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Home My WebLink AboutSDS 7th floor Catwalk Engineer Drwaing 091620GENERAL NOTES: CONCRETE: Q M M i 1. DESIGN CODE A. 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 WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: B. 2017 FLORIDA BUILDING CODE, SIXTH EDITION. 2. DESIGN CRITERIA A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332. B. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. 3. DESIGN LOADS A. FLOOR DEAD LOAD: a. BALCONY STRUCTURE 100 PSF (CONCRETE) • REINFORCED CONCRETE EDGE AND TOPPING b. GUARDRAIL/HANDRAIL 50 PLF OR 200 LBS IN ANY DIRECTION 4. STRUCTURE SPECIFICATIONS A. BUILDING OCCUPANCY CATEGORY: II B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION: R-2 D. WIND SPEED a. ULTIMATE (LRFD) = 163 MPH b. ALLOWABLE (ASD) = 133 MPH E. WIND EXPOSURE CATEGORY: D F. ENCLOSURE CLASSIFICATION: ENCLOSED G. INTERNAL PRESSURE COEFFICIENT: +/-0.18 H. WIND-BORNE DEBRIS AREA: YES I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE SHOWN IN ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. S. PROJECT REQUIREMENTS: A. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALLSTATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. C. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. D. 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. E. 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. F. 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. G. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. Terence Digitally signed by Terence Schlitt Date: 2020.09.17 s i l i l l m 1. CONCRETE A. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE: AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE COLUMN/BEAM 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2" BALCONY 4,000 PSI (28 DAYS) 4"-6" 3/4" - 2" C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE. D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING: a. PORTLAND CEMENT -ASTM C150 b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE. F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME. G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN. 2. REINFORCING A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS. a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4" D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE) BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI #4 24" 21" 27" 15" #5 30" 26" 21" 19" #6 36" 31" 26" 22" #7 42" 46" 37" 32" #8 48" 53" 43" 37" E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL. F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED ATTHE OUTSIDE BAR OF FOUNDATION CORNERS. SCOPE OF WORK: 1. Repair damaged areas per plan and specifications. Sheet List Page No Sheet Name Sheet Number 1 General Notes S0.1 2 General Notes S0.2 3 Seventh Floor Catwalk S2.1 4 Repair Details S3.1 No. Description Date SAND DOLLAR SHORES 15:4154 -04' N NCE° ° SC 4*♦ This item has been �� G° °� C E NS h��®♦♦ ' , Ti E ■ S C H L ITT ISSUE DATE: 09/16/2020 PROJECT N ❑ : 20K0@8 digitally signed and � `�°°°� F°°°° J ♦ice sealed by Terence Schlitt ° No. 81238 ® ® to °� t ' E N G I N E E R I N G CONCRETE RESTORATION on the date adjacent to t STATUS: PERMIT SET General Notes the seal. Printed copies of o CA# 32295 r this document are not o w 7430 S OCEAN DRIVE considered signed and % O °° STATE OF ° �� 1555 INDIAN RIVER BLVD., SUITE B-145 r DRAWN BY: AM S and the e ��♦i�J O R 1 �� be VERO BEACH, FL 32960 JENSEN BEACH, FL MARTIN COUNTY, 34957 verifiedsealed must on any ♦ s °° electronic copies. ♦♦�Il'� ;"',�e`pt.17,202 772.360.4998 INFO@SCHLITTENGINEERING.COM 13 REVIEWED BY: TS 1 OF 4 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. Q M M i 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. EPDXY ADHESIVE: SIKAANCHORFIX-1 C. WATERPROOFING AND FINISHES: a. STUCCO: PER ASTM C926 b. BALCONY WATERPROOFING TO BE PROVIDED BY CONTRACTOR AND 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. a. FOR "FULL DROP" OF BALCONY AREAS, DOCUMENT REINFORCEMENT FOUND AND LEAVE SECTIONS OF REMAINING STEEL FOR MINIMUM LAP SPLICES AT PERIMETER EDGES. D. CHIP CONCRETE SURFACES TO OBTAIN A SURFACE ROUGHNESS OF 1/4" (+-1/8"). SAWCUT AROUND THE EDGES FOR CLEAN LINES ATTHE 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 A 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. 