HomeMy WebLinkAboutBuilding PlansDRAWING KEY NOTES
0 EXISTING COOLING TOWER TO BE REPLACED WITH NEW. NEW
TOWER AS MANUFACTURED BY PARAGON COOLING TOWER MODEL
AT 2001, 200 TONS NOMINAL COOLING CAPACITY, 10 HP
MOTOR, 208-3-60, MEETS ASHRAE 90.1 EFFICIENCY, OPERATION
WEIGHT 8,640 LBS.
TOWER SUPPORTS REFER TO STRUCTURAL DRAWINGS PREPARED
BY JOSE E POLANCO PE, DATED 05-30-20,
0 EXISTING 8 CONDENSER WATER SUPPLY PIPE TO REMAIN.
CONNECT TO NEW COOLING TOWER SUPPLY PORT.
® EXISTING $" CONDENSER WATER RETURN PIPE TO REMAIN.
CONNECT TO NEW COOLING TOWER RETURN PORT.
QS EXISTING COOUNG TOWER DISCONNECT SWITCH TO BE REPLACED
WITH NEMA 4X DISCONNECT SWITCH. CONTRACTOR TO
RECONNECT EXISTING SERVICE WIRING. VERIFY SIZE WITH MOTOR
O NAMEPLATE PRIOR TO ROUGH —IN.
6
EXISTING VARIABLE FREQUENCY DRIVE TO REMAIN. CONTRACTOR
O TO RECONNECT EXISTING SERVICE WIRING.
7
CONTRACTOR TO REMOVE EXISTING COOLING TOWER AND
DISPOSE OF IT OUTSIDE AND AS PER FBCM.
O EXISTING BUTTERFLY VALVE RELOCATED TO, THIS LOCATION.
8
OEXISTING BUTTERFLY VALVE RELOCATED TO THIS LOCATION.
9
EXISTING BUTTERFLY VALVE TO REMAIN.
GENERAL" NOTES
1- GENERAL CONDITIONS: THE GENERAL CONDITIONS FORM A PART
OF THE SPECIFICATIONS FOR THIS TRADE. EACH SUB -CONTRACTOR
MUST READ GENERAL CONDITIONS, AS WELL AS THE SPECIFICATIONS
FOR WORK OF OTHER TRADES AND TO ASCERTAIN WHAT WORK AND
MATERIALS HE MUST SUPPLY TO THE OTHER CONTRACTORS.
2- SITE INVESTIGATION: IT SHALL BE THE RESPONSIBILITY OF "BIDDERS
TO VISIT E SIT AND TO ACQUAINT THEMSELVES WITH AL INFORMATION
REGARDING THE NEW BUILDING, p ,:
3- DESIGN: THE INSTALLATION OF THE WIRING SYSTEM SHOWN ON
THESE DWGS. SHALL CONFORM TO THE REGULATIONS OF THE`FBC 2017 (6TH
EDITION) AND ORDINANCES, N.E.C. AND LOCAL UTILITY COMPANIES.
4- MINIMUM STANDARDS: THE MATERIAL, INSTALLATIONS AND WORKMANSHIP
FURNISHED UNDER THIS SECTION SHALL CONFORM TO THE REQUIREMENTS
OF LOCAL CODES AND N.E.C.(2014), FBC-2017(6th-Edition), FBC Energy
Code 2017-6th Edition -Section C405 AND LOCAL UTILITY COMPANY.
ALL MATERIALS USED SHALL BE LISTED OR BEAR U.L. APPROVAL.
5- GUARANTEE: THIS SUB -CONTRACTOR SHALL FURNISH A WRITTEN
GUARANTEE THAT ALL WORK EXECUTED UNDER THIS CONTRACT, SHALL BE
FREE FROM DEFECTS OR WORKMANSHIP AND MATERIALS FOR A PERIOD OF
ONE YEAR, AT CONTRACTORS EXPENSE, REPAIR AND REPLACE ALL WORK
WHICH BECOMES DEFECTIVE DURING THE TIME OF THE GUARANTEE.
