GENERAL NOTES SEISMIC DESIGN DATA REINFORCING STEEL ...

GENERAL NOTES1. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR

ANCHORS, INSERTS, REGLETS AND EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS.

2. CONTRACTOR TO VERFIY ALL EXISTING DIMENSIONS, ELEVATIONS, CONCRETE THICKNESSES AND CONCRETE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF CONSTRUCTED ELEMENTS PREVENT THE CONTRACTOR FROM PERFORMING WORK AS SHOWN IN THE CONSTRUCTION DOCUMENTS, THE ENGINEER OF RECORD SHALL BE NOTIFED (IN WRITING). NO WORK SHALL BE PERFORMED PRIOR TO THE ENGINEER OF RECORD’S REVIEW OF THE EXISTING CONDITION(S) AND ALLOWED THE OPPORTUNITY TO PROVIDE AN AGREED UPON SOLUTION. ANY WORK PERFORMED PRIOR TO THE ISSUANCE OF THE ENGINEERED SOLUTION WILL BE AT THE CONTRACTOR’S RISK AND IS SUBJECT TO REMOVAL AT THE EXPENSE OF THE CONTRACTOR.

3. CONTRACTOR IS TO VERIFY MECHANICAL LOADINGS AND LOCATIONS. NOTIFY ARCHITECT IF WEIGHTS AND LOCATIONS OF MECHANICAL UNITS DIFFER FROM THOSE SHOWN ON PLAN.

4. PRINCIPAL OPENINGS ARE INDICATED ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SLEEVES, BLOCKOUTS AND CURBS.

5. CONCRETE TRUCKS, CRANES, OR OTHER CONSTRUCTION VEHICLES WITH A WHEEL LOAD GREATER THAN 1000 POUNDS ACTING ON AN AREA NOT LESS THAN 4.5 INCHES SQUARE SHALL NOT BE PERMITTED ON THE STRUCTURAL SLAB WITHOUT PRIOR WRITTEN AGREEMENT OF THE ARCHITECT/ENGINEER. EQUIPMENT EXCEEDING THE ABOVE REFERENCED LOADING SHALL BE EVALUATED ACCORDING TO NOTE 9 BELOW.

6. STATIONARY CONSTRUCTION EQUIPMENT AND MATERIALS ARE TO BE EVENLY DISTIBUTED IF PLACED ON STRUCTURAL FLOOR FRAMING/SLABS OR ROOF FRAMING/DECK. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT OBTAINED DESIGN STRENGTH.

7. THERE SHALL BE NO DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS UNLESS APPROVED BY THE ENGINEER OF RECORD. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE OR ANY PART OF THE STRUCTURE SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER OF RECORD FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED FOR REVIEW DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING SUGGESTED.

8. THE OWNER HAS OBTAINED A GEOTECHNICAL REPORT TITLED MAE PROJECT NO. 0180-0001 DATED JULY 31, 2017 AND IT IS APPENDED AS PART OF THE BID DOCUMENTS FOR INFORMATION ONLY. NEITHER THE OWNER NOR THE CONSULTANTS WARRANT THE ACCURACY OR THE COMPLETENESS OF THE REPORT. IN SUBMITTING A TENDER, THE BIDDER ACKNOWLEDGES AND REPRESENTS THAT IT HAS REVIEWED THE REPORT AND HAS MADE ITS’ OWN INDEPENDENT ASSESSMENT OF THE CONDITIONS OF THE SITE AND THE REQUIREMENTS OF THE WORK AND THAT IT IS SOLELY RESPONSIBLE FOR DECISIONS PERTAINING TO IMPLEMENTATION OF THE GEOTECHNICAL RECOMMENDATIONS.

CODES1. BUILDING CODE: INTERNATIONAL BUILDING CODE 2015.

2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE ACI 318-14.

3. CONCRETE MASONRY: BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, AMERICAN CONCRETE INSTITUTE, ACI 530/530.1-13/ASCE 5-08/TMS 402-08.

4. BRICK MASONRY: RECOMMENDED PRACTICE FOR ENGINEERED BRICK MASONRY, BRICK INSTITUTE OF AMERICA, 1969.

5. STRUCTURAL STEEL: AISC STEEL CONSTRUCTION MANUAL - FOURTEENTH EDITION.

DESIGN LIVE LOADS1. MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE LATEST EDITION OF

THE INTERNATIONAL BUILDING CODE (IBC). DESIGN LOADS ARE (IN PSF):ROOF..................................................................................................20

• MECHANICAL AREA .........................................................................150• EQUIPMENT AREAS..........................................................................150 (SLAB ON GRADE)

WIND DESIGN DATA1. THE FOLLOWING WIND LOAD DATA WAS USED IN THE DESIGN OF THE STRUCTURE:

BASIC WIND SPEED (3 SECOND GUST)................................. 135 MPHEXPOSURE CATEGORY............................................................BINTERNAL PRESSURE COEFFICIENT.....................................+/- 0.18RISK CATEGORY........................................................................IV

2. COMPONENTS AND CLADDING AT EXTERIOR WALLS: (ASD)WITHIN 5 FEET OF BUILDING CORNER ............................... + 32.5 PSFAWAY FROM BUILDING CORNERS......................................... + 40 PSF

3. COMPONENTS AND CLADDING AT ROOF: SEE UPLIFT DIAGRAM ON SHEET S021.

SEISMIC DESIGN DATA1. THE FOLLOWING SEISMIC DESIGN DATA WAS USED IN THE DESIGN OF THE

STRUCTURE:BUILDING RISK CATEGORY..................................................... IV (TABLE 1.5-1)SEISMIC IMPORTANCE FACTOR (Ie).......................................1.5 (TABLE 1.5-2)SPECTRAL RESPONSE ACCELERATION (Ss)....................... .113 gSPECTRAL RESPONSE ACCELERATION (S1)....................... .060 gSEISMIC SITE CLASS................................................................ D (DEFAULT)SPECTRAL RESPONSE COEFFICIENT (Sds)......................... .120 gSPECTRAL RESPONSE COEFFICIENT (Sd1)......................... .096 gSEISMIC DESIGN CATEGORY..................................................C (TABLE 11.6-2)

2. BASIC SEISMIC RESISTING FORCE SYSTEM: MASONRY SHEAR WALLSRESPONSE MODIFICATION FACTOR (R)............................... 2

• SEISMIC RESPONSE COEFFICIENT (Cs)............................... 0.09DESIGN BASE SHEAR............................................................... 6 kipsANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

CONCRETE1. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:

28 DAY STRENGTH....................................................... 4,000 PSIAGGREGATE TYPE....................................................... ASTM C33AGGREGATE SIZE........................................................ 1 INCH MAXIMUMSLUMP............................................................................ 4-6 INCHESWATER / CEMENTITIOUS RATIO.................................0.50ALLOWABLE FLY ASH REPLACEMENT......................20%AIR ENTRAINMENT....................................................... NONEACI 318 EXPOSURE CLASSES.................................... F0, S0, P0, C0

2. HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS SHALL BE PERMITTED ONLY WHERE INDICATED ON THE DRAWINGS. ALL VERTICAL CONSTRUCTION JOINTS SHALL BE MADE AT THIRD POINTS IN ACCORDANCE WITH TYPICAL DETAILS. CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS FOR CONSTRUCTION JOINTS NOT SHOWN ON DRAWINGS FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. ADDITIONAL CONSTRUCTION JOINTS MAY REQUIRE ADDITIONAL REINFORCING AS SPECIFIED BY THE ENGINEER WHICH SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

3. ROUGHEN THE SURFACE OF ALL CONSTRUCTION JOINTS SO THAT THE AGGREGATE IS EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES OR DAMAGED CONCRETE.

4. ALL CONCRETE SHALL BE DESIGNED, MIXED TRANSPORTED, AND PLACED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE.

5. CONTINUOUS WATERSTOP ARE TO BE USED AT JOINTS WHERE DETAILED AND AT OTHER CONSTRUCTION JOINTS IN CONCRETE ELEMENTS BELOW FINISH GRADE.

6. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL MEET THE REQUIREMENTS OF ACI 318-11 SECTION 6.3 (OR ACI 318-14 SECTION 20.7 AND 26.8), INCLUDING THE FOLLOWING:

A. CONDUITS, PIPES AND SLEEVES SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER.

SLAB SUBGRADE PREPARATION1. SUBGRADE PREPARATION WITHIN THE BUILDING AREA SHALL BE PER GEOTECHNICAL

REPORT. THIS WORK IS TO BE PERFORMED AS DIRECTED BY THE OWNER'S SOILS TESTING LAB. OBSERVATION REPORTS AND TEST REPORTS OF THE SOIL COMPACTION ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER TO VERIFY THE WORK IS IN GENERAL CONFORMANCE PRIOR TO PLACEMENT OF CONCRETE.

2. TOP SOIL AND VEGETATION IS TO BE STRIPPED TO DEPTHS ENCOUNTERED AND AS DIRECTED BY THE OWNER’S SOILS TESTING LAB PRIOR TO DRILLING PIERS, REFER TO SOIL REPORT FOR SITE PREPARATION.

3. VAPOR RETARDER UNDER SLABS CAST ON GRADE, UNLESS OTHERWISE NOTED.

4. TEMPORARY GROUNDWATER CONTROL MEASRUES WILL BE REQUIRED. THE CONTRACTOR SHALL DETERMINE THE BEST METHOD OF MAINTAINING THE GROUNDWATER TABLE AT LEAST 2 FEET BELOW THE BOTTOM OF THE COMPACTED SOIL SURFACE.

5. ALL DEWATERING ACTIVIITES SHALL BE IN FULL COMPLIANCE WITH THE STATE OF FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION (FDEP).

REINFORCING STEEL1. DEFORMED BAR CONCRETE REINFORCEMENT FOR STRUCTURES IS TO CONFORM

TO ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.

2. ELECTRICALLY-WELDED WIRE FABRIC OF COLD-DRAWN WIRE SHALL CONFORM TO ASTM A1064 (70,000 PSI) UNLESS OTHERWISE NOTED.

3. REINFORCEMENT IS TO BE DESIGNED AND DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" AND THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" (ACI 315).

4. ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED. FOREIGN STEEL SHALL NOT BE UTILIZED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. THE APPROVAL PROCESS SHALL TAKE PLACE DURING BIDDING TIME. ANY REQUEST TO UTILIZE FOREIGN STEEL MADE AFTER BIDDING SHALL BE REJECTED.

5. REINFORCEMENT BAR BENDS ARE TO BE MADE COLD.

6. WELDING OF REINFORCING STEEL IS NOT PERMITTED.

7. DEFORMED BAR ANCHORS (DBA’S) SHALL BE WELDED BY A METHOD IN WHICH THE CONNECTION CAN DEVELOP THE FULL TENSION AND SHEAR CAPACITY OF THE BAR.

8. REINFORCEMENT IS TO BE SUPPORTED ON CHAIRS PROVIDING THE FOLLOWING MINIMUM CONCRETE COVER:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.......... 3 IN

8. UNLESS OTHERWISE DETAILED HOOKS ARE TO BE ACI STANDARD 90-DEGREE HOOKS.

9. MINIMUM LAP OF WELDED WIRE FABRIC IS TO BE 6" OR ONE MESH AND ONE-HALF, WHICHEVER IS GREATER.

STRUCTURAL STEEL1. STRUCTURAL STEEL IS TO CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS,

AND IS TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS:

STEEL WIDE FLANGE SECTIONS: ASTM A992 OR ASTM A572 - GRADE 50MISCELLANEOUS STEEL SECTIONS: ASTM A36HOLLOW STEEL SECTIONS: ASTM A500, GRADE BSTEEL PIPE SECTIONS: ASTM A53, GRADE B

2. ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED. FOREIGN STEEL SHALL NOT BE UTILIZED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. THE APPROVAL PROCESS SHALL TAKE PLACE DURING BIDDING TIME. ANY REQUEST TO UTILIZE FOREIGN STEEL MADE AFTER BIDDING SHALL BE REJECTED.

3. CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM A325 OR A490, UNLESS OTHERWISE NOTED. STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS SPECIFIED ON S501.

4. WELDING IS TO CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY AND THE AISC, AND IS TO BE PERFORMED ONLY BY CERTIFIED WELDERS.

5. STRUCTURAL STEEL, MISCELLANEOUS METAL, AND EMBEDS EXPOSED TO THE EXTERIOR ARE TO BE HOT DIP GALVANIZED AFTER FABRICATION, EXCEPT AS NOTED ON THE DRAWINGS.

6. STRUCTURAL STEEL IS TO BE PREPARED AND PRIMED ACCORDING TO THE PROJECT SPECIFICATIONS.

7. EMBED PLATES TO BE INSTALLED IN THE FOUNDATION AND/OR SLAB SHALL BE SUBMITTED FOR REVIEW WITH THE ANCHOR BOLTS.

8. HEADED STUDS SHALL BE WELDED TO EMBED PLATES BY A METHOD IN WHICH THE CONNECTION CAN DEVELOP THE FULL TENSION AND SHEAR CAPACITY OF THE STUD.

9. IN ADDITION TO THE STEEL INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL INCLUDE THREE (3) PERCENT OF TOTAL TONNAGE OF FABRICATED STEEL (INCLUDING ERECTION IN FORM OF SHAPES, PLATES, ETC.) DURING THE PROCESS OF WORK AS MAY BE DIRECTED BY THE ARCHITECT/ENGINEER OF RECORD. IF STEEL IS NOT USED DURING THE COURSE OF THE PROJECT, OWNER IS TO RECEIVE A CREDIT FOR THE PORTION NOT USED.

STEEL DECKING1. ROOF DECK SHALL BE CONTINUOUS OVER FOUR OR MORE SUPPORTS. AT

LOCATIONS WHERE SINGLE OR DOUBLE SPAN CONDITIONS OCCUR, THE CONTRACTOR SHALL EITHER SHORE THE DECK, OR ADJUST THE GAGE THICKNESS OF THE DECK IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS. DECK SHALL BE DESIGNED TO PROVIDE EQUIVALENT OR GREATER LOAD CAPACITY AS THE SPECIFIED DECK SUPPORT OVER FOUR SUPPORTS.

2. METAL ROOF DECK SHALL BE CONNECTED TO STRUCTURAL SUBSTRATE WITH WELDS PROVIDING A CAPACITY MEETING THE UPLIFT DIAGRAM SHOWN ON SHEET S021 AND A DIAPHRAGM SHEAR CAPACITY OF 300 PLF UNLESS OTHERWISE NOTED ON PLAN. MINIMUM WELDS AND SIDELAPS ARE THE FOLLOWING:

TYPE B ROOF DECK: 36/5/4

3. PUDDLE WELDS SHALL BE 5/8 INCH DIAMETER. ALL WELDS SHALL BE MADE WITH E70 ELECTRODES. WELD WASHERS SHALL BE USED ON ALL DECK UNITS LESS THAN 22 GAGE. METAL AROUND WELDS SHALL BE COMPLETELY INTACT AFTER WELDING. POWDER-ACTUATED FASTENERS SHALL BE HILTI X-HSN24 (1/8" ≤ tf ≤ 3/8"), X-ENP19 (tf ≥ 1/4").

