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HomeMy WebLinkAboutWind Load Calculation 06/30/2015-2:37pm gabriels V:1Projects%_2014-MPS1400 Wind Charts\ Reference100-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,FLATTERRAIN ' Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof TributaryArea 5 Ft 1. TABLES ARE INTENDED TO EEPIC:C:L�FHt<YJORST CASE'PRESSURES.'WORST CASE'IS Height _ eight DEFINED AS THE CRI I(�ACC-O4LbMON OF AN77„'-1�N WN VARIABLE AS DESCRIBED BELOW. 10 15 20 25 30 50.. 10 15 20 25 30 35 40 45 50 USE OF CRITICAL CO DIT70N SQUIRED FORjITH THESE TABLES. -41.0 -40.0 -39.3 -38.7 -38.3 -3 9 6�`-3- ^37 0 -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O L FO SBI�IL^ SOF;hJ A ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft F-� `C t = 0-15 ft 3.TABLES VALID F R F-'fYhE$& L,0 6'S.APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 8 +36.1 +35.5 +35.1 +B,¢.7 4-- 1 `t33i +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 I LESS THAN SO°SHA BEyP D B A[V EN"�INEER AS A SITE SPECIFIC CONDITION. 16 ft -41.6 -40.5 -39.8 -39.3 -38.8 3,r4 X38 .V:8 -3`6f\ 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B IL GMEA_1N_(WVER/j�E iR OF HEIGHT.IF THE MEAN ROOF HEIGHT +38. +37.3 +36.6 +36.0 +35 6 + 2 4 •++,34 6 CANNOT BE IDENTIF ED E�T.1�_t HEAK- 90 QEI T. 35: iy4,3" +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 1�LLI�N1S R' .- 5. ALWAYS ROUND OOP�ItE�GF4T5��0t E)tN, ISLE VALUE OR CONSERVATIVE ASSUMPTION. 17 f[ -42.1 -40.3 -39.8 -39.3 -38 " 8 6�'- r,.13$•0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIB[?FA�Y;�REp,=OE,,T�E OPENING IN QUESTION(HEIGHT'WIDTH)OR +38.8 +37.8 +37.1 +36.5 +36,0 +35.6 +35.3 4.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MlZL97P.la.E 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 k +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 OF BETWEEN AN OPENING CANNOT BE IDENTIFIED,THE MOST STRUCTURAL AREAICAL(0 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 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 :ni'/7 X4-7, -46.4 -45.8 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 21 f[ 21 ft // MUNICIPALITY IN ACCORDANCE WITH CODE. +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39.5 +38.7 + 87 Z,r'+37,3I + 63 ,V : +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5 :O[`' 0::�l� 7 S:y �y/y8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +41.0 +39.9 +39,1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +48:5 _ -.+37,6`�t37., ; 7.0 +36.7 GENERAL NOTES' -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 40.5 -55.4 -53.2 -51.6 -5 .4" X495 aT448;6 x-4 9. 47.3 -46.7 23 ft 23 ft [ Ir r�.w1y -T 3��y 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 + 8,91` $4<_+39.W +37.0+37.0 MTHODOLOGY"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 -50.`--449"=4g�,rf4'4•-d-7T _471 CRITERIA AS OUTLINED HEREIN. 24 ft 24 k �+ .'�T ;y 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. I 8.0 +37.6 1+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 +q0.2 +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 26 ft -46.0 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 26 ft -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 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 1+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 _qg,g 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 h +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 CORRESPONQING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTED-lIE N I`HArl:- E:)RCTATEl�ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 +Sj---+g. x+38 9 +8 6'�r..