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HomeMy WebLinkAboutJE2.PDF� ��.9 10 - 9.7 - ��� ��� � �, 7 � r ;5 i; I_�7��7 �e� B.7 B.8 � � � C.2 C.3 � � � � I I I I I 4'-3" 4'-3" � 3@ 4'-4 3/8" f � 3@ 5'-0" � � N �a ; C.8 D D.2 130'-6 7/8" � � I 13'-11/8" 12'-73/8" '' `��1 N � � � C 3@ 4'-4 318" I v v i 1 = Ip � 5 @ 4'-11" = 24'_7" D.9 E E.3 E.5 � � � 4'-10" 6'-7 7/8" � � � W O ,d. O ,�- - - H1-- - - - - W16x26x5112 K ^ W14x22x5 K ^ W76x2 x51/2 I e o � _ _ ^ ____ ' ' � _ __ _ L= 4�0 _ - _ - ___ "__ ` � -N-- �- �-N N ��-��-N � - __ ! �^ _�^ - --- 4-�3 �� � I N 4�� � � � �O �❑ � '+ �'0 '� � � a a-~O ~�- -- ~� '}-' 400 __ h... F- .., H1 _ t- ... t- � r� ea I .� H7 .. �,.� 401 N � - - H1 - - (10) 18K S2 I Y 3 Y ^ N 3 _ � H� _ �� 400 � w � (1 ) 20KC 2 - - - - � 1 N W - - H� - - - -- - -- -- -- --- H� - -- -- -- �- ` 400 W 2x19 4 � 12 - - - - - 10x12r L s • W27x84x10 � � 401 - - 5� e. .. - y -- � ° - 402 _ �'f{q 403 --_____ 6 _, 6 _--_ � _ - _ -_- - I - _ H1 _ _ H1 _ _ � � + - - - � 3I 3 5 7)16 2 404 H1 w2�x oxsv2 ��5 isXasx� O 5 wzixs Xsv2 � 402 _ H1 __ _ 403 _ _ N � � � 404 � � � 3 "�a� • 3 3 in � i� Ym aY{o 3 m c°� H1{ (1 ) W12x19 `� '-5 5/8" Hq __ � 403 ' 402 7'- J8 n �Q„ 403 H1_-_°', 3 I' 2 402 --- -H1 --- -' �- - 04a w�a zzxs G1 60G17NSP1 wz�xeaXoo � � (CA 8ER=1112') O H16 6 O _ . $� _H2- - --- -- 'A --- -- H1 _- Nw � _ - -- -- , -- ------ H1 - - - - HZ - - - - H� - - N ' �j v 3) 12x19 3) W12X19 '�I a �v Y 3 3 5'-2" 5@ 4'-1 " 4'-10" 3 � H1 � H2 ' H1 - _ _ - _ - - _ _ _ _ _ - _ N 10 - J10 6'- JS � i � __ OKCS �2 -- -- --- - I� -- --- -- -i H1----- -- w�a s G2 6DG17NSP2 i zaxeSX� _ _ _ _ A (CoA BER=1 V2") ' A ---H1 � -- --- -- -- - -HZ- -4 lO H1 __ __ __ ___ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� i H1 - - - - H2,, - - - - I H1 � � � T T � 1 Y � � n _ �_ i � n _ � u �_ i� _ �_ i � � � �J � s� M . co � iv 3tg�� @ 5'-0 1/4 - 15 0 3/4 5@ 4 9 /S 2-10 7/ @ 5 0 1/4 - 15 0 3/4 M M c%� �� cYO 3 _ T H1 H2 i Hq T N (4) W14x22 - - - - �0 -J10 - - - (4) W14x22 - � n - - - � 7 -- -- -- -- --m OK S H2 -- -- --- -- � -2 3_ � i H1 � � i .���_ - i __ __ w� zzxs G3 60G17NS 3 _ -'- -- _ _ _ H1 � � (cAfIABER='11Y2") - - - - I I I I I I I I I I I I I 3 I I I O - ___ - 4x55x� . -- Ht 4x27x � IN O .. � 1 A.2 ) ( A.6 B.5 � CJ LO1/V ROOF FRANIIiVC� PLAN: SEQ. SEE CHART REF, S3o1 1. THE TAG END OF THE JOIST IS THE END AT WHICH NOR?H THE PIECEMARK IS LOCATED. 2• O DENOTES JOIST CONNECTION ( TYPE SEE JE3). 3. O DENOTES GIRDER CONNECTION ( TYPE SEE JE3). 4. LL DEFLECTION = L1360. � 5. BOLTED CONNECTION NOT @ COL's SHOWN •�� aN PLAN. 6. ALL JOISTS & GIRDER BEARING W COL'S ARE W10x49 UNO. 7. 