Loading...
Plans (14) BU P2018-00167 1 of 4 13vf o1 $ - 00 ) C • oc tx , s-- (2) 9/16" x 1 1/2" `( <t of Tigard U ca 3 1/2" GA. CityF (2) 9/16" x 1 1/2" *(2) 9/16" x 1 1/2" (2) 9/16" x 1pCoV@d P�a�� c_ UM L� 3 1/2" GA. . 3 1/2" GA. 3 1/2 GA. By �tF " `^ c,TY cr"_: 2" - _ 3" 1/2 STD AISC GAGE = - r - - 7 1/2 1/2 STD AISC GAGE - 1/2 STD AISC GAGE 0 /c16. I 3/16"� 3' 6"1-.--..- I I ° 01 0 HSS 6x3x5/16xCONT I ; 2 1/2" 1 1/4" - - I , --�--1 D 1/4" - I = /c16 ' 3' 16' 3' ' 3" O F F I C E COPY COMP. FLOOR l:.4.....•. , /c/16 I I • SLAB PER PLAN • 4 I . I . 'I.2 1%2 I 2 1/2" 2 1/Z 2 1%2" w t } I • 17a REVISION . o \ i \ .• 1 = _ Q I I I I . i I 1 I I I I I 1 1 1 1 1 I I 7" i I I DO NOT WELD * ONLY AT LOCATIONS INDICATED BY "B" ON PLAN. I * ONLY AT BAYS 4p'-0" AND GREATER OR LOCATIONS INDICATED BY "B" ON PLAN. 1 I * ONLY AT BAYS 40'-O" AND GREATER OR LOCATIONS INDICATED BY "B" ON PLAN. W W 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/S5.2 REF; 3/S7.1 & 2/S6.2 REF; 3/S6.2 & 1/S6.2 REF; 4/S6.1 NMBS JOIST ERECTION NOTES REFER TO THE STEEL JOIST INSTITUTE'S(SJI) f0 SPECIFICATIONS AND ITS TECHNICAL DIGEST(TO)9 V (2) 9/16" x 1 1/2" (2) 9/16" x 1 1/2" (2) 9/16" x 1 1/2" (; *(2) 9/16" x 1 1/2" GC/ERECTOR NOTE: &6' 3 1/2" GA. 3 1/2" GA. 3 1/2" GA. L 3 1/2" GA. DO NOT ERECT STEEL JOISTS WITHOUT OBTAINING A COPY AND THOROUGHLY READING THE SJI TD 9, * 1 1 1 I HANDLING AND ERECTION OF STEEL JOISTS AND JOIST GIRDERS. SERIOUS INJURY OR DEATH CAN <<` RESULT FROM FAILURE TO FAMILIARIZE AND COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS - 5" - - 4 1/2" - ( - 2 1/2" -I -1/2 STD AISC GAGE OF FEDERAL, STATE, AND LOCAL REGULATIONS AND THE SAFETY GUIDELINES OUTLINED IN THE SJI I I I I TD 9. THIS MANUAL IS INTENDED TO BE AN AID AND GENERAL GUIDE FOR THE SAFE AND PROPER ERECTION OF STEEL JOIST PRODUCTS. 1/4" I -I.-I r J, '- 1'-6" -I - 1'-6" - , SJI TD 9 IS AVAILABLE FROM: 3/16" 3" i 3/16"V 3' i 3/16' 3' i ' 3' STEEL JOIST INSTITUTE PHONE: 843-407-4091 234 W. CHEVES STREET FAX: 843-407-4044 1 1 1 1 /c16 FLORENCE, SC 29501 WEB: WWW.STEELJOIST.ORG ` ] : 2 1/2" I : 2 1/2" I i y� ;� 2 1/2" i I 2 1/2" JOIST DELIVERY AND UNLOADING: g 1 i I I 1. VERIFY QUANTITIES AND CONDITION OF JOISTS AND JOIST ACCESSORIES UPON ARRIVAL. INFORM " NEW MILLENNIUM BUILDING SYSTEMS (NMBS) IMMEDIATELY OF ANY SHORTAGES, DISCREPANCIES Will "_`^ 4 1/2 I OR DAMAGE. �Ys \ no 6 1/2" /... = 6" = 1 2. NMBS WILL SUPPLY ONLY THE MATERIAL LISTED ON THE BILL OF LADING. j 1 3. WHEN UNLOADING JOISTS BY CRANE, ALWAYS HOIST JOISTS BY TOP OR BOTTOM CHORD PANEL I /-*/ I , ,• \ POINTS (NOT BY WEB MEMBERS), AT OR NEAR 1/3 POINTS. `� " ._" " ""' 1 _�" 1 1 I I -' - 4. IF NOT ERECTED IMMEDIATELY, STORE JOISTS AND JOIST ACCESSORIES OFF THE GROUND AND 1 i 1 I KEEP THEM COVERED TO PROTECT THE PRIMER COATING. '�- 'SI.