite(7r'0),Full Lite(6/8 Mahogany-14°) 3/4 Lite <-7100 sq in 3/4 Lite(6/8 Oak) Opaque/No Glass N/A Futt Lite>1100 sq in 3/4 Lite(6!8 Mahogany},3/4 Li:e(810),Fuil Lite,FuN Lite RT' Opaque/No Glass All Pane{Doors Florida Building Code Online iYl;'Y,..^'S"'r1' BCIS Home Log In User Registration Hot Topics Submit Surcharge Statsd&Facts Publications FBC Staff BCIS Site Map Links Search BU'sines., --¢Product Approval a �"-- Fa Professional ; -sr USER:Public User roque:Anne oval menu>Product or AoolicaGon Saerh>A^olication List>Application Detail j FL# FL15255-R1 Application Type Revision I 1 Code Version 2014 Application Status Approved `t k i Comments Archived `f Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S "_ ! Federal Way,WA 98003 (253)875-7300 rickw@rwbldgconsultants.com j A Authorized Signature Vivian Wright rickw@rwbldgconsultants.com 31 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors '- Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional 4 s Engineer ❑� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. C-' l Evaluation Report s Florida License PE-43409 1 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 P' i Validated By Ryan 1.King,P.E. ❑� Validation Checklist-Hardcopy Received Certificate of Independence FLJ5255 RI COI CERTIFICATE of.INDEPENDENC'E.odf Referenced Standard and Year(of Standard) Standard Year I I ASTM D1929 1996 ASTM D2843 1999 :. ASTM D635 � 2003 l ASTM G155 2004 r. TAS 201,202,203 1994 Equivalence of Product Standards _ _n=I Certified By http://Nvivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online Florida Licensed Professional Engineer or Architect FL15255 R1 Fouiv Eauivalencv Of Standards,cd P ' Sections from the Code 3 s Product Approval Method Method 1 Option D s 1 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 {f j i a �Swnmary of Products 9 Go to Page Page 1/2 rI FL# Model,Number or Name Description a ` 115255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration(X)Tj ' R Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst15255.1.0 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 15255.1 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.1.Ddf limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 3 _ 15255.2b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelltes-Outswing Continuous Head and Sill Configurations(OX or XO; 0X0) Limits of Use (Installation Instructions Approved for use In HVHZ:Yes I FL15255 R1 II Inst 15255 2 Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 ;E I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports k 1 Other:See INST 15255.2 for Design Pressure Ratings,any additional use FL15255 Rl AE Eval 15255.2.odf )! limitations,installation instructions and product particulars. Created by Independent Third Party:Yes _ 1 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or # Sldelites-Outswing Configurations(OX or XO;OXO) I Limits of Use Installation Instructions i Approved for use In HVHZ:Yes FL15255 R1 II Inst 15255 3.Ddf ! 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 FLS 5255 R1 AE Eval 15255.3.Ddf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes } 115255.4 d.Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" v I t _ Sidelites-Outswing Configurations(XX;OXX_O) Limits of Use Installation Instructions i } i Approved for use In HVHZ:Yes FL15255 R1 II Inst 15255.4.ndf ! S Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i:;,;•_.; I Impact Resistant:Yes Created by Independent Third Party:Yes , [,' f i 1 Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.4.odf I I limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.5 e.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X)_ Limits of Use Installation Instructions 7 I ! Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.5.Ddf { : Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 l i j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports f Other:See INST 15255.5 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval.15255.5.Ddf 1 limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes 15255.6 f.