SIDELAP CONNECTIONS SHALL BE #10 TEK SCREWSSIDELAP CONNECTIONS SHALL BE HILTIS-SLC

4. AN INSPECTION REPORT PER SDI AND AWS REQUIREMENTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD.

5. DO NOT SUSPEND LIGHT FIXTURES, CEILINGS, DUCTS OR OTHER UTILITIES FROM THE STEEL DECK UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

ANGLE SIZE

1 - L4 X 3 1/2 X 5/16 TO 5'-0"

LOOSE ANGLE LINTEL SCHEDULENON BEARING MASONRY WALLS

OPENING

ONE ANGLE REQUIRED FOR EVERY 4" OF WALL THICKNESS. END BEARING 4 1/2" MIN OR 1"PER FOOT OF OPENING. LONG LEG OF ANGLE VERTICAL. ANGLES WELDED BACK TO BACK.ALL EXTERIOR LINTELS TO BE HOT DIPPED GALVANIZED

1 - L5 X 3 1/2 X 5/16 5'-0" TO 7'-0"

1 - L6 X 3 1/2 X 3/8 7'-0" TO 10'-0"

FOR 10" CMU - HORIZONTAL LEGS = 4" MIN. (2X)

5' MA

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C8X1.5

C8X1.5

C8X1

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C8X1

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STEE

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PLAN

STEE

L MEM

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PLAN

1 2 3 4 5 6 7 8

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B

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The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

ORIGINAL SHEET - ARCH D

PRELIMINARYNOT FOR CONSTRUCTION

Not for permits, pricing or other official purposes.This document has not been completed or checked and

is for general information or comment only.

www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT

BY DATE APPROVEDNO. REVISIONS TO DRAWING

NONE

FINAL OWNER REVIEW 2018.01.3101

1/31

/201

8 2:

4 5:1

7 PM

As indicated

JEA Ft. Caroline Control House Expansion

JEA

GENERAL NOTES, SYMBOLS, ANDABBREVIATIONS

S001

198802567

JACKSONVILLE, FL

Stantec Architecture Inc.650 Smithfield Street Suite 2500Pittsburgh, PA 15222-3900Tel: (412) 394-7000 / Fax: (412) 394-7880

ROOF DECK TYPE “B” 1.5 WIDE RIB 20 0.234 0.212 33 GALVANIZED G60

STEEL DECK TYPE DEPTH(IN) PROFILE GAGE

MIN SECTIONMODULUS

(IN^3)

MIN MOMENTOF INERTIA

(IN^4)

MIN YIELDSTRENGTH

(KSI)FINISH

STEEL DECKING TYPE PROPERTIES

HK HOOKHI HIGH WWF WELDED-WIRE FABRICHC HOLLOW CORE WT WEIGHTH, HORIZ HORIZONTAL WP WORKING POINTGLULAM GLUED-LAMINATED BEAM WD WOODGC GENERAL CONTRACTOR WBBP WIND BRACE BASEPLATEGB GRADE BEAM WB WIND BRACEGALV GALVANIZED W/ WITHGA GAGE VER VERIFYFy YIELD STRESS V, VERT VERTICALFV FIELD VERIFY UNO UNLESS NOTED OTHERWISEFTG FOOTING TYP TYPICALFT FEET TOW TOP OF WALLFOM FACE OF MASONRY TOSC TOP OF STRUCTURAL CONCRETEFOC FACE OF CONCRETE TOS TOP OF STEELFOA FACE OF ANGLE TOM TOP OF MASONRYFND FOUNDATION TOGB TOP OF GRADE BEAMFF EL FINISH FLOOR ELEVATION TOC TOP OF CURB, TOP OF CONCRETEFD FLOOR DRAIN TOB TOP OF BLOCKINGEXT EXTERIOR TL TOTAL LOADEXP EXPANSION TEMP TEMPERATURE, TEMPORARYEXIST EXISTING T&B TOP AND BOTTOMEW EACH WAY STRUCT STRUCTURE, STRUCTURALES EACH SIDE STL STEELEQUIP EQUIPMENT STIFF STIFFENEREQ SPA EQUAL SPACE STD STANDARDEQ EQUAL SS STAINLESS STEELEOS EDGE OF SLAB SQ SQUAREEOF EDGE OF FOUNDATION SPEC SPECIFICATION(S)EOD EDGE OF DECK SPA SPACESELEV ELEVATOR SIM SIMILAREL, ELEV ELEVATION SHT SHEETEJ EXPANSION JOINT SF SQUARE FEETEF EACH FACE SCJ SAWN CONTROL JOINTEA EACH SCHED SCHEDULE(D)DWL DOWEL SC SLIP CRITICALDWG DRAWING REQMTS REQUIREMENTSDTL DETAIL REQD REQUIREDDN DOWN REM REMAINDERDL DEAD LOAD REINF REINFORCED, REINFORCEMENTDIM DIMENSION REF REFER, REFERENCEDIAG DIAGONAL R RADIUSDET, DTL DETAIL PSI POUNDS PER SQUARE INCHDEFL DEFLECTION PSF POUNDS PER SQUARE FOOTDEF DEFORMED, DEFINITION PLYWD PLYWOODDBL DOUBLE PL PLATEDBA DEFORMED BAR ANCHOR PC PRECASTD, DIA DIAMETER OPP OPPOSITECWI CERTIFIED WELDING INSPECTOR OPNG OPENINGCTR CENTERED OH OPPOSITE HANDCOORD COORDINATE OC ON CENTERCONT CONTINUOUS NWC NORMAL WEIGHT CONCRETECONNX CONNECTION NTS NOT TO SCALECOND CONDITION N NORTHCONC CONCRETE MTL METALCOL COLUMN MO MASONRY OPENINGCMU CONCRETE MASONRY UNIT MISC MISCELLANEOUSCLG CEILING MIN MINIMUM, MINUTECLR CLEAR MID MIDDLECL CENTERLINE MFR MANUFACTURERCJP COMPLETE JOINT PENETRATION MEZZ MEZZANINECJ CONTROL JOINT MEP MECHANICAL, ELECTRICAL, PLUMBINGCFMF COLD-FORMED METAL FRAMING MECH'L MECHANICALCB CASTELLATED BEAM MCJ MASONRY CONTROL JOINTBTWN BETWEEN MC MOMENT CONNECTIONBRG BEARING MAX MAXIMUMBOTT BOTTOM LT WT LIGHTWEIGHTBOS BOTTOM OF STEEL LO LOWBOD BOTTOM OF DECK LLV LONG LEG VERTICALBOB BOTTOM OF BEAM LLH LONG LEG HORIZONTALBM BEAM LL LIVE LOADBLKG BLOCKING LG LENGTHBLDG BUILDING LF LINEAR FOOTBL BRICKLEDGE LB POUND, CELLULAR BEAMBFF BELOW FINISH FLOOR L ANGLE, ANGLE SHAPEARCH, ARCH'L ARCHITECT, ARCHITECTURAL KB KNEE BRACEALT ALTERNATE K KIP(S)AFG ABOVE FINISH GRADE JT JOINTAFF ABOVE FINISH FLOOR JST JOISTADDTL ADDITIONAL INT INTERIORAB ANCHOR BOLT INFO INFORMATION@ AT HSS HOLLOW STRUCTURAL SECTION& AND HORIZ HORIZONTAL

STRUCTURAL ABBREVIATIONS STRUCTURAL ABBREVIATIONS

1/2" = 1'-0"S0017 TYPICAL FRAMING @ ROOF OPENING

A

POST-INSTALLED ANCHORS1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE

CONSTRUCTION DOCUMENTS.

2. INSTALLER TRAINING: CONDUCT A THOROUGH TRAINING WITH THE MANUFACTURER OR THE MANUFACTURER'S REPRESENTATIVE FOR THE PROJECT WHICH POST-INSTALLED COMPONENTS ARE SPECIFIED/APPROVED. TRAINING IS TO CONSIST OF A REVIEW OF THE COMPLETE INSTALLATION PROCESS FOR DRILLED-IN-ANCHORS. COPIES OF TRAINING CERTIFICATES MUST BE SUBMITTED TO THE ENGINEER OF RECORD.

3. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

4. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR.

5. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS. CONTACT MANUFACTURER’S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY.

6. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING CODE.

7. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER OF RECORD.

8. CONCRETE ANCHORS:A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC01 OR AC106. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:• SIMPSON STRONG-TIE “TITEN-HD” &

“TITEN-HD ROD HANGER”...............................................................ICC-ES ESR-2713• SIMPSON STRONG-TIE “STRONG-BOLT 2”.................................. ICC-ES ESR-3037• SIMPSON STRONG-TIE “TORQ-CUT.............................................. ICC-ES ESR-2705• DEWALT/POWERS “POWER-STUD+ SD2".................................... ICC-ES ESR-2502• DEWALT/POWERS “POWER-STUD+ SD1".................................... ICC-ES ESR-2818• DEWALT/POWERS “POWER BOLT +”............................................ ICC-ES ESR-3260• DEWALT/POWERS “WEDGE-BOLT+”............................................. ICC-ES ESR-2526• DEWALT/POWERS “VERTIGO+”..................................................... ICC-ES ESR-2989• DEWALT/POWERS “ATOMIC+ UNDERCUT”.................................. ICC-ES ESR-3067• DEWALT/POWERS “SNAKE+"......................................................... ICC-ES ESR-2272• HILTI “HDA”........................................................................................ ICC-ES ESR-1546• HILTI “HSL-3”..................................................................................... ICC-ES ESR-1545• HILTI “KWIK BOLT TZ”...................................................................... ICC-ES ESR-1917• HILTI “KWIK BOLT 3”.........................................................................ICC-ES ESR-2302• RED HEAD “TRUBOLT”.....................................................................ICC-ES ESR-2251• HILTI “KWIK HUS-EZ & EZ-1”........................................................... ICC-ES ESR-3027• RED HEAD “TRUBOLT +”................................................................. ICC-ES ESR-2427

B. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE-APPROVED ADHESIVE ANCHORS INCLUDE:• SIMPSON STRONG-TIE “SET-XP"...................................................ICC-ES ESR 2508• POWERS “PE1000+”......................................................................... ICC-ES ESR-2583• DEWALT/POWERS “AC100+ GOLD”............................................... ICC-ES ESR-2582• DEWALT/POWERS "PURE 11+"...................................................... ICC-ES ESR-3298• HILTI “HIT-HY 200”............................................................................ ICC-ES ESR-3187• HILTI “HIT-RE 500-SD”...................................................................... ICC-ES ESR-2322• RED HEAD “EPCON G5”...................................................................ICC ES ESR-1137• HILTI HIT HY200 "SAFE SET"

C. POWDER ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC70. PRE-APPROVED POWDER ACTUATED FASTENERS INCLUDE:• SIMPSON STRONG-TIE “POWER-DRIVEN FASTENERS”............ ICC-ES ESR-2138• DEWALT/POWERS “POWER DRIVEN FASTENERS”.................... ICC-ES ESR-1995• DEWALT/POWERS “TRAK-IT C5 FASTENERS”............................. ICC-ES ESR-3275• HILTI LOW-VELOCITY "X-U IS UNIVERSAL POWDER

DRIVEN FASTENERS"...................................................................... ICC-ES ESR-2269• HILTI LOW-VELOCITY "POWDER DRIVEN FASTENER".............. ICC-ES ESR-1669• HILTI LOW-VELOCITY "POWDER DRIVEN FASTENER".............. ICC-ES ESR-1752

9. MASONRY ANCHORS-(SOLID GROUTED CONCRETE MASONRY):A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:• SIMPSON STRONG-TIE “TITEN-HD"............................................... ICC-ES ESR-1056• SIMPSON STRONG-TIE “STRONG-BOLT 2”.................................. IAPMO-ES ER-0240• SIMPSON STRONG-TIE “WEDGE-ALL”.......................................... ICC-ES ESR-1396• POWERS “POWER-STUD+ SD1”..................................................... ICC-ES ESR-2966• POWERS “WEDGE-BOLT+”..............................................................ICC-ES ESR-1678• HILTI “KWIK BOLT 3”.........................................................................ICC-ES ESR-1385• HILTI "KWIK HUS-EZ (KH-EZ) CARBON

STEEL SCREW ANCHOR"............................................................... ICC-ES ESR-3056B. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ICC-ES AC58. PRE-APPROVED ADHESIVE ANCHORS INCLUDE:• SIMPSON STRONG-TIE “SET”......................................................... ICC-ES ESR-1772• HILTI “HIT-HY 70”.............................................................................. ICC-ES ESR-3342• DEWALT/POWERS "AC100+GOLD................................................. ICC-ES ESR-3200

STRUCTURAL TESTING AND INSPECTIONS1. EARTHWORK:

UNLESS NOTED OTHERWISE BY THE OWNER OR ARCHITECT, THE GENERAL CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER OR OTHER AUTHORIZED INSPECTOR DURING EARTHWORK OPERATIONS, AND KEEP A COMPETENT TRAINED TECHNICIAN ASSIGNED TO THE PROJECT ON SITE DURING OPERATIONS. SERVICES PROVIDED SHALL INCLUDE:A. OBSERVE STRIPPING OPERATIONS AND EVALUATE THE REQUIRED STRIPPING

DEPTH DURING THESE OPERATIONS.B. OBSERVE PROOFROLLING OPERATIONS AFTER SITE STRIPPING AND DETERMINE IF

ANY SOFT SPOTS NEED TO BE UNDERCUT TO FIRM SOILS, REPLACED WITH SELECT FILL AND RECOMPACTED.

C. VERIFY THAT THE SUBGRADE IS SCARIFIED, MOISTURE CONDITIONED, AND LIME STABILIZED (IF REQUIRED) PER THE EARTHWORK NOTES.

D. THE SELECT FILL PAD MATERIAL SHALL BE TESTED FOR ACCEPTABILITY AND A MOISTURE DENSITY CURVE SHALL BE ESTABLISHED. SELECT FILL MATERIAL SHALL BE AS INDICATED ON THE EARTHWORK NOTES.

E. VERIFY THAT THE SELECT FILL IS PLACED IN EIGHT INCH LOOSE LIFTS AND COMPACTED PER THE EARTHWORK NOTES.

F. SELECT FILL MATERIAL SHALL BE TESTED DURING PLACEMENT OF EACH LIFT FOR THE ATTERBERG LIMITS IN ACCORDANCE WITH ASTM D4318-98 METHOD B "STANDARD TEST METHOD FOR LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS" TO VERIFY THAT THE SELECT FILL MATERIAL IS IN ACCORDANCE WITH THE ORIGINALLY APPROVED SELECT FILL MATERIAL. PROVIDE TESTS PER THE EARTHWORK NOTES.

G. PROVIDE FIELD MOISTURE TESTS FOR THE FULL DEPTH OF THE PAD PER THE EARTHWORK NOTES.

H. OBSERVE THE EXCAVATION DAILY AND ENSURE THAT THE CONTRACTOR MAINTAINS A CLEAN EXCAVATION THAT IS FREE OF WATER 100% OF THE TIME. CONTRACTOR SHALL PROVIDE PUMPS AS REQUIRED TO REMOVE WATER AT ALL TIMES.

I. OBSERVE GRADING OPERATIONS TO ENSURE THAT PROPER DRAINAGE AWAY FROM THE BUILDING PAD IS PROVIDED.

2. CONCRETE:A. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR ENGINEER AND OWNER'S

TESTING LABORATORY REVIEW AND APPROVAL A MINIMUM OF 7 DAYS PRIOR TO THE START OF THE WORK, PRIOR TO THE PLACEMENT OF CONCRETE. MIX DESIGNS MUST INDICATE CONFORMANCE WITH ACI 318 (LATEST EDITION).

B. AT THE POINT OF DISCHARGE SLUMP TESTS, CONFORMING TO ASTM C143, SHALL BE TAKEN. SEE CONCRETE NOTE NO. 3E BELOW FOR RATE OF TESTS.

C. AIR CONTENT TESTS CONFORMING TO ASTM C173 (VOLUMETRIC METHOD FOR LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE; ASTM C231 PRESSURE METHOD FOR NORMAL WEIGHT CONCRETE) SHALL BE TAKEN FOR EACH DAY'S POUR FOR ALL TYPES OF AIR-ENTRAINED CONCRETE BEING USED.

