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— — <br />CENTERLINE <br />— — — <br />CENTERLINE <br />CENTERLINE <br />TYP. <br />0 C, <br />OF JOIST <br />OF JOIST <br />OF JOIST <br />BOTH <br />LEG A <br />LOAD <br />F.x <br />� ,.».: <br />SIDES 3/16 <br />3" OR <br />+. <br />} f <br />.EATER ---,,CONTRACTOR TO PROVIDE% <br />tr <br />LEG A <br />LEG A <br />AND INSTALL FIELD STRUT <br />' <br />L2X2X3/16 EACH SIDE OF <br />p*� <br />'-- - <br />W <br />' �. <br />TYP. <br />JOIST AT ALL LOCATIONS <br />Irl <br />`��^,, <br />` W <br />W <br />3/16 <br />WHERE CONCENTRATED <br />N <br />LEG B <br />LOAD DOES NOT OCCUR <br />WITHIN 3" OF A PANEL POINT. <br />1" MAX. <br />COPE ANGLE TO FIT; <br />INSTALL ANGLE WITH ONE END <br />g <br />z <br />z <br />`, <br />PROVIDE 1/2" RADIUS <br />AT LOCATION OF LOAD AND <br />< <br />< <br />\ <br />SECTION A -A <br />OTHER END AT A PANEL POINT <br />a <br />o <br />ON THE OPPOSITE CHORD, <br />w <br />co cow <br />co`` m <br />Lu <br />w <br />co <br />coui <br />TYP. <br />Q3 <br />S4,z <br />C7 (D <br />0C� <br />, <br />< <br />_ <br />0 <br />0 < <br />< <br />< <br />` \ <br />2 <br />\ \ <br />cr <br />2 <br />TYP. <br />LEG A <br />0 <br />o <br />OPEN <br />00 <br />U <br />- <br />- <br />o <br />`' .. <br />OPEN <br />0 <br />O <br />BOTH 3/16 <br />SIDES <br />LEG A <br />\ <br />3 <br />w <br />i <br />\ <br />` <br />TYP. EA. <br />X/167 <br />\.END <br />TYP. <br />3/16 <br />ANGLE <br />OPEN <br />00 <br />0 <br />LEG B <br />LEG A <br />LEG A <br />LEG A <br />1" MAX. <br />HEADER <br />PROVIDE JOIST REINF. IN ACCORDANCE WITH <br />< <br />< <br />m <br />THIS DETAIL FOR ALL CONCENTRATED LOADS <br />{t <br />N. <br />z <br />o <br />z <br />z <br />o <br />z <br />- <br />z <br />SECTION B-B <br />IN EXCESS OF 100 POUNDS THAT ARE NOT <br />0 <br />- - <br />2 <br />CENTERLINE <br />0 <br />- - - - - - - - <br />� <br />- <br />g <br />CENTERLINE <br />O <br />CENTERLINE <br />SHOWN ON THE STRUCTURAL FRAMING PLAN. <br />MI U:P— <br />OF JOIST <br />OF JOIST <br />OF JOIST <br />CONCENTRATED LOAD <br />MISC. OPENING (<150 LB) <br />RTU OPENING <br />RTU OPENING <br />RTU BASE RAIL, SUPPLIED WITH <br />�.-------------� <br />RTU <br />GC TO PROVIDE PRE-ENGINEERED RTU TIE -DOWNS <br />OR EQUIVALENT ENGINEERED TIE -DOWN <br />MISC. MECHANICAL EQUIPMENT <br />ROOF TOP UNIT (RTU) <br />SOLUTION THAT MEETS OR EXCEEDS THE <br />MECHINICAL EQUIPMENT SCHEDULE <br />REQUIRED PROJECT WIND DESIGN CRITERIA FOR <br />TOTAL WEIGHT MAX. "W" HEADER LEG A LEG B <br />THE SPECIFIC RTU MAKES AND MODELS <br />ell, <br />EMPLOYED. FORCES ACTING ON RTU'S SHALL BE <br />UP TO 150 LBS T-0" N/A, REF: SECTION A -A L3X3X3/16 L3X3X3/16 <br />CALCULATED IN ACCORDANCE WITH FBC / ACSE 7 <br />BY SPECIALTY ENGINEER. SIZE, QUANTITY AND <br />500 LBS 6'-0" N/A, REF: SECTION A -A L3X3X1/4 L3X3X1/4 <br />PLACEMENT OF TIE -DOWNS SHALL BE ASREQUIRED <br />LBS 7'-0" L4X4X1/4X0'-6" L3 1/2X3 1/2X1/4 L3 1/2X3 1/2X1/4 <br />SECURE RTU CURB DIRECTLY <br />� � <br />-- I <br />ITO <br />SECURE RTU CURB DIRECTLY �� <br />BY THE TIE -DOWN SUPPLIER FOR EACH1000 <br />STRUCTURAL FRAMING <br />I <br />�TO <br />I <br />i� IRTU. <br />STRUCTURAL FRAMING I ' <br />GC TO SUBMIT SIGNED & SEALED TIE -DOWN <br />1500 LBS 8'-0" L5X5X3/8X0'-6" L4X4X1/4 L4X4X1/4 <br />USING 5/8" DIAMETER PUDDLE <br />OO OO 1 i I <br />IENGINEERING <br />USING 5/8" DIAMETER PUDDLE OO OO 1 x I <br />AND DETAILS FOR REVIEW AND <br />APPROVAL. <br />2000 LBS 9'-0" L5X5X3/8X0'-6" L5X3X1/4 LDV L5X3X1/4 LDV <br />WELDS @ 12" O.C. AND AT <br />I �� I <br />I ATTACHMENT TO CURB BY <br />WELDS @ 12" O.C. AND AT <br />CORNERS <br />i 1 i <br />i EQUIPMENT SUPPLIER <br />CORNERS I <br />NOTES: <br />1 <br />I <br />I <br />1 <br />1. INSTALL STRUCTURAL CURBS, HEADERS, AND FRAMES AND WELD TO SUPPORT STEEL <br />PRE-ENGINEERED CURB <br />PRE-ENGINEERED CURB WITH P.T. WOOD <br />BEFORE DECK IS PLACED. DO NOT INSTALL STRUCTURAL CURBS ON TOP OF DECK. <br />NAILER BY RTU SUPPLIER, REF. RTU TIE -DOWN <br />2. ADJUST LOCATION OF RTU SO CURB FALLS WITHIN 3 INCHES OF JOIST PANEL POINTS, <br />SUPPLIER INSTALLATION REQUIREMENTS <br />WHERE POSSIBLE. <br />#10 TEK SCREWS MAY BE �� <br />#10 TEK SCREWS MAY BE �\ <br />3. GENERAL CONTRACTOR SHALL COORDINATE EQUIPMENT DIMENSIONS AND FRAMING <br />SUBSTITUTED FOR PUDDLE _ - - - - - - - - <br />- - - <br />SUBSTITUTED FOR PUDDLE - - - - - - - <br />- - - - - - <br />LOCATIONS WITH THE STEEL FABRICATOR, MECHANICAL AND ERECTION SUBCONTRACTORS. <br />W <br />O <br />WELDS. <br />ROOFING MATERIALS, REF. ARCH <br />WELDS. <br />ROOFING MATERIALS, REF. ARCH <br />4. TOTAL WEIGHT = EQUIPMENT WEIGHT + WEIGHT OF EQUIPMENT CURB. <br />Y <br />m <br />T <br />5. ALL EQUIPMENT ON PRE-ENGINEERED CURBS. <br />� <br />Q <br />STRUCTURAL SUPPORT FRAMING FOR RTU <br />� <br />Z <br />STRUCTURAL SUPPORT FRAMING <br />0 <br />j <br />MECHANICAL UNIT DETAIL, MISC. < 150 LBS <br />FOR MISC. MECHANICAL UNIT <br />MECHANICAL UNIT DETAIL, RTU <br />J <br />W <br />Q <br />Z <br />1 GENERAL ROOF <br />EQUIPMENT INFORMATION <br />L <br />Q <br />c <br />Lu <br />w <br />O <br />Q <br />v <br />N <br />DECK TYPES <br />1.5 (B,F,A,VL) <br />MINIMUM DECK PROPERTIES 7 1.5 B PROVIDE X-BRACING ON PROVIDE X-BRACING AT ALL <br />I I BOTH SIDES OF W BEAMS, EITHER DIRECTLY ADJACENT HORIZONTAL BRIDGING <br />NOMINAL DEPTH: 1 1/2" L 3 - 0 L TYP. ALL HORIZONTAL INCLUDING UPLIFT BRIDGING F <br />TO W BEAMS OR NEXT BAY <br />TYPE B (WIDE RIB) METAL DECK BRIDGING LINES EXCEPT AT OUTSIDE (END) W BEAMS <br />FROM W BEAMS AS SHOWN <br />Fy: 33 ksi. UPLIFT BRIDGING WHERE OCCURS <br />22 GAUGE: I=0.169 IN4/FT. SP=0.186 IN3 /FT. SN=0.192 IN3 /FT ________..�__________________�.__________..____r.