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidellte or — Sldelites-Outswing Continuous Head and Sill Configurations(OX or X0; i i 0X0) I Limits of Use Installation Instructions II ; Approved for use In HVHZ:Yes FL15255 R1 II Inst 152.55.6.ndf i 4 Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes jDesign Pressure:N/A Evaluation Reports Other:See INST 15255.6 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.6.Ddf i 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 n Sidelltes-Outswing Configurations(OX or XO;OXO) ;Limits of Use Installation Instructions ;�Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.7.pd http:/hvwlv.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ 1 QRNoHTeKozNKW I IbCfMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida Building Code Online s; Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i ! Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports Other:See INST 15255.7 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 152.55.7.odf j 15255.8 h.Fiberglass Door 6'8 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 R1 R Inst 15255.S.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 (I Impact Resistant:Yes Created by Independent Third Party:Yes I( i Design Pressure:N/A Evaluation Reports Other:See INST 15255.8 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.5 odf p limitations,installation instructions and product particulars. Created by Independent Third Party:Yes l Configuration(X) Limits of Use Installation Instructions i I Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.9.ndf Approved for use outside HVHZ:Yes VerifiedBy: Lyndon F.Schmidt,P.E.43409 - N i Impact Resistant:No Created by Independent Third Party:Yes iDesign Pressure:N/A Evaluation Reports Other:See INST 15255.9 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.9.ndf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes j 15255.10^ j.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite p i or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations (OX or X0;OXO) _ ] j Limits of Use Installation Instructions 1 Approved for use In HVHZ:Yes FL15255 R1 H Inst 15255.10 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 rj i Other:See INST 15255.10 for Design Pressure Ratings,any additional use FL15255 RS AE Eval 15255.10.odf 1 limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes l` J 15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite;I • t _ or Sidelites-Outswing/Inswing Configurations(OX or X0;0X0) i, Limits of Use Installation Instructions JI 1.-r i '•� Approved for use in HVHZ:Yes FL15255 RI II Inst 1.5255.11 odf .' Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i I Impact Resistant:No Created by Independent Third Party:Yes i 3 ; Design Pressure:N/A Evaluation Reports t f t Other:See INST 15255.11 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255,11.0f limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes k• r -� 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 j Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.12.odf 1 I 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 15255.12 for Design Pressure Ratings,any additional use FL15255 RS AE Eval 15255 12 odf limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 115255.13 m.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite I ! or Sidelites-Outswing/Inswing Continuous Head and SIII Configurations y' (OX or XO;OXO) V Limits of Use Installation Instructions Approved for use in HVHZ:Yes ft-15255 RI II Inst 1.5255.1.3.0f o 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 ( } Other:See INST 15255.13 for Design Pressure Ratings,any additional use FL1525S R1 AE Eval 15255 13 odf i limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 1 - 115255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and SIII Configurations - ! (OX or XO.0X0) _ I' Limits of Use Installation Instructions € j i Approved for use in HVHZ:Yes FL152.55 R1 1I Inst 15255.14 odf j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 j ' Impact Resistant:No Created by Independent Third Party:Yes 1 Design Pressure:N/A Evaluation Reports-,. Other:See INST 15255.14 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.1.4.odf 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"Sidelite ; or Sidelites-Outswing/Inswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RI II Inst 15255.15.udf €- ] Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 P,•_" - - - { Impact Resistant:No Created by Independent Third Party:Yes { i i Design Pressure:N/A Evaluation Reports j Other:See INST 15255.15 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 1.5255..15.ndf ;l i limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 115255.16 p.Fiberglass Door 68 Double Glazed"Non-Impact"Fiberglass Door with or without"Non- Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) I Limits of Use Installation Instructions {j Approved for use In HVHZ:Yes FL15255 R1 II Inst 15255.16.