D. CONCRETE TEMPERATURE SHALL BE TESTED HOURLY WHEN THE AIR TEMPERATURE IS 40 DEG F AND BELOW, 80 DEG F AND ABOVE AND EACH TIME A SET OF COMPRESSION TEST SPECIMENS ARE MADE.

E. ONE SET OF FOUR COMPRESSION TEST SPECIMENS CONFORMING TO ASTM C31 SHALL BE MOLDED AND STORED FOR LABORATORY-CURED SPECIMENS. COMPRESSIVE STRENGTH TESTS SHALL CONFORM TO ASTM C39 AND SHALL CONSIST OF ONE SET FOR EACH DAY'S POUR EXCEEDING 5 CU. YDS. PLUS ADDITIONAL SETS FOR EACH 50 CU. YDS. MORE THAN THE FIRST 25 CU. YDS OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY. ONE SPECIMEN SHALL BE TESTED AT 7 DAYS, TWO SPECIMENS SHALL BE TESTED AT 28 DAYS, AND ONE SPECIMEN SHALL BE RETAINED FOR LATER TESTING AS REQUIRED.

F. VERIFY THAT POST INSTALLED ANCHORS ARE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS.

3. STRUCTURAL STEEL:A. WELDERS SHALL BE AISC CERTIFIED FOR THE WELD TYPES ON THE PROJECT.

CONDUCT INSPECTIONS AND TESTS AS REQUIRED. DEFECTS, INCLUDING LOCATIONS, SHALL BE RECORDED ALONG WITH THE WORK REQUIRED TO CORRECT THE DEFECTS.

B. 100% OF ALL FILLET WELDS SHALL BE VISUALLY INSPECTED.C. 100% OF ALL FULL PENETRATION WELDS SHALL BE VISUALLY INSPECTED. 30% OF

ALL FULL PENETRATION WELDS SHALL BE TESTED BY ONE OF THE FOLLOWING METHODS: LIQUID PENETRANT INSPECTION (ASTM E165) MAGNETIC PARTICLE INSPECTION (ASTM E709; PERFORMED ON THE ROOT PASS AND ON THE FINISHED WELD; CRACKS AND ZONES OF INCOMPLETE FUSION OR PENETRATION IS NOT ACCEPTABLE) RADIOGRAPHIC INSPECTION (ASTM E94 AND ASTM E142; MINIMUM QUALITY LEVEL OF "2-2T") ULTRASONIC INSPECTION (ASTM E164) IF THE FAILURE RATE IS 20% OR GREATER, 100% OF THE WELDS SHALL BE TESTED AT THE CONTRACTOR'S EXPENSE UNTIL FAILURE RATE FALLS BELOW 20%.

D. ANY WELDS THAT FAIL MUST BE REWELDED AND RETESTED UNTIL THEY PASS THE TEST. TWO ADDITIONAL WELDS SHALL BE TESTED, AT THE CONTRACTOR'S EXPENSE, FOR EVERY WELD THAT FAILS.

E. VISUALLY INSPECT WELDS ON 100% OF ALL STUDS AND TEST 10% BY THE METHOD DESCRIBED BELOW IN COMPLIANCE WITH AWS D1.1: HEADED STUDS SHALL BE TESTED BY ALTERNATELY BENDING 30 DEG. IN OPPOSITE DIRECTIONS FROM ITS ORIGINAL AXIS BY EITHER STRIKING THE STUDS WITH A HAMMER ON THE UNWELDED END OR PLACING A PIPE OR OTHER SUITABLE HOLLOW DEVICE OVER THE STUD AND BENDING THE STUD. IF THE FAILURE RATE IS 10% OR GREATER, TEST 100% OF ALL STUDS AT CONTRACTOR'S EXPENSE UNTIL THE FAILURE RATE FALLS BELOW 10%. IF A VISUAL INSPECTION REVEALS ANY STUD THAT DOES NOT SHOW A FULL 360 DEGREE FLASH (AS DEFINED IN AWS D1.1) OR THAT HAS BEEN REPAIRED BY WELDING, SUCH STUD SHALL BE BENT TO AN ANGLE OF APPROXIMATELY 15 DEGREE FROM ITS ORIGINAL AXIS. THE DIRECTION OF BENDING FOR STUDS WITH LESS THAN 360 DEGREE FLASH SHALL BE OPPOSITE TO THE MISSING PORTION OF FLASH.

F. ALL FULL PENETRATION WELDS AT MOMENT CONNECTIONS REQUIRING TESTING SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY USING NON-DESTRUCTIVE TESTING METHODS, AS DESCRIBED IN AWS D1.1. FOR SHOP WELDS, CERTIFICATION SHALL BE SUBMITTED PRIOR TO SHIPPING TO THE JOB SITE. FOR FIELD WELDS, CERTIFICATION SHALL BE SUBMITTED PRIOR FLOOR DECK INSTALLATION AND CONCRETE PLACEMENT AND PRIOR TO COVERING CONNECTIONS WITH FIREPROOFING OR ARCHITECTURAL FINISHES.

G. BOLTS SHALL BE VISUALLY INSPECTED WHEN TWIST-OFF SPLINES ARE USED. OTHERWISE, BOLTS SHALL BE SNUG TIGHT. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. AT BRACES AND MOMENT CONNECTIONS, BOLTS SHALL BE TIGHTENED AS REQUIRED BY THE LOAD INDICATING WASHERS OR TENSION BOLTS.

6. SPECIAL INSPECTIONS:SPECIAL INSPECTION WORK AND THE FINAL LETTER OF COMPLIANCE HAVE NOT BEEN INCLUDED IN THE STRUCTURAL ENGINEER'S SCOPE OF SERVICES. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF THE SPECIAL INSPECTOR AND THE TESTING LABORATORY. SPECIAL INSPECTIONS CAN BE PROVIDED BY AN INDEPENDENT SPECIAL INSPECTOR WHO IS APPROVED BY THE BUILDING AUTHORITY OR THE ENGINEER OF RECORD. THE SPECIAL INSPECTION WORK DOES NOT INCLUDE THE TESTING LABORATORY SERVICES AS CALLED FOR ON THE DRAWINGS. ARRANGEMENTS FOR SPECIAL INSPECTIONS SHOULD BE MADE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE OWNER IF SPECIAL INSPECTIONS ARE REQUIRED ON THE APPROVED PERMIT DRAWINGS AND FOR NOTIFYING THE TESTING LABORATORY AND SPECIAL INSPECTOR IN A TIMELY MANNER BEFORE CONSTRUCTION OPERATIONS CONTINUE. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING INSPECTIONS WITHOUT THE TESTING LABORATORY'S OR SPECIAL INSPECTOR'S PRESENCE. PROCEEDING WITHOUT WRITTEN CONFIRMATION OF A PASSED INSPECTION BY THE AHJ AND/OR SPECIAL INSPECTOR MAY RESULT IN REWORK INCLUDING, BUT NOT LIMITED TO, REMOVAL AND REPLACEMENT OF NON-CONFORMING MATERIAL AT THE EXPENSE OF THE CONTRACTOR. THE STRUCTURAL ENGINEER WILL NOT PROVIDE A FINAL LETTER OF COMPLIANCE AFTER THE WORK IS COMPLETE UNLESS HE HAS REVIEWED ALL SPECIAL INSPECTIONS/TESTING LABORATORY TEST RESULTS.

CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE, INCLUDING ANY LOCAL AMENDMENTS, REQUIRES SPECIAL INSPECTION ON THE FOLLOWING ITEMS:

• STEEL.......................................................................SECTION 1705.2 / TABLE 1705.2.2• CONCRETE..............................................................SECTION 1705.3 / TABLE 1705.3• MASONRY................................................................ SECTION 1705.4 / ASCE 5-13• SOILS........................................................................SECTION 1705.6 / TABLE 1705.6• WIND RESISTANCE................................................ SECTIONS 1705.10.2 AND 1705.10.3• SPRAYED FIRE RESISTANT MATERIALS............SECTION 1705.13

4. MASONRY TESTING SHALL CONSIST OF A QUALIFIED TESTING LABORATORY PROVIDING THE FOLLOWING SERVICES:A. OBSERVE THE INSTALLTION OF MASONRY UNITS.B. VERIFY THE QUANTITY, SIZE AND THE SPACING OF THE REQUIRED REINFORCING

THAT IS SHOWN ON THE DRAWINGS.C. INSPECT THE GROUT SPACE PRIOR TO THE CLOSING OF CLEANOUTS AND ALL

GROUTING OPERATIONS. VERIFY THAT THE SPECIFIED CELLS ARE FULLY GROUTED AS NOTED.

D. MONITOR THE PROPORTIONING, MIXING AND CONSISTENCY OF MORTAR AND GROUT. PROVIDE 28 DAY COMPRESSIVE STRENGTH TESTS ON EACH GROUT MIX IN ACCORDANCE WITH ASTM C1019. PROVIDE COMPRESSION TESTS ON MASONRY PRISMS FOR EACH TYPE OF WALL CONSTRUCTION, IN ACCORDANCE WITH ASTM C1314. CONTRACTOR SHALL PREPARE ONE SET FOR TESTING AT 28 DAYS. TESTS ARE TO BE CONDUCTED FOR EACH 2000 SQUARE FEET OF WALL INSTALLED, BUT NOT LESS THAN TWO TESTS.

STRUCTURAL TESTING AND INSPECTIONS CONT'D

SLAB DEPRESSION OVER 8":

SLAB DEPRESSION UNDER 8":

SLOPE UP:

SLOPE DOWN:

SLAB RECESS & SLOPE:

RIDGE:

VALLEY:

SLAB LEGEND:

WF COLUMN LEGEND:

HOLLOW STRUCTURAL STEEL LEGEND:

OPEN- WEB STEEL JOIST KEY:

STEEL BEAM LEGEND:

PIER LEGEND:

PENETRATION INTO BEARING STRATA (FT)

SHAFT SIZE (INCHES)

BEAM SIZE

W16X26 (10)

HEADED STUD COUNT

18KSPI

LOADING CONDITION, SEE GENERAL NOTES

JOIST SERIES

NOMINAL JOIST DEPTH

HSS SIZE

COLUMN SIZE

INDICATES APPROXIMATE EXISTING GRADE BASED ON SURVEY BY CIVIL ENGINEER. CONTRACTOR TO FIELD VERIFY ACTUAL CONDITIONS PRIOR TO BEGINNING PIER CONSTRUCTION.

DENOTES EXTENT OF SLAB

DENOTES DIRECTIONOF SCHEDULED MAIN REINFORCEMENT

SLAB MARK

FOOTING TAG:

REVISION NUMBER:

ELEVATION:

SECTION MARK:

ELEVATION MARK:

DECK SYMBOL:

GRID BUBBLE:

SLOPE MARK:

MOMENT CONNECTION:

BEAM SPLICE:

SEE PLAN FOR SIZE

DENOTES BOTT OF KNEE BRACE

KNEE BRACE:

LATERAL BRACE:

WALL OR FOOTING TYPE:

S1

STRUCTURAL PLAN SYMBOLS AND LEGEND

12.4

W10X49

PIERDEPTH

HSS4X4X

3/16

670

WT10 WF24

BP-1BP-1

BASE PLATE TYPE

BASE PLATE TYPE

F5.0

-2'-0"

C=3/4"

CAMBER AT MIDSPAN

R=30K

FACTORED VERTICAL REACTION AT BEAM END

SLOPE

1

A1S501

A = ±20K

HORIZONTAL REACTION AT END OF BEAM, (FACTORED)

TOPOGRAPHIC LINES:

A1S501

DENOTES SHAFT DIAMETER (IN)DENOTES BELL DIAMETER (IN)

TOP OF PILE CAP ELEV

PILE CAP TYPEMARKDEPTH

PILE CAP LEGEND:

TOS ELVARIES, SEE PLAN

SURFACE REFERENCED

ELEV OF SURFACE

DIRECTION OF DECK SPANEXISTING STRUCTURE AND CONDITIONS1. CONTRACTOR IS TO NOTIFY ENGINEER OF QUESTIONABLE EXISTING STRUCTURAL

COMPONENTS (MASONRY WALLS, STEEL BEAMS & LINTELS, EXPOSED FOUNDATIONS, ETC.) AND FRAMING CONNECTIONS WHEN ENCOUNTERED.

2. CONTRACTOR TO VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS THAT WILL BE CONNECTED TO NEW FRAMING PRIOR TO STEEL FABRICATION. IT IS THE CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS AND COORDINATE THESE DIMENSIONS WITH THE STEEL FABRICATOR PRIOR TO STEEL FABRICATION TO ENSURE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR ENGINEER OF DISCREPANCIES.

3. CONTRACTOR IS TO FURNISH ENGINEER A PROPOSED SEQUENCE OF EXISTING COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND OTHER PERTINENT TASKS RELATING TO EXISTING COMPONENT REMOVAL ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND TO VERIFY THAT WORK IS IN GENERAL CONFORMANCE.

REINFORCED MASONRY1. COMPRESSIVE STRENGTH OF MASONRY (F’m) = 1800 PSI.

2. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, LIGHTWEIGHT, GRADE N, TYPE I OR II, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI ON THE NET AREA.

3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S.

4. COARSE MASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.

5. LOW LIFT CONSTRUCTION SHALL BE USED W/ A MAXIMUM GROUT POUR HEIGHT OF 4 FT.

6. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. USE OPEN END UNITS FOR STACKED BOND PATTERN AND BOND BEAM UNITS AT HORIZONTAL REINFORCING.

7. ON BOTH SIDES OF LOAD BEARING WALL OPENINGS 4'-0" OR WIDER, PROVIDE (1) - #5 BAR IN THE FIRST VERTICAL CELL AND GROUT SOLID WITH 2500 PSI COARSE MASONRY GROUT UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS.

8. STEEL JOISTS AND STRUCTURAL STEEL ARE TO BE CLEAR OF MASONRY AND MORTAR IN WALLS, EXCEPT AS CONNECTED WITH MASONRY ANCHORS OR TIES AS DETAILED.

9. HORIZONTALLY REINFORCE GROUTED MASONRY WITH A MINIMUM OF TWO 9 GAGE OR 3/16” DIAMETER WIRES IN A TRUSS LADDER TYPE CONFIGURATION AT 16” OC IN BED JOINTS.

10. CONTRACTOR SHALL NOT "WET SET" VERTICAL REINFORCEMENT STEEL IN LOAD BEARING MASONRY WALLS. CONTRACTOR SHALL PROVIDE MECHANICAL SPLICE OR REINFORCEMENT POSITIONERS WHERE REINFORCEMENT IS DISCONTINUOUS.

BRICK MASONRY1. MORTAR SHALL CONFORM TO ASTM C270, TYPE 'S', AND SHALL BE FRESHLY

PREPARED AND UNIFORMLY MIXED IN THE RATIO OF: • 1 PART PORTLAND CEMENT• 1/4 PART MINIMUM TO 1/2 PART MAXIMUM LIME PUTTY OR HYDRATED LIME• DAMP LOOSE SAND NOT LESS THAN 2-1/4 AND NOT MORE THAN 3 TIMES THE

SUM OF THE VOLUMES OF THE CEMENT AND LIME USED.

2. OPENINGS IN MASONRY WALLS SHALL HAVE STEEL LINTELS AS DETAILED ON THE DRAWINGS. STEEL LINTELS SHALL BEAR 8" MINIMUM AT EACH END. VERTICAL CONTROL JOINTS SHALL EXTEND UP FROM THE ENDS OF THE LINTEL, UNLESS 15# FELT OR FLASHING IS PROVIDED TOP AND BOTTOM OF LINTEL ANGLE WHERE THE ANGLE BEARS ON THE BRICK.

