Attachment_B_-_Plans.pdf

DEMOLITION NOTES

EXISTING COOLING TOWER, BAC SERIES 3000 MODEL: 33458-2WS COOLING TOWER TO BE

DISCONNECTED FROM EXISTING PIPING, WIRING AND LEGALLY DISPOSED. EXISTING FAN MOTORS

SHALL BE REMOVED AND RETURNED TO FACILITY MANAGEMENT.

2 EXISTING SUBMERSIBLE / VERTICAL CONDENSER WATER PUMPS TO REMAIN.

3 EXISTING 8''/10'' DIA. CWR PIPING TO REMAIN.

4 EXISTING SHUT OFF VALVE TO REMAIN.

5 EXISTING MOTORIZED VALVE TO REMAIN.

6 EXISTING 8''/10'' DIA. CWS PIPING AND ACCESSORIES TO REMAIN.

7 EXISTING 10'' STRAINER TO REMAIN AND BE SERVICED.

8 EXISTING 6'' DIA. SUMP OVER FLOW PIPING DISCHARGING INTO 8'' HUB DRAIN TO REMAIN.

9 EXISTING 1-1/2'' DOMESTIC WATER MAKE UP TO REMAIN.

10 EXISTING SUMP ACCESS PANELS TO REMAIN.

11 EXISTING CONCRETE SUPPORT WALLS / STRUCTURE TO REMAIN. SEE STRUCTURAL DRAWINGS.

12 EXISTING CONDENSER WATER PUMP DISCONNECT SWITCHES AND STARTERS TO REMAIN.

13 EXISTING COOLING TOWER DISCONNECT SWITCHES TO REMAIN.

X

NOTES:

1- EXISTING COOLING TOWER MOTORS ARE CONTROLLED VIA.

2- EXISTING VARIABLES FREQUENCY DRIVES AND TRANE BMS ALL LOCATED IN ADJACENT

CHILLER PLANT.

ADDITIONAL COMPLIANCE NOTES:

1. THESE ENGINEERING DOCUMENTS AND THE RESULTING INSTALLATION OF THE

DEPICTED HVAC SYSTEMS FOR THIS PROJECT ARE INTENDED TO CONFORM TO THE

FOLLOWING CODES AND STANDARDS:

FLORIDA BUILDING CODE 8TH EDITION (2023)

FLORIDA BUILDING CODE EXISTING BUILDINGS 8TH EDITION (2023)

FLORIDA BUILDING CODE MECHANICAL 8TH EDITION (2023)

FLORIDA ENERGY CONSERVATION CODE 8TH EDITION (2023)

FLORIDA FIRE PREVENTION CODE 8TH EDITION (2023)

ASHRAE 2009 FUNDAMENTALS HANDBOOK

MSS SP-69-2002 PIPE HANGERS AND SUPPORTS - SELECTION AND APPLICATION

NFPA 214 - STANDARD ON COOLING TOWERS

NFPA 101 - LIFE SAFETY CODE

IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS

WITH THE LISTED CODES AND STANDARDS, THE CONTRACTOR SHALL REPORT IN

WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE

ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED.

2. ALL EQUIPMENT IS TO BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS,

SPECIFICATIONS, AND RECOMMENDATIONS FOR SAFE AND EFFICIENT OPERATIONS.

ALL MANUFACTURER OPERATION AND MAINTENANCE GUIDES SHALL BE ISSUED TO

THE BUILDING OPERATOR AFTER SUCCESSFUL COMPLETION OF MAINTENANCE

AND/OR PREVENTATIVE MAINTENANCE PROCEDURES TRAINING OF THE BUILDING

OPERATORS.

3. DESIGN CRITERIA INCLUDES BUT NOT LIMITED TO:

CLIMATIC DESIGN CONDITIONS - 80ºF EVAPORATION DESIGN PARAMETER FOR

SUMMER (MIAMI, FL)

Demolition Scope Summary:

A. Coordinate timing and logistics with the Facility Management the time frame and schedule available for system shut down.

B. Disconnect all existing electrical wiring serving cooling tower motors.

C. Remove the cooling tower fan motors and return these to the facility manager.

D. Remove existing cooling towers and leave the space open and ready to accept the new equipment. Contractor is responsible for all necessary crane service, rigging, transport of towers to disposal site, and disposal fees.

112 2

EXISTING LOUVERED

OPENING TO REMAIN

EXISTING ENCLOSURE

WALL TO REMAIN

''Ø

C W

R 8'

'Ø C

W R

8''Ø

10''Ø CWR

M-1

LOUVER 53''X53''

(EXISTING)

LOUVER 120''X120''

(EXISTING)

L1 0' - 0"

L2 15' - 0"

EXISTING

ENCLOSURE

WALL TO

REMAIN

EXISTING CONCRETE

STRUCTURE TO REMAIN.

SEE THE STRUCTURAL

DRAWINGS

EXISTING CONDENSER WATER

SUMP TO REMAIN AND BE

SERVICED BY FACILITY

MANAGEMENT

ALBERT SHUB

e-mail: AlbertS@fesinc.biz

IN

C

. D

BA

34 N.W. 168TH STREET

NORTH MIAMI BEACH, FL. 33169

TELEPHONE: (305) 653-0212

(305) 653-0232FAX:

MECHANICAL AND ELECTRICAL

FLORIDA ENGINEERING SERVICES

ENGINEERS

EB0003862

PE# 0043414 M.E.

JOB NUMBER:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

ISSUE DATE:05-30-2017

REV DATE DESCRIPTION

DESIGN

DELIVERABLE: SITE PLAN

SHEET TITLE

SHEET TITLE

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25017

M-1

DEMOLITION

PLAN

Pe m br ok e Pi ne s, F lo rid a

1/4" = 1'-0"1 DEMOLITION PLAN

1/4" = 1'-0"2 Section 1

DRAWING NOTES

1 NEW CT-1, CT-2 MOUNTED ON EXISTING CONCRETE WALL STRUCTURE. SEE CT SCHEDULE ON M-2.

SEE STRUCTURAL DRAWINGS FOR TIE-DOWN INFORMATION. FINAL POSITION OF COOLING TOWER

MUST ALIGN WITH EXISTING CWS/R PIPING TERMINATION.

