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HomeMy WebLinkAboutPLANABBREVIATIONS: ! `' AB ANCHOR BOLT MATL MATERIAL Sheet List AFF ABOVE FINISHED FLOOR MAX MAXIMUM ADJ ADJACENT MECH MECHANICAL Page No Sheet Name Sheet Number ARCH ARCHITECTURAL MIN MINIMUM 1 General Notes and Detail ISO.1 BLDG BUILDING NTS NOTTOSCALE BM BEAM O.C. ON CENTER 2 General Notes 50.2 BOT BOTTOM OPT OPTIONAL 3 General Notes ISO.3 BRG BEARING OSB ORIENTED STRAND BOARD U CONTROLJOINT PLY PLYWOOD ", '. - a CL CENTERLINE PSI POUNDS PER SQUARE INCH CIVIL) CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN PT PRESSURE TREATED CONC CONCRETE REINF REINFORCEMENT COND CONDITION READ REQUIRED GRIND FLUSH W/ SURROUNDINGS CONT CONTINUOUS RO ROUGH OPENING SURFACE AFTER REPAIRS CONST CONSTRUCTION RTU ROOFTOP UNIT CLG CEILING SCH SCHEDULE " DEL DOUBLE SHTHG SHEATHING EXPOSE A MIN. OF 6" OF NON- DIA DIAMETER SIM SIMILAR CORRODED REINF. SLANKtU DR DOOR SMS SHEET METAL SCREWS Bl( DWG DRAWING SP SOUTHERN YELLOW PINE EXIST. REINF. TO REMAIN IF 60% St.�UCIE C011ii�l EA EACH SPF SPRUCE PINE FIR OF ORIGINAL DIAMETER 15 INTACT, EJ EXPANSION JOINT STL STEEL OTHERWISE SUPPLEMENT W/ NEW ELECT ELECTRICAL STR STRUCTURAL REINF., FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SQ SQUARE LOOSE, SPALLED OR DAMAGED FF FINISH FLOOR T&G TONGUE AND GROOVE CONCRETE TO BE REPAIRED FT FOOT/FEET TOB TOP OF BEARING GA GAUGE TYP TYPICAL SAW CUTAROUND PERIMETER GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED OF REPAIR AREA & ROUGHEN GYP GYPSUM VERT VERTICAL EDGES HOT HEIGHT W/ WITH HORIZ HORIZONTAL WIC WALK IN CLOSET I UNDERCUT EXIST. REINF. 3/4" & HB HOSE BIB WD WOOD POWER TOOL CLEAN &PAINT INS INSULATION WWF WELDED WIRE FABRIC EXIST. CORRODED BARS KSI KIPS PER SQUARE INCH W/o WITHOUT REINFORCED CONCRETE MAS MASONRY wow WINDOW COLUMN SCOPE OF WORK: 1. REPAIR DAMAGED AREA THE POOL BATHROOM PER SPECIFICATIONS. THIS REPAIR AFFEECTS ONE CONCRETE COLUMN. 2. ENGINEER OF RECORD TO VERIFY EACH AREA AFTER DEMO IS COMPLETE TO SOUND SURFACE AND TO CERTIFY REPAIRS PRIOR TO EACH CONCRETE POUR. 3. WATERPROOF REPAIR AREAS AND AVOID DISCONTINOUS TRANSITIONS FROM EXISTING TO NEW SURFACES. OWNER TO APPROVE REMOVAL OF ALL COATINGS AND WATERPROOFING AT SPECIFIC LOCATIONS AFTER REVIEWING PRICE AND SCOPE FROM CONTRACTOR. 4. INSULATION AND FINISHES TO MACH EXISTING BY OTHERS. TREASURE COVE DUNES CONCRETE RESTORATION 41 00 N H113HWAY A l A FORT PIERCE, FL ST. LUCIE COUNTY, 34949 GEr_ °E Sy�/ t : No. 81238 o t t �-o° OSTATE OFZ: OR I O P° 0NAk- Column 3/4" = 1'-0" '� TE SCHLITT ' ENGINEERING, LLC. CA# 32295 N 1 555 INDIAN RIVER BLDV. SUITE B-145 VER❑ BEACH, FL 32950 [7 772.360.499B J iNFO@SCHLITTENGINEERING.COM C D No. Description Date ISSUE DATE: 12/02/2019 PROJECT NO: 19KO14 STATUS: PERMIT SET DRAWN BY: EC General Notes and