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REVISION 12-6-18
ADVANTAGE SELF STORAGE - BLDG. C (AV-37) KITTERMAN ROAD & US-1 PORT ST. LUCIE COUNTY, FLORIDA CONTRACTOR: WELSH CONSTRUCTION ENGINEER: BRYNTESEN STRUCTURAL ENG. HMB STEEL CORP 4080 Pines Industrial Avenue, Rockledge, FL 32955 Website: www.hmbsteel.com TEL: 321.636.6511 FAX: 321.636.0270 GENERALNOTES 1. G.C. IS TO SHOOT THE TOP OF ONE NUT TO ESTABLISH THE BOTTOM OF EACH COLUMN BASE PLATE ELEVATION. FOOTING MUST BE CLEAN AND READY, TO INSTALL COLUMNS. 2. FIELD TOUCHUP OF PAINT IS NOT PART OF HMB STEEL'S CONTRACT. 3. GROUTING OF BASE AND BEARING PLATES NOT BY HMB. 4. ALL CONCRETE FORMS SHALL BE STRIPPED AND THE POCKETS CLEANED OUT BEFORE STEEL ERECTION. 5. ALL FIELD DIMS, ERECTION SECTIONS, AND JOB CONDITIONS MUST BE VERIFIED AND/OR FURNISHED ON APPROVAL DWG's. ANY OF THIS INFORMATION NOT MARKED OR CHANGED ON THE APPROVAL PRINT WILL B€ UNDERSTOOD TO BE APPROVED AS SHOWN AND DIMENSIONED. 6. TO THE BEST OF HMB'S KNOWLEDGE, THESE SHOP DRAWINGS COMPLY WITH THE CONTRACT DOCUMENTS ISSUED TO US UPON NOTIFICATION TO PROCEED. 7. THESE DRAWINGS ARE FOR USE IN THE FABRICATION AND INSTALLATION OF ITEMS FURNISHED BY HMB STEEL CORP ANY USE OF THESE DRAWINGS FOR OTHER TRADES TO PRODUCE THEIR PRODUCT IS FORBIDDEN. HMB STEEL CORP WILL ACCEPT NO RESPONSIBILITY FOR ERRORS OF OTHER TRADES CAUSED BY USE OF THESE DRAWINGS. 8. ALL PIECE MARKS AND SHOP ORDERS ARE TO APPEAR IN AN UPRIGHT POSITION ON THE LEFT END OF EACH PIECE. 9. ALL BOLTS SHOWN HAVE BEEN DESIGNED FOR BEARING TYPE CONNECTIONS UNLESS SHOWN OTHERWISE. HARDENED WASHERS SHALL BE INSTALLED OVER ALL SHORT SLOTTED HOLES. CONSULT SHOP DETAILS FOR BOLT LENGTH TO BE USED AT EACH CONNECTION. DRAWING SYMBOLS BEAM SIZE j � T.O.S. RELATIVE TO 1ST FLOOR W16x26 +12'-O" C=1" (25) CAMBER INDICATES MOMENT CONNECTION (10) # OF SHEAR STUDS UNIFORMLY SPACED AT TOP OF BEAM W16x26 +12'-0 C=1 (8) ALTERNATE SHEAR STUD CALLOUT FOR NON -UNIFORM SPACING (10) MINIMUM MATERIAL GRADES W AND WT M, S, MT, AND ST HP L C AND MC HSS PIPE PLATE & BARS SHEAR STUDS HS HEX NOTS HARD WASHERS A325 BOLTS A490 BOLTS ANCHOR 13OLTS JOIST AND DECK ASTM A992 / A992M ASTM A36 / A36M ASTM A36 / A36M ASTM A36/A36M ASTM A36 / A36M ASTM A500 GRADE B / A500M GRADE B ASTM A53 GRADE B / A53M GRADE B ASTM A36-A50 / A36M-A50M ASTM A108 ASTM A563C ASTM P436 ASTM F3125 GROUP A ASTM F3125 GROUP B ASTM F1554 GRADE 36 UN ON SHEET 1 REFER TO MANUFACTURER'S DRAWINGS FOR ALL JOIST & DECK MARKS, LOCATIONS, WELDS, ATTACHMENTS, AND SECTIONS. STRUCTURAL 0 U 0 06 GO s _0 A,* ERECTION *// HMB STEEL CORP Contact Information Sha-ron Roslin, Project Manager Email: sroslin@hmbsteel.com Larry Duchaine, Detailing Manager Email: Iduchaine@hmbsteel.com TEL: 321.636.6511 lint I 15J THESE PLANS AND ALL PROPOSED WORK ARE al1l,_IFCT TO AM/ CORRECTIONS REJLJLQU'k� U 6YFILL0INSPECTORS T1;AT UAY BE NECF83ARY IN ORDER TO CO�r'PLYWITH ALL APPLICAD ECODES.' 3D VIEW CONE="� "P' '� .: n- 'j ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 1. ,pY µ. VtLd" i�.l✓�1%111 •4L �.. e.V�i �..�. .v NOTED 1 , �< , E,F1TEQ, REV1GE Arab REst ;?SIT kEGLIVEP Fp.iiEW AND ACCEPTANCE IS FOR DESIGN INTENT ONLY AND IS NOT FOR DIMENSIONS, QUANTITIES, OR Fj['.Lr CONDiTi0NS, V i-nCH ARE THE SOLE RESPONSIBIL ITY OF THE CONTF<,%C'ICR. NO CHANGES OR DEVIATIONS FROro 'Ii ' CONTRACT DOCENTS ARE ACCEPTED UNLESS EA.C'ti S L nRLY UM IC;ENTIFIED AS SUCH AND EACH IS SPECiFICALL` A" "EPTED GR REJECTED. ANY AU E'PED C1{fN(E OR DEVAricm iS SIrwJECT TO A REDUCTION OF THE CONTTAC"r LWAP SUNI. Reviewed By WORK THIS SHT. WITH SHT. PILA L"L0.1. I N' , Date <�ABIED RICA OR: FOR F I ELID USE 