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Plans BU P2016 - 00270 ce a PLEASE VERIFY AXIAL REDUCES PLEASE VERIFY CLOUDED PLEASE CONFIRM MAGNITUDE OF RE TO ZERO AT COLUMN AT WALL DIMENSION. AXIAL TRANSFER WHERE OCCURS r. ` `"`"(2) 13/16" x 1 1/2" I..._(2) 13/16" x 1 1/2" axial load is ... (2) 9/16" X 1 1/2" a APR 2 207 PLEASE VERIFY CLOUDED PLEASE VERIFY CLOUDED 5 GA. M �� DIMENSION. DIMENSION. transfered through �- BUILDING a+1�ISla�! 4 1 2 I- 4 1/2" roof deck not seat. - - 2 1/2" I 3" I I I h" 1 1/4' 4 1/4' _- 1/4 e It 1/4"Ir 4" 1/4" 1,14" ye 41/2. Ve r 1i C414 7 1/2" .:\ ok 101 3 °> i pI I i �• '.� I o Q. 1 i1 Ir 6" i____ \ / A < � 6" �` N ,.. I -1 e 1 1 e . . . .. .. ,. , ... .. 1 1 1 ...... w ji_z_____i:::,..... " " " BOTTOM CHORD BRACE (1 ANGLE) 4 1 4 - WHERE NOTED ON PLAN, MK-KB DO NOT WELD WELD PER JOIST INSTALLATION NOTE 2 o DO NOT WELD DO NOT WELD DO NOT WELD 0 OK U SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 , N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. REF: 8/S6.1 REF: 1/S6,1 REF: 1/S6.2 REF: 1/S6.1 REF: 2/S6.1 .A 1/2" PLATE AT PLEASE VERIFY ALL SECTION occurs at id 2-E NMBS ERECTION NOTES O-, o� PANEL JOINT. DIMENSIONS AND WHERE ��^Iow roof REFER TO SJI'S TECHNICAL DIGEST S, HANDLING AND ERECTION OF STEEL JOISTS AND ,�� JG SECTION APPLIES. q JOIST GIRDERS. ALSO ADHERE TO CURRENT REQUIREMENTS OF SJI AND OSHA FOR Q . ' i *(2) 13/16" x 1 1/2" $s 5`Q 4 GA. (2) 13/16" x 1 1/2JOIST AND JOIST GIRDER ERECTION. O JOIST/DECK DELIVERY & UNLOADING 11 �'� 1. VERIFY QUANTITIES AND CONDITION OF JOISTS AND ACCESSORIES UPON ARRIVAL. C 1 OCe- " - 2 1/2" I - 5 1/2" INFORM NMBS IMMEDIATELY OF ANY SHORTAGES, DISCREPANCIES OR DAMAGES. ‘<e3 d ,`< *1/2" STD AISC GAGE � � M _ 1/2" "I D PM 2. NMBS WILL SUPPLY ONLY THE MATERIAL LISTED ON THE BILLS OF MATERIAL. 1 D3 1/2 1/4' 4' 3. WHEN UNLOADING JOISTS BY CRANE, ALWAYS HOIST JOISTS BY TOP OR BOTTOM II 1/8'"21/2' ,R ..•.••f 3/!fi' 3" J CHORD PANEL POINTS (NOT BY WEB MEMBERS), AT OR NEAR 1/3 POINTS. •• ��''' '., � ' � 4. IF JOISTS ARE NOT ERECTED IMMEDIATELY, STORE JOISTS AND JOIST ACCESSORIES OFF _ -_ _-_--_------_ 7 1 2" , ia►i,�i ,'y.