3. ALL MASONRY TIES TO BACKUP STRUCTURE SHALL BE HOT DIP GALVANIZED. PROVIDE A HECKMANN NO. 315 ANCHOR WITH NO. 316 TRIANGULAR TIE ON COLUMNS AT 16" (15" AT KING SIZE BRICK) ON CENTER VERTICALLY AND A HECKMANN NO. 357 ANCHOR ON ALL BEAMS AT 16" ON CENTER HORITZONTALLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. MASONRY TIES TO WALL STUDS SHALL BE A HECKMANN NO. 316 TRIANGULAR TIE WITH A HECKMANN NO. 315-C SCREW ON ANCHOR STRAP SPACED 16" (15" AT KING SIZE BRICK) ON CENTER HORIZONTALLY AND 16" ON CENTER VERTIACALLY. AT WALL CORNERS AND INTERSECTIONS PROVIDE TWO VERTICAL ROWS OF ANCHORS SPACED 16" APART AND 16" ON CENTER VERTICALLY. TRIANGULAR TIES SHALL EXTEND 3/4" FROM FACE OF MASONRY. ANCHOR STRAPS SHALL BE ATTACHED TO METAL STUDS WITH TWO (2) - #10-16 X 1 1/2" CADMIUM PLATED SHEET METAL SCREWS.

4. REF ARCH DRAWINGS FOR VERTICAL CONTROL JOINTS AT MASONRY WALLS. COORDINATE THE LOCATION OF JOINTS WITH THE ARCHITECT.

5. ALL MASONRY VENEER DESIGN IS BASED ON SECTION 1405.6 OF THE INTERNATIONAL BUILDING CODE, LATEST EDITION AND SECTION 6.1 AND 6.2 OF ACI 530, LATEST EDITION.

1 2 3 4 5 6 7 8

A

B

C

D


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ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

4 5:2

3 PM

As indicated


JEA

GENERAL NOTES, SYMBOLS, ANDABBREVIATIONS

S002

198802567

JACKSONVILLE, FL


10. MASONRY ANCHORS-(HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY):A. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND

QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC106. PRE-APPROVED SCREW ANCHORS INCLUDE:• SIMPSON STRONG-TIE “TITEN-

HD”............................................... ICC-ES ESR-1056B. ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND

QUALIFIED IN ACCORDANCE WITH ICC-ES AC58 OR AC60. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE-APPROVED ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE:• SIMPSON STRONG-TIE

“SET”......................................................... ICC-ES ESR-1772• DEWALT/POWERS “AC100

+GOLD”................................................ ICC-ES ESR-3200HILTI “HIT-HY 70”.............................................................................. ICC-ES ESR-3342

POST-INSTALLED ANCHORS CONT'D

REFERENCE S001 (WIND DESIGN DATA)

BASIC WIND SPEED................................ 135 MPH (THREE SECOND GUST)EXPOSURE CATEGORY......................... BINTERNAL PRESSURE COEFF............... +/- 0.18RISK CATEGORY..................................... IVROOF DEAD LOAD.................................. 20 PSF

WIND LOAD PRESSURE (PSF):

MWFRS WINDWARD LEEWARD 20.9 psf -5.3 psf

ROOF POSITIVE NEGATIVE ZONE 1 13.3 psf -32.8 psf

ZONE 2 13.3 psf -55.0 psf

ZONE 3 13.3 psf -82.8 psf

WIND DESIGN LOADS

NEW

EXIS

TING

3 2 3

2 1 2

3'-0"

3'-0" 3'-0"

A710D1

1 2 3 4 5 6 7 8

A

B

C

D


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www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

4 5:2

8 PM

As indicated


JEA

LOAD DIAGRAMS

S021

198802567

JACKSONVILLE, FL


1" = 1'-0"S0212 WIND PRESSURES

1/4" = 1'-0"S0211 WIND UPLIFT DIAGRAM

EL.35'-0"WF2

EL.35'-0"WF2

EL.35'-0"WF2

1'-3"

26'-1

"

1'-3" 6'-9 7/8" 8'-1" 7'-1 7/8" 1'-3"

24'-6 3/4"

27'-4

"

6" CONCRETE SLAB ON GRADE

W/ ONE LAYER W.W.F. 6 X 6 - W2.1 X W2.1

NEW

EXIS

TING

S2023

EXIST. FOOTINGEXIST. FOOTINGEXIST. FOOTING

#5 @ 24" O.C.-VERT.FULL WALL HEIGHTGROUT SOLID TYPICAL

3 -#5 VERT. FULL WALL HEIGHT@ WALL CORNERS-GROUT SOLIDTYPICAL

CJ

CJ

CJ CJ

DOWEL & EPOXY BOND NEW FOOTINGREINFORCING INTO EXIST. FOOTINGTYPICAL

EL= 35'-0" EL= 35'-0" EL= 35'-0"EXIS

T. F

OOTI

NG

EXIS

T. F

OOTI

NG

NEW 6" THICK CONCRETE SLAB ON GRADEONE LAYER W.W.F. 6X6-W2.1 X W2.1

NEW 6" THICK CONCRETE SLAB ON GRADEONE LAYER W.W.F. 6X6-W2.1 X W2.1

A710B1

24'-6 3/4"

27'-0

5/8"

W12X22

W12X22

W12X22

W12X22

W12X22

W12X22

1'-3" 22'-0 3/4" 1'-3"

1'-3"

25'-9

5/8"

TYPI

CAL

5'-0"

1 1/2"

X 20

GA.

ROO

F DE

CK

NEW

EXIS

TING

S2028

W8X24 W/ PL

8'-1"M.O.

S20210

12'-0"

C10X15.3

C10

X15.

3

C10

X15.

3

HSS4X4X1/4

L4X4X1/4

L4X4

X1/4

L4X4

X1/4

1 1/2" Metal RoofDeck

L4 HANGER L4 HANGER

11'-3"

BUILD NEW MASONRY WALL TOEXISTING CONCRETE CANOPY.CUT EXISTING CONCRETE ANDSUPPORT WITH NEW CMU BEARING WALL

NOTE:FOR ROOF OPENINGS SEE TYPICAL FRAMING AT ROOF OPENING.COORDINATE W/ MECHANICAL

DRILL & DOWEL #5 VERTICAL (24" LONG)@ 8" O.C. THRU EXISTINGCONCRETE CANOPY INTO NEW CMU WALL ABOVE AND BELOWGROUT SOLID - TYPICAL

1 2 3 4 5 6 7 8

A

B

C

D


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www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

4 5:3

1 PM

1/4" = 1'-0"


JEA

FLOOR PLANS

S201

198802567

JACKSONVILLE, FL


1/4" = 1'-0"S2011 FOUNDATION PLAN

FINISHED FLOOR EL. 37'-0"FOOTING ELEVATIONS SHOWN ARE BOTTOM OF FOOTINGS

1/4" = 1'-0"S2012 ROOF FRAMING PLAN

TOP OF STEEL EL. 49'-0"

END OF CORNER OR WALL

TYP SCHED WALL REINFORCING

ADDITIONAL HORIZONTAL JOINT @ FIRST BED JOINT ABOVE AND BELOW WINDOW(2) - #5 HORIZ BOTT BAR, TYP UNO

VERT BAR AT CORNER AND END OF WALL, MATCH SCHEDULED WALL REINFORCING

BOTT OF CONCRETE FOUNDATION

FOUNDATION DOWELS @ ALL VERT BARS, MATCH SIZE AND SPACING OF VERT REINFORCING

JAMB REINFORCING

EMBE

D1'-

6" M

IN

END OF CORNER OR WALLBOND BEAM REINFORCING

NOTES:1. ALL REINF SHOWN IN ADDITION TO SCHEDULED WALL REINFORCEMENT.2. ALL REINFORCING SHALL BE SOLID GROUTED USING 2500 PSI (SPEC COURSE GROUT.3. REFER TO PLANS, GENERAL NOTES, AND WALL ELEVATIONS FOR TYPICAL VERTICAL AND HORIZONTAL WALL REINFORCEMENT.4. SEE PLAN E5/S401 FOR LOCATION OF CONTROL JOINTS.5. USE VERT BAR POSITIONERS AT 192 BAR DIAMETER OR 10 FT WHICH EVER IS LESS.6. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM BLOCKS EXCEPT JOINT REINFORCING.7. HORIZONTAL REINFORCEMENT SHALL BE DISCONTINUOUS THROUGH CONTROL JOINTS EXCEPT BOND BEAMS AT ROOF FLOORS AND AT MASONRY

LINTELS.8. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT FIRST BED JOINT ABOVE AND BELOW OPENINGS AND EXTEND 1'-0" BEYOND THE OPENING.

LAP

REQM

TSSE

E G9

/S40

1 FOR

FULLY GROUT ALL CELLS WHERE DISTANCE IS 36" OR LESS, EXTEND GROUT AND REINFORCING FULL WALL HEIGHT

B (MIN DIM),SEE JAMB REINF

TOP/SLAB EL.SEE PLAN

TOW ELSEE PLAN

F

SPAN

B

PROVIDE VERTICAL REINF IN GROUTED CELL @ CORNERS, MINIMUM TO MATCH VERT SCHEDULED BAR SIZE (UNO)

TYP POSITIONING REQ'D FOR ONE (1) VERT BAR IN CELL

TYP POSITIONING REQ'D FOR TWO (2) VERT BARS IN CELL

CLEA

R

EQ EQ

SUPPORT VERT REINFORCING @ INTERVALS NOT EXCEEDING 192 BAR DIA OR 10 FT

3" (M

AX)

(MIN

)1/2

" CLR

CONTINUOUS MASONRY CONTROL JOINT (MCJ) W/ PREFORMED GASKET DESIGN TO MAINTAIN LATERAL STABILITY, SEE SPECIFICATIONS

STANDARD SASH BLOCK

PROVIDE VERT IN GROUTED CELL @ EACH SIDE OF CONTROL JOINT MIN TO MATCH SCHED WALL REINF (UON)

PROVIDE VERT IN GROUTED CELL @ EACH SIDE OF OPENING, MINIMUM TO MATCH SCHEDULED WALL REINF (UNO)

CLEAR

4' - 0" (MAX)OPENING

WINDOW / DOOR

EQ EQ

NOTES:1. SEE PLAN FOR CMU WALL TYPE AND LOCATION.2. UNLESS NOTED OTHERWISE, ALL MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS: 8" WALL: #5 BARS @ 24" OC, 12" WALL: #6 BARS @

24" OC.3. BOND BEAM SHALL BE REINFORCED WITH (2) - #5 BARS CONT AT 8' - 0" OC, AT TOP OF PARAPET AND ROOF DECK ELEVATIONS.4. PROVIDE STANDARD HORIZONTAL JOINT REINFORCEMENT AT 16" OC TYP, 8" OC AT PARAPET AND BELOW GRADE.5. PROVIDE 2500 PSI COURSE GROUT FOR ALL GROUTING. 6. FOR LOAD-BEARING MASONRY, CONTROL JOINT SPACING SHOULD BE 24' - 8" OC MAXIMUM UNO. FOR NON-REINFORCED WALL, REFER TO

ARCHITECTURAL FOR CONTROL JOINT SPACING (20' - 0" MAXIMUM).7. CUT HORIZONTAL REINFORCEMENT AT CONTROL JOINTS, EXCEPT AT BOND BEAMS AT ROOF FLOORS AND MASONRY LINTELS.

2' - 0" (MIN)

1/4" END PLATE

STEEL BEAM, SEE PLAN

LONG SLOTTED HOLE IN BEAM FLANGE

BEAM BEARING PLATE

(1) - #3 @ DISCONTINUOUS END X 24" X 24"

OR (2) - #5 @ CORNERS,

PLACE REINF IN BOND BEAM BLOCKS

L

1" CLEAR (MIN)

@ T

O P &

SID

E S1"

CLE

AR (M

IN)

6" MIN @12" CMU4" MIN @ 8" CMU

SEE

PLAN

BEAM

DEP

TH

T

24"

24"

NOTE:WELD TO BE MADE AFTER DEAD LOAD HAS BEEN PLACED ON BEAM AND CAMBER HAS BEEN REMOVED.

- BEARING PL

TYP3/16

L L1 VERTICAL BAR 2 VERTICAL BAR

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

2'-3"

3'-0"

3'-9"

4'-6"

NOTE 2

1 BAR 2 BAR

2'-3"

3'-0"

NOTE 2

1 BAR 1 BAR

2'-3"

3'-0"

3'-9"

4'-6"

NOTE 2

2'-3"

3'-0"

3'-9"

NOTE 2

12" 8" 6"

NOMINAL CMU WIDTH "W"

LAP LENGTH "L" (INCHES)

3'-9"

5'-0"5'-0"

NOTES: 1. BARS SHALL BE SPACED W/ "DUR-O-WAL" VERTICAL BAR

POSITIONER OR APPROVED EQUAL.2. PROVIDE ONE OF THE FOLLOWING MECHANICAL SPLICES

OR APPROVED EQUAL:- ERICO "LENTON" COUPLER SYSTEM- BARLOCK "S-SERIES" COUPLER SYSTEM- RICHMOND "US/MC-SAE" COUPLERS SYSTEM

1. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES AT CONTRACTOR'S OPTION.

2 3/4"EQ EQ

W W

T/SLAB EL.SEE PLAN

CIVIL PAVING, SEE CIVIL

SLAB-ON-GRADE, SEE PLAN

WALL (BEYOND), SEE PLAN

VENEER, SEE ARCH

1/2" PREFORMED JOINT FILLER AND SEALANT

1/2"Ø X 24" LONG SMOOTH DOWEL @ 12" OC (MIN 4 BARS)

UNO

1/2"

TYP

NOTE:CONTRACTOR OPTION TO DRILL/EPOXY SMOOTH DOWEL BEFORE POURING CIVIL PAVING

1'-0"

WF2

B.O.

F.- S

EE P

LAN

2'-0"

#5 DOWELS @ 16" O.C.

#5 CONT.

Level 137'-0"

1'-0"

1'-0"

2'-0"3 -#5 CONT.

#5 @ 2'-0" O.C.

6" S.O.G.-SEE PLAN

CONT. EXP. MAT'L.

MASONRY WALL REINF.#5 @ 24" O.C.

CMU WALL-SEE PLAN

WF2

CONT. CONCRETESTEM WALL

#5 CONT.

1'-3"

11 1/4"

W8X241/2"

3/8X14"STEEL PLATE

CONT.

1'-3"

SLAB ON GRADE

TOP/SLABSEE PLAN

SEE

PLAN

NOTE 2DRAINAGE COURSEVAPOR BARRIERCONT.

PROOF ROLLEDSUB-GRADE

NOTES;1. PROVIDE CONTINUOUS PROTECTION AGAINST WATER INFILTRATION PRIOR TO INSTALLATION OF VAPOR BARRIER AND POROUS SUB-BASE. MAINTAIN VAPOR BARRIER AND SUB-BASE IN DRY CONDITION UNTIL BUILDING IS OCCUPIED.

2. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER PROOFROLLING.

TOP/SLABSEE PLAN

SEE

PLAN

DRAINAGE COURSEVAPOR BARRIERCONT.

PROOF ROLLEDSUB-GRADE

NOTES1. MAXIMUM SPACING BETWEEN CONTROL JOINTS = 15 ft. SEE PLAN FOR LOCATIONS.2. 3/4" DIA. X 1'-4" SMOOTH DIAL @ 18" O.C.. SET A T/2 BELOW TOP OF SLAB. GREESE ONE END.3. DO NOT PLACE DOWELS WITHIN 12" OF A SLAB CORNER.

