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MG6x153 PERP. TO �
JOISTS. SEE PLAN F
APPROX. LOGATION.
T� 3/Ib
STL ROOF DEGK�
EQUIP. 6ASE AND/OR GU2B 6Y
OTHEI25
3/Ib TMP
G6x82 PARALLEL TO
JOISTS, SEE PLAN FOR
APPROX.LOGATION.
SEE ARGH.AND MEGH.
DW65.FOR GURB AND
FLASHING MFO.
SEE 2!"1.04 FOR TYP.
FRAMIN6 AROUND
OPN65. IN ROOF DEGK
BELOW UNIT.
WELD TO J015T5 IN A
MANNER 50 AS NOT TO
IMPAIR THE SlREN6TH OF
STL JOIST JOIST REINF012GING JOIST MEMBERS.
(SEE 3/`I_04)
� ����ION
HEADE2/JAMB NOTES:
I. U5E ONLY UNPUNLHED MEMBERS PoR HEADER LONSTRULTION. PROVIDE WEB
STIFFENERS AT EAGH END OF EAGH MEMBER.
2. SEE 4/1.04 FOR LOGATION OF HEADER WITHIN WALL FRAMIN6.
3. GONNELT HEADER MEMBERS AND JAMB MEMBERS TO6ETHER A5 REUIIRED TO
AGHIEVE GOMPOSITE AGTION. GONNEGT ENDS OF HEADERS TO SUPPORTIN6
JAMB STUDS PER THE MANUFAGTURER'S STANDARD DETAILS.
GONT.TOP AND BOTTOM
TRAGK. TRAGK WIDTH TO�
MATGH WALL SNDS.
TRAGK THIGKNE55 TO
MATGH HEADER MEMBEFS.
SEE ARGH. DWGS. FOR WINDOW-
OR STOREFRONT SYSTEM.
DESI6N OF GONN. TO STRUGTURE
SHALL BE BY WINDOW OR
STOREFRONT SYSTEM SUPPLIER.
T/STL.
SEE PLAN NOTES FOR
�TYP. STUD WALL GONST.
�(2) STUDS (MATGH WALL SND SIZE
AND 6A6E), V.N.O.
SEE ARGH. DW65. i
���. ������ ����I��
� N.T.S.
I/4"
MAX.
END OF JOISTS. WHERE OPPOSITE-
JOISTS DO NOT ALIGN, EMEND ENDS
OF JOISTS I" MIN. PAST G/L OF
SUPPORTIN6 BEAM.
� ����I�IV
STL BM.
�PER
5 J.I
STL ROOF DEGK
SEE FRAMIN6 PLAN
STL JOIST
nP.
�o �����o�
L4x4xl/4x6" LON6
'YP ve
5TL J015T, SEE SEGTION-
3l1.04 POR JOIST REWF.
BELOW SUPPORT AN6LE5.
WELD TO JOISTS IN A
MANNER 50 AS NOT TO
MPAIR THE SlREN6TH OF
JOIST MEMBERS.
AT SEGT. bA 6ROUT
G ML. SOLID MIN. g"
AROUND EXP.ANGHORS.
AT 12" G M.U. PROVIDE �
I/2x8z12 PL. W' (2) I/2" DIA
x 5"LON6 WELDED NEADED
STUDS AT EA. JOIST
(AT H" GM.U. PROVIDE
V2xbxl2 PL W/ (2) V2" DIA
x 5" LON6 WELDED HEADED
STUDS AT EA. JOIST)
NSTI = T/PI
GONT. 12" DP. BOND �
BEAM W/ (2) a4
GONT.
GMU. W/ HORIZ. JOINT�
REMR AT I6" OL. VERT.
6ROUT JOIST POGKETS
SOLID AROUND JOIST
SEATS.
SEE PLAN NOTES FOR-
veRr. ReiNF.
GONTRAGTOR.
rra.