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCtMx3AWEBtgJRTL5r4g%3d%3d[6/30/2015 8:02:38 AM] Florida(Building Code Online IT Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 f Impact Resistant:No Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports 1 IOther:See INST 15255.16 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 152.55.16.odf 1 limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.17q.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing Configuration(X) ( Limits of Use Installation Instructions 6 I Approved for use In HVHZ:Yes FI---15255 R1 11 Inst 15255.17.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 f Other:See INST 15255.17 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.17.odf jlimitations,installation Instructions and product particulars. Created by Independent Third Party:Yes i 15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite or Sidelites-Outswing/Inswing Continuous Head and Sill Configurations - (OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.18.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 Design Pressure:N/A Evaluation Reports Other:See INST 15255.18 for Design Pressure Ratings,any additional use FL15255 RI AE Eval 15255.18.odf (limitations,installation instructions and product particulars._ I Created by Independent Third Party:Yes I .c 15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-Impact"Sidelite 5 or Sidelites-Outswing/Inswing Configurations(OX or X0;OXO) _ j Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,152.55 Rl it Inst 15255..19.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 i 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 EvaI 15255.19.odf _ 4 l limitations,installation Instructions and product particulars. I Created by Independent Third Party:Yes s115255.20 t.Fiberglass Door 8'O Double Opaque"Non-Impact"Fiberglass Door with or without"Non- 1 Impact"Sidelites-Outswing/Inswing Configurations(XX;OXXO) 1 i Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes FL15255 Ri Ii Inst 15255.20.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 I Impact Resistant:No Created b Inde Third P Y Independent P Party:Yes li s> i Design Pressure:N/A Evaluation Reports Other:See INST 15255.20 for Design Pressure Ratings,any additional use FL15255 R1 AE Eval 15255.20.odf 1 limitations,Installation Instructions and product particulars. Created by Independent Third Party:Yes ;! ! i Go to Page Viir Page 1/2 Contact Us;;1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 a 1q The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails {' - ,,;� provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please t y 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-. - # F Product Approval Accepts: I :: ® 0 M ff eCheck .'I securitl.N ni: LtC.s i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRNoHTeKozNKWIIbCtMx3AWEBtgJRTL5r4g%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 ValriM FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Certificate oif Independence RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt,P.E. FL No.43409 April 1,2015 R:\Adrnin Docs\FBC Ternplates\Certificate of independence.doc Sheet 1 of 1 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. 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 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. BOO �'J�'�✓;f,'1 ��a c o°• lNill Lyndon F. Schmidt P.E. FL No. 43409 C Fv ti;�., N�0o�m CA No. 9813 G "'0- - �b°a PANEL WIDTH G3 G2 Gl `��`��````"•*••f!'/Jr��i�� JOP AP EXTERIOR LOCK BLOCK PVC STILE CAP O• ti X. o �: MAX.D.L.O. \ LVL STILE I 1 _r A �c m \` Z M rrrrP���F onz L 2 INTERIOR 1.66" L m v u zc E0 o m m SEE HARDWARET HORIZONTAL CROSS SECTION 2.49—j— m N a 5 o 0 m wLL = o CHART POLYURETHH FOAMED ANE A3 S GLASS BYTE o `c z ~� X I z w FIBERGLASS STRUCTURAL SILICONE 1"O.A.THK GLASS — ----- o Tw Y YARN (TYP.4 PLCS.)SEE 1/8"TEMPERED J a OT o= REINFORCEMENT OPTIONS BELOW GLASS -- SEE I — AIR SPACE TOP RAIL a En DETAIL 1 LVL/COMP. 1/8"ANNEALED ? L - !