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HomeMy WebLinkAboutMIXING SYSTEM FOUNDATION PLANMATERIAL MI: SYSTEM NEW CONCRETE SLAB 01 MIXER EQUIPMENT PLAN EXISTING CONCRETE SLAB 02 MIXER EQUIPMENT ELEVATION IEXISTING GRAVEL FYIRTING CONCRETE DRIVE ASPHALT EXPANSION JOINT (AGAINST EXISTING CONCRETE SLAB) KISTING GRAVEL F3 —� MOUNTING BASE PLATE iYt (MANUFACTURER'S SPECIFICATIONS) ro 01 F1 S.20 B 02 s.zo M t C LOT 20 BLOCK 5 t F1 LOT 19 BLOCK 5 M 03 5.20 F2 CV CEMENT SILO 01 ! S.20 A MOUNTING BASE PLATE (MANUFACTURER'S SPECIFICATIONS) BULK STORAGE BIN 3'-0" 1'-0" 1'-0" 5'-0" SCALE: 1/4"= V-0" NEW CONCRETE SLAB 3'-0" 1'-0" LJ 1'-0" 5'-0" SCALE: 1/4"= V-0" gt_gII I. 717 North NIM-M EXISTING CONCRETE DRIVE 5-6 1 /2" 4'-311 4'-311 5'-011 F3 -----------— CEMENT SILO I 1 I I 1 I 1 I I 1 I 1 I I CEMENT SILO I I 13'-11111 2'-011 I 3�-9" 1 91_4" j L�--' i — I I I L --j I'— N BULK STORA� BIN I —r—� Ov 1 I 1 1 M i I 2'-O" ---------------------- BULK TORAGE BIN F3 6'-811 12'-411 9'-5 1 /2" 9'-6 1 /2" 19'-011 NEW CONCRETE SLAB IEXISTING GRAVEL FOUNDATION AND SLAB NOTE 01: 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 6x6, W2.1, W2.1 WELDED WIRE FABRIC ON 6 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL TREATED AGAINST TERMITE INFESTATION. .PROVIDING FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. 03 MIXER EQUIPMENT FOUNDATION FOOTING SCHEDULE 0 CEMENT SILO ASPHALT EXPANSION JOINT / (AGAINST EXISTING CONCRETE SLAB) / MOUNTING BASE PLATE - -- - _ -- - I MOUNTING BASE (MANUFACTUREF 01 S.20 CV � � O L0 I W V r. FEXISTING GRAVEL THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND); (FBC) EXISTING BUILDING 7th EDITION; AND (FBC) BUILDING 7th EDITION FOR THIS PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO; Surface Roughness: C Site Exposure Category: D Wind Zone (4) THE 2020 BUILDING CODE FINAL FIGURE "A" (FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS) USING A MAXIMUM (Vult) WIND VELOCITY OF 170 MPH. ENGINEERINC DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED. TO BY ALL APPLICABLE SUBS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTAC THE ENGINEER OF RECORD. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT. SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA BUILDING CODE AS THEY PERTAIN TO. THE PROPOSED MATERIAL MIXING EQUIPMENT FOUNDATION L RAL WIND PRESSURE DESIGN CRITERIA HED PLANS HAVE BEEN DESIGNED FOR AND ARE IN CE WITH THE 2020 FLORIDA BUILDING CODE 7th EDITION BUILDING CODE FINAL FIGURE "A" AXIMUM (Vult) WIND VELOCITY OF 170 MPH. ENGINEERING A) BASIC WIND SPEED: 170 MPH B) IMPORTANCE FACTOR: 1.0 03.02, 01 BUILDING CATEGORY: II 2022 C) SITE EXPOSURE CATEGORY: C D) INTERNAL PRESSURE COEFFICIENT: (+) 0.18 (ENCLOSED) (+) 0.55 (PARTIALLY ENCLOSED) 2. MATERIALS ATM A307 OR A36 ANCHOR BOLTS CONCRETE (28) DAY 3000 PSI FOOTINGS 3000 PSI SLAB ON GRADE ASTM A615, GRADE 60 REINFORCING STEEL