HomeMy WebLinkAboutIslamorada Brewery (ATF) Permitx THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE(WIND);
(FBC)EXISTING BUILDING 7th EDITION;AND
Saint Lucie County Property Appraiser (FBC)BUILDING 7th EDITION FOR THIS
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PROJECT WHICH INCLUDE.AND MAY NOT BE LIMITED TO;
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Surface Roughness:
m North Site Exposure Category: D
w Property Identification Wind Zone (4)
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o THE 2020 BUILDING CODE FINAL FIGURE"A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS)
+ _ Site Address: 3200 ST LUCIE BLVD Use Type: 4800 USING A MAXIMUM(Vult)WIND VELOCITY OF 160 MPH. ENGINEERING
DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT ELCON
�+ 01 03-24-2021 Sec/Town/Ran e: 29/34S140E Account �: 10037 THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
g PROFESSIONAL ENGINEER.THESE NOTES ARE PART OF THE ENGINEERING&SURVEYING, LLC.
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED
rt Parcel ID: 1428-702-1492-000-4 Map ID: 14/29S TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY. s90 PO PEACOCK E,FL 4986 #8
2 a� IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING,CONTAC PORTNE:ST.LUCIE, 9-347
PHONE:(772)879-0477
Jurisdiction: Saint Lucie County Zoning: Industrial THE ENGINEER OF RECORD. FBPE C.O.A.#32222
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE REVISIONS:
AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
r• s~ C SUPERVISION.THESE DOCUMENTS ARE INSTRUMENTS OF USE BY: DATE: COMMENT:
M AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. St.Lucie County
Q THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ELK 024 01 Building Department
n'tFil _' WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER.THE Comments
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE Permit Number:
t - o STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA 2103-0680
LAL
Z BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION
ANCHOR SYSTEM OF THE STORAGE TANKS.THE STORAGE TANKS St.Lucie County
Ilk ARE DESIGNED AND CERTIFIED BY THE TANK MANFACTURERS. ELK 02021 02 Building Department
Comments
ST LUCIE BLVD `" Permit Number:
2103-0680
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EQUIPMENT JOINT STOCK ��-
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VIEW LOOKING EAST VIEW LOOKING WEST
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BROCK GRAIN SYSTEMS
STORAGE BIN 200'-0" z
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FLORIDA LICENSE No. 35649
-- - 03/16/21
� _ _ — — _ _ — _ -
a �� EXISTING BUILDING as
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o PRE-FABRICATE(TRENCH DRAIN SYSTEM AS SELjCTED BY
Existing Grain Room, Grain Mill, Factory OWNER - INSTALL AS PER MANUFACTURER SPECIFICATIONS PROJECT No.: 21-1009-KMA
< INSTALL TOP OE TRENCH DRAIN @ -0'-2" DRAWN BY: ELK
Industrial, Group F-2 Occupancy - 02 04-21-2021 CHECKED BY: EV
iv DATE: 6/27/2021
:2 A SLOPE NEW SLAB/FOOTINGS TO NEW_ J CAD I.D.: ISLAMORADA
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SCALE: 11= — 11 /
It's fast.It's free.It's the law. SHEET NUMBER:
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All Sub-contractors are Responsible for verifying all changes www.callsunshine.com
to these plans prior to starting their phase of construction Es . 10
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THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE(WIND);
} 215 (FBC)EXISTING BUILDING 7th EDITION;AND
(FBC)BUILDING 7th EDITION FOR THIS
Bin Specifications PROJECT WHICH INCLUDE.AND MAY NOT BE LIMITED TO,
p Surface Roughness: C
2020-11 -18 Site Exposure Category: D
Model # 45-00907 a Wind Zone (4)
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- - - - � THE 2020 BUILDING CODE FINAL FIGURE"A"
(FIGURE MAXI ULTIMATE DESIGN WIND SPEEDS) ELCON
- USING A MAXIMUM(Vult)WIND VELOCITY OF 160 MPH. ENGINEERING
EXISTING 4" CONCRETE 01 03-24-2021 DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
Bin Measurements: ` THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED
SLAB PROFESSIONAL ENGINEER.THESE NOTES ARE PART OF THE ENGINEERING&SURVEYING, LLC.
- CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED 590 NW PEACOCK BLVD,SUITE#8
TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY. PORT ST.LUCIE,FL 34986
IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT PHONE:(772)879-0477
THE ENGINEER OF RECORD. FBPE C.O.A.#32222
,}, O THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE REVISIONS:
- I ��� ' AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
BY: DATE: COMMENT:
SUPERVISION.THESE DOCUMENTS ARE INSTRUMENTS OF USE
AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. 03-24- St.Lucie County
ELK 01 Building Department
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 2021 Comments
WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER.THE Permit Number:
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE 2103-0680
t f STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA
I BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION
l e- ANCHOR SYSTEM OF THE STORAGE TANKS.THE STORAGE TANKS
31'-7" 3-0 2 8 ARE DESIGNED AND CERTIFIED BY THE TANK MANFACTURERS.
Fill Height
IF
Collar
9'-4 3/4" Clearance 01 16 600
300°
Hopper
32 3/4" ('03Ln
TYPICAL ANCHOR A r .
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9 0.
Diameter (Ft.)
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Anchor Bolts:
Bolt Specification............. 5/8" diameter X 12 in. Heavy Hex Anchor
Bolt Circle Radius............ 55 15/16"
::1One Bolt Chord.................. 55 15/16" Anchor Bolts....... 6 _ EXISTING 4" CONCRETE Z Z
Number of Legs............... 6 Embedment....... 1011 SLAB Q O
Roof Measurements: w Q
91 �A (D 0
Roof Type........................ Feed Bin Roof guage......... 0.030 "
Roof Angle........................ 40 ° Q Z
Bin Loads (ASCE 7-10): Roof Load: A 03 I--
Wind Load........................ 147 mph Exp. C Peak..................... N/A ��-
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TYPICAL ANCHOR
Seismic Design Category.. A; Sds = 0.059 Uniform Load........ 40 PSF 02 LI U
Hopper: TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SCALE: nts
Upper Panel..................... 0.053 " Hopper Angle............ 60 ° PRIMARY STRUCTURAL FRAME: TYPE IIB
Lower Panel..................... N/A Collar (16 or 25 In.)... 16 " TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
(X)= 10'-7", TYPE IIB, OCCUPANCY GROUP F-2, (0) HOUR
Leg X-Bracing. . ................. 0.102 "
. - - - .- - . = 01 03-24-2021
Bin Capacity Total Rings: 0 Q Ci
1 ,154 Bushels 7 SET Design Information - Concrete , . Q m F-
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PRIMARY STRUCTURAL FRAME: TYPE IB 1�. 2e 7 1,900 485 475 1,9M - 475
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE U) (44) (67) (178) -(8.5) _(2.2) _ (7.1)_,_: I`(8.5) _ = (2.1)_
(X)= 14'-8", TYPE IB, OCCUPANCY GROUP F-2, (1 ) HOUR 0 f� 31h 5V4 14 10,200 19- r 2.550 10,286 _ -97_. ��Z570 - 2,10� __ ,Ws- -3-
U (9.5) (89) (133) (356) (45.4)-- -(0.5) -(11-3)]- (45.n- (0.4) _111 4) C1..1) (202) (161)
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01 03-24-2021 2% 3?�a 8% 7,216 1,163 1,806 7,216 _ 1,806
(54) (8 ) (216) (32.1) (5.2) (8 0) (32.1) (8-0)
'N 16 % 4V4 6% 17 17,700 629 4,425 18,400 788 4,600 3,750 8,080 6,470
(12.7) (108) (162) (432) (78.T (2.8) (19.7) (81.8) (3.5) (20.5) (16.n (35.9) (28.8)
t 6 9 24 18,%6 853 4,640 18,566 4,640
(152) (229) (610) (82.5) (3.8) (20.6) (82.5) - (20.6)
Q 2 44 3% 10 6,790 315 1,695 6,780 1,696 -
(64) (95) (254) 00.2r _=(1.4) -(7 , (30.2)-. V.5)_ A