— GLASS o� I 0.090"PVB INTERLAYER DUPONT BUTACITE OR CAPSTONE m ¢ DETAIL ##8 X 1-1/8"SELF n FIBERGLASS 1/8"ANNEALED a THREADING SCREW GLASS a o0 SKIN PVC/ALUM.OR POLYPROPYLENE/ALUM. c� STRUCTURAL SILICONE COMBINATION GLAZING SPACER v (TYP,4 PLCS.)SEE 0 a 2 G2 GLAZING DETAIL G3 G2 GI a a OPTIONS BLOW 2 5GLASS BYTE m DOOR PANEL A3 Full lite 1"O.A.THK GLASS B3 —.5'GLASS BYTE STRUCTURAL SILICONE 1/8"TEMPERED 1"O.A.THK GLASS b ( I (TYP.4 PLCS.)SEE GLASS l 1/8"TEMPERED a^OPTIONS BELOW EXTERIOR INTERIOR o AIR SPACE GLASS r" #8X1-1/8"SELF ._ — AIRSPACE Z � o 1/8"ANNEALED THREADING SCREW = o ^ I GLASS 1/8"ANNEALED �i 1 of #8 X 1-1/8"SELF 0.090"PVB INTERLAYER GLASS o ( DUPONT BUTACITE OR CAPSTONE 0.090"PVB INTERLAYER I} THREADING SCREW DUPONT BUTACITE OR CAPSTONE a LL 1/8"ANNEALED v ALUMINUM&BUTYL ALUMINUM&BUTYL a SPACERSYSTEM GLASS SPACERS ST 1/8"ANNEALED i R vi GLASS N a a OGLAZING DETAIL w i G1 G9 GAZING DETAIL EQ 0 0 1.5I LVL RAIL q o z v �1.24" 'z v ry\ PVC DATE:02/27/T2w ry HARDWARE CHART COMPOSITESCALE: N.T.S.z BOTTOM RAIL owc.Br: JKMANUFACTURER CHK.BY: LFSSTRUCTURAL SILICONE OPTIONS:SILICONE BY CAPSTONE(4PLJ 2VERTICAL CROSS SECflON DRA'NMC NO.: KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE FL-15255.8 " DETAIL 1 A3 FLUSH GLAZED FRAME O MAHOGANY LITE FRAME KWIKSEr 2 ABS or PC/ASA B3 qBS or PC/ASA DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. SHEET 2 of 19 " v z G4 G3 G2 G1 LVL STILE .����` #-1'66"'—PE, AP EXTERIOR LOCK BLOCK PVC STILE CAP — Z.go m m xf 11111 11 5: U N Z INTERIOR 0'2�' zDETAIL 2 0.32" -1.66" d 2.46" o E 25 m m 1 HORIZONTAL CROSS SECTION TOP �%cocnP. a Ing ' t 3 a maD. c LL 0 .5"GLASS BYTE m°Z B3 A3 BUTYL . 3a 1"O.A.THKGLASS G4 G3 G2 G1 l 1/81,TEMPERED GLASS Z —AIRSPACE (n o0 35,75'MAX. —DECORATIVE INSERT `—AIRSPACE 1/8"ANNEALEDGLASS ' zZ PANEL WIDTH EXTERIOR INTERIOR m W -.090'PVBINTERLAYER z MAX.D.L.O. a DUPONT BUTACITE OR CAPSTONE o STRUCTURAL SILICONE 1/8"ANNEALED GLASS �I o [TYP.4 PLCS.)SEE o OPTIONS BELOW ALUMINUM m m G4 GLAZING DETAIL POLYURETHANE FOAMED FIBERGLASStQ YARN O 3 a U REINFORCEMENT U LL = X SEE HARDWARE v CHART j— z w t8 o z u DEIAIL 2 FIBERGLASS SEE k' r DETAIL 1 SKIN o :n a -HARDWAREZHART LVL i RAIL w = 'MMANUFACTURER MODEL o ; 'o + KWIKSET KNOB: SIGNATURE SERIES COMP RAIL ^Z DEADBOLT:SIGNATURE SERIES(980) 4= DATE 02/27/12 i oscuE: N.T.S. N DWG.Dr: JK m STRUCTURAL SILICONE OPTIONS: 3 64"-^1 �-- � 2 SILICONE BY CAPSTONE(4PL) 1. cxK,BY. LFS _ 3 3 - - --" DOW 995 STRUCTURAL SILICONE DRAWING NO.: -- DOOR PANEL SILICONE BY DONGYANG SILICONE CO. 2 VERTICAL CROSS SECTION N (DFL-OvalDETAIL i 3 FL-15255.8 0 SHEET 3 OF 19 N V R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL 152555-8.dwg,4.8 O m 7925'MAX.PANEL HEIGHT m -1.56" y 00N C m A . 6300"MAX.D.L.O. AO o FO Z 41 O 1 A 1 03-z Ao �� Z m DT— `^ wN r N FDn 1 I w� W W•r N I ^ I G) IV ' Z ti 079"MIN. '- A 0 THICKNESS C) H H T s Z Vim. I Zm T D<c. n a zA . li i1 00 N � A 3 a Z m in I t I y <O G) w m w N m G m ro D_ A D_ y � :13 A 1.3T' Po O ````t1111111ff1///' No.43409 T f > PRODUCT: Documents Prepared %q i P TRINITY GLASS INA Lyndon F. Schmidt /,/C�s•'• Q�•'• ��� I� I o -i N P.F. No. 43409 � o .. Z N ff/flll llltt�, o N ti v PART OR ASSEMBLY. � BUILDING CONSULTANTS, INC. cN» 6 to 1 '03/02/15 UPDATE TO 57N ED. (2014) FBC JK P.O. Box 230, Valrico, FL 33595 D Do N NO DATE BY SIDELITE PANEL Phone No, 813,859.9197 REVISIONS DETAILS AND GLAZING DETAILS FBPE C.A. No. 9813 a� 20 1 2 R.W.13-L.—Co...--.I... I R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL- P-+ �\ I Xx i I O4 0 X .x V N I O•A Q x Dai 0 P N \\\ 0 V V.la � W� W W O �\ I ODA \ QI o.D-4) `�� �!'VCE!!8F••r moi' No.43409 PRODUCT: oeeumsnte Prepared By:. TRINITY GLASS INT'L Lyndon F. Schmidt ���••••• D^.•••\��`1 P ? K N .E. No. 43409 n c z\ r N' --1 PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. chit In 1 0-370-2/-75 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, V.Irico, FL 33595 Rw NO DATE BY ELEVATIONS Phan. No, 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.Bt11LDING CDN3tILT4NT5 INC. _.....1-1/4"MIN. EMB.