1:141=V11:1410410 I ST. LUCIE COUNTY BUILDING DIVISI REVIEW FOR COMP IAN REVIEWED BY DATE °1 PLANS AND P RMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 4080 Pines In Industrial Avenue Rockledge, FL 32955 ai FAX (321) 36 0270 ADVANTAGE SELF 5TORAGE WELSH COVER 5HEET *GENERAL NOTES DRAWN BY LD CHKD. BY LA HOLES 13/16"O U.N. PAINT 1 SHOP COAT RED OXIDE BOLTS 314.0 A325 U.N. WELD ROD E70XX U.N. SCALE NONE DATE 7-23-18 JOB NO. AV-37 SHT. GNI A 0 0 0 Cu 0 0 0 co � o 0 0 o a o® cc u 1 9'-8 1 10'-0 I 10'-0 1 10'-0 1 10-0 1 10--0 1 10'-0 1 10'-0 1 10'-0 1_ 101-0 1 10'-0 1 101-0 1 10'-0 1 10'-0 1 10'-0 1 10'-0 1 10'-0 1 10'-0 1 5'-2 14'-6 1 NORTH � I 'I 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 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A - A ' I ' !71 r l n A CJ CC9 A g� FBV4X2 X 0'-2 (NS&FS) N w/13/160 HOLES (TYPS ©■MMEEA TYPE-1 & 2 200 REQ'D (TYPE-1), 4 REQ'D (TYPE-2) GC PLEASE PROVIDE ELEVATOR DIVIDER BEAM ELEVATION GENERAL NOTES 1. G.C. IS TO SHOOT THE TOP OF ONE NUT TO ESTABLISH THE BOTTOM OF EACH COLUMN BASE PLATE ELEVATION. FOOTING MUST BE CLEAN AND READY, TO INSTALL COLUMNS. HMB TO SURVEY ANCHOR BOLTS, IF PART OF HMB STEEL'S CONTRACT. 2. FIELD TOUCHUP OF WELD IS PART OF HMB STEEL'S CONTRACT, 3. GROUTING OF BASE AND BEARING PLATES NOT BY HMB. 4. ALL CONCRETE FORMS SHALL BE STRIPPED AND THE POCKETS CLEANED OUT BEFORE STEEL ERECTION. 5. ALL FIELD DIMS, ERECTION SECTIONS, AND JOB CONDITIONS MUST BE VERIFIED AND/OR FURNISHED ON APPROVAL DWG's. ANY OF THIS INFORMATION NOT MARKED OR CHANGED ON THE APPROVAL PRINT WILL BE _ UNDERSTOOD TO BE APPROVED AS SHOWN AND DIMENSIONED. B, TO THE BEST OF HMB'S KNOWLEDGE, THESE SHOP DRAWINGS COMPLY WITH THE CONTRACT DOCUMENTS ISSUED TO US UPON NOTIFICATION TO PROCEED. 7. THESE DRAWINGS ARE FOR USE IN THE FABRICATION AND INSTALLATION OF ITEMS FURNISHED BY HMB STEEL CORP ANY USE OF THESE DRAWINGS FOR OTHER TRADES TO PRODUCE THEIR PRODUCT IS FORBIDDEN. HMB STEEL CORP WILL ACCEPT NO RESPONSIBILITY FOR ERRORS OF OTHER TRADES CAUSED BY USE OF THESE DRAWINGS. S. ALL PIECE MARKS AND SHOP ORDERS ARE TO APPEAR IN AN UPRIGHT POSITION ON THE LEFT END OF EACH PIECE. 9. ALL BOLTS SHOWN HAVE BEEN DESIGNED FOR BEARING TYPE CONNECTIONS AND INSTALLED SNUG TIGHT UNLESS SHOWN OTHERWISE. HARDENED WASHERS SHALL BE INSTALLED OVER ALL SHORT SLOTTED HOLES. USE PLATE WASHERS OVER LONG SLOTTED HOLES. CONSULT SHOP DETAILS OR BOLT LIST FOR BOLT LENGTH TO BE USED AT EACH CONNECTION. a gO��a � c�ERTFED jg FABRICATOR FIELD USE REV-1 DATE I DESCRIPTION I BY I CHKD BY OPEN HOLES 13116"O UN PAINT RED OXIDE 1 mil DFT U HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION ANCHOR BOLT PLAN (BLDG. C) DRAWN BY LID JOB No, 37AV18 IDRG CHECKED BY LA No. AB101 APPROVED BY FOR FIELD USE 5-31-17 Q Q Q Q 4 4 Q� 4 4 4 4 4 4 �� Q 4 4 QQQ 9'-8 1 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 10'-0 5'-2 14'-6 I JQN Ur uQ1 L/62 I I titi �� 4 PCS 16 -- - - - --- - - - - - --- - - - - - --------------------------------------1----------------- 12A10 - -- - ----1---------- - - - - - 1 - - - - - - - - - - - - I 1 12A16 1 A16 12 17 I I I I I I I I I I I `! j2M2 sr� I sty I 2M13 1 2M6 2Mi3 j (1o'-31h) �y� 1 2M2 I I (10'-8) (10'-8) (10'-8) � 11961 waxlo "' (1p'-3) Co- W LL W U' l!! -2M2 ' - N - - - I j I l i I 2M3 - 2M11 (102M�2) 2M14 ¢ 15 ,o — — — — —-------- ----- E �10' s �z) ES1 I I, PI'-3 I 1 (10'-3l2) j (1o'-a) _ _ _ _ _ _ 11667 waxlo 14 v _--------- j M 12A8 ---------_ 12A9 - -' - - - --12A11-- - - - 12A9 - -------12A9 - - - --17 -- - 12A91 -------- _--12Al2- - 12A13 - - - - - - 12A14- - 2M12(1o'-6> -2M2 -ZM 2- q I j I I I 1 119B4 11985 (10'-3112) `r 11C 115B4 11584 