ASTM A185 WELDED WIRE FABRIC ASTM A496 DEFORMED BAR ANCHORS MOLLY PARABOND CAPSULE DRILLED -IN -ANCHORS OR EQUAL ASTM C90 MASONRY, TYPE'N-1' 2000 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR, TYPE'M' OR'S' ASTM C270 GROUT ASTM 476 3000 PSI COMPRESSIVE STRENGTH 3. GENERAL NOTES A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB - SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. FOUNDATION NOTES AI FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. B) CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO INSTALLATION OF FOUNDATION. THE ENGINEER SHALL BE NOTIFIED IF BULK STORAGE BIN SITE CONDITIONS DO NOT PROVIDE AN ADEQUATE BEARING PRESSURE VALUE OF 2000 P.S.F. n 3'-0" 1'-0" 1'-0" 5'4" SCALE: 1/4"= V-0" MARK DIMENSIONS FOOTING REINFORCING DETAILS/INFORMATION THICKNESS WIDTH LENGTH F1 16" 4'-4" 1 4'4' 1 (5)#5 BAR TOP EACH WAY (5) #5 BAR BOTTOM EACH WAY 01 03 oz s10 5.1 o S.2o F2 16" T-0" T-0" (4) #5 BAR TOP EACH WAY (4) #5 BAR BOTTOM EACH WAY of 03 03 S.10 s10 s.2o F3 6. 8" CONT. (1)#5 BAR CONT. BOTTOM 01 03 02 03 5.10 S 10 5 20 S 20 5. CONCRETE NOTES A) STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. B) CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 41NCHES PLUS OR MINUS ONE INCH. C) ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL. D) CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. E.) CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. LAP SPLICE LENGTHS BAR SPACING 6" OR GREATER SPACING LESS THAN 6" SIZE "TOP" BAR OTHER BAR "TOP" BAR OTHER BAR 5 24" 18" 1 B" 18" GRADE 60 REINFORCEMENT. MINIMUM LENGTHS SHOWN SHALL BE USED UNLESS OTHERWISE NOTED ON THE PLANS, EMBEDMENTLENGTHS F STRAIGHT BARSKED "TOP"BAR OTHER BAR2'-6" BARS 1 91" 18.1 All Sub -contractors are Responsible for verifying all changes to these plans prior to starting their phase of construction aDOD" RECEIVED MAR 07 2022 St. Lucie county Penn n KNOW WHAT'S BELOV ALWAYS CALL 811 BEFORE YOU DIC It's last. Its free. It's the law. www.callsunshine.com LC0 Nx'. ENGINEERING & SURVEYING, LLC. 1449 COMMERCE CENTRE DRIVE T PORT ST. LUCIE, FL 34986 PHONE: (772) 879 0477 FBPE C.OA.#32222 REVISIONS: BY: DATE: COMMENT: ELK 03.02. 2022 Lucie oun y 01 Bulling Department Review Comments Permit#2202-0368 VJ U W 000 77 iL Q 11 F laaaaaaa I� LU �� w 0 c� d 0>— �J J (D U n/ Z X Q 0 LL W Co J � rn Z M > a Q =) 1 - 0 Q 0 0 z ILL_ w ~ U1 1 U LV� 0 J W Z � IY I-0 LL CV \t„ 11111111 /,II// `GOET7 E N"S� Z� Ile c t NO.74637 m _mot ice= = A STATE OF i O fu S OR 1Fly t,-.1. • _ �y7._IP I DARREN GUETTLER,PE FLORIDA LICENSE No. 74637 03/02/2022 PROJECT No.: 22-1000-KMA DRAWN BY: ELK CHECKED BY: DG/ELK DATE: 3/2/2022 CAD I.D.: SFW GROUP FAP SHEET TITLE: PROPOSED MIXING SYSTEM FOUNATION PLAN SHEET NUMBER: S.10 > GENERAL WIND PRESSURE DESIGN CRITERIA THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE 7th EDITION THE 2020 BUILDING CODE FINAL FIGURE "A" USING A MAXIMUM (Vult) WIND VELOCITY OF 170 MPH. ENGINEERING A) BASIC WIND SPEED: 170 MPH 03.02. B) IMPORTANCE FACTOR: 1.0 2022 01 BUILDING CATEGORY: II C) SITE EXPOSURE CATEGORY: C D) INTERNAL PRESSURE COEFFICIENT: (+) 0.18 (ENCLOSED) (+) 0.55 (PARTIALLY ENCLOSED) 2. MATERIALS ATM A307 ORA36 ANCHOR BOLTS CONCRETE (28) DAY 3000 PSI FOOTINGS 3000 PSI SLAB ON GRADE ASTM A615, GRADE 60 REINFORCING STEEL ASTM A185 WELDED WIRE FABRIC ASTM A496 DEFORMED BAR ANCHORS MOLLY PARABOND CAPSULE DRILLED -IN -ANCHORS OR EQUAL ASTM C90 MASONRY, TYPE'N-1' 2000 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR, TYPE'M'.OR'S' ASTM C270 GROUT ASTM 476 3000 PSI COMPRESSIVE STRENGTH 3. GENERAL NOTES A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB - SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. FOUNDATION NOTES A) FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. B) CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO INSTALLATION OF FOUNDATION. THE ENGINEER SHALL BE NOTIFIED IF SITE CONDITIONS DO NOT PROVIDE AN ADEQUATE BEARING PRESSURE VALUE OF 2000 P.S.F. 5. CONCRETE NOTES A) STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. B) CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 41NCHES PLUS OR MINUS ONE INCH. C) ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL. D) CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. E) CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. NCRETE EXISTING. CO SLAB Finished el. +0'-0" Bottom Footing el. (-) 0'-8" Bottom Footing ,. el. (-) 1'-4" 9'-311 CEMENT SILO L / 1 L 1-1 1 I I� r—:ai I ,111=1 I� 1=III 1 �1 v \ ASPHALT EXPANSION JOINT " 3"CLEAR (AGAINST EXISTING CONCRETE SLAB) (5) #5 BARS EACH WAY BOTTOM VISQUEEN VAPOR BARRIER — FOUNDATION AND SLAB NOTE 01: 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 6x6, W2.1, W2.1 WELDED WIRE FABRIC ON 6 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL TREATED AGAINST TERMITE INFESTATION. PROVIDING FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. 02 SECTION 2 SET Design Information — Concrete SET Allowable Tension Loads for Threaded Rod Anchors in Normal -Weight Concrete (continued on next Gage) 1V4 2% 7 1,9W 485 416 1,900 476 (44) (61 (178) (8 5) (2 2) 011) (0 5) — 1) % , 3V2 6Yi 14 10,200 119 2$50 10.280 97 4570 4105 4,535 3.GM (9 5) h (80) (133) (3S6)' (45.4) to 114 (11.3) (45.T (0 4) (11.1) #".)'1) (202) (161) 214 3% 10 6,780 315 1.695 6,700 1,685 641 W 04)2 - A T; Q0.217 c, 3% 5% 15 4,190 4,875 (%) (143) (381) (18'13} % 5 7'h 20 26,700 1,121 6,610 32,200 964 8,0w 5,876 (1 9) ` (12T), (191) (508) (1188) (50) 0%0 (143.2)_ (4.3) ('Y' 4) (MO) 7164 10% 28% 7.615 8;200 (183)' (216) (130) ('334) — ("46,!i) 01 ANCHORS 1 1 MOUNTING BASE PLATE (MANUFACTURER'S SPECIFICATIONS) © s.2o 01 F3 I f-- EXISTING GRAVEL T-O" 1'-0" 1'-0' 5-0" SCALE: 1/4"= 1'-0" MOUNTING BASE PLATE (MANUFACTURER'S SPECIFICATIONS) S.20 01 A F2 F3 X EXISTING