HVAC SYMBOL LEGEND HVAC PIPING AND VALVES LEGEND HVAC GENERAL NOTES SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PHASING OF WORK HVAC ABBREVIATIONS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION MISCELLANEOUS SYMBOLS NOTE: SOME SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT PERTAIN TO THIS PROJECT. Drawn JWY Designed JWY DATE: SCALE: NOT TO SCALE DRAWING No. 11065-02 M-1
GENERAL NOTES: KEYED NOTES: MECHANICAL DEMOLITION PLAN NORTH SCALE : 1/4" = 1'-0" Drawn JWY Designed JWY DATE: SCALE: 1/4" = 1'-0" DRAWING No. 11065-03 M-2
GENERAL NOTES: KEYED NOTES: MECHANICAL RENOVATION PLAN NORTH SCALE : 1/4" = 1'-0" Drawn JWY Designed JWY DATE: SCALE: 1/4" = 1'-0" DRAWING No. 11065-04 M-3
ROOF MOUNTED PIPE SUPPORT DETAIL GENERAL NOTES: KEYED NOTES: MECHANICAL ROOF RENOVATION PLAN NORTH SCALE : 1/4" = 1'-0" Drawn JWY Designed JWY DATE: SCALE: 1/4" = 1'-0" DRAWING No. 11065-05 M-4
FIBERGLASS BLANKET DUCT INSULATION DETAIL ROOFTOP UNIT CURB TIE-DOWN DETAIL TURNING VANES DETAIL CONDENSATE DRAIN TRAP DETAIL DUCT RUNOUT TO DIFFUSER DETAIL DUCTWORK SUPPORT DETAIL DUCTWORK FITTINGS DETAIL Drawn JWY Designed JWY DATE: SCALE: NOT TO SCALE DRAWING No. 11065-06 M-5
PACKAGED DX APPLIED ROOFTOP UNIT SCHEDULE AIR DEVICE SCHEDULE RTU / EXHAUST FAN INTERLOCK SCHEDULE ASHRAE 62.1-2007 OUTSIDE AIR CALCULATION COMMERCIAL Standard 8-wire twisted net cable Twisted Pair, 22 AWG. Typical Twisted Pair, 18 AWG. Typical Standard 8-wire twisted net cable RTU CONTROLS Drawn JWY Designed JWY DATE: SCALE: NOT TO SCALE DRAWING No. 11065-07 M-6
ELECTRICAL SYMBOL LEGEND ELECTRICAL GENERAL NOTES: ABBREVIATIONS: NATIONAL ELECTRIC CODE NOTES: ELECTRICAL SUBMITTAL NOTES: RHM RHM Drawn RHM Designed RHM DATE: SCALE: NO SCALE DRAWING No. 11065-08 E-1
POWER DEMO NOTES: NORTH ELECTRICAL DEMOLITION PLAN SCALE : 1/4" = 1'-0" Drawn RHM Designed RHM DATE: SCALE: 1/4" = 1'-0" DRAWING No. 11065-09 E-2
POWER RENO NOTES: ELECTRICAL ROOF RENOVATION PLAN NORTH SCALE : 1/4" = 1'-0" Drawn RHM Designed RHM DATE: SCALE: 1/4" = 1'-0" DRAWING No. 11065-10 E-3
LOAD SUMMARY RISER RENOVATION NOTES: Drawn RHM Designed RHM BY DATE DATE: ENGINEERING and CAPITAL SCALE: NO SCALE DRAWING No. 11065-11 E-4
DETAIL NOTES: RTU-1 Fed from Panel P1 AC UNIT NAMEPLATE DETAIL TYPICAL DUCT SMOKE DETECTOR WIRING DETAIL ROOFTOP UNIT ELECTRICAL SCHEME Drawn RHM Designed RHM BY DATE DATE: ENGINEERING and CAPITAL SCALE: NO SCALE DRAWING No. 11065-12 E-5
STRUCTURAL SPECIFICATIONS: STRUCTURAL SPECIFICATIONS: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR NOTE: PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 150 POUNDS THAT ARE NOT SHOWN ON THE ROOF FRAMING PLAN. C.L. OF JOIST COPE HORIZONTAL LEG EXISTING JOIST CHORD IS ALSO SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. NEITHER THE CITY NOR THE DESIGN PROFESSIONALS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. 2. TYPICAL DETAILS AND WALL SECTIONS SHOWN APPLY TO ALL SIMILAR SECTIONS AND CONDITIONS UNLESS NOTED OTHERWISE. 