2 EXISTING SHUT-OFF VALVE.

3 EXISTING AUTO-FLOW CONTROL VALVE.

XCOOLING TOWER SCHEDULE

TOWER NUMBER CT-1 & CT-2

CAPACITY (MBH) TOTAL 12,245.10

FLOW RATE (gpm) TOTAL 1,750.00

EWT/LWT (°F) 99/85

DESIGN WB TEMP (°F) 80

FAN MOTOR HP 2 @ 25 EA

FAN MOTOR SPEED (rpm) 1800

TOWER FAN SPEED (rpm) --

MOTOR VOLTAGE 460-3-60

MANUFACTURER BAC

MODEL S3E-1222-06N-2S

DRIVE TYPE BELT

OPERATING WEIGHT (lbs) 23,799

LOCATION GROUND

1. INDUCED DRAFT CROSSFLOW COOLING TOWER WITH CTI CERTIFIED

STD-201 PERFORMANCE AND FULLY WIND-LOADED CONSTRUCTION TO

WITHSTAND (138 PSF HORIZONTAL/109 PSF VERTICAL) HURRICANE

FORCE WINDS. SIGNED AND SEALED ENGINEERED CALCULATIONS FROM

THE MANUFACTURER REQUIRED. COOLING TOWER AND INSTALLATION

TO COMPLY WITH FBC-2020 MECHANICAL SECTION 908.1 AND 908.4

2. COOLING TOWERS TO BE OF 304L STAINLESS STEEL CONSTRUCTION

AND HARDWARE INCLUDING DISTRIBUTION AND COLLECTION BASINS.

3. INTERIOR PLENUM WALKWAY

4. PREMIUM EFFICIENCY, DRIVE DUTY MOTORS WITH SHAFT GROUNDING

RINGS.

5. 1 YEAR PARTS AND LABOR BASE WARRANTY PLUS AN EXTENDED

4-YEAR FACTORY PARTS AND CONTRACTOR LABOR WARRANTY IS

REQUIRED.

6. VIBRATION DETECTION SWITCH FOR EACH TOWER METRIX

5550.

7. 80 dba MAX SOUND RATING AT 5ft FROM AIR INLET FACE.

8. FACTORY ASSISTED START-UP.

9. FM CERTIFICATION TO ALLOW OPERATION WITHOUT DEDICATED FIRE

PROTECTION SYSTEM.

10. 5ft. LADDER EXTENSIONS.

New installation scope summary:

1- Install new cooling towers as specified. Set cooling tower on existing structure such that all piping connections line up with existing piping. Rearranging existing piping is not part of the scope of work.

2- Tie down cooling towers as specified in structural drawings.

3- Connect new cooling tower motors to existing disconnect switches. The variable frequency drives that control the motors are existing and located within the chiller water plan. Contractor to replace as necessary the sump water temperature sensor and wiring for proper system operation. All operating set point to remain as they are.

4- Start up new cooling towers. Verify proper operation.

NEW CT-1

FLOW DIAGRAM

N.T.S.

8" ∅8"

10"∅ CWR

NEW CT-2

P-CW1 P-CW2

EXISTING PIPING

10"∅ CWS8"∅

8"

EXISTING PIPING

CT-1 CT-2

P-CW1 P-CW2

8''Ø CWR

NPW

M-2

EXISTING 10''Ø

CWS/R PIPING TO

CHILLER PLANT

N

PW

10''Ø CWS

''Ø

C W

S

8''Ø

Level 1 0' - 0"

L1 0' - 0"

L2 15' - 0"

3 2

1/4" = 1'-0"1 MECHANICAL FLOOR PLAN

ALBERT SHUB

e-mail: AlbertS@fesinc.biz

IN

C

. D

BA

34 N.W. 168TH STREET

NORTH MIAMI BEACH, FL. 33169

TELEPHONE: (305) 653-0212

(305) 653-0232FAX:

MECHANICAL AND ELECTRICAL

FLORIDA ENGINEERING SERVICES

ENGINEERS

EB0003862

PE# 0043414 M.E.

JOB NUMBER:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

ISSUE DATE:05-30-2017

REV DATE DESCRIPTION

DESIGN

DELIVERABLE: SITE PLAN

SHEET TITLE

SHEET TITLE

1702417024

Ac ad em ic

Vi lla ge C oo lin g T ow er R ep lac em en t Le ve l 1

A lte ra tio n p er

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Pi ne s Pu bl ic

S er vi ce s D ep

25017

M-2

MECHANICAL

FLOOR PLAN

Pe m br ok e Pi ne s, F lo rid a

MECHANICAL FLOOR PLAN-ISOMETRIC

VIEW

1/4" = 1'-0"3 Section 2

Ø

FL, PE # 57585

J Sauve, P.E.

FL, CA # 30123

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STRUCTURAL ENGINEERS

5397 Orange Drive.

Suite 203 Davie, FL 33314 Ph: (954) 316-9001 J. Marc Sauve, State of Florida, Professional Engineer, License No. 57585. This item has been digitally signed by J Marc Sauve, P.E. on the date indicated here using a SHA authentication code. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED! This digital signature and the SHA authentication code must be verified on any electronic copies.

