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�f � J— <br />I I I I lippillII <br />_. _.�...T <br />__. ...... _... ____. _. _._._,..._.. <br />5SIDES,, <br />TRU55 BEARING/ . <br />TRU55 BEARING/ <br />TOP OF 5TL. 9M1 <br />TOP OF Cow- SM. <br />' <br />V <br />EL.: PER PJ N <br />EL.: PER PLAN <br />lb <br />3/8' x CONT. BEARING, PLATE <br />b005162-43 6ALV. a <br />E3 <br />PLATE N 5/b" 0 x 6° LONG - <br />16' 0/C. MAX. <br />55B <br />HEADED 5%D5 a .2" 0/C. <br />i <br />(STA56ERED) <br />T150.66 6ALV. / <br />/ <br />CANT. TOP. <br />IS 'Ibl-U 5ALV. a- <br />/ <br />5EE SILL eHEADER/ <br />NOTE: <br />SEE SECTION 10/5E3 FOR <br />6' 0/C. MAX. (BEYOND <br />STEEL TRIPS <br />DETAIL TO THE RIGHT. PER RAN. <br />13EYDN. <br />TYPICAL NOTES. <br />1 IN FOREGROUND) <br />/ <br />PROVIDE OBL. STUDS EA. <br />/ <br />SIDE OF EA. OPENING. <br />/ <br />bOGT50-43 6ALV. <br />bOO5162-43 GALV. <br />/ <br />CONT. W/ 6005167.43. <br />16, O/C, MAX. <br />NESTED) <br />IS <br />/ 80Gn50-68 GALV. <br />CANT. BOTTOM. <br />b00T150-43 GALV. <br />7 •5 WIT. IN EA. OF (2) <br />4 <br />CONT <br />50LID GROUT FILLED KO. - <br />-OI5T BEARING/ <br />TOP OF 5TL. BM. <br />BLOCKS AT ELEVATION <br />WHERE TRESS B CHORD <br />HA <br />INTERFACES NWALL. <br />_ <br />EL.: PER PLAN <br />1rnICAL slu AND <br />HEADER DETAIL <br />NOTE: STEEL STUD FRAMING 5HOHN <br />INDICATES MIN, SIZES, GAGE, <br />lb l SPACING. SEE 'LIGHT 6AUOE <br />COLD FORD STEEL DgIBN <br />/ SHOP DRAWING' NOTE ON SHEET <br />_ <br />SN.2. <br />12 SECTION <br />553 5calc: 3/4" . I'-0" <br />TYP <br />i <br />�ALb' xE5'GC,:TVERT.5J \ <br />1 <br />TO MATCH SLOPE OF 3/4" DIA. THRU <br />TOP CHORD. (I EA. SIDE BOLTS. (2 IN EA. <br />OF IT, STEM) AN6_E SEAT) <br />STEEL COL. PER <br />PLAN. <br />DETA L. 7RU55 SEAT <br />CONNECTION AT WIPE <br />FLANGE COLUMN <br />i <br />PLATE 6"x6'kl4 SA. 6ALV. CONT. <br />NY p12 SELF DRILLING, SELF <br />RIDGE BY. PER PLAN, <br />TAPPING SLREYI.S. 12 SCREWS AT 1 <br />COPE TOP A5 REOV <br />EA. FLUTE, EA. LEG, <br />TO IT AROUND 'T' <br />FLANGE. <br />CONT. BENT PLATE I/4'x6'x6' <br />FOR DECK SUPPORT. <br />I,. <br />T„ <br />_ EA. 12" ® 12' <br />1 <br />1/4" 5TEEL PLATEHELPED <br />TO <br />TYP <br />OF STEM.�7, <br />/ <br />\� 41 /// <br />CONNECTION DETAIL <br />E AT TRUSS RIDGE <br />RATE 3/b'xb`xIO" W/ <br />(b) 3/4' DIA, x b" <br />�a LONG HEADED STUDS. <br />'YP <br />R106E TUBE <br />PER PLAN, <br />RIDGE BEAM <br />F EMBED PLATE <br />553 Scale: I I/7" • I'-0" <br />STEEL TRU55. <br />OLAT'ON PER RAN, <br />SEE TRESS PROFILE ON <br />SHEET 54 FOR MEMBER <br />SIZES 1 CONNECTIONS. <br />b' WIDE x 12' DEEP x 5/8' <br />THICK EMBED R W % 3/4' 0 <br />x 6' LONG HELDED STUDS. <br />BREAK FACE SHELL AS <br />REO'D TO SET EMBED <br />PLATE. <br />I SECTION <br />553 Scab: 314' . 