- --'r-- JOIST INSTALLATION: 5" 1- -, 5" I- 6" ! _ - 1 5. FOLLOW ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH DO NOT WELD DO NOT WELD DO NOT WELD ADMINISTRATION (OSHA) FEDERAL REGISTER SUBPART R 1926. IMMEDIATELY AFTER JOIST IS Ea. .4::4 SET , ATTACH JOIST TO SUPPORTS AS REQUIRED BY SJI AND OSHA. AS BRIDGING IS E - I * ONLY AT BAYS 40'-0" AND GREATER OR LOCATIONS INDICATED BY "B" ON PLAN. I INSTALLED, REMOVE SWEEP IN THE JOIST AND CORRECT ANY VERTICAL MISALIGNMENT. ONCE o N THE BRIDGING IS INSTALLED, ATTACH JOISTS TO SUPPORTS PER FINAL ERECTION DRAWINGS. u A 6. ONLY DRAWINGS HAVING A "FIELD USE" STAMP SHALL BE USED FOR ERECTION. MI -I 00 SECTION 6 SECTION 7 SECTION 8 SECTION 9 7. REFER TO THE ERECTION SECTIONS FOR JOIST AND JOIST GIRDER END ANCHORAGE J E REQUIREMENTS. PER NMBS, JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL BE ATTACHED Z to H N.T.S. • N.T.S. N.T.S. N.T.S. WITH A MINIMUM OF: x E c K-SERIES JOISTS - THE EQUIVALENT OF TWO 1/8" FILLET WELDS (W) 2 1/2" LONG (L), I- N X REF; 12/56.1 REF; 10/54.5NAND BOLTED WITH TWO 1/2"O A307 BOLTS WHERE SLOTS ARE INDICATED IN SECTION. W UU„ to Li LH-SERIES JOISTS. SECTION NUMBERS 02 THRU 06 - THE EQUIVALENT OF TWO 3/16" I t11 on FILLET WELDS (W) 2 1/2" LONG (L), AND BOLTED WITH TWO 3/4"0 A307 BOLTS mg ®O 4)! WHERE SLOTS ARE INDICATED IN SECTION. mi Et `O O LH-SERIES AND DLH-SERIES JOISTS. SECTION NUMBERS 07 THRU 17 - THE EQUIVALENT .. Et g >sO 00 (2) 9/16" x 1 1/2" F(2) 9/16" x 1 1/2" STANDARD TOP CHORD BRIDGING OF TWO 1/4" FILLET WELDS (W) 2 1/2" LONG (L), AND BOLTED WITH TWO 3/4"0 A307 ....1 m co T. 3 1/2" GA. 3 1/2" GA. BOLTS WHERE SLOTS ARE INDICATED IN SECTION. E3 E N ¢�H-SERIES JOISTS. SECTION NUMBERS 18 THRU 25 - THE EQUIVALENT OF TWO 1/4" m A FILLET WELDS (W) 4" LONG (L), AND BOLTED WITH TWO 3/4"0 A325 BOLTS WHERE SLOTS C N > n 2 1/2" I _ 2 1/2" 1 1 1 ARE INDICATED IN SECTION. N OQ Z v I I JOIST GIRDERS - THE EQUIVALENT OF TWO 1/4" FILLET WELDS (W) 2 1/2" LONG (L), 6 1 - _1 ��i�--.-..-.-•._ .-•- I�4 . AND BOLTED WITH TWO 3/4"0 A325 BOLTS WHERE SLOTS ARE INDICATED IN SECTION. W ,. . 0c (; " BRIDGING - THE EQUIVALENT OF A 1/8" FILLET WELD (W) 1" LONG (L), WITH THE EXCEPTION O = 0 1/4" �It6'V 3' I 13/16'/ 3' ! 1 1 OF BOLTING, FOR K-SERIES JOISTS. z Z 000 ti a. i 1 I I THE EQUIVALENT OF A 1/8" FILLET WELD (W) 1" LONG (L), WITH THE EXCEPTION OF BOLTING, FOR LH-SERIES AND DLH-SERIES JOISTS, SECTION NUMBERS 02 THRU 15. 