Detail SO. 1 REVIEWED BY: TS I 1 OF 3 „���y���•y�„��•�,.. ,....... o—u...y"u.u.u'auucmnern us ongmunypumsneo oyuemgn rro/essmnm...... n ....... o rim. P.nsv,eforony3uusequem moag¢otion,corruption, orunauthorized use ofsucn document. To verify the validity or applicability ofthe sealorsignoture, contact Design Professional. GENERAL NOTES: CONCRETE: 1. DESIGN CODE 1. CONCRETE A. TO THE BEST OFTHE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODESAND THE APPLICABLE FIRE SAFETY STANDARDS AS B. CONCRETE SHALL HAVETHE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: DETERMINED BYTHE LOCALAUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: COLUMN/BEAM 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2" a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, FBC. BALCONY 4,000 PSI (28 DAYS) 4"-V 3/4" - 2" 2. DESIGN CRITERIA C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332. PLACING ANY CONCRETE. B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. a. PORTLAND CEMENT-ASTM C150 3. DESIGN LOADS b. AGGREGATES: A. ROOF DEAD LOAD: COURSE AGGREGATE: ASTM C33 a. TOP CHORD (ROOF) 30 (TILE) LIGHTWEIGHT: ASTM C330 b. ROOF LIVE LOAD: 20 PSF FINE: ASTM C33 B. FLOOR DEAD LOAD: E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. a. FLOOR FINISH 15 PSF (TILE AS WORST CASE) F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER b. LIVE LOAD 40 PSF THE SPECIFIED VOLUME. 4. STRUCTURE SPECIFICATION G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. A. BUILDING OCCUPANCY CATEGORY: II 2. REINFORCING B. CONSTRUCTION TYPE: V-B A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. C. OCCUPANCY CLASSIFICATION: R-3 B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. D. WIND SPEED C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS a. ULTIMATE (LRFD) = 160 MPH INDICATED IN THE DRAWINGS. b. ALLOWABLE (ASD) = 124 MPH a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" E. WIND EXPOSURE CATEGORY: D b. CONCRETE EXPOSED TO EARTH OR WEATHER -1.5" F. ENCLOSURE CLASSIFICATION: ENCLOSED C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND -3/4" G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) H. WIND-BORNE DEBRIS AREA: YES BAR SIZE MASONRY CONCRETE I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA 1500 PSI 2000 PSI 3000 PSI 4000-5000 PSI J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. #4 24" 21" 27' 15" 5. PROJECT REQUIREMENTS: #5 30" 26" 21" 19" A. THESE PLANS SHALL REMAIN ON THE PROJECT ATALLTIMES. #6 36" 31" 26" 22" B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALLAPPLICABLE CODES DURING THE COURSE OF #7 42" 46" 37" 32" CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE #8 48" 53" 43" 37" CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED C. THE CONTRACTOR SHALLVERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF BYACI DETAILING MANUAL. ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF BAR OF FOUNDATION CORNERS. CONSTRUCTION, TECHNOLOGIES ORTHE FAILURE OF THE CONTRACTOR TO COMPLETETHE WORK IN ACCORDANCE WITH ' DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. No. Descrlpflon Date TREASURE COVE DUNES CONCRETE RESTORATION 41 00 N HIGHWAY A 1 A FORT PIERCE, FL ST. LUCIE COUNTY, 34949 No.81238 t, t We O STATE OF ♦♦♦ �J` c� O R 1 O ♦♦♦��r,�Q N A I o, v Tl♦♦� ', TE SCHLITT ENGINEERING, LLD. n CA# 32295 =Wz N e fir: 1 SS5 INDIAN RIVER SLDV. SUITE B-145 —,'�2�� VETO BEACH, FL 32960 [7 772.350.499B J INFO@a SCHLITTENGINEERING.COM Ll ISSUE DATE: 12/02/2019 I PROJECT NO: 19KO14 STATUS: PERMITSET I General Notes DRAWN BY: EC I SO.2 REVIEWED BY: TS 12 OF 3 .—..-,_........ _.____...__....".._.._.,. ,,,.."....... ,....,,_...-,."_..-...,,.­,.„, �,.,,,, ,.,y.,.„y,,., .„y„r, ­, .........,.,pan„ .c,.,,.",+" cyuc,art.oaan.aua.y corrupnon, or unaurnonzea use alsucn aocument. io venly the vaiidgy or appticaallity of the seat orsignature, contoctOesign Professional. 3. CONCRETE REPAIR PRODUCTS A. CONCRETE REPAIR PRODUCTS SHALL BE MANUFACTURED BY SIKA CORPORATION. ALL MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WHERE THE MANUFACTURERS INSTRUCTIONS CONFLICT WITH THIS DOCUMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO PLACING MATERIAL ORDERS. B. THE FOLLOWING PRODUCTS SHALL BE USED FOR STRUCTURAL REPAIRS: a. VERTICAL, HORIZONTAL, AND OVERHEAD SURFACES: SIKA 211 OR APPROVED EQUAL b. CORROSION INHIBITOR AND BONDING AGENT: SIKA C110 EPOCEM C. EPDXYADHESIVE: SIKAANCHORFIX-1 C. WATERPROOFING AND FINISHES: a. STUCCO: PER ASTM C926 b. BALCONY WATERPROOFING TO BE PROVIDED BY CONTRACTOR AN D APPROVED BY OWNER 4. CONCRETE REPAIRS A. ALL CONCRETE DEMOLITION AND REPAIRS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL CONCRETE REPAIR INSTITUTE. B. SAWCUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED IN A RECTANGULAR PATTERN. AVOID LEAVING ISLANDS OF SOUND CONCRETE DUE TO THE "ANODIC RING EFFECT" OF CORROSION. DO NOT CUT ANY REINFORCING STEEL. IF STEEL IS FOUND, REDUCE DEPTHS OF CUTS. C. REMOVE ALL DAMAGED AND UNSOUND CONCRETE. IF ACTIVE CORROSION IS'FOUND ON REINFORCEMENT, CONTINUE REMOVING CONCRETE UNTIL 6" OF CLEAN STEEL IS FOUND. REMOVE CONCRETE AROUND CORRODED STEEL TO A DEPTH OF 3/4". IF DAMAGED AREAS EXCEED ESTIMATED AREAS, CONTRACTOR SHALL NOTIFY ENGINEER FOR APPROVAL TO CONTINUE DEMOLITION. D. CHIP CONCRETE SURFACES TO OBTAIN A SURFACE ROUGHNESS OF 1/4" (+-1/8"). SAWCUT AROUND THE EDGES FOR CLEAN LINES AT THE PERIMETER. E. CLEAN EXISTING REINFORCEMENT WITH POWER TOOLS TO REMOVE SCALE AND RUST. IF STEEL HAS LOST 20%OR MORE OF THE CROSS SECTIONAL AREA, ADDITIONAL REINFORCEMENT SHALL BE PROVIDED WITH A FULL LAP SPLICE OR DRILL AND DOWEL ANEW BAR (SAME