11584 115B4 11584 � 115B4 11584 115B4 11584 11564 115B4 11661 115B2 w12x152 11684 116B8' ------- _ _ F115B4 2M2 - 1 -2M2 o N �obI I m m ,vy+�(10'-3Vz) 1 ?pe) (10'i3'hGti I ES1 yy+g 10 �o� � ti0�' � titi yye+ � q��, 2M11 , 2M6j Ny(10'-a115B5 11584 115B4 11584 1115B4 115B411584 11584 11584 115B4 115B4 i1584 11681 11583 w12x72 116B1 11584 115871 m yGN+ N ti 12A19 00 .o �yy 10 ti IE 11---------- 11565 115B4 11584 115B4 1 11564 11584 115B4 1 11584 115B4 115B4 115B4 1 15B4 11564 �i584 115B4 115B4 115B4 11584 j115B6 ES1 I I I I I ti ti/ j N I 20 3u2) 1 I I 1 G (' G I I ¢ ' PLCS N o I I I I tio°' tio� 1tio z I ' I¢ Gti I I I I I I I I I I I I I ph j I I I I 1 11565 11584 11564 115B4 11584 11584 11564 11584 11564 11584 11564 115B4 11564 11584 11 564 11564 115B4 11584 11566 10 - - - -, j I I I I I ES1 s o I I I I I I I I I I I I I I I I I I I N j r� o j Gti j I I I I I I I I 1 I I I I I I I I I I I I I 1 115B5 11584 115B4 115134 11584 11584 1 11584 1151914 _ 11584 1151314 115B4 11584 11584 11584 1 115B4 11584 1 11584 11584 111586 �J I j I I DET. X I N------------------------------ I 1 Q ti I I I I 1 2A1m¢81 _2M2 115B14 1 11584 15B4 11564 11564 1158411564 11584 1 115B4 1154 1 11584 115B4 115B13 -1 (10'-3 u2) I 1158711585 - - - - - - - - - I 2M9 -2M2 Gti cm I a) 3' M/E l I I I 115812 ,I' 2p3V2) I 115B14 1 E 11565 11594 11564 11584 11564 11584 115B11 ;w12x19 115B4 115B4 115B4 115B4 11584 11564 11584 115B4 115137 2M3 (2p 3kz) I o j o6G� j I II 2 o 1o3>h) 0"82 ------------------ 0a(1) ) I I I I I I I I 1 I I I j ti j j I I I I I I I I I I I I I I I ---------- j 115B5 115B4 11584 11584 115B4 11584 Tv I 115B4 I 11584 o I I 1 I o yti�• 1 j Gti j II I I I I 11585 11584 11564 1 11584 1 11584 11584 1 115B4 1 11584 I 1 1 I I I I I o I j i I I I I I I Q tiOLG 4 _ - 11585 115B4 115B4 11584 115B4 11564 115134 11584 EI I I 1 I I ES1 I I I I H 0 1 I I I I I ES ~ I 115B5 115134 115B4 I 11584 1151314 11584 + 115S4 I 11564 o I I I I I I I I I 0 1 I tiGti I I I I I I 1 I do I I I I I I �- --- 1151315 115B4 115B4 1151314 11584 11564 11564 115134 2M2-�' I I I I I I I o (1 2 100 cm- PLCS) 1 q TYP. COLUMN MARKS FROM LEFT TO RIGHT UN 11A27 11A14 11A14 I 11A14 -------- '---------------------------------------------- --------------------- ------ I 4 11584 j 11584 11564 11564 11584____,1 'r 11584 11564 11584 11584 11584 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 11584 I I I 1 11584 I I 1 11584 I I I I I I I I I 11584 1 11584 11584 I I I I I I I 11584 I i i 115134 I I 11584 1 11584 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I 115B4 I I I I 1 115B4 I I I I I 1 115B4 I I I I I I I I I 11,E 5B4 11584 I I I I I I I 115B4 I I I I 1 11 5B4 I I I I I I I I 11584 1 I I I I I I 11584 I f I 11564 I I 11564 1 I I 11584 I I I 11564 I I I I I I 11564 11584 11584 I I I 115B4 I I 11584 I I I 11584 1168E I I I 1 I I I I ,{r I I I I I I I h I I I I I I I I I I I I I I 115B4 I I I I 11584 I I I I ¢ 11584 I I I I I I I I I I 115134 115B4 I I I 11584 1 I I I I I 115B4 I I I I I 11584 I I I I 11584 I 116BE (T/BEAM EL. 10'-3142 UN) NOTES: ALL BEAMS ARE W8X10 UN ALL COLUMNS ARE HSS5X5X.250 UN I 1 I I I t I I I I I 11587 12A7 -2M3 (10'-3 lh ) N 1 ((10' 3)k) Q' I I I I i1A14 11A19 - I I I ,o I-2M2 (10'-3 1,12) cm I 7 PLCS Q� �I t��gE Y SIB qa tCERTRED �og :Z FABRICATOR ID FOR FIELID USE DETAIL X FOR GENERAL NOTES SEE SHEET GN1 1 08/31/2018 Misc. Added RH REV. DATE I DESCRIPTION BY CH OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL A ENGINEER ROCKLEDGE, FL 31, PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION 2ND FLOOR FRAMING PLAN (BLDG. C) DRAWN BY LD JOB No. 37AV 18 CHECKED BY LA DRG No. E101 APPROVED BY FOR FIELD USE 07-23-18 OA © © = O O © O ! c O © OO O O CD co cc ®(MW 9 -8 10 -0 10 -0 10 -0 10 -0 10 0 10 0 10 0 10'-0 10 -0 1 10'-0 1 10'-0 ! 