2 1/2" l I 2 1/2" 111 JAIL. __I1{I THE EQUIVALENT OF A 1/8" FILLET WELD (W) 1 1/2" LONG (L), WITH THE EXCEPTION OF H _J L__ 1 Il-, BOLTING, FOR DLH-SERIES JOISTS, SECTION NUMBERS 16 THRU 20. I'i ` I 1 1 THE EQUIVALENT OF A 1/8" FILLET WELD (W) 2" LONG (L), WITH THE EXCEPTION OF BOLTING, " i i FOR DLH-SERIES JOISTS, SECTION NUMBERS 21 AND 22. 5 1/2" I 5 1/2 ';, FIELD CUT AS REQUIRED THE EQUIVALENT OF A 1/8" FILLET WELD (W) 3" LONG (L), WITH THE EXCEPTION OF BOLTING, II FROM 20'-0" LENGTHS STANDARD BOTTOM CHORD BRIDGING FOR DLH-SERIES JOISTS, SECTION NUMBERS 23 THRU 25. z I i OR UPLIFT BRIDGING BOTTOM CHORD BRACES - THE EQUIVALENT OF A * FILLET WELD (W) ** LONG (L). ___.-1 II -1 * = SAME AS BRACE ANGLE THICKNESS, ** = SAME AS BRACE ANGLE LEG LENGTH. Y 11 1 DO NOT WELD BRACE TO JOIST GIRDER UNTIL ALL DEAD LOAD HAS BEEN APPLIED. v 11 •r - „�-_ KEY: JW V L 1. FIELD WELD AT CONTACT POINTS PER JOIST INSTALLATION NOTE 7 - BRIDGING. 7" j = 7" I 8. ALL STEEL BEARING JOISTS IN BAYS 4O'-O" AND MORE, ARE TO BOLTED TO SUPPORTS PER DO NOT WELD DO NOT WELD 2. ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3" LAP. FIELD WELD LAPS PER OSHA, UNLESS JOISTS ARE PRE-ASSEMBLED INTO PANELS. JOIST INSTALLATION NOTE 7 - BRIDGING. WELD INDICATED IS TOTAL WELD REQUIRED. • 9. ACCORDING TO SJI, BEARING PLATES SHALL BE LOCATED NO MORE THAN 1/2" FROM THE FACE Q 3. FIELD CUT HORIZONTAL BRIDGING AS REQUIRED FROM 20'-0" LENGTHS. USE ALL DROP. OF MASONRY OR CONCRETE SUPPORTS. REFERENCE SJI SPECIFICATIONS FOR MINIMUM BEARING Q • PLATE WIDTHS. 10. UNBRIDGED JOISTS MAY EXHIBIT SOME DEGREE OF INSTABILITY UNDER THE ERECTOR'S WEIGHT, SECTION 10 SECTION 11 TYPICAL WELDED HORIZONTAL BRIDGING THEREFORE, EXTREME CAUTION MUST BE EXERCISED. WHEN IT IS NECESSARY FOR THE0 ERECTOR TO CLIMB ON THE JOIST, REFER TO SJI AND OSHA REQUIREMENTS. N.T.S. N.T.S. TERMINATING @ BEAM 11. VERIFY THAT ALL BRIDGING IS COMPLETELY INSTALLED, WITH JOIST AND JOIST GIRDER ENDS �^�,r PERMANENTLY ATTACHED, BEFORE APPLYING CONSTRUCTION LOADS TO JOIST. t._t_ 12. ADEQUATE MEANS FOR DISTRIBUTING CONCENTRATED LOADS SHOULD BE PROVIDED SO THAT THE 1 I 1 CAPACITY OF ANY JOIST 15 NOT EXCEEDED. NEW WELDED DIAGONAL NEW WELDED DIAGONAL 13. JOIST CHORDS ARE NOT DESIGNED FOR BENDING DUE TO CONCENTRATED LOADS, UNO ON Cl- BRIDGING (N.I.N.C.) REQUIRED = BRIDGING (N.LN.C.) ERECTOR NOTE: PLANS. EITHER PLACE LOADS AT JOIST PANEL POINTS OR SEE THE "FIELD INSTALLED WEB OPENING WHERE JOISTS/JOIST GIRDERS ARE FABRICATED TO ALLOW FOR FIELD MEMBERS AT CONCENTRATED LOADS" DETAIL. BOLTING TO THE SUPPORTING STRUCTURE, THE SNUG-TIGHTENED BOLTS CONC. LOAD IT C' NMBS GENERAL JOIST NOTES: 41,,,.._..1 SHALL REMAIN IN THE BEARING SEAT