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4330 20th St (51)
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4330 20th St (51)
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Last modified
3/3/2025 5:42:57 PM
Creation date
2/25/2025 4:12:33 PM
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Building Plans
Street #
4330
Location
20th St
Contractor
The Haskell Company
Building Plans - Permit #
19482
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8 7 6 5 4 3 <br />9 <br />T8 10 <br />6 <br />SEE PLAN 2/5-132 <br />� i SEE PLAN 3/S-132 I i <br />J 8 3/4" --- - q`= 3 N" -- <br />A3 <br />13 <br />W10X17 W10X26 NO PIPE 6 STD <br />J.1 <br />W10X1700 <br />�= <br />M o o <br />CD <br />00s-c�-cos `" <br />o <br />r � k <br />S 523 S 523 CV <br />T1STL TYP UON @ <br />_ w . A__ --- 1 W1 X�6 112' - 41/2" NEW COL. W10X26 <br />1 TYP. <br />W1OX26 B1 115'-101/2" 1 <br />b 5-523 1/2" THICK STEEL PL. <br />a1 ; <br />pkp W10X'26 T/STL. PL. = 112' - Si <br />yp-t o 0 <br />T/COL. x B2 <br />OL <br />112' - 41/2" 0 1 � s-522 <br />TYP. (4) <br />r r o <br />xo PLACES B1 <br />N S-523 W1Q ,2 PLATFORM DESIGN T/STf <br />oPP J- BASED ON 250 PSF 1WL�01/2" w1oX26 <br />HAND <br />ch I: <br />N �I AlC2 <br />W1 OX26 s 522 I <br />A4 Q � � <br />PIPE RACK DESIGN BASED <br />C '4' -11 1/2" 2 4" ON 35 PLF PIPING LOAD <br />3l4 3! <br />41 <br />TYP UON I j 5' - 6 l4" o 0 0 <br />ti " FACE OF EXIST. WALL <br />x TO EDGE OF STEEL PL. <br />o <br />_�. <br />— _ T/STL I A3 <br />115' -101 /2" W10X26 S 523 <br />PIPE 6STD <br />W1OX26 60PIPE RACK FRAMING PLAN - PART B <br />� T/STL. , ' <br />-PLATFORM FRAMING PLAN r <br />,� , <br />%,' <br />I 110' - 21 /2" 4 % 'r � �1 � ,' ' ,� ,� �` f� ';� ,� r` ''T/STL. ' ,E ' <br />TYP. UON 3/16" = 1'-0" , ' '/' 1 y 10' - 21/2" <br />!� <br />J P 4 <br />PLATFORM FRAMING NOTES: - " / j TISTL.;' �;' ;'/';,IDS -X511 <br />1. INSTALL PLATFORM AFTER WATER PIPE f% : <br />' 115' -101/2 <br />a 0 INSTALLATION IS COMPLETE FOR CLEARANCES. HSS5X5X1/4 W1OX26 <br />N m <br />B4 7 0 <br />T/STL. s-133 0��, <br />W1OX26 110' - 21/2" W10X17 �Qo <br />29'-0" � 4'-6"" <br />0 <br />E K DESIGN BASED I 110T21/2" <br />ON 35 PLF PIPING LOAD o <br />iCD <br />HSS8X8X3/ X26- — 0 7 <br />TYP UON �HSS4X4X1/4 <br />W10X26 <br />~ M-Cr_ - <br />4 o �T/STL <br />OX26 110' - 21 /2" _ <br />PLATFORM 114" HSS4X4X1/4 > x <br />ABOVE 4 3/4" �' B4 B4 A3 C:)PIPE 6 STD c� <br />S-522 S 522 S-523 - �' N <br />CN <br />FACE OF EXIST. 3- 4" 30' - 0" 30' - 0" 30' - 0" o � <br />CMU WALL 4'- 11 1/ ' T/STL. <br />rya_ _0 , _ <br />110 21/2 <br />W10X17 I r W10X17 W10X17 N o <br />J.1 A IF <br />W10X17 W10X17 W10X26 plc I. <br />SEE PLAN 1 /S-131 - <br />�, o o T/STL., <br />110' - 21/2" 1' - 2" 3' - 4" T/STL. <br />A i SEE PLAN 1 /S-132 110' - 21/2" <br />PIPE RACK FRAMING PLAN - PART B B4 <br />PIPE RACK FRAMIN PLAN - PART C 522 <br />3/32" = 1'-0" <br />11 FO #11 7/30/2018` <br />$ 12 ADDENDUM #4 8/02/2018 The Haskell Company <br />HASKELL * <br />YAT FO #9 7i2/2018 IIIRiverside Avenue <br />' Jacksonville, Florida 32202 <br />« *o — z 9 Phone # (904) 7914500 <br />3.OR*�' E Addendum #2 5/16/2018 <br />*"•*e+« x ' COR'ORATE ENGINEERING O—FICE <br />ZONAL 1' c+:�t I DRAWN: DESIGN FIRM 132C CRESTSIDE DRIVE, SUITE 100 <br />"'i+►a,. REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE CONTROLNO.: 3401007 �� <br />yyyxCOhPFLL TE.K 75C1., <br />8 7 6 5 4 3 <br />SEE ARCHITECT <br />FOR TRANSITI01 <br />F <br />2 1 <br />8 9 <br />SEE PLAN 1 /S-133 <br />SEE PLAN 2/S-132 <br />PIPE RACK FRAMING PLAN - PART D <br />I <br />I <br />`\'� 3/32" = 1'-0" <br />WAREHOUSE EXPANSION STRUCTURAL <br />ZEPHYRHILLS NATURAL SPRING WATER PARTIAL PIPE RACK FRAMING PLAN <br />ZEPHYRHILLS, FLORIDA <br />The Information contained on this document is the sole property of NWNA SIZE SHEET NO. REV. NO. <br />and may not be copied or disclosed to others unless authorized by NI <br />DATE: D.M.: SCALE: D S-132 <br />2 1 <br />7 <br />CI <br />clT —.i r - . iF-1iI:. f -- _ _ I I I _F- <br />
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