general seismic bracing general mechanical notes mechanical.pdf · 3. opa-0125 nusig seismic...

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FD FD FSD FSD MD MD SD SD CD-1 100 12x12 X X XX-X LOCATION X XXX A S ET P T CHWR CHWS HWR HWS RL RS M Abbreviations AIR CONDITION(ED) A/C ACCESS DOOR AD ABOVE FINISHED FLOOR AFF BACKDRAFT DAMPER BDD BELOW FINISHED FLOOR BFF BACKFLOW PREVENTER BFP BRAKE HORSEPOWER BHP CEILING DIFFUSER CD CONDENSATE DRAIN CD CUBIC FEET PER MINUTE CFM CONTINUATION CONT. COEFFICIENT OF PERFORMANCE COP CONDENSING UNIT CU CHECK VALVE CV COLD WATER CW DROP D DECIBEL DB DRY BULB DB DOOR GRILLE DG DIAMETER DIA DIRECT EXPANSION DX ENTERING AIR TEMPERATURE EAT ENERGY EFFICIENCY RATING EER EXHAUST FAN EF EFFICIENT EFF ELECTRICAL ELECT ENTERING WATER TEMPERATURE EWT EXHAUST EXH FAHRENHEIT F FIRE DAMPER FD FULL LOAD AMPS FLA FEET FT GALLONS GAL GALLONS PER MINUTE GPM HEAD HD HORSEPOWER HP HEATING HTG HOT WATER COIL HWC INSIDE DIAMETER ID INVERT ELEVATION IE INCHES IN KILOWATT KW LEAVING AIR TEMPERATURE LAT POUNDS LBS. LATENT HEAT LH LEAVING WATER TEMPERATURE LWT MIXED AIR MA MAXIMUM MAX THOUSAND BTU'S PER HOUR MBH MOTORIZED DAMPER MD MINIMUM MIN MOTOR STARTER MS MAKE-UP WATER MW NORMALLY CLOSED N.C. NORMALLY OPEN N.O. NOT APPLICABLE N/A NOISE CRITERIA NC NOT IN CONTRACT NIC NOT TO SCALE NTS OUTSIDE AIR OA OPPOSED BLADE DAMPER OBD ON CENTER OC OUTSIDE DIAMETER OD PRESSURE DROP PD PHASE PH PRESSURE REDUCING VALVE PRV POUNDS PER SQUARE INCH PSI QUANTITY QTY RETURN AIR RA REFRIGERANT LIQUID RL REVOLUTIONS PER MINUTE RPM REFRIGERANT SUCTION RS SUPPLY AIR SA SEASONAL ENERGY EFFICIENCY RATING SEER SQUARE FEET SF SENSIBLE HEAT SH SHUT OFF VALVE SOV STATIC PRESSURE SP TEMPERATURE T, TEMP TEMPERATURE DIFFERENCE TD TOTAL HEAT TH TOTAL PRESSURE TP UNDERCUT DOOR UD VOLT V WATT W WET BULB WB WATER COLUMN WC Dampers FIRE DAMPER FIRE/SMOKE DAMPER MOTORIZED DAMPER SMOKE DAMPER VOLUME DAMPER Diffusers and Grilles EXHAUST AIR RETURN AIR SUPPLY AIR DIFFUSER OR GRILLE IDENTIFICATION Ductwork Fittings ACCOUSTICALLY LINED DUCT (SIZES SHOWN ARE NET INSIDE) BELLMOUTH CONCENTRIC SQUARE TO ROUND CONCENTRIC TRANSITION, RECTANGULAR OR ROUND ECCENTRIC TRANSITION, RECTANGULAR OR ROUND FLEXIBLE CONNECTION MITERED ELBOW WITH TURNING VANES NON-SYMMETRICAL WYE RADIUSED ELBOW RECTANGULAR DUCT DROP RECTANGULAR DUCT RISER RECTANGULAR MAIN WITH RECTANGULAR BRANCH RECTANGULAR MAIN WITH ROUND BRANCH RECTANGULAR OFFSET LESS THAN 15° RECTANGULAR OFFSET MORE THAN 15° ROUND DUCT DROP ROUND DUCT RISER ROUND DUCT WITH ROUND BRANCH ROUND WYE SYMMETRICAL WYE General CONTINUATION DETAIL NUMBER AND SHEET LOCATION EQUIPMENT IDENTIFICATION KEYED NOTE SECTION NUMBER AND SHEET LOCATION Piping Fittings, Appurtenances and Equipment AIR SEPARATOR CAP CONTINUATION EXPANSION LOOP EXPANSION TANK MANUAL AIR VENT PIPE DROP PIPE RISE PIPE TO DRAIN PRESSURE GAUGE WITH COCK PRESSURE RELIEF VALVE PRESSURE SENSOR T&P RELIEF VALVE TEE DOWN ON PIPE TEE UP ON PIPE TEMPERATURE SENSOR TEST PORT THERMOMETER VENT TO ATMOSPHERE Piping Systems CHILLED WATER RETURN CHILLED WATER SUPPLY HEATING WATER RETURN HEATING WATER SUPPLY REFRIGERANT LIQUID REFRIGERANT SUCTION Piping Valves CHECK VALVE GLOBE VALVE MOTORIZED, 2-WAY VALVE PRESSURE REDUCING VALVE QUARTER TURN VALVE VALVE, GENERAL MECHANICAL SYMBOL LIST NOTE: This is a standard symbol list and not all items listed may be used. WITH PIPE TO DRAIN (PETE'S PLUG OR EQUAL) BALANCING VALVE SCHOOL EQUIPMENT ANCHORAGE NOTES GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES B. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE ANCHOR TESTING AND EMBED REQUIREMENTS. C. ALL PIPING AND CONDUIT CROSSING BUILDING SEISMIC SEPARATIONS SHALL BE PROVIDED WITH APPROVED FLEXIBLE CONNECTORS. D. A COPY OF THE BRACING SYSTEMS INSTALLATION MANUAL SHALL BE ON THE JOB SITE PRIOR TO STARTING THE INSTALLATION OF THE HANGERS AND/OR BRACES. SUBMIT APPLICABLE DETAILS FOR REVIEW AND APPROVAL. F. UNLESS THE STRUCTURAL DRAWINGS HAVE AN ENGINEERED SYSTEM, PIPING SHALL BE SUPPORTED AND BRACED WITH ONE OF THE FOLLOWING SYSTEMS: 1. OPA-0300 TOLCO SEISMIC RESTRAINT SYSTEM. 