10'-0 ! 10'-0 10'-0 ! 10'-0 10'-0 10'-0 5'-2 1 4'-6 I I I I I I I I I I I I I I I I I 1 I I I i I I I I I I I I 1 I I I I I I I I j I I I I I I I I I I i I I I I I I I i I I 1 I I I I I I i i I I I I I I V I I I I 1 1 I I I 1 1 I I I I I I I I I I _L_______ _ ___ __ __________ _________ I __________ I__________ _____ _ I ____ ______ __I ___ ----------- In 12A10 .o - -` I < 11B212A141 I 12A7 I 2M2 1- rMQ 1I�2M?(20'-IlJk) (201'k)11981 (20-ill) 11587I '-2021;0z)115B4----- --- --- - - - ----- ------- 4-----------I---------+--------------------a-------------------4----------F---------- 3PLCS 14 `r 13 — -- ' -------- 1 M '" 12A8 11585 — — — — 11564 I I ES1 1 1 — —12A9 — — — ---—12A11— — — — -- 115B4 11584 115B4 115B4 I — —12A9 — — — -- � 11584 11564 I I I 1 — 12A9— — -- — — — —12A9 — — — — — 12A9 -- i 11564 115134 11584 11584 115134 I I _ — — 12A14 — -- — 12A15 11584 11584 11584 �� 11584 1115B4 ti j 115671' N p 1 rn cmO bG I I 1 1 I I I O�G 1 1 �Ltiti ,n o r. ` b(> I I I I ti0 I I/ti0 I I I I I I I I I I I I I I I j ! II 1 1 Zl 64 I 11 B4 I Il 1 I I 1 1 1 12 E I 0 0 O 0 O O O O O-A I AM 3 0 O 0 0 0 1 0 O 0 2M2 O ( 12 PLC52-41 ) O ----------- 11585 �11585 11585 N I~ 11585 11585 1 B4 I 11584 5 5 $ 5B4 11564 I 11564 I 115B4 I 115B4 1 11584 1 11564 1 11584 1 115B4 1 11584 I 11584 1 11584 I� 11584 115B71 i I I I I I 1 I I I I I I I I I I I I I I Gti I I Gti I (,ti I �`L I I I ! 12A19 G�' I I I �O� titi0 �ti0 tititi j I N tiOh I I I I I I I I I I I I I I I N I I I I I I I I I I I I I 1 11564 ! 115114 ! 115B4 ! 115134 ! 11584 115B4 ! 115B4 I 115134 11584 ! 11584 I 11564 1 115114 11584 115B4 ! 115B4 115B4 115B4 ! 115B6 iI I I m �I `-2M` I I I I Gti I I / I G I I I I I i tip° I ti� I�'� I ! P5 ) 4 I wO`o y 1 1 I 1 1 1 1 I 1 I j i I I I I I I I I I 11564 i 11564 11564 i 11564 i 11584 i 11564 11564 11584 i 11584 11584 11584 11584 11584 31584 11584 115B4 11564 ®115B6 E$1 I I I 1 I I I I I I I I I 1 I I I I N do I I -1 4'-0 L 4'-0 2'-1 I I I I 11584 i 11584 11584 11564 11584 l� 115B4 11584 11 B4 11584 1 11584 11584 1 11584 11584 11584 11584 11564 11584 115B6 I �W I I I I (zMp 2M3ocm Gti ^ I B PLCS 1 2A4 s PLCS I I I ti� I �+ I '"' M 1 a N N , 2M2 (2o'-11 >k) cmI N I I I I I l2A18 i I 11564 115B4 1 115B4 1 115B4 1 115B4 115B4 q 115813 2 PLC5 '" 115614--—q 115B4 11584 11564 1 115114 1 115134 1 115134 1 11584 11584 31567 N � 2o'-ii V2) 2M2— N Vp4 ES1 2 P9C5^^ � q h+�I ' 1 1 19B6 H554X4X.313 iI ,Ntl Ak en (ZT-3q 2M2 115B4 11564 11584 1158 (206) `NN 54 11584 11594 II 11584 I 11584 �p-11584 I 11584 115B4 I 11584 I 11567 N Nt T�,pr QH MN-Q+ wl j I I I I I I A+h I I I I I I ES1 I ' I ryJ I(zt'-po�.)2M3—I I - 2M3(21'-o)I 1 (ti3 PLCS r 8 PLCS 1 1 1 115B4 1 11584 11504 11584 11584 � 11594 115B4 W 64 11584 1 11564 115B4 11584 11564 115B4 11584 v 115134 11584 11587 1 4'-0 4'-0 2'-1 I G.C. T VERIFY i I I I I I ELEVATION I G5' 1 I I 1 I I I I I I I I I I I I N I I 11584 1 11594 I 11584 I 11564 1 11564 1 11564 11584 1 115641 115B4 I 115B4 1 115B4 1 115114 1 11564 �I 11564 11584 115B4 in -® 11564 115B7 I I II I 1 I I I 1 1 I 1 1 1 I I I I I I I I I I I I I I I I I I I 1 1 I I I 1 1 1 1 1 I I I I I I I Gti 1 I I I I I I I I I I I I I I I ' I tiOti I I I I I I I I I I I I I I I I I I 11584 11564 11564 11564 1 11564 11564 ! 115134 11564 11584 ! 115B4 11584 115B4 11564 11564 11564 ! 11584 ! 