SLOTS AFTER FINAL CONNECTION IS EACH END (TYP.) 14. NINC - NOT IN NMBS CONTRACT. UNO - UNLESS NOTED OTHERWISE. r-^ti (,' R-��S --- M. N. i MADE VIA WELDING. IN THE EVENT THAT A BOLTED CONNECTION IS NOT t_J ROOF JOIST TOP & BOTTOM CHORD USED, OR THE BOLTS ARE REMOVED AFTER WELDING (w/APPROVAL FROM 15. TYPICAL PRIMER COATING, UNO ON PLANS: ,r BRIDGING AS SHOWN EOR), WELD MUST BE PLACED ALONG THE INSIDE EDGE OF NE SEAT ii/ . - STD GRAY PRIMER: ONE SHOP COAT FOR ALL JOISTS, JOIST GIRDERS & JOIST ACCESSORIES. f Z ON PLANS SHOP PRIMER COMPLIES WITH SSPC-PAINT 15. (7 A\ Aft. L SLOTS AS SHOWN BELOW. ADDITIONAL WELD ON THE SEAT TOE REQUIRED • '" �� ` _ __ T �, �b. ` - T TO MEET THAT SPECIFIED IN THE SECTION IS TO BE POSITIONED AWAY NOTE: SHOP PRIMER IS APPLIED BY DIPPING. COATING MAY NOT BE UNIFORM AND REQUIRE T O V) (._) REMOVAL OF ACCUMULATIONS BEFORE FINISH COAT IS APPLIED. Z JI . L T ,f ( I r r` E . I FROM THE OUTER EDGE OF THE SLOT AS SHOWN BELOW. 16. WELDED HORIZONTAL BRIDGING IS SUPPLIED IN 2O'-O" LENGTHS. FIELD CUT WELDED LJ_I HORIZONTAL BRIDGING AS REQUIRED AND UTILIZE ALL DROP. l.J_.. J '.- CTh SEAT TOE WELD PLACED NOTE: WELDED BRIDGING IS TO BE EQUALLY SPACED BETWEEN SUPPORTS, UNO ON PLANS. T z L REMOVE EXISTING BRIDGING AND INSTALL NEW WITHIN THE OUTER EDGE FIELD INSTALLED WEB CONC. LOAD DECK MUST BE POSITIVELY ATTACHED TO JOIST TOP CHORDS IN ACCORDANCE WITH DECK < 1-1-11-1-1WELDED DIAGONAL BRIDGING (N.I.N.C.) EACH SIDE r • i FASTENING REQUIREMENTS, TO PROVIDE LATERAL STABILITY, UNO ON PLANS. W OF OPENING AT EACH BOTTOM CHORD BRIDGING OF SLOT DOES NET COUNT MEMBER EACH SIDE T J 17. JOISTS MARKED TJ_ INDICATES TIE-JOISTS. THESE JOISTS ARE NOT DESIGNED TO SATISFY r� f-- (f} WHEN OPENINGS OCCUR IN TWO OR LOCATION. FIELD WELD AT CONTACT POINTS PER TOWARD WELD LENGTH NOT BY NMBSOSHA 29 CFR 1926.757 (a)(3). REFER TO "DANGER" TAG ON JOIST FOR ERECTION (.. Q 0 0 MORE CONSECUTIVE JOIST SPACES, JOIST INSTALLATION NOTE 7 - BRIDGING. SPECIFIED IN SECTION. REQUIREMENTS. < 0 -1 C-- z CONTACT NMBS FOR REQUIRED BRIDGING 18. DO NOT CUT AWAY ANY CHORDS OR WEBS. IZ 0_ a PLACEMENT DETAIL AND VERIFICATION JOIST CHORDS ARE NOT DESIGNED FOR LOCALIZED BENDING FROM CONCENTRATED 19. NMBS PRODUCTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF OSHA. FIELD a: OF TOP CHORD LATERAL SUPPORT. UPLIFT BRIDGING AT FIRST ` LOADS - U.N.O. IN LOAD KEY (WHERE SHOWN ON FRAMING PLAN). CONCENTRATED COMPLIANCE WITH OSHA IS NECESSARY. LAJ BOTTOM CHORD PANEL POINT - - - - - - - - - --- - - - - - - - LOADS MUST BE APPLIED AT JOIST PANEL POINTS OR FIELD INSTALLED WEB MEMBERS z v 'W-' w i I (BOTH ENDS) 1 CONTRACT NOTE: z o �, MUST BE UTILIZED AS SHOWN AT NO COST TO NMBS. ADDITIONAL WEB MEMBERS z 1- w 0 0 NMBS WILL NOT ACCEPT THE RESPONSIBILITY OR CHARGES FOR ANY FIELD CORRECTIONS Q = 1-- 1- ARE N.i.N.C. CONSULT THE SPECIFYING PROFESSIONAL FOR SIZING AND WELDING m o v u) v) "` ---,, .