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. t • • / ste 5A• , . ste sB . -.t„H��,- ' Cshfrfbutory UpUft Y.o�d Valua .a.� i��«�a.w. Up11Q Losd Yalue Facton tur •�.a• roof frame i.7n=Jacfa 40�ouWde nall corner overhan�sms: '� ' yr. ��y� $��C�L}I��CLO/vrYp V��V�{fOT L�1N CF1MS !JM loi�All Cwrr��(Hip i G�bw) ' . Id�ndcal eemws ahould hw�th��am�I.D.number . �a 2 b��d upon th�hip-j�dc s�t•b�ck��t�nc�Irom '�� r�Msnu b�d for thi�comN ovorhanp ro• � o••d+r+v th��xt�^a b�rinq�"�fl ,_ ComM EntN M M�th M u• u� ; 1.0. Sa.Ft.ol e► Fx.d Function A SK•B�ek 8 V9 S�t-Back V$ V9 Sit•8�ck V8 � �s�how Sh�d�d T Vru� Vrw T V� V7 Dist�nee Fector Fectw Distanu F�ctor F�aor Dist�nc� Factw Factor �plans Ar�• M ' (rtiul�sl H in I�et Valuo V�lu• in'}aet V�lu• Vdua in f��t Vdu� V�lu� cR-1 �} x z.ts �(o x - �(,Q 1 4 2 9 32 19 17 108 58 cR•2 � x 2.15 - d., x - � 2 5 3 10� 40 22 18 122 65 tp-3 � x 2.ts x - d,o 3 6 4 11 47 2s 1s t35 72 Cp.4 x 2.16 - � x - � 4 8 5 12 55 31 20 150 80 CR-5 �,a x 2.15 - � x I�� - 5 11 7 13 64 36 21 165 88 CR•s x 2.15 - � x _ cb 6 16 9 14 74 39 22 182 97 CR-7 x 2.15 - da x � � 7 2 15 84 45 23 198 106 cR•8 x 2.t5 x 8 26 15 16 96 51 24 216 115 S 5C ((Hip roof King�Tack�only)) Calculate p ift Load Values at bearing point�of King�Tac{c� Hi Kin -Jack Load et aet-back beerin point � Hip Kin -Jack Load at outside wall bearin oint —� Structurel Set-Back �Lpr Value t� � En[er Value nn Math M Enter � Struct�r�l member •Dist�nce /$ based A �/� �/� �/9 based , a �/� funciion n Overhang �/�� member I.D. No. in feet on set-back 7 � on set-back T value T Load . I.D. No. on plans freferencel Distance H Distance 'H � (result) H from v 7 on plans J2� "7 2o x = 3q2 12 X• ' = 23S + 64 = 04� x = X = + _ X = X = + _ X = X = + _ x = X = + _ X 1�.6 - X lR.� _ + _ X - x - + - x = x = + _ x - x = , + _ Kin -Jacks whhout overhan enter Zero "0"; � se 6 Calculatc Wind Load Valucs at thc actual outsidc corncr bcaring point of a Gablc roof framc mcmbcr. G p/iff R.k.o.H. eai Va/ue Liet all roof frame membere i �/� X 1.43 = P.L.F. locatad et exterior Gebla Well. • Uplih(.ct r Loed et Gable corner Structural Corner Enter Half nn Rake O.H. Math M Enter Value M M Half the Gable membar I.D. number ot the A Uplift funGtion A y�j or v �/] �/� A Geble Uplift I.D, number es'shown Rake O.H. T Factor value T for T T width Shear on plans on plans Sq. Ft. H (result) H ber H � H distance P.L.F. X = + � - / _ X — + + — / — ' X = + + _ / _ X = ' t t - / c = t t = / _ X = t t = / — X = t t I — / x i X = -F- t ' _ / � X = + + _ / — X - + + - / - �