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STRUCTURAL SPECIFICATIONS 4. THE CONTRACTOR SHALL ARRANGE FOR AN ANCHOR MANUFACTURER'S MISCELLANEOUS REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THE ANCHORING PRODUCTS SPECIFIED. MCCARTHY AND ASSOCIATES TO RECEIVE 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN ARE TO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF THE STRUCTURAL DOCUMENTS. INSTALLATION. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPUCABLE BUILDING CODE: 6TH EDITION (2017) FLORIDA BUILDING CODE. 5. GRAVITY DESIGN LOADS: CONSTRUCTION SUPERIMPOSED TOTAL AREA LOAD LIVE LOAD DEAD LOAD BALCONY 40 PSF 100 PSF 6. WIND DESIGN CRITERIA: ULTIMATE WIND SPEED: VOLT = 181 MPH (3 SECOND GUST) EQUIVALENT NOMINAL BASIC WIND SPEED VASD = 141 MPH (3 SECOND GUST) RISK CATEGORY = II 806`i 201 EXPOSURE CATEGO ENCLOSED BUILDING INTER AL PRESSURE COEFFICIENT, GCP1= +/-0.18 WIND BORNE DEBRIS REGION 7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REFERENCED BUILDING CODE. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ACTUAL FIELD CONDITION. DO NOT SCALE DRAWINGS. 9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 10. SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT ALSO APPLY TO ALL OTHER SIMILAR CONDITIONS. 11. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 0 12. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS BY THE ENGINEER'S REVIEW THEREOF. �a m r 13. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN w N WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. �w DRILL4N DOLTS, SCREWS AND DOWELS o i 1. MASONRY SCREWS SHALL BE 1/4- DIAMETER WITH 1-5/8- MINIMUM EMBEDMENT kJ INSTALLED IN DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER. O N gd 2. SCREWS SHALL HAVE A BODY MADE OF CARBON STEEL AND SHALL BE HEAT TREATED AND SHALL HAVE 8PM ZINC COATING IN ACORDANCE WITH EN ISO 4042. g $ m PROVIDE HUS EZ (ESR 3027) SCREWS BY HILTI OR EQUAL. oa 3. HEAVY-DUTY CONCRETE AND MASONRY SCREWS SHALL BE TESTED AND APPROVED w TO MEET THE MINIMUM REQUIREMENTS OF ACT 355.2. HILTI KWICK PUS EZ 0 17 (ESR-3027 FOR CONCRETE, ESR-3056 FOR GROUT FILLED MASONRY). HEAVY DUTY SCREWS BY HILTI OR EQUAL. �w �a I GENERAL 514ORIN3 NOTES I I. THE SHORING 16 DESIGNED TO CARRY: THE DEAD WEIGHT OF THE TRI&JTARY AREA OF THE CONCRETE BALCONY AND NOTHING ELSE 2. THIS SHORING 15 DESIGNED FOR USE WITH SAFEWAY INC. OR EQUAL EQUIPMENT. THE CONTRACTOR SHOULD FOLLOW THE SUPPLIERS RECOMMENDATIONS FOR SAFETY AND ERECTION OF THEIR 514ORING EQUIPMENT, AND 15 RESPONSIBLE FOR INSURING THE SUITABILITY OF THE EQUIPMENT AND LAYOUT TO T14I5 PROJECT PRIOR TO COMMENCEMENT. 3. ALL LUMBER SHALL BE 'I SO. YELLOW PINE OR BETTER WITH AN Fb OF AT LEAST 1450 P51. LUMBER SHALL BE IN GOOD CONDITION WITH NO L005E KNOTS AND HAVE AT LEAST 85% OF ITS NET SHALL CROSS SECTION AT ANY POINT ALONG THE MEMBER SHAKES, CHECKS, AND SPLITS SHALL CONFOR•1 THE VISUAL GRADING REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU GRADING RULES, SECTION 300, 2002 1 EDITION -SUPPLEMENT NO. S. 4. MUD5ILL DESIGN BY OTHERS UXJO. MUDSILL5 ARE NOT REQUIRED UNLESS SPECIFIED HEREIN 5. CONTRACTOR SHALL SUPPLY POST SHORES THAT CAN SUPPORT A MINIMUM OF 5,000 TIES. PER POST AT THE REQUIRED EXTENSION AS SPECIFIED BY THE MANUFACTURER b. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING WIND CONDITIONS AND SHALL RESTRAIN THE SHORING EXISTING STRUMRE AGAINST UPLIFT DUE TO EXPOSURE TO SEVERE WEATHER CONDITIONS. DANSCO ENGINEERING, LLC 15 NOT RESPONSIBLE FOR BRACING THE SHORING AGAINST UPLIFT. 1. P05T SHORES SHALL REMAIN IN PLACE UNTIL CONCRETE REPAIRS ARE COMPLETE S. THE SHORING 15 NOT APPROVED FOR WORKMEN ON THE STRUCTURE. 9. ALL SHORING EQUIPMENT MUST BE IN GOOD CONDITION, FREE OF DELETERIOUS RJST, DENTS, BROKEN WELDS, OR OTHER MAJOR DEFECTS. I 10. SHORING MUST BE VISIBLY PLUMB. II. SHORING MUST BE INSPECTED BY A COMPETENT PERSON. 12. CONTRACTOR SHALL COMPLETE WORK FROM SWING STAGE OR ACCESS SEPARATE EQUIPMENT FROM THE EXISTING BALCONY DECKS. WORK SHALL PROCEED FROM BOTTOM BALCONIES EXTENDING TO UPPER BALCONIES AND SHORING SHALL ONLY BE INSTALLED ON UNDAMAGED OR COMPLETED REPAIRED DECKS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING THE SHORING SYSTEM AND TAKE PRECAUTIONS TO AVOID CONTACTING THE SHORING SYSTEM WITH OTHER EQUIPMENT OR MATERIALS. SHORING THAT 15 LOOSENED, DAMAGED, OR DISPLACED DUE TO CONTACT, VIBRATION, OR OTHER MEANS SHALL BE RE-PO5ITIONED, RE -TIGHTENED, OR REPLACED IMMEDIATELY. 14. THE CONTRACTOR 514ALL BE F EEPON515LE FOR COMPLIANCE WITH 0514A REQUIREMENTS REGARDING FALL PROTECTION DURING ERECTION, USE, AND DISMANTLING OF THE SHORING EQUIPMENT AND FORMWORK 5140LLN N THESE DRAWING5.t111111 f11/7 �G. •YGENS, - .:F� :; McCarthy and �:' �AAAssociates T, No.77754 '• is :ADIVISION OF PENNONI ASSOCIATES, INC. p �- 2555 Nursery Road, Suite 101 -0 t pl���{ : CCf= C_Ledrwater, FL. 33764-3080 % •' S E O Z (727) 536-8772 �0A" OR OP- • G��� Florida Coo 7819 James Vincent Barnes III, P.E. S Florida P.E. 77754 Pennoni Project No. OCEND18006 / ll1 I111 KNI-oa 1 a a 0WVS Gays IONVt INDEPENDENT POST SHORE SYSTEM SAFETY RULES As Recommended by SCAFFOLDING, SHORING AND FORMING INSTITUTE It shall be the responsibility or all employers and users to read and B. ALL INDEPENDENT POST SHORE SYSTEM DECKS SHALL comply with the rollowing common sense guidelines, which are BE LATERALLY STABILIZED by the existing building CA designed to promote safety in the erection, dismantling and use or structure and/or additional bracing as specified by the .+ Independent post shore systems. These guidelines are not supplier/manufacturer. i all-inclusive nor do they and supplant or replace other additional C. USE SUPPLIER)MANUFACTURER'S RECOMMENDED SAFE r � %- safety precautionary measures to cover usual or unusual conditions. WORKING LOADS consistent with the deck panel 153 Z D If these guidelines Conflict In any was with any state, provincial, configurations and height of poses used. m local or federal statute or governmental regulation, said statute or regulation shall supersede these guidelines and it shall be the D. FOLLOW SJPPLIERAMANUFACNRER'S RECOMMENDED O res onsibilit or each em Io es and user to coin I Therewith and P 3 P 9 P B a) DIRECTION for: Location and selection deck panel type and Burglars.also G to be knowledgeable and understand all state, local or b) is Type and height of vertical shoring components. federal to statutes or governmental regulations pertaining c) Starting points of deck layouts. N Independent post shore systems. E. DO NOT MAKE UNAUTHORIZED CHANGES TO THE LAYOUT. -i Always consult the designer prior to making changes. c A GENERAL GUIDELINES rh n p in a conspicuous L POST THESE SHORING SAFETY GUIpersons F. a) PRIOR TO WORKING ON DECKS All pasts shall be plumb and adjusted evenly to ensure proper ro C n t� lni' wh ereNES lace and be sure that all ereons who erect, dismantle or P P but contact. o use sharing aware of them. b) Dedc shall be laterally stabilized and proper mum of fall protection a n �. 2. FOLLOW ALL STATE, PROVINCIAL, LOCAL AND FEDERAL S installed. < � CODES, ORDINANCES AND REGULATIONS pertaining to G. FALL PROTECTION SHALL BE PROVIDED ON ALL m j fat sharing. OPEN SIDES AND OPENINGS In rormwork and slabs as cn , 3 3. SURVEY AT JOB SITE. A survey by a qualified person shall be required N applicable code. made of the Job site for hazards, such as untamped earth rills, 11. SAFE ACCESS SHALL BE PROVIDED TO ALL ditches, debris, high tension wires, Unguarded openings and FORmilloRK as required by applicable code. 