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

ISSUE DATE:

REV DATE DESCRIPTION

DESIGN

DELIVERABLE:

SHEET TITLE

SHEET TITLE

S-0.0

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Pi ne s

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AutoCAD SHX Text GENERAL NOTES: TO THE BEST OF OUR KNOWLEDGE AND BELIEF, DESIGN BASED AND COMPLIES WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2023 8th EDITION. GENERAL CONTRACTOR SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2023 8th EDITION. DESIGN WIND LOADS: ASCE 7-22 DESIGN WIND LOADS: ASCE 7-22 : ASCE 7-22 BASIC WIND SPEED V= 170 MPH 3 SECOND GUST. EXPOSURE CATEGORY = C INTERNAL PRESSURE COEF. = GCPI = ; 0.18 BUILDING CATEGORY= II 1. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 2. SPECIALTY ENGINEERED PRODUCTS. SPECIALTY ENGINEERED PRODUCTS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBLE TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSION AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND PROJECT WIND LOADS. 3. SPECIALTY ENGINEERED PRODUCTS SHALL INCLUDE: SPECIALTY ENGINEERED PRODUCTS SHALL INCLUDE: A. WOOD TRUSSES, FORMING, SHORING AND RESHORING, TOWER WOOD TRUSSES, FORMING, SHORING AND RESHORING, TOWER CRANES, HOISTS, AND CONCRETE PUMPS, GARAGE BARRIER , CABLE SYSTEM. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAME THAT SUPPORT MACHINES, PIPES OR EQUIPMENT SUPPORTS, FRAME THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. SYSTEMS. C. HANDRAILS AND GUARDRAIL SYSTEM , AND OTHER SIMILAR LIFE HANDRAILS AND GUARDRAIL SYSTEM , AND OTHER SIMILAR LIFE SAFETY COMPONENTS. SAFETY COMPONENTS. D. EXTERIOR GLAZING SYSTEM. EXTERIOR GLAZING SYSTEM. 4. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. 5. GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO THE ENGINEER. ANY SUCH DISCREPANCIES, OMISSIONS, OR VARIATIONS NOT REPORTED DURING THE BIDDING PERIOD SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL PERFORM THE CORRECTED WORK AS PER THE ENGINEER'S INSTRUCTIONS. 6. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE ARCHITECT. 8. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, OPENINGS, FINISHES, INSERTS, REGLETS, BOLT SETTINGS, SLEEVES, ETC. 9. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 10. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT-ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 11. GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTION. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM CUTTING OR CLEANING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. 14. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE COORDINATION AND FREE ACCESS FOR THE WORK. 15. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE "NIC" TRADES. 16. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS. 17. ALL ARCHITECTURAL FINISHES, INTERIOR OR EXTERIOR THAT ARE APPLIED ALL ARCHITECTURAL FINISHES, INTERIOR OR EXTERIOR THAT ARE APPLIED TO THE STRUCTURAL FRAME ARE NOT PART OF THE SCOPE OF WORK BY CSW STRUCTURAL ENGINEERS, INC. 18. CONSTRUCTION SEQUENCE OF CASTING THE TOWER AND PODIUM FLOOR CONSTRUCTION SEQUENCE OF CASTING THE TOWER AND PODIUM FLOOR SLABS SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT. ALL/ANY CONSTRUCTION JOINTS REQUIRED FOR THIS SHALL BE CO-ORDINATED BY THE GENERAL CONTRACTOR. 19. GROUND FLOOR SLAB SHALL NOT BE PLACED UNTIL TOWER ROOF SLAB IS GROUND FLOOR SLAB SHALL NOT BE PLACED UNTIL TOWER ROOF SLAB IS CONSTRUCTED. 20 THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT AND GOVERNING REGULATIONS. 21. SHORING AND TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED SHORING AND TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 22. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS AND WORKMANSHIP SHALL OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE AND PER RECOMMENDED PRACTICE. GENERAL NOTES (CONTINUED): 23. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. THE PREMISES SHALL BE KEPT FREE FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN. 24. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR "SPECIAL" INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT. 25. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 26. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) HARD COPY / AND THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) HARD COPY / AND (1) ELECTRONIC (PDF) COPY OF SHOP DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. REVIEWED SHOP DRAWINGS WILL BE RETURNED ELECTRONICALLY. SHOP DRAWINGS FOR SPECIFIC COMPONENTS OF STRUCTURAL SYSTEM SHALL BE SUBMITTED TOGETHER. FOR EXAMPLE PT CABLES SHALL BE SUBMITTED WITH MILD REINFORCING FOR EACH LEVEL. 27. REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE ACCURACY AND COMPLETENESS OF DETAILS OR FOR SUBSTANTIATING FABRICATION, INSTALLATION INSTRUCTIONS, OR PERFORMANCE, ALL OF WHICH SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 28. TURN AROUND TIME BY THE ENGINEER FOR SHOP DRAWING REVIEW WILL BE TURN AROUND TIME BY THE ENGINEER FOR SHOP DRAWING REVIEW WILL BE TEN (10) WORKING DAYS. 29. CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS. 30. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. IF, DURING DEMOLITION, EXCAVATION, OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED.

