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PROFESSIONAL <br />ENGINEERING LICENCES <br />U. <br />1001tll <br />10,31/11 <br />1120/11 <br />1231111 <br />12/31/11 <br />12/31/11 <br />t2/31tll <br />1201M1 <br />12,3111 <br />12'3111 <br />0101/12 <br />04/30/12 <br />0460/12 <br />04/30/12 <br />| WOG,12 <br />04:30'12 <br />005/512 <br />06130112 <br />06/3012 <br />06'3012 <br />0680/12 <br />06;30fl 2 <br />0724112 <br />0701M2 <br />07;31112 <br />07/31MZ <br />07/31/12 <br />09/30/12 <br />110042 <br />123·f12 <br />12/31/12 <br />12602 <br />12/31/12 <br />1201/12 <br />1231tl2 <br />022043 <br />0301/13 <br />04/02/13 <br />06/304 3 <br />0600#13 <br />, 0&O1M3 <br />0980/13 <br />0301/14 <br />03/31/14 <br />PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 8 OF 23 <br />STRE_m--DETERM ] NE MAXIMUMPANEL_SPAN <br />A LOCATE APPROPRIATE TABLE FOR DESIRED PANEL AND SKIN <br />THICKNESS. <br />B.LOCATE APPROPRIATE ROW FOR THE APPL[ED UPWARD ROOF <br />PRESSURE.Z <br />iEmw-. <br />C.LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED DOWNWARD <br />ROOF PRESSURE. <br />D.THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND <br />COLUMN IS THE 'ALLOWABLE PANEL SPAN". <br />Notes: <br />Allowable Span Table (1) CONSIDERATION HAS SEEN GIVEN TO THE ADDmON OF ONE (1) <br />CEILING FAN PER 4' WIDE PANEL WITH A MAXIMUM FAN WEIGHT OF 50 W03.0 inch - 0.024" - 1.5pd EPS - 0.024" with Fan Beam Insert POUNDS. THEREFORE, THE ALLOWABLE LOADS PROVIDED ABOVE <br />App[ied Downward Pressure for Design Applied Uplift <br />Applied Uplift ARE IN ADDITION TO THE WEIGHT OF THE CEILING FAN. <br />Basic Load Case Wind <br />Wind Pressure Pressure for <br />for Design Patio Uve Load Snow Load (2) SEE LRP-4A FOR ADDITIONAL NOTES. <br />Design <br />10 psi 20 psf 20 psf 25 psf 30 psf 35 psf 40 W 45 psF 50 psf 55 psf O.- <br />10 16'-8-10 psf LL 1- <br />15 psf 15'-1"13'-1"11'-7"15 psf <br />i :2 10'-6"9'-8- <br />20 psf 13'-4"9'-0.7'-lon 20 psfMull7'-6"7'-1' <br />25 psf 10'-9'10'-9'25 psf <br />30 psf 9'-0-9'-0-9'-0 90-0-30 psf <br />35 psf 7'-80 7'-8-7-8°7'-8-7'-80 7'-80 7'-8'35 psf <br />40 psf 6'-8=6'-8'6'-8°6'-8-6'-8-6'-8'6'-8'6'-8-40 psf <br />45 psf 5'-100 5-103 5'-10'5.10.5'-10"5'-100 5'-10°9-10-5'-10"5'-10"45 PSF <br />50 psf 5'-30 5'-3"5'-3 5'-3'5'-3"i PANEL 021 <br />4'-9'4'-9'4%9'4'-9°4'-9-4'-90 4'-9'4.