2. OPA-0349 MASON SEISMIC RESTRAINT GUIDELINES FOR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS. OPA-0114 B-LINE SEISMIC RESTRAINT SYSTEM. 3. OPA-0125 NUSIG SEISMIC SUPPORT DEVICES. G. SEISMIC BRACING POINTS SHALL BE SUBMITTED ON CONTRACTOR'S COORDINATED SHOP DRAWINGS. H. CONTRACTOR TO SUBMIT WRITTEN CERTIFICATION, BY A STRUCTURAL OR CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA THAT THE PIPING AND DUCTWORK IS INSTALLED IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE. I. LAYOUT DRAWINGS, SHOWING THE BRACING/SUPPORT LOCATIONS AND REFERENCES TO DETAILS FOR PIPING/DUCTS/CONDUITS EXCEPT FIRE SPRINKLERS, NEED TO BE SUBMITTED FOR USE BY THE INSPECTOR. THE LAYOUT DRAWINGS, PREPARED PER SECTION 13.6, ASCE 7-10 AS AMENDED BY SECTION 1616A, CBC 2013, NEED TO BE REVIEWED AND ACCEPTED BY THE AOR AND EOR PRIOR TO STARTING INSTALLATION OF THE BRACING/SUPPORT. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST FORCES ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA 13.1.1 SCOPE: THIS CHAPTER ESTABLISHES MINIMUM DESIGN CRITERIA FOR NONSTRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND FOR THEIR SUPPORTS AND ATTACHMENTS. 13.1.5 APPLICABILITY OF NONSTRUCTURAL COMPONENT REQUIREMENT WHERE THE WEIGHT OF A NONSTRUCTURAL COMPONENT IS GREATER THAN OR EQUAL TO 25 PERCENT OF THE EFFECTIVE SEISMIC WEIGHT, W, DEFINED IN SECTION 12.7.2, THE COMPONENT SHALL BE CLASSIFIED AS A NONBUILDING STRUCTURE AND SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 15.3.2. THE TOTAL DESIGN SEISMIC FORCE SHALL BE DETERMINED FROM ASCE 7-10 SECTIONS 13.1, 13.2 AND 13.3. FORCES SHALL BE APPLIED IN THE DIRECTION WHICH RESULTS IN THE MOST CRITICAL LOADINGS FOR DESIGN. SEE ASCE 7-10 SECTIONS 13.4 FOR NONSTRUCTURAL COMPONENT ANCHORAGE, SECTION 13.5 FOR ARCHITECTURAL COMPONENTS, AND SECTION 13.6 FOR MECHANICAL AND ELECTRICAL COMPONENTS. ALSO SEE CBC 2013 SECTION 1616A FOR ADDITIONAL INFORMATION. THE VALUES OF Ap (COMPONENT AMPLIFICATION FACTOR) AND Rp (COMPONENT RESPONSE MODIFICATION FACTOR) SHALL BE DETERMINED FROM ASCE 7-10 TABLE 13.5-1 FOR ARCHITECTURAL COMPONENTS AND TABLE 13.6-1 FOR MECHANICAL AND ELECTRICAL COMPONENTS. WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE DIVISION OF THE STATE ARCHITECT. A. ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE, AND NATIONAL CODES, STANDARDS, AND REQUIREMENTS. B. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. ANY DEFECTIVE WORK SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. C. ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF JOB CONDITIONS OR LACK OF COORDINATION WITH OTHER TRADES SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. D. CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT FREE AREA OF DUCTWORK AS SHOWN ON DRAWINGS, TO PREVENT A CONFLICT WITH EXISTING CONDITIONS OR TO RESOLVE DUCTWORK CONFLICTS. E. PROVIDE MANUAL VOLUME DAMPERS TO FACILITATE PROPER BALANCE OF THE AIR DISTRIBUTION SYSTEM. VOLUME DAMPER AT DIFFUSERS AND REGISTERS SHALL NOT BE USED FOR AIR BALANCING. F. SEAL ALL OPENINGS AROUND PIPING AND DUCTWORK PENETRATING FIRE RESISTIVE RATED WALLS TO MAINTAIN RATING INTEGRITY. G. COORDINATE EXACT LOCATION OF CEILING, WALL OR FLOOR ACCESS PANELS FOR FIRE, SMOKE OR COMBINATION FIRE SMOKE DAMPERS AND VOLUME DAMPERS WITH THE ARCHITECT. H. COORDINATE EXACT LOCATION OF CORE DRILLING, CUTTING OF FLOOR SLAB, OR WALLS OF THE BUILDING WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. I. PROVIDE ACCESS DOOR FOR ALL EQUIPMENT, VALVES AND CLEANOUTS WHICH REQUIRE ACCESS FOR ADJUSTMENT OR SERVICING, AND WHICH ARE LOCATED IN OTHERWISE INACCESSIBLE LOCATIONS. OPENINGS SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND ADJUSTMENT OF THE DEVICE. J. DUCTS STORED ON THE CONSTRUCTION SITE SHALL BE PROTECTED AND ISOLATED FROM DUST CONTAMINATION. K. PITCH PIPELINES AS REQUIRED FOR PROPER DRAINAGE AND