AutoCAD SHX Text GENERAL NOTES: TO THE BEST OF OUR KNOWLEDGE AND BELIEF, DESIGN BASED AND COMPLIES WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2023 8th EDITION. GENERAL CONTRACTOR SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2023 8th EDITION. DESIGN WIND LOADS: ASCE 7-22 DESIGN WIND LOADS: ASCE 7-22 : ASCE 7-22 BASIC WIND SPEED V= 170 MPH 3 SECOND GUST. EXPOSURE CATEGORY = C INTERNAL PRESSURE COEF. = GCPI = ; 0.18 BUILDING CATEGORY= II 1. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 2. SPECIALTY ENGINEERED PRODUCTS. SPECIALTY ENGINEERED PRODUCTS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBLE TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSION AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND PROJECT WIND LOADS. 3. SPECIALTY ENGINEERED PRODUCTS SHALL INCLUDE: SPECIALTY ENGINEERED PRODUCTS SHALL INCLUDE: A. WOOD TRUSSES, FORMING, SHORING AND RESHORING, TOWER WOOD TRUSSES, FORMING, SHORING AND RESHORING, TOWER CRANES, HOISTS, AND CONCRETE PUMPS, GARAGE BARRIER , CABLE SYSTEM. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAME THAT SUPPORT MACHINES, PIPES OR EQUIPMENT SUPPORTS, FRAME THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. SYSTEMS. C. HANDRAILS AND GUARDRAIL SYSTEM , AND OTHER SIMILAR LIFE HANDRAILS AND GUARDRAIL SYSTEM , AND OTHER SIMILAR LIFE SAFETY COMPONENTS. SAFETY COMPONENTS. D. EXTERIOR GLAZING SYSTEM. EXTERIOR GLAZING SYSTEM. 4. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. 5. GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, GENERAL CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS SHALL BE NOTIFIED IN WRITING TO THE ENGINEER. ANY SUCH DISCREPANCIES, OMISSIONS, OR VARIATIONS NOT REPORTED DURING THE BIDDING PERIOD SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHO SHALL PERFORM THE CORRECTED WORK AS PER THE ENGINEER'S INSTRUCTIONS. 6. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. 7. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS ISSUED BY THE ARCHITECT. 8. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, OPENINGS, FINISHES, INSERTS, REGLETS, BOLT SETTINGS, SLEEVES, ETC. 9. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 10. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT-ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 11. GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL CONSTRUCTION EQUIPMENT AND LOADS FROM INDUCING OR TRANSMITTING VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTION. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM CUTTING OR CLEANING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. 14. "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE "BY OTHERS" DENOTES LABOR AND MATERIALS BY OTHERS. HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE COORDINATION AND FREE ACCESS FOR THE WORK. 15. "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR "NIC" DENOTES NOT IN CONTRACT. THE OWNER SHALL BE RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF THE BASE CONTRACT WITH THE "NIC" TRADES. 16. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS. 17. ALL ARCHITECTURAL FINISHES, INTERIOR OR EXTERIOR THAT ARE APPLIED ALL ARCHITECTURAL FINISHES, INTERIOR OR EXTERIOR THAT ARE APPLIED TO THE STRUCTURAL FRAME ARE NOT PART OF THE SCOPE OF WORK BY CSW STRUCTURAL ENGINEERS, INC. 18. CONSTRUCTION SEQUENCE OF CASTING THE TOWER AND PODIUM FLOOR CONSTRUCTION SEQUENCE OF CASTING THE TOWER AND PODIUM FLOOR SLABS SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT. ALL/ANY CONSTRUCTION JOINTS REQUIRED FOR THIS SHALL BE CO-ORDINATED BY THE GENERAL CONTRACTOR. 19. GROUND FLOOR SLAB SHALL NOT BE PLACED UNTIL TOWER ROOF SLAB IS GROUND FLOOR SLAB SHALL NOT BE PLACED UNTIL TOWER ROOF SLAB IS CONSTRUCTED. 20 THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION, IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT AND GOVERNING REGULATIONS. 21. SHORING AND TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED SHORING AND TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 22. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER, NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THESE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS AND WORKMANSHIP SHALL OF GOOD QUALITY. ALL WORKMEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE AND PER RECOMMENDED PRACTICE. GENERAL NOTES (CONTINUED): 23. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. THE PREMISES SHALL BE KEPT FREE FROM ACCUMULATION OF WATER, MATERIALS, AND DEBRIS, AND AT THE END OF THE JOB THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS AND LEAVE THE BUILDING BROOM CLEAN. 24. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR "SPECIAL" INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL BE UNDER A SEPARATE CONTRACT. 25. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 26. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) HARD COPY / AND THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH (1) HARD COPY / AND (1) ELECTRONIC (PDF) COPY OF SHOP DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. REVIEWED SHOP DRAWINGS WILL BE RETURNED ELECTRONICALLY. SHOP DRAWINGS FOR SPECIFIC COMPONENTS OF STRUCTURAL SYSTEM SHALL BE SUBMITTED TOGETHER. FOR EXAMPLE PT CABLES SHALL BE SUBMITTED WITH MILD REINFORCING FOR EACH LEVEL. 27. REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE ACCURACY AND COMPLETENESS OF DETAILS OR FOR SUBSTANTIATING FABRICATION, INSTALLATION INSTRUCTIONS, OR PERFORMANCE, ALL OF WHICH SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 28. TURN AROUND TIME BY THE ENGINEER FOR SHOP DRAWING REVIEW WILL BE TURN AROUND TIME BY THE ENGINEER FOR SHOP DRAWING REVIEW WILL BE TEN (10) WORKING DAYS. 29. CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS. 30. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING CONDITIONS. IF, DURING DEMOLITION, EXCAVATION, OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE NOTIFIED.

