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HomeMy WebLinkAboutEngineering 06/30/2015-2:37pm gabdels VAProjects\ 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 I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area(S Ft - Roof Trlbuta Area S Ft) 1. TABLES ARE INTENDED TO pp ORST CASE'PRESSURES.'WORST CASE'IS DEFINED AS THE CRI bITIaN WN VARIABLE AS DESCRIBED BELOW. Hei _ 30 15 20 25 30 50 fight 30 15 20 25 30 35 40 45 50 USE OF CRITICAL CO EQ141RE0 FOR _ ITH THESE TABLES. 0-15 ft -41.0 -40.0 -39.3 -38.7 -38.3 -3 ? - 7�.0,� -50.6 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID 0 1. � 8 _ ^F _ ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft 3.TABLES VALID F R' Il ^ E- APPLICABLE REDUCTIONS FOR ROOF SLOPES +37.8 +36.8 +36.1 +35.5 +35.1 + ., .'1j +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHA B pp B INEER AS A SITE SPECIFIC CONDITION. 16 ft -41.6 -40.5 -39.8 -39,3 -38.8 -3 A 3 .8 -3 16 ft -51.3 -49.3 -47.8 -46.7 -05.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE B L E ('AVERA E,I OF HEIGHT.IF THE MEAN ROOF HEIGHT +38.3 +37.3 +36.6 +36.0 +35.6 + .2 3_4.6 4 j +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF D S E11K f T. 5.ALWAYS ROUND GHTS LE VALUE OR CONSERVATIVE ASSUMPTION. 17 k -42.1 -41.1 -40.3 -39.8 -39.3 -38. S,T� W, •0 - 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6. CALCULATE THE TRI _ E OP NING 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)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 18 ft -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 18 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 +39.3 1+38.2 +37.5 +36.9 1+36.5 +36.1 +35.7 1+35.4 +35.2 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft -43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 20 ft -S3.8 -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 +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 +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 21 ft -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 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 + 3 +36. +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -5•A -_07 - .S .8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + .5 7.0 +36.7 GENERAL NOTES: 23 ft -44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 23 ft -55.4 -53.2 -51.6 -574 4 ,6 -4 9 47.3 -46.7 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 +373 +37.0 +41.4 +40.3 +39.5 + ,g 38.0 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2,4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -45.3 -44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -5 .` ,q` X7.1 CRITERIA AS OUTLINED HEREIN. 24ft 24ft '"`'a 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 f[ +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 Z7 ft -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 27 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 +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 8 ft -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE FI THESE TABLES AND COR)�.ES ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft COEFFICIENTS LISTED N SN BE�O ND VERIFIED BY THE GOVERNING +43.1 +42.0 +41.2 +40.5 +40.0 + , .130.9 +38._ +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM ERM HOLDER. • RRANTY FOR APPLICABILITY OF TABLE -47.1 -46.0 -45.1 -44.5 -44.0 -4!6 T -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFE �Q 29 ft 29 ft S.THIS SPECIFICA O I O� QE_ T ER ANY PRODUCT APPROVED +43.4 +42.3 +41.5 +40.8 +40.3 + ,9 �„ �+3 . s+3 . +43.4 +42.3 +41.5 +40.8 +40,3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. REF R E2QRAL._1 MITTED TEST CRITERIA AND OTHER 30 ft -47.4 -46.3 -45.5 -44.8 -44.3 -4 . 