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i <br /> CHANNEL, <br /> SEE PLAN Y. <br /> %6 2-12 <br /> ARCHITECT <br /> Cz 12 NJ ASSOCIATES <br /> 22769 N BENDER ROAD <br /> ACAMPO CA 95220 <br /> 209.727.2040 <br /> www.njaarchitecture.com <br /> L2x2xY4 CONT METAL DECK, <br /> ANGLE SEE PLAN TOP & <br /> BOTTOM CLIENT <br /> JOE HADDAD <br /> P.O.BOX 484 <br /> A ��P� WALNUT GROVE CA 95690 <br /> �J� 415.517.9686 <br /> H SS8x4xY4 <br /> u- <br /> PROJECT <br /> a LODI BOWLING <br /> w 302 N SACRAMENTO STREET <br /> O�`� O�`� < LODI CALIFORNIA 95240 <br /> 1Y"VERCO PLB-36 DECK W/ <br /> HSS8x4xY4 <br /> #12 SDI RECOGNIZED SCREWS @ SUPPORTS <br /> m <br /> �.� W/36/7 SCREW PATTERN <br /> SCALE "' <br /> 10 DETAIL 1-1/2" = T-0" �� HSS BY METAL BLDG MFR HSS BY METAL BLDG MFR <br /> LOO��� HSS8x4xY4 HSS8x4W4 HSS8x4xY4 � HSS8x4xY4 /� V I O n /� <br /> M S T R U C T U R A L <br /> _ D E S I G N I N C <br /> 337 BURNEV STREET ANDREW (209) 604-2898 <br /> �O U MODESTO, CA 95354 MICHAEL (209)484-8640 <br /> HSS8x4x/4 HSS8x4x%4 HSS8x4xY4 �, HSS8x4e4 W W W A X O M 5 D C O M <br /> 4. <br /> CHANNEL, <br /> SEE PLAN 10 <br /> 53.4 <br /> HSS8x4xY4 x HSS8x4xY4 x HSS8x4xY4 x HSS8x4xY4 S314 <br /> 0 00 00- <br /> METAL DECK, Ln L" L" <br /> SEE PLAN <br /> rn <br /> m <br /> m <br /> x <br /> L <br /> U <br /> 11 HSS8x4xY4 HSS8x4xY4 HSS8x4xY4 HSS8x4xY4 <br /> IF 53.4 10 <br /> 53.4 <br /> ANGLE BEYOND <br /> HSS6x4xY474HSS6x4xY4 HSS6x4x/4 <br /> x x/4 <br /> C15x33.9 +p+�tx <br /> HSS, SEE PLAN \0 <br /> YP �,`�� 12 �,`'� 9 <br /> A 53.4 53.4 <br /> 16 EA SIDE <br /> 15'-9" 27'-0" 26'-8" 6'-4" <br /> 11 DETAIL SCALE SCALE <br /> g PATIO PLAN <br /> CHANNEL, 7 3'-5" 4'-0" 4'-0" 4'-0" REVISIONS <br /> CHANNEL, SEE PLAN METAL DECK, No. Description Date By <br /> SEE PLAN <br /> SEE PLAN P` PLYB BACKER <br /> Q - FOR GUTTER <br /> O <br /> cn z <br /> METAL DECK, <br /> SEE PLAN <br /> Project No.: 17028 <br /> Drawn By: AG <br /> NOTCH BOTTOM OF 3 JHSS BEAM, 3 TYP HSS BEAM, TYP EA SIDE %6 TYP HSS BEAM, Checked By: MS <br /> TUBE STEEL FOR GUTTER Y6 Y SEE PLAN Y6 3 SIDES:LJ SEE PLAN SEE PLAN <br /> PLY4 CONT ,6 B <br /> FOR GUTTER <br /> METAL DECK, <br /> 2 SEE PLAN <br /> Y6 HSS COLUMN, TYP KNIFE PLATE HSS BEAM, PL% END CAP, PERMIT SET <br /> SEE PLAN "' 8.17.18 <br /> HSS, SEE PLAN SEE PLAN TYP < Q <br /> LJ > <br /> PLACONT <br /> FOR GUTTER HSS BEAM, <br /> SEE PLAN <br /> 16 EA SIDE STRUCTURAL ENTRY CANOPY <br /> HSS COLUMN, <br /> DETAILS <br /> SEE PLAN TYP <br /> y HSS BEAM,TYP <br /> SEE PLAN <br /> A B <br /> 12 DETAIL SCALE 9 SECTION SCALE <br /> S3 *4 <br /> 1-1/2" = T-0" T. = 1'-0" <br />