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31. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN IT'S THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN IT'S COMPLETED STATE. CONTRACTORS AND THEIR SUBS SHALL TAKE WHATEVER PRECAUTIONS THAT ARE NECESSARY IN THEIR OPINIONS TO WITHSTAND ALL HORIZONTAL AND VERTICAL LOADS THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION, PRIOR TO COMPLETION. 32. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE JOB SITE AND BRING TO THE ARCHITECTS / ENGINEERS ATTENTION OF ANY DISCREPANCIES. 33. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH LOCAL BUILDING CODES. 34. CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEEDS ACTUAL CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEEDS ACTUAL DESIGN LOADS FOR ANY STRUCTURAL COMPONENT. 35. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 36. ALL INSPECTIONS, SPECIAL OR OTHERWISE , THAT ARE REQUIRED BY THE ALL INSPECTIONS, SPECIAL OR OTHERWISE , THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENT, OR THESE PLANS, SHALL BE DONE BY CSW STRUCTURAL ENGINEERS OR AN INDEPENDENT TESTING COMPANY. 37. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL / SITE WORK PLANS FOR DIMENSIONS AND DETAILS OF THE ITEMS WHICH PENETRATE OR ATTACH TO THE BUILDING STRUCTURE. 38. THIS BUILDING IS DESIGNATED A THRESHOLD BUILDING. OWNER SHALL THIS BUILDING IS DESIGNATED A THRESHOLD BUILDING. OWNER SHALL COMPLY WITH ALL STATE STATUES. THE THRESHOLD INSPECTION PLAN FOR THIS PROJECT BY CSW STRUCTURAL ENGINEERS, AND ALL OF THE REQUIREMENTS ARE TO BE FOLLOWED AS PART OF THESE PLANS. THIS BUILDING MUST BE INSPECTED BY AN ENGINEER WHO IS QUALIFIED AS A THRESHOLD INSPECTOR. 39. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN STRENGTH. 40. THESE PLANS COVER STRUCTURAL ENGINEERING ONLY. FIRE RESISTANCE, THESE PLANS COVER STRUCTURAL ENGINEERING ONLY. FIRE RESISTANCE, INTERIOR FRAMING AND ALL ITEMS NOT SHOWN SPECIFICALLY ON THE PLANS ARE NOT PART OF OUR CONTRACT. 41. LOCATE EXISTING UTILITIES BY HAND EXCAVATION AND PROVIDE LOCATE EXISTING UTILITIES BY HAND EXCAVATION AND PROVIDE PROTECTION FROM DAMAGE. REPAIR DAMAGES TO EXISTING UTILITIES AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE UTILITY COMPANY. 42. REMOVE ANY ABANDONED SEWER OR SERVICE LINE(S) ENCOUNTERED REMOVE ANY ABANDONED SEWER OR SERVICE LINE(S) ENCOUNTERED DURING EXCAVATION WITHIN THE BUILDING LINES. SHOULD SUCH LINES BE FOUND BELOW OR ADJACENT TO FOOTING LOCATIONS, NOTIFY THE ARCHITECT / ENGINEER. 43. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES IN AREAS OF WORK. BARRICADE OPEN EXCAVATIONS AND PROVIDE WARNING LIGHTS. COMPLY WITH REGULATIONS OF AUTHORITIES AUTHORITIES HAVING JURISDICTION. 44. PROVIDE BRACING AND SHORING AS REQUIRED IN EXCAVATIONS, TO PROVIDE BRACING AND SHORING AS REQUIRED IN EXCAVATIONS, TO MAINTAIN SIDES AND TO PROTECT ADJACENT STRUCTURES FROM SETTLEMENT, COMPLYING WITH LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. MAINTAIN UNTIL EXCAVATIONS ARE BACK FILLED. 45. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT-ENGINEER. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT-ENGINEER. 46. ALL FOUNDATION EXCAVATIONS SHALL BE FORMED. NO EARTH FORMING ALL FOUNDATION EXCAVATIONS SHALL BE FORMED. NO EARTH FORMING ALLOWED.