________.______.$_______________�____________..� 36/7 <br />20 GAUGE: 1=0.212 IN4/FT. SP=0.234 IN3 /FT. SN=0.247 IN3 /FT PATTERN <br />18 GAUGE: 1=0.292 IN4/FT. SP=0.318 IN3 /FT. SN=0.327 IN3 /FT <br />0 <br />m----------------®----------------------- ®........... ®-----------® 36/5 <br />NOTES: N <br />PATTERN <br />a <br />1. HILTI FASTENING SYSTEM MAY BE SUBSTITUTED <br />AS ALTERNATE. EQUIVALENT UPLIFT &SHEAR p..................................... ............. ................... ............... ? ... .......4 36/4 <br />CAPACITIES REQ'D. DOCUMENTATION TO BE PATTERN <br />PROVIDED BY GC FOR REVIEW AND APPROVAL <br />PRIOR TO USE. s------------------,---------------- : a - - 36/3 <br />PATTERN <br />O <br />3 <br />PUDDLE DECK PATTERN 3 N E <br />N Mu, <br />W <br />CV <br />B Lo <br />Z <br />o <br />CONT. DECK CLOSURE ANGLE; O a W <br />REF. PLANS FOR STRUCTURAL <br />STEEL SUPPORT 0 7 <br />5/8" PUDDLE WELDS AT 5/8" PUDDLE WELDS L <br />COLLECTOR ELEMENTS AT EDGES AT o <br />WHERE INDICATED IN PLAN SUPPORTED JOISTS / <br />BEAMS / ETC. <br />�- JST. / BM. DIRECTION <br />-�- <br />r T Q <br />I PROVIDE X-BRACING EACH z 0 <br />U.O.N. a 5/8" PUDDLE SIDE AT POINT LOAD PROVIDE X-BRACING EACH <br />3/16 2 MIN. WELDS AT EDGES LOCATIONS AND ALL SIDE AT ALL HORIZONTAL 2 T <br />a C HORIZONTAL BRIDGING BRIDGING INCLUDING UPLIFT 0 N O <br />� SIDELAP INCLUDING UPLIFT BRIDGING <br />BRIDGING WHERE z <br />LL <br />J S CONNECTION, #10 WHERE CONCENTRATED POINT DISCONTINUOUS N M <br />w TEK SCREWS LOAD GREATER THAN 500 LBS <br />3 J m CO`� <br />i I uj <br />OCCUR QQ <br />Lo of <br />U) fJ O 0 E 7 <br />LL <br />0 c 00 <br />LL Q <br />CONT. DECK CLOSURE ANGLE; Z O W J <br />REF. PLANS FOR STRUCTURAL _j <br />STEEL SUPPORT w o d 5/8" PUDDLE w 025 W <br />WELDS z <br />'~ W oI>< I <br />-0 z C'7 W <br />w <br />BEAM DIRECTION INTO PAGE i': ,�' U <br />�:: U <br />ZD <br />`.... a m... o a ..... N <br />Lu <br />W <br />eLu <br />U.O.N. 3/16 212 DECK EDGE E <br />GIRDER OR W BEAM ,`�i��'ttlllff•. <br />CLOSURE ANGLE CONNECTIONS DECK DETAIL <br />Of <br />a <br />2 GENERAL MTL. DECK & CLOSURE ANGLE INFORMATION 3 GENERAL BRIDGING AND BRACING INFORMATION <br />S1.1 1 =1-0 S1.1 314 -1-0 <br />d <br />03/03/2017 <br />z <br />0 <br />1/8 <br />FILL 3/16 PJP FILL PJP <br />1 /4 z o <br />MIN. MIN. L4X4X3/8" X 0'-6" o <br />s3 d cM <br />112" GAP--,,, <br />� u <br />a y i <br />= 0 <br />y <br />!�cn II <br />3/16 3/16 3/16 3/16 3/16 - - 1" RETURN <br />SECTION SECTION SECTION SECTION SECTION @ HEELS w <br />E a <br />L8X4X3/8" X 0'-8" (LDV) c <br />z <br />SECTION <br />o � i <br />0. z <br />m1-0 H- rn CD <br />Lu o z w <br />0 fU ch Y cr <br />i - w M RE m W m <br />o D: `" a o� x <br />EL <br />PLAN PLAN PLAN PLAN <br />3/16 <br />SECTION <br />PLAN S1.1 <br />4 TYPICAL HSS TO HSS WELDS 5 HSS20X8 TO HSS WELD <br />S1.1 3/4" =1'-0" <br />