(TYP.) T 68 J 1 a i§f 1 2 1 2 mow , ' y Z u 60 I :1>1'. 'g� a n 60fit � o M m z° INTERIOR `, �� a ;x Da 12 / ° o `Em om . SEE NOTE 1 63 ( a N n ?6 t a r m aa� E • �d � E o 9 W Ia O J�a � 1 z 62 EXTERIORALIP 62 1 - J / SEE NOTE 1 63 z (n 26 18 �1 HORIZONTAL CROSS SECTION En C7 U 6 Shown w/1X sub-buck m r4�HORIZONTAL CROSS SECTION z 6 a z U ~ O_ 0 O K v 1-1/4"MIN. 1-1/4"MIN. < _ EMB.(TYP.) NOTE: EMB,ITYP.) a a 1.Item#63 located 6"from each end / CO SEE NOTE 2 and 3 more equally spaced(5 total). C 11 ~ O 3 C'SINK U 2 2 PVC frame may be use with double door (TYP•1 F without sidelites only. 1 v ' 1 • ""® 1 2 Q N V° 40 ENDURA OR TRC ASTRAGAL w o 60 J " R w V a 12 INTERIOR 40 1a 40 53 INTERIOR p 1 R 0 Z a ° u� v o¢ a m a o _O z Ln Z U MM 02 227112 z w J 64 EXTERIOR 62 SCALE: N.T.S. 9 s O 24 26 EXTERlO 23 63 U DWG.BY: JK m w U B 18 J CHK.BY: LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3 HORIZONTAL CROSS SECTION E DRAWNG ND, p E © 6 6 FL-15255.8 0 SHEET 6 OF 19 N v R:\Clients\Trinioj PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,7.8 M O m 1 0 F7 rn T 70 m °\ 0.15° / II uNi C'SINK -o (n'P.l 1-114"MIN. n 1 1-1/4"MIN. EMB.(TYP.) I a V N N y n° , ° m �n L O 0,p I ° VA ° �rnrl co D 70 1 t� A T ° � 1 > Co.) ° m w a Z7 Z ° 1-114'MIN. EMB.(TYP.) 1-114"MIN. EMB.(TYP.) r,•CHM/O �` v••uceNeF••.A •. � No.43409 AWL y PRODUCT: Documents Prepared By:1 `~ Lyndon F. Schmidt .1 IV z N TRINITY GLASS IN71 PE. No. 43409 / SSfQ�A�.�G;��` N ` y v PART OR ASSEMBLY: /%�{ BUILDING CONSULTANTS, INC. _ Ln —037o2 15 UPDATE TO STH ED. (2014 FBC JK V P.O. Box 230, Valrico, FL 33595 I� m N N0 DATE gY VERTICAL CROSS SECTIONS Phone No.: 813-659.9197 REVISIONS FBPE CA. No. 9813 C 201 2 R.W.BUILDING Ca NOUL—NTG INC. ``4-1%.............. . �d:mro y. $ a a a on om i a o z°4 � —f- E. SEEE o ra NOTE16 ^w Za a "a maa� .m E oZ 62 _—� 62 / w C w cnZa 60 1 2 0 �UP LO ? W EXTERIOR INTERIOR 1 2 N EXTERIOR INTERIOR 1�VERTICAL CROSS SECTION 8 2 VERTICAL CROSS SECTION a Q NOTE: 8 Shown w1lX sub-buck o ~ 0 F to O H 3 1. Screws thru head and sill a a jamb located 3'from eachtq m end and on center line. E2 EXTERIOR INTERIOR EXTERIOR INTERIOR a N Z O 60 63 SEE 60 63 SEE NOTE 1 NOTE 1 z za 25 47 -:E� 66P 66 /~: F -w P N W a ee o G a O 0 o -- - T DATE 02/27/12 i z SCALE: N.T.S. ° owc.©r: JK ]m CHK.BY. LFS 3 r3 VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION oHnwmc eo.: \,.!j Outswing sill-high dam $ Outswing sill FL-15255.8 "- 0 SHEET_2L OF_L9 V R:\Clients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-B.dwg,9.8 LI I 0 O i x i 1"MIN EDGE• c . DISTANCE AO= Z m m- � �A .o-• �z w °a D O 4 n G p•O O A < .e a s a 3 z ° °0 A n m y \ A to m n N D Z w 1-1/4"MIN. EMB.(TYP.( i O — A O •o N m T-1 I m A aEL r v0 n0 J/ o v C7 a n / I mm O I;70 d0= n carf / No.43409 T L' o g > PRODUCT: Dxumente Properod ;Dx F m TRINITY GLASS INT'L Lyndon F. Schmidt '�i'G�s'•2Q�'����� P.E. No. 43409 �js/Q�AL `��� Cn o ' K Z\ f1f 1111111\ o U I— L y v PART OR ASSEMBLY: GP�7,��BUILDING CONSULTANTS, INC. 03 02 15 UPDATE TO 5TH FD. (2014) FBC JK J L UI/ P.O. Box 230, Valrico, FL 33595 ° w N NO DATE gY HORIZONTAL & VERTICAL 11U44 Phones No.: 813.659.9197 I REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 21312 R.W.BUILDING CONSULTANTS INC. R:\Oients\Trinity PERMANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,10.8 I 1-1/4"MIN. \\ EMB,)TYP.) 0 ' > O O o m Aw y p oOn a \ \ 3Ir— AA 1 > \\ x A v o� \ \ z \ 1 0 I O Zm \ n m Z ° O m z o lw o 1-114"MIN. _ p O o EMB.)TYP.) o F-> A p � Oo ' p o N > m O N _ Yarn ; 33z w �� O _ S2 A < —o n �o ;Z m y m nh Z I Z C I a m V,MINI EDGE DISTANCE C= D / � I o= A `�� SCHIy���,��' O n mfr z :� V'. VCEP1gF No.43409 S-/•i�O g ` PRODUCT: 0... me Prepared By.i .� •• ` re r TRINITY CLASS INT'L Lyndon F. Schmidt ���'OS''•� e�•''Q��� _ I N P.E. No. 43409 I� to,moo Z� 2j/flllllllttt o N PART OR ASSEMBLY: /m��,�/BUILDING CONSULTANTS, INC. _ U7 'T7 Ini 03 02 15 UPDATE TO 5TH ED. (2014) FBC JK N c/til/1/ P.O. Box 230, Valrico, FL 33595 I� co NO DATE BY HORIZONTAL & VERTICAL CROSS VY Phone No.: 813.659.9197 REVISIONS SECTIONS FBPE C.A. No. 9813 201 2 R.W.BUILDING CGNSULTANT5 IND. O sz�W mel �.