AutoCAD SHX Text CONCRETE: 1. ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-19). 2. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). 3. ALL ELEVATED SLABS AND SLOPED CONCRETE ELEMENTS , UNUSUAL ALL ELEVATED SLABS AND SLOPED CONCRETE ELEMENTS , UNUSUAL SHAPED CONCRETE FORMS, WALLS, BRACING, FORMWORK SHALL HAVE SIGNED AND SEALED SHORING AND RESHORING PLANS SUBMITTED FROM A SPECIALTY ENGINEER AND PER ACI 347 4. CONCRETE STRENGTH AT 28/56 DAYS SHALL BE AS NOTED ON PLANS AND CONCRETE STRENGTH AT 28/56 DAYS SHALL BE AS NOTED ON PLANS AND SCHEDULES. THE MORE STRINGENT STRENGTH SHALL APPLY. FOUNDATION ............................. 4,000 PSI ............................. 4,000 PSI 4,000 PSI SLAB ON FILL ............................. 4,000 PSI ............................. 4,000 PSI 4,000 PSI STRUCTURAL SLABS ...................... 5,000 PSI ...................... 5,000 PSI 5,000 PSI WALLS / COLUMNS ...................... 5,000 PSI ...................... 5,000 PSI 5,000 PSI BEAMS ................................... 5,000 PSI ................................... 5,000 PSI 5,000 PSI 5. ALL CONCRETE EXPOSED TO WEATHER SHALL CONFORM TO ACI 318-19 ALL CONCRETE EXPOSED TO WEATHER SHALL CONFORM TO ACI 318-19 TABLE 4.2.1 EXPOSURE CATEGORY C2 AND BE MINIMUM OF 5,500 PSI WITH 0.40 WATER/CEMENT RATIO, WITH CORROSION INHIBITING ADMIXTURE. 6. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK. 7. ALL CONCRETE FOR SHEAR WALLS AND COLUMNS SHALL BE CURED WITH ALL CONCRETE FOR SHEAR WALLS AND COLUMNS SHALL BE CURED WITH AN APPROVED CURING COMPOUND IMMEDIATELY AFTER THE FORMS ARE REMOVED. 8. FINISHED FLOOR SLABS SHALL BE CURED WITH AN APPROVED WATER FINISHED FLOOR SLABS SHALL BE CURED WITH AN APPROVED WATER BASED CURING COMPOUND WHICH WILL NOT EFFECT THE ADHESION PROPERTIES OF THE CONCRETE. 9. NO WATER OR ADMIXTURE SHALL BE ADDED TO THE CONCRETE AT THE NO WATER OR ADMIXTURE SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE UNLESS AUTHORIZED BY THE THRESHOLD INSPECTOR. 10. FOR ALL CONCRETE WITHIN FLOOD ZONES OR AT / BELOW WATER TABLES FOR ALL CONCRETE WITHIN FLOOD ZONES OR AT / BELOW WATER TABLES (NOT INCLUDING PILES), THE WATERPROOFING ADMIXTURE XYPEX SHALL BE ADDED PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 11. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH IN ANY WAY AFTER SAID TEST IS PERFORMED. 12. THE OWNER SHALL CONTRACT AN APPROVED INDEPENDENT TESTING THE OWNER SHALL CONTRACT AN APPROVED INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER TO PERFORM CONCRETE CYLINDER TESTS IN ACCORDANCE WITH ACI AND ASTM STANDARDS. 13. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301. 14. CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED ONLY AS SHOWN CONSTRUCTION JOINTS SHALL BE MADE AND LOCATED ONLY AS SHOWN OR INDICATED ON THE DRAWINGS. ALL CONSTRUCTION JOINTS NOT SHOWN OR INDICATED ON THE DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR IN WRITING FOR ACCEPTANCE. 15. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS, AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES, OR TRUNKS OF VARYING LENGTHS TO PREVENT SEGREGATION OF AGGREGATES. 16. ALL FLAT DECK FORMING, BEAM BOTTOMS AND TOPS OF COLUMNS SHALL ALL FLAT DECK FORMING, BEAM BOTTOMS AND TOPS OF COLUMNS SHALL BE CLEANED BY MEANS OF COMPRESSED AIR SO AS TO REMOVE ALL SAW DUST, DIRT, TIE WIRE AND DEBRIS BEFORE PLACING CONCRETE. 17. ALL FORMWORK SHALL BE SPRAYED WITH CLEAN POTABLE WATER ALL FORMWORK SHALL BE SPRAYED WITH CLEAN POTABLE WATER LL FORMWORK SHALL BE SPRAYED WITH CLEAN POTABLE WATER BEFORE PLACING CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO CREATE PUDDLES OF WATER ON THE DECK. 18. APPLY SIKA ARMATEC 110 BONDING AGENT AT CONSTRUCTION JOINTS APPLY SIKA ARMATEC 110 BONDING AGENT AT CONSTRUCTION JOINTS (EXCEPT SLAB ON GRADE) PRIOR TO PLACEMENT OF NEW CONCRETE. 19. ALL BLOCK-OUTS OR SLEEVES MISPLACED IN STRUCTURAL SLABS SHALL ALL BLOCK-OUTS OR SLEEVES MISPLACED IN STRUCTURAL SLABS SHALL HAVE APPROVAL FOR RELOCATION, BY THIS OFFICE. 20. ALL HIGH STRENGTH CONCRETE 6,000 PSI AND ABOVE SHALL BE ALL HIGH STRENGTH CONCRETE 6,000 PSI AND ABOVE SHALL BE SUPERPLASTICIZED. THESE MIXES SHALL BE COHESIVE WITH A SLUMP RANGE OF 8 TO 10.5 INCHES. ALL OTHER CONCRETE SLUMP SHALL BE 5 INCHES PLUS OR MINUS ONE INCH. 21. CONCRETE SHALL BE COMPACTED BY MECHANICAL VIBRATION. CONCRETE SHALL BE COMPACTED BY MECHANICAL VIBRATION. 22. ALL PENCIL RODS, TIE RODS, BANDING OR WIRE USED FOR FORMING ALL PENCIL RODS, TIE RODS, BANDING OR WIRE USED FOR FORMING SHALL BE CUT BACK 1" FROM FACE OF CONCRETE AND COVERED WITH AN APPROVED EPOXY. 23. ALL CONCRETE STRENGTH SHALL BE AS SPECIFIED ON FLOOR PLANS, ALL CONCRETE STRENGTH SHALL BE AS SPECIFIED ON FLOOR PLANS, SCHEDULES AND DETAILS. CONCRETE STRENGTH NOT PROVIDED SHALL BE MINIMUM 4,000 PSI.

AutoCAD SHX Text MECHANICAL FASTENERS: 1. ALL ANCHORS SHALL PROVIDE EQUAL OR GREATER STRUCTURAL LOAD ALL ANCHORS SHALL PROVIDE EQUAL OR GREATER STRUCTURAL LOAD CAPACITIES (ALLOWABLE OR ULTIMATE) THAN THOSE SPECIFIED BELOW. WHERE ALTERNATE SYSTEMS PREFERRED, THE CONTRACTOR SHALL ENSURE THE ALTERNATE SYSTEM CAN PROVIDE SUCH LOADS, AND SHALL CONTACT THE ENGINEER TO ADVISE SUCH CHANGES. THE CONTRACTOR MUST ALSO PROVIDE LOAD TABLES, OR OTHER LITERATURE WHICH SPECIFIES SUCH CAPACITIES, AT THE ENGINEER'S, ARCHITECT'S, OR ENGINEER'S, ARCHITECT'S, OR OWNER'S REQUEST. EXPANSION ANCHORS: "WEDGE ALL" BY SIMPSON, OR "POWER-BOLT" BY RAWL ADHESIVE ANCHORS: "EPOXY TIE"(SET, ET, ETF) BY SIMPSON, OR "POWER-FAST" BY RAWL MASONRY SCREWS: "TITEN" BY SIMPSON, "TAPPER" BY RAWL, OR "TAPCON" BY BUILDEX POWDER ACTUATED FASTENERS (PAF): TOP HAT DRIVE PINS BY RAMSET. OR EQUAL. 2. ALL FASTENERS SHALL BE INSTALLED AS SPECIFIED BY THE ALL FASTENERS SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER. WHERE EMBEDMENT DEPTH, SPACING, EDGE DISTANCE, OR END DISTANCE IS NOT SPECIFIED, THE MORE STRINGENT SPECIFIED BY EACH FASTENER'S MANUFACTURER SHALL BE USED. ALL FASTENERS SHALL COMPLY WITH THE REQUIREMENTS SET BY THE GOVERNING BUILDING CODE.

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30" MIN OR 48 BAR LAP SPLICE - TYP. LAP SPLICE - TYP.

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EXTEND INTERIOR BARS TO FAR FACE (TYP., NO HOOKS OR CORNER BARS REQ'D.)

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SEE GEN. NOTES FOR REQ'D COVER. TYP.