SIZE) WITH 12" EMBEDMENT. F. AN ALTERNATE TO CLEANING EXISTING REINFORCEMENT IS FOR THE CONTRACTOR TO REPLACE EXISTING STEEL WITH NEW STEEL WITH THE SAME GRADE, DIAMETER, SPACING, AND LOCATION AS THE EXISTING STEEL LAP SPLICE REQUIREMENTS SHALL BE FOLLOWED. G. WHEN DOWELING NEW BARS, HOLES SHALL BE LOCATED 2" AWAY FROM EXISTING BARS TO MINIMIZE SPALLING AND CRACKING OF EXISTING CONCRETE. FOLLOW EPDXY MANUFACTURERS REQUIREMENTS TO PREPARE HOLES. S. CONCRETE PLACEMENT A. COAT ALL REINFORCING WITH A CORROSION INHIBITOR PRIOR TO PLACING NEW CONCRETE. B. COAT SURFACES OF CONCRETE TO RECEIVE NEW CONCRETE WITH A BONDING AGENT PRIOR TO APPLICATION OF NEW CONCRETE. C. FORMWORK SHALL MEET THE GUIDELINES OF THE "CONCRETE FORMING DESIGN AND CONSTRUCTION GUIDE" FROM THE AMERICAN PLYWOOD ASSOCIATION. a. FORMWORK, SHORING AND RESHORES SHALL REMAIN IN PLACE FOR 14 DAYS MINIMUM, OR WHEN TEST RESULTS REACH 98% OF SPECIFIED COMPRESSIVE STRENGTH. D. MECHANICAL MIXING TIME SHALL BE 3-5 MINUTES. CONTRACTOR SHALL NOT ADD MORE WATER THAN RECOMMENDED BY MANUFACTURER. ONLY MIX PROPER AMOUNT OF MATERIAL THAT CAN BE APPLIED WITHIN 10 MINUTES. E. APPLY FRESH MORTAR OR READY MIX CONCRETE TO THE BOND COAT ACCORDING TO MANUFACTURERS RECOMMENDATION. F. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. G. CURE CONCRETE FOR FIVE DAYS TO MINIMIZE SHRINKAGE CRACKS. EVAPORATION RETARDER MAY BE NECESSARY IN HOT, WINDY CONDITIONS. IF BURLAP MATERIAL IS USED, CONTRACTOR SHALL ENSURE WIND DOES NOT REMOVE MATERIAL. H. FINISHES SHALL MATCH EXISTING PROFILES. CONTRACTOR SHALL APPLY WATERPROOFING AND FLOOR FINISHES PER MANUFACTURES RECOMMENDATION. STUCCO REPAIRS SHALL HAVE A BONDING AGENT ATTHE EXISTING SURFACES AND SHALL BE MINIMUM TWO COAT MASONRY CEMENT:SAND MIXTURE AT 1:3 RATIO. TREASURE COVE DUNES - CONCRETE RESTORATION 41 DO N HIGHWAY A 1 A FORT PIERCE, FL ST. LUCIE COUNTY, 34949 t . No. 81238 �70. t °w O STATE OF e = �: I'A OR1 �J c�.. CONCRETE SLAB ABOVE 44 SYP BRACE AT INTERIOR UNDER FRAMING / CONC. SLAB, IF SHORING ROOF, RESHORES SHALL BE USED AT FLOORS BELOW — 5' - 6" (MAX) 3/4" = V-0" '� TE 5CHLITT ' ENGINEERING, LLD. r CA# 32295 N 1 555 INDIAN RIVER BLDV. SUITE B-145 VER❑ BEACH, FL 32960 [7 772.360.4998 J INFO@SCHLITTENSINEERING.COM 13 D — 2x4 SYP DIAGONAL BRACING W/ (1) 5/8" BOLT AT EACH END TYP. ISSUE DATE: 12/02/2019 TELESCOPIC SHORING POST OR 4x4 SYP W/ BOTTLE JACK Date PROJECT NO: 19KO14 STATUS: PERMIT SET I General Notes DRAWN BY: EC I S❑,3 REVIEWED BY: TS 13 OF 3 Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsiblefor any subsequent modification, corruption, or unauthorized use ofsuch document. To verify the validity or applicability ofthe seal or signature, contact Design Professional. t ABBREVIATIONS: AB ANCHOR BOLT MATL MATERIAL AFF ABOVE FINISHED FLOOR MAX MAXIMUM ADJ ADJACENT