�--' MADE WITHOUT PRIOR NMBS APPROVAL, p at > i �, , 1 .,.-. REQUIREMENTS. ADDITIONAL WEB MEMBERS ARE NOT REQUIRED PROVIDED NAT THE p o ._, < v 0 ) t,, """, SUM OF THE CONCENTRATED LOADS WITHIN A CHORD PANEL DOES NOT EXCEED 100 IJOB NO. 1. SEE PLAN and NOTES FOR SIZES/LOCATIONS of UPLIFT BRIDGING. I '""`•. 1{.....• POUNDS AND THE ORD. REEFER TO NMBS JOIST AERECTION NOTES, JOIST INSTACHMENTS ARE CONCENTRIC LLATION THE HNOTE #12. 5618-0088 2. SEE TYPICAL BRIDGING DETAILS FOR ADDITIONAL INFORMATION. ■ DATE 02/04/2019 DISCONTINUOUS BRIDGING PLACEMENT TYPICAL BOLTED JOIST/JOIST GIRDER SEAT FIELD INSTALLED WEB MEMBERS DRAWING NO. N.T.S. TYPICAL UPLIFT BRIDGING DETAIL CONNECTION IF ERECTION BOLTS ARE REMOVED AT CONCENTRATED LOADSJ1 . 0 ,_, Q O O O O) a C5N ua NI" T/STL 5-0" ' N 16-4 LOAD KEY /S111, 14'-8 W18X35 LOAD CATEGORY: - 1 n - COLLATERATAL L LOAD - WINS LOADAo • Qsr,� : ��, DL - DEAD LOAD IP - INWARD PRESSURE ¢ W �y �� U_ - UVE LOAD SM - SEISMIC LOAD > u) J5 281350/200 �r o�� I. a 9 <0.42K> (TY,.) ` LOAD POSITION: SIGN CONVENTION: �� TC - TOP CHORD +GRAVITY LOADS: 44-1-04- a w BC - BOTTOM CHORD +FRAME LOADS: -4 a . Iz • ® - CONCENTRATED LOAD (KIPS) - EXACT LOCATION N4l O O 3 . H A-4,0 SPECIFIED, FIELD INSTALLED WEB MEMBER REQUIRED F I.L. co N LOAD IS NOT LOCATED ATA TOP OR BOTTOM CHORD PANEL POINT. NOTIFY EOR F LOAD LOCATION FALLS N 4 CH . r7 N OUTSIDE OF ALLOWED ZONE, 3'-0' (OR PER PLAN) EACH WAY FROM DIMENSIONS SHOW& Y • : N . CONCENTRATED LOAD (KIPS) - EXACT LOCATION ti X REQUIRED.SPEClFlED, FIELD INSTALLED WEB MEMBER IS NOT J J NOTIFY EOR IF LOAD LOCATION FALLS i '4C 4C , OUTSIDE OF DIMENSIONS SHOWN. W W KICKER LOAD (KIPS) - CONCENTRATED LOAD (+/-) Ti -116 1 • I W18X35 0 AND AXIAL LOAD (+/-). 15-5 I4( �` �` � -FlElO INSTALLED WEB MEMBER REQUIRED F • LOAD IS NOT LOCATED AT A TOP OR BOTTOM CHORD • I PANEL POINT. I • F,..3X=FIELD INSTALLED WEB MEMBER IS NOT REQUIRED ' I 1 MOMENT LOAD [FT. KIPS]- REFERENCE MOMENT I [XXX] SCHEDULE IF LOAD VALUES HAVE BEEN REPLACED R f I • u WITH LETTERS [A] • • v°' O AXIAL OTOARE o �"0� • U") N THE M T%OIORDERP OR BOTTOMCHORDS. �X ` ko 4 • • N00000) MINIMUM MOMENT OF INERTIA (N ) i\ 1 o 0. i ,d • o HORIZONTAL TRANSFER LOAD (KIPS) - AXIAL LOAD X a (+/-) WHICH IS TRANSFERRED THROUGH THE WEBS. • • • N d r7 • AP TJ3 28K350/200 'B' 45 PSF0 - /., /\Y = • W r �� J ��Y \�?M/� ���� a / 0 PSF 'B' TJ4 281350/200 'B' 16'-O" o T/$1 M - 6.