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Building Data <br />Wind Velocity_ 140 mph (Ultimate) Internal Pressure Coefficient: +1- 0.'18 <br />Basic Wind Spd_ (3 sec_) 109 mph (ASD) (Enclosed Building Per ASCE 7-10) <br />Width of Edge Strip: 6.0 <br />Risk Category: if Height & Exp_ Factor_ 1 <br />Roof Angle,A (degrees) 0- 0Ar < 0 < 7.011 Roof Dead Load Resisiting-. 18 psf (Ultimate) <br />Exposure Category: B 12 psf ASD <br />Wind Design Loads - Roof, Walls, Windows, Doors, Components & Cladding <br />ROOF <br />WALLS, <br />DOORS, WINDOWS <br />ZONE <br />AREA (ft) <br />DESIGN PRESSURE <br />(psf) <br />ZONE <br />AREA (ftz) <br />DESIGN PRESSURE (psf) <br />Pas. <br />Neg. <br />Net Uplift (ULT.) <br />Net Uplift (ASD) <br />Pas. <br />Neg. <br />1 <br />10 ft[2] <br />14.3 psf <br />-35-3 psf <br />-17.3 psf <br />-9.2 psf <br />4 <br />10 ft[2] <br />35.3 psf <br />-38.2 psf <br />1 <br />20 ft[2] <br />13.4 psf <br />-34.4 psf <br />-16.4 psf <br />-8.6 psf <br />4 <br />20 M21 <br />33.7 psf <br />-36.7 psf <br />1 <br />50 ft[2] <br />12.3 psf <br />-33-2 psf <br />-15.2 psf <br />-7.9 psf <br />4 <br />50 ft[2] <br />31.6 psf <br />-34.6 psf <br />1 <br />100 ft[2] <br />11.4 psf <br />-32.3 psf <br />-14.3 psf <br />-7.4 psf <br />4 <br />100 ft[2] <br />30.0 psf <br />-33.0 psf <br />2 <br />10 ft[2] <br />14.3 psf <br />-59.2 psf <br />Al -2 psf <br />-23-5 psf <br />4 <br />500 ft[2] <br />26.3 psf <br />-29.3 psf <br />2 <br />20 ft 21 <br />13.4 psf <br />-52.9 psf <br />-34.9 psf <br />-19.7 psf <br />5 <br />10 ; 2 <br />35.3 psf <br />-47.2 sf <br />2 <br />50 ft[2] <br />12.3 psf <br />-44.5 psf <br />-26.5 psf <br />-14.7 psf <br />5 <br />20 ft[2] <br />33.7 psf <br />-44.0 psf <br />2 <br />100 ft[2] <br />11.4 psf <br />-38.2 psf <br />-20.2 psf <br />-10.9 psf <br />5 <br />50 ft[2] <br />31.6 psf <br />-39.8 psf <br />3 <br />10 ft[2] <br />14.3 psf <br />-89.0 psf <br />-71.0 psf <br />-41.4 psf <br />5 <br />100 ft[2] <br />30.0 psf <br />-36.7 psf <br />3 <br />20 ft[2] <br />13.4 psf <br />-73.8 psf <br />-55.8 psf <br />-32-3 psf <br />5 <br />500 ft[2] <br />26.3 psf <br />-29.3 psf <br />3 <br />50 ft[2] <br />12.3 psf <br />-53.5 psf <br />-35.5 psf <br />-20.1 psf <br />3 <br />100 ft[2] <br />11.4 psf <br />-38.2 psf <br />-20.2 psf <br />-10.9 Psf <br />(Totes_ <br />1) For effective areas between those given above the toad may be interpolated, otherwise use the load associated <br />with the lower effective area_ <br />2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively_ <br />3) See ;pressure zone diagrams above for