1'-0' <br />TYP <br />114" 6U55ET It's <br />• 24' 0/' <br />NOTE: SHOP WELD BENT R <br />' <br />W17}I 61fhEr5. <br />1 <br />' <br />10 <br />1 <br />1/4' BENT It CONT. FOR DECK <br />SUPPORT. HORIZ. LEG TO MATCH <br />SLOPE. VERT. DIM. TO BE VERIFIED <br />AFTER STEEL 7RU55 15 FABRICATED <br />3/b' x CANT. BEARING PLATE <br />RATE W/ $16" 0 x b" LONG <br />HEADED STUDS 5 12' OIC. <br />(STAGGERED) <br />DETAIL DECK SUPPORT <br />A BETWEEN 7RU55E5 AT WALL <br />553 50010: 1 1/2' = 1'-0' <br />14 <br />3' <br />i <br />1/4- BENT R. CONT. FOR DECK <br />SUPPORT. HORIZ. LEG, TO MATCH <br />SLOPE. VERT. DIM. TO BE VERIFIED <br />TYP <br />AFTER STEEL TRU55 15 FABRICATED. <br />TOP OF 5TL BM. <br />EL.: PER PLAN <br />1/4" GUSSET R's <br />0 24' O/C. (MAXJ <br />NOTE: SHOP WELD BENT IE <br />/Ib \" 0. /,.n.P <br />" <br />WITH GU55ET5. <br />07L� <br />DETAIL DECK SUPPORT BETWEEN <br />B TRUSSES AT STEEL SEAM <br />R106E STEEL TUBE <br />PER RAN. <br />1 CLEAR PROVIDE SLOT AT CONCRETE <br />TYP <br />Tom) BEAM TO ALLON STEEL TUBE <br />�tHRL CONTINJdUSLY. <br />r o- 0=0 <br />II <br />mo-- <br />I mkm- <br />G DETAIL <br />553 5wb: 3/4' = 1'-0' <br />PLATE 3/b"x6"x1-5/b" W/ <br />�2) 5/8' DIA, x 6' LONG <br />HEADED STUDS. <br />TOP OF GONG. &4. 3 <br />EL.: PER PVW <br />T <br />TOP OF CONIC. BM. <br />`f EL.. PER PLAN <br />Q II <br />I <br />I <br />46 'xb'xI/7' L LEI. (4 3/4' SAGE) <br />HOT DIP 5ALV. WIT (ROLLED <br />TO RADWS) PU 5/6' 0 x 6' LC* N <br />HEADED 5IDD ANCHORS 0 16' OX. \ <br />MAX <br />10 SECTION <br />553 5calc: 5/4" • I'-0" <br />HEAD FETE <br />EL.. 10'-b" <br />SEE <br />OET/ <br />ARCI <br />BUILDING 5E0ION NOTES l <br />LEEB�LLI <br />Oj • POURED CONCRETE FOOTING <br />PER PLAN. SEE SCHEDULE <br />B g <br />ON SHEET SDI FOR SIZE 4 <br />' <br />REINFORLIN6, <br />Q • 4- CONCRETE SLAB ON VAPOR BARRIER <br />W/ bxb W2D/ W2.0 WWM. REFER TO <br />-� <br />j <br />REQUIREMENTS 1 NOTES FOR 5LAB5 ON <br />GRADE ON SHEET 5N-1. <br />U LL <br />• <br />® SEE DETAIL CONCRETE 5LA5 <br />EDGE HAUNCH ON SHEET SDI. <br />p <br />m <br />WN <br />® • SEE 'VERTICAL BAR SPLICE <br />s <br />w 3 <br />TABLE' ON SHEET SD7 "OR <br />5RICE REGUIREMENT5. <br />OS a VERTICAL MA50NIiY REINFORCING PER <br />Q <br />Z l <br />PLAN. SEE DETAILS 1 2, 1 3 ON 5HT, <br />i <br />501 FOR BAR PLACEMENT IN CELL. <br />y <br />g <br />© • INDICATES HORIZONTAL MASONRY <br />JOINT REINF. • 16' 0/6. MAX. ME <br />; <br />U Y <br />DETAILS ON SHEET