'o other hazardous conditions. These conditions should be corrected or avoided as noted in the following sections. I. IF MOTORIZED CONCRETE PLACEMENT EQUIPMENT IS TO BE USED, ensure that lateral loads, vibration and other forces 4. PLAN SHORING ERECTION SEQUENCE in advance and obtain have been considered and adequate precautions taken to CD necessary access equipment to accomplish the work safely. 5. INSPECT ALL EQUIPMENT BEFORE USING. Never use any J. assure stability. PLAN DECK PANEL LAYOUT TO ENSURE AGAINST 9 fy ryT 7{S equipment that is structurally defective In any was. Mark It INSTABILITY AND UNSUPPORTED CANTILEVERS. Take all or tag it as defective, there remove it From the Jobsite. necessary precautions to avoid uplift of cantilevered panels during and after construction. Make certain that Form v L� b. A SHORING LAYOUT prepared by a person qualified to panels intended to be cantilevered are tied down to 14U�' 0 analyze the intended loading consistent with the prevent tipping. manufacturer's recommended safe working loads, shall be used on the Job at all times. K. PANELS EXPOSED TO UPLIFTING WIND FORCES SHALL BE mci LOCKED TIED PREVENT PANEL UPLIFT. 1. ERECT, DISMANTLE OR ALTER SHORING only under the supervision of a competent person. L. LACEDOWN E PLAN CONCRETE PLACEMENT METHODS AND SEQUENCES C 8. DO NOT ABUSE OR MISUSE THE SHORING EQUIPMENT, TO ENSURE BALANCED LOADING of shoring equipment and panels, including cantilevered panels. Do not modify equipment. M. BRACING SHALL BE FASTENED SECURELY. Check to W 3 INSPECT ERECTED SHORING: (a) Irtsnediatel prior to S p see that clamps, screws, pins and all other components concrete placemeat(b) during concrete placement and while vibrating concrete, and (c) after concrete placement are in a closed or engaged positiom Z Z Until concrete is set- N. FOLLOW SPECIAL PRECAUTION$ RECOMMENDED BY SUPPLIER/MANUFACTURER WHEN SHORING FROM Q 10. NEVER TAKE CHANCES! IF IN DOUBT REGARDING THE THE OR SLOPED SURFACES.j O SAFETY OR USE OF THE SHORING, CONSULT YOUR SHORING SUPPLIER O. V PROVIDE AND MAINTAIN SOLID FOOTING to a / � V distribute maximum loads prr operly. .0 - 11. USE SHORING EQUIPMENT only for the purpose or In ways For which it was Intended. Use proper tools when P. WINDLOAD: Erector must analyze the Torming/shoring for additional loads imposed from wind � W O O Installing equipment. system loading to „/5 (,� ED and provide adequate anchorage resist / 1 V ", 12. ERECTING AND D15MANTLIZ OF 514ORNG requires these Forces, Including uplifting wind forces. good physical condition. Do not work on shoring If you feel dizzy, unsteady in any way a are Impaired in any way Q RESHORNG Is one of the most critical operations In Formworkt the shall W J Cl by drugs or any other substances. consequentlg, reshortng procedure be designed by a qualified person and should be O 13. DO NOT USE INDEPENDENT POST SHORE approved by the architect/engineer of record. N SYSTEMS For fall arrest anchorage. SW306 -5/03 V ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF PROJECT OCEND18006 THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN AS RITTEN VERIFICATION OR ADAPTATION BY PENNONI FOR THE SPECIFIC (f DATE 07-26-19 McCarthy and PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OMER SHALL INDEMNIFY AND HOLD HARMLESS PENNON)ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. DRAWING SCALE N.T.S. Associates A Division of Mo MARRIOTT COURTYARD JENSEN BEACH DRAWN BY SV FLORIDACOA7819 TEMPORARY SHORING APPROVED BY VB PENNONI ASSOCIATES INC. FOR BALCONY REPAIR soul 2555 Nursery Road, Suite 101 10978 OCEAN DRIVE Clearwater, FL 33764 T 727.536.8772 JENSEN BEACH, FL 34957-2611 SHEET 1 OF 3 ULTIMATE WIND PRESSURES ( PSF ) EXTERIOR DOORS, WINDOWS, WALLS EFFECTIVE AREA (ft ) ZONE 4 ZONE 5 PRESSURE SUCTION PRESSURE SUCTION I TO 20 1062 -1062 1062 -194.6 21 TO 50 1062 -1062 1062 433.1 51 TO 100 913 -1003 913 -1120 101 TO 150 91.4 -963 91.4 -155.3 151 TO 250 815 -93A 81.5 -1455 251 TO 500 82b -90.4 82b -132.1 501 + ABOVE 16.1 -865 16.1 -116.0 DOORS, WINDOWS AND WALLS COMPONENT AND CLADDING LOADING DIAGRAMS THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR MISSILE IMPACT OR PROTECTED BY WIND-BORNE DEBRIS BY A SCREEN BARRIER _E ��McCarthy and Associates A DIVISION OF PENNOM ASSOCIATES, INC 2555 Nursery Road, Suite 101 Clearwater, FL. 33764-3080 (727) 536-8772 Florida Coo 7819 James Vincent Barnes III, P.E. Florida P.E. 77754 Pennoni Project No. OCEND18006 MAX. L I I. V-011 MAX. 8'-O" MAX. PLAN VIEW OF SHORING AT EACH BALCONY THAT REQUIRES BOTH SCALE:114- = I'-o' EDGE REPAIR FIELD CONCRETE a DECK REPAIR GENERAL NOTES: I. SEE 50.1 FOR SHORING SPEGIFIGATIONS AND RECOMMENDATIONS. 2. SEE SU FOR BALCONY CROS5 SECTIONS. 3. THIS SHORING DESIGN SHALL BE CONSIDERED TYPICAL FOR ALL BALCONIES UNO. 4. RE -SHORING TO BE INSTALLED A MINIMUM OF 2 LEVELS BELOW ACTIVE SHORED BALCONY. 5. SEE BALCONY REPAIR DRAWINGS ISSUED BY OUR OFFICE DATED 10/302018 FOR ADDITIONAL INFORMATION REGARDING LOCATIONS AND SPECIFICATIONS FOR CONCRETE REPAIRS. Add Associates and Associates A Division of FLORIDACOA7819 PENNONI ASSOCIATES INC. 2555 Nursery Road, Suite 101 Clearwater, FL 33764 T 727.636.8772 M r . \-\CENSF =. C i �� No. 77754 •• • ISTATE OF <(/ i � R1OP;.-' \ �\ S/OI ..I..1, ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES AREMSTRUMENTS OF SERVICE IN RESPECTOF PRO CT THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WTHOUT MITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC D E PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATE; AND OWNER S INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. DRAWING SCALE MARRIOTT COURTYARD JENSEN BEACH TEMPORARY SHORING FOR BALCONY REPAIR 10978 OCEAN DRIVE JENSEN BEACH. FL 34957-2611 07-26-19 DRAWN BY APPROVED BY S100 N.T.S. SV VB SHEET 2 OF 3 40 PSF SUPER IMPOSED CONSTRUCTION LOAD I i P-0" MAX. — OVERHANG AT END EXISTING BALCONY (1) LAYI Ye" PLYUD 4"x4" % BE, 2x4 TIMBER BR SAFEWAY TIMBE 5K POST ND FL 5K P05T IN LINE W/ , ,&�15T FL( 5K POS' RE SHc 6-0" MAX. OELEVATION VIEW SCALEN4' - f-0' V-0" MAX. 1'-0" MAX. OVERHANG AT END PLATE AMcCarthy a Associates A DIVISION OF PENNONI ASSOCIATE' 2555 Nursery Road, Suite Clearwater, FL. 33764-3C (727) 536-8772 Florida Coo 7819 James Vincent Barnes 11 Florida P.E. 77754 Pennoni Project No. OCENI C. E. it BALCONY EDGE UN -DAMAGED DECK TO REPAIR ¢ 4'-0'I MAX. 00, '00- 3RD� FLOOR BALCONY TO BE 2x FOR END SNORED K P05T SHORE lU LAYER Ye" PLYWOOD I 2x4 BRACING AT CENTER (4) 12d NAILS HEIGHT OF POST W/ TIMBER CLAMPS EXISTING CONCRETE BALCONY h 2ND FLOOR V' (4)Y4"DIA. TAPCON W/ EXISTING EXTERIOR WALL I y" EMBED TOP d BOT. DO NOT DAMAGE EXISTING REINFORCING AND FILL WITH WILL EPDXY ONCE REMOVED 5K POST SHORE IN LANE W/ ABOVE h 16T FLOOR RE SHORING 2-LEVEL5 BELOW OR TO GROUND LEVEL \\IMIIIjj N�ENT6 (GCJ .•'��C ENSF AT GROUND LEVEL INSTALL No- 77754 2x8 MUD SILL x 24" LONG -7 ATI,OF -0�-.