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CONTRACTOR TO VERIFY EXISTING FRAMING AS FOLLOWS: MIN. Al ,o..NT wRi- �` <br /> 2x10 JOISTS AT 16" o.c. MAX. MIN. 4x10 BEAMS AT 6'-6" MAX S4 i . •j w' ) I w w 's <br /> W1 <br /> W =. � <br /> SPAN BETWEEN POSTS AND MIN. 4x4 POSTS. LOCATE PERGOLA ..Y .• 'R„ 40,, = z =g <br /> COLUMN WITHIN 1'-6" OF WOOD POST- CONTRACTOR TO NOTIFY r r i <br /> -r z <br /> ENGINEER OF RECORD OF ANY DISCREPANCIES- <br /> tt 7 , =Y$.4, i t1w y <br /> 367"beam _ p, 1 <br /> Hsu � <br /> Q �� <br /> � az.4� , Q. t Ce m§ E g <br /> v 4. .'fir.,7rJ�� ` E. <br /> U m 1 3 g <br /> Why A +-Jl— !:1!!: <br /> Roof Mount Pivot Bracket ve,,•;;P:hA.LONI1/47‘ <br /> BY OTHERS LINE OF HOST 105 • <br /> Perimeter Beam 2"x8"x1/8" STRUCTURE EXP$ S 3-19-2025 11 <br /> Corner Beam Connector =N = Corner Beam Connector 04/14/2023 -\ <br /> EN <br /> 109 1 E ; <br /> �,. 4" <br /> 105 68 1/3" 8" 70 113" B" 68 1/3" 140" Aluminum_ <br /> Gutter 5.5" i <br /> E 103 1/8"THICK � . <br /> Al co <br /> © Perimeter Beam 2"x8"x1/8" Fan Beam Fan Beam v Interior Beam[2]2"x8"x1/8" QD S3 <br /> N <br /> 8"x2"x 1/8" 8"x2"x 1/8" <br /> E t (1) Fan per bean, , (1) Fan per beam, <br /> Q 50 lbs max. 50 Ibs max. W O <br /> ' 0 Q J d Q <br /> 106 108 Fan Beam U H I <br /> 101 223" SIM 8„x2"x1/8" 07 Q N 1- <br /> 4— Aluminum (1) Fan per beam, Perimeter Beam 2"x8"x1/8" i = C `— W <br /> 50 Ibs max. <br /> 1Gutter 5.5" 104 E E, <br /> Corner Beam Connector • • _ - U w <br /> 1/8"THICK TYP ( c, i 21 E2 cfl <br /> Aluminum <br /> —Post 8"x8"x3/16" Aluminum N (NI <br /> Perimeter Beam 2"x8"x1/8" Post 8 x8 x3/16 <br /> 225"beam <br /> 106 I <br /> SIM <br /> 1 B) <br /> Fan Beam <br /> Perimeter Beam 2"x8"x1/8" 8"x2"x1/8" ' <br /> (1) Fan per beam, 103 I LINE OF HOST r <br /> 104 50 lbs max. /STRUCTURE <br /> TYP .i <br /> / <br /> I <br /> 105 i <br /> luminum 105 <br /> Gutter 5.5" j o <br /> Corner Beam Connector 1 1/8"THICK o <br /> Aluminum , .4, '� `+, \, <br /> Post 8"x8"x3/16„ A <br /> Corner Beam Connector <br /> Perimeter Beam 2"x8"x1/8"- <br /> 0 <br /> 741/3" / 78 1/3" / 74 1/3" - 140"beam W <br /> 227" 144" Z <br /> DESIGN BY: CC <br /> I 371" PROJECTMGR: CC <br /> E - _ <br /> PROJECT NO: 230136-021 <br /> 5 4 (/ i-- . <br /> 0 1211 <br /> VF SHEET: <br /> BEAM LAYOUT S2 <br /> SCALE: 1/4"=1'-0" <br />