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STD HOOK (TYP.)

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CORNER BAR (TYP.) TO MATCH OF HORIZONTAL BARS. (TYP.)

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CORNER

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INTERSECTION

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REINF. DEVELOPMENT DETAIL

AutoCAD SHX Text REINFORCEMENT IN WALL, FOOTING, AND BEAMS SHALL BE CONTINUOUS AND LAPPED 48 BAR AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE REINF. DEVELOPMENT DETAIL).

AutoCAD SHX Text REINFORCING STEEL: REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM LOOSE ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE CONFORMING TO ASTM A615/A615M-01, FY=60KSI, U.O.N. 2. REINFORCING FABRICATOR SHALL PROVIDE SHOP DRAWINGS INDICATING REINFORCING FABRICATOR SHALL PROVIDE SHOP DRAWINGS INDICATING ALL STEEL REINFORCING FOLLOWING THE REQUIREMENTS OF ACI 318. PLACING OF REBARS SHALL CONFORM TO CRSI "RECOMMENDED PRACTICES FOR PLACING REINFORCING BARS". 3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR NON-PRESTRESSED CONCRETE SHALL BE AS FOLLOWS, U.O.N.: MINIMUM TOLERANCE MINIMUM TOLERANCE TOLERANCE COVER + OR - COVER + OR - CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 3/8" : 3" 3/8" 3" 3/8" 3/8" FORMED EXPOSED TO EARTH OR WEATHER: : NO. 5 AND SMALLER BARS: 1 1/2" 3/8" 1 1/2" 3/8" 3/8" NO. 6 AND LARGER BARS: 2" 3/8" 2" 3/8" 3/8" NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: : SLABS, WALL, JOISTS: NO. 11 AND SMALLER 3/4" 1/8" 3/4" 1/8" 1/8" NO. 14 AND LARGER 1 1/2" 1/8" 1 1/2" 1/8" 1 1/2" 1/8" 1/8" BEAMS AND COLUMNS: (PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS) 1 1/2" 3/8" 1 1/2" 3/8" 3/8" SHELL, FOLDED PLATE MEMBERS NO. 5 AND SMALLER BARS: 1/2" 1/8" 1/2" 1/8" 1/8" NO. 6 AND LARGER BARS: 3/4" 1/8" 3/4" 1/8" 1/8" 4. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING CONCRETE PLACEMENT. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS. NO BARS SHALL BE DROPPED FROM ANY LAYERS TO SUPPORT ANOTHER LAYER. 5. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE STRUCTURAL DRAWINGS OR AS ACCEPTED BY E.O.R. 6. UNLESS INDICATED SPECIFICALLY TO THE CONTRARY, ALL REINFORCMENT UNLESS INDICATED SPECIFICALLY TO THE CONTRARY, ALL REINFORCMENT SHALL BE SPLICED WITH CLASS "B" TENSION LAP SPLICES DEVELOPING THE FULL TENSILE CAPACITY OF THE REINFORCEMENT. 7. ANY FOREIGN STEEL USED MUST FIRST BE TESTED BY A TESTING LAB ANY FOREIGN STEEL USED MUST FIRST BE TESTED BY A TESTING LAB CERTIFIED IN THE STATE OF FLORIDA AND A SIGNED AND SEALED LETTER BY A FLORIDA REGISTERED ENGINEER MUST BE SENT TO THE ENGINEER OF RECORD FOR EACH HEAT OF STEEL USED STATING THAT IT IN ALL WAYS COMPLIES WITH THE ACI STANDARDS FOR THE TYPE OF STEEL REQUIRED. 8. ALL ACCESSORIES SHALL HAVE PLASTIC TIPPED UPTURNED LEGS. ALL ACCESSORIES SHALL HAVE PLASTIC TIPPED UPTURNED LEGS. PLASTIC CHAIRS ONLY ARE TO BE USED TO SUPPORT BALCONY REINFORCING OR OTHER AREAS EXPOSED TO THE WEATHER. ALL REINFORCING STEEL SHALL BE ACCURATELY LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE. 9. FOR FIREPROOFING REQUIREMENTS AND ASSEMBLIES SEE ARCHITECTURAL FOR FIREPROOFING REQUIREMENTS AND ASSEMBLIES SEE ARCHITECTURAL DRAWINGS. 10. PLASTIC "DONUT" SPACERS WILL BE REQUIRED FOR STEEL AGAINST PLASTIC "DONUT" SPACERS WILL BE REQUIRED FOR STEEL AGAINST FORMS IN CONCRETE BEAMS AND WALLS IF FIELD CONDITIONS WARRANT. ALL FORMSAVERS, MECHANICAL COUPLERS SHALL BE LENTON AS MANUFACTURED BY ERICO.