� J 7 N ONi a tV •• O 4 a v 0 ozq p a ED, zmmo m u< g 6=M d TYP.HEAD a N v an d`a mLL AND JAMB E '0 9z ' cw 2X BUCK z z Od J m U W X z MASONRY In OPENING o � -3q o a w �DO DO pU� In {,, • . o z O (n V h Of BUCK ANCHORING w CONCRETE ANCHOR NOTES: o eu I.Concrete anchor locations of the comers maybe adjusted to maintain the min. a edge distance to mortorjofnts. m a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to W maintain the min.edge distance to mortar joints,additional concrete anchors o a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m 3. Concrete anchor table: _o z Z •o .. .... ..... ..... U ANCHOR- ANCHOR MIN MIN CLEARANCE MIN.CLEARANCE DA1B 02/27/12 i z TO MASONRY 70 ADJAGEN- v TYPE S(IE EMBEDMENT.. ," scve N.T.S. z :EDGE .:ANCHOR.. Dwc.BY.. JK m' ITW fn TAPCON® 1/4" 1-1/4" 2" 4" CHK.BY: LFS 3 DRAWING NO.: cELCO ULTRACONe 1/4" 1-1/4" 1" 4" FL-15255.8 0 SHEET 11 OF 19 N V 10) f_ 14 �.- F� _15 v o,a Z e n ___111 N Y) o z 4y0 a "' IIII Illi f -,�Y ......... �J IIII III I v �rr�ii i p ���` o n°1 z IIII IIII u w °d TYP,HEAD IIII 1111 o m° ANDJAMB " 111 1111 �� e to d`o a a 1111 1111 3 ,o 2x BUCK IIII IIII 'E Oz IIII IIII S 1d Jill 1111 Ilii Jill J m z z IIII IIII Q i +~ V 7 IIII FOR REF.ONLY IIII a Z m a MASONRY IIII IIII ^O z N j OPENING IIII IIII IIII III] g "- IIII IIII o Jill Jill a 1111 Jill m IIII Jill 1111 Jillm a N rn z 3 BUCKANCHORING d p Q W � H O CONCRETE ANCHOR NOTES: o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. i a edge distance to mortarjoints. m 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to w i maintain the min.edge distance to mortarjoints,additional concrete anchors n o 8 may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. o m 9 3. Concrete anchor table: _Z z ;. ANCHOR.:ANCHOR MiN MIN CLEARANCE: MIN..CLEARANCE DFTF02/27/12 i F - z TO MASONRY i0 ADJACENT.,. z TYPE:`. . SIZE'' EMBEDMENT.:.. SCALE: N.T.S. 9 EDGE': i':: ANCHOR 3 ITW owc.BY, JK m W ® 1/4" 1-1/4" 2" 4" CHI(.BY: LFS 3 T TAPCON DRAWING NO.: O• $ UL RACON® 1/4" 1-1/4" 1" 4" FL-15255.8 0 sHEEr 12 OF 19 N v — SEE HINGE \DETAIL 1Yr 6"(TYP.) �4„ I h 1 L TYP. -- i ` �� N>M m L - "A-A' -- eo '��rrrr rrl P s��%` o JAMBS U N•• I I • • • • \ o v_ z 0"d / E� mm $0 2X BUCK J I I ��11 • u a 9 d o`a o• aNv '5g (L I I 1 E OZ II a 54V It VIEW A-A o C a �— DOOR I ASTRAGAL Z Astragal strike @head z 0 FRAME I I SHOWN FOR $ F U j / I I LOCATION REF. -o �z ONLY crzo SEEr„ o HINGE MASONRY II Q j z} DETAIL OPENING I 56 0 _ m aL II z TYP.C SILL F m a �- „B� • • a a x I - 26 N 24 VIEW B-B Astragal strike®sill 18 m HINGE JAMB FRAME ANCHORINGo ASTRAGAL 22 HINGE DETAIL 1 v N Masonry 2X buck construction z CONCRETE ANCHOR NOTES: w o 0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. -- _ Cn x edge distance to mortarjoints. L 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to \ o maintain the min.edge distance to mortar joints,additional concrete anchors F may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. D o 3.Concrete anchor table: o i ANCNOK ANCHOR MIN MIN CLEARANCE" `MIN CLEARANCE a 70 MASONRY TO ADJACENT . • w rw z TYPE ..SIZE:' EMBEDMENT. EDGE ANCHOR l L } `� �\- • 26ITW • v TAPCON•' 114" 1-1/4" 2" 4' 0 �• • 24 o z v ELCO ® DATE:02/27/12 i Z ULTRACON 1/4" 1-1/4" 1" 4" 18 S=E, N.T.S. ° 2$ owc.or: JK m TAPCONO 3/16" 1-114" 3" 1.112" CHK.BY: LFS 3 a WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL HINGE DETAIL 2 1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of oaawwc NO.: 9 P 9 Astragal F1.-15255.8 " wood screws to prevent the splitting of wood. N VSHEET 13 or 19 SEE DETAIL GE --6,(TYP.) \ rr' I I I I I I l I l I l I I 1 �Ny i L TYP. l ' 'Gy: n -1.y .... • `tom\\\ J JAMBS "q A" -� �� \\ N M • &HEAD ���rrrr*rs \v o °n m z° U N •: 0 a a xza II — Xw \E Em z_mmo 41'0`oa 96`oa g0 2X BUCK ii SZ �o ma: a_ DOOR J TIP. II z 0 FRAME j j ASTRAGAL U II SHOWN FOR L LOCATION REF. z zN SEE MASONRY TYP. II ONLY m oo DEfAHINCIIL2 OPENING JAMBS I / T,P, d4 D U m QZ V/ JAMBS z w -' TYP.