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ROOF FRAMIN6 PLAN NOTES
I. GOORDINATE ALL DIMENSIONS WITH ARGHITEGTURAL DkAWIN65. SEE ARLHITELTURAL
ORAWIN65 FOR DIMENSIONS NOT SHOWN.
2 ROOF GONSTRUQION�. I-V2" pEEP x 20 GAGE, WIDE RIB, PAIMED STEEL RCOF DEGKM6 OVER
STEEL BAR ,iJ'ISTS, TlP. U.N.O. FASTEN DEGK TO SUPPORTIN6 STRUGTURE AS FOLLOWS, U.N.O.:
SUPPORT FASTENERS�. 5/8" DIA. PUDDLE WELDS AT 36/4 PATTERN
SIDELAP FASTENE25� (3) #10 SGREWS PER SPAN.
3. TOP OF STEEL ELEVATION (T/STL) = JOIST BEARIN6 ELEVATION = SEE PLAN.
ALL REFERENLE ELEVATIONS ARE BASED ON TOP OF FIRST FLOOR SLAB ELEVATION = 100'-0"
4. (SL) INDIGATES SLOPIN6 PRAMIN6 MEMBER, TYP_ U.N_O.
5. �E5I6N ANp FURNISH JOI5T5 AND BRID6M6 FOR A NEW WIN� VPLIFT (SERJIGE LOAD) OF 10 PSF.
b. ALL K SERIES JJI5T5 TO HAVE STANDARD 2-I/2" DEEP JOIST SEATS AN� LH SERIES JOISTS TO HAVE
STANDARD 5" DEEP JOIST 5EAT5, TYPIGAL VNLE55 NOTE� OTHERWISE THUS: XD' .
l. 5EE I/l_04 FOR iYPIGAL ROOP TOP E(AIIPMENT SUPPORi FRAMIN6 AN� 2/1.04 iYPIGAL DETAIL
AROUND OPENIN65 IN ROOF DEGK, TYPIGAL UNLE55 NOTED OTHERWISE E011IPMENT WEI6HT5
WpIGATE� ON PLAN ARE MAXIMUM TOTAL FOR UNIT, GURB AND AC4E550RIE5.
H. 5EE 4/1.04 PoR iYPIGAL STUD WALL FRAMIN6 ELEVATION AND 5/1.04 PoR TYPILAL BOX HEADER GONSTRUGTION
DETAIL SEE FRAMING SEGTIONS FOR STUD SIZE AND SPAGIN6.
9. ALL L.M.U. SHOWN ON PLAN TO BE REINFORGED WITN FbRIZONTAL JOWT REWFORGEMENT AT Ib"
O.G. AND �6 VH2TIGAL BARS AT 40" O.G., U.N.O. PROVIDE VERTIGAL �b BARS AT C,ORIdERS, AT EAGH SIDE
OF VERTIGAL CONTROL JOINTS AND AT EAGH SIDE OF WALL OPENIN65 (OFFSET REINFORQN6 FROM
EDGE OF OPENIN65 AS REQUIRED TO 0.EAR ENDS OF LINTEL BEARIN65. SEE PLAN FOR G.M.U. SIZES.
10. 5EE 4/1.03 PoR TYPIGAL LINTEL GONSTRUGTION DETAIL AND 5/�.03 FOR TYPIGAL BEAM/LINTEL
BEARIN6 ON G.M.U. DETAIL, iYP. U.N.O.
II. �- INDIGAiES WELDED BEAM-TO-GOWMN MOMENT GONNEGTION PER II/1.04, NP. U.N.O.
�- INDIGATES WELDED BEAM-TO-CAWMN MOMENT GONNEQION PER IIA/1.04, T1P. U.N.O.
12. SEE STRUGTURAL NOTES ON SHEET 2.00 FOR ADDITIONAL WF02MATION.
ROOF FRAMIN6 PLAN GODED NOTES 0�
. BEAR BEAM H" ON I/2x8x8 BR6. PL TBR6. PL. 126'-8 I/2". SEE 6/1.03 FOR BRG. DETAIL.