- Tz7 GROUND LEVEL . ... S F h S[ CNA` E OSECTION AT BALCONY "\ SCALE:IA4 = P-O° ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF OJECT CEn THEPROJECT. THEYARENOTINTENOEDORREPRESENTEDTOBESUITM LEFORREUSEBVOWNSR OR OTHERS ON THE E)RENSIONS OFTHE PROJECT OR ON ANY OTHER PROJECT: ANY REUSE McCarthy and WRHOUTWRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BEAT OWNERS SOLE RISKAND WITHOUT LIABILITY Oft LEGAL EIfPOSURE TO PENNONI ASSOCIATE, AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES f OAT A Associates FROM ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. DRAWING SCALE MARRIOTT COURTYARD DRAWN BY j A Division of JENSEN BEACH FLORIDACOA7819 TEMPORARY SHORING APPROVEDBY PENNONI ASSOCIATES INC. FOR BALCONY REPAIR 10978 OCEAN DRIVE C V l ■ 2555 Nursery Road, Suite 101 Clearwater, FL 33764 T 727.536.8772 JENSEN BEACH, FL 34957-2611 SHEET 3 LOCATION MAP NTT_ ULTIMATE GROSS WIND LOADS MAIN ROOF ROOFING MATERIALS COMPONENTS ROOF ZONE AND CLADDING T Z Fll'� SUCTION Fw -B53 .2435 ULTIMATE NET WIND LOADS MAIN ROOF JOISTS OR TRUSSES COMPONENTS ROOF ZONE AND CLADDING T Z 3 PRESSURE rp�D ITT na ni SUCTION (PsF) .132.1 ULTIMATE WIND PRESSURES ( PSF I EXTERIOR DOORS. WINDOWS, WALLS EFFECTII(E AREA (ft I ZONE 3 ZONE 5 PRESSURE SUCTON PRESSURE SUCTION I TO 20 1061 -ml 1061 -B 1, 2ITO50 1063 -L^61 1061 -W.l 51 TO W SID -b03 513 -Imf 101 TO SO 91.3 -563 51A -B53 BI TO 815 -13.4 815 -N55 151 TO 500 B?b -50.4 Btb -B?.l 501 • ABOVE 16.1 465 16.1 -II60 SCANNED BY St. Lucie County ULTIMATE NET WIND LOADS OVERHANGS AND CANOPIES JOISTS OR TRUSSES COMPONENTS ROOF ZONE AND CLADDING 1 P y PREs5lRE rpan n.T ni n3 SUCTION(PsO -?355 .3112 -3n5 NIS V cLV 1 I U I i I rl I I Oj OI :( ° O' I I ° ©® I I MONOSLOPE ROOF (©'< 3') DOORS. WINDOWS AND WALLS COMPONENT AND CLADDING LOADING DIAGRAMS a•6'-6' THIS MILDW 15 DESIGNED AS AN ENCL05ED STRUCTURE. ALL EXTERIOR COtPLNENTS (DOORS, WINDOWS. ETC)MST BE DESIGNED TO WTH5TAND THE WND LOADINGS SPECIFIED FOR THE DESIGN CF COIPONENT5 AND CLAODNG IN TN_' TABLES N ADDRICN, ALL AREAS OF EXTERIOR GLAZNG MST BE CERTIFIED FOR MISSILE "PACT OR PROTECTED BY WND-BORN- DE5R5 BY A SCREEN BARRIER ,S7. LUCIE COUNTY PLAN REVIEW Jsct-&N -_ DATE: PLUMB: DATE: MECH: DATE: L SCOPE OF SERVICES, I. CONCRETE REPAIRS AS IDENTIFIED HEREIN. SEE SRI.I FOR ADDITIONAL INFORIATION. ?. REPAIRS TO ADDRESS CONCRETE SPALLIW, AS IDENTIFIED, II, DESIGN CRITERIA. I. APPLICABLE CODES INCLUDE THE ion FLORIDA EXISTIN6 BUILDING CODE. FEBC?, 2011 FLORIDA BUILDING CODE (NISCI DESIGN LOADS: A SEE 501 FOR ADDITIONAL NFORMATION. III. CLASSIFICATION CF WCW I. THE WORK 15 NECESSARY TO ADDRESS WIDESPREAD CONCRETE DAMAGES 2. THE UIORK SHALL BE CLA55FIED AS A REPAIR (SECTION 502 OF THE EXISTING BUILDING CODE/ 3. THIS STRICTURE 15 A THRESHOLD BUILDING, 4. WATERPROOFING, SEALANTS AND THE DESIGN OF RAILINGS BY OTHERS. S. HAND RAIL AND GUARDRAIL REPLACEMENT ARE THE RESPONSIBILITY OF A DELEGATED ENGINEER PROVIDE SIGNED AND SEALED CALCULATIONS AND DRAWM5 FOR REVIEW. NOTES: I. THE DAMAGE DEPICTED ON THESE ORAWNGS WERE IDENTI-TIED DURING A NON -INTRUSIVE NSPECTION5 IN JULY ?OB. THE INSPECTION NCLUDES SITE ACCESS FROM READILY ACCE551BLE AREAS. THESE REPAIR PLANS SHALL NOi BE CON5IDERED AN ULTIMATE GUARANTEE OF ALL REQUIRED REPAIR WORK. THE QUANTITIES REQUIRED TO REPAIR AOTUAL DAMAGE CONDITIONS WILL BE DETERMINED AFTER A SURYSY 15 CQ`IPLETED BY THE CONTRACTOR THE RESULTS OF THEIR SURYcy WILL BE PROVIDED TO THE ENGINEER O ER AND ARCHITECT BEFORE COSMEN ING W,TH AN) " WORK :. THE REPAIR PLANS AND THE BOOK SPECIFICATIONS MST BE USED TOGETHER IN A CGSIPLETE PACKAGE. THE SPECI ICATIOI5 ARE AN NTEGRAL PART OF THE SCOPE OF UIOR'. AND MUST BE READ AND UNDER5TAND N IT5 ENTIRETY. 3.IF FIELD CONDITIONS ARE IDENTIFIED TO BE DIFFERENT FROM THE STRUCTURAL REPAIR DRAWINGS THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE IN THE FORM OF A RIFT TO MCCARTHY AND ASSOCIATES INC. A DIVISION OF PENNONI PRIOR TO ATTEMPTING REPAIRS. 4. CONCRETE REPAIR5 DETAILED WITHIN THE PLANS AND SPECIFICATIONS ARE INTENDED TO ADDRESS STRUCTURAL DAMAGE ONLY. COSMETIC DAMAGE AND PREPARATION FOR WATERFROOFING CO�IRING5 NCLUDIW SEALANTS WILL BE ADDRESSED BT OTHERS. \\. �vNCEN-r ��i,• UCENSF'-���'� �Q. (P No. 77754 . o r'a- STA E OF P ,. r k L•� T ' rH,`t STRUCTURAL DRAWING INDEX Sol GENERAL SPECIFICATIONS 501 GENERAL SPECIFICATIONS 503 GENERAL SPECIFICATIONS 510 I5T FLOOR REPAIR PLANS SU ZNO FLOOR REPAIR PLANS SO 31ZD FLOOR REPAIR PLANS 513 47H FLOOR REPAIR PLANS 51.4 5TH FLOOR REPAIR PLANS 615 6TH FLOOR REPAIR PLANS 51b ITH FLOOR REPAIR PLANS SIT 8TA FLOOR REPAIR PLANS 620 REPAIR DETAILS C L 4 U �-o a Nb� U zoW F . Q C=� o=q- Z.2 Z0 w Q. 6 x 0�� m �w GLL 8Ps r^'as Ow� Eaw SO.0 GENERAL SPECIFICATIONS Fn LL LLI z O U .J Q m OF I3 SCOPE OF WORK 1. PEaCRIITION THE WORK SRALL CONSIST OF CONCRETE REPAIRS, TO INCLUDE REPAIRS TO THE CONCRETE BEAMS, COLUMNS, DAMAGED HOLLOW CORE DECK EDGES AT BALCONIES, PLUS ITEMS IDENTIFIED HEREIN. IN ADOTION TO THESE REPAIRS. COSMETIC REPAIRS MAY BE COMPLETED BY THE OWNER 11. REPARR PROCEDURE REPAIRS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. AND THE REFERENCED PLANS AND SPECIFICATIONS. AS AMENDED DURING THE RESTORATION PROCEDURES. NM THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK AS REQUIRED TO MAINTAIN THE DAILY OPERATION OF THE BUILDING. UNLESS OTHERWISE APPROVED, THE WORK SCHEDULE WILL BE MONDAY THROUGH FRIDAY BETWEEN THE HOURS OF 7:30 A.M. AND 5:30 P.M. NIL SCOPE OF FEMURS PROJECT SPECIFICATIONS 1. OEOCRIPTION OP WORIL A SCOPE 1) THE WORK REQUIRED HEREIN CONSISTS OF ALL COMPONENTS AND REIATED ACCESSORIES REQUIRED TO COMPLETE THE WORK AS LOCATED AND DETNLED ON THE DRAWINGS, AND SPECIFIED HEREIN. 2 EXISTING STRUCTURE ALL INFORMATION ON THE EXISTING STRUCTURE SHOWN ON THESE PUNS IS OBTAINED FROM THE BEST AVAILABLE SOURCES. BUT EXISTING INFORMATION DOES NOT NECESSARILY REFLECT AS -BUILT CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN ON THESE PLANS AND NOTIFY THE ENGINEER OF ANY VARIATION. THE CONTRACTOR SWILL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE FABRICATING MATERIALS. AND INSTALLATION THEREOF. 1. CONTRACTOR SHALL PROVIDE ALL BARRICADES, SHORING, ETC., AS NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF THE VISITORS B. SPECIAL CONDITIONS AND WORKERS AT ALL TIMES. 2. DEMOLITION: a. REMOVE AND DISPOSE OF SP&UNC CONCRETE AND RELATED MAMRMLS PER THE SPECIFICATIONS. b. PRESSURE WASHING OF THE ENTIRE CONCRETE DECKS STRUCTURE TO REPAIR SURFACE c. DUST CONTROL 3. CONCRETE $PALL REPAIRS AND CRACK REPAIRS AS NOTED AND/OR SPECIFIED HEREIN. 4. PROTECTION OF ALL AREAS AND SURFACES ADJACENT TO THE WORK TO INCLUDE, BUT NOI LIMITED TO, THE LANDSCAPING AT THE PERIMETER OF THE STRUCTURE'S GARAGE. 5. PAINTING. TRAFFIC COATING AND SEALANTS OF THE STRUCTURE BY OWNER. 6. OTHER ITEMS AS SPECIFIED HEREIN (OR AS SHOWN ON THE PLANS). 7. QUALM ASSURANCE a. THE CONTRACTOR'S FIELD SUPERINTENDENT IS TO RENEW THE PROJECT DOCUMENTS IN TOTAL AND SUBSEQUENTLY MEET WITH THE ENGINEER PRIOR TO STARTING THE WORK M ADDRESS ANY QUESTIONS RELEVANT TO THE PROJECT REQUIREMENTS. b. CONTRACTOR IS TO PREPARE MOCKUPS OF ALL SPECIFIED REPAIR PROCEDURES FOR 111E ENGINEER'S REVIEW PRIOR TO PROCEEDING WITH THE WORK. A. NOTE: CONTRACTOR IS TO INSPECT AND SOUND ALL SUSPECT DAMAGED CONCRETE PRIOR TO STARTING REPAIRS. SUBSEQUENTLY, THE CONTRACTOR WILL PROVIDE A WRITTEN REPORT TO THE ENGINEER ON THE EXENT OF THE ESTIMATED UNIT PRICE QUANTITIES REQUIRED, WITH COST PROJECTIONS BASED ON THE CONTRACT SCHEDULE OF VALUES. M. THE CONTRACTOR WILL PROVIDE HIS SUPERINTENDENT WITH A PACHOMEIER, MULTI METER, AND AN ADEQUATE SUPPLY OF PHENOLPHTHALEIN FOR HIS USE DURING THE PROJECT. e. OWNER WILL PROVIDE A CLERK -OF -THE -WORKS FOR COORDINATION OF DAILY ACTIVITIES WITHIN THE FACILIR, AND CONFIRMATION OF UNIT PRICE QUANTITIES, ALONG WITH OTHER DUTIES AS REQUIRED BY THE OWNER. f. THE CONTRACTOR'S SUPERINTENDENT WILL BE REQUIRED TO MNNTAN A DAILY LOG ON -SITE IDENTIFYING THE NUMBER OF WORKERS, WORK ACTIVITY, CHANGED CONDITIONS, WEATHER, ETC. g. CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPREHENSIVE WORK SCHEDULE 8. ITEMS OCCLUDED IN BASE BID: a. DESIGN OR CONSTRUCTION OF THE RAILINGS. b. ELECTRIC"GHT FIXTURES, LIGHT POLES. c. PLUMBING, PIPING WORK, FIRE PROTECTION. E. ASBESTOS SURVEY. (BY OWNER) e. REPAIR OF ANY CONCRETE SIABS-ON-GRADE. I. PAINTING, WALL COATING AND SEALANTS. (BY OWNER.) g. STUCCO REPAIRS. H. CM OR SECURITY EQUIPMENT. I. SIGNAGE. j. LANDSCAPE AND IRRIGATON. X. FIRE HOSE CABINETS, AND FIRE EXTINGUISHER CABINETS. I. DRAINAGE REVISIONS. Y. WORK ITEMS SPECIRCALLY IDENNFlED AS 'BY GWNER'. N. LLiENNITCa1 12. AS IDENTIFIED HEREIN. 