ELIMINATION OF AIR. L. PROVIDE CONDENSATE DRAIN PIPING WITH DRAINAGE AND CLEANOUT FITTINGS FOR ALL COOLING COILS AND ROUTE TO A NEAREST APPROVED RECEPTOR, SEE PLUMBING DRAWINGS. M. THE PROJECT DESIGN SHOWN ON THE DRAWINGS AND SPECIFIC ITEMS REFERENCED IN THE SPECIFICATIONS IS IN COMPLIANCE WITH THE CODES AND ORDINANCES LISTED IN DIVISION 23 SPECIFICATIONS. N. PROVIDE SEISMIC ANCHORAGE AND BRACING FOR MECHANICAL EQUIPMENT, PIPING AND DUCTWORK. SEE "GENERAL SEISMIC NOTES" FOR DETAIL REQUIREMENTS. O. COORDINATE WITH DIVISION 26 CONTRACTOR FOR LOCATION OF POWER AND LOCAL DISCONNECTS FOR MECHANICAL EQUIPMENT DEVICES. P. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE THE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. Q. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS, AND NEW ROUTINGS. THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING BID. R. KEEP SAW CUTTING TO THE MINIMUM REQUIRED FOR PROPER EXECUTION OF WORK. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF WORK. NO CUTTING SHALL BE PERFORMED WITHOUT THE APPROVAL OF THE ARCHITECT. S. PROVIDE OFFSETS, ELBOWS AND TRANSITIONS IN DUCTWORK AND PIPING AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. T. VERIFY ALL CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. PROVIDE TRANSITIONS FOR FINAL CONNECTION TO EQUIPMENT. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF WORK. U. VERIFY DIFFUSERS, GRILLS, AND REGISTER MOUNTING FRAME TYPES WITH CEILING TYPE AND CONFIGURATION. V. PROVIDE DUCT ACCESS DOORS FOR ALL EQUIPMENT AS REQUIRED. W. PROVIDE HANGER, SUPPORT AND SWAY BRACES FOR ALL DUCTWORK AND EQUIPMENT AS REQUIRED BY THE LATEST EDITION OF THE SMACNA GUIDELINES. X. DUCT SYSTEMS SHALL BE BALANCED TO CFM ON DRAWINGS. FANS SHALL BE FIELD TESTED TO ENSURE COMPLIANCE WITH SCHEDULED FAN PERFORMANCE, AIR FLOW AT DESIGN STATIC PRESSURE. Y. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS IN THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS, THE MOST STRINGENT SHALL GOVERN. Z. INSTALL ALL PIPING AND DUCTWORK TO BEST SUIT FIELD CONDITIONS AND COORDINATE WITH OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC, AND SHALL NOT BE SCALED TO DETERMINE THE EXACT LOCATIONS OF THE PIPING OR DUCTWORK. AA. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES AND/OR INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE ENGINEER BEFORE COMMENCEMENT OF WORK. AB. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS AND INSPECTIONS. AC. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED TO MEET SMACNA AND THE LATEST CALIFORNIA MECHANICAL CODE. FROM ASCE 7-10: A. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2013 CBC, SECTIONS 1616A.1.23 THROUGH 1616A.1.26 AND ASCE 7-07 CHAPTER 13 AND 29. 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. E. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-05 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.3, AND SECTION 13.6, AND 2013 CBC, SECTIONS 1616A.1.23 THROUGH 1616A.1.26. THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS (OPM #) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D. COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD DHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. E F O R P D E R E T S I G E R R E E N I G N E L A N O I S S C A L I F O R N I A S T A T E O F No. 030802 M E C H A N I C A L H O R M O Z L . J A N S S E N S E N G I N E E R I N G I N T E R F A C E TEL FAX PROJECT CONTACT www.interfaceengineering.com 717 Market Street Suite 500 San Francisco, CA 94103 415.489.7240 415.489.7289 SHEET NO: DATE: PROJECT NO: THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009. THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND ENGINEER. CONSULTANT 6 9 10 5 3 11 12 8 7 4 2 1 J K H G F E D C B A B A J K H G F E D C 6 9 10 5 3 11 12 8 7 4 2 1 NO. ISSUE DATE ARCHITECT'S STAMP APPROVAL Jesse Agosta 2014-0174 SAN JOSE CITY COLLEGE PHYSICAL EDUCATION BUILDING AND RENOVATED LAB BUILDING SAN JOSE, CALIFORNIA SYMBOL LIST, GENERAL NOTES & SHEET INDEX - MECHANICAL M0.01 1.12.2015 1089-0001 DSA SUBMITTAL M0.01 SYMBOL LIST, GENERAL NOTES & SHEET INDEX - MECHANICAL M0.02 SCHEDULES - MECHANICAL M0.03 ASHREAE 62.1 VENTILATION AIR SCHEDULE M0.04 ASHRAE 62.1 EXHAUST AIR SCHEDULE M0.05 TITLE 24 - MECHANICAL M2.01 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL M2.02 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL M2.03 ROOF PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL M4.01 ENLARGED PLANS AND SECTIONS - MECHANICAL M5.01 DIAGRAMS - MECHANICAL M6.01 CONTROL DIAGRAMS - MECHANICAL M6.02 CONTROL DIAGRAMS - MECHANICAL M7.01 DETAILS - MECHANICAL M7.02 DETAILS - MECHANICAL M7.03 DETAILS - MECHANICAL M7.04 DETAILS - MECHANICAL SHEET INDEX NOTES: 1. SEE SPECIFICATIONS 23 05 48 FOR FURTHER DESCRIPTIONS OF VIBRATION ISOLATOR TYPES. 2. TYPE "1" - 3/4" NEOPRENE PAD: RUBBER WAFFLE PAD (MASON TYPE: SUPER WMH). 3. TYPE "2" - NEOPRENE MOUNT: DOUBLE DEFLECTION TYPE (MASON TYPE: BR). 4. TYPE "3" - SPRING: FREESTANDING, LATERALLY STABLE, OPEN-SPRING ISOLATORS (MASON TYPE: SLFH). 5. TYPE "4a" - RESTRAINED SPRING ISOLATORS: FREESTANDING, STEEL, OPEN-SPRING ISOLATORS WITH SEISMIC RESTRAINT (MASON TYPE: SLR). 6. TYPE "4b" -HOUSED SPRING MOUNTS: HOUSED SPRING ISOLATOR WITH INTEGRAL SEISMIC SNUBBERS (MASON TYPE: SSLFH). 7. TYPE "5a" - RESTRAINED ELASTOMERIC HANGERS: DOUBLE-DEFLECTION TYPE (MASON TYPE: RWHD). 8. TYPE "5c" - SPRING HANGERS WITH VERTICAL-LIMIT STOP: COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGER WITH SPRING AND INSERT IN COMPRESSION AND WITH A VERTICAL-LIMIT STOP (MASON TYPE: RW30) 9. TYPE "6" - HORIZONTAL THRUST RESTRAINTS: COMBINATION COIL SPRING AND ELASTOMERIC INSERT WITH SPRING AND INSERT IN COMPRESSION AND WITH A LOAD STOP (MASON TYPE: WBI OR WBD). DSA STRUCTURAL ANCHORAGE COORDINATION SCHEDULE SYMBOL DESCRIPTION LOCATION MOUNTED ON SUPPORT TYPE SUPPORT MODEL NUMBER DIMENSIONS MAX WEIGHT (LBS) REFERENCE DRAWINGS ANCH MODEL NO REMARKS INCLUDE DIA OVERALL DIMENSIONS (LxWxH) AHU-1 AIR HANDLER LOCKER ROOF CONCRETE PAD FANS SPRING ISOLATED SEE NOTES BELOW 66"Wx58"Hx210"L 6000 M2.02 KBTZ AHU-2 AIR HANDLER UPPER ROOF STEEL BEAMS FANS SPRING ISOLATED SEE NOTES BELOW 128"Wx90"Hx390"L 26000 M2.03, 5/S5.21 KBTZ AHU-3 AIR HANDLER UPPER ROOF STEEL BEAMS FANS SPRING ISOLATED SEE NOTES BELOW 80"Wx84"Hx212"L 10000 M2.03, 5/S5.21 KBTZ CHWP-1 BASE MOUNTED PUMP HYRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 540 M4.01, 5/M7.02 KBTZ CHWP-2 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 540 M4.01, 5/M7.02 KBTZ CU-1 CONDENSING UNIT UPPER ROOF SLEEPERS SEE NOTES BELOW 300 M2.03, 2/M7.03 KBTZ 1-3 EF-1 CENTRIFUGAL NORTH OFFICE ROOF ROOF CURB 5C SEE NOTES BELOW 24" 45 M2.02, 3/M7.02 KBTZ 1, 2 EF-2 CENTRIFUGAL LOCKERS ROOF ROOF CURB - SEE NOTES BELOW 50" 180 M2.02, 3/M7.02 KBTZ 1, 2 EF-3 CENTRIFUGAL UPPER ROOF ROOF CURB - SEE NOTES BELOW 36" 120 M2.03, 3/M7.02 KBTZ 1, 2 EF-4 CENTRIFUGAL WELLNESS CENTER ROOF ROOF CURB - SEE NOTES BELOW 22" 30 M2.04, 3/M7.02 KBTZ 1, 2 EF-5 INLINE FAN ELECT ROOM SPRING HANGER - SEE NOTES BELOW 17"Wx17"Hx21"D 56 M2.01 KBTZ FC-1 CEILING HUNG HYDRONIC FAN COIL NORTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 37"Wx22"Hx37"D 150 M2.01, 4/M7.02 KBTZ 1 FC-2 CEILING HUNG HYDRONIC FAN COIL SOUTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 48"Wx24"Hx402"D 150 M2.01, 4/M7.02 KBTZ 1 FC-3 WALL MOUNTED UNITS TELECOM ROOM WALL MOUNTED - SEE NOTES BELOW 46"Wx15"Hx12"D 40 M2.01, 4/S7.08 KBTZ 1, 2 FC-4 CEILING HUNG HYDRONIC FAN COIL SOUTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 48"Wx24"Hx402"D 150 M2.01, 4/M7.02 KBTZ 1 GI-1 GRAVITY INTAKE UNITS NORTH OFFICE ROOF ROOF CURB - SEE NOTES BELOW 15 M2.02, 5/M7.03 KBTZ 1, 2 HWP-1 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 220 M4.01, 5/M7.02 KBTZ HWP-2 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 220 M4.01, 5/M7.02 KBTZ WM0.03 SCHEDULES - MECHANICAL WM2.04 1ST FLOOR, MEZZANINE, AND ROOF PLANS - MECHANICAL SHEET INDEX - WELLNESS CENTER