SDI. <br />O : b" OR 7" CONCRETE BLOCK. <br />OB • SEE SILL NOTE ON TYPICAL LINTEL <br />) ` <br />Z I. <br />DETAILS OVER MD.'s ON SHEET <br />^: <br />r <br />Q Q a <br />W-2 FOR SILL REGLAREMENT5. <br />H <br />i <br />Q9 LINTEL HEADER OVER MASONRY <br />OPENING. SEE TYPICAL LINTEL <br />I <br />DETAILS OVER M.O.b ON SHEET <br />n j <br />50.7 FOR REQUIREMENTS. <br />OO • POURED CONCRETE BEAM PER RAN <br />0 <br />°' g ` <br />SEE SCHEDULE ON SHEET E02 FOR <br />SIZE 1 REINFORCING. <br />6 n , <br />^ ,P n m 0 <br />II • SEE DETAIL A/5D3 FOR STIRRUP <br />SPACING OVER M O.'e (TYPICALi <br />; <br />p g E °f 0 <br />• <br />O TYPICAL BAR .GIST BEARING <br />B c m <br />0 t <br />a Ft <br />PLATE SEE DETAIL ON SLEET <br />`. 503.(TYP) <br />I <br />Y <br />-� c c ¢�Q <br />tiS �OO.mrQ 0 <br />13 STEEL JOIST PER PLAN. <br />„ <br />.... ..... <br />..._. ..................... -. _...., <br />14 MIL, DECK TYPE, GAGE, AND <br />} <br />s <br />WELDING REOMNTS PER NOTES <br />1 ROOF FRAMING PLAN. <br />; <br />Q <br />L <br />R- 15 4 3"x3NI/4" CONT. <br />I- Ib 2 15 WIT. IN SOLID &RMT <br />.E� <br />Z <br />FILLED KD. BLOCK. <br />ai <br />Z g <br />,� <br />IT • SOLID GROUT CELLS <br />0 ALL BOLT LOCATIONS. <br />ID • STEEL BEAM PER PLAN. <br />S <br />i <br />19 • SEE DETAIL AW4 FOR CON. <br />OF DECK AT INTERIOR ROOF <br />„I <br />BEAM. <br />® . INDICATES HORIZONTAL MASONRY <br />W <br />JOINT REINFORCING 0 16' G/C. MAX <br />W <br />W Eft' EYE a PINTEL BRICK TIE <br />ASSEMBLY 0 Ib' 0/C. HORIZ. FINISH <br />F e~� <br />' <br />TO BE HOT DIP GALVANIZED. (15 OxFA. FTJ <br />£ <br />N 3 <br />SEE DETAIL A/551. <br />QI • PROVIDE 14 6A. 6ALV CORRUGATED <br />2 „.__..,..._. <br />_.. ....._.._...... _ <br />STRAPS AT 16' C/C. EACH WAY NORIZ. <br />1 VERTJ AT POURED CONCRETE. ATTACH <br />e <br />j <br />W//4' 0 xl 3/4° TAPCON MASONRY ANCHOR. <br />PROVIDE 3' MIN. CONTACT IN BRICK BED JOINT <br />® • 4 3"x3NI/4" CONT. W/ 5/8' 0 <br />A-30'1 THREADED RODS 0 <br />b, O/C. DRILLED S"INTO <br />3 ' <br />MASONRY t SET IN SIMPSON <br />STRONG TIE 'SET' EPDXY. <br />= BENT RATE T"x5'x1/4' (L.L.VJ <br />¢ '. <br />CONT. <br />i <br />® • 105 CONT. IN SOLID ORCU7 FILLED K.O. <br />BLOCK. <br />OmmNO: 12010.00 <br />ate 0,116/1 <br />SF/ RMT <br />io �nie eyisr .�,W..K.._.._....�..TMe_.�: <br />i I�HE�4WIE-HEILOINC PLT 'MIMj <br />I <br />SEC,r ION 02013 HARVARD JOLLY INC.j <br />553 Scale: 3/4" . I'-0" <br />©THESE DRAWINGS & THEIR CONTENTS ARE THE SOLE PROPERTY OF WEBER & TINNEN, P.A. STRUCTURAL ENGINEERS. SSJ <br />USE OR COPY OF ALL OR ANY PORTIONS IS BY CONTRACT ONLY. LNAUTHORIZED USE WILL BE PROSECUTED <br />