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8" REINFORCED MASONRY WALL WITH CONCRETE <br />TIE BEAM AT TOP. GROUT FILL ALL CELLS BELOW <br />SLAB WALLS, INSTALL ONE #5 @ 40" O.C., AT EACH <br />CORNER AND AT EACH OPENING JAMB. SEE PLAN <br />II <br />I I <br />I <br />I� <br />I� <br />I I <br />II <br />II SOLID GROUT ALL WALLS <br />BELOW SLAB ELEVATION. <br />ONE #5 CONTINUOUS VERTICAL IN <br />GROUTED CELL. SEE PLAN. <br />j <br />#5 x CONT. EDGE <br />BAR, TYP. <br />#3 SLAB TIE AT 16" <br />O.C., TYPICAL. <br />ul <br />U <br />Of o LU <br />gw <br />}� <br />Q <br />irZs <br />I <br />o m 4", 3000 psi, CONCRETE SLAB ON <br />GRADE, PROVIDEW`IAM1.4, <br />6x6, W.W.F. CENTERED IN SLAB. <br />SEE OTHER DETAILS <br />II <br />II <br />SEE NOTES FOR SOIL PREPARATION <br />ONE #5 DOWEL IN IN EACH <br />GROUTED CELL. SEE PLAN, <br />I I =AND <br />TERMITE TREATMENT. <br />8" CMU HEADER BLOCK, TYP. <br />#5 DOWEL WITH STANDARD \` a <br />LBEND AT BOTTOM t......... a. ......... f..`:1.A....... . t <br />10" --I (5) #5's CONTINUOUS BOTTOM WITH #3 <br />TIES 24O <br />T-2" @ " .C.; 3" BOTTOM AND SIDE <br />COVER. <br />TYP. FOOTING /WALL <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />STEEL COLUMN - SEE SCHEDULE <br />Fe70 <br />3/16 <br />BASE PLATE WI (4) ANCHOR <br />BOLTS SEE PLAN Tl 2" NON -SHRINK GROUT, TYP. <br />a Q a a a <br />a a as <br />O O ° 4 Ja Q <br />�a <br />PAD FOOTING - SEE SCHEDULE Zf 4 4 <br />B a <br />4 4 4 J a a a <br />T 3 <br />DETAIL TYP. INTERIOR STEEL COLUMN FOOTING <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />P �o <br />TYP. POINT LOAD SUPPORT DETAIL <br />9 DETAIL <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />4" CONCRETE SLAB ON 6 MIL POLY VAPOR <br />RETARDER FILM WITH 6x6 W1.41W1.4 W.W.F.; <br />TYPICAL INTERIOR FLOOR. <br />L TERMITE TREATED EARTH COMPACTED <br />TO 98% MODIFIED PROCTOR DENSITY. <br />TYP. INTERIOR FLOOR SLAB <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />6 DETAIL TYP. STEEL DECK ROOF DECK SECTION <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />ATTACH CONT. 2X4 PLATE W/ ABED OF CONSTRUCTION <br />ADHESIVE AND FASTENERS F-8 @ 12" O.C. <br />(1) #5 EACH FACE IN LINTEL C.M.U. SOLID GROUT TOP (2) COURSES <br />ATTACH 8X4X2" JOIST BEARING ANGLE TO GROUT FILLED CMU W/ <br />FASTENERS F-9 @ 16" O.C. AVOID ANCHOR INSTALL WITHIN 12' OF <br />HEAD JOINT, FULLY WELD 2"X3"X7" PLATE TO ANGLE @ 8" O.C. SEE <br />DETAIL "A" <br />MATCH ANGLE 3' <br />RADIUS --I 2 <br />2 <br />2' nr-rn ii lion <br />ATTACH (2) PLY CONT, PRESSURE TREATED S.Y.P 2X8 CAP PLATE @ <br />WI FASTENERS F-9 @ 16" O.C. ATTACH PLY'S WI A BEAD OF <br />CONSTRUCTION ADHESIVE AND PER BEAM NAILING DETAIL, TYP. <br />2n <br />2 <br />L4X4X1 CONT. EDGE ANGLE ATTACHED TO <br />EACH JOIST WITH (2)16"X12' FILLET WELDS <br />5" ALLOWED FOR POLY ISO <br />x EACH JOIST <br />s TO LEDGER <br />�— #5 VERTICAL PER PLAN @ 40" O.C. <br />1 DETAIL TYP. HIGH EAVE ROOF FRAMING SECTION <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />' <br />' <br />• <br />ONE #5 EACH FACE IN LINTEL CMU. <br />SOLID GROUT TOP TWO COURSES <br />(1) #5 VERTICAL <br />1.5 x 22 GA. GALVANIZED METAL <br />IN GROUTED <br />DECKw/ 5/8" DIA, PUDDLE WELDS @ <br />CELL @ 40" O.C. <br />6" O.C. AT ENTIRE PERIMETER. <br />■+ <br />MASONRY HEADER - SEE PLAN <br />BAR JOIST. SEE <br />:':e• <br />FRAMING PLAN <br />5" ALLOWED FOR POLY ISO <br />■ <br />ANGLE L 2X2X0.143 @ EACH END OF STUD, <br />1.5X22GA, GALVANIZED METAL DECK <br />1'. <br />ATTACH TO CFS STUDS W/ FASTENERS F-3 <br />ATTACHED WI FASTENERS F-3 @ 6" O.C. <br />• <br />AND TO CMU W/ FASTENERS F-4 <br />OVER JOISTS AND AT PERIMETER. SIDE <br />1-1/4x1-1/4x7/64" CONTINUOUS JOIST <br />"�' <br />LAPS REQUIRE (1) FASTENER F-3 <br />ALEM <br />BRIDGING TOP AND BOTTOM. ATTACH <br />:••,�..... <br />ENDS WITH 118x1"FILLET WELDS. <br />.. <br />" <br />� <br />�` ,�• <br />• • <br />6005162-43(33) CFS JOISTS @ 16" O.C. <br />WALL ANGLE ATTACHED WITHL <br />1/2" 0x3" EMBED SLEEVE ANCHOR. <br />= z <br />ONE #5 EACH FACE IN <br />ATTACH JOIST TO CMU AT EACH END USING <br />? �.: '. <br />LINTEL CMU. SOLID GROUT- <br />STIFF -CLIP AL362 ATTACHED TO MASONRY WI (2) <br />7;: <br />TOP TWO COURSES <br />FASTENERS F-4 AND TO CFS WI (4) FASTENERS F-3 <br />13 DETAIL BRIDGING ATTACHMENT DETAIL <br />(�14 <br />DETAIL <br />LOW ROOF FRAMING <br />ETAIL <br />�-o <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. <br />Y� <br />SAW -CUT SLAB 1" DEEP AND FILL WITH <br />POLYUREA JOINT SEALANT. <br />TERMITE TREATED EARTH COMPACTED <br />TO 98% MODIFIED PROCTOR DENSITY. <br />DETAIL <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />(1) #5 EACH FACE IN <br />LINTEL C.M.U.; SOLID <br />GROUT(3)COURSES <br />TYP. INTERIOR FLOOR SLAB <br />@ CONTROL JOINTS <br />BARJOIST- BARJOIST- <br />SEE PLAN SEE PLAN <br />1-1141.110CONT. JOIST BRIDGING TOP AND BOTTOM <br />ATTACHED TO EACH JOIST PER INDUSTRY STANDARDS. L <br />A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE <br />PROVIDED BEAR THE FIRST BOTTOM CHORD PANEL 1-1/41-1AX'' JOIST CROSS <br />POINTS ATTACHED PER INDUSTRY STANDARDS BRIDGING. PROVIDE (3) ROWS <br />OF CROSS BRIDGING EVENLY <br />SPACED ALONG JOIST SPAN <br />DOOR SILL <br />RECESSPER <br />_\ <br />MANUFACTURER. <br />(IF REQUIRED)" <br />"— <br />4" CONCRETE SLAB ON 6 MIL POLY VAPOR <br />RETARDER FILM WITH 6x6 W1.41W1.4 W.W.F.; <br />SLOPE TOWARDS SERVICE DOORS. <br />ONE #5 CONTINUOUS. <br />TYP. @DOOR SILL <br />DETAIL <br />SCALE: 3/4" = 1'-0" <br />EACH JOIST TO BEAM <br />FE70 <br />TYP. JOIST AND DECK <br />DETAIL TYP. BRIDGING/ CROSS BRIDGING SECTION 8 DETAIL TYP. INTERIOR ROOF BEAM SECTION <br />S3.0 <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br />ONE #5 EACH FACE IN LINTEL CMU. <br />SOLID GROUT TOP TWO COURSES <br />1_3X3X4" LEDGER ANGLE ATTACH TO GROUTED <br />MASONRY WITH 0"XY SIMPSON TITEN HD @ 16" O.C. <br />TYP. JOIST AND DECK <br />11 DETAIL TYP. RAKE WALL ROOF FRAMING SECTION <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />CONTINUOUS 362T125-43(33) METAL STUD TRACK. SEE CFS DETAILS <br />STIFF -CLIP AL362 ATTACHED TO ANGLE WI (2) FASTENERS F-3 AND (4) ' <br />FASTENERS F-3 TO VERTICAL STUD <br />L4X4X4' CONT. EDGE ANGLE ATTACHED TO EACH JOIST WITH (2)1 'X12' FILLET <br />WELDS <br />362S162-43(33) VERTICAL STUDS @ 16" O.C. ATTACH TO TOP TRACK W/ (2) <br />FASTENERS F-2. ATTACH TO BOTTOM HORIZONTAL STUD WI (4) FASTENERS F-3 <br />e" DENSGLASS ATTACHED