CONTROLJOINT

CONSTRUCTIONJOINT

ISOLATIONJOINT1"

ON

GRAD

E

1/2"

ON

SUSP

ENDE

D SL

ABS

1/8" SAWN

NOTE 2

INTERRUPT REINF.AT JOISTS - TYP.

ISOLATION MAT'L.

ROOF49'-0"

5'-0"

C10X15.3

3'-11 1/4"

2'-11

3/8"

W12X22

L4X4X1/4

C10X15.3HSS4X4X1/4

1'-3"

L4X4X1/4

1 1/2" X 20 GA.ROOF DECK

4"

3 13/16"PL 1/4"

W12X22

BEAM BEARING PLATE

LOAD BEARING CMU WALL, SEE PLAN FOR REINF

STEEL BEAM SEE PLAN

BOND BEAM W/ (2) - #5 CONT

TOS ELSEE PLAN

L4X4X1/4 CONT DECK ANGLE W/ 3/4"Ø POST-INSTALLED ADHESIVE ANCHORS @ 32" OC

3/16

PROVIDE SLOTTED CONNECTION AND BEARING PAD

GROUT SOLID

PLATE SIZEBEAM SIZE 1/2" DIA. X 4"STUDS REQ'D.

STEEL BEAM

BEARING PLATE& STUD

24" SOLID MASONRYBEARING - TYP.

4"

4"W8X18

W12X22

C10X15.3

1/2" X 7" X 7"

1/2" X 7" X 7"

1/2" X 7" X 7"

1

1

1

BEAM BEARING PLATE SCHEDULE

1 2 3 4 5 6 7 8

A

B

C

D


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ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

4 5:3

6 PM

As indicated


JEA

TYPICAL DETAILS

S202

198802567

JACKSONVILLE, FL


3/8" = 1'-0"S2025 TYP REINFORCEMENT MASONRY WALL ELEVATION

3/4" = 1'-0"S2027 TYP MASONRY JOINTS

3/4" = 1'-0"S2029 TYP STEEL BEAM BEARING ELEVATION

3/4" = 1'-0"S2026 TYP SPLICE DETAIL IN CMU

3/4" = 1'-0"S2024 TYP SECTION @ EXTERIOR DOOR

3/4" = 1'-0"S2023 TYPICAL FOOTING DETAIL

3/4" = 1'-0"S2028 LINTEL DETAIL

1/2" = 1'-0"S2021 TYPICAL SLAB ON GRADE DETAIL

1/2" = 1'-0"S2022 TYPICAL SLAB ON GRADE JOINTS

1/2" = 1'-0"S20210 CANOPY SECTION

3/4" = 1'-0"S20211 TYP STEEL BEAM BEARING SECTION

REMOVE WALL AND RELATED ELEMENTS SUFFICIENT FOR NEW WORK

NEW CMU WALL-SEE NEW WORK

CUT CANOPY AND PARAPET TO LINEAND SUPPORT ON NEW CMU WALL

A100D3 CANOPY TO BE REMOVED

Level 137'-0"

ROOF49'-0"

NEW CMU WALL-SEE STRUCTURAL

BUILD NEW MASONRY WALL TO EXISTING CONCRETE CANOPY. CUT EXISTING CONCRETECANOPY AND SUPPORT WITHNEW CMU BEARING WALL

EXISTING SCUPPER TO REMAIN

EXISTING WALL TO REMAIN

CUT CONCRETE PARAPET TO OUTSIDE FACEOF NEW CMU WALL AND SEAL JOINT

EXISTING CONCRETE PARAPET TO REMAIN

1/2"

REMOVE EXTERIOR SLAB AND UNDERLYINGSTRUCTURE SUFFICIENT FOR NEW WORK

EXISTING DOOR TO REMAINEXISTING WALL TO REMAIN

1 2 3 4 5 6 7 8

A

B

C

D


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ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

3 3:5

0 PM

As indicated


JEA

DEMOLITION

A100

198802567

JACKSONVILLE, FL


1/4" = 1'-0"A100D5 DEMO ROOF PLAN

N 1/2" = 1'-0"A100D3 DEMO SECTION

5'-11 7/8" 24'-6 3/4" 5'-11 3/8"

26'-1

0 5/8"

3'-6" 8' CLEAR 3'-6"

4' 6"

CLE

AR

4' CL

EAR

8'-4"

22' 3/4" INT

26' 1

" INT

1" EXPANSION JOINT

B4 A700

B1A700

D4 A700

A710D7

7'-4"

1'-0 3/8"

A710D5

EDGE OF CANOPY ABOVE

LIGHT RECESS IN CANOPY ABOVE

36'-6" CONTRACTOR VIF

EX. DOOR TO REMAIN

EX. DOOR TO REMAIN

NEW 6" EXTERIOR SLAB-SEE STRUCTURAL

1" EXPANSION JOINT

EQ 12'-0" EQ

6'-4"

1'-3" TYP.

EXISTING BUILDING TO REMAIN

D.S.

SPLASH BLOCK

D.S.

SPLASH BLOCK

PREP PAINT, TYP.COLOR PER CLIENT

ELEC EQ.COORDINATE W/ ELEC.

NEW 8' x 7' 10" PAINTED,INSULATED GALV. DOOR & JAMB

A710B1

ROOF EXPANSION JOINT

SINGLE PLY MEMBRANE ROOFING SYSTEM

FROM

FAC

E O F

WAL

L4'-

1 3/8"

A710D3

1/4" S

LOPE

1/4" S

L OPE

1/4" SLOPE 1/4" SLOPE

SCUPPERSCUPPER

1/4" SLOPE, TYP. 1/4" SLOPE, TYP.

FROM

FAC

E OF

WAL

L6'-

0"

EXISTING BUILDING TO REMAIN

A710D1

A710B2

EQ 12'-0" EQ

1 2 3 4 5 6 7 8

A

B

C

D


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www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

3 3:5

2 PM

1/4" = 1'-0"


JEA

PLAN VIEWS

A200

198802567

JACKSONVILLE, FL


1/4" = 1'-0"A200D5 FLOOR PLAN

1/4" = 1'-0"A200D1 ROOF PLAN N

Level 137'-0"

ROOF49'-0"

26'-10 5/8" EXT

BRICK VENEER TO MATCH EXISTING

ALUMINUM COMPOSITE PANEL CANOPY-ALUCOBOND OR EQ.

SCUPPER

SPLASH BLOCK

6'-0"

8"

SCUPPER

8"

COPING

Level 137'-0"

ROOF49'-0"



26'-10 5/8" EXTSCUPPER

SPLASH BLOCK

6'-0"

8"

SCUPPER 8"

COPING

Level 137'-0"

ROOF49'-0"

24'-6 3/4" EXT



12'-1

1"

D.S.

SPLASH BLOCK

D.S.

SPLASH BLOCK

COPING

1 2 3 4 5 6 7 8

A

B

C

D


Copyright Reserved





www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

3 3:5

3 PM

1/4" = 1'-0"


JEA

ELEVATIONS

A700

198802567

JACKSONVILLE, FL


1/4" = 1'-0"A700B4 WEST ELEVATION

1/4" = 1'-0"A700D4 EAST ELEVATION

1/4" = 1'-0"A700B1 SOUTH ELEVATION

Level 137'-0"

ROOF49'-0"

2 1/4" AIR GAP, TYP.

AIR BARRIER

1 1/2" INSULATIONROXUL CAVITYROCK

METAL COPING

3/4" PLYWOOD

CMU WALL-SEE STRUCTURAL

BRICK VENEERTO MATCH EXISTING

FULLY ADHERED TPOROOFING SYSTEM (WHITE)OR EQ.

BLOCKING

FOOTER-SEE STRUCTURAL

BOND BEAM-SEE STRUCTURAL

10 MILL VAPOR BARRIER

CONCRETE SLAB-SEE STRUCTURAL

1/2" EXPANSION JOINT

GROUT SOLIDWEEP

THRU WALL STAINLESSSTL FLASHING

MORTAR NET

BLOCKING

NOTE:ENSURE CONTINUOUS AIR BARRIER SEAL AT PENETRATIONS

4" CMU BLOCK

FILLER BLOCK UNDER BEAMTO MATCH TYP.

METAL DECKING-SEE STRUCTURAL

STEEL BEAM-SEE STRUCTURAL

1 1/2" ROXUL CAVITY ROCK

TAPERED RIGID INSULATION

CONCRETE SEALER


1'-3" TYP.

Level 137'-0"

ROOF49'-0"

5"

1/4" GAP

1'-6"OPENING1'-0 1/2" 1'-1"

ALUMINUM COMPOSITE PANEL-ALUCOBOND OR EQ.

1 5/8" STUD FRAMING, TYP.

C CHANNEL-SEE STRUCTURAL

METAL ROOF DECK-SEE STRUCTURAL

STEEL ANGLE-SEE STRUCTURAL

UNISTRUT FRAMING

ALUMINUM COMPOSITE PANEL-ALUCOBOND OR EQ., TYP.

SCUPPER BEYOND

MORTAR NET


WEEP

AIR BARRIER





METAL DECKING-SEE STRUCTURALSTEEL BEAM-SEE STRUCTURAL

METAL COPING

FULLY ADHERED TPO ROOFING SYSTEM (WHITE)OR EQ.

BLOCKING

NOTE:ENSURE CONTINUOUS AIR BARRIER SEAL AT PENETRATIONS

VENT

VENTWEEP

FROM FACE OF WALL4'-1 3/8"






TAPERED RIGIDINSULATION

CONTINUOUS RIGID INSULATIONAROUND PERIMETER

1'-2 3

/4"

6 3/4"

8'-2 1

/4"


7'-10

"


3/4" PLYWOOD

BLOCKING

SLOPE TOWARD CANOPY

CONCRETE SEALER

PAINTED, INSULATED GALV. DOOR & JAMB

DOOR HDW: TO MATCH & BE COORDINATED W/ EXISTING BUILDING ACCESS CONTROL

8"

FULLY ADHERED TPO ROOFING SYSTEM (WHITE) OR EQ.

ROOF49'-0"

MORTAR NET

THRU WALL STAINLESS STL FLASHING

WEEP

AIR BARRIER




METAL DECKING-SEE STRUCTURALSTEEL BEAM-SEE STRUCTURAL

BLOCKING

VENT


GROUT SOLID EXISTING WALL

EXISTING SCUPPER

EXISTING CONCRETECANOPY

TAPERED RIGID INSULATION 1/4" SLOPE

METAL COPING

3/4" PLYWOOD


BLOCKING



EX. CANOPY CONNECTION TONEW CMU WALL-SEE STRUCTURAL

ALUMINUM COMPOSITE PANEL-ALUCOBOND OR EQ.

1 5/8" STUD FRAMING

C CHANNEL-SEE STRUCTURAL

METAL ROOF DECK-SEE STRUCTURAL

STEEL ANGLE-SEE STRUCTURAL

UNISTRUT FRAMING

ALUMINUM COMPOSITE PANEL-ALUCOBOND OR EQ., TYP.

FULLY ADHERED TPOROOFING SYSTEM (WHITE) OR EQ.

TAPERED RIGIDINSULATION

TURNDOWN OF PARAPET TO FORM SCUPPERDRIP EDGE

2'-0"

1/4" GAP, TYP.

INSULATION AND CONTINUOUSAIR BARRIER SEAL BEYOND

1/4" SLOPE

6 7/8"

SLOPE TOWARD CANOPY

REGLET COUNTER FLASHING OF ROOF MEMBRANE & MASONRY, TYP.

ROOF49'-0"AIR BARRIER


METAL COPING TURNDOWN TO FORM SCUPPER


FULLY ADHERED TPO ROOFING SYSTEM (WHITE)OR EQ.

METAL DECKING-SEE STRUCTURAL

STEEL BEAM BEYOND-SEE STRUCTURAL



DOWNSPOUT

DRIP EDGE


Level 137'-0"





GROUT SOLID

WEEPTHRU WALL STAINLESSSTL FLASHING

MORTAR NET

4" CMU BLOCK

CONCRETE SEALER

EXTERIOR CONCRETE SLAB-SEE STRUCTURAL




AIR BARRIER


1 2 3 4 5 6 7 8

A

B

C

D


Copyright Reserved





www.stantec.com

ENGINEERING

DRAFTING

BY

BY

DATE

DATE

DESIGN FILE NO.

DRAWING NO.:

SHEET NO.:

SCALE: IFB. NO.:

DESIGNED

CHECKED

APPROVED

PRELIMINARY

FINAL DESIGN

AS BUILT


NONE


1/31

/201

8 2:

3 3:5

5 PM

As indicated


JEA

DETAIL VIEWS

A710

198802567

JACKSONVILLE, FL


1" = 1'-0"A710D7 TYP. WALL SECTION

1" = 1'-0"A710D5 SECTION THRU EXTERIOR DOOR

1" = 1'-0"A710B2 SECTION THRU OLD CANOPY

1 1/2" = 1'-0"A710D3 SCUPPER DETAIL 2

1 1/2" = 1'-0"A710D1 SCUPPER DETAIL 1

1 1/2" = 1'-0"A710B1 FLOATING SLAB DETAIL

KP

KP

1

136

5

1 EXISTING FIXTURE TO REMAIN

2

2 EXISTING FIXTURE TO BE REMOVED.MAINTAIN CIRCUIT AND EXTEND TONEW EXTERIOR LIGHT

3

3 EXISTING KEY PAD TO BE RE-USED INNEW CONSTRUCTION

4

4 EXISTING SECURITY CAMERA TO BERE-USED IN NEW CONSTRUCTION

5 EXISTING SECURITY CAMERA TOREMAIN

6 EXISTING FIRE ALARM DEVICE TOREMAIN

7

7 EXISTING MOTION SENSOR TO BEREUSED IN NEW CONSTRUCTION

LS1

LS1LS1E

LS1

LS1ELS1

LS1

LD1

MD8 MD

8 EXISTING MOTION SENSOR TO BEREMAIN

KP

MD

SYMBOLS:

WALL MOUNTED LIGHT FIXTURE

4' LED STRIP LIGHTING (" " DESIGNATES FIXTURE WITH EMERGENCY BATTERY PACK)

CEILING MOUNTED LIGHT FIXTURE

SECURITY SYSTEM KEY PAD

SECURITY SYSTEM CAMERA

SECURITY SYSTEM MOTION DETECTOR

ELECTRICAL DUPLEX OUTLET

FIRE ALARM PULL STATION

FIRE ALARM HORN AND STROBE LIGHT

SWITCH

3-WAY SWITCH

GFI DUPLEX RECEPTACLE

WEATHERPROOF, PROVIDE WEATHERPROOF IN-USE COVER

EXISTING TO REMAIN

LADDER CABLE TRAY (WIDTH INDICATED BY "XX" IN INCHES

MOTOR CONNECTION

DISCONNECT SWITCH, NEMA 1 UNLESS NOTED OTHERWISE

EXISTING SURFACE MTD PANELBOARD

KEYNOTE INDICATOR

MECHANICAL EQUIPMENT INDICATOR

HOME RUN TO PANEL 2A CKTS 1,3, &5

KEYNOTES:

9 RE-INSTALL EXISTING KEYPAD ANDEXTEND CONNECTION TO EXISTING

10 PROVIDE NEW FIRE ALARM DEVICEAND EXTEND CONNECTION TOEXISTING FIRE ALARM SYSTEM. NEWDEVICES TO MATCH EXISTING. WP

ETR

WP

9MD

10

14

11 RE-INSTALL EXISTING SECURITYCAMERA AND EXTEND CONNECTIONTO EXISTING

12 RE-INSTALL EXISTING MOTIONSENSOR AND EXTEND CONNECTIONTO EXISTING

EXISTING FIRE ALARM DEVICE TO BERE-USED IN NEW CONSTRUCTION

RE-INSTALL EXISTING FIRE ALARMDEVICE AND EXTEND CONNECTIONTO EXISTING

EXISTING RAIN SENSOR TO BERELOCATED

RE-INSTALL EXISTING RAIN SENSORAND EXTEND CONNECTION TOEXISTING

PROVIDE NEW GROUND BAR WITHWALL MT BRACKET KIT HARGER#GBI14420JKT. CONNECT TOEXISTING GROUND BAR WITH #1GREEN INSULATED COPPERCONDUCTOR.

