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7 6 5 L, 4 3 2 1 <br />v <br />IN <br />"Al <br />I IU' - L 1/2" <br />Al IPIPE RACK FRAMING ELEVA <br />Elevation 3/8" = 1'-0" <br />0 <br />7 8 9 10 11 12 13 14 <br />r r-% A R A I w 1 P'% M I A R I R 1#�% T 1— e% <br />1. SEE SHEET S-001 THROUGH S-003 FOR "DESIGN CRITERIA" AND "GENERAL <br />STRUCTURAL NOTES". <br />2. <br />PIPE RACK FRAMING AND FOUNDATION DESIGN BASED ON A DESIGN LOAD OF 960 <br />PLF LOAD. DESIGN LOAD INCLUDES 152 PLF DUE TO NEW FIVE GALLON LINE <br />PROJECT PIPE LOADS, 632 PLF DUE TO EXISTING PROCESS PIPING AND CONDUIT <br />LOADS, 16 PLF ALLOWANCE FOR FUTURE PIPING AND CONDUIT SUPPORT <br />-- <br />MEMBERS, AND 160 PLF FOR FUTURE PIPING LOADS. <br />3. <br />COLUMN BASE PLATE ANCHORS SHALL BE ACCURATELY INSTALLED USING STEEL <br />TEMPLATES TO POSITION THE ANCHORS AS SHOWN. <br />4. <br />GROUT SHALL BE PLACED BENEATH THE COLUMN BASE PLATES IMMEDIATELY <br />AFTER THE COLUMN IS PLUMBED AND LEVELED. ADDITIONAL LOAD SHALL NOT BE <br />APPLIED TO THE COLUMN UNTILL THE GROUT HAS ACHIEVED THE SPECIFIED 28- <br />DAY COMPRESSIVE STRENGTH. <br />5. <br />( 4 ) INDICATES TYPICAL MOMENT CONNECTION, SEE A2/S-131 FOR ADDITIONAL <br />INFORMATION AND REQUIREMENTS. <br />6. <br />COPE FLANGES AT END OF BEAM TO ALLOW INSTALLATION OF BOLTED <br />CONNECTIONS (TYP.). <br />7. <br />EXISTING FILLER ROOM WALL. <br />8. <br />EXISTING MEZZANINE SUPPORT COLUMN ALONG FILLER ROOM WALL. <br />9. <br />EXISTING CMU WALL. <br />10. <br />NEW HSS5X5X1/4 COLUMN, SEE PLAN FOR LOCATION. <br />CI <br />PIPE RACK FRAMING <br />PLAN - AREA A <br />3/16 'JI IV 2SIDES <br />3;4„�,�`. <br />3/32" = 1'-0" <br />T/COL. EL. 12'-3" <br />VERIFY x 4-5/8" HILTI-KWIK BOLT TZ <br />t w/3 1/8" EMBEDMENT <br />COL <br />T/BOND BM. <br />8" <br />1 V-9" (VERIFY) _ t L4x4x3/8x0'-8" (FAR SIDE ONLY) <br />31 /2"' 3" <br />1 1 /2" <br />I- - <br />2 <br />�� <br />m BEAM, SEE PLAN <br />�r ,: �1/4\3 TYP. TOP & <br />i <br />� <br />� i I 112° 1/4 3 BOT. <br />CLR. <br />HSS 5x5 COLUMN, <br />� �_� <br />COL. & BM. <br />I -J <br />L3x3xl/4x0 6 w/ 2-3/4 O A325N BOLTS <br />B <br />SEE PLAN <br />/8 <br />T/STL. <br />BEAM, SEE PLAN (TYP.) <br />BEAM, SEE PLAN <br />(4) 3/4" o A325 BOLTS <br />COL. <br />VERIFY CONC. BOND 1 I <br />SEE PLAN <br />1 1/2" 4" 4" 1 112"" <br />BEAM V-4" <br />3/4" THK. PLATE @ TOP <br />EDGE OF NEW FOUNDATION <br />Xk 1 0 of- <br />TOP VIEW <br />& BOTTOM. FLANGE <br />SLAB <br />\ <br />_ <br />I <br />I <br />EL. 94± <br />CN <br />NEW FOUNDATION/SLAB, SEE <br />COL <br />TYP.4 <br />ES <br />3/4" THICK BASE PLATE W/ <br />O� <br />1/2 DIA, HILTI KWIK <br />, I; I <br />'` �� <br />% <br />I I <br />W10X26 <br />FOUNDATION PLAN <br />3/8"X6"X6" <br />2 <br />PLATE TO <br />1/4 <br />CAP PLATE <br />BOLT TZ EXPANSION o <br />- <br />M <br />PL3/8x5"x0'-61/2" T & B <br />CAP PL., TYP. <br />ANCHORS WITH 31/4"1, - <br />N <br />BOLT TO BM. USING 4-3/4" O A325N BOLT <br />COLUMN BASE PLATE <br />3/4 PLATE TOP & BOTTOM <br />EFFECTIVE MIN. <br />- <br />BEARING ON 1" NOW <br />EMBEDMENT <br />CO <br />- T — <br />1' - 4"' 3" - 4"" 5 7/8" <br />SHRINK GROUT <br />TOP OF BEAM <br />SEE PLAN <br />N <br />5" - 1 7/8" <br />EXISTING SLAB -ON- <br />TYP. <br />¢ <br />``' <br />GRADE <br />3/16 <br />_ <br />HSS 5x5 COLUMN, <br />HSS8x4x3/8 <br />SILO <br />SEE PLAN <br />3/16 <br />911 <br />FOUNDATION <br />PERPENDICULAR BEAM <br />BEAM SEE PLAN <br />3/16 <br />2" 5" 2" <br />- <br />PLAN <br />- - - � <br />100 - 0 <br />AND CONNECTION NOT <br />SHOWN FOR CLARITY <br />I I <br />1/2 <br />I� <br />PL. 5/16x5x0'-6" A <br />(STM A36) <br />I I <br />EXIST. CMU WALL PL. - HIx x5/8"04" <br />t I w/ 2-HILTI 5/$"� KWIK BOLT <br />_ <br />N <br />WI (2)-1"0 A325-N BOLTS <br />w/ 31/8" MIN. EMBED <br />TYP. SHEAR TAB AT ALL <br />T <br />HSS 5x5 COLUMN, <br />I I <br />BEAM CONNECTIONS <br />I I Z <br />_ i <br />�� <br />CID <br />SEE PLAN <br />i <br />� � � <br />M EXIST. j <br />a <br />�� <br />N <br />A <br />/'� <br />FRONT VIEW <br />1/4 <br />- 9_ WALL <br />,�41i2" 41f2" <br />e - a <br />A2 <br />MOMENT CONNECTION <br />@ PIPE RACK <br />A3 <br />PIPE RACK COLUMN <br />BASE PLATE <br />MA <br />)COL & BM. CONN. TO EXIST. CMU @ GRID 6-M <br />•* <br />Section <br />3/4" =1"-0" <br />Section <br />1 1/2" 1'-0" <br />Section <br />1" = 1'-0" <br />EP bd <br />A CTURA� ENGINEER <br />11 <br />FO #11 <br />7/30/2018 <br />WAREHOUSE EXPANSION <br />STRUCTURAL <br />12 <br />ADDENDUM #4 <br />8/02/2018 <br />HASKELL <br />The <br />Ri HaskellAvenuey <br />Ja=nvllle, Florida 32202 <br />� <br />� � ` <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />PARTIAL PIPE RACK FRAMING PLAN <br />STATE •' <br />9 <br />FO #9 <br />7/2/2018 <br />Phone # (904) 791-4500 <br />CR4C�*' <br />*":ea.a..•*' <br />y _ - <br />E <br />Addendum #2 <br />5/16/2018 <br />The Information contained on this document is the sole property of NVNNA <br />and may not be copied or disclosed to others unless authorized by NWNA. <br />SIZE <br />SHEET NO. <br />REV. NO. <br />1 �' t®© <br />rgREc'Ivo4aasa2. REV.F <br />COR ORA E EN!INEERIFG 0 FICE <br />1 .-- CFESTSIDE DRIVE, SUITE <br />10D <br />D <br />S-131 <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />DRAWN: <br />DESIGN FIRM <br />coNrROLNo: 34010Q7 <br />DATE: <br />D. <br />SCALE: <br />, <br />COPPE�� TExAs �5C1_ <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />�; JQ .y WI IIK.k I.il 7i7 "! K:-h',I � i <br />