W/ FASTENERS F-6 @ 8" O.C. TYP. EXTERIOR SHEATHING <br />3628162-43(33) HORIZONTAL STUDS @ 16" O.C. ATTACHED TO VERTICAL STUDS <br />W/ (4) FASTENERS F3 <br />5" ALLOWED 1.5X22GA. GALVANIZED METAL DECK <br />FOR POLY ISO ATTACHED W/ FASTENERS F-3 @ 6" O.C. <br />OVER JOISTS AND AT PERIMETER. SIDE <br />ATTACH JOIST TO CMU USING STIFF -CLIP AL362 LAPS REQUIRE (1) FASTENER F 3 <br />ATTACHED TO MASONRY W/ (2) FASTENERS F-4 _ <br />AND TO CFS WI (4) FASTENERS F-3. ATTACH TO `�'` • • - 600S162-43(33) CFS JOISTS @ 16" O.C. <br />�` <br />VERTICAL STUD WI (4) FASTENERS F-3 <br />ONE #5 EACH FACE IN LINTEL CMU. CLOSURE ANGLE L 2X2X0.143 @ EACH END <br />■ OF JOIST. ATTACH EACH LEG TO CFS WI <br />SOLID GROUT TOP TWO COURSES +?: FASTENERS F-3 <br />',. <br />15 DETAIL HIGH FRAMING DETAIL <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />(1) #5 EACH FACE CONT. <br />SPLICED PROPERLY FROM <br />LINTEL C.M.U. BEAM ADJACENT <br />7 8'W X 24"D X 4'-31 SOLID GROUT BEARING <br />BLOCK. FORMED AND CAST -IN -PLACE —Z O <br />TYPICAL @ VERTICAL EMBEDDED ITEMS a� O <br />O <br />-4 <br />ONE #5 EACH FACE IN LINTEL CMU. <br />SOLID GROUT TOP TWO COURSES <br />8" REINFORCED MASONRY WALL WITH <br />CONCRETE TIE BEAM AT TOP- SEE PLAN. <br />INSTALL #5 VERTICAL @ 40" O.C. PER PLAN <br />L 3X3Xa'XCONT. DECK <br />LEDGER ANGLE ABBUTS <br />BEAM ON EACH SIDE <br />� TYP. JOIST AND DECK <br />(2) #FS UNDER EACH CELL UNDER BEARING SP-2 WI (3) CB-TS <br />BLOCK. SEE PLAN. STEEL BEAM - SEE PLAN <br />EA-1 IN GROUT <br />BEARING BLOCK. SEE <br />FABRICATION DETAILS <br />5" <br />12 DETAIL TYP. RAKE WALL ROOF FRAMING SECTION <br />S3.0 <br />SCALE: 3/4" = 1'-0" <br />V-6" MAX. TYPE "S" OVERHANG <br />LLOWED FOR POLY ISO <br />TYP. DECK AND BAR JOIST. SEE <br />PLAN AND OTHER DETAILS <br />STEEL COLUMN BEYOND. SEE PLAN <br />STEEL BEAM. SEE PLAN <br />362SLT250-43(33) ClarkDietich <br />MaxTrak SLOTTED DEFLECTION <br />TRACK ATTACHED TO BEAM W/ <br />FASTENERS F-5 BETWEEN STUDS <br />362S162-43(33) VERTICAL STUDS @ 16" <br />O.C. ATTACH TO TOP & BOTTOM TRACK <br />W/ (2) FASTENERS F-2. <br />5 TYPE "X" DENSGLASS SHEATHING <br />ATTACHED TO CFS W/ FASTENERS <br />F-2 @ 6" O.C., TYP. <br />362T125-43(33) TRACK ATTACHED <br />TO STEEL BEAM TOP FLANGE W/ <br />FASTENERS F-5 @ 16" O.C. <br />L <br />0 0 <br />c% <br />QD <br />mrn <br />Ch M m <br />IL LL U <br />O <br />� U <br />> O <br />J Z <br />m � <br />2 w <br />[n N Z <br />co W <br />w w <br />w <br />m <br />cM 4 <br />� Q <br />2 <br />' <br />E <br />J <br />N <br />a) <br />�> I_ <br />W C <br />�a) <br />L� <br />Lu <br />co ai <br />O� <br />w o <br />O¢Z z0—'Q 0 <br />NLLwcaz<Z< n � <br />m-1wFtwa��w=m <br />WJ m�5W <br />W m W w O m N U) w <br />fr-=— <br />F--O�0>0< <br />OQ cn=Z�ti <br />Q(w9Uw�m�WZ�F}O- <br />S d m m= O wIII W mLLJ J <br />}JF-C�m=coW wm <br />p W P W mm <br />H Z W Z Z= m Q 0 <br />Qc�0 <br />0W a <br />W U m <br />W <br />V�O m O <br />L� <br />0 <br />0 <br />U <br />< <br />J <br />u- <br />0 <br />u) <br />J <br />m <br />N <br />Q <br />Im <br />Q <br />J <br />W <br />w <br />N <br />JOB NO. <br />E19-208 <br />DATE <br />08/27/2019 <br />DRAWN <br />AG <br />DESIGN <br />AG <br />STRUCTURAL <br />DETAILS <br />S3.0 <br />