1) ALL COSTS RELATING TO TEMPORARY STORAGE AND PROTECTION SHALL BE BORNE BY THE CONTRACTOR. THE CONTRACTOR SHALL RETAIN FULL RESPONSISUTY FOR ANY DAMAGE OR DETERIORATION CAUSED TO SURROUNDING SURFACES. 2) UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL REMOVE HIS TEMPORARY STRUCTURES AND SHEDS AND REMOVE ALL DEBRIS AND RUBBISH AND PUCE THE AREA IN A CLEAN AND ORDERLY CONDITION. 3) TEMPORARY TOILET FACILITIES WILL BE PROVIDED BY THE CONTRACTOR. CLEAN BY THE CONTRACTOR. 4) THE OWNER SHALL FURNISH TEMPORARY WATER AND ELECTRICAL SUPPLY POINTS ON THE SITE. WHERE AVAILABLE. THE CONTRACTOR SHALL PROVIDE THE MEANS TO DELIVER THE WATER/ELECTRICAL TO HIS CONSTRUCTION AREA 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY CLEANING AND REPAIRING OF ADJACENT AREAS RESULTING FROM SAID CONTRACTOR'S OPERATIONS. 6) ALL WORK RELATING TO THE DISRUPTION OF EXISTING SERVICES SHALL BE COORDINATED WITH THE OWNER. 7) ALL. PROTECTION AND SAFETY DEVICES TO INCLUDE TEMPORARY SAFETY RAILS SHALL BE PROVIDED BY THE CONTRACTOR AS IT RELATES TO THE SAFE CONDUCT OF HIS WORK IN ACCORDANCE WITH ALL LOCAL STATE, AND FEDERAL REGULATIONS. 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS PRIOR TO FABRICATION OF MATERIALS. B) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING NECESSARY FOR THE INSTALLATION OF HIS WORK. 10) THE CONTRACTOR SHALL: CLEAN UP PLL WASTE MATERALS, RUBBISH, AND DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS AT SUCH LOCATIONS AND FREQUENCIES AS REQUIRED. BUT = LESS THAN ONCE A WEEK, OR AS DIRECTED BY THE ENGINEER. REPAR, PATCH, AND TOUCH-UP MARRED SURFACES TO MATCH ADJACENT FINISHES DAMAGED BY HIS OWN OPERATIONS. REMOVE FROM THE SITE ALL WASTE MATERIALS, RUBBISH, AND DEBRIS ON A REGULAR BASIS, BUT DO LESS THAN ONCE A WEEK. DO LM USE OWNER'S DISPOSAL CONTAINERS UNLESS AUTHORIZED IN WRITING. 11) CONSTRUCTION PERSONNEL SHALL CONFINE THEIR ACTA9TIES TO THE DESIGNATED CONSTRUCTION MEAN AND THE ACCESS THERETO. C. GENERAL CONDMONS 1) THE MA A1W GENERAL CONDITIONS (2007) SHALL BE APPLICABLE, EXCEPT M AMENDED HEREIN. 2) PROVIDE WARRANTIES M DEFINED IN THE CONTRACT, OR AS LISTED HEREIN. D. MISCELLANEOUS CRITERIA 1 CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE WETY OF THE PROJECT THIS UNTIL THE WORK IS COMPLETED. THIS INCLUDES, BUT NOT LIMITED 70. THE ADDITION OF WHATEVEfl TEMPORARY SPACING. SHORING, GUYS, OR TIE -DOWNS THAT MAY HA LREM REMAIN SUCH RATERIAL SHALL TR REMOVED R C SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION THE PROJECT. N47E: TEMPORARY SHORING SHAH DESIGNED BY A STRUCTURAL ENGINEER REGISTERED IN FLOO RIDA 2) COORDINATE ALL DIMENSIONS AND ELEVATIONS WON THE EXISTING CONDITIONS. 3) CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 4) SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA FOR REVIEW BY THE ENGINEER ON ALL COMPONENTS AND PRODUCTS SPECIFIED FOR THE PROJECT. CONTRACTOR IS TO SPECIFICALLY IDENTIFY WHERE SUBMITTED REPAIR PRODUCTS ME TO BE USED. ALLOW ONE WEEK REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. 5) RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION. 6) A FINAL SET OF AS -BUILT DRAWINGS IS REQUIRED UPON COMPLETION OF TIE PROJECT. IL OENOLITION A REMOVE ALL ITEMS NOTED ON THE DRAWINGS, OR AS REQUIRED TO MAKE THE SPECFIED REPAIRS B. ALL DEMOLISHED MATERIALS TO BE REMOVED FROM THE SITE AND DEPOSITED AT A REGULATED DUMP SITE. C. PROVIDE ALL SHORING NECESSARY TO PROTECT THE STRUCTURE DURING THE DEMOUTON PROCESS, AND UNTIL THE WORK IS COMPLETED. D. CONTRACTOR TO MINIMIZE DUST DURING WORK OPERATIONS AND CLEAN ADJACENT AREAS OF DUST MOM PROJECT ON A REGULAR BASIS. IM GONCNETE TIE M. A DESCRIPTION 1) WORK INCLUDED: PROVIDE CONCRETE REPAIRS INCLUDING FORMWORK AS SPECIFIED HEREIN. AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 2) DAMAGED REINFORCING STEEL SHALL BE CLEANED AND COATED AS SPECIFIED BELOW, OR REPLACED (WITH SAME SIZE BAR AND MECHANICAL SPLICES) AS DIRECTED BY THE ENGINEER. B. QUALITY ASSURANCE 1) USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 2) COMPLY WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR�B BUILDINGS' ALI301, AND TONCRETE REPAIR GMIDE• , ACI 546R-14, EXCEPT AS MODIFIED HEREIN. 3) INSTALL ALL PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 4) SUBMIT PRODUCT DATA SHEETS ON ALL CONCRETE REPAIR PRODUCTS TO INCLUDE APPLICATION LOCATIONS AND MANUFACTURER'S CERTIFICATION OF APPUCANDN. (PROVIDE SETS PER GENERAL CONDITIONS.) 5) CONTRACTOR TO PROVIDE MOCK-UP OF OF THE TYPICAL REPAIR FOR ENGINEER REVIEW BEFORE PROCEEDING WITH THE WORK. C. SOUNDING AND SAW CUTTING 1) SOUND THE SURFACE TO VERIFY THE EXTENT OF THE AREA TO BE REPAIRED IN ACCORDANCE WITH THE PROCEDURES SPECIFIED HEREIN. CONTRACTOR TO HAVE AVAILABLE (ON -SITE) A PACHOMETER TO LOCATE REINFORCING STEEL IN THE CONCRETE. 2) SAW CUT MOUND THE AREA OF DETERIORATION TO A MINIMUM DEPTH OF 3/4 INCH. DO NOT CUT EMBEDDED REINFORCING UNLESS DIRECTED BY THE ENGINEER. 3) WHERE POSSIBLE, THE CONCRETE AREAS REMOVED SHALL BE RECTANGUIM IN SHAPE. D. CONCRETE REMOVAL 1) REMOVE ALL DELAMINATED, UNSOUND, OR OTHERWISE UNSUITABLE CONCRETE CONTRACTOR TO HAVE AN ADEQUATE SUPPLY OF PHENOPHTALEIN ON -SITE TO CHECK FOR CARBONATION DURING THE EXCAVATION PROCESS. 2) IF THE DETERIORATION OCCURS OVER REINFORCING BARS. REMOVE ALL OF THE CONCRETE MOUND EACH BAR TO ALLOW A MINIMUM OF 3/4 INCH ALL AROUND THE BAR WITH THE EXCEPTION OF VERTICAL COLUMN BARS. 00 NOT REMOVE CONCRETE B�IND VERTICAL COI UMN RARE (TOWARD IMF THE ENGINEER. DO NOT CUT ANY REINFORCING BARS WITHOUT THE APPROVAL OF THE ENGINEER. 3) AVOID FRACTURING OF THE AGGREGATE AT THE SURFACE OF THE EXCAVATION. SOME `SOUND" CONCRETE MAY HAVE TO BE REMOVED TO ADEQUATELY EXPOSE AND CLEAN THE REINFORCING FOR ITS FULL LENGTH. 4) MAXIMUM CARE IS TO BE TAKEN TO NOT DAMAGE ADJACENT CONCRETE THAT IS TO REMAIN. 5) AVOID DAMAGING THE BOND OF THE BARS THAT EMEND INTO THE ADJACENT EXISTING CONCRETE BY MINIMIZING VIBRATION OF THOSE BARS DURING THE CONCRETE REMOVAL PROCESS. 3 GENERAL GUIDELINES: R PLACE OR SUPPLEMENT ANY EXISTING E REINFORCING BARS WITH A LO5$ W IN ACCORDANCE IN EXCESS IT ICI WITH NEW REINFORCING BARS. LAP R AWED FOR WITH ACI CROOM OATEDEMERS. INCREASE AN AS REQUIRED FOR EPDXY COATED SIDE BARS WITH AN ABSENCE OF DEFORMATIONS ARE CONSIDERED DEFICIENT. ANY REINFORCING THAT IN THE ENGINEER'S JUDGEMENT IS INADEQUATEDUE TO DETERIORATION, FORAGED DURING THE REPNR PROCESS. AC IINADEQUATE FOR ANY OTHER REASON SHALL BE REPLACED.. INSTALL ALL OTHER REINFORCING AS SHOWN ON THE DETAILS. 4) RE -TIE ALL EXPOSED BARS TO EXPOSED CROSSING BARS AT CONCRETE REPAIRS (ICDR). 5) RE -TIE EXPOSED BARS TO IMBEDDED CROSSING BARS (30%) UNLESS OTHERWISE DIRECTED BY ENGINEER. G. SURFACE PREPARATION 1) PREPARE CONCRETE AND REINFORCING STEEL SURFACES IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. AND CRI GOIIIFIINF NO. IDIR-2008 2) WIRE BRUSH OR MECHANICALLY CHIP SUBJECT AREAS OF ALL LOOSE MATERIALS. 