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HomeMy WebLinkAboutENGINEERING1. GENERAL REQUIREMENTS 1.1 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. 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 200OPSF 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 AMERICAN 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 C2 4. ..., TER SHALL BE CLEAN, POTABLE AND FREC-JF CONTAMINANTS 4. METALS - I. ALL STRUCTURAL PIPE SHALL BE IN ACCORDANCE WITH ASTM A53, GRADE B (FY = 35KSI)„ 2. . STEEL EXPOSED TO WEATHER SHALL BF '.LVANIZED at !� 3. ALL STEEL WORK SHALL CONFORM TO THE L7,T-EST EDITION OF THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AS ADOPTED BY THE RISC. (:\Envirosafe\Lot lobs\St. Lude County #17057\18-06554-02\DwgASheets\Stro ml\S001; Plot Date: Tuesday, June 19, 2018,8:39:32 AM; Plotted By: SteveR 11 0 LOCATOR AP ©FOREFRONT ARCHITECTURE A ENGINEE ING LLC 2014 THIS DOCUMENT AND/I.IR THE AREA OF WORK m CONSTRUCTION NOTES 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 48 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. lw thtl� L IF T .�.-r r anA _ U y l.Y IE 4' o -I. - i ()WET �3t..t) 'FUEL_... 4 CLA . TOR 7 AI,S/ wAs k. CLARIFIER NO. 2 AE pA LION �4 PRE.- TRI�ATME,NT I 4 � 4b SITE PLAN ENGINEERING FIRM POLLUTANT STORAGE CONTRACTOR POLLUTANT STORAGE SYSTEMS CONTRACTOR, PCC 1256950 ARCHITECTURE +ENGINEERING POLLUTANT NTT R GENERAL MANAGER MEMCO, INC. DBA ENVIROSAFE FUEL SYSTEMS FRONT+xao ocwevsm+«oma, sin. 2.-ca.,mom FL seer, 1789 C.R. 48 °i B8„..R-FFAE Iss.l BUSHNELL, FLORIDA .53513 Service aeyontl Design .�meimnee.mm 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. f �N s .• a A k. a i t� \ CON FtOL +d °:'egNN�a BY >f Lucie Count, THESE PLANS AND ALL PROPOSED WORK ARE SUBJCCT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I'AAY 8? NECESC:ARY IN ORDER TO x COMPLY Wf TH ;!l41 AX-LICAL-A CODES. /�o�'- r- S1. LUCIE COUNTY PLAN REVIEW DATE:``"Z� ELEC:/ DATE: PLUMB: DATE: MECH: ')ATE: #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 It's the Law! 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC, 0 r v W M J W a o UL - Z C3 o O o Z E _ OM Ur UN Z U_ v U W J N W m + a)Wo = W w L LI ax M N o 0 In LL CA w i � 00 ~ >� ° (0 U Z m W — O = o U I z� is 0�// Lf_ c LL a� O Qj v m v ' O o p, x; �'�c'ti . •y �` z ti LO m q;:t M Q cq flf W O LL Z = J Q DO Z W Lu U) Q Z Z LI..I Q Z ® J z °- WW H o"' cri r C:) CID ti ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. \Isool HEREIN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE P ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECI PAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE A ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON IIX 17 SCALE IS HALF THE SIZE NOTED. NOTE: SPECIFIED BOLLARD DESIGN ADEQUATE FOR 6000 POUND CONCENTRATED LOAD IN ACCORDANCE WITH FBC1607.8.3 0 5EGTION: 3 EXISTING 6" CONCRETE SLAB (VERIFY IN FIELD) 5ECTION: 2 0 %T PIPE a 6" CONC FILLED SCHEDULE 40 STEEL POST - EXISTING CONCRETE SLAB - 18" SQUARE POURED CONC 3/4"=V-0" File Name: PB01 TANK LEG W/ 3/4"x 6" GALV. EXPANSION BOLTS (4 PER LEG 2 EA SIDE) EMBED 4" MIN. I a' - 4 a ? a ° � I NOTE: SPECIFIED ANCHORAGE ADEQUATE FOR TANK LOCATED IN FLOOD ZONE TANK LEG ANCHORAGE DETAIL EXISTING CONCRETE SLAB a GRADE 3/4"=V-0" Name: BF02 CD Z LU LU G (^ ?. Z LLI "F LU _ F— U LU '- TH 1 U 4 J = 0 .•. �® O . — Ln �' G1y ate,, I 1 O 11�— O 0 W 0 J v M J LL C O E N U N O . U N Q„O N � O O to o CO co co a)°� 'mn a� a Y N 0 O M N �i • �... < 02 O'r'.+ ��• 1-14 31N I.,, e e10 ti L0 M M �0 O J LL _ .J U UJ H co W Z � Uj 0 (n Z W ry J Z Q LLj O O ti SLAB LA ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO SCALE: 3/8"= V-0" COMMENCEMENT OF CONSTRUCTION. SECTION: SCALE: j0B #1 18-06554 1 EDGE DETAIL File Nam 3/4"=V-0" DATE: 03 09 18 e: MF05 S I N IRE& ENGINEERING LLC 014 THIS DOCUMENT AND/OR THE D: F F T R H E RE&EN 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 ARCHITECTURE& ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED S FATES AND INTERNATIONAL LAW. IF PRINTED ON I IXI7 SCALE IS HALF TH E SIZE NOTED K:\Envimsak\In[ lobs\St. Lucie County #17057\18-0655402\Dwgs\Sheets\Structural\5101; Plot Date: Tuestlay, June 19, 2018,R:39:33 AM; Plotted By: Steven � FOREFRONT ARCHITECT & � ! DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF uftE RON A C Tf CTU G ,