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Building Data, <br />Wind Velocity. 1 0 Mph (Ultimate) Interr'I. I Pressure Coefficient +1- .18 <br />Basic Wind Spd_ (3 sec.) 109 mph (ASD) (Enclosed Building Per ASC E 7-10) <br />Width of Edge Strip_ 6-0 <br />Risk Category: 11 Height & Exp- F ctor_ 1 <br />Reef Angle,A (degrees) : 0_ir < 0 < 7.00 Roof Dead Load Resisiting_ 18 psf (Ultimate) <br />mate) <br />Exposure Category: 81 12 psf (ASD) <br />Wind Design Loads - Roof, Walls, Windows, Doors, Components & Cladding <br />ROOF <br />WALLS, <br />DOORS, WINDOWS <br />ZONE <br />AREA (ff � <br />DESIGN PRESSURE <br />(psf) <br />ZONE <br />AREA (fl?) <br />DESIGN PRESSURE <br />(psi. <br />Pas_ <br />Neg. <br />N UplAft (ULT.) <br />Net Uplift(l�SD) <br />Pos. <br />Neg. <br />1 <br />10 ft[2] <br />14.3 psf <br />-35-3 psf, <br />-17 3 psf <br />-_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 />-1 _4 psf <br />-8_6 psf <br />4 <br />20 ft[2] <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 fill <br />11.4 psf <br />-32-3 psf <br />-14.3 psf <br />-7.4 psf <br />4 <br />100 ft[2] <br />8-0 psf <br />-33.0 psf <br />2 <br />10 ft[2] <br />14-3 psf <br />-5 -2 psf <br />-41.2 psf <br />-23-5 psf <br />4 <br />500 ft[2] <br />2 -3 psf <br />-29.3 psf <br />2 <br />20 ft 21 <br />13.4 psf <br />-:52-psf <br />-34.0 psf <br />-19-7 psf <br />5 <br />10 ft2l <br />35.3 psf <br />-47.2 psf <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 />-28.2 psf <br />-10.9 psf <br />5 <br />50 ftl21 <br />31.6 psf <br />-3 .8 psf <br />3 <br />10 ft[2] <br />14.3 psf <br />-8 -0 psf <br />-711 ,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[21 <br />13.4 psf <br />-73-8 psf <br />_55.8 psf <br />-32-3 psf <br />5 <br />500 ft[2] <br />2-3 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 />Notes.. <br />1) For effective areas between those given above the 'load may be interpolated, othenntise use the lead associated <br />with the lower effective area <br />2) Plus and, iminus signs signify pres'sureS acting toIward and away from the building srllrla.ces, respectively_ <br />3) See pressure zone diagrams above for correspondingzones- <br />4) Roof coverings, finishes, etc... Shall be designed for the full negative design pressure- <br />5) Roof framing members shall be designed' to resist the net Liplift dresign pressure:_ <br />G) Net Uplift (ULT) = Ci_D DL + 1.0 VVL <br />Net Upftift (ASD) = 0_6 DL + 0_6 WL <br />4>_ <br />)e Strip <br />WALL PRESSURE ZONES <br />(ISOMETRIC VIEW) <br />a <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 />(MIND PANEL <br />POIN�/ <br />CURB FRAME EXISTING STEEL <br />REFER TO 5/52c JOIST (FIELD <br />VERIFY) <br />F< TYP. - ANGLE TO JOIST <br />WELD L 2 1/2" x 2 1/2" x <br />3/16" VERTICAL STRUT AT 3/16„ <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 />IG)l DETAIL 101 DETAIL <br />SCALE: N.T.S, SCALE: N.T.S. <br />I/8" <br />TYP. - ANGLE <br />TO JOIST <br />(FIELD VERIFY) <br />WELD L 2 1/2" x 2 1/2" x 3/16" VERTICAL <br />III <br />STRUT AT RTU CURB FRAME ANGLES III <br />III <br />II <br />LOCATION - REFER TO 4/62c <br />II <br />III <br />- - - - - - - - - - - - - - - - - - - - - - - <br />III <br />- <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 />III <br />I <br />AND LOCATION <br />TO BE VERIFIED <br />III <br />W/ TRADES <br />III <br />III <br />III <br />III <br />I <br />I <br />I <br />I <br />I <br />I <br />INVOLVED <br />I <br />I <br />I <br />I <br />III <br />III <br />III <br />I <br />I <br />III <br />III <br />III <br />L 4" x 4" x 1/4" (TYP,) U.N.O. <br />III <br />L 4" x 4" x 3/5'' RTU-I, RTU-2, <br />RTU-3 <br />3/16 <br />P. - <br />WELD L 2 1/2" x 2 1/2" x 3/16" AT <br />OPPOSITE FACE FROM VERT. <br />STRUT LOCATION TO NEAREST <br />PANEL POINT ON TOP CHORD - <br />REFER TO 4/82c <br />EXISTING STEEL <br />JOIST TOP CHORD <br />(TYP,) <br />NEW ROOF TOP UNIT <br />(SEE MECHANICAL <br />DRAWINGS FOR SIZE <br />AND%LOCATION) <br />ALL WEB MEMBER <br />WITHIN (+/-) 20'-0" <br />TO BE REPAIRED <br />NOTE: <br />JOIST REPAIRS NOT <br />REQUIRED AT JOIST <br />END OPPOSITE OF RTU <br />EXISTING STEEL <br />WELD NEW L 2" x 2" x 3/16" JOIST PROFILE <br />(FIELD VERIFY) <br />WEB REINFORCEMENT TO <br />EXISTING WEB MEMBERS NEW C NT. (2) x 20'-0" LONG <br />ON ONE SIDE (CENT RED ON JOISTS) A36 STEEL <br />RODS TOP AND BOTTOM (OPPOSITE <br />FACE). DO NOT SPLICE. <br />(V-) 20'-0" WEB <br />REINFORCING REPAIR <br />TYf <br />EX <br />WEI <br />fE Y4" WELDED ON <br />EACH FACE AT <br />JOIST SEAT <br />EXISTING JOIST <br />SEAT (FIELD <br />VERIFY) <br />101 DETAIL J(DI DETAIL I <br />SCALE: N.T,S. SCALE: N.T.S. <br />BEAM SIZE <br />BOLTS <br />B LENGTH "H" <br />NO, OF STUDS "Q" <br />W14 <br />3 ROWS <br />13"1 <br />6 <br />6" <br />NOTE: <br />SLOT BEAM WEB OR REFER TO <br />STRUCT. 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 1/8"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) "5 TOP 4 BOTT. w/ <br />*3 TIES AT a" 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 ,/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 />IIoG �I umo CRITERIA O DETAIL O DETAIL <br />OrmSCALE: N.T.S. SCALE: 3/4" = I'-0" SCALE: N.T.S. <br />NEW CONT. (2) 5/S" 0 A36 <br />STEEL RODS TOP AND <br />BOTTOM. DO NOT SPLICE. <br />1/8" 2" AT 12" TYP. - ROD TO JOIST <br />REVISIONS <br />BY <br />f� <br />�00 <br />00 <br />cp CO <br />t- -ItN <br />ti00 <br />�- E <br />U «S N U <br />L <br />U N d <br />E <br />3 ti 3 <br />�D <br />El <br />N <br />70 <br />fo <br />a <br />V CIO LO <br />� Co <br />z CU to <br />�0 <br />� � <br />I <br />Z W a) Z <br />It <br />DC r` Li <br />W <br />W � 6 � <br />� � <br />Z v z� <br />X <br />� <br />v�a� <br />o <br />�� <br />_ <br />Zcn o� <br />(Un <br />W 0 <br />00 <br />�U:2 <br />z <br />In0) <br />w <br />�I <br />Cn Ql <br />t <br />8�2 <br />1n,00 <br />3 N <br />1 <br />o <br />�2 C1. <br />U C' <br />- Z <br />Z Q <br />J <br />U > <br />O m �L J <br />In " <br />3 <br />oV�..d <br />U�v'0 <br />=U <br />Li.. <br />o �O <br />U <br />C �O N as <br />(D (p N <br />CL <br />� Q J C:) <br />ID Q CO <br />0 <br />O <br />� cW <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\01-CD.A\04-Architectural\S02b-FRM DETAILS.dwg, 12/23/2014 2:43:36 PM, sharrison, Xerox 6604 PS.pc3 <br />