900 - 920 (L2"z0.156x5'-2") RACE ONLY IF REQ'D BY DESIGN, SEE PLAN FOR LOCATIONS� 8. FOR SECTIONS 5EE JE3 of 3. NET 11PLIFT = SE� DIAGRAM � L J ADDITIONAL BRIDGING DUE TO UPLIFT UPLIFT BRIDGING DETAIL UPLIFT BRIDGING MUST BE LOCATED A SINGLE ROW OF HORIZONTAL BRIDGING LOCATED PER DIMENSIONS (WHEN PROVIDED) @ THE FIRST BOTTOM CHORD PANEL POINT @ EACH SHOWN ON PLAN. BRIDGING MAY BE END. TYP. @ EACH JOIST. SHOWN----ON PLAN. LOCATED EITHERSIDEOFTHEJOIST THE UPLIFT BRIDGING SIZE IS THE SAME AS THE 60TTOM CHORD PANEL POINTS. REGULAR BRIDGING SIZE FOR THAT BAY. 3.3 3 I M1 ,� � � 6)16 i 3 3 _ H1 N N N N N r ' --�---' --' H1'� ---'-- � -- ' 24x55x7 _ _ - - H1 - - i a m -� - - -H1 - -- - 2 0 '� 3 3 -� - - - - - - � �I { N 5 - 26 2- -�-- - H� ' z4xssx7 ------ -- _ I--- - -H� ------ -- , - •- H1 - - - I N tO Y N 33 r 3 H1 N - - -5 - J28 - - "+ ' � H1 � - - - - - - 24x66x7 � _ - - - _ _ _H1 � �' - - H� - - - 3 - �c Y N � � 3 r - H7 - - - 5 - 30 � � H1 6 ' � - - - ------ - '�, W21x50x61 '� ' � c � W ,� i � , m i/4" `'� 5@ 4'-11 "= 24'-7" q�_� p�� 34'-7" � D E � GENERAL NOTES 1. All products provided by Cenem Steel Corporafion in conneclion wlth lhis drawing ere subJect lo Cenem Steel CorporaVon's ' Stendettl Terms end Conditians forJoist Selea. Byaccepting .1he product, the purcheser ecknowledgas that thay have recaived antl reviewed lhese lertns antl contlitione. ALL JOIST TO RECEIVE p, Minlmum design requlramente to be perS.J.I. (end 5,0,1, when deck 1.OMILSJIGREYDIP �eaupplledbyCanem)IeteatedWon,unleseofhervASenotedhereln. PR�MER. 3.Pein1-OnaehopcoetGreyPrimer' � (Specificelfone provided upon requesq 4. The taeuance of lhie drewtng doee notconstlWte the eccepience of e cuetomers order, � 6�0f0, Canam Staal CarporeUon, Unauthodzed use ot lhe drewing end Informetlon provided hetein is shictly farbidden. D8. Cam6erwlll be (umlahad on ellJolsls endJolel girclers (eee S.J.I. lalosl ediilon for epproximete cem6er) unless spedfcally modifled by IhewnUectdocumente. Camherenddallecllonmusf6econsldeted when datelling fram(ng edf ecant or (raming toJolele or glydere. 7. The dealgn le heeed upon load informallon apeciflcelly submitlad to Cenem Steal Corporalfon. No speclel loeds orothorforcae heve }' J J J J J J -� -i -� J J J -� J J J J,J _I J J J � J J J J J J been provltletl for unless putchaserAae �equasled lhem In wrlting. � J O J ❑-1 ❑ J Q J ❑ J �_I ❑ J � J ❑ J ❑ J ❑� p� O� � J Q J � 3uch speoiel loatls orotherforces shell include, without IImlWtlon; - 11 I Y Y Y Y Y Y Y Y Y Y Y Y Y Y y X Y Y Y Y Y Y Y Y Y Y Y Y Y`� Y Y uplift,concenlreted loetls from roof top unlls, arlel laeds fmm o v o 10 eo m w�n c+l w r I� r tO , rn�n rn