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Page 1: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

FD FD

FSDFSD

MD MD

SDSD

CD-1

100

12x12

X

X

XX-X

LOCATION

X

XXX

A

S

ET

P

T

CHWR

CHWS

HWR

HWS

RL

RS

M

Abbreviations

AIR CONDITION(ED)A/C

ACCESS DOORAD

ABOVE FINISHED FLOORAFF

BACKDRAFT DAMPERBDD

BELOW FINISHED FLOORBFF

BACKFLOW PREVENTERBFP

BRAKE HORSEPOWERBHP

CEILING DIFFUSERCD

CONDENSATE DRAINCD

CUBIC FEET PER MINUTECFM

CONTINUATIONCONT.

COEFFICIENT OF PERFORMANCECOP

CONDENSING UNITCU

CHECK VALVECV

COLD WATERCW

DROPD

DECIBELDB

DRY BULBDB

DOOR GRILLEDG

DIAMETERDIA

DIRECT EXPANSIONDX

ENTERING AIR TEMPERATUREEAT

ENERGY EFFICIENCY RATINGEER

EXHAUST FANEF

EFFICIENTEFF

ELECTRICALELECT

ENTERING WATER TEMPERATUREEWT

EXHAUSTEXH

FAHRENHEITF

FIRE DAMPERFD

FULL LOAD AMPSFLA

FEETFT

GALLONSGAL

GALLONS PER MINUTEGPM

HEADHD

HORSEPOWERHP

HEATINGHTG

HOT WATER COILHWC

INSIDE DIAMETERID

INVERT ELEVATIONIE

INCHESIN

KILOWATTKW

LEAVING AIR TEMPERATURELAT

POUNDSLBS.

LATENT HEATLH

LEAVING WATER TEMPERATURELWT

MIXED AIRMA

MAXIMUMMAX

THOUSAND BTU'S PER HOURMBH

MOTORIZED DAMPERMD

MINIMUMMIN

MOTOR STARTERMS

MAKE-UP WATERMW

NORMALLY CLOSEDN.C.

NORMALLY OPENN.O.