11564 11587 i I I I I I I f I I I I I`-2M2 I I I I I I 1 I I I I I I I 5 PLCS ti I I I I I I I I I I I I I I .o el 11585 11564 11584 115B4 115B4 115 11564 11584 11584 115B4 115B4 115B4 115B4 11584 115B4 11584 115B4 11686 I 12A7 ~ I i 1 I 1 I 1 I 1 ----- — I I I I I I i`-2M3 j 0D(20'-11 lz) L 1 1 I I I 115B5 115B4 11584 11584 11584 11584 11564 11584 115B4 11584 11584 115B4 I 1 1 I 115B4 115B4 115 11584 116B5 I ES1I I i I I I I I I I I I 1 N I - I �TYP. 201Vz)2 COLUMN MARKS FROM LEFT TO RIGHT UN —►► I NORTH 3LDG. C NOTES: ALL BEAMS ARE W8X10 UN ALL COLUMNS ARE HSS5X5X.250 UN I 12A9 a anCERT ED :KFABRICATOR FOR FIELD FOR GENERAL NOTES, SEE SHEET GN1 USE Q Q Q Q Q 4 4 4 4 4 4 4 4 p 4, 4, 4, .T 9'-8 10'-0 10'-0 10'-0 10-0 10' 0 10'-0 10 -0 10 -0 10 -0 10 -0 10 -0 10 -0 10 -0 10,0 10 -0 10 -0 10 -0 5 -2 4 I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I —2M� I I 2M3 OFFSET �q" WEST j 2M3 I I I I I I (30'-0 1,41 I (30'-3)3PLCS 1 6 8V4 51Fl pLC ) I PL S L4X4X1/4/ -- - - - - - - - - - - - - - - - - -- 16 — — — — — — — — — — —--t----------i - —- 1--------- fi--------------------t--- --t — —i— i- EL. 30'-OV2 13A2 13A3—2M11(@ DE�K BRG EL.) I I —� _ I � I I ¢' N 2M3, 2M3 .- T ,p J30 -3) \ m m -� W 1 ,^� co ¢ r (30' 2 %6 ) EL. Vi6 oraTE 10 %0 — 'r" - " - �2M3— 1--2M3------------- v ---- -- —I--- �— — — — — I--- — — — 15 — - — — —� ---- — — —N --- -- ------1----- - — —1— ��11��11 — ( ) ((30'-3)) ROTATED 2M1 -\ EL. 30' 3 (32e3 )�\ 2M 30'-3) 3010) / / ko�Ar3Eb , 23 PLC5 - - - --- - - - - - - - - I --- - - -I --- - - - -- - - -- (30' 3) \ 114B3 - - - - - - - ---------- - - - - 14 — — — — — -- — — — — > NI o\I13A2'~ rnl 'o 13A2— rnl mI13A2m go m mI13A2m ml mF___rm4_ 13A2m ml m mI13A2mco v cm 113 A 1 co O\ I \ m m I m , `° ^ °° ^ °° n `° ^ }, .O .�-� .o .^-� 1O R ena O `0 .^-�10 ' 1 .O \ .^-, .O �o \\ .^-' ", 10 .'+-, 10 ti e10 � .tea 10 er•-a e-, ^' •-, 13 - EL_30'-4 11--All I 11468 ,� 11482 111482 011482 11482 114B2 114B2 11462 11482 11462 11482 11482 11482 ti114B2 ti11482 tiObG11486 �1G�/ 3 OFF5E 33/4" EAST `- 2M ROTATED T (3 '-3)3PL 5 (30'-3) 0 0 o rn 0 rn O rn O rn o O co co co ca co CD o m m m m m m m m m ,°�° ,� ,°n° ,°�° ,°�° in Lo In � In to to Lo 4 F to to 12-EL. 30'-6_- 11468 11482 11462 11482 i 11482 11482 11482 11482 11462 11482 i 11482 }_ 11482 11482 11482 11482 114B6 ES2 Vt - Gti Gti Gti Gti D Ob(> �01 �ti0 �ti0 �titi 0 13A?L 13A8� no ¢ Lo m cal In ca m m 11481 11482 Gti ti� '" 114812 ca tim ca' w coQ 11487 114132 114B12 G 4T 4vcm , ¢ co m m Lo in Lo Ln Lo 114B7 114B2 114812 mca C7 m m w v m ilIA13" I / (3032Vi6) 2M3 (30'-4 ) I, �2M3 ( 30'-6 1iz ) 11A9 13A9 ES2 o o rn o o m m '" m '" m m m m m m m .. O "' O O\ O O\ O 0 O 0 °` O °` O O\ O m O m m 0 O\ '" U Q ¢ rn rn .. m m m m m m m m m m m m10 ~-+ m m ca ca [� � 0 " to Lo to •�„ «. Lo In ICI In In 'IC1" .-' ca A co co � '2M3 Lo to to .� .. .� .... ti tiG ^ -n'"+ F,14BI;` (30'-73/4) 114B2 11482 11462 114B2 114B2 11462 114B2 114B2 114B6 ti� 11—_E_L_3o'-9 11488 11462 11482 11482 1 114112 -�-- 11482 F_ 11482 +� $* — 4' bry / 114B7 11462 2Mi 11A7 (30'-713A6) Gti �ogGti �oo1Gti + 'L i18B1vJaxzz li B2w14x2 ,`-2M3 I h O ti� o o rn o rn 0 rn o o 0 0 rn Q W o 0 0\ O rn O rn m rn O 0\ O p (30'-9 ) i O O\ O O O\ 0 O\ ,., O\ 0 .-, co com w m m ca •-+ m m ca m m m m m m CD m m m m atI m I e-Iin mch � 10 lD tm co to to L0 lL) Y�i Lo Lo H ti to ti "., ti .�,,, �,,, H ES .� ., .. ., 1 O EL_30_111h_ _ 11488 11482 114B2 11482 114B2 11462 114B2 11482 11462 11482 11482 11482 11482 11482 11482 114B2 114B2 114B2 114811 — i hGti, N ...... ¢ li \ - 2M311 V2 ) I tis -I rn o 0 0 0 0 o rn o rn 0 rn 0 0 0 rn 0 rn 0 a\ w m 0 m m o m o m m co co m m m m ca m m m m m m m m m cto o m to co m Im m e-' Qoto Lo m m m ca m L0 Ilm W) L) to Ln io H Lo per., ti ,,.., ,.,, eti •r In Lo Lo Lnto .