--...14S11. '� — II • 'B' TJ4 281350/200 'B' - o 0•• E .o i- 1 nu n . E J2 281350/200 • Z til D Z W 0 �' 3 . •. W } V 1L2068 J4 .1 Z o TJ3 281350/200 'B' S • N0 J m 1b 00 :ro - E 3 to N 0 • UNIT SIZE WEIGHT m 'E L . oa • o CAPACITY 1,, »W„ (LBS) c o Z N. _ N� 15T 9'-0" 7-7" 2,200 Ili 3 °' ir, 3020 co ID N . 1 7.5T 8'-2" 3'-11" 1,100 Z z o%`'' a "A: I• N 6T 6'-11" 3'-11" 920 . . © 5T 6'-11" 3'-11" 920 N 4T 6'-11" 3'-11" 720 . "' 3T 6'-11" 3'-11" 720 Iz Z/S:nn. _ • W18X55 0GO 15-5 + z . • • 0 •• a SECOND FLOOR JOIST ERECTION PLAN ( ) • • N REF: S2.2.1 DATED: 08/24/2018 (r • II SCALE: 1/8" = 1'-0" < • • 00 NORTH CD I I IJ 0O - •N i.0 O X ® 7 PLAN NOTES: CI:CO0- 1 1. SEE DRAWINGS J1.0 FOR ERECTION NOTES, SECTIONS AND DETAILS. LI • • 2. ALL JOIST SHALL BE DESIGNED PER 2012 IBC AS AMENDED BY THE 2014 OSS. • 3. ALL ROOF JOISTS SHALL BE DESIGNED FOR NET UPLIFT (WIND) of 13 PSF. O a_�,f • SE _ 4. 0 - INDICATES TAGGED END OF JOISTS. 0 �lA7' A. • 5. INDICATES WELDED HORIZONTAL BRIDGING CO TOP & BOTTOM CHORDS. SEE DWG " • J1.0 FOR TYP. DETAIL. MK: H1 • - 6 INDICATES UPLIFT BRIDGING CO BOTTOM CHORD. SEE DWG J1.0 FOR TYP. DETAIL . : i MK: H1 Z z • 7. C INDICATES WELDED DIAGONAL BRIDGING. SEE DWG. J1.0 FOR TYPICAL DETAIL Q fr CD U 1— H I W18X35 1MK: W_ ___I 0 (n z ‘` '' ‘` 4) 8. � INDICATES BOLTED DIAGONAL BRIDGING. SEE DWG. J1.0 FOR TYPICAL DETAIL W 00 I 14tS MK: X_ (SIZES VARY) a/ 0 c) J 9. SEISMIC SPECTRAL RESPONSE COEFFICIENT: Sds = 0.72g < Z I.J_I a' 11" 10. DEFLECTION LIMITS: LL=L/360, J W L 11. ALL JOISTS TO BE FABRICATED WITH STANDARD SJI CAMBER, U.N.O. D F- m 12. IN ADDITION TO LOADS SHOWN ON PLAN, ALL JOISTS SHALL BE DESIGNED FOR (2) 350 LB. ADDT'L C 0 42'-1T" POINT MECH. LOADS (4'-0" 0/C) AT ANY POINT ALONG THE SPAN. Q 0 = fi z 13. BOTTOM CHORDS DESIGNED FOR (1) 300 LB. ADDT'L POINT LOAD AT ANY POINT ALONG THE SPAN. ) 0._ IZ o 14. ALL JOISTS DESIGNED FOR THE FOLLOWING AXIAL LOADS; IZ CI CR1) -1.71 (SEISMIC) z 0 w w -2.2K (WIND) z o '--F 0 w - t� < U 1- I- O -1 < 0 U JOB NO. 5618-0088 DATE 02/04/2019 DRAWING NO. J2 . O -r.2-, Et Q 4 a O TIST1 T/S11,6 T/ST 31'-6 31-10 30'-10 03 rn 3TAIL 1,1 W18X76 H W16X26 H W18X76 H 16 tov N . I I : I I • • LOAD KEY I I I I O N : I : • I • LOAD CATEGORY: .- o I W24X62 I • IW24X62 I CL — COLLATERAL LOAD Si — SNOW LOAD I I .