MECH MECHANICAL ARCH ARCHITECTURAL MIN MINIMUM BLDG BUILDING NTS NOT TO SCALE BM BEAM O.C. ON CENTER BOT BOTTOM OPT OPTIONAL BRG BEARING OSB ORIENTED STRAND BOARD U CONTROLJOINT PLY PLYWOOD CL CENTERLINE PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN PT PRESSURE TREATED CONC CONCRETE REINF REINFORCEMENT COND CONDITION READ REQUIRED CONT CONTINUOUS RO ROUGH OPENING CONST CONSTRUCTION RTU ROOFTOP UNIT CLG CEILING SCH SCHEDULE DBL DOUBLE SHTHG SHEATHING DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METAL SCREWS DWG DRAWING SP SOUTHERN YELLOW PINE EA EACH SPF SPRUCE PINE FIR Ell EXPANSION JOINT STL STEEL ELECT ELECTRICAL STR STRUCTURAL FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SO, SQUARE FF FINISH FLOOR T&G TONGUE AND GROOVE FT FOOT/ FEET TOB TOP OF BEARING GA GAUGE TYP TYPICAL GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED GYP GYPSUM VERT VERTICAL HGT HEIGHT W/ WITH HORIZ HORIZONTAL WIC WALK IN CLOSET HB HOSE BIB WD WOOD INS INSULATION WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH W/o WITHOUT MAS MASONRY WDW WINDOW 6(:ANNLV BY St. Lucie Countv SCOPE OF WORK: 1. REPAIR DAMAGED AREA THE POOL BATHROOM PER SPECIFICATIONS. THIS REPAIR AFFEECTS ONE CONCRETE COLUMN. 2. ENGINEER OF RECORD TO VERIFY EACH AREA AFTER DEMO IS COMPLETE TO SOUND SURFACE AND TO CERTIFY REPAIRS PRIOR TO EACH CONCRETE POUR. 3. WATERPROOF REPAIR AREAS AND AVOID DISCONTINOUS TRANSITIONS FROM EXISTING TO NEW SURFACES. OWNER TO APPROVE REMOVAL OF ALL COATINGS AND WATERPROOFING AT SPECIFIC LOCATIONS AFTER REVIEWING PRICE AND SCOPE FROM CONTRACTOR. 4. INSULATION AND FINISHES TO MACH EXISTING BY OTHERS. TREASURE COVE DUNES No. 81238 CONCRETE RESTORATION °W G 41 00 N HIHWAY A 1 A �� e° STATE OF e =�: 10� P O RSi FORT PIERCE, FL ST. LUCIE COUNTY, 34949 �*';q0„„AL���� �Mar.18, Column 3/4" = V-0" it Sheet List Page No Sheet Name Tsheet Number 1 General Notes and Detail ISO..1 2 General Notes ISO.2 3 General Notes ISO.3 GRIND FLUSH W/ SURROUNDINGS SURFACE AFTER REPAIRS EXPOSE A MIN. OF 6" OF NON - CORRODED REINF. EXIST. REINF. TO REMAIN IF 60% OF ORIGINAL DIAMETER IS INTACT, OTHERWISE SUPPLEMENT W/ NEW REINF. LOOSE, SPALLED OR DAMAGED CONCRETE TO BE REPAIRED SAW CUT AROUND PERIMETER OF REPAIR AREA & ROUGHEN EDGES UNDERCUT EXIST. REINF. 3/4" & POWER TOOL CLEAN & PAINT EXIST. CORRODED BARS EXIST. REINFORCED CONCRETE COLUMN 'T � TE SCHLIT ' ENGINEERING, LLC. CA# 32295 1 555 INDIAN RIVER BLOV. SUITE B-145 VER❑ BEACH, FL 32960 l7 772.360.4996 J INFO@SCHLITTENGINEERING.COM O U MAR18 -3 ST. Lucie County, 200 i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOC�y13-Z� J I No. I DescriD}Ion I Date I ISSUE DATE: 12/02/2019 PROd ECT NO: 19KO14 STATUS: PERMIT SET DRAWN BY: EC General Notes and Detail SO. 1 REVIEWED BY: TS I 1 OF 3 Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use