TMP� 3/16
SEE FRAMING
� S���ION
O6� ����I��
SEGT. IS SIM. WHERE BEAM
OGGURS AT ONE SIDE OF
GOL ONLY.
GOLUMN GONTINUES AT �
SOME LOGATIONS.
T/GOL i
N �
T/STL.
sEE P�aN
L4x4zl/4 (4 51DE5),
WELD DEGK M�T
SHOWbV TO AN6LE
FRane.
AT SEGT. bA PRGYIDE GONT.
L4x4xl/4 W/ 3/4" DIA EXP.
ANGHORS AT 24" O.G AND b"
FROM ENDS AND SPLIGES.
SPLIGE ANGLE AT G/L JOISTS.
�PER S.J.I.
STL ROOF DEGK,SEE
FRAMING PLAN.
STL.
WORK POINT (W.PJ F02
SLOPIN6 BEAMS
rra.
3/I6
GONGENTRATED LOAD VERTIGAL ROUND WEB MEMBERS ARE NOT-
AT TOP GHORD � ADEQUATE FOR SUPPORT OF GONGENTRATEI
LOADS. REMFORGE TOP GHORD W/ AN6LE5
AS SHOWN AT LEFT.
FlELD WELD (2) L2x2x3/Ib FROM EAGN�
GONGENTRATED LOAD LOGATION TO ��� TYP.
NEAREST TOP OR BOTTOM GHORD PANEL
POINT (ONE AN6LE FAGH SIDE OF JOIST
GHORDS). WSTALL AN6LE5 AT OUTER GONGENTRATED HAN6ER LOAD AT
FAGE OF GHORDS. BOTTOM GHORD
DETAIL 15 NPIGAL FOR ALL J015T5 EUPPORTIN6 WELD TO JOISTS IN A MANNER SO
GONGENTRATED LOAD(5) FROM TOP OR BOTTOM AS NOT TO IMPAIR THE STRENGTH
GHORD BETWEEN PANEL POINT LOGATIONS. VERIFY OF JOIST MEMBEKS.
LOGATION AND NUMBER OF LOADS NV ARGH., MEGH.,
PLB6., AND ELEG. DW65. UOIST MODIRGATION NOT NOT6 JOIST REMFORGEMENT IS
REQUIRED FOR GONGENTRATED LOADS LESS THAN THE RESPONSIBILItt OF THE TRADE
200b OR WHEN LOGATION OF LOAD IS WITHIN b" OF GpNTRAGTOR INSTALLIN6 THE EQUIP.
TOP OR BOTTOM GHORD PANEL POINT).
3 ����ION
� T/WALL
15EE ARGH.DW65.
AT JOIST LOGATIONS
PROVIDE I!2" THIGK x 8" STIFF
a�.
GM U. W/ HORIZ. �
JOINT REME AT
I6" OG. VERT.
6ROUT G M U. 50LID -
AT ALL EXP. ANGHOR
LOGATIONS.
SEE PLAN NOTES
VERT.REMF.
ADJAGENT FRAMIN6 � STD. AISG DBL AN6LE GONN.
(IF ANY) 15 NOT SHOWN. DE516N GONN. TO DEVELOP FULL
UMFORM LOAD GAPAQTY OF
SUPPORTED MEMBER. ALL 80LT5
SHALL BE PRE-TENSIONED/SLIP
cRinc,a�, ,rP.
Typ STIFFENER PL EAGH SIDE OF
3/I6 GOL TO MATGH THIGKNE55 OF
BEAM FLAN6E (THIGKER FLANGE
WHERE FLAN6E5 DIFFE�, TYP.
�� s����o�
N T.S.
I 5/8 6
CONL L4x4xl/4 W/ 3/4" DIA EXP.
ANGHORS AT 48" OG AND 6"
FROM ENDS AND SPLIGES.
STL.ROOP DEGK,SEE
FRAMIN6 PLAN.