CONCRETE SLAB Finished Floor $ _ el. +0'-0„ Bottom Footing el. (-) 0'-8" Bottom Footin el. (-) 1'-4" ASPHALT EXPANSION JOINT (AGAINST EXISTING CONCRETE SLAB) 12,6w 10,120 (56 3) (45,0) SCALE: NTS 9'-5 1 /2" 9'-6 1 /2" Cr CEMENT SILO BULK STORAGE BIN 1-va° / CLEAR (4) #5 BARS EACH WAY BOTTOM VISQUEEN VAPOR BARRIER — FOUNDATION AND SLAB NOTE 01: 4" 3,000 P.S.I. CONCRETE SLAB AT 28 DAYS WITH 6x6, W2.1, W2.1 WELDED WIRE FABRIC ON 6 MIL. POLYELENE VAPOR BARRIER OVER CLEAN FILL TREATED AGAINST TERMITE INFESTATION. PROVIDING FOR A MINIMUM BEARING VALUE OF 2000 P.S.F. 03 SECTION MOUNTING BASE PLATE (MANUFACTURER'S SPECIFICATIONS) O 01 s.2o F2 it F3 1 EXISTING GRAVEL 3'-0" 1'-0" 1'-0" 5'-0" SCALE: 1/4"= 1'-0" THE ATTACHED PLANS HAVE BEEN DESIGNED FOR AND ARE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (WIND); (FBC) EXISTING BUILDING 7th EDITION; AND (FBC) BUILDING 7th EDITION FOR THIS PROJECT WHICH INCLUDE. AND MAY NOT BE LIMITED TO; Surface Roughness: C Site Exposure Category: D Wind Zone (4) THE 2020 BUILDING CODE FINAL FIGURE "A" (FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS) USING A MAXIMUM (Vult) WIND VELOCITY OF 170 MPH, ENGINEERING DESIGN IS SITE SPECIFIC AND NOT VALID WITHOUT THE AUTHORIZED SIGNATURE AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER. THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE READ AND ADHERED TO BY ALL APPLICABLE SUBS, USE FIGURED DIMENSIONS ONLY. IF A DISCREPANCY OCCURS DO NOT SCALE THE DRAWING, CONTACT THE ENGINEER OF RECORD. THESE DOCUMENTS TO WHICH I HAVE AFFIXED MY SIGNATURE AND SEAL WERE PREPARED BY ME AND/OR UNDER MY DIRECT SUPERVISION. THESE DOCUMENTS ARE INSTRUMENTS OF USE AND ARE PROTECTED BY THE COPYRIGHT LAW OF THE U.S. THEY MAY NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF THE ARCHITECT/ENGINEER. THE CERTIFICATION CONTAINED HEREIN APPLIES ONLY TO THOSE STRUCTURAL ELEMENTS COVERED UNDER THE 2020 FLORIDA .BUILDING CODE AS THEY PERTAIN T0. THE PROPOSED MATERIAL MIXING EQUIPMENT FOUNDATION All Sub -contractors are Responsible for verifying all changes to these plans prior to starting their phase of construction ENGINEERING & SURVEYING, LLC 1449 COMMERCE CENTRE DRIVE PORT ST. LUCfE, FL 34986 PHONE: (772) 879-0477 FBPE C.O.A. # 32222 REVISIONS: BY: I DATE: I COMMENT: 03.02. St. Luae ounty ELK 01 Building Department Q U Z /LLNL] L1. Q J Q W W F W U I-- 'O of LU W = CD U Z Q X N® O _l IL iw to Z Q M Z F- z 0 ¢ o 0 LU U C) LLI U J o U U)� z 0 U_ 00 V C /H/ VJ a KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG II's1W II'skee Iftthe W' www. ca lls unshi ne. com GUETTt�/� .....-.. -.. R \..c E -cry NO. 74637. , M A ` STATE OF �u O %F1. OR IOPi� .L ,,l DARREN GUETTLER,PE FLORIDA LICENSE No. 74637 03/02/2022 PROJECT No.: 22-1000-KMA DRAWN BY: ELK 'CHECKED BY: DG/ELK DATE: 3/2/2022 CAD I. D.: SFW GROUP FAP SHEET TITLE: PROPOSED FOUNDATION SECTIONS/ NOTES SHEET NUMBER: S.20