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���}�� ��'"����J, 4TH ALL, OR FREESTANDING, <br /> MONC►—SLOPED R GABLED ROG1F5 <br /> � lOAD � S'PAN If? LOAD 8E/1},1 SPAi+I t0 LOAp �� SPAN � LOAD BEAM SPAN <br /> �y WtDiN � NItD7H � WI[}TN � WI[}3Ff <br /> .-i 4' 10'-6' @� 4' 13'-0" � 4� 14'-6' �p 4' 16•_0• <br /> �) <br /> �C 5' 10'-0' 'H�' 5� 12'-0" �-�i 5' 13'-0' ��$ 5 t4`—t�" <br /> �' 9`—Q' 6' 12'—Q" � �` 12'^0• �= l3•_Qa <br /> � 7' 8'-6' � �' '{4'-0"' "�' 7� 11'-0' . � 7� 12'--0" <br /> U� <br /> 8� 8'-0" �� 9'-6' $� 10"-6' 8' 17'—B" <br /> �y o�/�' ° <br /> V' 9� '�.�b'� Y� �� 9�—�� I'1 .�i �����s gs 'ta_�ir <br /> Q O V <br /> ' �p' �•_p � 40' g'-g• � 10' 9'-8' � 10' 30,-6• <br /> � <br /> 11' 6�-8= � 11' S'-0" � �1� 9'-0� � 11' 14�_0• <br /> '�, `�' <br /> (� 12" 6'-0° C1Z 12' 7'-6" � 12' 8'-6' 12� 9'-6° <br /> � LOAD BEAM SPAW C�2 LOAD BEAAtrll SPAN � LpAD BEAM SPAN � LOAD BEA�1 SPAN <br /> t+�? Y�lDTH � YVlDTH YMID?ti m Y1lDTf�i <br /> � 4' 20'-6° � 4� 23'-0" � '�� 24'-6' � 4' 28'-6° <br /> '"� 11 <br /> � 5r 19'-0' � �� 2i'-6' �V` 5' 23'-0, � 5 26'_S• <br /> � �..� � M <br /> G4 <br /> s' �a'—o' �q �' za'—a" � s' 2�._s° � e, 2�,_0. <br /> � �' ,r-o• � r �s'_s- �n �' zo'-s. � �, 2�,_0� <br /> � �� 19'-6" t�2 8' 23'_0• <br /> �� 16'-6' a 8� 17'-6' xi <br /> � ..,, � <br /> � 9! 17`-0° � g' 19'-0° � �' 22'-0' <br /> p 9� ��'`�� �. CO <br /> � � � � tQ' 21,_a° <br /> ,� 14' tg'_p' 10' 16'-0" 14' 18'-Q° <br /> O <br /> �} 11� 14'=rB' � »� 35'-6" � ��� 17�-6" +-I 17' 20'-B° <br /> � <br /> � ��� 14'-0' � 12� 14'-6` � 12� 17'-0" � 12' 20'-0, <br /> FOR EXPOSURE "C" MULTIP Y ALL SPAN� OR HEIGHTS BY .85 <br /> E�£ISTING SLABS: <br /> EXISTING SLABS SHALL BE IN Gt�DD C�iDITI[IN, ' NOMQNAL <br /> 7HICKNESS, AND SAME AREA AS ROOF, LESS qVE HANG, MIN. THEN, <br /> N� FDi1TER IS REtdUTRE� t3N �EVEL GRt1UND AS i�.ONta AS EACH P[3ST <br /> HAS NO MIORE THAN 110 SQ. FT. 0� ATTRIBUTABL�j ROOF AREA. <br /> SEE R�OF AREA DIAGRAM THiS PAGE � <br /> � <br /> i <br /> F�R EXISTING SLABS WITHI]UT SI�FICIENT FOUN ATIDN, <br /> C�IdCRETE FOLTfINGS [}R;At�ER �+iCFi�RS NAY BE ADDEI# WITli R Vnsd SPEEDS = NOMII+iA� SPE£DS = 0.78 X VuL� <br /> SITE SPECIFIC DRAWING AND ATTACHED ENGINE NG •]�TAIL PAGE. EQ'N 16-32, 1609.3.1 WINA SPEED C�IVERSItllJ <br /> Vutt WIND SPEEDS ARE PER FBC TABL.E 2609-C, <br /> I30 MPH u[t X .78 = IOL4 MPH asd - iJSE CNAR" <br /> FBC PLANS & u°'��� sr�n� 130!�'H uttlit0 l+IPH ASD 3 SfC CX,lST 7Q USE FOR I'ERHiT'RNG, <br /> ENGINEERING SERVICE, INC. �, �sK ca�c,o�r i - vn,m oa�. •B- THIS '�PAN CHART h�.IST BE A <br /> �i CEXlFtTY RD. 54 3'1 Cfl�'. 6 CtADD PRESSURES� R�[l�' Z�NE 1= s.9 / -2L8 PSE BY A SITE SPECIFIC DRAWIt�' <br /> EZ!!R. R PRE'SSURE� �' Z� 2� B.9 1 -355 PS'F <br /> �1-866-824F 78�� cD�P. 6 t:LADD PRESSURES� i�' ?� 3= &9 t -55.o PSF & CC�N�ECTI[1�IS DE't'AIL SH�� <br /> To�.L FREE L t�ax �� F�ppST � s�s�C�spcpNS� ALL PAGES SiG1�D 8 SEAl.E� <br />