@SILL II — m P U o �U v _ _ 1 � � — — 64 ❑ a a N 23 cl HINGE JAMB FRAMEANCHORING ASTRAGAL STRIKE PLATE DETAIL Masonry 2X buck construction Astragal N CONCRETE ANCHOR NOTES: z I. Concrete anchor locations at the comers may be adjusted to maintain the min. w N ° edge distance to mortar joints. • 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to ° n maintain the min.edge distance to mortarjoints,additional concrete anchors • • • • • • '- X-T may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 26 r ~' i 3. Concrete anchor table: •oMIN-CLEARANCE ANCHOR MIN TO MASONRY TO ADJACENT VIEW A-A � wSIZE' EMBEDMENT EDGE. ANCHOR 54Atl 1kO hd Q 18 • • gITW TAONSIIN, 1-1/4" 2" 4" 24 ELCO HINGE DETAIL 1 ULTRACON� 1/4" 1.1/4' 1" 4" A ommE 02/27/12 i ---- — SME: N.T.S. z1 11W TAPCON® 3/16" 1.1/4" 3" 1.1/2° DWG.BY. JK m' a WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 2 CHK.En: LFS 3 ' VIEW B-8 DRANNc ND.: 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of strike @ sib FL-7 5255.8of N wood screws to prevent the splitting of woad. Astragal o `c SHEEr t 4 OF t g u SEE HINGE DETAIL 1 --L4" 6"(TYP.) I I I 11 I N z * c3y oo VI TYP. L I �ii� '••.......•• y:� t JAMB$ "q A I • e o • �i,��r * ��`O` z o m o SEE NOTE I rrrrrr µ� f U lM1N • Z Z a �, ° t° omcW �E a� 54 V a (Ag 7�zm bo�? 1 X BUCK VIEW A-A t m D.D.L, m O I I o V Astragal strike @ head o d _ II `o E DZ rW DOOR II ASTRAGAL FRAME I SHOWN FOR LOCATION REF. ONLY 56 22 ? SEE U In �MASONRY I I cj HINGE / DETAIL OPENING m ¢Z TYP.@ SILL II I D Ij a j P o m a � a a VIEW B-B I I I I I^ Astragal strike @ sill 06 m m G -- —— v HINGE JAMB FRAME ANCHORING ASTRAGAL N Masonry 1X buck construction 23 u' z o STRIKE PLATE DETAIL En CONCRETE ANCHOR NOTES: Astragal w 1.Concrete anchor locations at the corners may be adjusted to maintain the min. o edge distance to mortar joints. H SEEN 1 ` a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to • a O maintain the min.edge distance to mortarjoints,additional concrete anchors H SEEN TE 1 o. may be required to ensure the"MAX ON CENTER"dimension are not exceeded. • • F a 3. Concrete anchor table 26 • o Q f e ANCHOR ANCWOR MIN MIN CLEARANCE MIN CLEARANCE: �• • • • M a TYPE'.. ... SIZE...,. .EMBEDMENT TO MASONRY,.. 70 ADJACENT 'o .EDGE .....'ANCHOR-`.:..: •• 24 26 F ITW 1 a _.. ___ 24 DATE:02/27/12 i w ® 1/4" 1.1/4" 2" 4" o z / score: N.T.S. < 18 ELCO ® 1/4" 1.1/4" 1" 4" HINGE DETAIL I DWG.BY: JK m ULTRACON CHK.BY: LFSL T 3 HINGE DETAIL 2 DRAWING NO.: TAI 3/16" 1.1/4" 3" 1.1/2" FL-15255.8 N a SHEET 15 OF 19 N V K SEE HINGE DETAIL 1 - I 1 a 4„ ` no �•'`y0= ° M F TYP.JAMBS .,A A"--� eo .,���rrrr*P ti```. zUo m o N •;Z &HEAD o oZa Qd- II XO! \ n L0 J m Cw -z w P uµ p o e- $U IX BUCK II W Y LLa m o am o Z DOOR J TYP. II o FRAME II ASTRAGAL ~ c II SHOWN FOR z� LOCATION REF. SEEo 0 HINGE MASONRY F II ONLY p 5 J zU a DETAIL 2 OPENING 1 —JAMBS — — — TYP. 64 mw az 11 II JAMBS TYP.@ SILL I 22 / � "B-B" m / 64 ❑ I 11 1I I1 II II Il I` ca G 23 E2 HINGE JAMB FRAME ANCHORING o o" ASTRAGAL STRIKE PLATE DETAIL Masonry 2X buck construction Q Astragal d o o • w � z CONCRETE ANCHOR NOTES: • • i.Concrete anchor locations of the comers maybe adjusted to maintain the min. • • • • .r edge distance to mortarjoints. 26 • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 24 a maintain the min.edge distance to mortarjoints,additional concrete anchors 1 1 z i a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. VIEW A-A a 3. Concrete anchor table: 5 Astragal strike @ head 18 12.:: zMIN CLEARANCE.: MIN CLEARANCE ANCHOR ANCHOR :MIN 26s iDACET: . ` z EMBEDMENT Q • •EDGEANCHOR HINGEDETAIL1 v z ITW ® 24 DAIS 02/27/12 oz 2" 4" o TAPCON1$ SCALEN.T.S. ELCO ® • — — -- -G.BY: JK mm ULTRACON 4' cMK BY: LFS 3 c ITINDRAIYINo No.: ® 3/16" 1-1/4" 3" 1-1/2" HINGE DETAIL 2 " TAPCON VIEWB-8 FL-15255.8 a Astragal strike Q sill SFUT 16 GF19 " u R.'IClients\Trinity PERMANENT\Flcrida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-152Si 5-8.dwg,17.8 N U 0.81" m� orA $ `0 s �� 0"m m �<a N oy o 1 3 1 .075'-- �� --{0.75"f�— N V 0.75" fzj y I rn _ 0 0.08"ci — W �• O - ! m to <m E O 5' 1.00' i f T I I --►{ 1.31" � I I O O A y y U P n1 m Z< O N G m � O O C+ _A m o � 0 � —I—0.76" I b N Co A O D y r U �A P Z L7 O m i I I —L No.43489 F 1.59' 1 * *� $ x PRODUCT: Document. Prepared ey: r i oTRINITY GLASS INT'L Lyndon F. Schmidt /t,S'•<�R14R•'G,\��� N P.E. No. 43409 Iv U; m Z N / ��171111111j1 Ln r L -i vPART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IU T ;R (/7 1 0-3 02/15 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, Vclrlco, FL 33595 � Da N iz COMPONENTS DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 Cti 201 2 R.W.BUILD—CONS—A—INC, 41011 10' TOP to TOP ' n A-A & ^ - .