2 BEAR BEAM 8" ON V2z8x8 BR6. PL VBR6. PL 126'-O V2". SEE b!7 03 FOR BR6. DETAIL.
3. JOIST BEARING ELEVATION 126'-8 I/2". DEPTH OF JOIST SEAT AT EAST FAGE OF GMU. l-3/4".
4. JOIST BEA21N6 ELEVATION 12l'-4 V2". DEPTH OF JOIST SEAT AT EAST PAGE OP GMU. 2-V2'.
5. DE516N JOIST FOR A GONGENTRATED VERTIGAL SERVIGE WIND LOAD OF 3p00 POUNDS NP OR DOWN).
�i��� GO�UMN �G�I�DU��
GOLUMN GOLUMN BASE PLATE SIZE ANGHOR RODS
MARK SIZE TYPE THK. "B" "D" RUANTIN SIZE EMBEDMENT
H554x4 H554x4x1/4 A V2" 10" 10" 4 I/2' DIA. 8"
H556xb HSSbxbx3/8 A I" 12" 12' 4 3/4" DIA. 8"
H5512x12 H5512x12z5/ B I-V2" 20" 20" 4 I-I/4" DIA. 16"
WIO WIOr33 G I" 18" 18" 4 3/4" DIA. 8"
W12 W12x58 G I-V2" 20" 20" 4 I-I/4" DIA. Ib"
STEEL LOLUMN SGHEDULE NOTES
I. ALL CAWMNS SHALL HAVE A 3/4" THIGK GAP PLATE, 11'PIGAL UNLE55 SHOWN OTHERWISE.
2. SEE GORRESPONDW6 BASE PLATE DETAILS ON TNIS SHEET WR BASE PLATE iYPE(5).
3. REFER TO FOUNDATION AND FRAMIN6 SEQIONS FOR ADDITIONAL INFORMATION.
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BASE PLATE NOTES
I. HOLE DIAMETER = ANGHOR ROD DIAMETER + 5/Ib" FOR ANGHOR ROD �IAMETERS < I"
ANGHOR ROD DIAMETER + I/2" FOR, I" < ANGHOR RO� DIAMETERS < 2"
2 FILLET WELD THROAT THIGKNE55 "b" = I/4" FOR H556xb ANp H554x4 GOLUMNS.
"b" = 3/H" POR H5512x12 GOLUMNS.
•'c" = I/4" FOR WIOx33 CAWMNS.
"d' = 3/8" FOR W12x58 CALUMNS.
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12' (+/-) FIELD VERIFY
ALIGN FAGE OF NEW
GM.U. NV FAGE OF
EXISL G M V.
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REME AT
32" O G.
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OF EXIST. WALL
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AT TOP OF
EXIST. WALL
TO I�EMAIN
° END OF EXIST. WALL
EF-5 gELOW TO REMAIN.
8" GMU.
FAGE OF EXISL G M.U. _
END OF NEW GMU.
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12" GMU.
SEE l01 FOR ROOF FRAMIN6
OVER SERVIGE REGEPTION BELOW.
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T/5TL 12l'-2" AT
GOL LINE H.
PROVIDE 3/4" TMGK GOL GAP PL AND -
BEAR LH JOIST ON GAP PL EMEND WEST
END OF JOIST MIN. 2" PAST G/L GOL
,
W24x55
(.2-V2'9 (SU
GOPE TOP OF BEAM AS REQUIRED AND -
FRAME END OF W24 BM. TO WEB OF WIO
GOL W/ STD. AISG DBL AN6LE GONN.
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T/STL 126'-3" AT
GOL LINE H.
SEE 10l1.05
FOK GONN.OF
H55 TO GOL.
W24x55
HSS8x6>5/Ib (PLAT)
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PROVIDE H55 BRAGES
AT CdUARTER POINTS
OP H55 PER bF/1.05.
PROVIDE H55 BRAGE AT -
MID-SPAN OF H55 PER 5/�.05.
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PROVIDE H55 6RAGE AT
MID-SPAN OF H55 PER 5%105.
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FOR GONN.OF
H55 TO GOL.
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SHIRK & O'DONOVAN �
CONSULTING ENGINEERS,INC.
3�o ensr waSON ukioGe. eonu � i ROOF FRAMING PLAN
WORTHINGTON,OH1043085 �� AREA"A"
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