3) CLEAN AREA OF ALL DUST, LATENCE. OR OTHER SURFACE CONTAMINANTS, 4) ALL EXPOSED STEEL REINFORCEMENT (IF ANY) MUST BE CLEANED (MIND BUSTED) AND EXPOSED 100% OF ITS CIRCUMFERENCE. ONCE CLEANED, AND PRIOR TO THE REPAIR APPLICATION, THE EXPOSED METAL SHOULD BE COATED WITH AN ANTI -CORROSIVE AGENT WHERE BARS HAVE LESS THAN ONE (1) INCH OF COVER, AND NOT PROTECTED BY A WATERPROOF MEMBRANE 5) DAMPEN CONCRETE SURFACE TO BE REPAIRED WITH CLEAN WATER (SSD), BUT MAKE SURE THERE IS NO STANDING WATER. 6) ALL CONCRETE SURFACES SHOULD BE PRIMED WITH A SLURRY (FROM SELECTED REPAIR MATERIAL). AND SCRUBBED INTO THE SUBSTRATE (REFER TO MANUFACTURER'S SPECIFICATIONS.) 7) DO NOI FEATHER EDGE REPAIR MATERW . SAW CUT AND CHIP BACK REPAIR AREA TO INSURE A MINIMUM H' MATRNL THICKNESS AT EDGE OF REPAIR AREA H. MATERIAL SELECTION 1) SELECT THE APPROPRIATE PATCH MATERIAL AND METHOD BASED ON THE CRITERIA ESTABLISHED IN THE DETAILS AND/OR SPECIFICATIONS. SUBMIT FOR ENGINEER REVIEW. 2) PROVIDE 1/4- TO 1/2' AGGREGATE IN THE REPAIR AREAS WHEN THE DEPTH OF REPAIR EXCEEDS ONE (1) INCH. TYPE, SIZE, AND QUANTITY OF AGGREGATE SHALL BE IN ACCORDANCE WON THE MANUFACTURER'S RECOMMENDATIONS. 3) FORMED AND POURED PATCHES PRE PREFERRED BUT IN SOME INSTANCES TROWELED PATCHES MAY BE ADVISABLE MR SPECRC CONDITIONS. CONFER WITH THE ENGINEER. 4) INSTALL ALL MATERIALS IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CONCRETE TO CONCRETE BONDING COMPOUNDS ARE TO BE USED ONLY WHERE SPECIFICALLY SHOWN ON THE DETAILS OR APPROVED BY THE ENGINEER. SUPPLEMENTAL ANCHORS I) INSTALL STAINLESS STEEL ANCHORS AND RODS M SHOWN ON DETAILS OR AS DIRECTED BY THE ENGINEER. KEEP SUBSTRATE SURFACE CLEAN AND FREE OF EPDXY. THOROUGHLY CLEAN OFF ALL EPDXY RESIDUE FROM THE SUBSTRATE AVOID PLACING THE ANCHORS OR RODS IN CONTACT WITH THE REINFORCING STEEL WITHIN THE EXCAVATION. IF CONTACT IS MADE. COAT THE COMMON SURFACES WITH STO CR246. J. PLACING CONCRETE REPAIR MATERIALS: 1) INSTALL REPAIR MATERIALS IN ACCORDANCE WRH-M GUfDM INF 403731, AND THE MANUFACTURER'S REQUIREMENTS IN A CONTINUOUS OPERATION. WITHIN UMITS OF THE REPAIR AREAS. UNTIL THE PLACING IS COMPLETED. 2) BRING SURFACES TO THE CORRECT LEVEL WITH A STRAIGHT EDGE AND THEN STRIKE OFF. 3) USE FLOATS TO SMOOTH THE SURFACE. LEAVING THE SURFACE FREE FROM BUMPS AND HOLLOWS. 4) DO NOT SPRINKLE WATER ON THE PLASTIC SURFACE 5) CURE REPARED AREA BY COVERING WITH VISQUEEN SHEETING, OR PER REQUIREMENTS MOM THE MANUFACTURER. K. STRUCTURAL CRACK REPARS 6) CONTRACTOR TO PROVIDE PLYWOOD COVERS OVER IXCAMTED 1) CRACK INJFCTION - AS DIRECTED BY ENGINEER. AREAS AT ALL DECK SURFACES UNTIL REPARS ARE COMPLETE. 2) ROUT AND SEAL - 1/4- X 1/2- DEEP W ROUTER CAR. COVERS TO BE SECURED TO ME DECK SURFACE AND CLEAN WITH COMPRESSED AR, REPAIR BY GRAVITY FEED WITH APPROPRIATELY MARKED PER SAFETY REQUIREMENTS. EPDXY, EPDXY GEL SILICONE SEALANT, OR URETHANE SEAIAN1]AS, DIRECTED BY ENGINEER. E. FORMS 1) DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK SO IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOAD$ WHICH MIGHT BE APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED SAFELY By THE REPAIRED CONCRETE STRUCTURE. 2) CONSTRUCT FORMS TO THE EXACT SIZES SHAPES. LINES, AND DIMENSIONS SHOWN. AND M REQUIRED TO OBTAN ACCURATE ALIGNMENT. LOCATION, GRADES. AND LEVEL AND PLUMB WORK IN THE FINISHED STRUCTURE, F. REINFORCING STEEL (WHERE REPLACEMENT REQUIRED) 1) PROVIDE REPLACEMENT REINFORCING STEEL AS DIRECTED BY THE ENGINEER WITH A51M A615, GRAPE 60 REINFORCING BARS, OR MMFX2 PER ASM MI5, GRADE 75. AS NOTED. 2) PROVIDE MECHANICAL NEW SPLICES BY BARSPLICE PRODUCTS.. INC. (OR EQUAL) AS DIRECTED BY THE ENGINEER (OR WELD WITH FULL BUR OR WE WELD PER AM DIA (PREHEAT) WITH E60XX OR E70XX LOW HYDROGEN ELECTRODES. CONTRACTOR TO PROVIDE WELDER CERTIFICATION BEFORE PROCEEDING WITH THE WORK.) L GALVANIC ANODES 1) MATERIALS - GALVASHIELD-XP/XPT (AND CC ANODES WHERE SPECIFIED) M DISTRIBUTED BY VECTOR CORROSION TECHNOLOGIES, WNNIPEG, CANADA (1-204-489-6300) 2) NSTAI I ATION (XP/ XPT ANODES)- THE CONCRETE SHOULD BE REMOVED FROM AROUND AND BEHIND THE STEEL REINFORCEMENT. IN ACCORDANCE WITH G00D CONCRETE REPAIR PRACTICE THE CORR-STOP MODE UNIT SHOULD BE POSITIONED AND ATTACHED TO CLEAN STEEL REINFORCEMENT USING THE TIE WIRES AND TIGHTENED USING A SUITABLE WIRE TWISTING TOOL SO NO FREE MOVEMENT IS POSSIBLE, THUS ASSURING GOOD ELECTRICAL CONTINUITY. THE CONTINUITY BETWEEN THE ANODE TIE WIRES MD THE CLEANED REINFORCING BAR SHOULD BE CONFIRMED AFTER INSTALLATION WITH AN APPROPRIATE METER, MODE LOCATION AND SPACING SHALL BE AS SPECIFIED BY THE ENGINEER. WITH THE CORR-MR ANODES) NOW IN POSITION. THE REPAIR CAN BE COMPLETED USING THE APPROPRIATE REPAIR MATERIALS. NOTE (GALVASHIELD-XP ANODES SHOULD BE USED IN CONJUNCTION WITH SUITABLE CEMENTOUS TIMED. NON -POLYMER MODIFIED REPAR MORTARS OR CONCRETE.) 3) FONTINUTY CHECKS - (ROPER TO DUAL ON PLANS.) CONTRACTOR TO PROVIDE MUMMETER NECESSARY FOR CONTINUITY CHECKS. 1 \ G �,y>�• No. 77754 •- %L —_ ' SATE OF �D = S0.1 GENERAL SPECIFICATIONS co a w of Z O J m F 3 13 BI.L E114311Y INJECTION IIJ. GEMERLL REOUIRINNO E TIN. MATERILLR 1) ALL MATERIALS SHALL BE DELIVERED TO THE SITE IN UNDAMAGED, UNOPENED CONTAINERS BEARING THE MANUFACTURERS ORIGINAL LABELS. MATERIALS SHALL BE NON-FLAMMABLE AND NON -TOXIC 2) CAP SEAL - SIMOUR 31 BY SIKA CORPORATION, OR APPROVED EQUAL (AT EPDXY FILLED CRACKS). 3) WHERE SPECIFIED BY THE ENGINEER, THE SEALING MATERIALS SHALL BE A POLYURETHANE GROUT AND ACCELERATOR SYSTEM MARKETED UNDER THE NAME OF SIMFIX HIT BY SIM CORPORATION, OR APPROVED EQUAL. . 4) WHERE SPECIFIED BY THE ENGINEER. THE EPDXY MATERIALS SHALL BE SIKADUR 35. SIKADUR 52, OR SIKADUR INJECTION GEL BY SIM CORPORATION (OR APPROVED EQUAL). C. INSTALLING PORTS 1) CLEAN CONCRETE SURFACE AT CRACKS AS REQUIRED FOR PROPER INSTALLATION OF THE CAP SEAL. 2) PROVIDE SURFACE MOUNT OR SOCKET PORTS AS REQUIRED BY THE PROJECT CONDITIONS. SPACING OF INJECTION PORTS SUBJECT MD THE WIDTH OF THE CRACKS, BUT NO LESS THAN THICKNESS OF CONCRETE TO BE INJECTED. 3) INSTALL INJECTION PORTS COMPATIBLE WITH THE INJECTION MATERIALS. 4) RUSH CRACKS AS REQUIRED BY THE MATERIALS MANUFACTURER, D. STORAGE, MIXING AND HANDUNG 1) STORAGE, MIXING AND HANDUNG OF THE CHEMICAL MATERIALS AND THE ACCELERATOR, SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ALL APPLICABLE SAFETY CODES. AND SHALL BE PERFORMED IN SUCH A MANNER AS TO MINIMIZE HAZARD TO PERSONNEL E. PUMPS 1) HAND OPERATED, AIR DRIVEN OR ELECTRICAL POSITIVE DISPLACEMENT PUMPS CAN BE USED. ONE TO FIVE GALLONS PER MINUTE DELIVERY IS NORMALLY SATISFACTORY. PUMPS MUST BE RUSHED WITH WASHING AGENT FOR AT LEAST TWO MINUTES BEFORE AND AFTER THE GROUTING OPERATION. F. QUALITY CONTROL 1) CONTRACTOR TO PROVIDE MOCK-UP OF TYPICAL CRACK INJECTION FOR ENGINEER REVIEW BEFORE PROCEEDING WITH THE WORK. 2) EPDXY INJECTION PROCEDURES SUBJECT TO ICRI GUIDEUNE #03734. 3) CORE SAMPLES SHALL BE TAKEN AS NOTED BELOW. G. PROCEDURES 1) INSTALL CAP SEAL (1- WIDE X 3/16- THICK, PROX.) AT EPDXY FILLED CRACKS. 2) INJECT SPECIFIED MATERIALS PER MANUFACTURER'S REQUIREMENTS UNDER SUFFICIENT PRESSURE AND FOR THE LENGTH OF TIME NECESSARY TO FILL ALL VOIDS. 3) CORES (2- IN DIAMETER) SHALL BE TAKEN TO CONFIRM THE RESULTS OF THE INJECTION (PER LOCATIONS DESIGNATED BY ENGINEER. IF REQUIRED). a) THREE (3) PER FIRST 100 LF. b) ONE PER 150 LF, THEREAFTER. c) PATCH CORE HOLES WITH REPAIR GROUT. 4) PATCH CORE HOLES WITH REPAIR GROUT. CRACKS FOUND NOE TO BE FULLY INJECTED (PER CORE SAMPLES) SHALL BE RE -INJECTED, AND SUBSEQUENTLY RE -CORED. 