� WOOD NAILER CONTINUOUS " ? .f; 3" , , / u a �, THE GROUND AND KEEP THEM COVERED TO PROTECT THE PRIMER COATING, _, • ! WA 1/2 PLATE, - �\ SUPPLIED AND INSTALLED % 5. STACK STEEL DECK ON PLATFORMS OR PALLETS AND SLOPE TO ALLOW DRAINAGE. N.I.N.C. • .. .. .. , 0 1 BY NMBS PROTECT DECK WITH A WATERPROOF COVERING AND VENTILATE TO AVOID CONDENSATION. • % (2) #14x2" WOOD SCREWS, JOIST INSTALLATION I • �- 4 1/2" SEE TYPICAL NAILER 1. IMMEDIATELY AFTER JOIST IS SET, ATTACH JOIST TO SUPPORT(S) AS REQUIRED BY SJI " ATTACHMENT SECTION AND OSHA. AS BRIDGING IS INSTALLED, REMOVE SWEEP IN THE JOIST AND CORRECT �`_ I 8 ANY VERTICAL MISALIGNMENT. ONCE THE BRIDGING IS INSTALLED, ATTACH JOISTS TO•••!� : � I1 �� SUPPORTS PER FINAL ERECTION DRAWINGS. "'� I JOIST TOP CHORD 2. REFER TO THE ERECTION SECTIONS FOR JOIST AND JOIST GIRDER END ANCHORAGE (1) �� 1 REQUIREMENTS. PER NMBS, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL BE 4 1/21- N\\___ ATTACHED TO STEEL SUPPORTS WITH A MINIMUM OF: "K" SERIES JOISTS - THE EQUIVALENT OF TWO 1/8" FILLET WELDS (W) 2 1/2" LONG (L), a` " " * " " DO NOT WELD AND BOLTED WITH TWO 1/2" 0 A307 BOLTS WHERE INDICATED IN SECTION. `., E - * ONLY AT LOCATIONS INDICATED BY B ON PLN. 1 ONLY AT LOCATIONS INDICATED BY B ON PLAN. -, "LH" SERIES JOISTS, SECTION NUMBERS 02 THRU 06 - THE EQUIVALENT OF TWO 3/16" u N FILLET WELDS (W) 2 1/2" LONG (L), AND BOLTED WITH TWO 3/4" 0 A307 BOLTS J • SECTION 6 SECTION 7 SECTION 8 NAILER ATTACHMENT WHERE INDICATED O SECTION.S. SECTION "LH" & "DLH" SERIES JOISTS, SECTION NUMBERS 07 THRU 17 - THE EQUIVALENT OF .E fr vi h N.T.S. N.T.S. N.T.S. TWO 1/4" FILLET WELDS (W) 2 1/2" LONG (L), AND BOLTED WITH TWO 3/4" 0 A307 Z X E 2 „",,, BOLTS WHERE INDICATED IN SECTION. W REF: 5/S6.1 REF; (PANEL JOINT) 9/S6.1 & 1O/S6.1 REF: 12/s6.1 ' "DLH" SERIES JOISTS. SECTION NUMBERS 18 THRU 25 - THE EQUIVALENT OF TWO 1/4" W FILLET WELDS (W) 4" LONG (L), AND BOLTED WITH TWO 3/4" 0 A325 BOLTS WHERE N tn l�. ERECTOR NOTE: NEW WELDED DIAGONAL NEW WELDED DIAGONAL INDICATED IN SECTION. 4 C WHERE JOISTS ARE FABRICATED TO ALLOW FOR FIELD BOLTING TO THE BRIDGING (N.I.N.C.) :--,REQUIRED BRIDGING (N.I.N.C.) JOIST GIRDERS - THE EQUIVALENT OF TWO 1/4" FILLET WELDS (W) 2 1/2" LONG (L), AND z 'O 0 SUPPORTING STRUCTURE, THE SUPPORTING BOLTED CONNECTIONS ARE OPENING BOLTED WITH TWO 3/4" 0 A325 BOLTS WHERE INDICATED IN SECTION. gm p5 >, 0 FOR INITIAL ATTACHMENT ONLY (NOT FINAL CONNECTION), UNLESS 7 7 F -1 T -1 f BRIDGING - THE EQUIVALENT OF A 1/8" FILLET WELD (W) 1" LONG (L), WITH THE CI '.I E CCI its CO N " SPECIFICALLY