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sif, 5 7�4 20 26,700 -fX1 6,680 32,200 9C64 `_8,050 5,875 12,660 10,120 ERNESTO VELASCO, PE
(15.9) �` (127) (191) (508) (118.8)- _ 15,% (29A. (143.2) ti (.3)_ - L135.8) (261) - (563) (450) FLORIDA LICENSE No. 35649
7%e 10'/8 28%
(183) (216) (730) L - _(13.4) - - _ _(3fi.5) 03/16/21
9% 14 Ye 37% 33,402- 19198 8,350 33,402 r�_ 1,350
(238) (359) (953) (148.6) (5 3) _(11.1) (148.6)- _-37.1)
3% 5 Vu 13% 15,456 Z621 3,865 16,456 _ 3.9%
(86) (129) (343) (68.8) (11.7) (17.2) (68.8) (172) PROJECT No.: 21-1009-KMA
5VU 7% 20V4 _ 7,195 _ _ 7,245 DRAWN BY: ELK
029) (194) (514) IVA (32.7) CHECKED BY: DG
DATE: 6/27/2021
CAD I.D.: ISLAMORADA
V4 , 6% 10% 27 42,100 1,945 10,526 42,480 1,575 10,620 9,460 18,230 12,400
M (19.1) (171) (257) (686') (181.3) (8.7) (46.8) (189.0) (7.0) (47.1) (37.6) (81.1) (55.2) SHEET TITLE:
9 13% 36 11,220 11,465
(229) (343) (914) -- - (49.9)
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(286) (429) (1,143) (211.9) (2.7) (53.0) (211.9) (53.0) • ALWAYS CALL 811
1 BEFORE YOU DIG
T 0 3 ANCHORS is fast.It's free.It's the law.
SHEET NUMBER:
V) www.callsunshine.com
All Sub-contractors are Responsible for verifying all changes S . 10
SCALE: nts to these plans prior to starting their phase of construction
THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN
COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE(WIND);
(FBC)EXISTING BUILDING 7th EDITION;AND
GRAIN FEED LINE (FBC)BUILDING 7th EDITION FOR THIS
PROJECT WHICH INCLUDE.AND MAY NOT BE LIMITED TO;
Surface Roughness: C
_ Site Exposure Category: D
GRAIN FEED LINE GRAIN FEED LINE Wind Zone (4)
THE 2020 BUILDING CODE FINAL FIGURE"A"
(FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS)t ,� USING A MAXIMUM(Vult)WIND VELOCITY OF 160 MPH. ENGINEERING O
CONTROL ROOM DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT
THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED ELC
PROFESSIONAL ENGINEER.THESE NOTES ARE PART OF THE
CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED NGINEERING&SURVEYING, LLC.
' - - TO BY ALL APPLICABLE SUBS. USE FIGURED DIMENSIONS ONLY. 590 NW PEACOCK BLVD,SUITE#8
IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING,CONTACT PORT ST.LUCIE,FL 34986
_- THE ENGINEER OF RECORD. PHONE:.O.A.#32222�
FBPE C.O.A.#32222
THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE REVISIONS:
- - _ AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT
- - SUPERVISION.THESE DOCUMENTS ARE INSTRUMENTS OF USE BY: DATE: COMMENT:
= AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. St.Lucie County
THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT ELK 0 01 Building Department
{ WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER.THE 20221 Comments
CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE Permit Number:
' STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA 2103-0680
GRAIN FEED LINE GRAIN FEED LINE '+ 4 f BUILDING CODE AS THEY PERTAIN TO THE EXISTING FOUNDATION
I• ANCHOR SYSTEM OF THE STORAGE TANKS.THE STORAGE TANKS St.Lucie County
`_^' - _ - r ARE DESIGNED AND CERTIFIED BY THE TANK MANFACTURERS. ELK p021 02 Building Department
Comments
1 ; I Permit Number:
2103-0680
i f~ Q 03-24-2021
GRAIN FEED LINE +
02 VIEW LOOKING EAST EXTERIOR I GRAIN HOPPER SYSTEM GRAIN HOPPER SYSTEM
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All Sub-contractors are Responsible for verifying all changes callsunshine.com
to these plans prior to starting their phase of construction A. 10
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