6- RACEWAYS AND FITTINGS:
a RIGID GALVANIZED : 1-1/2" OR LARGER , AND IN SLAB ABOVE GRADE.
b PVC : IN OR UNDER GND FLOOR SLAB
c EMT : ALL OTHER LOCATION.
d) ARMORED CABLE, MC: ABOVE SLAB, BRANCH CIRCUITS ONLY.
e) FITTINGS: TO MATCH APPROVED RACEWAY .
7 CONDUCTORS: THE MINIMUM CONDUCTOR NO.12 SOLID CU. TYPE "THW"
INSULATION. ALUMINUM CONDUCTOR ALLOWED ONLY WHERE INDICATED ON
DRAWINGS.
8- ALL EQUIPMENT LISTED ON DWGS. BY CATALOG NO. SHALL BE
LIMITED TO THE KIND AND MANUFACTURE LISTED. NO SUBSTITUTION
SHALL BE ALLOWED UNLESS APPROVED BY THE ENGINEER. A WRITTEN
GUARANTEE OF THREE YEARS AND CREDIT FROM BASIC BID SHALL BE
SUBMITTED WITH SHOP DRAWINGS.
9- CONTRACTOR TO INSTALL AND/OR CONNECT ALL EQUIPMENTS
AND CONTROLS SUPPLIED BY OWNER, OR ANY OTHER TRADE. SEE
OTHER TRADES DRAWINGS AND SPECIFICATIONS.
10- ALL FEEDERS AND BREAKERS SHALL BE COORDINATED WITH
EQUIPMENTS PLATE AT SITE.
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JUL 1 2020
ST. Lucie County, Permitting-
MIRAMAR ROYALS CONDOMINIUM
9950 SOUTH OCEAN DR.
JENSEN REACH FL 34957
R P J , INC. OWNER:
CONSULTING ENGINEERS MIRAMAR ROYALS CONDO
9950 SOUTH OCEAN DR.
4977 S.W. 74th COURT JENSEN BEACH
MIAMI, FL. 33155 FL 34957
PHONE: (305) 666-2131
FAX: (305) 666-0131
DRAWING NO. DATE: JOB NO.
ME-1 07-03-2020 20-07-039
M RAMAR CONDO
JENSEN BEACH
DRAWING INDEX
SDO.0 ERECTION DRAWING
SD1.0 FABRICATION DRAWING
GENERAL NOTES:
1. UNLESS NOTED OTHERWISE (U.N.0) ON DRAWINGS OR THE SPECIFICATIONS, THESE NOTES SHALL APPLY TO THIS PROJECT.
2. IF ANY ERRORS OR MISSIONS APPEAR ON THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH
APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILURE TO GIVE SUCH NOTICE, HE SHALL 8E HELD
RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME.
3. THIS DESIGN COMPLIES WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE FLORIDA BUILDING CODE & OTHER
REFERENCES CODES & SPECIFICATION. ALL REFERENCED CODES AND SPECIFICATIONS SHALL BE THE LATEST EDITION AT
11ME OF PERMIT. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. THIS WORK REQUIRES A BUILDING PERMIT. CONTRACTOR TO OBTAIN THE APPROPRIATE BUILDING PERMITS PRIOR TO
COMMENCEMENT OF WORK. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY
TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. CONTRACTOR IS SOLELY RESPONSIBLE FOR
MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED.
5. LOCATION AND SIZES OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE. ADDITIONAL UTILITIES MAY
EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL UTILITIES iN COORDINA11ON WITH
ALL UTLITY COMPANIES PRIOR TO THE BEGINNING OF ANY CONSTRUC11ON OPERATION. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES:
6. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER
AND/OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR MUST REQUEST THE
LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COST OF EXCAVATING,
INSTALLING, BACKFILLING AND COMPACTING AROUND THESE SERVICES IS CONTRACTOR RESPONSIBILITY.
7. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES.
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND
FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. UNDER NO CIRCUMSTANCES
SHALL THE CONTRACTOR LEAVE EXCAVATED TRENCHES, OR PARTS EXPOSED OR OPEN AT THE END OF THE WORKING DAY
WHEN THE CONTRACTOR IS NOT WORKING, UNLESS ANY TRENCH IS COVERED, FIRMLY SECURED AND MARKED
ACCORDINGLY FOR PEDESTRIAN TRAFFIC.
9. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT
CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK:
10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT OR ENGINEER DURINGBIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND
TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND/OR INSTRUCTIONS.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED CONDI1IONS AND PROPER DISPOSAL OF ANY
MATERIAL -& GARBAGE FROM -THE -SITE AFTER COMPLETION OF WORK. CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE EPA AND THE NA11ONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES)
12. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY THE ENGINEER BASED ON CLIENT
CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER
SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST.
13. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES
HAVE BEEN APPROVED IN WRITING BY THE OWNER.
14, THE ENGINEER HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED DESIGN THAT HAS BEEN DEVELOPED BY A
LICENSED ARCHITECT OR A COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL
APPLICABLE NATIONAL AND FLORIDA BUILDING CODES.
15. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
(ACI 318) AND WITH " DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315). ALL CONCRETE MALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
16. ANCHORING CEMENT WITH A COMPRESSION STRENGTH OF 10 KSI AT THE END OF 7 DAYS.
17. WHEN DISSIMILAR MATERIAL CONNECTIONS ARE MADE, SUCH AS CONCRETE TO METAL, THE DISSIMILAR MATERIAL SHALL BE
SEPARATED BY COATING THE CONTACT SURFACE WITH BITUMAS11C MATERIAL.
18. DO NOT SCALE DRAWINGS, DIMENSIONS ALWAYS GOVERN.
19. DETAILS LABELED "TYPICAL (TYP.)" SHALL APPLY TO ALL SITUATIONS THAT ARE SAME OR SIMILAR TO THOSE
SPECIFICALLY DETAILED. TYPICAL DETAILS SHALL APPLY NETHER OR NOT THEY ARE SPECIFICALLY KEYED AT EACH
LOCATION. THE ENGINEER SHALL HAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF TYPICAL DETAILS.
20. THE QUANTITIES AND DIMENSION SHOWN ON DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. ALL DIMENSION TO
BE SITE VERIFIED BY GENERAL CONTRACTOR/ SUBCONTRACTOR,
21. FLORIDA BUILDING CODE,'2017 EDITION LOADS:
WIND VELOCITY AS PER BC-17EDITION).CATEGORY 2 V=175 mph
22. THE ENGINEER HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING COMPONENTS IN COMPLIANCE WITH FBC-17
(67H EDITION) AND DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY. THE EXISTING STRUCTURE MUST SUPPORT
THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS: ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE
STRUCTURE FOR SUCH LOADINGS. '
23. ENGINEER'S VISITS TO THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 48 HOURS PRIOR TO INSPECTION.
24. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY THE ENGINEER IS PROHIBITED.
ALUMINUM
1.
STRUCTURAL ALUMINUM SHALL BE DOMESTIC ALLOY 6061-T6, DESIGNED IN ACCORDANCE WITH
THE ALUMINUM ASSOCIATION'S
SPECIFICATIONS FOR ALUMINUM STRUCTURES.
ALLOY FIL Fb WELDED Fv
Fv(WELDED)
6061-T6(TUBES & SHAPES) 19.0 KSI 9.0 KSI 12.0 KSI
5.0 KSI
6061-T6(ROUND & OVAL) 24.0 KSI 10.5 KSI 12.0 KSI
5.0 KSI
2.
ALUMINUM FRAME, EXTRUSIONS OR VENT EXTRUSIONS MUST MEET THE MINIMUM REQUIREMENTS
U.N.O ON THE DRAWINGS.
TYPE Fb Fb(WELDED) Fv
F WELDED
6063-T5(TUBES & SHAPES) 9.5 KSI 4.8 KSI 5.5 KSI
2.8 KSI
6063-T5(ROUND& OVAL) 11.5 KSI 5.5 KSI 5.5 KSI
2.8 KSI
6063-T6(TUBES & SHAPES) 15.0 KSI 4.8 KSI 8.5 KS
2.8 KSI
6063-T6(ROUND & OVAL) 18.0 KSI 5.5 KSI 8.5 KSI
2.8 KSI
6005-T5(TUBES & SHAPES) 19.0 KSI 8.0 KSI 12.0 KSI
4.5 KSI
6005-T5(ROUND & OVAL) 24.0 KSI 9.0 KSI 12.0 KSI
4.5 KSI
3.