DIRECTED BY THE ENGINEER OF RECORD. ��a>- ` ����- EXCEPTION OF BOLTING, FOR "K" SERIES JOISTS, ` m = '4' PLEASE CONFIRM THAT WOOD NAILER SCREWS (#i4 x 2 ) SNUG-TIGHTENED BOLTS SHALL REMAIN IN THE BEARING SEAT SLOTS TOP & BOTTOM CHORD -.147=1..y '' THE EQUIVALENT OFA 1/8" FILLET WELD (W) 1" LONG (L), WITH THE EXCEPTION OF E �' t13 n MAY BE INSTALLED INDEPENDENTLY AT EACH JOIST TOP AFTER FINAL CONNECTION IS MADE VIA WELDING PER THE CONTRACT ROOF JOIST BRIDGING AS SHOWN411 ' 1 BOLTING, FOR "LH" & "DLH" SERIES JOISTS, SECTION NUMBERS 02 THRU 15. p cu CHORD ANGLE, POSSIBLY RESULTING IN A NON-STAGGERED ok STRUCTURAL DOCUMENTS: IF A BOLTED CONNECTION IS NOT USED, OR ON PLANS THE EQUIVALENT OF A 1/8" FILLET WELD (W) 1 1/2" LONG (L), WITH THE EXCEPTION o Z CONFIGURATION. AS THE JOIST MANUFACTURER AND WOOD THE BOLTS ARE REMOVED AFTER ERECTION, JOIST SEATS MUST BE OF BOLTING FOR "DLH" SERIES JOISTS, SECTION NUMBERS 16 THRU 20. c ai NAILER INSTALLER, N.M.B.S. WILL REJECT ANY AREAS OF WELDED ALONG THE INSIDE EDGE OF SEAT SLOTS AS SHOWN BELOW. ► - ;'1 THE EQUIVALENT OFA 1/8" FILLET WELD (W):F111./LET4" LONG (L), WITH THE EXCEPTION W 3 0 o WOOD SPLITTING, ALTHOUGH BASED UPON PAST EXPERIENCE, IJg __l OF BOLTING, FOR "DLH" SERIES JOISTS, SECTIN NUMBERS 21 THRU 25. z Z 00 ti 0. WE DO NOT ANTICIPATE ANY ISSUES WITH WOOD SPLITTING _IlriikvA6k1 vAlip riii - ON NON-STAGGERED SCREW SPACING. ..,. .. BOTTOM CHORD BRACES THE EQUIVALNT OFA WELD {W) ** LONG (L). * = SAME AS BRACE ANGLE THICKNESS, ** = SAME AS BRACE ANGLE LEG LENGTH. REMOVE EXISTING BRIDGING AND INSTALL NEW DO NOT WELD BRACE TO JOIST GIRDER UNTIL ALL DEAD LOADS HAVE BEEN APPLIED. ,-, 411141 WOOD NAILER WITH (C OFLOPEENNGGAT EACHIDBOTTOM CHRD BRIDGNIGE KEY' �", tJOIST BELOW O 11111 WHEN OPENINGS OCCUR IN TWO OR LOCATION. FIELD WELD AT CONTACT POINTS PER IW V L �/ d� � _MORECONSECUTIVE JOIST SPACES, 3. ALLSTEEL BEARING JOISTSINBAYS OF40'-0" ORMORE, ARETO BEBOLTED TO CitOf Turd1'-4' O.C., NON-STAGGERED � JOIST INSTALLATION NOTE 2 - BRIDGING. C�SUPPORTS PER OSHA, UNLESS JOISTS ARE PRE-ASSEMBLED INTO PANELS. QTYP., U.N.O. / ' C�PLACEMNTDETTAILANDRVERBIICATION4ACCORDINGTOSJI, BEARINGPLATESSHALLBE LOCATED NOMORETHAN1/2" FROMAp rovedPlan:Z7(‘C ' UPLIFT BRIDGING AT FIRST OF TOP CHORD LATERAL SUPPORT. li ,� THE FACE OF MASONRY OR CONCRETE SUPPORTS. REFERENCE SJI SPECIFICATIONS J�� 0 V C�� { BOTTOM CHORD PANEL POINT FOR MINIMUM BEARING PLATE WIDTRs. Y_� Date l�i v .