NOT APPLICABLEN/A

NOISE CRITERIANC

NOT IN CONTRACTNIC

NOT TO SCALENTS

OUTSIDE AIROA

OPPOSED BLADE DAMPEROBD

ON CENTEROC

OUTSIDE DIAMETEROD

PRESSURE DROPPD

PHASEPH

PRESSURE REDUCING VALVEPRV

POUNDS PER SQUARE INCHPSI

QUANTITYQTY

RETURN AIRRA

REFRIGERANT LIQUIDRL

REVOLUTIONS PER MINUTERPM

REFRIGERANT SUCTIONRS

SUPPLY AIRSA

SEASONAL ENERGY EFFICIENCY RATINGSEER

SQUARE FEETSF

SENSIBLE HEATSH

SHUT OFF VALVESOV

STATIC PRESSURESP

TEMPERATURET, TEMP

TEMPERATURE DIFFERENCETD

TOTAL HEATTH

TOTAL PRESSURETP

UNDERCUT DOORUD

VOLTV

WATTW

WET BULBWB

WATER COLUMNWC

Dampers

FIRE DAMPER

FIRE/SMOKE DAMPER

MOTORIZED DAMPER

SMOKE DAMPER

VOLUME DAMPER

Diffusers and Grilles

EXHAUST AIR

RETURN AIR

SUPPLY AIR

DIFFUSER OR GRILLE IDENTIFICATION

Ductwork Fittings

ACCOUSTICALLY LINED DUCT (SIZESSHOWN ARE NET INSIDE)

BELLMOUTH

CONCENTRIC SQUARE TO ROUND

CONCENTRIC TRANSITION,RECTANGULAR OR ROUND

ECCENTRIC TRANSITION,RECTANGULAR OR ROUND

FLEXIBLE CONNECTION

MITERED ELBOW WITH TURNINGVANES

NON-SYMMETRICAL WYE

RADIUSED ELBOW

RECTANGULAR DUCT DROP

RECTANGULAR DUCT RISER

RECTANGULAR MAIN WITHRECTANGULAR BRANCH

RECTANGULAR MAIN WITH ROUNDBRANCH

RECTANGULAR OFFSET LESS THAN15°

RECTANGULAR OFFSET MORE THAN15°

ROUND DUCT DROP

ROUND DUCT RISER

ROUND DUCT WITH ROUND BRANCH

ROUND WYE

SYMMETRICAL WYE

General

CONTINUATION

DETAIL NUMBER AND SHEET LOCATION

EQUIPMENT IDENTIFICATION

KEYED NOTE

SECTION NUMBER AND SHEET LOCATION

Piping Fittings, Appurtenances and Equipment

AIR SEPARATOR

CAP

CONTINUATION

EXPANSION LOOP

EXPANSION TANK

MANUAL AIR VENT

PIPE DROP

PIPE RISE

PIPE TO DRAIN

PRESSURE GAUGE WITH COCK

PRESSURE RELIEF VALVE

PRESSURE SENSOR

T&P RELIEF VALVE

TEE DOWN ON PIPE

TEE UP ON PIPE

TEMPERATURE SENSOR

TEST PORT

THERMOMETER

VENT TO ATMOSPHERE

Piping Systems

CHILLED WATER RETURN

CHILLED WATER SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

REFRIGERANT LIQUID

REFRIGERANT SUCTION

Piping Valves

CHECK VALVE

GLOBE VALVE

MOTORIZED, 2-WAY VALVE

PRESSURE REDUCING VALVE

QUARTER TURN VALVE

VALVE, GENERAL

MECHANICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

WITH PIPE TO DRAIN

(PETE'S PLUG OR EQUAL)

BALANCING VALVE

SCHOOL EQUIPMENT ANCHORAGENOTES

GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES

B. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE ANCHOR TESTING AND

EMBED REQUIREMENTS.

C. ALL PIPING AND CONDUIT CROSSING BUILDING SEISMIC SEPARATIONS SHALL BE

PROVIDED WITH APPROVED FLEXIBLE CONNECTORS.

D. A COPY OF THE BRACING SYSTEMS INSTALLATION MANUAL SHALL BE ON THE JOB

SITE PRIOR TO STARTING THE INSTALLATION OF THE HANGERS AND/OR BRACES.

SUBMIT APPLICABLE DETAILS FOR REVIEW AND APPROVAL.

F. UNLESS THE STRUCTURAL DRAWINGS HAVE AN ENGINEERED SYSTEM, PIPING SHALL

BE SUPPORTED AND BRACED WITH ONE OF THE FOLLOWING SYSTEMS:

1. OPA-0300 TOLCO SEISMIC RESTRAINT SYSTEM.

2. OPA-0349 MASON SEISMIC RESTRAINT GUIDELINES FOR MECHANICAL SYSTEMS

AND PLUMBING SYSTEMS. OPA-0114 B-LINE SEISMIC RESTRAINT SYSTEM.

3. OPA-0125 NUSIG SEISMIC SUPPORT DEVICES.

G. SEISMIC BRACING POINTS SHALL BE SUBMITTED ON CONTRACTOR'S COORDINATED

SHOP DRAWINGS.

H. CONTRACTOR TO SUBMIT WRITTEN CERTIFICATION, BY A STRUCTURAL OR CIVIL

ENGINEER REGISTERED IN THE STATE OF CALIFORNIA THAT THE PIPING AND

DUCTWORK IS INSTALLED IN COMPLIANCE WITH THE REQUIREMENTS OF THE 2013

CALIFORNIA BUILDING CODE.