v) � cc � I� M m oo �n m r) p�O p er klcker engle9, etc. cC I� GG 1� 47 c0 f0 ui h�fi p7 cV (�i fV <G �f7 fG �(> ch N c7 N f: �7 cD � o� o� (O Ih eD h B, Cenem's areclion drewinga hareln were prepared us(�g the SWdural � �p ' _ • ` • ° portionofthecontrectdrewingeaslteprimeryguldeuefn the ��.J � � � � � +ro � � � � . � � � � � � � Archltecturaldrewinga(whenprovided)onlyPormisaingi9nformallonor �n � r .- � M �`'� M c�+ ch r � � � e- �" forderificetion. Cenemdaesrwtaxeptenyresponsibllityfor � N O O O � O� � O7 p> q O O u� u� O� dlscrepenGeshetweenlheStructurelandArchitecturaldrawln9s, " `� 3�-9�� u' `� `O � � `r `" a `� �' `O `° `° `� ERECTION NOTES � 1. This drewing is to be used onlyforlho eroction of producle aupplied 6y Canem Sleel Corporatlon as Intllcated by an erecllon mark on �ha plens endlor sediana. I 2, Canam Steel Carporatlon ia not responaible for the hendlin8 end ereclion aF meteriels Ileuppliee. The deslgn end menufeclure of the materlela eseumee fhet ihay are hendled In eccottlence wl�h all TAG END eppllce6le lexa and regule6ona. Cenem Steel Carporetlon ia not 10 9.7 � � _ � 6.9 � 60G17NSP1 REF : 7JS302 �espansible for eny mishendling or fellura to properly erect the materlal�, 3. Cenem Steel Corporelion hes not ezamined eny Oeld condiGons and aseumesnoreaponsibllltyforanysllecontllNons, Purchesermust nolify Canam Sleel CorporaGOn of eny discrepsncios between Ihe tleld condillons end Cenem Sleel Corparelion's Flle end Flald ' Use drawings, 4. Any modifwlion oFmeteriel supplied by Cenam Sleel Coryoretlon without prlor written consentvAll eufomatically retease Cenem tiom n all Ileblllty wlth reapeclto euch metedel. 1 JJ -1...1 JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ J "'�J J J � �J ❑J �J ❑J O_I ❑J ❑_I OJ ❑J �J OJ Q�l ❑� �J O� ❑� I YY YY YY YY YY YY YY yY YY YY YY YY YY YY YY YY 1n � n� �T: I� IA N In N In N N N In N l[� (y tn N In N IA N t[7 N �. 1� n� 1{) I� Of (O W� �� (`� M P') ch o7 c7 (`') t0 !`'1 (�) t7 (7 07 (+) f+l M pj c7 pj M �� pj t0 pj OD �� � � � = �0`D W � C+D c0 d' V' =V V V' V' lCJ c- � � � M M C7 f`�� M �-�- � � � a�- e" I In In O O Q � W 01 W m O 4 C? !n ln � � � � � � � � � i i � i � in in 3�_g" Pn Cn in �r � "v 'v "v u� in �n m io M I TAG END 60G17NSP2 REF : 3/5302 � JJ JJ J_I JJ JJ JJ JJ JJ JJ JJ _IJ JJ � JJ JJ I I ❑J ❑J OJ O-� ❑-� QJ OJ ❑J �J O-� OJ OJ �J �'J OJ �-� I YY YY o� YY YY YY YY YY YY Y`-t YY YY yY YY YY YY wN ma r-v nv rv, n;v, i.v nv, i.v, nv rv nv 4O1 mc� aoa �� �� T� �� �� �� �� �� �� �� �� �� �� �� �� �� 1 `a�o a a 'v� � oo � � eo @o v v � < �� `v `v � �- a- �" '- ('7 C7 07 M ch � � � s- � T�" I �n �n o o rn rn a� q rn rn o a q in �n � � � in ih 3�.g�� �n �n �n v v "v v v in tn in M i•� in I TAG END BOGI7NSP3 REF : 4/5302 � � � 10.9 4 5 � � � B.4 C.3 D.2 E.3 10.9 - � ^D� 10 Az SEQ-15 5�a' SEQ-5 � s.7 � •°-' � SEQ -21 SEQ -6 9 SEQ -23 � O- SEQ -7 °' SEQ -25 R rn r C& C ROOF NET UPLiFT ( PSF) WITH ZONE T O- V�9 �SEQ -19 SEQ -8 6 • ��� � ,v.