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PROFESStONAL
<br />ENGINEERING UCENCES PRINTED ON 08/30/2011 IAPMO ES REPORT #0115 IAPMO PAGE NUMBER 3 OF 23
<br />111 ' ROOF WIDTH ' 0 ROOF WIDTH ,· NOTES:' J ' mirm :
<br />:E .SIDE O.H.- , , O.H.--m ,
<br />ENCLOSURE WIDTH 1. FOR INSTALLATIONS WITH RIDGE BEAM, SPAN DIRECMON SHALL BE 90 DEGREES zW0 , ENCLOSURE WIDTH . , , .r-,- O.H.
<br />Z Ul W 12" MAX ' LAI 12' MAX 1 ' 12" MAX TO THAT SHOWN ON THE PUNS.0 --1 N :5 NOTE 5 --' -4
<br />·' NOTE 5 NOTE 5.'L6 T/C-30 POST.OR BEAM BRACKET 2. FOR INSTAUARONS WITH RIDGE BEAM.NOTE 7 1 .(TYPICAL FOR APPUCATIONS W/' ./ 1/t RIDGE 8EAM).3. FOR INSTALLATIONS WITHOUT RIDGE BEAM. MINIMUM SLOPE IN DIRECTION AWAY
<br />y.10--ZA --.IA v NOTE 7 '''-giczA LRFZW-n LA v NOTE 7 /NOTE 7,t»,FOR EXISTING STRUCTURE SHALL BE 1/4" PER FOOT.EN@2 -W .-I -./\Il .....:...v./..6.··VI'l·:I.k./.g.......I... .-I ./p-2.. . · --01625873 12/31/11 ,4. PROVIDE CONTINUOUS FACIA OR GUTIER SECTION AT INSTALLATIONS WITH RIDGEr r F . 1 1, 41 2--49 1-1/NF BEAMS.
<br />S3107 mull 35Ab u 14 1/ OTE 3 -414 4 /n 5. MINIMUM DISTANCE IO FIRST.INTERIOR JOIIff SHALL BE 2 TIMES RE OVERHANG to
<br />10495 1231/11 0 01@23 11 id- 3§ 522LRP-2A
<br />030178 120141 2 1, S 4 021 1]..../21 86 *be /,n ms. LU6. SEE ENCLOSURE DRAWINGS FOR ELEVATIONS OF SHED AND GABLE ROOF Z
<br />g c: · 4 LRP-2A !; -I.;1 9:r %4
<br />&2 31
<br />O
<br />16508 12/31/11 0 CM LRP--ZA I Z L
<br />N 0-7. APPLIED LOADS TO SUPPORTING STRUCTURE ARE SHOWN. THE PRESEED LOADS WO 0- 1
<br />LU W ,2; ij n. 2 Z W TYP PANEL ARE FOR THE WORST CASE CONFIGURATIONS AND MAY BE REDUCED IF SKE0291741231/11 0 JOINTITY PANEL ' 4 k SPECIFIC ENGINEERING, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, IS
<br />PROVIDED WHICH JUSTIFIES REDUCED LOADS. THE APPLIED LOADS ARE. 0E4132812/3111 . 1 :JOINT It 2 8 £ LRP-2.A LE-------L---9.-====-11 SIM L *--=NOTE 4 , 6- z o
<br />0 00 Z :
<br />64661 12/31/11 0=
<br />1 : RIDGE BEAM T/C = 11,300 LBS (LOAD IN AND OUT OF THE PU\NE OF THE .SUPPORTING WALL)2-4 3 2ImE 1201A1 CoPTIONAL)v = i 130 LBS/FT FOR MWFRS WALL PRESSURES 5 15 PSF
<br />1 (ENGINEERED =*260 LBS/FT FOR MWFRS WALL PRESSURES K 30 PSFVVLPR-ZA LWALL· BUMP-OUT &2 * 1
<br />6977 1201/11 (OPnONAL)BY OTHERS)· v = *390 LBS/FT FOR MWFRS'WALL PRESSURES 5 40 PSF -i 2 1
<br />0 0