(� TL — TOTAL LOAD WL — WIND LOAD ( , DL - DEAD LOAD IP - INWARD PRESSURE • LL - LIVE LOAD SM - SEISMIC LOAD ° LOAD POSITION: SIGN CONVENTION: ¢ Li N • ,� TC — TOP CHORD +GRAVITY LOADS: �0 1 �} o N * N • N t N ~ �I BC — BOTTOM CHORD +FRAME LOADS: -4 of cr a o �'� �`� i' �' CONCENTRATED LOAD (KIPS) - EXACT LOCATION 1� a W o • o '`' SPECIFIED, FIELD INSTALLED WEB MEMBER REQUIRED IF "C 4- • 1 En • ;; 1 cos LOAD IS NOT LOCATED AT A TOP OR BOTTOM CHORD 0 oC N YO4.0 N S PANEL POINT. NO11FY EOR IF LOAD LOCATION FALLS O_ • M M • cn OUTSIDE OF ALLOWED ZONE, 3'-0' (OR PER PLAN) u Y .F EACH WAY FROM DIMENSIONS SHOWN. • CONCENTRATED LOAD (KIPS) - EXACT LOCATION X SPECIFIED, FIELD INSTALLED WEB MEMBER IS NOT ys • 4' tis - REQUIRED. NOTIFY EOR IF LOAD LOCATION FALLS ss�� >fj `s%�fj •°-6�p 30'-2 OUTSIDE OF DIMENSIONS SHOWN. TJ12 301(350/200 "T415 101(350/200,_ 1122 301(350/2000 I KICKER LOAD (KIPS) - CONCENTRATED LOAD (+/-) Q Y-§4--1( ; :i''.° ; ;r o ;� AND AXIAL LOAD (+/-)• I I ®=FIELD INSTALLED WEB MEMBER REQUIRED IF Li W . • LOAD IS NOT LOCATED AT A TOP OR BOTTOM CHORD PANEL POINT. 08,� - O�' N X=FIELD INSTALLED WEB MEMBER IS NOT REQUIRED ��� & T., ; . 4-�Q1 ¢ MOMENT LOAD [FT. KIPS]- REFERENCE MOMENT • [XXX] SCHEDULE IF LOAD VALUES HAVE BEEN REPLACED 8 ; o ; S 4 WITH (BIERS [Al X S o X .26 co • X R°6 c x Up to N /UM AXIAL LOAD 4CIPS> - LOADS ARE APPLIED THROUGH C�,Q� Y - •cv 2 cv Y N } THE JOIST/JOIST GIRDER TOP OR BOTTOM CHORDS. ``✓ M • o M o �J (xlool) MINIMUM MOMENT OF INERTIA (IN4} . * -•-—.� r °D •• HORIZONTAL TRANSFER LOAD (KIPS) - AXIAL LOAD =�� c°5 (+/-) WHICH IS TRANSFERRED THROUGH THE WEBS. (< • N) • Lille' •ns�j y'�fj • °"ocy 30-10 �' : 1411 301(350/200 : 0 -TJ15 1pK350/200 0 J TJ21 301(350/200 41) -6 . • 157 NIT 157 • «. NIT • • J10 301(350/200 - --J2' 301(350/200 • . (1.:1, )1 3 Or +r..+ I . M - M 15T , ; 7 7. : C. � IT I : II X • R I .�_. 301(350/200 • XI a", • • N O t� C�\ cva " 137 • h, 0'IT 3 . • IT I a ` E • roi I 1 II .: ,•, s , U' p N . e 1 • « 1 8 301(350/200 • n V .4o • • __a = CO -- • • Z• • u] PI' • 16 t, .'IT 6 • IT I Z 1 N _ • I ,. . .: �••. I 30'-2 I- tis• W21 X44 1 .., L W16J(57 • I • . .• .,, I W21 X44ED W } N g. 9 — ...I N on 555 ® E a in z d .gyp I. — Q �5 A r1' O • * - W10X12 * ::: -3 I E Rs CQ7 In In \ Co I N - ` lr a ?m, `J m •� v ; Ixa Q 4 LOAD KEY Q LOAD CATEGORY: CL - COLLATERAL LOAD Si - SNOW LOAD N N TL - TOTAL LOAD WL - WIND LOAD DL - DEAD LOAD IP - INWARD PRESSURE L - LIVE LOAD SM - SEISMIC LOAD 4 0 L LOAD POSITION: SIGN CONVENTION: TC - TOP CHORD +GRAVITY LOADS: fin 1 v3- BC - BOTTOM CHORD +FRAME LOADS: -4.. „) CONCENTRATED LOAD (KIPS) - EXACT LOCATION It SPECIFIED, FlELD INSTALLED WEB MEMBER REQUIRED IF q Lw LOAD IS NOT LOCATED AT A TOP OR BOTTOM CHORD > u) 0 PANEL POINT. NOTIFY EOR W LOAD LOCATION FALLSct OUTSIDE OF ALLOWED ZONE, 3'-0' (OR PER PLAN) a- 9 EACH WAY FROM DIMENSIONS SHOWN. q La CONCENTRATED LOAD (KIPS) - EXACT LOCATION ct a SPECFlED, FlELD INSTALLED WEB