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t OF JOISTS (SEE PLAN) ,, <br />THRU BOLTS 4"M EACH CORNER <br />RO <br />FRO <br />N <br />{E 1/4" x 6" x 0'-8" m <br />` <br />AND 24" O.G. MAX, (MIN. <br />w/ (2) 1/2" DIA. x 6" <br />POINT LOAD <br />3/16 <br />3 PER SIDE) TYP. ALL <br />HEADED <br />DOIS STUDS <br />PUDDLE WELD AT SUPPORTS, <br />„ �� �� <br />L3 x x 1/4 <br />4 SIDES. <br />FOR � - <br />SEE PLAN NOTES FOR SIZE <br />AND PATTERN, <br />DEC !C W�D7H <br />STEEL JDIST <br />I I TYP. U.N.O. I I <br />. <br />E' I w/ 4/84.4) I ` I <br />RTU <br />7 <br />, <br />614 <br />REFER TO PLAN, <br />1ICOOR'p. <br />P.T. WOOD NAILER/ <br />CAP AND <br />METAL DECK <br />4- <br />I <br />I <br />iMASONRY <br />FILLER <br />CONT. L3" x 3" x 3/16" N FLASHING. COOR'D. w/ ARCH. <br />TEK SCREW FASTENERS EQ. <br />SPACED W SIDE LAPS ° <br />--- <br />-- <br />REFER TO PLAN. <br />I ------- ----------------- <br />------ I <br />I i i <br />= -_ <br />- <br />ROOFING SYSTEM <br />WELD t0 EA. JOIST, <br />I/2" SEE PLAN OIL <br />BTWN. SUPPORTS. SEE ° <br />° <br />i " i <br />i <br />' <br />i I I <br />@ Z <br />REFER TO ARCH. <br />TOP/MASONR <br />PLAN NOTES FOR SIZE AND <br />I I <br />_ <br />V2 1/2" • <br />PATTERN. ° <br />i i <br />i I I <br />FACTORY <br />4" (MIN.) BEARING <br />ROOF TOP <br />lo <br />JOIST TOP I I i <br />i I I <br />- - - CURB <br />(1) COURSE K.O. <br />_ <br />FILLER DEGK SHEET <br />CHORD i <br />i <br />METAL ROOF BLOCK w/ (1) +*v CONT. <br />AS REQUIRED. <br />_ <br />_°- <br />I I i <br />I I <br />----------- ------ <br />DECK REFER t0 <br />PLAN. <br />° <br />° <br />i i I <br />I i i <br />SEE PLAN <br />STEEL SUPPORT. ° r d <br />r r I°r <br />4 <br />I <br />I <br />gL <br />JOIST BRCS. <br />Idrd <br />JOIST OR BEAM _ I° <br />REFER TO PLAN r -- �° / <br />-------------------------------- <br />i <br />1/2"0 THRU-BOLTS <br />AT 24" O.C. <br />II <br />�� �� <br />WELD L2 1/2 x 2 1/2 x 1/4„ <br />L4„ x 4„ x II4 �� <br />r°r r r <br />r ' <br />- - ° <br />EACH SIDE OF JOIST <br />x 0'-4" LONG i i OPENING SIZE - SEE PLAN <br />i i <br />2 1I2 <br />I°I <br />FROM LOCATION OF LOAD <br />TO NEAREST PANEL POINT <br />(x4). INCREASE AND VERIFY w/ TRADE <br />FOR RTU FRAME I i INVOLVED <br />; ; <br />I I <br />RTU SUPPORT FRAME <br />TO STUD (2) COURSE (1) COURSE <br />METAL DECK r r to/ <br />REFER t0 PLAN <br />° <br />POINT LOAD <br />(ON OPPOSITE CHORD OF <br />ANGLES AS REQ' I I <br />I I <br />REFER TO 3/54 .4 <br />K.O. BLOCK w/ (1) "5 CONT. <br />1°r1 I°1I 1 <br />r <br />° <br />JOIST). <br />TYP. 3/16 <br />JOIST WEB STIFFENER. <br />EA. COURSE <br />dl rr <br />° <br />REFER TO 2/64.4, <br />° <br />° <br />N�T�. <br />1. LOCATE L3" x 3" x 1/4" FRAMES AROUND <br />ALL ROOF OPENINGS <br />STEEL JOIST. <br />° <br />JOIST NOT REQUIRED <br />U.N.O, REFER t0 MECH. CURB FRAMING DETAIL FOR EQUIP. <br />FRAME ANGLE SIZES. <br />REFER TO PLAN. ROOF TOP UNIT FRAME SCHEDULE <br />STEEL ROOF JOIST <br />WELD AT 6" O.G. MAX. <br />_ <br />FOR