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. 5. CONCRETE PLACEMENT A. COATALL 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 AT THE EXISTING SURFACES AND SHALL BE MINIMUM TWO COAT MASONRY CEMENT:SAND MIXTURE AT 1:3 RATIO. No. Description Date �/111111� SAND DOLLAR SHORES This item has been ♦♦��,�cNCE° ° SCh*i® ♦ E �/ ♦ NSF°°°��,��i ' T. E S C H L ITT ■ E. ISSUE DATE: 09 1G 2020 PROJECT NO: 20K008 digitally signed and `♦♦``�°°°��C sealed by Terence Schlitt ° No. 81238 ® ® to °� t ' E N G I N E E R I N G CONCRETE RESTORATION on the date adjacent to t STATUS: PERMIT SET General Notes the seal. Printed copies of o CA# 32295 r this document are not o w 7430 S OCEAN DRIVE considered signed and % O °° STATE OF ° 1555 INDIAN RIVER BLVD., SUITE B-145 r DRAWN BY: AMsealed S O ■ 2 and the e �i�J O R 1 P °°O♦� be VERO BEACH, FL 32960 JENSEN BEACH, FL MARTIN COUNTY, 34957 must verified on any ♦ s °° ♦ electronic copies. ,��Il'O N 11;',� Se`pt.17,202 772.360.4998 INFO@SCHLITTENGINEERING.COM 13 REVIEWED BY: TS Z OF 4 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. S2. \ Seventh Floor 1/16"= V-0" E Eighth Floor 1 / 16' = 1-0" O O THIS FLOOR IS SHOWN SINCE UNDERSIDE REPAIRS CAN BE MADE FROM THE 7T" FLOOR KEY ITEM Surface Repair Underside Repair Full Depth Repair Edge Repair Column Repair Beam Repair Wall Repair Crack Repair (minor) Crack Repair (major) ® Rust Spot Repair, U-under Temp. WeatherWall O Post Pocket Reseal Repair Legend N.T.S. No. Description Date �U11111� SAND DOLLAR SHORES This item has been ♦♦�cNCE° ° SCh*i® ♦ E �/ ♦ NSF°°°��,��i ' T. E. S C H LITT ■ ■ ISSUE DATE: O9 1G 2020 PROJECT NO: 20K008 digitally signed and `♦♦`°°��C sealed by Terence Schlitt ° No. 81238 s to °t! ' ENGINEERING CONCRETE RESTORATION on the date adjacent to t STATUS: PERMIT SET Seventh Floor Catwalk the seal. Printed copies of = �-01 W� C A# 32295 r N this document are not -0 ° o u, ^ 7430 S OCEAN DRIVE considered signed and % O °° STATE OF ° 1555 INDIAN RIVER BLVD., SUITE B-145 r DRAWN BY: AM S2.1 sealed and the signature ��S" � O R 1 P°°°O ♦� be VERO BEACH, FL 32960 JENSEN BEACH, FL MARTIN COUNTY, 34957 must on any verified on ♦ s °° °°°° ♦ electronic copies. ,��O;r;',� 'Se`pt.17,202 772.360.4998 INFO@SCHLITTENGINEERING.COM REVIEWED BY: TS 3 OF 4 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional. EXPOSE 6" MIN. OF CLEAN STEEL REMOVED DAMAGED CONC. PER NOTES to UNDERCUT (E) REIN. 3/4" & CLEAN/TREAT PER NOTES � I . !�eeeee�►�i�fe� ��'►�a►e! . �ePi'e mmee1eP �AeeO. ®► oee�7� (E) REIN. TO REMAIN /7 SAWCUT PERIMETER OF REPAIR AND ROUGHEN EDGES PER NOTES. Surface Repair (Overhead Simila 3/4" = 1 '-0" BALCONY SLAB EDGE TO BE SAW CUT & REPAIRED PER SPECS 1 1/2" RUST SPOT AT SURFACE TOP OF EXIST. BALCONY SLAB / / TOP OF EXIST. BALCONY SLAB 11\ 0" EXIST. REINF. TO REMAIN CLEAN & PRIME AS PER SPEC'S CREATE FORMED DRIP EDGE Edge Repair 3/4" = 1 '-0" 4 TOP SURFACE AND UNDERSIDE RUST b SPOT REPAIRS ARE SIMILAR CUT TIP OF EXIST. REIN., REMOVE CORROSION, COAT CONCRETE AND STEEL WITH BONDING AGENT AND CORROSION INHIBTOR, WATERPROOF SURFACE, ADD FINISHES TO MATCH EXSITING AREA. Rust Spot Repair 3/4" = 1'-0" No. Description Date SAND DOLLAR SHORES This item has been ww��CNCE° ° Sch �I�� 'w C EN �/ I'. SF°°° �J ' T. E S C H L ITT ISSUE DATE: PROJECT NO: 20K00$ digitally signed and „w `�°°°� sealed by Terence Schlitt No. 81238 ° to�° °t E N G I N E E R I N G CONCRETE RESTORATION on the date adjacent to _ t ^ L', STATUS: PERMIT SET Repair Details the seal. Printed copies of ° o= CA# 32295 r N this document are not o° w .; 7430 S OCEAN DRIVE considered signed and STATE OF °� i4j% 1555 INDIAN RIVER BLVD., SUITE B-145 DRAWN BY: AM S3.1 sealed d thesigna',��J ° °c� O R 1 O P°°°O mow` he VERO BEACH, FL 32960 J JENSEN BEACH, FL MARTIN COUNTY, 34957 t nye must be n a electronic copies. �I��ONAI�� 11ill,11111��tept.17,202 INFO@SCH TTENG�NEERING.COM OU REVIEWED BY: TS 4 OF 4 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 of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.