I. LAYOUT DRAWINGS, SHOWING THE BRACING/SUPPORT LOCATIONS AND REFERENCES

TO DETAILS FOR PIPING/DUCTS/CONDUITS EXCEPT FIRE SPRINKLERS, NEED TO BE

SUBMITTED FOR USE BY THE INSPECTOR. THE LAYOUT DRAWINGS, PREPARED PER

SECTION 13.6, ASCE 7-10 AS AMENDED BY SECTION 1616A, CBC 2013, NEED TO BE

REVIEWED AND ACCEPTED BY THE AOR AND EOR PRIOR TO STARTING INSTALLATION

OF THE BRACING/SUPPORT.

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO

RESIST FORCES ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA

13.1.1 SCOPE: THIS CHAPTER ESTABLISHES MINIMUM DESIGN CRITERIA FOR

NONSTRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO

STRUCTURES AND FOR THEIR SUPPORTS AND ATTACHMENTS.

13.1.5 APPLICABILITY OF NONSTRUCTURAL COMPONENT REQUIREMENT

WHERE THE WEIGHT OF A NONSTRUCTURAL COMPONENT IS GREATER THAN OR

EQUAL TO 25 PERCENT OF THE EFFECTIVE SEISMIC WEIGHT, W, DEFINED IN SECTION

12.7.2, THE COMPONENT SHALL BE CLASSIFIED AS A NONBUILDING STRUCTURE AND

SHALL BE DESIGNED IN ACCORDANCE WITH SECTION 15.3.2.

THE TOTAL DESIGN SEISMIC FORCE SHALL BE DETERMINED FROM ASCE 7-10

SECTIONS 13.1, 13.2 AND 13.3. FORCES SHALL BE APPLIED IN THE DIRECTION WHICH

RESULTS IN THE MOST CRITICAL LOADINGS FOR DESIGN.

SEE ASCE 7-10 SECTIONS 13.4 FOR NONSTRUCTURAL COMPONENT ANCHORAGE,

SECTION 13.5 FOR ARCHITECTURAL COMPONENTS, AND SECTION 13.6 FOR

MECHANICAL AND ELECTRICAL COMPONENTS. ALSO SEE CBC 2013 SECTION 1616A

FOR ADDITIONAL INFORMATION.

THE VALUES OF Ap (COMPONENT AMPLIFICATION FACTOR) AND Rp (COMPONENT

RESPONSE MODIFICATION FACTOR) SHALL BE DETERMINED FROM ASCE 7-10 TABLE

13.5-1 FOR ARCHITECTURAL COMPONENTS AND TABLE 13.6-1 FOR MECHANICAL AND

ELECTRICAL COMPONENTS.

WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD

INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER

AND THE FIELD REPRESENTATIVE OF THE DIVISION OF THE STATE ARCHITECT.

A. ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE, AND NATIONAL

CODES, STANDARDS, AND REQUIREMENTS.

B. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. ANY

DEFECTIVE WORK SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS

CONTRACT AT NO ADDITIONAL COST TO THE OWNER.

C. ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF JOB

CONDITIONS OR LACK OF COORDINATION WITH OTHER TRADES SHALL BE PROVIDED

AT NO ADDITIONAL COST TO THE OWNER.

D. CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT FREE

AREA OF DUCTWORK AS SHOWN ON DRAWINGS, TO PREVENT A CONFLICT WITH

EXISTING CONDITIONS OR TO RESOLVE DUCTWORK CONFLICTS.

E. PROVIDE MANUAL VOLUME DAMPERS TO FACILITATE PROPER BALANCE OF THE AIR

DISTRIBUTION SYSTEM. VOLUME DAMPER AT DIFFUSERS AND REGISTERS SHALL NOT

BE USED FOR AIR BALANCING.

F. SEAL ALL OPENINGS AROUND PIPING AND DUCTWORK PENETRATING FIRE RESISTIVE

RATED WALLS TO MAINTAIN RATING INTEGRITY.

G. COORDINATE EXACT LOCATION OF CEILING, WALL OR FLOOR ACCESS PANELS FOR

FIRE, SMOKE OR COMBINATION FIRE SMOKE DAMPERS AND VOLUME DAMPERS WITH

THE ARCHITECT.

H. COORDINATE EXACT LOCATION OF CORE DRILLING, CUTTING OF FLOOR SLAB, OR

WALLS OF THE BUILDING WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

I. PROVIDE ACCESS DOOR FOR ALL EQUIPMENT, VALVES AND CLEANOUTS WHICH

REQUIRE ACCESS FOR ADJUSTMENT OR SERVICING, AND WHICH ARE LOCATED IN

OTHERWISE INACCESSIBLE LOCATIONS. OPENINGS SHALL BE LARGE ENOUGH TO

PERMIT MAINTENANCE AND ADJUSTMENT OF THE DEVICE.

