Laserfiche WebLink
13 <br />57 <br />11 <br />8 <br />1112 <br />34 <br />6 <br />5-#4 CONT. <br />(MIN. LAP=2'-6") <br />2' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />3" <br /> <br />CL <br />R <br />. <br />TY <br />P <br />8" CON. BLOCK WALL <br />w/ #4 VERT. @16" O.C. (CTRD) <br />& #4 HORIZ. @ 24 O.C. (CTRD) <br />(SOLID GROUT)9' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />4'-0" <br />MIN. <br />1' <br />- <br />0 <br />" <br />HARDSCAPE OR PAVING <br />(WHERE OCCURS) <br />#4 @4" O.C. <br />30 <br />" <br /> <br />M <br />I <br />N <br />. <br />LA <br />P <br />12" SQ. CONC. BLOCK PILASTER <br />(SOLID GROUT) <br />(4)-#4 VERTICAL <br />(ONE EA. CORNER <br />#3- TIES <br />@8" O.C. <br />9' <br />- <br />0 <br />" <br />MA <br />X <br />. <br />12" <br />MASONRY <br />COLUMN <br />(3)-#4 EA. WAY <br />T&B <br />2'-0" <br />3" <br /> <br />CL <br />R <br />. <br />TY <br />P <br />2' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />(B <br />R <br />G <br />. <br /> <br />D <br />E <br />P <br />T <br />H <br />) <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />2" <br />CLR. <br />2 <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />CORRUGATED METAL DECKING <br />w/ SIMPSON SELF-DRILLING <br />METAL SCREW AT EA. FLUE <br />TO HSS COLUMN <br />TYP. <br />HSS2x1x 1 <br />4" COLUMN @ 8'-0" O.C. <br />EMBEDDED INTO MASONRY <br />METAL DECKING HT. VARIES <br />(9'-0" CMU DESIGN CONDITION) <br />NOTE: <br />WALL CONSTRUCTION IS EXITING. <br />THEREFORE, CONTRACTOR TO FIELD VERIFY <br />FIELD CONDITIONS TO MATCH THESE DETAILS. <br />NOTIFY E.O.R. IMMEDIATELY IF ANY DISCREPANCIES <br />ARE ENCOUNTERED. <br />NOTE: <br />PILASTER CONSTRUCTION IS EXITING. <br />THEREFORE, CONTRACTOR TO FIELD VERIFY <br />FIELD CONDITIONS TO MATCH THESE DETAILS. <br />NOTIFY E.O.R. IMMEDIATELY IF ANY DISCREPANCIES <br />ARE ENCOUNTERED. <br /> 4 <br />6 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />NE <br />W <br /> <br />F <br />E <br />N <br />C <br />E <br />46 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @ramirezstructural <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.23-101 <br />DATE:5/28/24 <br />RAMIREZ <br />STRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.1 <br />HOLD- 4621 W First <br />St12/19/2024