corresponding zones_ <br />4) Roof coverings, finishes, etc_.. Shall be designed for the U negative design pressure. <br />5) Roof framing members stall be -defined to resist the net uplift design pressure._ <br />6) Net Uplift (ULT) = 0.9 DL + 1.0 W <br />Net Upilift (ASD) = 0.6 DL + &6 WL <br />)e Strip <br />WALL PRESSURE ZONES <br />(ISOMETRIC VIEW) <br />Q <br />a = Width of Edge Strip <br />ROOF PRESSURE ZONES <br />(PLAN VIEW) <br />NEAREST PANEL POINT <br />ON TOP CHORD <br />WELD L 2 1/2" x 2 1/2" x <br />3/16" AT OPPOSITE FACE <br />FROM VERT. STRUT <br />LOCATION TO NEAREST <br />PANEL POINT ON TOP <br />CHORD <br />NEW <br />RTU <br />POINT <br />LOAD <br />3 OUTSIDE <br />(MIN.) PANEL <br />POINT <br />2" <br />(MIN.) <br />CURB FRAME EXISTING STEEL <br />REFER TO 5/52c JOIST (FIELD <br />VERIFY) <br />TYP. - ANGLE TO JOIST <br />WELD L 2 1/2" x 2 1/2" x <br />3/16" VERTICAL STRUT AT <br />RTU CURB FRAME ANGLES <br />LOCATION TYP. - ANGLE TO ANGLE <br />fE 1/4" WELDED <br />ON EACH FACE <br />AT JOIST SEAT <br />NEW ROOF TOP UNIT <br />(SEE MECHANICAL <br />DRAWINGS FOR SIZE <br />AND LOCATION)" <br />WELD NEW L 2" x 2" x 3/16" <br />WEB REINFORCEMENT TO <br />EXISTING WEB MEMBERS <br />ON ONE SIDE <br />(+/-) 20'-0" WEB <br />REINFORCING, REP< <br />ALL WEB MEMBER <br />WITHIN (+/-) 20'-0" <br />TO BE REPAIRED <br />NOTE: <br />JOIST REPAIRS NOT <br />3 REQUIRED AT JOIST <br />S2b END OPPOSITE OF RTU <br />EXISTING STEEL <br />JOIST PROFILE <br />(FIELD VERIFY) <br />NEW CONT. (2) 5/8"0 x 20'-0" LONG <br />(GENT RED ON JOISTS) A36 STEEL <br />RODS TOP AND BOTTOM (OPPOSITE <br />FACE) DO NOT SPLICE. <br />1(2)1 DETAIL J(DI DETAIL I <br />SCALE: N.T.S. SCALE: N.T.S, <br />TYP. - ANGLE <br />TO JOIST <br />(F(ELD VERIFY) <br />III <br />STRUTAL AT RTU CURB FRAME ANGLES <br />III <br />II <br />LOCATION - REFER TO 4/52c <br />II <br />III <br />------------------------ <br />III <br />III <br />III <br />III <br />III <br />I <br />I <br />I <br />I <br />I <br />OPENING SIZE <br />I <br />I <br />I <br />I <br />III <br />III <br />III <br />I <br />AND LOCATION <br />TO BE VERIFIED <br />III <br />W/ TRADES <br />III <br />(III <br />I <br />I <br />I <br />I <br />INVOLVED <br />I <br />I <br />I <br />I <br />III <br />(III <br />II <br />I <br />III <br />III <br />II <br />L 4" x 4" x 1/4" (TYP.) U.N.O. <br />4 x 3/8 RTU-I, RTU-2, <br />RTU-3 <br />3/16 <br />TYP ANGLE TO ANGLE <br />EXISTING STEEL <br />WELD L 2 1/2" x 2 1/2" x 3/16" AT JOIST TOP CHORD <br />OPPOSITE FACE FROM VERT. (TYP.) <br />STRUT LOCATION TO NEAREST <br />PANEL POINT ON TOP CHORD - <br />REFER