5) REMOVE INJECTION PORTS AND EXCESS RESIN ON SURFACE OF CONCRETE (BY GRINDING). H. PAYMENT 1) THE OWNER WILL PAY THE CONTRACTOR A UNIT PRICE FOR EACH LINEAL FOOT OF CRACK INJECTED OR GRAVITY FED, AS APPUCABLE. 2) THE OWNER WILL PAY THE CONTRACTOR A UNIT PRICE FOR EACH CORE SAMPLE TAKEN, AS REQUESTED BY THE ENGINEER. THE UNIT PRICES SHALL INCLUDE THE COST OF PATCHING OF CORE HOLES. N. MISCELLANEOUS A FIELD MEASUREMENT/SUBMITTALS 1) THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 2) ALL REM OBTAINED DIMENSIONS SHALL BE REFLECTED IN THE SHOP DRAWINGS WHEN SUBMITTED TO THE ENGINEER FOR REVIEW. 3) ACCURACY OF FIELD DIMENSIONS SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR. B. AS -BUILT DRAWINGS 1) THE CONTRACTOR SHALL PROVIDE A SET OF AS -BUILT DRAWINGS REFLECTING ALL CHANGES TO THE DESIGN DOCUMENTS UPON COMPLETION OF THE PROJECT. wl. ETUCCo-IoY ONNEfI) MIL PAINTBNo- (BY OWNER m MIECELLANEOU9 1.THESE ABBREVIATED DRAWING NOTES ARE WRITTEN TO MATCH THE BOOK SPECIFICATIONS. IF THERE ARE ANY ITEMS THAT DO NOT CORRESPOND EXACTLY AS WRITTEN, THE MORE STRINGENT WILL TAKE PRECEDENCE. 2.THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED TITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 3.CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT UMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4.COMRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 5.APPUCABLE BUILDING CODE: 6TH EDITION (2014) FLORIDA BUILDING CODE & 2017 FLORIDA EXISTING CODE. 6.GRAVITY DESIGN LOADS: SUPERIMPOSED TOTAL AREA LIVE LOAD DEAD LQAD BALCONIES 40 PSF SELFWEIGHT STAIRS 100 PSF SELFWOGHT COMMON WALKWAYS 100 PSF SELFWEIGHT ].WINO DESIGN CRTERIA: ULTIMATE BASIC WIND SPEED: VULT = 165 MPH (3 SECOND GUST) EQUIVALENT NOMINAL BASIC WIND SPEED VASD = 128 MPH (3 SECOND GUST) RISK CATEGORY = II EXPOSURE CATEGORY - D ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT, GCPI= +/-048 THE STRUCTURE IS LOCATED IN A WIND BORNE DEBRIS ZONE. B.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REFERENCED BUILDING CODE. 9.000RDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 10. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS, 2.ME SPECIAL INSPECTOR SHALL BE UCENSED BY THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS AND SHALL STRICTLY FOLLOW THE -STRUCTURAL INSPECTION PLAN', PREPARED BY THIS OFFICE. 3.RESUMES OF THE SPECIAL INSPECTOR AND ANY OF HIS AUTHORIZED REPRESENTATIVES SHALL BE SUBMITTED TO THIS OFFICE FOR REVIEW. MCCARTHY RESERVES THE RIGHT TO REJECT ANY INSPECTOR THAT DOES NOT MEET OUR QUALIFICATIONS. CELJ!" E ENGINEER LWHERE NOTED HERON, A LICENSED PROFESSIONAL (DELEGATED) ENGINEER SHALL BE RETAINED TO DESIGN THE PRODUCT OR ASSEMBLY. 2.THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF THE REFERENCED PRODUCT OR ASSEMBLY. 3.THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 4.IT IS THE DELEGATED ENGINEER'S RESPONSIBIUTY TO RENEW THE ENGINEER OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND AUTHORIZATION FOR THE DELEGATED ENGINEERING DOCUMENT TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 5.THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WID1 THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THE CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS. FEATURES OR UNANTICIPATED PROJECT UMTS WHICH CONFLICT WITH THE WRITTEN ENGINEERING REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD. THE DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF RECORD FOR RESOLUTION OF CONVICTS. 6.THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND INCLUDE: A) DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. B) CALCULATIONS EXISTING BUILDINGS INFORMATION ON THE IXISDNG BUILDING, SHOWN ON THESE PLANS, IS OBTAINED FROM EXISTING BUILDING PLANS BY LESTER AVERY ARCHITECT. DATED APRIL 1968. EXISTING INFORMATION DOES NOT NECESSARILY REFLECT AS -BUILT CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN ON THESE PLANS AND NOTIFY THE ENGINEER OF ANY VARIATION. CAET IM PUCE CONCRETE LAIC CAST -IN -PLACE CONCRETE WORK INCLUDES RONFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS. PLATES, FRAMES. DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2.MPLICASUE STANDARDS 11. SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT ALSO APPLY M ALL OTHER SIMILAR ACT NUMBER CONDITIONS. 117 12. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 13. SUBMIT SHOP DRAWINGS AS REQUIRED HERON. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN. 14. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 15. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 16. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED. AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. TNBEENow BYUDINOE 1.IF THE BUILDING DEPARTMENT CVSSIRES THIS PROJECT AS A THRESHOLD BUILDING, A SPECIAL INSPECTOR SHALL BE RETAINED IN ACCORDANCE WITH FLORIDA STATUTES. 226 301 302 304 304.2R DOER 306R 308 309R 315 318 347 TITLE STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION GROUND GRANULATED BUST -FURNACE STAG STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS GUIDE FOR CONCRETE FLOOR AND SIRS CONSTRUCTION GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING CONCRETE PLACING CONCRETE BY PUMPING METHODS. HOT WEATHER CONCRETING COLD WEATHER CONCRETING STANDARD PRACTICE FOR CURING CONCRETE GUIDE FOR CONSOLIDATION OF CONCRETE MANUAL OF STANDARD PRACTICE FOR DETAIUNG CONCRETE STRUCTURES BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CRSI NUMBER TITLE 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS 3.CONCRETE MATERIALS A) PORTAND CEMENT - ASTM C 150. TYPE I B) AGGREGATES - NORMAL WEGHT CONCRETE, COARSE AND FINE, ASTM C33. STRUCTURAL UGHT WEIGHT ASTM. C330. C) AIR -ENTRAINING - ASTM C260 D) WATER REDUCING - ASTM C494, TYPE A E) WATER - FRESH, CLEAN AND POTABLE F) NO ACCELERATORS. RETARDERS OR ADMIXTURES CONTAINING Zoe L_ or O CHLORIDES WILL BE PERMITTED 00 c n C) FLY -ASH - ASTM C618, CLASS F, 203 MAXIMUM OF y ¢ J w MATERIAL WEIGHT. DO NOT USE FOR AT y tun EXPOSED IT EXPOSED SLABS OR ARCHITECTURAL CONCRETE PLASTICIZER - ASTM C494, TYPE F OR G. WHERE Q I 9`@ w C i H) SUPER AUTHORIZED BY THE ENGINEER. O 2 yy 1) GROUND GRANULATED BLAST -FURNACE SIAG CEMENT - 2 « 0 ASTM C989, 50R MAXIMUM BY WEIGHT. G J) MAXIMUM AGGREGATE SIZE - FOOTINGS = #57. OTHERS ¢ #67 4.REINFORCING MATERIALS A) DEFORMED BARS - ASTM A615, GRADE 60 B) SMOOTH DOWELS - ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF 60.000 PSI. C) CORROSION RESISTANT UNCOATED STEEL (MMFX-2) - ASTM A615, GRADE 75 AND ASA A1035 LOW -CARBON (8% MINIMUM) CHROMIUM BY MMFX OR EQUAL D) WELDED WIRE FABRIC - ASTM A1B5, PIAIN WIRE FABRIC IN FLAT SHEETS ONLY. E) ACCESSORIES TO CONFORM TO ACI 315. F) F) WHERE CONCRETE SURFACES PRE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1/2 INCH THEREOF, OF PLASTIC OR STAINLESS STEEL. cn w Q EL Lu Z 0 0 Q m � A\T�111111111/j/ X`�\NCENT& /O/� :Z uuwx By wTE� Aw � �(1 ••• OF ' TB 1MM0 EDBaND B'LQgi aR 80.2 IDT .- GENERAL AL 1L\AA SPECIFICATIONS ROVE SnFET FE mmN R QF R H S.PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS: A) BEAMS h CONCRETE SUB ---------------- 5000 PSI &CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE AUM C94. ].REQUIRED SLUMP - 4 PLUS OR MINUS ONE INCH. B.CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME. WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEGREES F. REDUCE MIXING AND DELIVERY TIME TO 75 MINUTES. WHEN AIR TEMPERATURE IS HIGHER THAN 90 DEGREES F. REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. DOD NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT, DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD WATER FROM THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. TEST CYLINDERS SHALL BE TAKEN AFTER THE ADDITION OF WATER. 