BOND CABLE TRAY TO COMMGROUND BAR USING #6 BONDINGCONDUCTOR. BOND CABLE TRAY TOADJACENT CABLE TRAY AT ALLCONNECTIONS.

UPDATE DIRECTORY TO REFLECTCIRCUIT CHANGES THAT ARE MADE.

PROVIDE 20A-3P CIRCUIT BREAKER INEXISTING SPACE (8,10,12) TO SERVENEW CONDENSING UNIT. EXISTINGPANEL IS A SQUARE D LOADCENTERW/QO CIRCUIT BREAKERS.

PROVIDE 20A-2P CIRCUIT BREAKER INAN EXISTING SPACE (9,11) TO SERVENEW A/C UNIT.

DISCONNECT EXISTING CIRCUITSERVING ROOF MOUNTED EXHAUSTFAN FOR REPLACEMENT OF FAN BYOTHERS. MODIFY/EXTEND EXISTINGWIRING AND CONNECT TO NEW FAN.

1211

ETRACP-2 ETR

ACP-1

CT-XX

13

14

15

16

CT-24

CT-2

4

CT-2

4

4

ETR

ETR 16

RAIN SENSOR

SPRINKLER SYSTEM CONTROL

15

11

A/C UNIT208V/1Ø2.5 FLA

600V,30A/3PNEMA 3R

CONDENSING UNIT208V/3Ø

17

18

ACP-1-4

ACP-1-4ACP-1-4

ACP-1-4

ACP-1-4

ACP-1-4ACP-1-4

ACP-1-14

ACP-1-14

ACP-1-14

ACP-1-14

COMM GROUND BAR

ETR

COMMGROUNDBAR

17 18

1

AC1

1. WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE N.E.C. AND ALL RULES AND REGULATIONS OF THE LOCAL MUNICIPALITY.

2. WORK SHALL MEET THE APPROVAL OF THE OWNERS REPRESENTATIVE.

3. PERMITS NECESSARY FOR THIS WORK SHALL BE OBTAINED BY THE ELECTRICAL CONTRACTOR AND HE SHALL PAY ALL FEES.

4. WIRES SMALLER THAN #12 AWG SHALL NOT BE USED FOR LIGHTING OR POWER CIRCUITS.

5. MINIMUM CONDUIT SIZE SHALL BE 3/4"

6. EQUIPMENT SHALL BEAR U.L. LABELS AND BE GROUNDED AND BONDED IN ACCORDANCE WITH THE N.E.C.

7. ELECTRICAL TRADE SHALL BE RESPONSIBLE FOR CUTTING, PATCHING, PAINTING, CONCRETE, ETC. REQUIRED TO COMPLETE THIS PROJECT. PRIOR TO COMPLETION, THE CONTRACTOR SHALL PROVIDE COVERS APPROPRIATE TO THE WALL OR CEILING FINISH FOR ALL OPEN BOXES, HOLES, OR PENETRATIONS.

8. AREAS SHALL BE CLEANED AND LEFT IN ORIGINAL CONDITION AT THE END OF EACH SHIFT.

9. ANY ADDITIONAL COST TO ENSURE DELIVERY OF PANELS, LIGHT FIXTURES, ETC. TO MEET THE CONSTRUCTION SCHEDULE SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.

10. LOCATE JUNCTION BOXES AS REQUIRED TO ALLOW ACCESS AFTER MECHANICAL EQUIPMENT AND DUCTWORK IS INSTALLED. COORDINATE EXACT LOCATIONS WITH THE MECHANICAL TRADE.

11. THE USE OF APPROVED TYPE EXPANSION FITTINGS SHALL BE REQUIRED ON ALL RACEWAYS WHICH CROSS ANY BUILDING EXPANSION JOINTS.

12. EACH DESIGNATED CIRCUIT HOMERUN SERVING RECEPTACLES SHALL HAVE ITS OWN INDIVIDUAL FULL SIZE NEUTRAL BACK TO PANEL.

13. COORDINATE ELEVATION AND LOCATION OF ELECTRICAL DEVICES WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION.

14. PROVIDE MINIMUM 2 POINT SUPPORT FROM STRUCTURE TO LIGHTING FIXTURES. 2x4 PENDANT FIXTURES SHALL HAVE 4-POINT SUPPORT ON STRUCTURE.

15. ALL EQUIPMENT SHALL BE ATTACHED TO SURFACES WITH LISTED ANCHORS AND /OR SCREWS. TAP CONS ARE NOT ACCEPTABLE.

16. SEE ARCHITECTURAL FLOOR PLANS FOR WALL CONSTRUCTION TYPES.

17. COORDINATE WITH HVAC CONTRACTOR FOR EXACT LOCATION OF HVAC EQUIPMENT. MAINTAIN ACCESSIBILITY TO HVAC CONTROLS, VALVES, DAMPERS, ETC...

18. BALANCE PANEL PHASES ONCE USER EQUIPMENT IS INSTALLED AND OPERATIONAL.

19. WHERE NO SHORT CIRCUIT INTERRUPT/WITHSTAND RATING IS INDICATED, DEVICES OR EQUIPMENT SHALL BE RATED THE SAME AS THE NEAREST UPSTREAM DEVICE. IF THERE IS A CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, PROVIDE THE HIGHEST RATING SPECIFIED OR SHOWN.

20.

21.

22.

23.

24.

25.

26.

AT THE START OF THE PROJECT, THE EC SHALL BRING TO THEATTENTION OF THE OWNER AND CONSTRUCTION MANAGER ANYNEED TO SHUT OFF POWER THAT WILL AFFECTEQUIPMENT OR OPERATIONS.

REMOVE AND REINSTALL OR RELOCATE ELECTRICAL OUTLETSOR DEVICES AS NECESSARY TO ACCOMODATE THE WORK OFOTHER TRADES.

28.

PROVIDE TEMPORARY WIRING AS REQUIRED TO FACILITATERELOCATION OF EQUIPMENT AND CONSTRUCTION PHASING.

29.

30.

KEEP CONDUITS AS HIGH AS POSSIBLE (TIGHT TO STRUCTURE IF POSSIBLE)TO ALLOW FOR INSTALLATION BELOW OF EQUIPMENT WHICHMAY REQUIRE ACCESS FOR MAINTENANCE OR REPAIR.

31.

ADJUST AND AIM LIGHT FIXTURES FOR OPTIMUM PERFORMANCE PERDIRECTION OF LIGHTING DESIGNERS.

AS SOON AS POSSIBLE AFTER THE START OF THE PROJECT, COORDINATEALL SYSTEMS (AS APPLICABLE) WITH OTHER TRADES AND VENDORS.BRING ANY CONCERNS TO THE CM.

ALL EQUIPMENT, CONDUIT, RACEWAY, AND WIRING ROUTING SHOWNON THE DRAWINGS IS DIAGRAMMATIC AND INTENDED ONLY TO SHOW AGENERAL PATH FROM POINT "A" TO POINT "B" OR LOCATION. COORDINATEEXACT DIMENSIONS AND PLACEMENT. PROVIDE ALL BOXES, FITTINGS,BENDS, SUPPORTS, PENETRATIONS, SLEEVES, ETC. FOR A CODECOMPLIANT AND PROFESSIONAL INSTALLATION.

WHERE EXISTING EQUIPMENT IS RETROFITTED OR FEEDER/CKTSOURCE IS CHANGED (SUCH AS WITH EXISTING RECEPTACLES),THE CONTRACTOR SHALL UPDATE THE EQUIPMENT LABELS, PANELDIRECTORY, RECORD DRAWINGS, ETC, AS APPLICABLE.

WHERE AN ELECTRICAL CIRCUIT NUMBER IS DESIGNATED FOREQUIPMENT OR DEVICES AND IT HAS BEEN FOUND TO BEFEEDING AN EXISTING LOAD, SUBSTITUTE ANOTHER CIRCUITFROM THE SAME PANEL. MAINTAIN INFORMATION FOR "AS-BUILT"RECORD DRAWINGS, AND UPDATE PANEL SCHEDULES.

WHEN MODIFYING FEEDERS TO EXISTING PANELS AND LOADS,PROVIDE TEMPORARY CIRCUITS AS NEEDED TO LIMIT OUTAGESTO THE MINIMUM POSSIBLE DURATION. COORDINATE WITH THECM AND OWNER.

WHERE CIRCUITS ARE SHOWN AS ORIGINATING FROM AN EXISTINGPANEL AND IT IS NOT POSSIBLE TO FREE THAT CIRCUIT DURINGDEMOLITION, PROVIDE AND ASSIGN ANOTHER BREAKER IN SAME PANEL.PROVIDE CORRECT LABELING ON DIRECTORIES AND AT DEVICES, BOXCOVERS, RECORD AS-BUILT DRAWINGS, ETC.

WHERE DIRECTED TO USE EXISTING CIRCUITS, AND THE CIRCUITNUMBERS DIFFERS FROM THE DRAWING, UPDATE DIRECTORIES ANDRECORD DRAWINGS.

32.

ALL WIRING SHALL BE IN METAL CONDUIT UNLESS OTHERWISE NOTED.33.

1. PERMANENTLY REMOVE ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, JUNCTION BOXES, ELECTRICAL DEVICES AND ASSOCIATED WIRE, CONDUIT, AND/OR JUNCTION BOXES.

2. REMOVE ABANDONED CONDUIT, WIRE, JUNCTION BOXES, ETC. WITHIN DEMOLITION AREA EVEN THOUGH THEY ARE NOT SHOWN ON PLAN.

3. POWER OUTAGES SHALL BE FOR MINIMUM DURATION AT OFF- HOURS AS DIRECTED BY THE OWNER.

4. THE CONTINUITY OF EXISTING CIRCUITS THAT MAY BE INTERRUPTED BY THE ALTERATION, EVEN THOUGH THEY MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE MAINTAINED.

5. ELECTRICAL EQUIPMENT, FIXTURES, AND/OR DEVICES SCHEDULED TO REMAIN OR TO BE RELOCATED THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED WITH SIMILAR TYPE AS APPROVED BY THE OWNER, AT NO ADDITIONAL CHARGE TO THE OWNER.

6. PATCH HOLES AND REPLACE DAMAGED MATERIAL CAUSED BY DEMOLITION WORK. HOLES IN WALLS AND FLOOR SLABS SHALL BE FILLED WITH FIRE SAFING.

7. IN THE EVENT THAT DEMOLITION WORK AFFECTS THE STRUCTURAL SUPPORT OF EXISTING ELECTRICAL EQUIPMENT THAT IS TO REMAIN IN SERVICE, IT SHALL BE RE-SUPPORTED IN ACCORDANCE WITH ALL APPLICABLE CODES.

8. PROVIDE TEMPORARY POWER AND LIGHTING FIXTURES WITH LAMPS OF WATTAGE REQUIRED FOR ADEQUATE ILLUMINATION. TEMPORARY LIGHTING FIXTURES AND WIRING SHALL REMAIN IN PLACE FOR USE BY CONTRACTORS. REMOVE FIXTURES AND WIRING AT THE COMPLETION OF THIS PROJECT.

9. THE REMOVAL OR RELOCATION OF EXISTING ELECTRICAL EQUIPMENT PRESENTLY CONCEALED IN EXISTING CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER PRIOR TO REMOVAL OR RELOCATION.

10. THE OWNER SHALL REVIEW EQUIPMENT ITEMS INDICATED FOR REMOVAL. REMOVE ALL EQUIPMENT THE OWNER WISHES TO RETAIN TO A SITE AS DESIGNATED BY THE OWNER. REMOVE PROMPTLY FROM SITE ALL MATERIALS AND EQUIPMENT INDICATED FOR REMOVAL, WHICH ARE NOT SPECIFIED FOR REUSE, STORAGE, OR RETAINED BY THE OWNER.

REGARDING LABELING:WITH LABEL PRINTER, LABEL ALL COVER PLATES ACCORDING TOSYSTEM AND ASSOCIATED ITEMS OR FUNCTIONS. PROVIDE SUFFICIENTINFORMATION FOR USERS. COORDINATE WITH OWNER.

34. DO NOT SCALE THE DRAWINGS. BECAUSE OF THE SCALE OF THEDRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS OROTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE A COMPLETEOPERATING SYSTEM. CAREFULLY INVESTIGATE CONDITIONS AFFECTINGWORK AND INSTALL WORK IN SUCH A MANNER THAT INTERFERENCESBETWEEN PIPES, CONDUITS, DUCTS, EQUIPMENT, ARCHITECTURAL ANDSTRUCTURAL FEATURES SHALL BE AVOIDED. PROVIDE ITEMS THAT MAYBE REQUIRED TO MEET THE CONDITIONS AT THE BUILDING.

35. CONTRACTORS SHALL HAVE SUFFICIENT EXPERTISE IN THIS TYPE OFCONSTRUCTION TO REALIZE THE EXTENT OF THE WORK REQUIRED.THEREFORE, IT SHOULD BE OBVIOUS TO ANY PRUDENT FIRM WITHEXPERIENCE IN THIS FIELD THAT THESE DOCUMENTS MAY NOTEXPLICITLY DISCLOSE FINAL DETAILS. HOWEVER, CONTRACTORS SHALLHAVE THE EXPERTISE NECESSARY TO INCLUDE NECESSARYAPPOINTMENTS.

2A-1,3,5

27.

19

20

21

22

ACP-1A-9,11

600V,30A/2P

ACP-1A-8,10,12

ETRACP-1A19

19 20 21

EF M

M

M

ACP-1-6

22

WPACP-1-14


1/8" = 1'-0"E1001

LIGHTING PLAN 1/8" = 1'-0"E100

2POWER/SYSTEMS PLAN

E100

1 MECHANICAL EQUIPMENT AND CIRCUIT REVISIONS BLK AMG 02/05/18

THERMOMETERS

MECHANICAL SPECIFICATIONS

DEFINITIONS

SCOPE OF WORK

GENERAL STANDARDS OF MATERIALS

SHOP DRAWINGS AND SUBMITTAL DATA

MOTOR STARTERS/SWITCHES/COMBINATION STARTER DISCONNECT SWITCHES

PERFORMANCE TESTING AND BALANCING

ELECTRICAL CONNECTIONS

ACCESS DOORS

ACCESSIBILITY

COORDINATION

QUIET OPERATION AND VIBRATION CONTROL

DISCONNECT SWITCHES

CERTIFIED BALANCE REPORTS

PRODUCT: WESTINGHOUSE TYPES HF OR HU; GENERAL ELECTRIC TYPE TH; OR SQUARE D TYPE HU.

COORDINATE AND FURNISH TO THE ARCHITECT, IN WRITING, ANY INFORMATION NECESSARY TO PERMIT THE WORK TO BE INSTALLEDSATISFACTORILY AND WITH THE LEAST POSSIBLE INTERFERENCE OR DELAY.

LOCATE EQUIPMENT WHICH MUST BE SERVICED, OPERATED OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. EQUIPMENT REQUIRINGACCESS SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO, TRAPS, MOTORS, CONTROLLERS, SWITCHGEAR AND DRAIN POINTS.

