HomeMy WebLinkAboutFIRE DEPARTMENT PLAN1. GENERAL REQUIREMENTS
1A DESIGN CODE:
1. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE
DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE CHAPTERS 553 AND 633 OF THE FLORIDA
STATUES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
THE FLORIDA BUILDING CODE - BUILDING, 6TH EDITION (2017) _
1.2 DESIGN LOADS
1. BUILDING RISK CATEGORY:
2. WIND SPEED PER ASCE 7-10:
3. WIND SPEED PER ASCE 7-10:
4. EXPOSURE:
III
175 MPH - ULTIMATE DESIGN WIND SPEED
136 MPH - NOMINAL DESIGN WIND SPEED
D
1. CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY OBSERVE ALL APPLICABLE CODES
DURING THE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY
BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR
SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN
PROFESSIONAL OF RECORD OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.
3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES,
THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE FAILURE OF THE
CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS OR THE RELATED CODES.
4. CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWING AND SHALL
COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS,
RECESSES, BOLT SETTINGS, SLEEVES, ETC.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURE
AND SEQUENCING.
6. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL CONSTRUCTION SHALL COMPLY WITH
THE MINIMUM REQUIREMENTS OF THE APPLICABLE FLORIDA BUILDING CODE AND LOCAL
ORDINANCES.
7. ALL CODES, TRADE STANDARDS, AND MANUFACTURER'S INSTRUCTIONS NOTED IN THE
DOCUMENTS SHALL BE THE LATEST ADOPTED EDITION.
8. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS
AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED
TYPICAL' IMPLY ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE
MODIFICATIONS TO ACCOMMODATE MINOR VARIATIONS.
9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT
EXPRESSED WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL OF RECORD.
2. SITE WORK
1. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000PSF TO BE VERIFIED BY
CONTRACTOR.
2. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL FREE OF
ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR
3. CONCRETE
1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICIAN CONCRETE INSTITUTE
ACI318
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000PSI,
COMPLYING WITH ASTM C-94 UNLESS NOTED OTHERWISE.
3. MATERIALS FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:
A. PORTLAND CEMENT - ASTM C150
B. AGGREGATES:
I. COURSE AGGREGATE - ASTM C33
II. LIGHTWEIGHT AGGREGATE - ASTM C33
III. FINE AGGREGATE - ASTM C33
4. WATER °., ' U_ BE CLEAN, POTABLE AND FREE OF CONTAMINANTS.
4. METALS
1. ALL STRUCTURAL PIPE SHALL BE IN ACCORDANCE WITH ASTM A53, GRADE B (FY = 35KSI)
2. ALL STEF' -XPOSED TO WEATHER SHALL BE GALVAN'
3. ALL STEE.-WORK SHALL CONFORM TO THE LATEST EL7r1I0N OF THE DESIGN, FABRICATION AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS ADOPTED BY THE AISC.
AREA OF WORK
READ AND UNDERSTAND ALL NOTES PRIOR TO CONSTRUCTION. IF YOU HAVE
ANY QUESTIONS, CONTACT THE DESIGN ENGINEER.
1) ALL CONSTRUCTION SHALL CONFORM TO THE STANDARD, STATE, AND
LOCAL COUNTY BUILDING CODES LATEST EDITIONS.
2) CONTRACTOR, IS TO VERIFY ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS
IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
THE START OF CONSTRUCTION.
3) IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER TO NOTIFY ALL
REVIEW AGENCIES 46 HOURS PRIOR TO THE START OF CONSTRUCTION.
4) ANY DEVIATIONS FROM THE APPROVED CONSTRUCTION PLANS WILL HAVE TO
BE APPROVED BY THE DESIGN ENGINEER AND ALL APPROPRIATE REVIEW AGENCIES,
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SITE INFORMATION: ENGINEERS SEAL ON THIS PLAN ARE
FOR STRUCTURAL ELEMENTS ONLY.
ST. LUCIE COUNTY UTILITIES COMMISSION OTHER ITEMS SHOWN ON THIS PLAN
7601 S. OCEAN DR. JENSEN BEACH FLORIDA 34957 ARE FOR REFERENCE ONLY.
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#17057 5,000 GALLON FIREGUARD DOUBLE WALL
UL-2085 AST WITH GROUND FILL FOR
GENERATOR APPLICATION
CONTRACTOR SHALL FIELD VERIFY ALL CONSTRUCTION PRIOR
TO BIDDING. THIS PLAN MAY NOT REFLECT ALL CONSTRUCTION
OBSTACALES, ACCESS, DEWATERING, LOCAL PERMITTING, ETC.
THAT MAY BE REQUIRED.
CALL 72 HOURS
BEFORE YOU DIG
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'RING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHrrECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLEL-TUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS,COPYING, OR USE OF THIS DOCUMENT AND/ORTHE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE&ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNTIED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALFTHE SUE NOTED.
K:\Ere imafe\Lot Jobs\St. Lutle County #17057\18-06554-02\Dwgs\Sheets\Structural\SOD1; Plot Date: Tuesday, June 19, 2018,8:39:32 AM; Plotted By: Steven
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DETAIL File Name: S101
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FOREFRONT ARCHITECTURE & ENGINEERI G LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL. PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTJRE & BNGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED