HomeMy WebLinkAboutRevisions; Install 10 Pipe bollards at resin tanl containment structureOFFICE
DATE FI
REVISIC
USE ONLY;
LED:
PERMIT # 2011-0437 2(
N FEE:
RECEIPT #
PLANNINIh�
BUILDING
& DEVELOPMENT
& CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462-1553
APPLICATION
FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3054 Industrial 31st Street
- Air ort Industrial Park
Fort Pierce, FL 34946
DETAILED DESCRIPTION OF PRC`JECT
REVISIONS:
Install (10) pipe bollards atl
resin tank containment struicture (detail attached
CONTRACTOR INFORMATION:
II'I
STATE of FL REG./CERT. #: CGC1504,
41 ST. LUCIE CO CERT. #: 32009
BUSINESS NAME: RF Concrete Construction.
Inc.
()T TAT TRTRUc hTA A T- -..-- r
ADDRESS: 664 Old Dixie Highway
CITY: Vero Beach STATE:Florida
PHONE(DAYTIME): (772) 567-3356 FAX:
OWNER/BUILDER INFORMATION:
NAME: Maverick Boat Group, Inc.
ADDRESS: 3207 Industrial 29th Street
CITY: Fort Pierce STATE: Florida
PHONE (DAYTIME: (772) 465-0631 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: ML Engine
ADDRESS; 2030 37
CITY: Vero Beach
PHONE (DAYTIME):
SLCCC: 9/23/09
Revised 06/30/17
Inc.
ZIP: 32962
(772) 778-2142
ZIP: 34946
STATE: Florida ZIP: 32960
772) '569-1217 FAX: (772) 569-4041
11-0437
,ROWN TOP FOR DRAI
8" 1#5BLOCK
W/1� C GONT GROUTED
SOLID 7
b" GMU WALL
PRE-EN5Rb RE51N TANK
AS PER PLAN � TANK SUPPORT AND ADJUSTABLE
LOAD CELL
b" PVG WATER STOP
TYP AT PERIMETER
12" THICK GONG. SLAB 4 FTC
AS PLAN
ANK WALL AT SUMP
FT6 AS PER PLAN
SCALE: 3/4" = 1'-0'
10" W x 6" DP SUMP TRENCH
W/ 1-1/2" 6ALV PIPE DRAINS AT EN05
12" THICK CON(. SLAB 4 FT6
AS PLAN ---i
FT6 AS PER PLAN
SCALE: 3/4" = 1'-0"
F_ PRE-EN61R'D RESIN TANK
TANK SUPPORT AND ADJU5TABLE LOAD
CELL CENTERED ON FTC
N
.;
4
FT6 AS PER PLAN
2'-0"
SCOPE OF WORK
I. THE SCOPE OF WORK IN THIS DOCUMENT 15 LIMITED TO THE DES16N AND CONSTRUCTION OF A FOUNDATION SLAB AND
CONTAINMENT WALL STRUCTURE TO SUPPORT A PRE-EN61WERED PRE-MANUFAGTURED STEEL RE51N TANK DE516NED AND
MANUFACTURED BY NJRINDU5TRIE5.
2. REFER TO ADMINISTRATIVE 51TE PLAN FOR LOCATION OF EQUIPMENT TANK AND STRUCTURE.
B STRUCTURAL NOTES
St I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES
PRIOR TO CONSTRUCTION.
PROVIDE 5"W CONT CON( CURB 2. ALL CONSTRUCTION 5HALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK.
W/ I #5 CANT ALONG SUMP 6" 5TD PIPE BOLLAR05 AT 6 FT Or,
0 0 0 cv, 10" WIDE x &" DP SUMP TRENCH STRUCTURAL SUBMITTALS
I. THE FOLLOWIN6 MINIMUM 5TRXTURAL SUBMITTALS SHALL BE SUBMITTED FOR REVIEW:
® A. CONCRETE MIX DENS%
B. REINFORCING
o - - - - - - - -. - - - - PROVIDE I-I/2"D 6ALV PIPE G. MA50WY AND MA50NRY ACCESSORIES
F F-2 � DRAINS W/ GATE VALVES EA END D. PRE -MANUFACTURED RESIN TANK SHOP DRAWINGS
PRE-MANUF RESIN TANK
v ANCHORAGE BY TANK MAREFOUNDATION
o ( ( C � I. FOUNDATIONS ARE DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING ME59M OF 2,500 P5F.