FASTENER, UNLESS DETAILED OTHERWISE, ALL FASTENERS SHALL BE 316 STAINLESS STEEL ALUMINUM BOLTS, WHERE
SPECIFIED, SHALL BE 2024-T4 OR 6061-T6 ALLOY.
4.
ALL WELDING SHALL CONFORM WITH AWS D1.2, LATEST STRUCTURAL WELDING CODE -ALUMINUM.
WELD FILLER ALLOY 5356.
CLEANING: SSPC-SP2'"HAND TOOL CLEANING".
5.
WHERE THE CONTACT OF DISSIMILAR MATERIAL MAY 'CAUSE ELECTROLYSIS OR WHERE ALUMINUM
WILL COME IN CONTACT WITH
CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF ALUMINUM SHALL BE COATED 1 COAT OF ZINC CROMATED
PRIMER AND ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT OR ALKALI -RESISTANT
COATINGS, SUCH AS
HEAVY -BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. '
0.
RAILINGS MAY BE WASHED AS NEEDED WITH WATER AND MILD SOAP. DO NOT USE ACIDIC SOLUTIONS,
HARSH SOLUTIONS OR
ABRASIVE CLEANING MATERIALS OR SOLUTONS AS THEY COULD HARM THE FINISH.
Im
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NOTES:
MATERIAL: ALUM ALLOY 6061-T6
CONN. BOLT: INOX. ASIM A304
17X5.8
F PL3A"X2
HSS6X6X 1/4
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44
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DETAIL E
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JOSE E. POLANCO
P.E, No176919
12829 SW 54th St.
Miami, Fl. '33175
305-776-11975
786.356-2788
email:
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DRAWN BY: R&B
DESIGNED BY: R&B
DESIGNED BY: C.B.
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LENGTH
WEIGHT
REMARKS
1B1
2
BEAMS
1 Bt
2
17X5.8
8'-2 5/8"
85.13
6061-T6 A
P1
4
PL3/8"Xt 314"
0'4"
1.02
6061-T6A
P4
8
PL3/8"X21/8"
0'-63116"
3.60
6061-T6A
1B2
4
BEAMS
1132
4
17X5.8
10'-111116'
221.37
6061-T6A
163
1
BEAM
183
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17X5.8
16'-6114"
87.06
6061-T6A
P1
: 4
P1.3/8"X1 3/4'
1.02
6061-T6 A
P2
2
PL318"X2".-�
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0'A"
0.57
6061-T6A.
P7
12
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PL318"X2.1/9"
0'-63116"
5.48
6061-TBA
1C7
2
COLUMNS
------
1C1
2
HS86X5X1/2
2'-2314"
40.26
6061-T6A
BPI
2
PL3/8'X10'
0'-10"
T16
6061-T6A
P3
2
PL3/8"X7'
0'-11114".
5.64
6061-T6A
P5
4
PL3/8"X31/8'
Y-6"
1.88
6061-T6A
P6
16
PL3/8"X21/2'
0'-6"
5.39
6061-T6A
1C2
2
COLUMNS
1C2
2
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40.26
6061-T6A
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6061-T6A
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0'-11 1/4"
- 5.64 -
6061-T6 A
p5
4
PL3/8"X3118"
D'-6'
1.88
6061-T6A
P6
16
PL3/8"X2 1/2"
0'-6"
5.39
6061-T6 A
1C3
1
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1
HSS5X5X1/2
- 1'•9 3/4"
16.37
6061-T6 A
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3.58
6061-T6A
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2.82
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P5
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PL3/873 1/8"
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0.94
6061-T6 A
TOTAL WEIGHT THIS DRAWING
549.61
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JOSE E. POLANCO
P.E. No 76919
12829 SW 54th St.
Miami, F1., 33175
305.776-j925
786-355-2788
email:
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