3 ii'.12 -�9]® -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE G 1 TION F° MATION AND APPLICABILITY OF THESE TABLE 'T� '�' 30 ft VALUES WHICH IST B_. V TFIE Y OT I CCORDANCE WITH GOVERNING CODES. +43.7 +42.6 +41.8 +41.1 +40.6 +4 ,2 +9.5 9 9 +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 1+39.8 +39.5 +39.2 6.ADHERE TO ALL - ROT O CS TEM ORDINANCES. 32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -4 . 4 32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATIO E OF THE HOST STRUCTURE. +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40. 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8,EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED. 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 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 k 40 ft DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +46.5 -50.4 49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 +46.5 +45,2 +44.4-63.8 -61.3 -59.5 -58.11+43. -57.0 -56.0 -55,2 -54.5 -53.8 EAVE ROOF +43.1 +42.7 +42.3 +41.9 +41,6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN -51.7 -50 45 ft HEIGHT 45 ft +47.6 +46.4 +-45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 1+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 1 I HEIGHT 50 ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 1+43.6 Soft +48.7 +47.4 +46.5 +45.8 +45.2 1+44.7 +44.3 +43.9 +43.6 5 0 -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 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 Jr I Jr ® ® `C a ay -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 L O 0 60ft +50.6 +49.3 +48.3 +47,6 +47.0 +46.5 +46.0 +45.7 +45.3 60 ft +50.6 +49.3 +48.3 1+47.6 +47,0 +46.5 1+46.0 1+45.7 +45.3 WALL ZONEFIGURES IS RI O o REMARKS DRWN CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o �m D O INIT ISSUE GSS TSB 03/05/12 0 o In m Q REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (20 1/�) t o r 1-I J EXPRESS® _ z REV 2014 FBG DGM TSB 06!10/15 -yoW N = ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: 2 Z om z 160 SW 12th AVENUE, SUITE 106 $; z DESIGN LOADS FOR COMPONENTS&CLADDING In \ z z I1 m _ in � ^ MASTER PLAN SHEET DEERFIELD BEACH, FL 3-442 0 v n I 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(954)354-0660 F:(954)354-0443 3 N O AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#98857 1 � O W WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, ASCE / _ J.0 E:HELLO@ENGINEERINGEXPRESS.COM N Z m ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT fn o PEW17ED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM �r, ENERGY RATINGS Feather Rlys 6/8, 7/0 &8/0 Oak Woodgrain and Smooth Style Fiberglass Entry Doors &Sidelites 1/4 Lite<_410 sq in 1/2 Lite 5 900 sq in 3/4 Lite:-1100 sq in Full Ute>1100 sq in TYPE SWING GLAZING LI-factor .SHGC 1.1-factor SHGC LI-factor SHGC U-factor " SHGC Triple Pane-Decorative Glass 0.21 0.10 0.24 0.18 0.27 0.23 0.30 0.31 Dual Pane-Grooved/Obscure 0.22 0.11 0.270 0.210 0.31 13 0.270 0.360 0.360 Fiberglass Inswing& Dual Pane-Wrou ht Iron 0.22 Door Outswing 0.11 0.28►3 0.2010 0.31 0 0.260, 0.36.3=. 