10. UP SPLICE REINFORCING PER CONCRETE UP SCHEDULE MINIMUM UNLESS OTHERWISE SHOWN OR NOTED. 11. REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 12. REINFORCING BAR COVER A) COLUMNS AND BEAMS 1-1/2- 15. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS. LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 16. SELECT PROPORTIONS IN ACCORDANCE WITH ACT 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATON AND WITH ACCEPTABLE FINISHING PROPERTIES, DURABILITY, SURFACE HARDENERS. APPEARANCE. AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. 17. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'-0' ON CENTER MAXIMUM IN EACH DIRECTION. 18. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA 15 AVAILABLE B) 5000 PSI, 28-DAY COMPRESSIVE STRENGTH: W/C RATIO, 0.40 MAXIMUM (NON -AIR -ENTRAINED), 0.40 MAXIMUM (AIR -ENTRAINED). 19. DATA TO BE SUBMITTED: D) INTENDED USAGE AND LOCATION FOR EACH TYPE E) MIX DESIGN FOR EACH TYPE F) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD G) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD H) WATER CEMENT RATIO BY WEIGHT 1) CEMENT TYPE AND MANUFACTURER J) SLUMP RANGE K) AIR CONTENT L) ADMIXTURE TYPE AND MANUFACTURER M) PERCENT ADMIXTURE BY WEIGHT N) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN. O) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE) 20, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF FORMWORK, SHORING AND RE -SHORING IN ACCORDANCE WITH ACI 347. A) FORM AND SHORING DESIGN BY A P.E. REGISTERED IN THE STATE OF FLORIDA. 21. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 22. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. A) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO RENEW AND ACCEPTANCE BY ENGINEER. 23. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF CONSOLIDATING PUSTIC CONCRETE. 24. PROVIDE 3/4' CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 25. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SUS RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PACED. NO SLEEVE OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS. OR COLUMN UNLESS APPROVED BY THE ENGINEER. 26. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS; BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING 41. THE CODE PROHIBITS THE USE OF ALUMINUM (CONDUIT, PIPES, ETC.) IN STRUCTURAL CONCRETE UNLESS IT IS EFFECTIVELY COATED OR COVERED. DR m BOLTS, RORENB ANO GONELB 1.ADHESIVE DOWELING RODS/BOLTS SHALL BE CARBON �o wmaa�aa�� g V G b N v 2 2No y NOS oA~ e LLL z u CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS STEEL THREADED ROD CONFORMING TO ISO 898 5.5 ° WITH REPAR. WITH A MINIMUM TENSILE STRENGTH OF 72.5 KSI L 27. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED (500MPA) AND A MINIMUM YIELD OF 58 KSI @ 400MPA). THREADED RODS WITH NUTS AND WASHERS CONCRETE FINISHES. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S $ 28. SLOPE WALKWAYS AND BALCONIES TO DRAIN AWAY INSTRUCTIONS. PROVIDE HILT HY 20G SAFE SET (ESR "'� >O ;-1b FROM THE BUILDING. 318]) OR RE 500 SD (ESR 2322) ANCHORS BY HILT] OR EQUAL (SIMPSON SET-XP, ATC ULTRABOND ¢¢ $ m R� m ° $ gAmGM- 29. BUILDING FLOOR AND SITE SLABS -ON -GRADE SHALL 3650C). U BE 4• MINIMUM THICKNESS. UNLESS NOTED OTHERWISE. A) PLACED ON 10 MIL POLYETHYLENE VAPOR RETARDER. UP 2.ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD wm £ C a o 5S AU 6' AND TAPE ALL JOINTS. SIDE -BY -SIDE FOIL PACKAGE AND DISPENSED THROUGH A B) SAW -CUT CONTROL JOINTS ® LESS THAN OR EQUAL TO STATIC -MIXING NOZZLE SUPPLIED BY THE 15'-0' EACH WAY. MANUFACTURER. ADHESIVE SHALL BE TESTED AND - o C) PROVIDE HOUSEKEEPING PADS AS REQUIRED. APPROVED TO MEET THE MINIMUM REQUIREMENTS OF - ° D) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS. ACI 355.4 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. 30. TESTING A) A QUALIFIED TESTING US SHALL BE RETAINED TO PERFORM 3.DRILL-IN FEW DOWELS SHALL BE SET USING A QUALITY CONTROL WORK AND ON -SITE TESTING. TWO-PART ADHESIVE AS DESCRIBED ABOVE. B) SLUMP TEST - AUM 143 C) MOLD AND CURE TEST CYLINDERS (AUM C-31) AND TEST 4.MASONRY SCREWS SHALL BE 1/4' DIAMETER WITH CYLINDERS FOR STRENGTH (AUM C39). TAKE ONE TEST - 1-5/8' MINIMUM EMBEDMENT INSTALLED IN DRILLED THREE CYLINDERS FOR EACH DAYS POUR OF 100 CUBIC HOLES USING AN APPROPRIATE BIT DIAMETER. YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT ] DAYS, TWO AT 28 DAYS. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DISCHARGE WHEN USING A PUMP. D) ONE COPY OF ALL TEST REPORTS SHALL BE SEW DIRECTLY Q TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. d 31. CONTRACTOR SHALL PROVIDE FLATNESS AND cc ui LEVELNESS IN CONCRETE SLABS PER ACI 302.1R. FIG. 'F' C cii 8.7 MINIMUM REQUIRED NUMBERS FOR TYPE OF SUB Q tJ USE. REFER TO ACI 117 FOR FLOOR TOLERANCES. 32. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL Q Z RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR 0 FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTDRAI. ENGINEER FOR ADVICE AND EVALUATION. LL J 33. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH ACI 301. O (n L) 34. ALL CASs -IN -PUCE CONCRETE MUST BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A MINIMUM OF ] DAYS FOLLOWING THE PLACING OF THE CONCRETE BY THE USE OF A WATER SPRAY, WATER SATURATED FABRIC, MOISTURE RETAINING MEMBRANE OR UOUID CURING COMPOUND. 35. CURE SUBS -ON -GRADE FOR THE FIRST 72 HOURS BY THE USE OF: FOG SPRAYING PONDING SPRINKLING CONTINUOUSLY WET ABSORPTIVE MATS OR FABRIC CONTINUE CURING BY USE OF MOISTURE RUNNING COVER UNTIL CONCRETE HAS OBTAINED ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. OR UOUID CURING COMPOUND AFTER FINISHING PROCESS IS COMPLETED. CONCRETE WET CURE TIME TO BE ] DAYS MINIMUM AT 50 _ DEGREES MINIMUM TEMPERATURE. /S CI 36. SUBMIT MATERIALS AND METHOD OF CURING FOR REV EW. 37. 00 NOT USE MOISTURE RETAINING CURING COMPOUNDS FOR CURING SURFACES TO RECEIVE CARPET, CC FLEXIBLE FLOORING, CERAMIC TILED FLOORS OR OTHER A SPECIFIED FLOOR SYSTEMS, UNLESS IT HAS BEEN DEMONSTRATED THAT SUCH COMPOUNDS WILL NOT �• PREVENT BOND. - III I(III/ 111111I 3a. BE GENT ERmrr CONCTEMPERATURE OTO NT PE EXPOSED EXCESSIVE CHANGES ORO eq(�///// HIGH WINDS. ` \ GEMS .• rat, 39. POUR ALL GROUND SUBS ON 10 MIL MINIMUM VAPOR RETARDER IN COMPLIANCE WITH ASTM E1745, LAPPED 6' MINIMUM AND FULLY TAPED. �• •• % � • No. 77754 __ _- -• �� °ECT� O° 40. EQUIPMENT MADE OF ALUMINUM OR ALUMINUM - - lie ALLOYS, SHALL NOT BE USED FOR PUMP LINES TREMIES, T to/ / C OR CHUTES OTHER THAN SHORT CHUTES SUCH AS •• W euenwc aR THOSE USED TO CONVEY CONCRETE FROM A TRUCK N STAT OF SO.3 MIXER. GENERAL // \\ / SPECIFICATIONS II E ASNOIED 1 OF 1] 11 1111\0 REY CODE - FIELD SURVEY KEY DESCRIPTION' REPAIRDETAD. 