THE SCOPE OF THE WORK INCLUDED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL INCLUDE COMPLETE MECHANICAL SYSTEM ASSHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ANY WORK REASONABLY INFERABLE FROM THE DRAWINGS AND SPECIFICATIONS, AS REQUIRED TO RESULT IN A COMPLETE INSTALLATION AND THE INTENDED OPERATION AND PERFORMANCE OF THE SYSTEMS, SHALL BEINCLUDED IN THE BASE BID EXCEPT WHERE THERE IS SPECIFIC REFERENCE TO EXCLUSION AND INCORPORATION IN OTHER QUOTATIONS.

SPECIFIC TERMINOLOGY, AS USED HEREIN, SHALL HAVE THE FOLLOWING MEANINGS:

"FURNISH"...PURCHASE AND DELIVER TO THE PROJECT SITE, COMPLETE WITH EVERY NECESSARY APPURTENANCE AND SUPPORT.

"INSTALL" . . .UNLOAD AT THE DELIVERY POINT AT THE SITE AND PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE MOUNTING AND CORRECT OPERATION AT THE PROPER LOCATION IN THE PROJECT.

"PROVIDE". . . FURNISH AND INSTALL.

"PIPING". . . PIPE, FITTINGS, FLANGES, VALVES, CONTROLS, HANGERS, TRAPS, DRAINS, INSULATION, VENTS AND OTHER ITEMS CUSTOMARILY REQUIRED IN CONNECTION WITH THE TRANSFER OF FLUIDS.

EQUIPMENT AND MATERIALS, UNLESS SPECIFICALLY INDICATED OTHERWISE, SHALL BE NEW AND OF FIRST QUALITY, PRODUCED BYMANUFACTURERS WHO HAVE BEEN REGULARLY ENGAGED IN THE MANUFACTURE OF THESE PRODUCTS FOR A PERIOD OF NOT LESS THANFIVE YEARS.

NOTE THAT WHERE SPECIFIC MANUFACTURERS' PRODUCTS ARE INDICATED ON THE DRAWINGS, THE ASSOCIATED SYSTEMS HAVE BEENDESIGNED ON THE BASIS OF THAT PRODUCT'S PHYSICAL CHARACTERISTICS. WHERE SPECIFIC MANUFACTURERS' PRODUCTS ARE NOTINDICATED ON THE DRAWINGS AND MORE THAN ONE MANUFACTURER IS NAMED IN THE SPECIFICATIONS, THE ASSOCIATED SYSTEMS HAVEBEEN DESIGNED ON THE BASIS OF THE FIRST-NAMED MANUFACTURER'S PRODUCT.

WHEN PRODUCTS OTHER THAN THOSE USED AS THE BASIS OF DESIGN ARE PROVIDED, PAY ADDITIONAL COSTS RELATED TO MODIFICATIONSTO THE SYSTEMS AND/OR STRUCTURE REQUIRED BY THE USE OF THAT PRODUCT.

MATERIALS FURNISHED SHALL BE DETERMINED SAFE BY A NATIONALLY RECOGNIZED TESTING ORGANIZATION, SUCH AS UNDERWRITERS'LABORATORIES, INC., OR FACTORY MUTUAL ENGINEERING CORPORATION, AND MATERIALS SHALL BE LABELED, CERTIFIED OR LISTED BY SUCHORGANIZATIONS.

MATERIALS FURNISHED AND WORK INSTALLED SHALL COMPLY WITH ACT FLORIDA BUILDING CODE, WITH THE NATIONAL FIRE CODES OFTHE NATIONAL FIRE PROTECTION ASSOCIATION, WITH THE REQUIREMENTS OF THE LOCAL UTILITY COMPANIES, AND WITH THEREQUIREMENTS OF GOVERNMENTAL DEPARTMENTS OR AUTHORITIES HAVING JURISDICTION. MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL PORTION OF THE MECHANICAL SYSTEMS SHALL BEAR THE APPROVAL LABEL OF OR SHALLBE LISTED BY THE UNDERWRITERS' LABORATORIES, INC. ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE.

EQUIPMENT AND ASSOCIATED ITEMS SHALL OPERATE UNDER CONDITIONS OF LOAD WITHOUT SOUND OR VIBRATION DEEMED OBJECTIONABLEBY THE ARCHITECT. IN THE CASE OF MOVING EQUIPMENT, SOUND OR VIBRATION NOTICEABLE OUTSIDE OF THE ROOM IN WHICH IT IS INSTALLED,OR ANNOYINGLY NOTICEABLE WITHIN THE ROOM IN WHICH IT IS INSTALLED, SHALL BE DEEMED OBJECTIONABLE. SOUND OR VIBRATIONDEEMED OBJECTIONABLE SHALL BE CORRECTED IN AN APPROVED MANNER AT NO EXTRA COST TO THE OWNER. VIBRATION CONTROL SHALLBE PROVIDED BY MEANS OF APPROVED VIBRATION ISOLATORS AND INSTALLED IN ACCORDANCE WITH THE ISOLATOR MANUFACTURER'SRECOMMENDATIONS.

GENERAL: FURNISH EACH ACCESS DOOR ASSEMBLY MANUFACTURED AS AN INTEGRAL UNIT, COMPLETE WITH ALL PARTS AND READY FORINSTALLATION AS REQUIRED.

PROVIDE MOTOR STARTERS AND SWITCHES HAVING QUICK-MAKE, QUICK-BREAK MECHANISM WITH ENCLOSURE HAVING CONSTRUCTION TOPERMIT PADLOCKING STARTER IN "OFF" POSITION. EQUIP EACH POLE OF STARTERS WITH AN INTERCHANGEABLE THERMAL ACTUATEDOVERLOAD ELEMENT ARRANGED TO TRIP POLES OPEN IF ANY POLE IS OVERLOADED. SIZE OVERLOAD ELEMENTS FOR THE MOTOR LOADCONTROLLED. PROVIDE NEMA-1 ENCLOSURE, UNLESS OTHERWISE INDICATED.

MOTOR SWITCHESPRODUCT: SQUARE D CLASS 2510; GENERAL ELECTRIC TYPE CR101; OR WESTINGHOUSE MST SERIES.

MANUAL MOTOR STARTERSPRODUCT: GENERAL ELECTRIC CR1062; WESTINGHOUSE TYPE A100 SERIES; OR SQUARE D.

SYSTEMS SHALL BE CLEANED, PRESSURE TESTS COMPLETED AND APPROVED, AND IN CONTINUOUS OPERATION BEFORE BALANCING BEGINS.MINIMUM CONTINUOUS OPERATION SHALL BE 24 HOURS.

CONTRACTOR SHALL PROVIDE FINAL TESTS AND ADJUSTMENTS NECESSARY TO DEMONSTRATE COMPLIANCE WITH SPECIFIED PERFORMANCEREQUIREMENTS FOR MAJOR ITEMS OF EQUIPMENT.

PROVIDE COMPLETE BALANCING OF FAN AND COIL.

PROVIDE AIR BALANCING AND TESTING BY AN APPROVED MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL OR NATIONALENVIRONMENTAL BALANCING BUREAU. BALANCING SHALL BE IN ACCORDANCE WITH THE A.A.B.C. MANUAL. THE BALANCERS MUSTSUBMIT TO THE ARCHITECT A RESUME OF EXPERIENCE, A SAMPLE OF THE FORMS TO BE USED FOR THE FINAL REPORT, AND AN INVENTORYOF THE INSTRUMENTS TO BE USED. TYPES, SERIAL NUMBERS AND DATES OF LAST CALIBRATION OF INSTRUMENTS USED SHALL BE LISTEDIN FINAL BALANCE REPORTS.

THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF THE DATE AND TIME OF FINAL BALANCING AND TESTING ACTIVITIES. NOTIFICATION MUSTBE RECEIVED AT LEAST 48HOURS IN ADVANCE SO THAT THE ARCHITECT CAN BE PRESENT IF HE SO WISHES.

OBTAIN COPIES OF THE FINAL AIR FLOW AND WATER FLOW BALANCE AND TEST REPORTS FROM THE BALANCING AGENCIES. SUBMIT SAMETO THE ARCHITECT IN ARCHITECT'S EVALUATION AND APPROVAL. FINAL BALANCE AND TEST REPORTS SHALL BE CERTIFIED BY A REGISTEREDPROFESSIONAL ENGINEER.

CONNECTIONS TO EXISTING WORKPLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONOF EXISTING FACILITIES. SUBMIT TO THE OWNER FOR APPROVAL, DATE SCHEDULE OF NECESSARY TEMPORARY SHUTDOWNS OF EXISTINGSERVICES. SHUTDOWNS SHALL BE MADE AT SUCH TIMES AS SHALL NOT INTERFERE WITH REGULAR OPERATION OF EXISTING FACILITIESAND ONLY AFTER WRITTEN APPROVAL OF OWNER IS OBTAINED. TO ENSURE CONTINUOUS OPERATION, MAKE NECESSARY TEMPORARYCONNECTIONS BETWEEN NEW AND EXISTING WORK. BEAR COSTS RESULTING FROM TEMPORARY SHUTDOWNS.

CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER AND IN ACCORDANCE WITH LOCAL CODES AND REGULATIONS.RESTORE EXISTING WORK DISTURBED TO ORIGINAL CONDITION.

SUBMIT SHOP DRAWINGS OF MATERIALS, METHOD OF CONNECTION AND NECESSARY TEMPORARY CONNECTIONS FOR APPROVAL BEFOREINSTALLATION.

TRAINING

AFTER INSTALLATION, STARTUP AND TROUBLE SHOOTING OF THE SYSTEM IS COMPLETE, CONTRACTOR SHALL PROVIDE ON-SITE AND HANDS-ONOWNER TRAINING PERIOD ON THE ATC SYSTEM FOR UP TO THREE OPERATORS (CONCURRENTLY) FOR 24 HOURS (CLOCK HOURS, NOT MANHOURS). TRAINING AND INSTRUCTION TIME MAY BE BROKEN UP INTO UP TO TWO OR THREE SMALLER TIME PERIODS AS DEEMED BY THEOWNER TO BE NECESSARY AND/OR CONVENIENT. CONTRACTOR SHALL OBTAIN RECEIPTS SIGNED BY THE OPERATOR DOCUMENTING THETRAINING TIME THAT HAS BEEN PROVIDED.

CONTRACTOR SHALL TRAIN THE OPERATORS TO PERFORM ALL FUNCTIONS AVAILABLE FOR LEVEL 1, 2 AND 3 OPERATORS.

IN PARTICULAR, CONTRACTOR SHALL PROVIDE TRAINING AND INSTRUCTION, BOTH WRITTEN DOCUMENTS AND IN ONE-ON-ONE TRAINING, INSETTING UP AND MAINTAINING OF DATA TREND LOGS, THE CHANGING OF SETPOINTS, AND THE PROGRAMMING OF CONTROL ALGORITHMS.THESE ARE ONLY THE MINIMUM TRAINING REQUIREMENTS.

PROVIDE ALL NECESSARY SOFTWARE AND DOCUMENTATION TO PERMIT THE OPERATOR TO PROGRAM AND MAINTAIN THE GUI AND ITS VARIOUSFUNCTIONS.

CODES, PERMITS AND INSPECTIONS

SHOP DRAWINGS AND SUBMITTAL DATA SHALL BE SUBMITTED FOR ALL NEW EQUIPMENT PROVIDED ON THE PROJECT PRIOR TO INSTALLATION.INSTALLATION SHALL COMMENCE ONLY AFTER APPROVAL HAS BEEN OBTAINED.

THERMOMETERS SHALL BE RED-READING MERCURY THERMOMETERS WITH CAST ALUMINUM CASE AND CLEAR GLASS WINDOW, AND SHALLREAD DEGREES FAHRENHEIT. THERMOMETERS SHALL BE SIDE ANGLE TYPE, WITH BRASS EXTENSION NECK SEPARABLE SOCKET. SCALERANGE SHALL BE 30 - 240 DEGREES F.B WITH 2 DEG. F. SCALE DIVISIONS. WEISS INSTRUMENTS INDUSTRIAL THERMOMETER OR APPROVEDEQUIVALENT.

DUCTWORK

DUCT LINING

FLEXIBLE CONNECTIONS

DUCTWORK, FITTINGS, REINFORCEMENT, HANGERS, ETC., SHALL BE IN ACCORDANCEWITH LATEST EDITION OF SMACNA.

FAN AND AIR SUPPLY UNITS, BOTH AT INLET AND DISCHARGE, SHALL BE MADE WITH FLEXIBLE MATERIAL SO AS TO PROHIBIT THE TRANSFER OFVIBRATION FROM FANS TO CONNECTING DUCTWORK, WITHOUT AIR LEAKAGE. THE FLEXIBLE MATERIAL SHALL HAVE SUFFICIENT SLACK SO ASTO PREVENT TEARING DUE TO FAN MOVEMENT. MATERIAL SHALL BE NFPA APPROVED.

DUCT WRAP SHALL CONSIST OF 2" THICK, FIBER BLANKET, MINIMUM POUND PER 3/4" POUND PER CUBIC FOOT DENSITY WITH A FACTORYAPPLIED REINFORCED FOIL/ KRAFT VAPOR BARRIOR JACKET. JACKET SHALL BE FLAME RETARDANT.

ACOUSTIC DUCT LINING SHALL CONSIST OF 1" THICKNESS NFPA APPROVED MAT FACED NEOPRENE COATED RESILIENT GLASS FIBER BLANKETOF 3 POUND PER CUBIC FOOT DENSITY WITH COATED SIDE FACING THE AIR STREAM.

INSULATION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND MANUFACTURERSRECOMMENDATIONS. PROVIDE ACOUSTIC DUCT LINING IN ALL LOW PRESSURE SUPPLY AND RETURN DUCTWORK.

PROVIDE DUCT WRAP ON ALL MEDIUM PRESSURE DUCTWORK.

REGARDLESS OF VOLTAGE, PROVIDE TEMPERATURE CONTROL WIRING, INTERLOCK WIRING, AND EQUIPMENT CONTROL WIRING FOR THEEQUIPMENT PROVIDED UNDER DIVISION 26 OF THE SPECIFICATIONS. IN ADDITION, CONTROL WIRING PROVIDED UNDER DIVISION 26 ALSOINCLUDES ALL WIRING TO EQUIPMENT.

DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED UNDER DIVISION 26, INSTALLED UNDER DIVISION 26 AND WIRED UNDERDIVISION 27.

FURNISH ELECTRICAL DISCONNECT SWITCHES REQUIRED FOR EQUIPMENT PROVIDED UNDER THIS DIVISION OF THE SPECIFICATIONS.

POWER WIRING NOT USED FOR CONTROL FUNCTIONS, COMPLETE FROM POWER SOURCE TO MOTOR OR EQUIPMENT JUNCTION BOX, INCLUDINGPOWER WIRING THROUGH STARTERS, SHALL BE PROVIDED UNDER DIVISION 16.

COORDINATE TO ENSURE THAT ELECTRICAL DEVICES FURNISHED OR PROVIDED ARE COMPATIBLE WITH THE ELECTRICAL SYSTEMS USED.

FURNISH FUSES (FOR INSTALLATION UNDER DIVISION 16) FOR EQUIPMENT PURCHASED UNDER THIS DIVISION OF THE SPECIFICATION.

FAN AND AIR SUPPLY UNITS, BOTH AT INLET AND DISCHARGE, SHALL BE MADE WITH FLEXIBLE MATERIAL SO AS TO PROHIBIT THE TRANSFER OFVIBRATION FROM FANS TO CONNECTING DUCTWORK, WITHOUT AIR LEAKAGE. THE FLEXIBLE MATERIAL SHALL HAVE SUFFICIENT SLACK SO ASTO PREVENT TEARING DUE TO FAN MOVEMENT. MATERIAL SHALL BE NFPA APPROVED.