�� +43.1 +42.0 +41.2 +40.5 +40.0 +39.G +39.2 +38.9 +38.6 BUILDING DEPARTM fiAN ERM -HOLD ER,NO-WARRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4 6 ,3�2;, •�42 6 �J/ -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE D REI -•�, /�-� 29 ft -�_ h- �2N-���\'j 29 ft 5.THIS SPECIFICA OI 0T=1NTf`1ED TO(0 ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 -+3y-'7 + `+3g,9r. +q3.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE R TO-A `SE2ARA EnY 0 MITTED TEST CRITERIA AND OTHER -47.4 -46.3 -45.5 -44.8 -44.3 4 9 3 y F 2 -4?��9,ttt�C -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE {G,` N$l' TION*INFO MATION AND APPLICABILITY OF THESE TABLE 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40:21 X39 B. `+39 2 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS T �B VEBTFIE77�8Y0T EFjSI CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL Cf,E1C-T:$ROT[ ON,IS_TEM ORDINANCES. 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -4 . 4:h 1 r,s4 "'x'~32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATI0 i'2E0. -R�, INTI OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY P ytJ IN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45,2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45,2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 k 40 k-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 DIMENSION OR 3T(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 ROOF EAVE HEIGHT 45 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 q5 ft +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 a aat. ROOF 50 ft -52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 50 ft -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 I HEIGHT +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 1+43.6 1 Jr 5 0 55 ft -53.9 -52.6 -51.7 750.9 -50.3 -49.9 -49.4 -49.0 -48.7 55 ft -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 I O I 5 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44,8 +44.5 +49.7 +48.4 1+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 V Q 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES l` ISO IC $ REMARKS GSS TSEI DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING #Lri O `a INITISSUE GSS TSB 03105/12m REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS@ 0lb<r ox REV 2014 FBG DGM TSB 06/10115 pul ASCE 7-10, CHAPTER 30 zzIDm- _ CORPORATE OFFICE:m 160 SW 12th AVENUE, SUITE 106z DESIGN LOADS FOR COMPONENTS&CLADDING Nz DEERFIELD BEACH, FL 33442 0z MASTER PLAN SHEET I � THISDOCUMENT IBTHEPROPERTY OF ENGINEERING EXPRESS, P:(9S4)3S4-O660 F:(9S4)3S4-O443qAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 7 CERT OF AUTH#9885m3pFyWRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / - 0 E:HELLO@ENGINEERINGEXPRESS.COM vmAi OADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT =W PERMITTED AND INVALIDATE OUR CERTIFICATION ENGINEERINGEXPRESS.COM ` ENERGY RATINGS Feather �iverx DOORS 6/8, 7/0 & 8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors &Sidelites 1/4LIte 5 410 sq tn 1I,2 Lrte<900 sq ; at ;3/$LEts 51100 sq in Futl E3ti>9100.aq ivr TYPE SWING GLAZING U factor SHGC U r .,5 G U factor SHGC,, L factor SHGC:> Triple Pane-Decorative Glass 0.21 ... - � � - - .21 0.10 0.2a 0.18 0.27 0.23 ',.`0.30 0.3t.'- Fiberglss Inswing& DualPane-Grooved/Obscure 0.22 011 ``'; '4' 4.+< 831. 7; ""6.27-'4 t 'I03�'4Z 6-56w, a Door Outswing Dual Pane-Wrought Iron 0.22 0.11 �„sTQ'26Q .