POINT LOADENERS <br />UNIT WEIGHT <br />ANGLE SIZE <br />REFER t0 PLAN. <br />AT PERIMETER. <br />2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE <br />� 250 LBS AT TOP CHORD <br />OF OPENINGS PRIOR t0 STEEL FABRICATION.0 <br />- 65 �Ibs. <br />L4" x 3" x I/4" L.L.H. <br />VERY. REINF. <br />NOTES: <br />15100 LBS AT BOTT. CHORD <br />3. FRAME 15 REQUIRED FOR ALL OPENINGS <br />12" AND <br />6�6 - 1500 Ibs L4„ x 4 x 3/8 <br />HORIZONTAL JOINT REFER TO PLAN. <br />REINF. AT 16" O.G. <br />GREATER, <br />1501 - 3000 lbs L6" x 4" x 3/8" L.L.H. <br />TYP. MASONRY WALL. <br />I. MINIMUM DECK BEARING AT END <br />SUPPORTS 2 1/2" <br />(WHERE POINT LOADS OCCUR BETWEEN J015T PANEL POINTS) <br />3001 - 6000 <br />lbs L6" x 6" x 3/5" <br />REFER TO PLAN. <br />4. REFER TO JOIST STIFFENER DETAIL FOR <br />2. MINIMUM DECK LAP OVER SUPPORTS = 2" <br />JOIST STIFFENERS AS REQUIRED. <br />6001 - 8000 Ibs LS" x 6" x 7/16" L.L.H. <br />ooP <br />S NINGQIP�MNi�� <br />1NO <br />=�=D AL <br />2 <br />4 MSEcE�-cu ,4MINC <br />5 S�cTION <br />c O SCA <br />NOt TO SCALE <br />C <br />REFER TO 5/54.4 FOR <br />NEW EXISTING <br />—� <br />NEW <br />EXISTING <br />METAL STUD FRAMING AND CLIP <br />ADDITIONAL INFORMATION <br />ANGLE. REFER TO PLAN AND <br />AT STEEL ROOF JOIST BRG. <br />EXIST. MASONRY <br />WALL SECTIONS FOR ADDITIONAL <br />fE 1/4"x7 1/2"xC'-IC" REFER TO 6/54.4 FOR <br />EXIST. MASONRY <br />PARAPET WALL. <br />INFORMATION. <br />MASONRY CAP AND <br />w/ (4) 1/2"0 x 6" ADDITIONAL INFORMATION <br />HEADED STUDS AT METAL ROOF DECK <br />PARAPET WALL. <br />2 1/2" L4"x3"xl/4" CONT. (L.L.V.) <br />TYP. <br />FLASHING, COOR'D. W/ ARCH. <br />BRCS. <br />CONT. L4" x 4" x 1/4" w/ <br />, _ <br />FIELD VERIFY <br />2 I/2" WELD t0 EA. JSt. <br />r _ <br />FIELD VERIFYn <br />3/4"� HILTI-HIT HY15C <br />tOP/EXISt. <br />METAL ROOF 2 1/2" JOIST TOP CHORD <br />CONT. L4" x 4" x 1/4" w/ <br />SEE PLAN <br />CONT. BENT IIE 1/4" x <br />CONT. L3" x 3" x 3/16" <br />CONT. WELD TO EA. <br />TOP/EXfST, MASONRY <br />ADHESIVE ANCHORS AT <br />MASONRY <br />PECK REFER TO EXTENSION, <br />PLAN <br />3/4"� H1Lt1-Nit HYi50 <br />TOP/MASONRY <br />5" x 2 3/4" (L.L.H.) <br />N I I <br />_ <br />JOIST, <br />„ <br />24 O.G. MAX, IN GROUTED <br />- <br />ADHESIVE ANCHORS AT <br />(1) COURSE K.O. BLOCK w/ <br />�, jj <br />MAS, (6 3/4 EMBED). G.C. TO <br />STEEL ROOF I I <br />24'" O.C. MAX. IN GROUTED <br />(1) *5 CONY. <br />I23 42 „ <br />1 112�� 1 1/2 <br />VERIFY EXIST. MASONRY <br />JOIST. REFER <br />MAS•, 6 3!4" EMBED. <br />2 I/2" <br />GROUTED SOLID AND GROUT <br />SOLID AS REQUIRED. (TYP.) <br />I <br />t0 PLAN <br />2 1/2 „ <br />PARAPET VERT. REINF. <br />i <br />METAL ROOF DECK <br />REFER TO PLAN.METAL <br />METAL ROOF DEGK <br />'' <br />SEE PLAN <br />REFER TO PLAN, <br />90 STD. AGI HOOK <br />2 1/2 REFER TO PLAN. <br />METAL ROOF i, <br />REFER TDO PLAN.ROOF. <br />i+ <br />DECK REFER t0 i_ � -� <br />' <br />JOIST BRG. <br />--------------------------- <br />SEE PLAN <br />2 I/2" <br />------------------------- <br />PLAN. <br />SEE PLAN <br />_ <br />---------- -------------- <br />DECK BRCS. <br />---------- <br />SEE PLAN <br />DECK BRG. <br />------------------------ <br />JOIST $RG. <br />(2) COURSE (1) COURSE <br />E I ��\\ <br />EXIST. (2) COURSE K.O. <br />KO, f3LOGK w/ (11 +'5 CONT, <br />,�\ <br />`�� <br />���, <br />BLOCK wI (I J CONT. EA. <br />VARIES <br />EA. COURSE <br />COURSE. G.C. TO FIELD <br />VERIFY NOTIFY <br />(SEE ARGH.) <br />SEE PLAN <br />�' <br />EXIST. (2) COURSE K.O. <br />�,\ <br />- - <br />R O <br />ENGINEER OF ANY <br />BOTT./TIE BM. <br />,' <br />BLOCK w/ (1) 05 CONT. EA. <br />----------- ----- --- <br />DISCREPANCIES PRIOR <br />STEEL BEAM. <br />MASONRY WALL. <br />.'' <br />---------------------- <br />COURSE. G.G. TO FIELD <br />VERIFY AND NOTIFY <br />t4 CONStRUGtION. <br />REFER TO PLAN <br />STEEL ROOF JOIST <br />REFER TO PLAN. <br />ENGINEER OF ANY <br />BRIDGING, <br />L2 1/2" X 2 1/2" X 3/16" WELD <br />REFER t0 PLAN. <br />BRIDGING. <br />HORIZONTAL JOINT <br />(2) COURSE (1) COURSE <br />STEEL ROOF JOIST K.O. BLOCK w/ (I) IS <br />DISCREPANCIES PRIOR <br />REFER TO PLAN. <br />EXIST. MASONRY WALL. <br />TO BOTT, FLANGE. REFER <br />t0 PLAN WHERE REQ'D. <br />REFER TO PLAN. <br />REINF. AT 16 O.C. <br />TYP. <br />REFER TO PLAN, CONT. EA. COURSE <br />STEEL ROOF JOIST <br />REFER t0 PLAN, <br />TO CONSTRUCTION. <br />„ „ „ , „ <br />L2 I/2 x 2 1/2 x 3116 x 0'_ <br />- <br />REFER TO PLAN FOR <br />(PROVIDE AT MIN. OF 2 <br />L2 1/2" x 2 1/2" x 3/16" x 0'-6" <br />VERY, REINF. <br />90' Si'p. AGI HOOK VERt. REINF_ <br />EXIST. MASONRY WALL. <br />w/ 3/4"� HILTI-NIT HY150 <br />ADHESIVE ANCHOR INTO <br />EXIST. MASONRY CELLS <br />TO BE REINFORCED <br />JOI PER STEEL BEAM <br />AT i/3 POINTS.) tYP. U.N.O. <br />w/ 3/4 � HILTI-HIT HY150 <br />REFER TO PLAN. <br />REFER TO PLAN. <br />L6 x6 x5116 xl -C w/ 1/4 ��+'�''�� <br />REFER TO PLAN FOR <br />GROUTED MASONRY CELL. <br />- - - <br />AND/OR FULLY GROUTED <br />ADHESIVE ANCHOR INTO <br />HORIZONTAL JOINT MASONRY WALL. <br />STIFF IE w/ (2) 314 HILTI i <br />EXIST. MASONRY CELLS <br />G.G. TO FIELD VERIFY AND <br />TYP. <br />GROUTED MASONRY CELL, <br />REINF. AT 16" O.C. REFER TO PLAN. <br />HIT HY150 ADHESIVE <br />TO BE REINFORCED <br />GROUT EXISTING CELL <br />NOTE: GOOR'D. WALL <br />fo 3/4" EMBED <br />TYP <br />ANCHORS, 6 3/4" EMBED. <br />AND/OR FULLY GROUTED <br />SOLID AS REQUIRED TYP. <br />EXIST. ROOF <br />FINISH/SHEATHING <br />THICKNESS w/ ARCH. <br />6" 6" <br />TYP. <br />FRAMING NOT SHOWN <br />(TYP.) <br />- <br />EXIST. ROOF <br />FOR CLARITY. <br />� cl� 55EARRING <br />S cTION <br />SECTION <br />FORRR CLARIITTY.sNOWN <br />�Caj!ECTION <br />JOIST TO ST1= L S 4M <br />v 2S�211 <br />1 " SCALE: 3/4" <br />SCALE: <br />SCALE: 3/4" = 1'-0„ cam, <br />SCALE: 3/4" = I'-C" <br />METAL STUD FRAMING AND CLIP <br />ANGLE. REFER TO 1/53.3 FOR <br />CONT, L3" x 3" x 1/4" ADDITIONAL INFORMATION. <br />YHSS <br />CONT, BENT M 1/4" x <br />TYP. L4" x 3" x 1/4" CONT. (L.L.V.) <br />WELD TO EA, HSS. <br />2 1/2" <br />5" x 2 3/4" (L.L.H.) <br />"-12" <br />TYP. VL2 1/2,, 1/2 <br />METAL DECK. I <br />(MAX.) <br />REFER TO PLAN. <br />2 I/2" <br />TYP. <br />2 1/2" <br />TYP. <br />CAP e 1/2" x 1'-0" 4" <br />2"-12" <br />+e <br />--------rL - <br />1/2" MAX, <br />— <br />METAL ROOF DECK. <br />2 1/2" <br />2 1/2" <br />METAL ROOF DECK. <br />MATCH COL. DIM, MIN.). <br />RG. <br />METAL ROOF DECK <br />REFER TO PLAN. <br />METAL ROOF DECK <br />------------------ ------------------ � I <br />- �- i I <br />REFER TO PLAN. <br />REFER TO PLAN. <br />2 1/2" <br />TYP. <br />REFER t0 PLAN. <br />-- <br />2 1/2" <br />--'� HSS 2 I/2" x 2 1/2" x I/4" <br />---------------- <br />-� - - - <br />1/4" STIFF IE ! <br />------------- <br />'� <br />'��------- AT 4'-0" O.C. MAX. <br />_____---- <br />%STEEL <br />I i <br />`v <br />ROOF JOIST. <br />REFER TO PLAN VARIES <br />STEEL BEAM. (SEE ARCH.) <br />' <br />-------------- <br />----------- <br />REFER t0 PLAN <br />" x 21/2„x 3/16 <br />ZSTEEL ROOF JOIST <br />NO WELD E <br />STEEL ROOF JOIST. <br />REFER TO PLAN. <br />WELD TO BOTT. FLANGE. <br />BEYOND <br />REFER TO PLAN, <br />STEEL BEAM <br />REFER TO PLAN. <br />AHSTEEL <br />REFER TO PLAN WERE <br />REQ'D. (PROVIDE AT MIN. <br />STEEL BEAM. <br />STEEL ROOF JOIST <br />REFER TO PLAN, <br />I I <br />I I <br />fE 112" <br />STEEL ROOF JOIST <br />BEAM. <br />REFER TO PLAN. <br />STEEL ROOF JOIST <br />REFER TO PLAN. <br />OF 2 JOIST PER STEEL <br />BEAM AT(1/3 POINTS.) TYP. <br />REFER TO PLAN. <br />L2 1/2 x 2 1O 3/16 <br />I I <br />NSS COLUMN. <br />REFER TO PLAN. <br />" <br />L2 I/2 X 2 1/2 " X 3/16 <br />L) . <br />WELD TO BTTFLANGE. <br />UN O <br />REFER TO PLAN WHERE <br />i i <br />REFER TO PLAN. <br />WELD TO BOTT. FLANGE. <br />REQ'D. (PROVIDE AT <br />REFER TO PLAN WHERE <br />MIN. OF 2 JOISTS R <br />STEEL BEAM AT 1/3 <br />NOTE: <br />STEEL BEAM CONNECTION <br />REQ'D. (PROVIDE At MIN. <br />of 2 JOIST PER STEEL <br />POINTS.) TYP. U.N. . <br />NOT SHOWN FOR CLARITY. <br />BEAM At 1/3 POINTS.) <br />tYP, UN.O. <br />11 JOIST To 8E>�M <br />12 SECTION <br />" '_ " <br />SCALE: 3/4 1 0 <br />13 SECTION <br />SCALE: 3/4" = I'-0" <br />14 SECTION <br />SCALE: 3/4" = 1'-0" <br />1 SECTION <br />SCALE: 3/4" = 1'-0" <br />REVISIONS <br />BY� <br />FMv. 4 - 'i/25AI <br />- p_ <br />M <br />va_ <br />1 <br />Va A <br />H <br />U a <br />In <br />UO <br />o�� <br />o04 <br />oc�r� <br />Cq <br />Z v CO <br />roo <br />-1- <br />"? t <br />Cnz <br />LO <br />�W <br />�N <br />W zap <br />6 <br />2'U LL. <br />No <br />d <br />W 0'u::�� <br />�o) <br />Z�w <br />N� <br />_ <br />ZE� <br />d� <br />a c �- <br />o <br />z^ <br />U <br />0 <br />�v <br />O � <br />M � <br />_U <br />_Z <br />� dam' <br />0 <br />U <br />x Q p <br />W <br />U <br />Q _o <br />V) s—V— <br />Ld o <br />LID _ <br />0 M <br />0 Q <br />O <br />CL N <br />L <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr:. GM <br />Drawn: <br />Job: 09-45 <br />Sheet <br />S4.4 <br />