3. CONTRACTOR MUST FULLY BRACE AND PROTECT ALL WORK IN PROGRESS UNTIL THE STRUCTURE IS COMPLETED. 4. THE STRUCTURE AND ALL APPLICABLE COMPONENTS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: 4.1. THE 5TH EDITION (2014) FLORIDA BUILDING CODE. 4.2. AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. 5. THE FOLLOWING STRUCTURAL CONSTRUCTION DOCUMENTS MUST BE USED IN CONJUNCTION WITH ALL APPLICABLE SPECIFICATIONS AND THE CONSTRUCTION DOCUMENTS. IF THERE IS A DISCREPANCY BETWEEN DOCUMENTS, IT IS THE CONCENTRATED LOAD, SEE NOTE 3" MINIMUM TYPICAL EACH END EACH ANGLE 1/8" 1-1/2" 1/8" 1-1/2" CONTRACTOR TO PROVIDE AND FIELD INSTALL L2" x 2" x 3/16" STRUT EACH SIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOES NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE CHORD, TYPICAL. 3" MINIMUM CONCENTRATED LOAD, SEE NOTE LENGTH A A C C B WIDTH B 1/8" 1/8" FIELD FABRICATE FRAME FROM L4" x 4" x 3/8" C.L. OF JOIST TYP PRE-ENG / PRE-FAB ADJUSTABLE 16 GA ROOF CURB. CONNECTION OF CURB TO STRUCTURE IS THE RESPONSIBILITY OF THE MECHANICAL ENGINEER 6" O/C AROUND PERIMETER OF OPENINGS 3/16" 1/8" 1/8" SECTION A-A NOT TO SCALE PRE-ENG / PRE-FAB ADJUSTABLE 16 GA ROOF CURB. CONNECTION OF CURB TO STRUCTURE IS THE RESPONSIBILITY OF THE MECHANICAL ENGINEER CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING ANY AND ALL CONSTRUCTION. IN CASE OF CONFLICT THE MOST STRINGENT CONDITION MUST ALWAYS APPLY. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH STRUCTURAL CONSTRUCTION DOCUMENTS AND WITH ANY AND ALL APPLICABLE EQUIPMENT MANUFACTURER'S (I.E. WINDOW, DOOR, AIR HANDLER, ETC.). IF THERE ARE ANY POTENTIAL CONFLICTS THE CONTRACTOR IS REQUIRED TO REQUEST AND RECEIVE A DIRECTIVE FROM THE ENGINEER PRIOR TO D3 JOIST REINFORCEMENT DETAIL NOT TO SCALE Joist Reinforcement Detail SCALE: 3/4" = 1 0" PLAN VIEW NOT TO SCALE SECTION B-B NOT TO SCALE RTU SUPPORT FRAMES FOR NEW ROOF PENETRATIONS IN EXISTING ROOF NOT TO SCALE SECTION C-C NOT TO SCALE 6" O/C AROUND PERIMETER OF OPENINGS PERFORMING WORK. 7. IF THERE ARE ANY DIMENSION'S NOT SHOWN ON THE STRUCTURAL CONSTRUCTION DOCUMENTS REQUIRED FOR CONSTRUCTION THE CONTRACTOR MAY REFER TO TYPICAL RTU CURB TO SUPPORT ANGLE FRAME DETAIL TYPICAL RTU CURB TO SUPPORT ANGLE FRAME DETAIL TYPICAL RTU CURB TO SUPPORT ANGLE FRAME DETAIL CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL ELEMENTS SHALL BE HOT-DIPPED GALVANIZED AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. 2. STRUCTURAL STEEL ELEMENTS SHALL CONFORM TO THESE SPECIFICATIONS: ANCHOR BOLTS ASTM F1554 FRAMING BOLTS ASTM A325 OR A490 SHAPES (C,L,PL,T) ASTM A36 SHEAR STUDS ASTM A108 STEEL PIPE (HSS) ASTM A500 (42 KSI) STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI) WELDING ELECTRODES E70XX WIDE FLANGE (WF) ASTM A992 (50 KSI) 3. SHOP CONNECTIONS MAY BE WELDED OR FASTENED BY HIGH STRENGTH BOLTS. ALL CONNECTIONS SHALL CONFORM TO STANDARD CONNECTION DETAILS ON THE PLANS, UNLESS EXPLICIT APPROVAL FROM THE ENGINEER HAS BEEN OBTAINED. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER A.I.S.C. UNLESS NOTED OTHERWISE. 2" MAX 12" O/C MAX 12" O/C MAX 12" O/C 2" MAX 12" O/C 2" MAX 12" O/C MAX 12" O/C MAX 12" O/C TYPICAL RTU UNIT MAX WEIGHT = 1,500LBS MAX HEIGHT = 6'-0" COORDINATE DIMENSIONS OF UNIT WITH MECH. ENG. 2" LENGTH & WIDTH ANGLE FRAME TO MATCH LENGTH & WIDTH OF RTU LOCATION OF 1/4"Ø x 2 1/2" HILTI SELF-DRILLING SCREWS, THROUGH METAL DECK INTO STEEL ANGLE, TYPICAL. STEEL ROOF JOIST OR BEAM, SEE PLAN FOR SIZE AND LOCATION ATTACH CURB TO STEEL ANGLES WITH 1/4" x 2.5" HILTI SELF DRILLING SCREWS @ 12" O/C AROUND PERIMETER. FASTENERS MUST START WITH 2" OF THE ENDS OF ALL SIDE OF THE CURB. TYPICAL RTU UNIT MAX WEIGHT = 1,500LBS MAX HEIGHT = 6'-0" PROVIDE JOIST REINF. AT CONCENTRATED LOAD LOCATIONS PER "JOIST REINFORCEMENT DETAIL", TYPICAL. GASKET, REFER TO MECHANICAL DRAWINGS. PRE-ENG / PRE-FAB ADJUSTABLE 16 GA ROOF CURB. G.C. MUST PROVIDE 2x BLOCKING UNDER DECK AT LOCATION OF CURB, WHERE APPLICABLE. ATTACH CURB TO STEEL ANGLES WITH 1/4" x 2.5" HILTI SELF DRILLING SCREWS @ 12" O/C AROUND PERIMETER. FASTENERS MUST START WITH 2" OF THE ENDS OF ALL SIDE OF THE CURB. TYPICAL RTU UNIT MAX WEIGHT = 1,500LBS MAX HEIGHT = 6'-0" STEEL ANGLE FRAME, SEE TYPICAL DETAIL. REQUIRED AT ALL RTU LOCATIONS. GASKET, REFER TO MECHANICAL DRAWINGS. PRE-ENG / PRE-FAB ADJUSTABLE 16 GA ROOF CURB. DECK MUST BE WELDED TO ANGLE FRAME 36-7 (EACH FLUTE TO ANGLE) 4. DESIGN CONNECTIONS FOR THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED", AT THE BOTTOM OF EACH PAGE IN THE "PROPERTIES AND REACTION VALUES", OF PART TWO OF THE LATEST EDITION OF THE A.I.S.C. "MANUAL OF STEEL CONSTRUCTION". 5. ALL BOLTS SHALL BE A MINIMUM OF 3/4" IN DIAMETER, AND BE PROVIDED WITH CURB ATTACHMENT - PLAN VIEW NOTES: 1. CONTRACTOR IS TO PROVIDE FRAME UNDER ALL RTU'S 2. CONTRACTOR MUST CONTACT THE ENGINEER IF UNIT EXCEEDS MAXIMUM HEIGHT AND/OR WEIGHT. CURB ATTACHMENT PARALLEL TO DECK SPAN. NOTES: 1. CONTRACTOR IS TO PROVIDE FRAME UNDER ALL RTUs. 2. CONTRACTOR MUST CONTACT THE ENGINEER IF UNIT EXCEEDS MAXIMUM HEIGHT AND/OR WEIGHT. CURB ATTACHMENT PERPINDICULAR TO DECK SPAN. NOTES: 1. CONTRACTOR IS TO PROVIDE FRAME UNDER ALL RTUs. 2. CONTRACTOR MUST CONTACT THE ENGINEER IF UNIT EXCEEDS MAXIMUM HEIGHT AND/OR WEIGHT. HARDENED WASHERS UNDER THE TURNED ELEMENT (BOLT HEAD OR NUT). 6. ALL CONNECTIONS PERFORMED IN THE FIELD SHALL BE MADE WITH HIGH STRENGTH BOLTS, SLIP-CRITICAL (FRICTION) TYPE. 7. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS MUST CONFORM TO "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 8. ALL WELDING OPERATIONS MUST CONFORM TO THE AMERICAN WELDING SOCIETY CODE, ANS01.1, AND ALL WELDS SHALL BE PERFORMED USING E70XX, U.N.O. WELDS ARE TO BE EQUAL IN STRENGTH TO SIMILAR BOLTED CONNECTIONS. 