-, in Lo to of �.., e-, .r , � 2'M3 to to to EL.31'-2 I 114BB 11482 114B2 11482 { 11482 114B2 11482+_ 11482 11462 11482 11462 114B2 11462 114B2 11482 11482 114B2 114B2 114811 �J -----I RG (31P CS ) 2 I4 \ oo mo I mo D IT. X Q ?? 3 �h6 ) O r iar KI 13A ~r O O O o� O O O o� O o� O O m O •"- , ROTaTEo 0 0 0\ m mco O .~i m O m m m co m m m m t L ICI � L) Lo In to ti Lo iin .r to � �1., .~-+ .-, .�-n � �., .-, ' .-, ,n m co co co co Lo It) .-� .-,y .-+ r. .� ca com .. m m m m co ICI 111 to .�-, 117813 In .. .. 13A9 (31'-3V2 HI) TYP EL.31_4 Vz - 11468 11462 114B2 11462 11462 11462 11482 i 11464 117615 114B2 11482 11482 114132 11462 114B2 11482 11482 114B12 11A8 _ - - - -- - - - (31'-4Vt)2 I4 i 1 `2 (31'-4 \ \ 3M 4Vz) O 2 P C5 iq 111486 H5504X 313 I e: pi QO O O\ O O\ O O\ O\ ON 0 O\ O\ O\ O\ 0 m O\ m m .. rn 0 ca o co O ca rn m m ca m y (30' -11) / I m to m m m m m m m co m co m to m In m In m In .-i m m to Lo L m in � In In � � .- In '+ to � 2M2 ��., ti ti to ti In Lo Lo Il1 �,,, ti to .-� „�., •-� to •'^ .�-„ E1.31'-7 114B$ 114B2 11462 1148 114B2 114B2 114B2 114B4 �_ _ _ -_ 17B15 11462 11462 11482 114E 11462 11462 114B2 11462 114B12 l (31'-6LO)TYP %2I 4(31' ) \ -2M3 ) On3(+ �oyy i 3 LC5 p .-, 1 O 13A(z--- ---•---------- ----' rn o rn o rn 0 O\ o rn 0 rn 0 0\ 0 O\ 0 ON j rn 0 m 0 m m m c0"o m co-o m m m Im m Ln m °�° i co uca mT ca Lo Im to Ico mrl min Im ) '" O e , m m m m co In 0 IL1 Lo In ,may to Lo m ca m Lo Lo + . � + .r i 2M3 EL.31'-41/z 114B8 11462 114B2 114B2 F 114B2 11462 114B2 11482 1146L 114B2 11482 11492 11492 114B2 114B2 11482 114B2 11482 114B12 �----------- > t q 3G O rn 0 0\ rn 0 0 m m m m ¢in m m m m m co m Q I D O �� o o rn o rn 0 rn 0 rn o rn 0 rn 0 rn o rn 0 rn w" rn o 0 rn rn - .� rn o o\ 0 rn .. m m m m m m co m m m co m m co In In ES2 0 .-, 1!o im tin .�i tiLo Lo Ln Lo Lo IC1 .�~-, ti to N Ln to ti .".,, ti rr'„ ti a - EL.31'-2 11488 11462 11482 1148211482 11482 11462 114B2 11482 11482 11482 11462 114B2 1146 11482 11482 11482 114B2 Lo 114B12 —2M3 ( 31'-2 ) O •, �o�Gti o rn 0 rn 0 rn 0 a 0 rn 0 rn 0 rn 0 rn 0 rn 0 rn 0 rn m m m ca ¢ 0 O\ 0 O\ o rn .. ., •• m co co m m m m L m In co to co I -2M3 0\ .. m m m m m m m m m m co m m m m 0 .-+ ca (30-41 m m m m L .-a i .tea in .fin N 0 .fir .In �., .wl �-, .�-i �-„ .�i �,,, a ,.,, H .ti Lcl Lo to ��--��— EL. 30'-11 Vz 114B8 114B2 11462 11482 1 114B— 2 11482 W 114B2 1 114B ` 114B2 r 11462 F 11482 11482 11462 i_ 1148114E 114B2 ih 11462 114B2 Lo 114B12 I '_ �/ -------_--- / ROTA 2M3 1 30'181i6) ¢ Gti (30 -9 1h6) ao 1 2' �2V4 O ti� o 0 0 0 0\ 0 rn 0 0\ 0 0\ 0 0\ O rn o m l ¢ o o rn o 0\ 0 0\ 0 O\ 0 co 0 co ca " ca rn co co co m co co m m m m 0 .-, O\ ,.,, Q• �,,., m .r m m m m m m m m m m m m m m m m m m co mLo P N 00 LLl co lCI m co Lo tC) tfir to Lo ti LLl � to � tCI in In to + in .� �- ." m 2M3 {(� .,,, tCi ,.., .-, ,.., •-� ..., '�i "y .~r ti .'tii ti .r'i a .-a .tiy ..r 'ti„ '-' ti "., « "" .-, "" •-� .� 1 .^-, L0 -, .. ,. (30'-9%6) EL. 30'-9 114B8 11482 11462 114B2 F 11462 114B2 11482 F 11492 11482 11482 11492 11482 114B2 114B2 �_ 11462 114B2 11482 114810 _ 30'-9 DEC) BR6 EL. M11 9� I (2M3 o �Q S1 ti��G ca o o ES1 o rn 0 a 0 rn 0 rn 0 rn 0 rn o rn o rn 0 rn o rn 0 rn o rn o rn 0 rn rn m RoOTATBED ) ¢ rn rn rn ,� m .. m m m m m m m m m m m m m Lo m m Lo m m in m m Lo m co c� Lo m Lo m tto •-I m m m m m m In co ti .�i 1[l ,�., �„ .�-� ��„ .�+ .�., .�., 0 .