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i <br /> JARNOT ENGINEERING, INC. � SANTOS 06-06-i02 <br /> 25414127th St. SE s�efr'a '`� � <br /> MONROE, WA98272 CALGUUTEDBY T�5 � 08-09-06 <br /> PH. (360) 863-1831 <br /> FAX (360) 863-1481 CNELMEDBY aTE <br /> SCALE <br /> ��� <br /> WIN�: Valuee�or�mpLFed method kom IBC bbie 1609.6.2.�(I) <br /> 85 MPIi F�cP. B I � 1.O Root p�tch: 6 :�2 <br /> Mean Roof hleight: 24.0 Wind pressuree: <br /> Eave he�ght: I 8.0 Wall corner: I 4.4 <br /> Min horiz plan d�m: 36.0 Wall num: 10.4 <br /> �; � � Rnof camer: 2.3 <br /> 2a= 7.2 Rnof main: 2.A <br /> Note:comer loade ore in add�Gon to'�uin'loade <br /> 1 TO RIDGE (plf) Gable n�V <br /> nW� HR�r Mam Corner Comer 10 qf mm <br /> V,= 4.0 8.0 6 I I S -- I 20 <br /> V,- 9.0 9A 36 -- 90 <br /> II TO RIDGE(pl� <br /> Gable nip Do�*ner Gable Hip <br /> HW� IiRoor MRoor hwuL Ma n Comer Comer 10 psF min <br /> V 4.0 A.0 83 23 -' � <br /> z'� 70 <br /> V 5.0 2.0 57 27 -- <br /> DfCM1� <br /> Secondary rool slope: Rooi pitch: 4 :I 2 <br /> Wmd pressores: Wall corner: I 5.9 Ronf corner: O.0 <br /> Wall mam: 10.6 Roof mam� O.0 <br /> 1 70 PIDG[ Gable n�p <br /> ti�l.qii F1veCF ti����� Corner Corner 10 psf mm _ <br /> V ,= 4,0 5.5 4; 21 -- 95 <br /> / ,� <br /> um�-ena. ��� <br /> w ir •.,...- �. <br /> n.•�.:r, �.�x�m:.• <br /> ... r -NfOSCUfHMPnn�ingirvke �� . tl^rv..Vr NeaS�-,.wnm.n,Y�muY1e Y.ni..enrom <br />