•ovr.. � ����//. .t.t.A!.!.!. ���� NET UPLIFT = GROSS UPLIFT - 11 PSF (8 PSF +3PSF SELF WEIGHT) REF.S402 ERECTOR'S NOTE: -IN BAYS 80'�0' OR LE55, THE FOLLOWINa APPLIES TO ANY CALUMN J015T5 Oft JOISTS NEPRA COW MN: •THESEJ015T5 HAVE NOT BEEN �ESIGNE� TO SIIPPORT AN EMPLOYEE WRMOUT BRIDGINO INSTPILE�. •THESEJOIST9AREN0T09HAJ019T90ESIGNED FOR STABILiry PER SUBPART R 1828.767(ex3). • SPECIAL ERECTON METH0�3 MU9T BE INCORPORATED. • EMPLOYER9 WILL BE CANBIOERED TO BE IN COMPLIPNCE WI7H 1928.767(ax3) IP THEY EftECT7HE5E J015T5 EITHERBV: (1)INSTALLINGBRI�GINGOROTHEAWISE STA8ILRING THE JOIST PRIORTO RELEASINO THE HOISTINO CqBLE, OR (2� RELEA6ING THE CA9LE WITHOUT HAVINO A WOftKER ON THE J015T3. •�LALIOW EMPLOYEES ON THESE J019TS UNTIL AOEOUATELYSTABILRED. CONSULT TNE OSHASAfETY BTANDAR09 FOR 9PECIFICS. -IN BAYS GREATER THAN 80'-0� JOISTS AT OR NEPR COLUMNS 9HALl BE ERECTED IN TAN�EM (PAIR) WITM ANADJACENTJOIST.ALL9RI�aINOMlIS7BEINSTAU.ED . 9EFORE LIFTINO AND THE PAIR OF JOIST9 MIlST BE SECUREO TO THEIR 911PPORT 9EFOftE ftELEA51N0 THE HOISTING LINE. TMIS RE�IIIREMENT MAY BE WAIVEO UN�ER CER�qINGONORI0N8. CONBULTTHE09HABPFETY STANOAROS FOR SPECIFICS, DESIGN METHOD: ASD �❑ LRFD� FACTOREDO � SEQ-9 1 &1012010 ReN9ad.blslSpedng �-( q � HhVi510NN0: �ATE OESCRIPlION " SEQ-10 �ATESENTFORFIELDUSE: 5/252070 ��� OATESENTFORAPPROVAL: 4N02070 � � ��. m,�" e ?`I �� � i e � p ; SEQUENCE PLAN REF. SEQ-5301 � a�� $� �[Iw Ou1MIr10 ��IOM a�us : / • ---- H1=L1x1x0.109 H2 = L 1 1/4x1 1/4x0.1b9 CONTINUOUS HORIZONTAL BRIDGING TYP @ TOP AND BOTfOM CHORDS. LOCATE AS SHOWN ON PLAN. SEE SHEET JE3 FOR SECTIONS. • ----------- UPLIFT BRIDGING H1 = L 1x1x0.109 H2 = L 1 1/4x1 1l4x0.109 SEE PLAN FOR MARK NO AND LOCATION. SEE SHEET JE3 FOR SECTIONS. � aoo - �ss WELDED-X BRIDGING L 1x1x0.109 SEE PLAN FOR MARK NO AND LOCATION. SEE SHEET JE3 FOR SECTIONS. �------__.__... . _. _ _. . Jeiees ana stoel ooek 140,9oWpEilleRmO, Jnckeonvillo, FL, 32254 P�o�ro: (804) 791-0898 Fae (904) i8f-3004 Emeil:qnfar�mnemwe pryqMECT VILLAGE ON THE GREEN THTR. �acanoN:CARMEL; IN \\\a `iine LOVV ROOF FRAMING PLAN V�� cusrornex INDIANA STEEL FABRICATING ' o� ��� �+�wT�* PEDCOR DESIGN GROUP EN�INEE0. McCOMAS ENGINEERING PENFWEOBY: OPAMNOY: O�IE: PVNl: iooi ioo�sKo anonmo Jacksonvllle oRnwwcno: CNECR5UBY: CI6CYFOBY: MIF: PAaE�� JE2 QI � ioa os s�ianoio L00406