cfsuch document. To verify the validity or applicability of the seal or signature, contact Design Professional. CONCRETE: 1. DESIGN CODE 1. CONCRETE A. TO THE BEST OFTHE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. COMPLIANCE WITH THEAPPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS B. CONCRETE SHALL HAVETHE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: DETERMINED BYTHE LOCALAUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: COLUMN/BEAM 4,000 PSI (28 DAYS) 4"-6" 3/4" -2" a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, FBC. BALCONY 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2" 2. DESIGN CRITERIA C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332. PLACING ANY CONCRETE. B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. a. PORTLAND CEMENT-ASTM C150 3. DESIGN LOADS b. AGGREGATES: A. ROOF DEAD LOAD: COURSE AGGREGATE: ASTM C33 a. TOP CHORD (ROOF) 30 (TILE) LIGHTWEIGHT: ASTM C330 b. ROOF LIVE LOAD: 20 PSF FINE: ASTM C33 B. FLOOR DEAD LOAD: E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. a. FLOOR FINISH 15 PSF (TILE AS WORST CASE) F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER b. LIVE LOAD 40 PSF THE SPECIFIED VOLUME. 4. STRUCTURE SPECIFICATION G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. A. BUILDING OCCUPANCY CATEGORY: II 2. REINFORCING B. CONSTRUCTION TYPE: V-B A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. C. OCCUPANCY CLASSIFICATION: R-3 B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. D. WIND SPEED C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS a. ULTIMATE (LRFD) = 160 MPH INDICATED IN THE DRAWINGS. b. ALLOWABLE (ASD) = 124 MPH a. CONCRETE CASTAGAINSTAND PERMANENTLY EXPOSED TO EARTH - V E. WIND EXPOSURE CATEGORY: D b. CONCRETE EXPOSED TO EARTH OR WEATHER -1.5' F. ENCLOSURE CLASSIFICATION: ENCLOSED C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND- 3/4" G. INTERNAL PRESSURE COEFFICIENT. +/-0.18 D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) H. WIND-BORNE DEBRIS AREA: YES BAR SIZE MASONRY CONCRETE I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA - 1500 PSI 2000 PSI 3000 PSI 4000-5000 PSI J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. #4 24" 21" 27" 15" S. PROJECT REQUIREMENTS: #5 30" 26" 21" 19" A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIM ES. #6 36" 31" 26" 22" B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF #7 42" 46" 37" 32" CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE #8 48" 53" 43" 37" CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF BY ACI DETAILING MANUAL. - ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF BAR OF FOUNDATION CORNERS. CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH REVIEWED ED FOR DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, CODE