� 0% I o B-B V dT C5-- I 1.63"Fes-- :W• Z o: _°u°i• E. �^ 19' ��� C-CTOP ^ 56" v n z BOLTRETAINER o a v O 0 ^• Aluminum(9-3/4"Longi ^ O \ a E o 9 Doo w NL N N a NA 5 to •a m a:a.2 -._._.__ Ga .c LL 0.32" o--{FSI-- -- E Co Z �' a �I I N � W TW Illlwflll 1 I ^ N DEAD BOLT M (THRU HOLE) N b j DEAD BOLT y N ' L /(THRU HOLE) i FLUSHBOLi :AR 4 6 Die Cast Zinc m i SUDEBOLTROD O y SteelO + a LATCH O a (THRU HOLE) En p N 0 H 3 f t a m LATCH 0 a a (BLIND HOLE) FLUSHBOLTBAR _ 03 O Steel ^ DEAD BOLT 0 .0 "� - •{ 1.00" I_- (THRU HOLE) LATCH o En (THRU HOLE) O c n l m T II�GI L rn � N I I I I I u (n h= ASTRAGAL CHANNEL - ---- '� � N Tn SCREW LOCATIONS '? u d 1 L _ SCREWLOCATIONS FLUSHBOLi o D= (TYP.) /1I Die Cast Zinc l ti GtN I SCREW LOCATIONS BOLT RETAINERS ASTRAGAL o J ° b BOTTOM �_ BOTTOM CHANNEL � ` (TVP.) N C4 Ld a N FLUSHBOLT n En FLUSHBOLT i of p g SLIDE BOLT/ "R BAR Mo i ROD m -O a ri ° z C3 ALUMINUM ALUMINUM'� BOTTOM ^ FLUSHBOLT DATE:02/27/12 i W ASTRAGAL ASTRAGAL --�_. �'? o 1.75" 1.44" SCALE: N.T.S. VIEW A-A VIEW B-B PVC DWG.BY: JK m' Aluminum Astragal Assembly Aluminum Astragal Assembly ASI RAGAL 1.44" CHK.BY. LFS 3 ar DRAWING NO.: ENDURA ASTRAGAL TRC ASTRAGAL PVC ASTRAGAL VIEW C-C FL-15255.8 "- n 6'8 Aluminum Astragal by Endura Products 6'8 Aluminum Astragal by Trinity 6'8 PVC Astragal by Trinity PVC Astragal Assembly ° SHEET 18 OF-L9- ,a V K BILL OF MATERIALS 4L a.a=?ro ITEM R DESCRIPTION MATERIAL N? z° ' A 1X BUCK SG>=0.55 WOOD %:y' �°� om >'' •.. 10 B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - '�iIT II P o n co z D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE \ (; o E° o m° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 V a N A o r a F 114'X 3-3/4"PFH ITW CONCRETE SCREW STEEL a H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEELE `o 0 I 3/16"X 1-1/4"PFH ITW CONCREfE SCREW STEEL J #9 X 2-1/4"PFH WS STEEL o a L #8 X 2-1/2"PFH WS STEEL M 3116'X 3-1/4"PFH ITW CONCRETE SCREW _ STEEL P 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL Q 3116'X 2-3/4"PFH ITW CONCRETE SCREW STEEL 1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD N w I STRIKE JAMB-FINGER-JOINT PINE(5-114"1-SG>=0.42 WOOD :5 2 JAMB FIBERGLASS/COMP w o 3 JAMB PVC 'z 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM m 6 DOOR BOTTOM SWEEP PVC 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL & a 12 WEATHER STRIP QEBD650 Q-LON a a 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL m 19 SILLKEY PC/ASA 22 DEADBOLT STRIKE PLATE STEEL m 23 STRIKE PLATE STEEL 24 #9 X 5/8"PFH WS STEEL o K53 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. z #9 X 1.0"PFH WS STEEL W g OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. x w' DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o #8 X 1-3/4"PFH SMS STEELASTRAGAL STRIKE @HEAD STEEL ASTRAGAL STRIKE @ SILL STEEL 60 SIDELITE PANEL:SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 62 QUARTER ROUND WOOD N a 63 #8 X 2-1/4"PFH WOOD SCREW STEEL M o s 64 #8 X 2'PFH WOOD SCREW STEEL o a 65 #10 X 2"PFH WOOD SCREW STEEL z 66 SIDELITE SPACER PVC z is 68 lXMULUON WOOD SCALE: N.T.S. 9 a Dwa BY: JK m s CHK.BY: LFS i DRAWING NO.: FL-15255.8 " � o y SHEET 19 OF 19 N 0 C R W R W Building Consultants, Inc. B Consulting and Engineering Services I-or the Building Industry C P.O.Box 230 Valrico,FL 33595 Phonc S 13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product / Report Report I i Date: Mayl,2015 Product Sub Category Manufacturer Product Name Category Trinity Glass International Glazed Fiberglass Exterior Swinging Exterior Door 4621 192nd St.East "Impact"Double Door w/or w/out Sidelites 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-15255.8 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-15255.8 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,C156-02 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-15255.8 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by ,.pSt0" Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA 99813) he ;: .^ Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. ,`�°t iC L=1''I 5. Quality Assurance Certificate of Participation issued by National Accreditation and 'I° 43,409 Management Institute,certifying that Trinity Glass International is " }� manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. �� f`{ O :• .r�> FL PE No.43409 5/1/2015 Sheet 1 of 1 �� 10m ��o