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FG ID I''. -' AL A I Ill W\\ M�u°vi C a11p 4 ZH Z 'xU ~ 6 3= �a � 2 3H a a= s P EA A Eg€ f�a S1.6 7TH FLOOR REPAIR PLAN ' Il A Cl U3lONbY A3tl 1'i3X5 itI'A NVI H]Vd3tlaoO-U KS L'lS v3ev Noon �wame �I all ai fl3l�(ISIdiI 3lW AB NMY1l1 fIX9WN3JU L'30W i Y D � n Zm D � 'gyp D D cn O 0 a� 030 s ''-V y� F p a 0Nz N �a m° (- O- I I � I I a 019 I 909 SNVId UIVd3a HOOld HIS I � I � ae9 re9 I I r�9 � � I d MiEo VN NOIs1ALN1mom O Owl 9Lm.goJ 9NRIVds JS m 9dmo'la3A m VN ssV109s007 p7 vN DeMj000ms O VN EDrxroaOoolus 0 VN 'JNWVJ51snN O 9g3QU1VdiU NOIlANJ53U A3ll xanans alma - aao, yi VARIES MECHANICALLT CLEAN STEEL TO 'BRIGHT' CONDITIONT PLAN VIEW OF SLAB REPAIR DETAIL SAW -CUT MI CONCRETE REMOVAL DEPTH BETWEEN REBARS MNIMJM DEPTH MAXIMUM DEPTH THE GREATER 6: MNIMM DEPTH - V4° (DM'A' • 3/47 4 2- 1.N MSSTTALLATILN OF ALL CRACK SEALANTS V REQUIRED TO PREPARE THE CONCRETE �\� SUBSTRATE FOR SURFACE MEMBRANE TRAFFIC COATING OR PAINT ARE BY OTHERS. VARIES O 6 N m 0 0rgJg QDu • SAUCB IR' DEEP, OR LEES AS NOT TO EXCEED 3") N'g REQUIRED TO AVOID CUTTING C b t p REINFORCING STEEL a g m C U m 4 z d w �\ p W R u � > o COLUMN PLAN [TYPICAL) / SURFACES AT CLEARANCE ea PREPARE ACES TO AS AT R15iING STEEL. X _` 6. SRfi > w c NOT TO SCALE CLOSE TO FLAT (LEVEL) NOTES; A5 FGOSSIBLE _ Pz I. UNLESS TID(7EED 20% F SHORED, REPAIR AREA SHALL O 3'0 NOTHE CEED 20%LF THE CRO55 SECTIONAL AREA gg �L) OF HE COIUM REPAIR MORTAR A M-AN a z x $ m I -�64 -21 MECHANICALLY CLEAN MINOR CONCRETE GWIDff�DN1`"" � SPALL REPAIRS '"w Q h " t`` SSe F E5-.^-E^Esx NOT TO SCALE 6 n rv' qua HAND R41L (BT OT•ER51 COLUMN CARER NO S: Q DRILL ( DWEL 14 INTO EXISTING SLAB W/ 6" EMBEDMENT USING SRIPEAN SET DOWELFROMFOOTWG I. SAW CUT PER SPECRCATIONS (SEE 1/6R6) � W W EPDXY OR APPROVED EQUAL IF CUT EXCAVATION APPLICABLE 3. NSTAALLL BASF 1061 GR REPAIR MORTAR B H} PER DETAIL V5R6 DETAIL [TYPICAL) a NOT TO SCALE DEMOLITION PROCEDURE: L CONTRACTOR TO READ, UNDERSTAND AND FOLLOW ALL OF THE MANUFACTURES RECOMMENDATIONS FOR THE INSTALLATION OF REPAIR MATERIALS LISTED HEREIN. 2. INSTALL ANY REQUIRED SHORING PRIOR TO THE START OF ANT DEMOLITION. 5401 SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER 3. CONTRACTOR TO INSPECT/ SOTAD THE SUSPECTED DAMAGED CONCRETE AND REVIEW THE POTENTIAL REPAIRS LOCATIONS WITH THE ENGINEER PRIOR i0 COMMENCEMENT DEMO. 4. PREPARE REPAIR AREA PER III GUIDELINES -31OR EALCUT THE PERIMETER OF THE PROPOSED REPAIR AREA TO A MINIMUM DEPTH OF II DAMAGING THE REINFORCEMENT. THE SAUCUT AREA SHOULD BE GEOMETRICALLY EQUAL, IF SQUARE. 5. REMOVE ALL LOOSE AND DELETERIOUS CONCRETE MATERIAL THAT ENCOMPASSES THE HONEYCOMB AREA WITHIN THE BEAT OR COLUMNS, 6. THE CONCRETE WITHIN THE REPAIR AREA SHALL BE PREPARED TO A [MINIMUM OP C SP-6 SURFACE ROUGHNESS OR GREATER PRE THE REPAIR MORTAR SPECIFICATIONS. 1. ENGINEER OR OWNERS' REPRESENTATIVE TO NSFECT. REPAIR PROCEDURE: L SAND BLAST EXISTING REINFORCING TO REMOVE CORROSION AND ALLOW OWNERS REF9iE5-.TTATIur TO INSPECT AREA BEFORE CONTNJWG TO THE NEXT STEP. IF REUSORCING HAS MORE THAN A 5% CRO55 SECTIONAL AREA LOSS ME TO CORROSION OR AT LOCATIONS DIRECTED BY THE OWNERS REPRESENTATIVE, REINFORCING MET BE SPLICED OR REPLACED. REB4R SPLICES SHALL EXTEND THE MNIMM TENSION LAP DISTANCE FOR GIVEN REINFORCEMENT INTO CLEAN UNDAMAGED REINFORCEMENT. RENFORCEMENT TO BE GRADE 40 FOR BARS B AND SMALLER AND GRADE 60 FOR BARS -4 AND LACER IF NECESSARY, THE CONTRACTOR SHALL CHIP UNDER THE EXISTING REINFORCE'ENIT AND POSITIVELY HOLD DON THOUGH MECHANICA- MEANS TO ACHIEVE MINIMUM I-H°COV-ER MECHANICAL REE AR SPLICES ARE ACCEPTABLE. SEE SPEC FOR ADDITIONAL NFORMATIOL F REPAR LAP CANNOT BE OBTAINED, I MAY BE DRILLED AND DOWELED A MINIMUM OF 8' INTO CLEANED UNDAMAGED CONCRETE W/ SIM'SO N SET-XP EPDXY OR APPROVED EQUAL 2. PRESSURE WASH REPAIR AREA (BOOPSI MNM I TO REMOVE ALL DUST OR LOOSE MATERIAL AND ALLOW TO DRY. OIL FREE COMFRESSED AIR MAT BE USED TO ACCELERATE THE OWNS PROCESS, 3. IF I-O'CONCRETE COVER CANNOT BE OBTAINED AND AT LOCATIONS AS DIRECTED BY THE ENGINEER INSTALL VECTOR XPAPT ANODE (OR APPROVED EQUAL) PER MANUFACTURE SPECIFICATIONS AND RECOMMENDATIONS. 4. REPAIR SURFACE SHALL BE PREPARED TO BE SATURATED SURFACE DRY (SED) WITH NO STANDING WATER 5. AT VERTICAL OR OVERHEAD LOCATIONS INSTALL BASF N425 (GEL PATCH) OR APPROVED EQUAL AT REPAIR AREA PER MANUFACTURER SPECIFICATIONS. REPAIR MATERIAL SHALL BE NSTALLED IN MAXMLM LIFTS OF 2 INCHES. 6. AT MINOR HORIZONTAL REPAIRS INSTALL BASF 1061 DR REPAIR MORTAR OR APPROVED EOUAL AT REPAIR AREA PER MANUFACTURER SPECIFICATIONS. REPAIR MATERIAL SHALL BE INSTALLED TO A MAXMUM 2-NCH DEPTH T. AT FULL DEPTH REPAIR LOCATIONS COAT REPAIR AREA AND ALL E(F05ED STEEL REINFORCEMENT WITH BASF P-I24 CORROSION NHISROR AND 501 AGENT FORM AND FOR REPAIR AREA WITH BASF 5 440 MC POURABLE AND PUiPABLE FIE -EXTENDED SELF -CONSOLIDATING REPAIR MORTAR OR APPROVED EQUAL B. ALL REPAIR LOW SHALL BE. FINISHED TO MATCH THE SURFACE LEVEL OF DUSTNG CONDITIONS. �/s I' -I' INSTALL STUCCO DRI CONCRETE: 5000 FBI EDGE TO MATCH 5' MAX SLUMP EXISTING 4> AGGREGATE (MAX) REPAIR OF BALCONY NOSING �1 NOT TO SCALE NOTE THE REPAIR OF EDGE OF DECK MAY REQUIRE THE TEMPORARY REMOVAL OF RAILINGS NOTES: L FOR HORIZONTAL CRACKS, ROUT CRACK TO MNMUM OF 1/4- X 1/4°. 2: REMOVE ANT DELETERIOUS MATERIAL. 3: CLEAN CRACK SURFACES W/ OIL FREE COMPRE55M AIR 4: FILL CRACKS WR BASF LPO EPDXY SYSTEM OR APPROVED EQUAL, PER MANUFACTURE SPECIFICATIONS. 5: FOR OYEFyEAD / VERTICAL CRACKS INSTALL NJECTION PORT CAP SEAL ALONG CRACK LENGTH. EPDXY SYSTEM AND BASF 3w, IN: CHEMCO SYSTEMS CC GROUT[ STRAP 6EAL MAY BE USED AS AN ALTERNATIVE PRODUCT TO CAP BE-) 6: EPDXY PUECT MECHANICALLY, FINISH TO MATCH EXISTWG SURFACE PROFILE AND REMOVE EXCESS EPDXT MD NF_CTION PORTE,. STRUCTURAL CONCRETE O CRACK REPAIR 1/16° OR GREATER NOT TO SCALE CORNER ELEVATION (CONCRETE REMOVED) COLUMN REPAIR DETAIL ITYPI NOT TO SCALE 4' NOTES: L IT IS LIKELY THAT THE EXISTING RAILNGS WILL BE REQUIRED TO BE TEMPORARILY REMOVED TO COM LETS CLTICRETE COLUMN REPAIRS 2. REMOVE ALL LOOSE CONCRETE FROM EXISTING COLUMN! LEAVING A ROU(SWENED &JRFACE. E. CLEAN ALL EXISTNG COLUMN STEEL TO A RUST FREE CONDITION 4. APPLY BONDING AGENT/ANTI-CORROSION COATING TO ALL SURFACES OF EXISTING STEEL 5. APPLY REPAIR MORTAR PER MANUFACTURES NSTRUCTIMS. CONCRETE BEAM TENSION LAP SPLICE SCHEDULE BAR SCE LOCATION CONCRETE STRENGTH 3000 PSI 000 PSI Som PSI 4 TOP BARS 31" 31. 29- OTHER BARS 29' 25" 21° TOP BARS 41" 40' 36• S OTHER BARS 36" 31- 28, TOP BARB 56- 45" 43- 6 OTHER BARS 43" 31' 33' TOP BARS 81. 10" 63° OTHER BARS 63' 54' 49° TOP BARS 1. W. T2" B OTHER BARB T]° 61° 55' TOP BARS 105' 9I' BI' 9 OTHER BARS el" T0' 63° TOP BARS 1V 102' 91• 0 OTHER BARS 91' T9° To - NOTES L BASED ON NORMAL UEIGHT CONCRETE 4 GRADE 60 REINFORCING BARS. 2. TOP BARS ARE H URZONTAL BARS WITH MORE THAN 12 NOTES OF CONCRETE CAST BELOW THE LIARS 3. FOR LIGHTUEGHT AGGREGATE, MULTIPLY ABOVE VALUES BY 13. CONCRETE BEAM TENSION a LAP SPLICE SCHEDULE 34 _O lQ o� MINOR SPALL p REPAIRS - SECTION N NOT TO BCA-E O U RAILING MAY BE REQUIRED EXISTING RAILING W/ TO BE TEMPORARILT GLASS INSERT. REMOVED TO PAS: TE (CONTRACTOR TO REV. COMPLETION OF CONCRETE BASE GChNECTION FOR "EPA. EXISTING TILE DAMAGE) TOPPING SLOPED II FOR DRANAGE �LN 111111 ) 2" MN CO�'iR\\ �E6i1Y'•1- /V EXI5ITNG !` \\CEN$ . METAL STUD EXT. WA L = �> � .77751 EEII L SOUND BALCONY PROCEDURE FOR DAMAGE SBETONm /`. n •i. LF DAMAGED CONCRETE (NOTIFY MECARTNY ry INAF SOUNDING 15 COMPLETE) ' 3. SHORING TO BE PROVIDED BY DELEGATED J/ / Al ENGINEER PROVIDE SIGN AND SEALED )) (1 1 CALCULATIONS AND DRAWINGS FOR OUR EA 1 1 1 4. REPAIR DAMAGED AREA PER DETAIL 2 (DEMOLITION PROCEDURE) 5. A) IF DAMAGE DOES NOT EXTEND TOAD 2' DEPTH, REBUILD 551 UTILIZING AN§'N92� 1 PATCH) IF DAMAGE EXTENDS BEYWD 2' _ II REPAIR MATH BASF 544O REPAIR AR 6. SEE THE PLANS AND SRELFILATI REPAIR OF S2.0 DAMAGED BALCONY = REPAIR DETAILS NOT TO SCALE scGUC lu w xrnm 13 OF 13