•-� (BOTH ENDS) ____,1 -i - 5. UNBRIDGED JOISTS MAY EXHIBIT SOME DEGREE OF INSTABILITY UNDER THE ERECTOR'S 10 C,.�C���-<=-.-V J f T __ _ ,_ _ WEIGHT, THEREFORE, EXTREME CAUTION MUST BE EXERCISED. WHEN IT IS NECESSARY 0A /� FOR THE ERECTOR TO CLIMB ON THE JOIST, REFER TO SJI AND OSHA REQUIREMENTS. OFFICE COPY IF BOLTS ARE REMOVED 6. VERIFY THAT ALL BRIDGING IS COMPLETELY INSTALLED, WITH JOIST AND JOIST GIRDER c WITH BOLTS 1. SEE PLAN and NOTES FOR SIZES/LOCATIONS of UPLIFT BRIDGING. Q OR NOT USEDENDS PERMANENTLY ATTACHED, BEFORE APPLYING CONSTRUCTION LOADS TO JOIST. 2. SEE TYPICAL BRIDGING DETAILS FOR ADDITIONAL INFORMATION. //�K��i 0 TYPICAL NAILER ATTACHMENT -, 7. ADEQUATE MEANS FOR DISTRIBUTING CONCENTRATED LOADS SHOULD BE PROVIDED SO THAT THE CAPACITY OF ANY JOIST IS NOT EXCEEDED. cc PLAN VIEW TYPICAL BOLTED JOIST CONNECTION DISCONTINUOUS BRIDGING PLACEMENT 8. JOIST CHORDS ARE NOT DESIGNED FOR BENDING DUE TO CONCENTRATED LOADS U.N.O. o ('� n / EITHER PLACE LOADS AT JOIST PANEL POINTS OR SEE THE "FIELD INSTALLED WEB TYPICAL UPLIFT BRIDGING DETAIL N.T.S. MEMBERS AT CONCENTRATED LOADS" DETAIL. NMBS GENERAL NOTES 1. TYPICAL PRIMER COATING (U.N.O. ON PLANS): Z ERECTOR NOTE: STD GRAY PRIMER: ONE SHOP COAT_ FOR ALL JOISTS, JOIST GIRDERS & JOIST WHERE PAIRS OF DIAGONAL BRIDGING ACCESSORIES. SHOP PRIMER COMPLIES WITH SSPC-PAINT 15 AND FS TT-P 636. 11- PIECES ARE REQUIRED TO BE DIFFERENT NOTE: SHOP PRIMER IS APPLIED BY DIPPING. COATING MAY NOT BE UNIFORM AND O CONC. LOAD OSHA "TIE JOISTS"_ LENGTHS ONE PIECE WILL BE MARKED STANDARD TOP CHORD BRIDGING REQUIRE REMOVAL OF ACCUMULATIONS BEFORE FINISH COAT IS APPLIED. STANDARD TOP CHORD BRIDGING INDICATED ON PLANS AS W-A AND THE OTHER AS Wim. 0 D <EACH END (TYP.) WELD AT INTERSECTION BY 2 OR MORE -� 2. WELDED HORIZONTAL BRIDGING IS SUPPLIED IN 20'-0" LENGTHS. FIELD CUT WELDED CL ADJACENT JOISTSHORIZONTAL BRIDGING AS REQUIRED AND UTILIZE ALL DROP. MARKED "TJ_" NOTE 7 . WELDED BRIDGING IS TO BE EQUALLY SPACED BETWEEN SUPPORTS U.N.O. ON PLANS. ___111,1111,11VA ryfr. •• �< r 3. DECK MUST BE POSITIVELY ATTACHED TO JOIST TOP CHORDS IN ACCORDANCE WITH I 1 I � ;., ( + DECK FASTENING REQUIREMENTS, TO PROVIDE LATERAL STABILITY, U.N.O. ON PLANS. I- �' 4. JOISTS MARKED TJ_ INDICATES TIE-JOISTS. THESE JOISTS ARE NOT DESIGNED TO Q z I I I I SATISFY OSHA 29 CFR 1926.757 (a)(3). REFER TO "DANGER" TAG ON JOIST FOR I- d t ERECTION REQUIREMENTS. `�, - I N,41/-1 I I I I + W FIELD INSTALLED WEB CNG. LOAD . 