<br /> 0181/12 ' ENCLOSURE BELOW 1 VERTICAL LOADS APPUED TO lNE SUPPORTING STRUCTURE ARE EQUAL TO 1/2 THEr )· PROJECTION nMES THE APPUED ROOF LOAD (BOTH UP AND DOWN)=35 =81,12 SEE SHEETS 44 48, 4C, 54 & 58 FOR 4 HSTUDIO ROOF PANEL TrPES & AUDWABLE SPANS g . -2A - 3%3 P0ST (TYPIC SEE SHEETS 44 48.4C, 54 & 58 FOR
<br />9483 03/31MZ . 1 GABLE. ROOF FOR APPLICATIONS PANEL TYPES & ALLOWABLE SPANS0 0 .529 0=1/ *CW/ RIDGE BEAM)
<br />PE-6758 0480(12 ROOF PLANS p Q ag
<br />1/4' = 1'-00 .. . =CON 6F.€1280 040112 - 01
<br />60 45880 1081/11 :-0- NOTE
<br />NOTE 7 '
<br />OK 18405 10,31/11
<br />CO 34009 11/3011
<br />4
<br />NOTE 4
<br />9M 0W/OUT W
<br />RIDGE
<br />St ON SLDN
<br />NOTE 2 NOTE 2
<br />DiMM
<br />N
<br />ANEL SPAN
<br />121548404/301/12
<br />10.0 0480/12 - m C== 04/30.2 .r --·, 8 to
<br />14198 088012 '0 5.112 1 · 0 &a=F 1.659 1 , -3.000 -'g
<br />45542 060012
<br />1 141532 0620/12 1!1
<br />4.575 0 3 LRP t=.0905.015 0 31/2- LRP
<br />5.515 0 4' LRP ·MIN
<br />0174S5 063Gf·[2
<br />2,455 0724/12
<br />10712 0721/12
<br />Mr 14355 08/30,12
<br />SC 1776 0620'12
<br />3.881
<br />7
<br />3.100 0 3-LRP
<br />1600 0 3 1/2- LRP
<br />4.100 0 4' URP
<br />1.065
<br />t=.070
<br />MIN
<br />&
<br />3.100 03. LRP 1 ,
<br />3.600 0 3 1/2 IRP
<br />4.100 0 47 LAP i \
<br />6.100 C 6- LRP
<br />t=.120 1--4 .A 1
<br />6.00.0
<br />Adh'-•' Z· ' -.: #
<br />1.175 E 5 as,&-11 i .1. - 0 Egi# 91@Ill
<br />TN 00106313 07/31/12
<br />018 0701/12
<br />0009161
<br />33384 0701/12
<br />405
<br />MATERIAL AS™ A653 GR 50 (STL)*. OR 6063-T6 (Al)
<br />ATTACHMENT RAIL GUTTER FACIA 3x3 POST
<br />DX 94332 09/30/12 DETAIL DETAIL DETAIL DETAIL
<br />a. 08/1180/12 <AAC321> <47573 > <47574 > <->
<br />006232 HAI HALF HALF HALF
<br />13158 12/31/12
<br />GA PED<0159 1231/12
<br />4 61 4 %§1*14953 . 12al/12
<br />PE-5907 1221/t2 *222&%
<br />11138 12/31/12 3 G ©1% MI 23a [10 61 w.it1.
<br />008677 12/31£12
<br />5501$0228/13
<br />3035605-
<br />' 2203 0301/13
<br />.$ 1Atvo-7 -4
<br />312013,
<br />28747 0482(13
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<br />24361 0600/13 E p· Exttl 1\1
<br />8724 06,30/13 211
<br />VA 041536 021/13
<br />PA 052E 09/3413
<br />30066 03/31MI
<br />080138 03/31/14
<br />5/5/flai,*&$-i€.
<br />71# -*1 71
<br />REVISED 08/21/11
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