COMPLIANCE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL �+ ST. LUCIE COUNTY CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW �+�+ _ BOCC GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONT-RACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. No. Description Date TREASURE COVE DUNES CONCRETE RESTORATION 41 00 N HIGHWAY A l A FORT PIERCE, FL ST. LUCIE COUNTY, 34949 No. 81238 oc O�S� TATE OF ^_ 00 1i J S OR 1 D �0����,, ', TE SCHLITT 'v ENGINEERING, LLC. CA# 32295 1555 INDIAN RIVER BLOV. SUITE B-145 VER❑ BEACH, FL 32960 772.360.499B INFOl7a SCHLITTENGINEERING.COM ISSUE DATE: 12/02/2019 PROJECT NO: 19KO14 STATUS: PERMITSET General Notes DRAWN BY: EC S 0 . 2 REVIEWED BY: TS 2 OF 3 moo....... nauun,u u. wyumgemma,g...... ues,gn ProJessiona,is nor responsm,eJor any suasequenr modification, corruption, or unauthorized use ofsuch document To Verity the Validity or applicability ofthe seal orsignature, contact Design Professional. 3. CONCRETE REPAIR PRODUCTS A. CONCRETE REPAIR PRODUCTS SHALL BE MANUFACTURED BY SIKA CORPORATION. ALL MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WHERE THE MANUFACTURERS INSTRUCTIONS CONFLICT WITH THIS DOCUMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO PLACING MATERIAL ORDERS. B. THE FOLLOWING PRODUCTS SHALL BE USED FOR STRUCTURAL REPAIRS: a. VERTICAL, HORIZONTAL, AND OVERHEAD SURFACES: SIKA 211 OR APPROVED EQUAL b. CORROSION INHIBITOR AND BONDING AGENT: SIKA C110 EPOCEM C. EPDXYADHESIVE: SIKAANCHORFIX-1 C. WATERPROOFING AND FINISHES: CONCRETE SLAB ABOVE a. STUCCO: PER ASTM C926 b. BALCONY WATERPROOFING TO BE PROVIDED BY CONTRACTOR AND APPROVED BY OWNER 4X4 SYP BRACE 4. CONCRETE REPAIRS AT INTERIOR 2x4 SYP DIAGONAL BRACING A. ALL CONCRETE DEMOLITION AND REPAIRS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL CONCRETE REPAIR UNDER FRAMING W/ (1) 5/8" BOLT AT EACH END TYP. INSTITUTE. B. SAWCUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED INA RECTANGULAR PATTERN. AVOID LEAVING ISLANDS OF °? _ .• '. -O° - .' SOUND CONCRETE DUE TO THE "ANODIC RING EFFECT" OF CORROSION. DO NOT CUT ANY REINFORCING STEEL. IF STEEL IS FOUND, REDUCE DEPTHS OF CUTS. C. REMOVE ALL DAMAGED AND UNSOUND CONCRETE. IF ACTIVE CORROSION IS FOUND ON REINFORCEMENT, CONTINUE REMOVING CONCRETE UNTIL 6" OF CLEAN STEEL IS FOUND. REMOVE CONCRETE AROUND CORRODED STEEL TO A DEPTH OF 3/4". IF DAMAGED AREAS EXCEED ESTIMATED AREAS, CONTRACTOR SHALL NOTIFY ENGINEER FOR APPROVALTO CONTINUE DEMOLITION. D. CHIP CONCRETE SURFACES TO OBTAIN A SURFACE ROUGHNESS OF 1/4" (+ 1/8"). SAWCUT AROUND THE EDGES FOR CLEAN LINES AT THE PERIMETER. E. CLEAN EXISTING REINFORCEMENT WITH POWER TOOLS TO REMOVE SCALE AND RUST. IF STEEL HAS LOST 20%OR MORE OF THE CROSS SECTIONAL AREA, ADDITIONAL REINFORCEMENT SHALL BE PROVIDED WITH A FULL LAP SPLICE OR DRILL