1_..... V. , ,__i L.T1. \ L CL �. �� + �+, 5. N.LN.C. NOT IN NMBS CONTRACT U.N.O. - UNLESS NOTED OTHERWISE JMEMBER EACH SIDE l 1 ,l L .1 L, ,:• _ :+. NMBS REQUIREMENTS I 1 1 F-- ( ) m NOT BY NMBS g. 1. DO NOT CUT AWAY ANY CHORDS OR WEBS. Q 0 \- STANDARD BOTTOM CHORD BRIDGING WELDED DIACONAL ERECTION BRIDGING ANCHOR STANDARD BOTTOM CHORD BRIDGING 2. ERECT ALL JOIST PRODUCTS AND ACCESSORIES IN ACCORDANCE WITH THE = 0 I) I Z JOIST CHORDS ARE NOT DESIGNED FOR LOCALIZED BENDING FROM CONCENTRATED OR UPLIFT BRIDGING STABILITY BRIDGING, INSTALL MK-BA1 (BOLT - N.I.N.C.) OR UPLIFT BRIDGING SPECIFICATIONS of THE STEEL JOIST INSTITUTE (SJI). a. (.1 a: LOADS - U.N.O. IN LOAD KEY (WHERE SHOWN ON FRAMING PLN). CONCENTRATED PRIOR TO RELEASING HOISTING 3. NMBS JOISTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF THE LOADS MUST BE APPLIED AT JOIST PANEL POINTS OR FIELD INSTALLED WEB MEMBERS CABLES OR FOR USE IN OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). FIELD COMPLIANCE MUST BE UTILIZED AS SHOWN AT NO COST TO NMBS. ADDITIONAL WEB MEMBERS PANELIZING TIE JOISTS PRIOR WITH OSHA IS NECESSARY. zw o. o ARE N.I.N.C. CONSULT THE SPECIFYING PROFESSIONAL FOR SIZING AND WELDING 1. FIELD WELD AT CONTACT POINTS (INCLUDING ALL LAPS) PER JOIST TO ERECTION. 1. FIELD WELD AT CONTACT POINTS (INCLUDING ALL LAPS) PER JOIST 4. NMBS WILL NOT ACCEPT THE RESPONSIBILITY OR CHARGES FOR ANY FIELD m o c., n 0 REQUIREMENTS. ADDITIONAL WEB MEMBERS ARE NOT REQUIRED PROVIDED THAT THE INSTALLATION NOTE 2 - BRIDGING. INSTALLATION NOTE Z - BRIDGING_ CORRECTIONS MADE WITHOUT PRIOR NMBS APPROVAL. o 0 < Q 0 - SUM OF THE CONCENTRATED LOADS WITHIN A CHORD PANEL DOES NOT EXCEED 100 2. ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3" LAP. 2. ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3" LAP. POUNDS AND THE ATTACHMENTS ARE CONCENTRIC TO THE CHORD. 3. FIELD CUT HORIZONTAL BRIDGING AS REQUIRED FROM 20'-0" LENGTHS. 1. FIELD WELD AT ALL CONTACT POINTS (INCLUDING ALL LAPS). 3. FIELD CUT HORIZONTAL BRIDGING AS REQUIRED FROM 2C-0" LENGTHS. JOB N0. REFER TO NMBS ERECTION NOTES, JOIST INSTALLATION NOTE 17. USE ALL DROP. 2. ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3" (76 mm) LAP. 1 _ USE ALL DROP. APPROVER: 5616-0134 , IT IS IMPERATIVE THAT ALL INFORMATION IS SUPPLIED/VERIFIED AND DATE OID DELAYS IN 1 /13/2017 TYPICAL WELDED HORIZONTAL BRIDGING TYPICAL ERECTION STABILITY BRIDGING TYPICAL WELDED HORIZONTAL BRIDGING RELEASNG THE OB TO PRODUCTION. FAIL REANSWERED ON APPROVAL TO VTTO COMPY WILL INHIBIT DRAWING N0. FIELD INSTALLED WEB MEMBERS NMBS FROM MEETING THE DELIVERY SCHEDULE. CHANGES AFTER NMBS AT CONCENTRATED LOADS TERMINATING © BEAM © OSHA TIE JOISTS TERMINATING © MASONRY HAS RECEIVED APPROVED DRAWINGS MAY ALSO CAUSE DELAYS. J 1 . 0 Lc 0 N 0 N M \ O 0 O 0 0 0 127'-0" 4" 71" 24'-0 " / s 25'-0" 25'- -O 0" s 20' " 32'-O" / 71" o 9'-0"' 1O'-0" 5'-0" 5'-0" 10'-0" 10'-O" 10'-O' 10'-0" 5'-0" 5'-O" 10'-0" 5'-0"/ / / / A/ 0o Li w __I 0 O z n i I t \ to • 1 1 \ O J_ 17 I ? I ? i�- ® 0 m m O m m m 1 �i ® Z "� ® .x.:•:• ", loads are (snow/total) ct GENERAL APPROVER NOTES: LiW 30K500/250 J1 Ht w1 W1 rh 17.1 bk is Ica) load 1. PLEASE CONFIRM JOIST LOADS IN _ .- --- typical --do not double PARENTHESES SHOWN ON CONTRACT o DWGS ARE GIVEN AS LL/TL .���\4 Lcs in in co in in FA in 4 N N '5...1 N CVc%1 cNI At 2. PLEASE CONFIRM 17.16K IS THE TYPICAL ,,,J 4G' •ra r. 30K500/250 Jt io x Y Y Y TOTAL LOAD TO EA. GIRDER PANEL POINT AND .�0�5�Q"" M M M "' M NOT DOUBLED BECAUSE THEY ARE SHOWN .Q'Q GO E axial loads are TWICE ON PLAN. Q' �. H1 _ - m =— —— 31'-1d" a seismic 0.7E pt40 ,�,��� ,�,���P 3. PLEASE VERIFY WHETHER AXIAL LOADS ARE O x k\;\". x x\„1'. WIND AND/OR SEISMIC. �� `° e 301(500/250 TJ2 e 7.5psf net uplift is 43-P �� N� R o correct at 4. PLEASE CONFIRM NET UPLIFT (ASD) IS 7.5 06D-O.6PSF AS SHOWN ON ROOF PLAN. / -i, ��G2 24G3N17.16K2.8 24G3N17.16K2.8 G3 4 IN�63 52 3N17.16K2.8 Gt� 24G3N17.16K2.85 I combination for • `� ` `' ` ° ` ° o ' © worst case joist 5. PLEASE VERIFY JOISTS ARE SIZED FOR ANY DDITIONAL LOADS FROM SPRINKLER MAINS AND I m �•G” m 0 N m N co 30K500/250 TJ2 In� SWAY BRACES. .. 20'_3 e B sprinklers <3" diameter are S Q included in (cads-- (\,,..4,1:)). 0 o contractor to coordinate locations of any mains over Ht wt _ M 30K500/250 J3 3" diameter DRIFT # PSF LENGTH 0, m § CI; F c, ;ny�� 0 13 4,_6„ = U N N - N N N N N N N _ _ : = LY Li --, a a 0 o a a o o a M o �������'•r . (� 15 5'--.3" J E v v^ �c o ...._ Vtri +� A i M A. M �, LENGTH , Z� 'g N 1 I-I- TA • Ht W1 11...1 e ) 30K500/250 TJ2 e � W X xx,'��� xXv. r• o 4 J Z ,,, w p o NOTE: p m > o 7/.3. 