SPLIT-SYSTEM AIR CONDITIONERSPART 1 - GENERAL

1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Condition, apply to this Section.

1.2 SUMMARY B. This Section includes split-system air-conditioning/heat pump units consisting of separate indoor air handling unit/heat pump units and condenser unitcomponents. Indoor units are designed for wall mounted applications.

1.3 SUBMITTALS A. Product Data: Include rated capacities, furnished specialties, and accessories for each type of product indicated. Include performance data in terms ofcapacities, outlet velocities, static pressures, sound power characteristics, motor requirements, and electrical characteristics. B. Shop Drawings: Diagram power, signal, and control wiring. C. Samples for Initial Selection: For units with factory-applied color finishes. D. Field quality-control test reports. E. Operation and Maintenance Data: For split-system air-conditioning units to include in emergency, operation, and maintenance manuals. F. Warranty: Special warranty specified in this Section.

1.4 QUALITY ASSURANCE A. Product Options: Drawings indicate size, profiles, and dimensional requirements of split-system units and are based on the specific system indicated. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities havingjurisdiction, and marked for intended use. C. ASHRAE Compliance: Applicable requirements in ASHRAE 62.1-2004, Section 5 - "Systems and Equipment" and Section 7 - "Construction and Startup." D. ASHRAE/IESNA 90.1-2004 Compliance: Applicable requirements in ASHRAE/IESNA 90.1-2004, Section 6 - "Heating, Ventilating, and Air-Conditioning." E. Units shall be rated per ARI Standards 210/240 and listed in the ARI directory as matched systems. F. Units shall be constructed in accordance with UL standards and shall be UL certified. G. Unit construction shall comply with ANSI/ASHRAE 15, latest revision. H. All power and control wiring shall be installed per NEC and all local building codes.

1.5 COORDINATION A. Coordinate size, location, and connection details with equipment supports.

1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of split-system air-conditioning/heat pump unitsthat fail in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion.

1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labelsdescribing contents. 1. Filters: One set of filters for each unit. 2. Fan Belts: One set of belts for each unit.

1.8 INDOOR WALL MOUNTED FAN COIL UNITS A. Units shall be complete with cooling/heating direct expansion coils, fans, fan motors, piping connectors, wiring, electrical controls, microprocessor controlsystems, and integral temperature sensing. Units shall be furnished with integral wall mounting brackets, mounting hardware and thermistor interconnection cables. B. Unit cabinets with discharge and inlet grilles shall be architecturally styled, high impact polystyrene. Cabinets shall be fully insulated for improved thermal andacoustic performance. C. Fans: 1. Fans shall be tangential direct-drive blower type with air intake at the upper front face of the units and discharge at the bottom front. Fans shall be staticallyand dynamically balanced. 2. Fan motors shall be open drip-proof, permanently lubricated ball bearing type with inherent overload protection. Fan motors shall be 3-speed. D. Units shall include an adjustable air outlet system. Automatic, motor driven, vertical air sweep operation shall be provided as standard. The air sweep operationshall be user selectable. The horizontal direction may be adjusted using the infrared remote controller and vertical direction may be manually set. E. The coils shall be of nonferrous construction with aluminum plate fins mechanically bonded to copper tubing and mounted in galvanized steel tube sheets. Thecoils shall be pressure tested at the factory. F. Drip pans under the coils and piping shall have drain connections for hose attachments to remove condensate. Condensate pans shall have internal traps andauxiliary drip pans under the coil headers. G. Condensate pumps shall remove condensate from the drain pans when gravity drainage cannot be used. Pumps shall be designed for quiet operation. Pumpsshall consist of two parts: an internal reservoir/sensor assembly, and a remote sound-shielded pump assembly. The lift capability of the condensate pumps shall be 1to 10 feet (3/4 ton size) and 3 to 25 feet (1 to 2 ton sizes). Level sensors on the condensate pans shall stop cooling operation if unacceptable water levels aresensed. H. The controls shall consist of a microprocessor based control system which shall control space temperature, determine optimum fan speed, and run selfdiagnostics. The temperature control range shall be from 64?F to 84?F. The units shall have the following functions as a minimum. 1. An automatic restart after power failure at the same operating conditions as at failure. 2. A timer function to provide a minimum 24 hour timer cycle for system Auto Start/Stop. 3. Temperature sensing controls shall sense return air temperature and indoor coil discharge air temperature. High discharge air temperature shutdown shallbe provided. 4. Indoor coil freeze protection. 5. Wireless infrared remote control to enter and display set points and operating conditions. 6. Auto Stop features shall have integral setback control. 7. Automatic air-sweep control to provide on/off activation of air-sweep louvers. 8. Dehumidification mode shall provide increased latent removal capability by modulating system operation and set point temperature. 9. Fan only operation to provide room air circulation when no cooling is required. 10. Diagnostics shall provide continuous checks of unit operation and warn of possible malfunctions. Error messages shall be displayed at the unit and at theremote controller. 11. Indoor-to-outdoor thermister connection cables shall be provided with the fan coil units. 12. Fan speed control shall be user selectable: high, medium, low or microprocessor automatic operation during all operating modes. 13. A time delay shall prevent compressor restart in less than 3 minutes. 14. Automatic heating-to-cooling changeover to provide automatic heating and cooling operation. Control shall include deadband to prevent rapid mode cycling(heat pumps only). 15. Demand defrost shall be provided and shall minimize defrost cycles by internally adjusting defrost timing based on frost accumulation (heat pumps only). 16. Indoor coil high temperature protection shall be provided to detect excessive indoor discharge temperature when unit is in heat pump mode (heat pumpsonly). I. Units shall have filter tracks with factory supplied cleanable filters or throwaway filters. J. Unit electrical requirements shall be as indicated on the drawings. Power and control wiring shall have terminal block connections. K. All units shall have rotatable refrigerant lines for penetration through walls using flare connections. All units shall have flare connections.

1.

1.9 OUTDOOR AIR-COOLED CONDENSING/HEAT PUMP UNITS A. Outdoor units shall be factory assembled, single piece, air-cooled equipment. Units shall include all factory wiring, piping, controls, compressors, full refrigerantcharges and appurtenances required for a complete package. B. Unit casings: 1. Unit casings shall be constructed of galvanized steel, bonderized and coated with a baked enamel finish. 2. Unit access panels shall be removable with minimum screws and shall provide full access to the compressors, fans, and control components. 3. The outdoor compartments shall be isolated and have an acoustic lining to assure quiet operation. C. Outdoor Fans: 1. Fans shall be direct-drive propeller type arranged to discharge air horizontally. 2. Fans shall be provided with raised metal guards to prevent contact with moving parts. 3. Fan motors shall be totally-enclosed, single-phase motors with class B insulation and permanently lubricated sleeve bearings. Motors shall be protected byinternal thermal overload protection. Motors shall be resiliently mounted for quiet operation. 4. Fan blades and shafts shall be corrosion resistant. 5. Fans shall be statically and dynamically balanced. D. Compressors: 1. Compressors shall be fully hermetic reciprocating or scroll type suitable for use with refrigerant R 410A. 2. Compressors shall be equipped with oil systems, operating oil charges, and motors. Internal overloads shall protect the compressors from overtemperatureand overcurrent. Scroll compressors shall also have high discharge gas temperature protection. 3. Motors shall be NEMA rated class F, suitable for operation in a refrigerant atmosphere. 4. Compressors shall be equipped with crankcase heaters to minimize liquid refrigerant accumulation in compressors during shutdown and to preventrefrigerant dilution of oil. 5. Compressor assemblies shall be installed on rubber vibration isolators and shall have internal spring isolation. E. Outdoor coils shall be of nonferrous construction with aluminum fins mechanically bonded to internally enhanced, seamless copper tubes which are cleaned,dehydrated, and sealed. The coils shall be protected with integral metal guards. Coils shall be leak tested at 350 psig air pressure with the coil submerged in water. F. Refrigerant circuit components shall include brass external liquid line service valves with service gage port connections, suction line service valves with servicegage port connections, service gage port connections on compressor suction and discharge lines with Schrader-type fittings with brass caps, accumulators, bi-flowfilter driers, pressure reliefs, reversing valves (heat pumps only) and heating mode metering devices (heat pumps only). G. Refrigerant Line Kits: Soft-annealed copper suction and liquid lines factory cleaned, dried, pressurized, and sealed; factory-insulated suction line with flaredfittings at both ends. 1. Minimum Insulation Thickness: 1 inch thick. H. Operating controls and safeties shall be factory selected, assembled, and tested. The minimum control functions shall include the following: 2. Controls: a. Time delay restart to prevent compressor reverse rotation (single-phase scroll compressors only). b. Automatic restart on power failure. c. Safety lockout if any outdoor unit safety is open. d. A time delay control sequence is also provided standard through the fan coil board, thermostat, or controller. e. High pressure and liquid line low pressure switches. f. Automatic outdoor fan motor protection. g. Start capacitor and relay (single phase reciprocating compressors only). h. An electronically operated liquid solenoid shutoff valve shall close and open in response to compressor operation. i. Low ambient control shall regulate fan-motor cycles in response to saturated condensing pressure of the unit. The control shall be capable of maintaininga condensing temperature of 100°F +/-10°F with outdoor temperatures of 20°F. j. Winter start control shall permit start-up for cooling operation under low-load conditions and at low-ambient temperatures by bypassing the low pressureswitch for a 3-minute delay period. 1. Safeties: 2. System diagnostics. a. Compressor motor current and temperature overload protection. b. High pressure relief. c. Outdoor fan failure protection. d. Electrical Requirements: e. Unit electrical requirements shall be as indicated on the drawings. f. Unit electrical power shall be single point connections. g. Unit control voltage to the indoor units shall be 24 volt. 3. Power and control wiring shall have terminal block connections.

PART 2 - EXECUTION

2.1 INSTALLATIONA. Install system in strict accordance with manufacturer's recommendations.B. Install units level and plumb.C. Install evaporator-fan components using manufacturer's standard mounting devices securely fastened to building structure.D. Install ground-mounting, compressor-condenser components on 4-inch-thick, reinforced concrete base; 4 inches larger on each side than unit. Concrete,reinforcement, and formwork are specified in Division 03 Section "Cast-in-Place Concrete." Coordinate anchor installation with concrete base.E. Install and connect precharged refrigerant tubing to component's quick-connect fittings. Install tubing to allow access to unit.F. Provide controls, including control wiring.

2.2 CONNECTIONSA. Piping installation requirements are specified in other Division 23 Sections. Drawings indicate general arrangement of piping, fittings, and specialties.B. Install piping adjacent to unit to allow service and maintenance.C. Ground equipment according to Division 26.D. Electrical Connections: Comply with requirements in Division 26 Sections for power wiring, switches, and motor controls.

2.3 FIELD QUALITY CONTROLA. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test and adjust field-assembled components and equipmentinstallation, including connections.B. Perform the following field tests and inspections and prepare test reports:1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist.2. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation.3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.C. Remove and replace malfunctioning units and retest as specified above.

2.4 STARTUP SERVICEA. Engage a factory-authorized service representative to perform startup service.1. Complete installation and startup checks according to manufacturer's written instructions.2.


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CU2

AHU2

T

T

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EXISTING AIRHANDLING UNIT 282687

EXISTING CONDENSING UNIT

1 2

4

5

6

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8 9

REMOVE EXISTING EXHAUSTFAN AND REPLACE WITHGREENHECK CSW-10-BI, 500CFM, 1.0" E.S.P., 1/4 HP, 115/1VOLT.FAN TO BE EXPLOSIONPROOF.

12x12 EA UP TO ROOF

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12x12 EXHAUST GRILLESIMILAR TO TITUS 355 FL

1/4" = 1'-0"1

MECHANICAL PLAN

N.T.S.AIR HANDLER DETAIL

2"x1 1/4"x1/4" ANGLE

ATTIC FLOORINGBY OTHERS

WEIGHTDISTRIBUTINGANGLE

BOLT STAND TOFLOORING. SHIMTO LEVEL HEATPUMP. - TYP. OF 4

2"x2"x1/4"ANGLE

HEAT PUMP MOUNTING STAND - SIZETO MATCH DIMENSIONS OF UNIT

WEIGHT DISTRIBUTINGANGLE

1"x1/4" FLAT BARANGLE BRACING

WELDED CONNECTION- TYPICAL FOR ALL JOINTS

STRUCTUREBY OTHERS

MOUNT HEATPUMP 18" AFF

1/4" NEOPRENE VIBRATION ISOLATIONPADDING AROUND PERIMETER OF HEATPUMP

N.T.S.AIR HANDLER MOUNTING STAND DETAIL

TITUS 350 RS 10"x30" SUPPLY GRILLE (600 CFM EA)

DUCT RISER CONNECTION TO AHU12 x 16"

GENERAL KEYNOTESMOUNT AIR HANLING UNIT ON STAND, SEE DETAIL.1

2 PROVIDE REFRIGERANT LIQUID AND SUCTION PIPINGBETWEEN AIR HANDLING UNIT AND CONDENSING UNIT, SIZEPER MANUFACTURERS RECOMENDATIONS.RELOCATE RAIN BIRD AUTOMATIC SPRINKLER CONTROLPANEL

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4 ATTACH THERMOSTAT TO AIR HANDLING UNIT

PROVIDE 3 4" PVC CONDENSATE DRAIN AND TRAP, ROUTE TOEXTERIOR OF BUILDING, TERMINATE OVER SPLASH BLOCK.

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6 TRANE CONDENSING UNIT MODEL 4TTA3036B3 ORAPPROVED EQUAL

OPTIONAL FILTER RACK

TRANE AIR HANDLER MODEL TEM4AOB30S31SA ORAPPROVED EQUAL

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8 TRANE SLIM FIT FILTER BOX ACCESSORY NUMBERBAYSF1185AAA

9 OPTIONAL TRANE ELECTRIC HEATER ACCESSORY NUMBERBAYHTR1505BRK

M100

PERFORM A PREBALANCE PRIOR TO DEMOLITION. PROVIDEDEDUCT ALTERNATE IF EXISTING EXHAUST FAN IS OPERABLEAND CFM IS SIMILAR TO DESIGN CFM.

ROOF MOUNTED EXHAUST FAN. INSTALL FAN AT A MINIMUMOF 10'-0" FROM EDGE OF ROOF CURB FOR EXHAUST DUCTPENETRATION THROUGH ROOF. FAN SHALL RUNCONTINUOUSLY.

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ROOF RAIL

ROOF

NOTE: ALL DUCTWORK ABOVE ROOF TO BE STAINLESS

FLEX

ROOF RAIL CAP

DRAINWOOD NAILERWOOD BLOCKING

VIBRATION ISOLATION AND RAILMOUNTING PER SPECIFICATIONS

STAINLESS STEEL DISCHARGE DUCT.PROVIDE BACK DRAFT DAMPER ANDFRAMED BIRD SCREEN OVER OPENING.

ROOF MOUNTEDUTILITY EXHAUST FAN DETAILN.T.S.

HEAT PUMP


SECURE CAPTO CURB

ROOFINSULATION

ROOF CURB

DUCTWOOD BLOCKING

GASKET ORSEALANT

COUNTERFLASHINGINTEGRAL TO DUCT

STAINLESS STEELCONSTRUCTIONABOVE ROOF

ROOF DECKING

ROOFINGMATERIAL

ROOF CURB DETAILN.T.S.

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GENERAL NOTES SEISMIC DESIGN DATA REINFORCING STEEL ...

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