�., ,�,.,., �t ",,, .r'- """,,, .r'i "� 51F2 L4X4XVq _EL_30_-6 Vz_— 114B8 11462 114B2 1148�— 2 In to Ln Lo in Lo 114B2 11482 114B2 i 11462 114B2 11482 11462 11462 11482 114B_ 2114B2 11482 dl 114B2 114B9 11581 -- 2 3 2M3 (30'- lk) �30' Vi) I —2M3 OTA D ..., ' OtiG o o ¢ 1 (30'-6 Vt ) O 2M3 - p o 0 co o cD o m o co o ao m 0 co co co m m m m 12 PLCS O o m 0 co , co m co cp m co ., ¢ 0 co m m m m m m m m m m co m ca m m In o In to I m m m m10 .. r. 13A2 13A7 --- -4V16 13A1 13A2 13A2 13A2 13 2 13A2 13A2 13A2 — — — — - --- ---- ---- ----- —_— —_-- __ 1 — — — — — — — — — — — — -- — — — — — — ---- ----—--- — - - — -— ---- --- -- ---- — — ----- - -— ---- — -- — — - — — — — — -- --- — — -- — iM3 I I I I I v w 2M9 (30'-4 %6) (@ DECK BRG EL.) 36 PLC5 TYP, COLUMN MARKS FROM EFT TO RIGHT UN 4'-10 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5' 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-2 DENOTES TOP OF BEAM & EMBED ELEVATION (TYP) ROOF FRAMING PLAN (BLDG. C) (T/BEAM EL. AS NOTED) NORTH NOTES: ALL BEAMS ARE W8X10 UN ALL COLUMNS ARE HSS5X5X.250 UN FOR FIELD USE 2M15 (34'-7) d- rT, 2M9 (34' -7 ) Rl7 0 2M3 �I (34'- 14- 3 PLCS 2M16 T r 2M2 (@ DECK BRp EL.) (33'-9 ) (34'41/4LO) 116B15W6x12 ( 34' -7 HI) (34'-41/4LO) 116B15W6x12 co N ( 34'-7 HI) m \o (34'-41/4LO) 1161315w6m (34'-7 HI) —2M2 ( 3'-9 ) 2M16 (@ DECK BRG EL.) (> w 6'-1 6'-1 DETAIL X ELEVATOR ROOF APPROVER PLEASE VERIFY ELEVATOR DIVIDER BEAM ELEVATION 2M15 ( 34' -41/4 ) 2M9 (34'-4 V4 ) 2M3 �34'-4 V4 ) PLC5 FOR GENERAL NOTES SEE SHEET GN1 a" STIFF PLATE (BS) CNTR'D ON COL. 14" CAP PL w/4-4"O A325 "0 A325 TS COLUMN �! SEE PLAN BEAM TO BEAM OVER 4 UNDER COLUMN E SCHEDULE 6xl HORIZ SLOT IN SHEAR PL b HOLES IN BEAM WEB 40 A325-X BOLTS BEAM TO BEAM OR BEAM TO COLUMN SINGLE SHEAR SCHEDULE BEAM SIZE # OF A325X BOLTS ANGLE THICKNESS ANGLE LENGTH Y IS 2 16 52 W 10 2 16 52 W 12 3 16 82 W14 3 16 82 Wl(6 4 6 112 W18 5 16 142 W21 6 16 172 W24 7 16 202 W27 8 16 232 W30 q 6 262 W33 10 16 I A W36 11 16 3A SECTION A REF. 1/S500 (TYP BEAM TO BEAM OR BEAM TO COL. SINGLE SHEAR) (2)32x22xSEE SCHEDULE 2 PROVIDE SHORT SLOTTED T/BEAM EL HOLES IN PLATE SEE PLAN GIRDER s i GIRDER Zxl HORIZ SLOT IN SHEAR PL 2" HOLES HOLES IN BEAM WEB COLUMN 44) A325-X BOLTS I. FOR BEAMS NOT SHOWN HERIN FABRICATOR SHALL DESIGN THE SHEAR CONN. BASED ON THE REACTION SHOWN ON THE PLAN. 2, ANGLE MATERIAL SHALL BE ASTM A36 3. BEAM MATERIAL SHALL BE 50 KSI. 4. FABRICATOR SHALL CHECK BEAM WEB TEAR-OUT(BLOCK SHEAR) IF BEAM IS COPED S. PROVIDE SHORT SLOTTED HOLES IN BEAM WEB. 6. BOLTS SHALL BE INSTALLED "SNUG TIGHT". Lbx 4x2 (L LV) xCOL .WIDTH (NS#FS GIRDER TO COLUMN DOUBLE SWEAR SCHEDULE BEAM SIZE # OF A325X BOLTS ANGLE THICKNESS ANGLE LENGTH W8.WI0 2 16 52 W12.W14 3 16 82 W16 4 16 112 Nib 5 s 142 W21 6 a 172 W24 7 a 26 W27 8 a 232 W30 q e 262 W33 10 a 2q2 W36 11 e 32� SECTION D REF. 5/5500 (TYP GIRDER TO COLUMN) 4 0T/_WALL EL. Y SEE PLAN >- 24MAX 16 16 1gx32 SHEAR PL w/(2) 0 A325 BOLTS SECTION N REF. 3/5300 (TYP W8 CONNECTION @ STEEL COLUMN) MTL DECK 8 e" STIFF(BS 4" CAP PL_/ w/4-4"0 A325 21q-2M16 Fa x4xCONT w/ 0X5 STUDS @ 1'-0 oc SECTION J q/S300 (DECK BIG @ T/WALL) SEE P .,`TS COLUMN I! SEE PLAN 'a"0 A325 m T/BEAM EL SEE PLAN (2)LBMx EACH SIDE OF WEB SEE SCHEDULE SECTION 8 REF. 2/5500 (TYP BEAM SPLICE OVER COLUMN) SEE PLAN FOR MARKS L4x4x16 xCONT. w/([)40x7 WEDGE— ANCS @ ANGLE MIDSPAN BT/W BEAMS (5" EMBEDMENT) 21121 FB 2XC1X0'-q--____� w/(4)4Ox5 STUDS @ BEAM ROOF GIRDER(DOUBLE SHEAR) +E BEAM(SINGLE SHEAR) TO WALL SCHEDULE BEAM # OF A325X ANGLE ANGLE WELD SIZE BOLTS THICKNESS LENGTH SIZE WS 2 a 52 16 WIO 2 a 52 16 @ GIRDER W12 3 3 8z 16 I" RET TOP SEE t BOTTOM SCHEDULE @BEAM 2" RET TOP t FULL BOTTOM =� 6x12 HORIZ SLOT IN SHEAR PIL FB32xgxl'-I 4� A325 ib HOLES IN BEAM WEB w/(4)4�x5 BOLTS 40 A325-X BOLTS STUDS @GIRD 3R (2)L4x3xaxSCHEDULE w/LONG SLOTTED HOLES. @ BEAM L4x3xaxSCHEDULE W14 3 a 82 16 W16 4 a 112 16 W18 5 3 s I 14z 1 I6 W21 6 a 1721 116 W24 7 a 202 I6 W27 8 a 232 16 W30 q a 262 16 W33 10 3 