MEMBER IS NOT 0 O X REQUIRED. NOTIFY EOR IF LOAD LOCA110N FALLS 2 OUTSIDE OF DIMENSIONS SHOWN. KICKER LOAD (KIPS) - CONCENTRATED LOAD (+/-) 4 AND AXIAL LOAD (+/-). • =FlELD INSTALLED WEB MEMBER REQUIRED IF LOAD IS NOT LOCATED AT A TOP OR BOTTOM CHORD PANEL POINT. X=AELD INSTALLED WEB MEMBER IS NOT REQUIRED 4 ,4 MOMENT LOAD [FT. KIPS] - REFERENCE MOMENT w w [x.xxJ SCHEDULE IF LOAD VALUES HAVE BEEN REPLACED WITH LETTERS [A]. AXIAL LOAD 4CIPS> - LOADS ARE APPLIED THROUGH <)uoc> THE JOIST/JOIST GIRDER TOP OR BOTTOM CHORDS. 0000() MINIMUM MOMENT OF INERTIA (IN4) HORIZONTAL TRANSFER LOAD (KIPS) - AXIAL LOAD (+1-) WHICH IS TRANSFERRED THROUGH THE WEBS. `� `av , ,(3 0 0 0 _ft.. 74-2} • id / 3i „_( "s 50'-81" 23'-64" / 6'-41" 7 SPA @ 6'-4" = 44`-4" 4 SPA © 5-10 9/16" = 23'-64" 0\1 / `� o 16'-5" X o\JQ1 154101W, 0' 0siD W24X55 W14X30 " c o .,`,,f.. , 9• •,:„,+11:- 0 08 u. .-: L, n ,..., _ ... -1- est -4 -J E A H1 __, _ z E ct . CO PO I- N 1 X 7-14K300/162-J24 » g 2-J24 ,� W `^ �'- In 14K300/162 J an H1 _ - . v o. z a .. o m > Nr' O � �ti ti '� a� o o r~. 2 E al Ln ¢ \'o `. W24X55 $ W14X30 9 �' C •OS, )4-70,\--,., 1 '-4" �_ pZ " 1 ' " J T/STL" c ai l �Z N N .0 /5L 16-10 W 0 0 C J Z0oi .. CI. Ct z M PAVILION ROOF JOIST ERECTION PLAN REF: S2.4.1 DATED: 08/24/2018 SCALE: 1/8" = 1'-0" NORTH rz PLAN NOTES: Q 0 1. SEE DRAWINGS J1.0 FOR ERECTION NOTES, SECTIONS AND DETAILS. 2. ALL JOIST SHALL BE DESIGNED PER 2012 IBC AS AMENDED BY THE 2014 OSS. o 3. ALL ROOF JOISTS SHALL BE DESIGNED FOR NET UPLIFT (WIND) of 5 PSF. 4. 0 - INDICATES TAGGED END OF JOISTS. 5. INDICATES WELDED HORIZONTAL BRIDGING © TOP & BOTTOM CHORDS. SEE DWG J1.0 FOR TIP. DETAIL. MK: H1 Lt_1 6 INDICATES UPLIFT BRIDGING C© BOTTOM CHORD. SEE DWG J1.0 FOR TIP. DETAIL MK: H1 0 CLCL 7. INDICATES WELDED DIAGONAL BRIDGING. SEE DWG. J1.0 FOR TYPICAL DETAIL (�' CD MK: W_ Ct 8. INDICATES BOLTED DIAGONAL BRIDGING. SEE DWG. J1.0 FOR TYPICAL DETAIL 0 C..7 MK: X_ (SIZES VARY) 9. SEISMIC SPECTRAL RESPONSE COEFFICIENT: Sds = 0.72g X z 10. DEFLECTION LIMITS: LL=L/360, . C CD (_,) 11. ALL JOISTS TO BE FABRICATED WITH STANDARD SJI CAMBER, U.N.O. --I 0 V) z 1- 12. IN ADDITION TO LOADS SHOWN ON PLAN, ALL JOISTS SHALL BE DESIGNED FOR (2) 350 LB. ADDT'L W — OCA POINT MECH. LOADS (4'-O" 0/C) AT ANY POINT ALONG THE SPAN. C C —J v-- 13. BOTTOM CHORDS DESIGNED FOR (1) 300 LB. ADDT'L POINT LOAD AT ANY POINT ALONG THE SPAN. < Z CL z W 14. ALL JOISTS DESIGNED FOR THE FOLLOWING AXIAL LOADS; W FW.- Q -1.7K (SEISMIC) F-- U) -2.2K (WIND) < 0 J C}_ z CL CL o OJ w I- ct c m Z 0 w w < d 1-1-1 2 2 m <0 M 0 0- O 0 Ct< 0 00 JOB NO. ° 5618-0088 DATE 02/04/2019 DRAWING NO. LL J2 . 22