0.34 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) U-Factor=0.15 TYPE SWING GLAZING 1/4 Lite<_65 sq in 1/2 Lite<_350 sq in 3/4 Lite:5 460 sq in Full Lite>460 sq in 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 0.310" -0.23 119'Sidelite Outswing Dual Pane-Wrought Iron 0.19 1 0.03 0.25 0.14 0.28 0.18 0.3241) '0.24.E,` Dual Pane-Low E-270(Clear/Internal Grille) 0.18 1 0.02 0.21 0.07 0.23 0.09 0.25 0.12 Air Leakage :5 0.3 cfm/ft' 6/8 Mahogany Woodgrain Style Fiberglass Entry Doors &Sidelites 1/4 Lite:5 410 sq in .1/2 Cite 5 900 sq in 3/4 Lite<_1100 sq in Full Lite>1100 sq in TYPE SWING GLAZING U-factor SHGC LI-factorMSHGCU-factor SHGC U-factor SHGC Tri le Pane-Decorative Glass 0.20 0.08 0.23 N/A N/A 0.27 0.23 Dual Pane-Craftsman 6-Lite(Maho an/Smooth) 0.22 0.10 N/A N/A N/A N/A N/A Fiberglass Inswing& Dual Pane-Craftsman 3-Lite,1-Lite Low E-270 0.21 0.10 N/A N/A N/A N/A N/A Door Outswing Dual Pane-(Clear/Internal Grille/Wrou ht Iron) 0.21 0.10 0.26 N/A N/A 0.31#3 : 0.28 Q Tri le Pane-Laminated Im act Glass 0.20 0.07 0.22 N/A N/A 0.25 0.20 Opaque/No Glass(Flush/Embossed) U-Factor-0.15 TYPE SWING GLAZING 1/4 Lite:5 65 sq in 1/2 Lite:5 350 sq in 3/4 Lite:5 460 sq in Full Lite>460 sq in Fiberglass Inswing& Triple Pane-Decorative Glass 0.18 0.05 N/A N/A 0.24 0.14 0.27 0.19 Sidelite Outswing Dual Pane-(Obscure/Clear/Internal Grille/ Wrought Iron) 0.19 0.05 N/A N/A 0.27 0.16 0.30 0.22 Dual Pane-Low E-270(Clear/Internal Grille/SDL) 0.18 0.03 N/A N/A N/A N/A 0.24 0.11 Triple Pane-Laminated Impact Glass 0.18 0.04 N/A N/A 0.23 0.12 0.26 0.16 Air Leakage 5 0.3 cfm/ft' 6/8 Flushglazed Oak Woodgrain and Smooth Style Fiberglass Entry Doors &Sidelites 1/413te 5 410 sq in 1/2 Lite 5 900 sq in 3/4 Lite:5 1100 sq in Full Lite>1100 sq in TYPE SWING GLAZING U-factor SHGC U-factor SHGC 11.11-factor SHGC U:faAer S Triple Pane-Laminated Impact Glass 0.23 0.08 0.25 0.14 0.27 0.18 0.30 0.24 Triple Pane-Decorative Glass 0.23 0.09 0.25 0.16 0.27 0.21 Fiberglass Inswing& Dual Pane-Laminated Impact Glass 0.24 0.10 0.27$1 0.18 Al 0.30 0.24 0.340 0.32 0' Door Outswing Dual Pane-Grooved,Reeded 0.24 0.10 0.28 11D 0.1913 0.316'.4 `0.250' . 0.35 F;V' -0.33 Dual Pane-Wrought Iron 0.24 0.10 0.28 0 0.1913 0.310 ' -0.2 0.35 Of 0.33�3 Dual Pane-Low E-270(Clear/Internal Grille) 0.21 0.05 0.23 0.09 0.24 0.12 0.26 1 0.16 TYPE SWING GLAZING 1/4 Lite 5 65 sq in '1/2 Lite<_350 sq in 3/4 Lite 5460 sq in Full Lite>460 sq in Triple Pane-Laminated Impact Glass N/A N/A 0.24 0.10 0.25 0.13 0.27 0.17 Triple Pane-Decorative Glass N/A N/A 0.24 0.12 0.25 0.15 0.27 0.20 Fiberglass Inswing& Dual Pane-Laminated Impact Glass N/A N/A 0.25 0.11 0.26 0.14 0.29 0.18 Door Outswing Dual Pane-Grooved,Reeded N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Wrought Iron N/A N/A 0.25 0.11 0.27 0.15 0.29 0.19 Dual Pane-Low E-270(Clear/Internal Grille) N/A N/A 0.23 0.06 0.23 0.08 0.24 0.10 Air Leakage :5 0.3 cfm/ftt t=lSidelite:Will not q"uglify when purchased separately. i 04Will not qualify under Qualified in Northern Does qualify when purchased and installed with 'qualified'Feather River entry door and sidelite configuration.;! _ENERGY STAR guidelines.1 &North-Central Zone NFRC Size Designation Feather River Door Description NFRC Size Designation Feather River Sidelite Description Fanlite,Craftsman(Mahogany)Craftsman Rectangle, 1/4 Lite<65 sq in Craftsman(Mahogany) 1/4 Lite 5 410 sq in Craftsman Arch,Center Arch,3/4 Oval(Smooth), Metro(3 Lite,3-Lite Mix,4-Lite,5-Lite) 1/2 Lite <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(1-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 51100 sq in 3/4 Lite(6/8 Oak) Opaque/No Glass N/A Full Lite>1100 sq in 3/4 Lite(6/8 Mahogany),3/4 Lite(8/0),Full Lite,Full Lite RT Opaque/No Glass All Panel Doors dlo r",- I f for. tc,u cre i Any tax .a:le wo"Ild be'based c "quali=.ed" U d-;eci Febin ory 9,201S