AND DOWEL NEW BAR (SAME SIZE) WITH 12" EMBEDMENT. F. AN ALTERNATE TO CLEANING EXISTING REINFORCEMENT IS FOR THE CONTRACTOR TO REPLACE EXISTING STEEL WITH NEW STEEL WITH THE SAME GRADE, DIAMETER, SPACING, AND LOCATION AS THE EXISTING STEEL. LAP SPLICE REQUIREMENTS SHALL BE FOLLOWED. TELESCOPIC G. WHEN DOWELING NEW BARS, HOLES SHALL BE LOCATED 2" AWAY FROM EXISTING BARS TO MINIMIZE SPALLING AND SHORING POST CRACKING OF EXISTING CONCRETE. FOLLOW EPDXY MANUFACTURERS REQUIREMENTS TO PREPARE HOLES. OR 4x4 SYP w/ S. CONCRETE PLACEMENT CONC. SLAB, BOTTLE LACK A. COAT ALL REINFORCING WITH A CORROSION INHIBITOR PRIOR TO PLACING NEW CONCRETE. B. COAT SURFACES OF CONCRETE TO RECEIVE NEW CONCRETE WITH A BONDING AGENT PRIOR TO APPLICATION OF NEW IF SHORING ROOF, RESHORES SHALL CONCRETE. BE USED AT FLOORS BELOW C. FORMWORK SHALL MEETTHE GUIDELINES OF THE "CONCRETE FORMING DESIGN AND CONSTRUCTION GUIDE" FROM THE AMERICAN PLYWOOD ASSOCIATION. 5' - 6" (MAX) a. FORMWORK, SHORING AND RESHORES SHALL REMAIN IN PLACE FOR 14 DAYS MINIMUM, OR WHEN TEST RESULTSi v REACH 98% OF SPECIFIED COMPRESSIVE STRENGTH. D. MECHANICAL MIXING TIME SHALL BE 3-5 MINUTES. CONTRACTOR SHALL NOT ADD MORE WATER THAN RECOMMENDED BY ) Shorin Detail MANUFACTURER. ONLY MIX PROPER AMOUNT OF MATERIAL THAT CAN BE APPLIED WITHIN 10 MINUTES. E. APPLY FRESH MORTAR OR READY MIX CONCRETE TO THE BOND COAT ACCORDING TO MANUFACTURERS 3/4" = 1'-9" RECOMMENDATION. REVIEWED FOR F. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. CODE COMPLIANCEG. CURE CONCRETE FOR FIVE DAYS TO MINIMIZE SHRINKAGE CRACKS. EVAPORATION RETARDER MAY BE NECESSARY IN HOT, WINDY CONDITIONS, IF BURLAP MATERIAL IS USED, CONTRACTOR SHALL ENSURE WIND DOES NOT REMOVE MATERIAL. �'�', ae�V��aa �E COUNTY H. FINISHES SHALL MATCH EXISTING PROFILES. CONTRACTOR SHALL APPLY WATERPROOFING AND FLOOR FINISHES PER MANUFACTURES RECOMMENDATION. STUCCO REPAIRS SHALL HAVE A BONDING AGENT AT THE EXISTING SURFACES AND I®® OCC SHALL BE MINIMUM TWO COAT MASONRY CEMENT:SAND MIXTURE AT 1:3 RATIO. No. Description Date '4111111111/ ur .� ce Sc �i 12/02/2019 19K014 J` RAN hl��ii ISSUE DATE: PROJECT NO: TREASURE COVE DUNES �•F.e°��CENSF°,°�Ti� TESCHLITT CONCRETE RESTORATION 3t' No.BI23a ;v ENGINEERING, LLC. t, STATUS: PERMITSET General Notes CA•# 32295 . a oW_ N 4 1 0❑ N HIGHWAY A l A �° % 1555 INDIAN RIVER BLDV. SUITE B-145 DRAWN BY: �0 STATE OF EC S ❑ , 3 VERD BEACH, FL 32960 m 772.360.4998 J FORT-PIERCE,FL ST. LUCIE COUNTY 34949 ��p ONAI° ��`INFO@a SCHLITTENGINEERINU.COM REVIEWED BY: TS 3 OF 3 111,,,,..,111 Mar. 18, 20 0 Design Professional's electronic or digital seal or signature is effective only as w that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use ofsuch document. To verify the validity or applicability of the seal or signature, contact Design Professional.