-9 4'-9"55 psf <br />Allowable Span Table <br />50 <br />5 5 psf <br />Applied Downward Pressure for Design Applied uplin <br />Applied Uplift Basic Load Case Wind <br />Wind Pressure Pressure for <br />for Design Patio Uve Load Snow Load <br />Design <br />10 psf 20 psf 20 psf 25 25f 30 psf 35 psT 40 psf 45 pst 50 psf 55 psf <br />10 psf 18'-3"10 psf W <br />15 psf 16'-9°14'-4"15 psf <br />13'-0"11'-10' <br />20 psf 15'-Or,11'-0'10'-3"9'-8"20 psf <br />91•8'-8° <br />25 psf 13'-4"13'-4"25 psf ALUM 6063-T6 <br />30 psf 11'-1"11'-1'11'-1"11'-1"30 psf -FUU LENGTH OF PANEL- <br />35 psf 9,-4¤9'-4"9'-4" 9'-4"9'-4"9'-4"·9'-4-35 psf <br />40 psf 8'-2"8'-2-8'-2"8'-2"8'-2¤84-2.8'-2 "8'-29 8'-2'8'-2'40 psf OPTIONAL FAN BEAM <br />45 psf 7'-3 M 7'-3"7-3"7'-3'7'-3'7'-3 w 7'-3"7'-3"45 psf Ztnel <br />50 psf 6'-r 6.7.6'-7°6'-7"6'-7°6'-7'6'-7"6'-7"6*-7"50 pst-DETAIL C-h <br />55 psf 5'-10"5'-10"5'-10'5'-10°5'-10"5'-10°5'-10"5'-10'5'-10"5'-10°55 psf <br />Allowable Span Table 11[HI!12. cz <br />AppliedownwardPressure for Design 1Applied Upliftl <br />Wind <br />for Design <br />Pressure for <br />Design I <br />10 psf 20 psf |20 psf 25 psf 30 psf 35 psf 40 psf 45 ps¥50 psf 55 psf | <br />17'-9°I 13'-10" <br />15'-r I 1 12'-7 11'-7" 10'.9· 10'-1' I <br />25 psf I 133'-7" I 13'-r I 13'-7" i 8'-T <br />0 <br />10'-9-10'-9"10'-9-10'-9"10'-9- <br />9'-4"9'-4"9'-4=9'-4"9'-4'904"9'-4.40 psf <br />8'-3' | 8'-3-45 psf <br />SO psf 7'-6"7'-6-7'-6'7'-6 70-6-7-6"7'-6.7'-60 50 psf <br />55 osf 6'-9"6'-9 6'-9"6'-9·6'-9"6'-9·6'-9'6'-9" <br />-AllowableSPanTable <br />AppliedDownwardPressure for Design I Applied Uplift1 Applied Uplift Baslcloadase N <br />Pressure for <br />for Design Patio Uve Load a <br />Design <br />10 psf 20 psf 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf 55 psf a 0OFESS/044 © ROFES /Q+ < <br />10 psf 23'-0"10 psf .2 0218'-9"4*t J. 044. <br />E.5 C 15 psf 20'-7"16'-9 1 5 <br />C! a. 2 15'-2' <br />20 psf 17'-7 17L7"13'-10"20 psf <br />12-10" <br />25 w 15'-8"15'-8"15'-8- <br />5 5 psf <br />Wi nd <br />Snow Load <br />psf <br />12'-1"25 psf WZ o S 7 m <br />30 psf 14'-2"14'-2"14'-20 14'-2" <br />11'-4" <br />10'-10"30 psf Exp.11 a: 1- <br />g 35 psf 13'-1'13'-1"13'-1'13'-1" <br />10'-4 <br />13'-1"35 psf . 12/31/2013 <br />40 psf 12'-3*12'-3"12'-3"12'-3-12'-3°12'-3"40 sfP <br />0 <br />45 psf 11'-6'11'-6"11'-6"11'-6"11'-6'11'-6"11'-6'45 psf <br />50 psf 10'-10" 10'-10"10'-100 10'-10"10'-10"10'-10"10'-10°10'-10"50 psf <br />55 ps[10'-4°10'-4'10'-4"10'-4'10'-4/10'-4'10'-4"10'-4"10'-40 55 psf 1 CA\A· <br />'ON 133HS 817-dkll ft 30 g 133HS <br />TVOS 11 <br />S - 0.024"am <br />0.024"-1 nlVA3 OF'IdVI <br />.U.WU <br />NMOHS SV 4002 11@CIV <br />Beam ;*8 NMVZIO:18 03NDIS30 0 1 A8 03103HO '31¥OS <br />0.024"21 'CA18 <br />00 <br />8 190ilze 1 {A- Wu Wold p,opuolS dal -ln,I 0,-00- 1 102-0,1dVI 0'00'9 uo!@1ADM dar' 0W3 dlS e·Ineopul •t0.024" <br />01!W]GNON OVIdYI <br />C <br />1*NU - S1N3WIN00 0*dVI Orl 00/20 9 L IN3INWOO0.024"- <br />31V0 <br />NIV33NI0N3 <br />FGH <br />9 L <br />toroc slo@(09 9002 'Sue Jopums - Worl\:X <br />...... ,- .u.... .19.-ww, w.,v. 0,ui,Ip w. iriei... .girorn,0, lerry 5 8,gnoture, <br />Nevoja, Arizono, Ulch