A16 W36 II a 1 322 ib w/LONG SLOTTED HOLES. SECTION C REF. 3$4/5500 (TYP ROOF GIRDER � ROOF BEAM TO WALL CONNECTION) FULL RET BOTTOM 4 A325 BOLTS L4x3xa w/(2)4(P A325 BOLTS. HAND TIGHTEN PEEN THREADS. SECTION E REF. I/S300 (BEAM TO WALL 2ND t 3RD FLOOR) 40 A325 BOLTS CAP PL 1600-4 w/(4)40 A325 SC BOLTS BASE PL 4x8x0'-II w/(4)4(PA325 BOLTS I ®� W12 TRANSFER GIRDER, " STIFF(BO) TS COLUMN SEE PLAN SECTION K 10/S300 (TRANSFER GIRDER) JyJ SEE PLAN MTL DECK SEE PJ_AN FOR 1 JARKS TIE BEAM 1_4411xCONT.w/4(Px6 TITEN HD @ 2'-0 (5 MIN EMBEDMENT) SECTION F 5/5300 (21ND FLOOR DECK SUPPORT AT CMU) SEE PLAN T 4V -FB2 x 9x31' - I w/(4)4Ox5 STUDS SECTION L 12/S300 (DECK SUPPORT AT WALL) * BOLTS TO BE HAND TIGHT w/PEENED THREADS STOREFRONT (BY OTHERS) SEE PLAN MTL DECK TIE BEAM SEE PLAN FOR MARKS L5x2M(LLV)xCONT. w/4O POWERS WEDGE BOLT @ 2'-0 t AT I'-0 STOREFRONT—,,O.C. @ OPENINGS (BY OTHERS) (4" EMBEDMENT) FOR F I EL_D USE SECTION G 6/5300 (2ND FLOOR DECK SUPPORT AT CMU) TS COLUMN iI SEE PLAN ;I 4" CAP PL w/4-4"0 A325 a" STIFF(BS SECTION N (UP COL. ON BEAM) WORK THIS SHT. WITH SHT. EIOI-EI04 V- LIGHT GAGE — TRUSSES @ 2'-0 O.C. (BY OTHERS) 12 GAGE CLIP ANGLE (BY OTHERS) METAL STUDS @ 1'-4 (BY OTHERS) SECTION A REF. 13/S400 (LIGHT GAGE TRUSS BEARING ON HSS) e" CDX w/DECK SCREWS — (BY OTHERS) NSS 6x6x4 L 4x4x4xCONT OILT/BEAM EL SEE PLAN HSS TO BEAM 2" SHEAR PL LIGHT GAGE STUD (BY OTHERS) e" ANCHOR BOLT WELDED TO HSS @ 2'-0 OC e 3@I2 TYP 4"0 A325 I" CAP PL-/ Ii- -V— w/4-4"O A325 1 ! i 4 I TS COLUMN SEE PLAN SECTION F REF. 12/S400 SEE PLAN FB 4x4xCONT\ w/4(Px5 STUDS @ 1'-0 O.C. 2M3 FB 2xgxl'- w/(4)4(Px5 STUDS (I.B4°) 12 3 8 L6x3MBO'-4 w/(2)4OA325 BOLTS It LONG NORIZ SLOTS IN ANGLE W8x28 HOIST (G.0 VERIFY ELEVATION) T/NSS EL T/EMBED EL �l SEE PLAN SEE PLAN I Ox6X16 2M7—/ FB 2x4xO'-10 w/(2)4(c5 STUDS @ EA TRUSS -LIGHT GAGE TRUSSES @ 2'-0 O.G. (BY OTHERS) 12 GAGE CLIP ANGLE (BY OTHERS) SECTION B REF. 1415400 (LIGHT GAGj TRUSS BEARING ON EMBED) e" CDX w/DECK SCREW!,_ (BY OTHERS) HSS 6x6x4 L 44x4xCONT T/BEAM EL T1 SEE PLAN HSS TO BEAM L(6x3MBx0'-4—/ w/(2)4(PA325 BOLTS It LONG HORIZ SLOTS IN ANGLE SECTION K REF. Iq/5400 (ELEVATOR HOIST t ELEVATOR ROOF FRAMING) L32x32x61' SEE A/ESI HSS TO BEAM SEE PLAN FB 4x4xCON' w/4(Px5 STU @ 1' -0 O.G. 2M3 FB 2xgxl' w/(4)40x STUDS —LIGHT GAGE STUD (BY OTHERS) s" ANCHOR BOLT WELDED TO NSS @ 2'-0 OC SECTION G REF. 17/5400 —7TYP -<, ib 6 3@12 TYP 0 A325 HSS C( SEE PI CON( SEE PLAN L44x4xCONT w%40x64 WEDGE ANCS @ I'-6 O.C. MAX 01 SECTION D 9/S400 (DECK SUPPORT AT ROOF WALL) WELD @ TOP t OUSIDE EDGE OF HSS 62x7xl'-3 (3)40x5 UDS SECTION L REF. N/A (COLUMN BEARING ON TOP OF WALL) HSS IV P-LAN_ IOx(6x16 TO EDGES 215 BPL 2x152x1'-7- w/(( )441x5 STU (LSV) 4 V a" SHEAR PL(NS$FS) T/NSS EL -=N i�i' w/(2) 0 A325 BOLTS SEE PLAN -- ------ � Io HSSIOx6x6(LSV) 13A10 0 21�5 L5x32x4x0-4(LLH) BPL 2xl5z0-7 w/((o)40x5 STUDS 4 zL SECTION E 15/5400 (HSS BEAM CONN AT WALL) GIRDER CONN NOT SHOWN FOR CLARITY T/STEEL EL SEE PLAN W8x 10 = T/NSS EL HSS IOx6x6 ---_-- - SEE PLAN NSS IOx6x 6 H i i Bx32 SHEAR PL BEAM TO i 24MAX w/(2)40 A325 BOLTS ------ COL. EDGES HSS COL. I I L 3x3xe PI SEE PLAN 4 HSS 6x6x4 SECTION J 3 SIDES I 4 REF. 1015400 (ROOF W8 BEAM CONNECTION @ COLUMN) SECTION N REF. 16/5400 (TRUSS BEARING ON HSS) WORK THIS SHT. WITH SHT. EIOI-EI04 ow FOR FI LLD USE HMB STEEL CORP (N Z O 4080 Pines W Industrial Avenue > 2acWedge, Fcr L 32955 W FAX (321) 836-0270 A SECT. E REVISION 10—I13—IB ADVANTAGE SELF STORAGE WELSH ERECTION DETAILS DRAWN BY RN CHKD. BY L.A HOLES 13116.0 U.N. PAINT 1 SHOP COAT RED OXIDE BOLTS 314.0 A325 U.N. WELD ROD E70XX U.N. SCALE 314" = 1'-0 DATE 7-23-15 JOB NO. AV-37 SHT. E52