AutoCAD SHX Text STRUCTURAL STEEL: 1. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH AISC FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH AISC 15th EDITION, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", WITH COMMENTARY, "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, AND AWS "STRUCTURAL WELDING CODE AWS D1.1-2020. 2. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: A. ROLLED W, WT, M, S, C, MC, AND BUILT UP SECTIONS: A. ROLLED W, WT, M, S, C, MC, AND BUILT UP SECTIONS: ASTM A572, GRADE 50, fy=50 ksi. B. ANGLES, PLATES, AND BARS: ASTM A36, fy=36 ksi. B. ANGLES, PLATES, AND BARS: ASTM A36, fy=36 ksi. C. COLD-FORMED HOLLOW STRUCTURAL SECTIONS (HSS): C. COLD-FORMED HOLLOW STRUCTURAL SECTIONS (HSS): ROUND, SQUARE, & RECTANGULAR SECTIONS: ASTM A500, GRADE B, fy=46 ksi. E. STEEL PIPE: ASTM A53, TYPE E or S, GRADE B, fy=35 ksi. E. STEEL PIPE: ASTM A53, TYPE E or S, GRADE B, fy=35 ksi. 4. ALL SHOP AND FIELD WELDING PROCESSES, MINIMUM PRE-HEAT, AND ALL SHOP AND FIELD WELDING PROCESSES, MINIMUM PRE-HEAT, AND INTERPASS TEMPERATURES SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY. USE E70XX SERIES WELDING ELECTRODES, U.O.N. WHERE NECESSARY, REMOVE GALVANIZING OR PRIMER PRIOR TO WELDING. 5. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY REINFORCED. 6. FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE ACCEPTED BY THE ENGINEER. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. 7. ALL FIELD WELDING SHALL BE VISUALLY INSPECTED. FIELD WELDS SHALL ALL FIELD WELDING SHALL BE VISUALLY INSPECTED. FIELD WELDS SHALL BE TESTED AS PER AWS D1.1. ALL FULL PENETRATION GROOVE WELDS SHALL BE SUBJECT TO RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND DYE LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID BY THE OWNER. 8. ALL STUD (HEADED CONCRETE ANCHORS) WELDING SHALL BE INSPECTED ALL STUD (HEADED CONCRETE ANCHORS) WELDING SHALL BE INSPECTED AND TESTED AS PER AWS D1.1. USE NELSON STUDS OR SUBMIT EQUAL FOR APPROVAL. 9. INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE INSPECTED BY AN INSTALLATION OF HIGH STRENGTH BOLTS SHALL BE INSPECTED BY AN ENGINEER PER FBC 2020. 10. DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE INDICATED DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE INDICATED ON THE DRAWINGS. 11. REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR PAINTING AND FIREPROOFING REQUIREMENTS OF STRUCTURAL STEEL. DO NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE OR FIREPROOFING. 12. BOLTED STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE, ALL BOLTED STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE, ALL FRAMING BOLTS SHALL BE 3/4" ASTM A325 TYPE N WITH HARDENED ASTM A325 TYPE N WITH HARDENED WASHERS AND HEX NUTS. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, ALL BOLTED CONNECTIONS SHALL BE MADE WITH SLIP-CRITICAL A325 OR A490 BOLTS 13. BOLTS INDICATED LESS THAN 5/8" SHALL BE ASTM A307. DETERMINE BOLTS INDICATED LESS THAN 5/8" SHALL BE ASTM A307. DETERMINE SHALL BE ASTM A307. DETERMINE TENSION USING EITHER LOAD INDICATOR WASHERS OR TENSION-CONTROL BOLTS. 14. FULL DEPTH CONNECTIONS ARE TO BE USED ON ALL GIRDER AND BEAM FULL DEPTH CONNECTIONS ARE TO BE USED ON ALL GIRDER AND BEAM CONNECTIONS TO COLUMNS. BOLTS TO BE AT 3" O.C. VERT. (U.N.O.) 15. ALL BOLTS SHALL BE PROVIDED WITH HARDENED WASHERS CONFORMING ALL BOLTS SHALL BE PROVIDED WITH HARDENED WASHERS CONFORMING TO ASTM F436. 16. HOLES SHALL BE CUT, PUNCHED, OR DRILLED PERPENDICULAR TO METAL HOLES SHALL BE CUT, PUNCHED, OR DRILLED PERPENDICULAR TO METAL SURFACE. DO NOT FLAME CUT HOLES OR ENLARGE HOLES BY BURNING. 17. FABRICATE AND ERECT FLOOR MEMBERS WITH NATURAL CAMBER UP. FABRICATE AND ERECT FLOOR MEMBERS WITH NATURAL CAMBER UP. 18. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. 19. ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP PLATES. 20. GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK, NON METALLIC GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK, NON METALLIC GROUT (5000 PSI MIN.). 21. STRUCTURAL STEEL SHALL RECEIVE (2) SHOP COATS OF RUST INHIBITING STRUCTURAL STEEL SHALL RECEIVE (2) SHOP COATS OF RUST INHIBITING PRIMER, MIN. 3 MIL DRY FILM THICKNESS (COLOR AS DIRECTED BY ARCHITECT) WHERE EXPOSED TO VIEW (UNLESS OTHERWISE NOTED). ALL OTHER AREAS, INCLUDING THOSE WHICH WILL RECEIVE SPRAY-ON FIRE PROTECTION, OR WHERE HEADED STUDS ARE TO BE WELDED, OR STEEL TO BE CONCRETE ENCASED SHALL NOT BE PRIMED.

AutoCAD SHX Text

22. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE BLAST CLEANED TO SPPC (SOCIETY FOR PROTECTIVE COATINGS) SP-6, AND HOT DIPPED GALVANIZED G185 INCLUDING BOLTS, NUT, AND WASHERS IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS. 23. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS "QUALIFICATIONS" REQUIREMENTS. WELDERS SHALL HAVE CURRENT (WITHIN 12 MONTHS OF WELDING PERFORMANCE) EVIDENCE OF PASSING THE APPROPRIATE AWS QUALIFICATION TEST. THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME DURING THE PROJECT. 24. SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS INCLUDING DETAILS OF CUTS, CONNECTIONS, CAMBERS, HOLES AND OTHER PERTINENT DATA. ALL STRUCTURAL STEEL SHALL MEET DEFLECTION LIMITS OF F.B.C. INDICATE WELDS BY STANDARD AWS SYMBOLS AND SHOW SIZE, LENGTHS AND TYPES OF WELDS. PROVIDE SETTING DRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGE TO BE INSTALLED FOR WORK OF OTHER TRADES.

FL, PE # 57585

J Sauve, P.E.

FL, CA # 30123

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STRUCTURAL ENGINEERS

5397 Orange Drive.

Suite 203 Davie, FL 33314 Ph: (954) 316-9001 J. Marc Sauve, State of Florida, Professional Engineer, License No. 57585. This item has been digitally signed by J Marc Sauve, P.E. on the date indicated here using a SHA authentication code. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED SIGNED AND

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