%]"Q.2C}4:,`*t. �,Qfi1.4_,a 1�G„26j,4;;�,r-0:.3�;�7„ Dual Pane-Low E-270(Clear/Internal Grille) 0.19 0.06 0.22 D.10 0.24 0.13 I 0.26 0.18 Opaque/No Glass(Flush/Embossed) U-Factor=0.15 TYPE SVitING %GLAZING 114`Lite,ii;m in :1/2 Lito<350 sq in 3/4 Ute: 460'sq in Fut[Lite s 460'sq in j Triple Pane-Decorative Glass 0.18 1 0.03 1 0.23 0.13 0.25 1 0.16 0.28 0.22 Fiberglass Insvaing& Dual Pane-Obscure 0.19 0.04 0.25 0.13 0.28 0.1 B Sidelite } Outswing Dual Pane-Wrou ht Iron 0.19 0.03 0.25 0.14 0.28 0.18 -,6:3243- Dual Pane-Low E-270(Clear/Internal Grille) 0.18 0.02 0.21 0.07 0.23 0.09 0.25 0.12 Air Leakage 5 0.3 cm/ft' 6/8 Mahogany Woodgrain Style Fiberglass Entry Doors&Sidelites `' 9/4 Lite 54110 aq m 9J2 Lite<.900 sq in`_3J4 Lite 5110D sq in FuR Lrte>1108;sq iii TYPE SWING - GLAZING ,U�factor SHGC ,CJ-factor. :SHGC -_U frxtor SHCiGt U factor, .sSHGC,:. Triple Pane-Decorative Glass 0.20 0.08 0.23 0.14 N/A N/A 0.27 0.23 Dual Pane-Craftsman 6-Ute(Mahogany/Smooth) 0.22 0.10 N/A NIA N/A N/A N/A N/A Fiberglass Inswing& Dual Pane-Craftsman 3-Ute,1-Lite Low E-270 0.21 0.10 NIA N/A N/A N/A N/A N/A Door Outswing Dual Pane-(CleartlnternalGrille/Wroughtlron) 0.21 0.10 0.26 0.17 N/A N/A :o,3 1, L;-,028",*- Triple Pane-Laminated Impact Glass 0.20 NmV.07 0.22 0.13 N/A N/A 025 0.20 Opaque/No Glass(Flush/Embossed) U-Factor 10.15 TYPE =51MNG GLAZING 1J4eLFte sq m :1L2 Lite<3S0 sq in '3/411te'S 460 sq in Full IA >;460:sq in Fiberglass Inswing& Triple Pane-Decorative Glass 0.10 0.05 N/A NIA 0.24 - 0.14 0.27 0.19 Sidelite Outswing Dual Pane-(Obscure/Clear/internal Grille/ 0.19 0.05 N/A N/A 0.27 0.16 0.30 0.22 Wrought Iron) Dual Pane-Low E-270(Clear/Internal Grille/SDL) 0.1 B 0.03 N/A N/A N/A N/A 0.24 0.11 Triple Pane-Laminated Impact Glass 0.18 0.04 N/A N/A 0.23 0.12 0.2b 0.16 Air Leakage<0.3 cfm/ft' 6/8 Flushglazed Oak Woodgrain and Smooth Style Fiberglass Entry Doors &Sidelites 1/4''Lfte 5 410 sq In �1/21ite<-980 sq In'`-3/4 Lke 51100 sq in Fuifi lite>1100 sq n'1 TYPE SWING GLAZING U factor .SHGC U fact-: ,:;SHGC U-factor SHGUCfactgr SHGC _ .G Triple Pane-Laminated Impact Glass 0.23 0.08 0.25 0.14 0.27 1 0.18 0.30 0.24 Triple Pane-Decorative Glass 0.23 0.09 0.25 0.16 0.27 0.21 ''.;0.30,5--: Pibn 91- Inswing& Dual Pane-Laminated Impact Glass 0.24 0.10 -._20.27.Pi "C=_?ti0.f�`Qfz 0.30 0.24 Door Outswing Dual Pane-Grooved,Reeded 0.24 0.10 - sn-Q 2,8To .019£i.; Q31fin'. -r�25i .. �0(35(F.la ?333`:�3` Dual Pane-Wrought Iron 0.24 0.10 ;:1128+:1 :};a O t9 *r'�Q 31 ;x- •3'"0.5:gIJ;'' i,,d,*35Ah't ;Q:$3`.E1r Dual Pane-Low E-270(Clear/internal Grille) 0.21 0.05 0.23 1 0.09 0.24 0.12 0.26 0.16 TYPE .`..SWINGt/4Lite 5 65,sq in, 1%2 Lite-35D sq to -314 Lke 5 468 sej in Ftiii Lit•>4b0 sq`hi. Triple Pane-Laminated Impact Glass N/A N/A A0.24 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& Oual Pane-Laminated Impact Glass N/A _ N/A 0.25 0.11 0.26 0.14 0.29 0.18 Door Outswing Dual Pane-Grooved,Reeded N/A N/A J 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Wrought Iron N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Low E-270(Clear/Internal Grille) NIA N/A 0.23 0.06 0.23 0.08 0.24 0.10 Air Leakage <_0.3 cfm/ft' fl5tdeltte yVtll rrofqusfywhen;purtha;eclseparawely f c�,w ,, yI►�rlin4 qu'aUfyu der yet"1 Qualifiedtn Nortfierri'` Does qi al_y wHen(s(rrc_ep ed;and j staliedrnti guairfied; ��tfi rk _qr entry'door,ands ei�te.es?ti guca�satt #=tVER ,SFAR uldq itse „&,Riorth Ce»tral.Zono NFRC Size Designation Feather River Door Description NFRC Size Designation Feather River Sidelite Description Fanlite,Craftsman(Mahogany)Craftsman Rectangle, 1/4 Lite-<65 sq in Craftsman(Mahogany) 1/4 Lite<410 sq in Craftsman Arch,Center Arch,3/4 Oval(Smooth), Metro(3 Lite,3-Lite Mix,4-Ute,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(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 in 3/4 Oval(Mahogany and Oak),Full Oval, 3/4 Lite<460 sq in Smooth,Mahogany-12°/10°) 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 314 Lite(6/8 Oak; Opaque/No Glass N/A Full Lite>1100 sq in 3/4 Lite(6/8 Mahogany),3/4 Lite(8/0),Full Lite,Full Lite RT Ooaque/No Glass All Panel Doors