L F-1 S1 - - J 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF q5% OF ITS MODIFIED PROCTOR AGGORDANGE WITH
❑ ❑ ❑ ❑ ADJUSTABLE LOAD CELLS A5TM 0155115 OBTAINED PRIOR TO FOOTING PLACEMENT.
A - - - - - - - - (ENTERED ON FOOTIN6 3. FOOTIN65 SHALL BE PLACED ON COMPACTED 501L FREE OF OR6ANIG DEBRIS.
57 I I 4 PER TANK TYPICAL CONCRETE
o 40" HIGH 5' (MU IN RUNNING BOND I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I.301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
IN
L _ _ _ i F-1 _ _ ( J #5 VERT BAR IN 6ROUfED GELL5 LATEST EDITION AND A.G.I. 30 BUILDING GORE REOUIRENENT5 FOR STRUCTURAL CONCRETE.
❑ o� ❑ - ❑ ® 32" O.G. MAX. 4 AS SHOWN WITH q 2. CONCRETE 5TRENOTH SHALL HAVE A MINIMUM 2b DAY COMPRESSIVE STRENGTH AS FOLLOWS:
- - - i - 6A HORIZ LADDER REINF AT I6" OG. FOUNDATIONS 3p00 P51 J" A66R. SLUMP 5" t I" WlG = 05
0 1. I PROVIDE (1) COURSE b" BOND MA50NRY 6ROUT 3000 P51 In A66R - SLUMP 108t I" W/G = WA
BLOCK VV 1#5 ® TMIALL 3. REINFORGIN6 STEEL. SHALL BE IN ACCORDANCE WITH A5TM A615 GRADE 60.
-- - ----- 4. WELDED WIRE FABRIC SHALL BE IN AGGORDANGE WITH A5TM AII55 AND SHALL BE ADEQUATELY SUPPORTED AT 3'-0 O.G. EACH WAY.
6 S 5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS:
0 L - _ F-I (TYP ® 3 51DE5) _ J 2" THICK CON( SLAB W/ #b CAST AGAINST EARTH 3 INS
AT 12" Or, EA WAY TOP 4 BOT EXP05ED TO HEATHER 1 1/2 INS
m T/51LAB LEVEL b. PROVIDE qO DEGREE LAP SPLICES AT ALL INTERSECTIONS.
1. REINFORGIN6 SHALL BE LAPPED SPLICED AND TIED WITH THE FOLL0WIN6 MINIMUM:
#4 241% -
8" 25'-& 8 #5 30 INS
#6 361%
2T-0" 5'-0" BUILDING STRUCTURE 6. CONCRETE SHALL BE TESTED IN ACCORDANCE WITN ASTM 63q. A MINIMUM OF (5) TEST GYLINDEP5 SHALL BE TAKEN FOR
MIN EACH 100 CV YD5 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 GU YD5 OF POUR.
(YLINDER5 SHALL BE TESTED AS FOLLOWS:
® 3 DAYS
o l DAYS
2 0 28 DAYS
I ® 56 DAYS (IF THE MINIMUM 5TRE%TH 15 NOT MET IN 2b DAY5)
q. CONTRACTOR 5HALL PROVIDE SAW GUTS IN SLABS AT A MAXIMUM 5PAGIN6 AS INDICATED IN PLAN AND AT ALL RE-ENTRANT
CORNERS. SAW CUT5 SHALL BE 1/41TE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT THE A66RE5ATE FROM BEING 0I5LOD61ED BY THE SAW BLADE. THI5 15 AN EFFORT TO CONTROL THE
5HRINKA6E 5TRE55E5 AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RE5ULT5 IN CRACKS, WHICH 15 NOT UNCOMMON.
MASONRY
RESIN TANK CONTAINMENT WALL & SLAB PLAN I. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/ASCE 6/TM5 b02, 5PEGIFICATION FOR CONCRETE
5GALE: 1/&" = 1'-0" MA50NRY STRUCTURES AND AGI 530/ASGE 5/TM5 402, 6UR DING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
NOTES, 2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqO, 6RADE N, TYPE 11. MA50NRY UNITS SHALL BE TESTED
I. PRE-MANUFAGTURED 5,WO 6AL RESIN TANK BY N.J.R. 51ZE 6-6"H x Il'-9"L x 6-3"W IN ACCORDANCE WITH A5TM 6140 AND SHALL HAVE A MINIMUM Fb = IgO0 P51.