T/AN6LE (SLOPES
. NV STL DEGK
����I��
� 3/4• _ ��_O•
SEGT. IS SIM. WHERE BEAM
OGGURS AT ONE SIDE OF
GOL ONLY.
3/4" GOL GAP PL. WELDED �
TO TOP OF GOL.
GOWMN GONTINUES AT�
SOME LOGATIONS.
T/GOL.
N
vsr�.
SEE PLAN ��E
ADJAGENT FRAMIN6
(IF ANY) IS NOT SHOWN.
HORIZ.JOIST
BRID6IN6 PER S.J.I.
L4x4xl/4 W/ (2) V7' DIA.
EXP. ANGHORS, ttP. AT
EA. JOIST BRI�61N6 LME
� � /nP
I I lo
I�O
��
I�O
IO
��� �����oN
WORK POINT (WP) FOR
SLOPIN6 BEAMS
TYP.
GONT.TOPTRAGK �
i T/WALL
� SEE AI2GH. DW65.
SEE PLAN
SEE ROOF FRAMING-
PLAN NOTES FOR TYP.
SND WALL GONST.
SEE ARGH.DW65.
GONT. HORIZ. S1UD
B2AQN6 BT STUD �
MANUFAGTURER, NP. �
SEE FOUNDATION PLAN AND-
REFERENGED SEQIONS FOR
ANGH02AGE OF BOL TRAGK.
i T/SLAB �
�SEE PLAN
(2) JAGK BEARIN6 SNDS AN�
(9J FULL-HEI6HT KIN6 5ND5
EA. END OF OPENIN65, TYP.
�NO.
Il2xl2x18 PL. W/ (3) I/2" DIA
x 5" LON6 WELDED HEADED�
STUDS GENTERED BETWEEN JOISTS.
GONT. H" DP. BOND BEAM �
W/ (2) �4 GONT.
GM.U. W/ HORIZ. JOMT REMF.
AT Ib" O.G. VERT.
STD. AISG SHEAR TAB GONN.
DE516N GONN.TO DEVELOP FULL
UNIPORM LOAD GAPAQTY OF
SUPPORTED MEMBER. ALL BOLTS
SHALL BE PRE-TEN510NED/SLIP
GRITIGAL, TYP.
SEE ARGH.DW65.FOR
TOP OF WALL DETAIL.
GONL TOP IRAGK �
VERT. SLIDIN6 GONN.
AT EA. STUD
GONL LME OF FULL-0EPTH
BLOGKIN6.
3/Ib �/ 3-12
8005162-43 AT Ib" OG.
N15.
8"BR6.F2C
EAGH 51DE
�j ����I�N
° 3/4. _ ��_p��
5EE 5/1.04 FOR
HEADER GONST.
SEE ARGH.DW65.
J—�� PER 5 J.I.
�� �
STL ROOP DEGK,SEE
FRAMING PLAN.
STL JOIST. SEE PLAN
FOR JOIST SFAT
DEPTH,TYP.
SEE PLAN NOTES FOR
VERL REWF.
�
G/L 5TL BM. NV GONL L6x6x5/Ib AND
I/4" WELDED GLIP PL'S AT JOIST
� 8RID61NG LMES.
(AT SEGT.I2A G/L LH JOIST NV GONT.
LbxbxS/I6 AND I/4" WELDED GLIP PL'S
AT JOIST BRID61N6 LINES).
I� I�� ����I�IV
5/e � b
STL ROOF DEGK,SEE
FRAMIN6 PLAN.
NP.
HORIZ. JOIST BRID61N6 PER S.J.I.
LATERAL BRAUNG PER
MFR'S.REGOMMENDATIONS
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19700462
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�SHIRK&O'DONOVAN �ai snee�rnie
CONSULTING ENGINEERS, INC j
3�o ensr waSON ukioGe. eonu ��� FRAMING SECTIONS
WORTHINGTON,OH1043085 �
TFL (614J 436b465 � �
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