4.\- �P� NUMBER OF BRIDGING ROWS WILL BE DETERMINED ob G = ,, tts v�,� �� AFTER NMBS FINAL JOIST DESIGN. m , -p,'�' ,� 1 301(500/250 J1 c im m X\ m 5 c �' > t: N 47 f cv i INDICATES OF ROWS OF SUB-PURLIN �' o Z G4 24G3N17.16K2.8 24G3Nt7.16K2.$ G3 O 4 G3 24G3N17.16K2.8 I� G5 24G3N17.16K2.8 ''' © BRIDGING (INCLUDING UPLIFT ROWS). - �r 11 I �`� �' GO W � o� 25 m m m m o N s i z oO ;.f..3. t ERECTOR NOTE: 301(500/250 J1 JOIST ERECTION AND INSTALLATION IS TO BE COMPLETED IN ACCORDANCE WITH SJI TECHNICAL DIGEST 9, CHAPTER 7, "PANELIZED ERECTION". _ Ht W1 — W1 — to i P APPROVER NOTE: C) oin SIGNED AND SEALED CALCULATIONS r c. F C) 301(500/250 J1 WILL BE SUPPLIED UPON FINAL DESIGN. d v •t ,i_ -ia ..1_ Y o 0 0 i ,t_ o o M "� ' 's ''} ' > '"? ''� o # OF SPACES —NET UPLIFT PER _ = i DEPTH PANEL POINT (KIPS) Iz Ht Wt — 1 ---- DEPTH- n n hi 30K500/250 J1 Gxx 36G6N10.0K4.0 Ii ' � L I I � I- -d- - .t• in,a. �: MARK TYPE TOTAL LOAD PER PANEL POINT 0 1- F- r- "' H i- GIRDER DESIGNATION KEY CD ® 1 M a i i ICI LL_ 4, " 0 20'-6" s . 0 PLAN NOTES: 1. ALL JOISTS AND GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH 2012 IBC AND 2014 OSSC. Lzl • V) 2. ALL JOISTS SHALL BE FABRICATED WITH STANDARD SJI CAMBER. I— c- z d- 3. SEISMIC SPECTRAL RESPONSE COEFFICIENT; Sds = 0.606g. Q `— seismic loads 4. ALL JOISTS AND GIRDERS AR TO BE DES GNED FOR 7.5 "SF NET UPLIFT. I— -0 J 5. ALL JOISTS TO BE DESIGNED FOR 5.1K (ASD) DUE TO SEISMIC. (f) Z W Cl-- 6. ALL GIRDERS TO BE DESIGNED FOR 16.6K (ASD) DUE TO SEISMIC. Gt; L.i.J A JAS S TI FSR 510; A 'E "ON THE TOP CHORD. W m ROOF JOIST ERECTION PLAN 8. ALL JOISTS TO BE DESIGNED FOR 375# AT ANY PANEL POINT ALONG THE BOTTOM CHORD. tx < 0 REF: 51.3 DATED: 08/26/2016 9. 0 INDICATES TAGGED END OF JOISTS. 0 O z SCALE: 1/8 = 1'-0" 10. DEFLECTION LIMITS: LL = L/240 z a.. (_) Cl_ o NORTH a: w F- i:: CL z 0 w w z w < iz 1-- m U Q U 0) —J APPROVER: JOB NO. 5616--0134 IT IS IMPERATIVE THAT ALL INFORMATION IS SUPPLIED/VERIFIED AND DATE 1 /13/2017 QUESTIONS ARE ANSWERED ON APPROVAL TO AVOID DELAYS IN RELEASING THE JOB TO PRODUCTION. FAILURE TO COMPLY WILL INHIBIT DRAWING NO. NMBS FROM MEETING THE DELIVERY SCHEDULE. CHANGES AFTER NMBS HAS RECEIVED APPROVED DRAWINGS MAY ALSO CAUSE DELAYS. J2 . 0