TO 4/52c <br />DETAIL 101 DETAIL <br />SCALE: N.T.S. SCALE: N.T.S. <br />BEAM SIZE <br />BOLTS <br />fE LENGTH "H" <br />NO. OF STUDS "Q" <br />W14 <br />3 ROWS <br />131,1 <br />ro <br />6" <br />NOTE: <br />SLOT BEAM WEB OR REFER TO <br />5TRUCT. NOTES/SPECS FOR a <br />COVER PLATE AT LONG -SLOTTED <br />HOLES. <br />WALL AND TIE BEAM SHOWN <br />FOR REFERENCE ONLY. REFER <br />TO PLANS FOR SPECIFIC <br />CONDITIONS. <br />CONNECTION SHOWN FOR <br />GRAPHICAL REPRESENTATION <br />ONLY. REFER TO STRUCTURAL <br />STEEL SECTION OF STRUCT. <br />NOTES/SPEC. FOR ADDITIONAL <br />INFORMATION. <br />-EMBED R 1/2" w/ 3/4"0 THREADED <br />HEADED STUDS AND 1/6"xl" STEEL <br />BARS (WELDED) <br />-WHERE STEEL BEAM DOES NOT <br />FRAME INTO CONCRETE COLUMN <br />OR BEAM, PROVIDE A MINIMUM OF <br />24" LENGTH OF CONCRETE TIE <br />BEAM w/ (2) 05 TOP 4 BOTT. w/ <br />03 TIES AT 8" O.G. <br />-DOUBLE ANGLE BEAM CONNECTION w/ <br />LONG SLOTTED HOLES. SHIP LOOSE <br />AND TACK WELD NUT TO BOLT AFTER <br />ERECTION. <br />TYP. - ANGLE TO JOIST I/8" <br />EXISTING JOIST <br />(FIELD VERIFY) <br />WELD NEW L 2" x <br />2" x 3/16" WEB <br />REINFORCEMENT <br />TO EXISTING WEB <br />MEMBERS ON ONE <br />SIDE <br />ODESIGNJI U 0 GR1TrR1A4 101 DETAIL JI 0 DETAIL <br />SCALE: N.T.S. SCALE: 3/4" = 1'-0" SCALE: N.T.S. <br />fE 4" WELDED ON <br />EACH FACE AT <br />JOIST SEAT <br />EXISTING JOIST <br />SEAT (FIELD <br />VERIFY) <br />NEW CONT. (2) 5/8" 0 GR50 <br />(A529 OR A512) STEEL <br />RODS N-TOP / I -BOTTOM) - <br />DO NOT SPLICE <br />I/8" K 2" AT 12" <TYP. - ROD TO JOIST <br />REVISIONS <br />BY <br />1Q 03. 10. 15 <br />- - - <br />i <br />�00 <br />00 <br />CV)N <br />-- <br />oti e <br />o <br />�xti U�U <br />U,cxd y <br />. . U <br />Cd <br />U N <br />a, <br />E��� <br />Q rn o <br />3 <br />C C\1 <br />ti <br />r a. <br />N <br />x <br />L j co t0 <br />z 0toM� <br />co Lo <br />C <br />I <br />�. <br />zw0)z <br />� <br />�� <br />v <br />n- r w <br />LtJ o <br />z_ U z� <br />• x <br />�Qc <br />oli <br />zc�n o=;r, <br />W o <br />• 00 <br />�U� <br />c J <br />cnU0 <br />z Ii Lj <br />; I <br />cU) <br />o <br />= <br />�U 0 <br />d� <br />=00 <br />3C <br />00 <br />d <br />U U <br />- Z <br />Z 0 <br />J J <br />us <br />L �J <br />J <br />o ,L. t <br />C <br />cUW E vi <br />U D <br />o =v <br />O�L�-° <br />W o O <br />U <br />c O N-C <br />Q (O <br />�V <br />0 Q <br />LA.. <br />L <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />S2c <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\S02b-FRM DETAILS.dwg, 3/24.!2015 10:38:15 AM, sharrison, Xerox 6604 PS.pc3 <br />