2. RE51N TANK WE16HT = 13, 000 L55 (b5 TONS) 3. GROUT SHALL BE IN CONFORMANCE WITH A51M C416, COARSE TYPE SLUMP q" TO II".
RE51N WEIGHT = b5, 000 L55 4. MORTAR SHALL BE IN ACCORDANCE WITH A5TM 6210, TYPE 5.
TOTAL = 18, 000 LB5 5. ALL MASONRY JOINTS SHALL BE WATERTIGHT AND GONGAVE TOOLED WITH A NON 5TAININ6 TOOL.
3. F-1: 24" DEEP x 24" WIDE x GONT. W/ 3 #6 LW BOT. b. EXTERIOR 9URFAGE5 SHALL SEALED AND PAINTED.
F-2: 24" DEEP x 30' WIDE x GONT. HU 3 #b LW BOT 1. PROVIDE GLEANOUTS AT INTERIOR SURFAGE5 FOR ALL 6ROUTED CONC41RUGTION AND LIMIT MORTAR PROTRUSIONS TO 112" MAXIMUM
4. REFER TO SITE PLAN FOR ACTUAL LOCATION IN 61ROUTED (E1 15.8. ALL MASONRY WALL5 SHALL BE CONSTRUCTED IN RUNNING BOND WITH q 6A. LADDER TYPE JOINT REINFORGIN6 5PAGED
Ib" O.G. VERTICALLY. LAP AT ALL CORNERS AND b' MINIMUM.
q. PROVIDE &" PRECAST CONCRETE LINTEL5 WITH 1 #5 HORIZONTAL BAR 61ROUfED SOLID AT ALL MA50NRY OPENIN66 WITH A MINIMUM OF
LY BEARING EACH END, TYPICAL UNLE55 NOTED OTHERWISE.
STORAGE TANK / CONTAINMENT STRUCTURE CLASSIFICATION
H-3
CLASS lA FLAMMABLE LIQUID STORED AT ATMOSPHERIC PRESS.
Y ,x ti . �.
FIRE SEPARATION REQUIREMENTS
BUILDING CLASSIFICATION F-1 SPRINKLERED
STORAGE TANK H-3
FBC TABLE 508.4 NO SEPARATION REQUIRED
NFPA30 TABLE22.4.1.1(b) 30 FT FROM PROPERTY LINE & 5FT FROM BUILDING
SEPARATION PROVIDED > 30 FT TO PROPERTY LINE
> T-5 TO STORAGE TANK & 5 FT TO CONTAINMENT STRUCTURE
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This drawing and design as shown Is
the property of ML Engineering, Inc.
Reproduction and/or use of this drawing
or any content therein, without express
consent or permission of this company
Is prohibited, may constitute an infringe-
ment, and may be subject to legal action
by MIL Engineering, .Inc.
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ISSUE: DATE:
1. CLIENT REVIEW 08/18/20
2. PERMIT 09/01/20
b"m STD PIPE w/ 1#5 VERT.
F 6ROILTED SOLID, SEE ARCH.
z PLANS FOR LOCATIONS
(p''ccri REVISIONS: DATE:
m
z!PLDG DEPT COM 12/29/20
EXIST. CONCRETE SLAB, RE�tWE
z PAVEMENT OR GRADE •Y
CODE COn�p
4 sr. COu� O
BOCK
DATE: 08/1 SI2O
m 12"0 GONG. FOUNDATION DRAWN BY: TR
1 4CHECKED BY: ML
JOB No. 20-198
12" m File Copy
_ u SEAL: j�
TYP. PIPE BOLLARD DETAIL i1V
FIN15HFD PAINT SHALL BE BE FPS AMERGOAT SINGLE COMPONENT EPDXY yHjtu-
WITH A PP6 P5X ONE ACRYLIC TOP COAT. 1 1
COLOR SELECTION BY OWNER. \
MINAELA. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
sm
■
OF 1 SHEET