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I <br /> �------o- <br /> � � 'F�:� - �.'33"`"���►, 4TH ALL, OR FREE�TANDING, <br /> MC►NO-SLOPED► R GABLED ROCIFS <br /> � <br /> � <br /> � LOAD,� ._ �,p LOAD gEAt�l SPAN � tG� LOAD BEAM SPAN ,� LOAD BEAM SPAN <br /> WIDiFI BEAM SPAN � WIDTH ( t`- WlRTH � WtDiH <br /> .-r 4' 10'-6' Q� 4' 13'-0' � 4� 14'-6' � 4' 16'-0" <br /> �C 5" 10'-0' H 5' 12'-Q' N 5" 13'-0' ��$ 'S'r 14'-d1" <br /> �' 9'-0' �' it'-Q' � 6' 12"-0' S' 13'-0' <br /> � � <br /> � 7' 8'-6' � �� 10'-0" � 7� 11'-Q" . 7' 12•_0• <br /> 8' $'-0' g� 9'-6" g� 10'-6` � 11,-6" <br /> � d� � <br /> a g' ��_g- If� 9' 9'-0' � 9� 10'-0' 9' 11•_0• <br /> O . <br /> ` �p' �_�° � 10' g'_g" � 10' 9'-&' � 44' f0'-6' <br /> �C � <br /> � 11' 6'-6' � �'�� 8'-0" 1�t 11" 9'-0' � 11' 14,_0• <br /> (��j 12' B'-0' C��2 12' 7'-6' � 1�' 8'-6° � 12' g'-6" <br /> LOAD C�2 LOAD � LQAD � LOAD <br /> @'? WlD3N BEANI SPAN I� WIDTtt BEAId SPAN lC� WlD.�}f BEAMA SPAN tQ YlIflTN BEA6� SPAN <br /> CL� 4' 2p'-6' � 4� 23'-0" L12 4� 24'-6• � 4• 28�_6• <br /> i! <br /> � 5' �g'_p- � 5' 2i'-6! r`�` 5' 23'-0' � 5' 26'-8' <br /> r� � ~ ~ <br /> �' �s'—a• pR &' 2o�—a° � s� z-i�_s° � s� 2�._0. <br /> � �' »'_o- � �' �8'—s' rn �' 2o'—s' � �' ��._o. <br /> �� 16'-6' a 8� 17'-B" x �� 19'-6° � $' 23'-0° <br /> � 9� 16'-0' � 9 17`-0" � g� 19'-0' � �' 22'-0' <br /> O <br /> • ��' 15'-Q' � 14� 16'-0" ip� 18'-0° ►k'` SO' 2i•_0• <br /> � � O <br /> p'� 11� 14"�8' 11' 15'-6" � 11' 17'-6" � 11� 20'_6• <br /> C33 <br /> � 12� 14'-0° � 12� 14'-6" � 12� 17'-0" � 12' 20'-0' <br /> FOR EXPOSURE "C" MULTIP Y ALL SFANS OR �IEIGHTS BY .85 <br /> EXISTING SLABS: <br /> EXISTING SI.ABS SHALL BE IN GOOD CO�IDITION, ' NQMINAL <br /> THICKNESS, AND SAME AREA AS RODF, LESS OVE ANG, hQN. THEN, <br /> ND Ft1�T6R IS REAUIRE�# CIN LEVE1_ GROUNi3 AS [�ON6 AS EACH FOST <br /> HAS NO MORE THAN 110 SQ. FT. C]F ATTRIBUTABLEI ROUF AREA. <br /> SEE RDOF AREA DIAGRAM T}iIS PAGE � <br /> FOR EXISTING SLABS WITHdUT SUFFICIENT F'�UN A7ION, <br /> CCN�iCRETE f'Op'Rt�tGS �.ALtGER ANCNORS MAY BE ADDED WItH A Vnsd SPEEDS = NOMII�tAI� SP£EDS = 0.7'8 X Vuli <br /> SITE SPECIFIC DRAWING AND ATTACh�D ENG ING -DETAIL PAGE. EQ'N 16-32, 1609.3.1 WIND SPEED C�NVERSIDN <br /> Vu4t WFND SPEEDS ARE PER FBC TAB4E 1509-C, <br /> 130 MPH u:t X .78 = 101.4 MPH asd - iiSE ChM�- <br /> FBC PLANS & v� ��'s�►+ SPEED= 1� MPti idtt3lQ MPFi ASD 3 SEC C�iJST �'� us� � �ttu't�a�. <br /> ENGINEERING SERVICE, INC. � �m ���y I - �n �. �• THIS SPAN CHART I�JST BE A <br /> �i t�A+fiX RD. 54 37 t:ONP. 6 ClAD P�URES+ R� Z[1NE i= 8.9 / -2L8 PSF BY A SITE SPECIFIC DRAWIh: <br /> TEPHYRkEtL�S. Fi.. 33542 t�FiP. 6 CLADD PRESS{AtES� � Z� 2= B,4 / -3SS PSF <br /> 1-866-824-7B94 C4F. 6 CLADD PRESSt�2ES� R�OF Z�tE � 8.4 l —�A PSF 8 COM�CTICINS 1�fAA $FiEE <br /> T�LI FREE & FAX �� f��T �B SIZ S p�WDi SPANS� �-L PAGES SIGI�D 8 SEALE= <br />