9. WELDING STRUCTURAL STEEL MEMBERS TO EMBED PLATES IN CONCRETE MUST BE PERFORMED WITH EXTREME CARE. OVERHEATING THE EMBED PLATE DURING THE WELDING PROCESS WILL CAUSE SEVERE DEGRADATION OF THE PERFORMANCE OF THE CONNECTION. WELD IN SHORT, SINGLE PASSES (NO MORE THAN 6" OF LENGTH FOR 1/4" THICK WELD), AND ALLOW AMPLE COOLING-OFF TIME BETWEEN EACH WELD. THICKER WELDS SHOULD BE PERFORMED IN MULTIPLE PASSES, WITH A COOLING-OFF PERIOD FOR EACH PASS. 10. GALVANIZE ALL STEEL MEMBERS EXPOSED TO WEATHER (SUCH AS LINTELS, DOOR JAMBS, ETC.). 11. CUTS, HOLES, COPINGS, AND ALL OTHER MODIFICATIONS REQUIRED TO BE MADE FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS, AND SHALL BE PERFORMED ONLY BY THE SHOP ISSUING SAID DRAWINGS, OR OTHER FACILITY APPROVED BY THE ENGINEER TO PERFORM SAID WORK. HOLES IN STRUCTURAL ELEMENTS SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER. 12. CUTTING, BURNING OF HOLES, OR OTHER MODIFICATIONS TO STEEL MEMBERS IN THE FIELD IS NOT PERMITTED WITHOUT THE EXPLICIT APPROVAL OF THE ENGINEER. 13. STEEL MEMBERS REQUIRED BY OTHER TRADES TO SUPPORT THEIR EQUIPMENT, WHICH ARE NOT ALREADY PRESENT ON THE STRUCTURAL DRAWINGS, SHALL BE PROVIDED BY THE TRADE REQUIRING SUCH WORK. 14. ANY PROPOSED REVISIONS CONTEMPLATED BY THE CONTRACTOR TO THESE STRUCTURAL DETAILS OR ANY ALTERNATIVE DESIGN(S) FOR MODIFYING THE EXISTING STRUCTURAL ROOF SUPPORT SYSTEM FOR ENABLING SUPPORT AND INSTALLATION OF NEW ROOF MOUNTED EQUIPMENT SHALL BE SUBMITTED AS SHOP DRAWINGS AND SHALL BE PREPARED, DESIGNED, AND SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER SHOWING ALL DETAILS AND ALL DESIGN LOAD CALCULATIONS. FULLONE STRUCTURAL GROUP 9600 KOGER BOULEVARD, SUITE #227 ST. PETERSBURG, FLORIDA 33702 PHONE: (727) 577-2222 FAX: (727) 577-2221 EB: # 28152 PROJECT#: 1074-001 Drawn Designed Fullone Structural Group EB: # 28152 Joseph P. Fullone, P.E. FL. PE: # 67563 Signature Date DATE: STRUCTURAL SPECIFICATIONS & SCALE: 3/4" = 1'-0" TYPICAL DETAILS DRAWING No. 11065-13 S-1
EXISTING J-3 EXISTING J-3 EXISTING J-3 EXISTING J-3 EXISTING J-3 EXISTING A-1 EXISTING J-2 EXISTING J-2 EXISTING J-2 EXISTING J-2 EXISTING J-2 EXISTING J-2 EXISTING J-1 EXISTING J-1 EXISTING J-1 EXISTING J-1 EXISTING J-1 EXISTING J-1 RTU-1 MAX WEIGHT= 1,400 LBS NEW ROOF TOP UNIT (RTU) SEE MECHANICAL FOR SIZE AND WEIGHT, SEE TYPICAL DETAILS FOR CONN. OF NEW TO EXISTING ROOF. CENTER UNIT OVER EXISTING MASONRY WALL, AS SHOWN. NEW ROOF TOP UNIT (RTU) SEE MECHANICAL FOR SIZE AND WEIGHT, SEE TYPICAL DETAILS FOR CONN. OF NEW TO EXISTING ROOF. CENTER UNIT OVER EXISTING MASONRY WALL, AS SHOWN. RTU-3 MAX WEIGHT= 1,300 LBS RTU-2 MAX WEIGHT= 1,400 LBS EXISTING J-6 EXISTING J-5 EXISTING J-4 EXISTING J-6 EXISTING J-5 EXISTING J-4 EXISTING J-5 EXISTING J-4 EXISTING J-6 FULLONE STRUCTURAL GROUP 9600 KOGER BOULEVARD, SUITE #227 ST. PETERSBURG, FLORIDA 33702 PHONE: (727) 577-2222 FAX: (727) 577-2221 EB: # 28152 PROJECT#: 1074-001 Drawn Designed Fullone Structural Group EB: # 28152 Joseph P. Fullone, P.E. FL. PE: # 67563 Signature Date DATE: NEW RTU LOCATION / SCALE: 1/4" = 1'-0" EXISTING ROOF FRAMING PLAN DRAWING No. 11065-14 S-2