J. DUCTS STORED ON THE CONSTRUCTION SITE SHALL BE PROTECTED AND ISOLATED

FROM DUST CONTAMINATION.

K. PITCH PIPELINES AS REQUIRED FOR PROPER DRAINAGE AND ELIMINATION OF AIR.

L. PROVIDE CONDENSATE DRAIN PIPING WITH DRAINAGE AND CLEANOUT FITTINGS FOR

ALL COOLING COILS AND ROUTE TO A NEAREST APPROVED RECEPTOR, SEE PLUMBING

DRAWINGS.

M. THE PROJECT DESIGN SHOWN ON THE DRAWINGS AND SPECIFIC ITEMS REFERENCED

IN THE SPECIFICATIONS IS IN COMPLIANCE WITH THE CODES AND ORDINANCES LISTED

IN DIVISION 23 SPECIFICATIONS.

N. PROVIDE SEISMIC ANCHORAGE AND BRACING FOR MECHANICAL EQUIPMENT, PIPING

AND DUCTWORK. SEE "GENERAL SEISMIC NOTES" FOR DETAIL REQUIREMENTS.

O. COORDINATE WITH DIVISION 26 CONTRACTOR FOR LOCATION OF POWER AND LOCAL

DISCONNECTS FOR MECHANICAL EQUIPMENT DEVICES.

P. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE THE

LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.

Q. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE

FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE

PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS, AND NEW ROUTINGS. THE

CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS

BEFORE SUBMITTING BID.

R. KEEP SAW CUTTING TO THE MINIMUM REQUIRED FOR PROPER EXECUTION OF WORK.

BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR THE

COMPLETION OF WORK. NO CUTTING SHALL BE PERFORMED WITHOUT THE APPROVAL

OF THE ARCHITECT.

S. PROVIDE OFFSETS, ELBOWS AND TRANSITIONS IN DUCTWORK AND PIPING AS

REQUIRED AT NO ADDITIONAL COST TO THE OWNER.

T. VERIFY ALL CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. PROVIDE

TRANSITIONS FOR FINAL CONNECTION TO EQUIPMENT. FIELD VERIFY ALL DIMENSIONS

PRIOR TO FABRICATION OF WORK.

U. VERIFY DIFFUSERS, GRILLS, AND REGISTER MOUNTING FRAME TYPES WITH CEILING

TYPE AND CONFIGURATION.

V. PROVIDE DUCT ACCESS DOORS FOR ALL EQUIPMENT AS REQUIRED.

W. PROVIDE HANGER, SUPPORT AND SWAY BRACES FOR ALL DUCTWORK AND

EQUIPMENT AS REQUIRED BY THE LATEST EDITION OF THE SMACNA GUIDELINES.

X. DUCT SYSTEMS SHALL BE BALANCED TO CFM ON DRAWINGS. FANS SHALL BE FIELD

TESTED TO ENSURE COMPLIANCE WITH SCHEDULED FAN PERFORMANCE, AIR FLOW

AT DESIGN STATIC PRESSURE.

Y. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS IN

THE EVENT OF A CONFLICT BETWEEN THE CONTRACT DRAWINGS AND THE

SPECIFICATIONS, THE MOST STRINGENT SHALL GOVERN.

Z. INSTALL ALL PIPING AND DUCTWORK TO BEST SUIT FIELD CONDITIONS AND

COORDINATE WITH OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC, AND SHALL

NOT BE SCALED TO DETERMINE THE EXACT LOCATIONS OF THE PIPING OR

DUCTWORK.

AA. CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND SHALL REPORT ANY

DISCREPANCIES AND/OR INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING

CONDITIONS TO THE ENGINEER BEFORE COMMENCEMENT OF WORK.

AB. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS AND

INSPECTIONS.

AC. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED TO MEET SMACNA AND THE

LATEST CALIFORNIA MECHANICAL CODE.

FROM ASCE 7-10:

A. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND

INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE

NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED

TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2013 CBC,

SECTIONS 1616A.1.23 THROUGH 1616A.1.26 AND ASCE 7-07 CHAPTER 13 AND 29.

1. ALL PERMANENT EQUIPMENT AND COMPONENTS.

2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (e.g. HARD

WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS

AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY

ATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL

BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS.

THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE

COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS

LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT

DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED

SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR

FLOOR OR HUNG FROM A WALL.

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE

INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF

RECORD AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL

VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE

WITH ABOVE REQUIREMENTS.

E. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO

COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-05 SECTION 13.3

AS DEFINED IN ASCE 7-10 SECTION 13.3, AND SECTION 13.6, AND 2013 CBC, SECTIONS

1616A.1.23 THROUGH 1616A.1.26.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE

APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS

(OPM #) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF

HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD DHALL VERIFY THE ADEQUACY OF THE STRUCTURE

TO SUPPORT THE HANGER AND BRACE LOADS.

EFORPDERETSI

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C A L I F OR N I AS T A T E O F

No. 030802

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I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

SYMBOL LIST, GENERALNOTES & SHEET INDEX -MECHANICAL

M0.01

1.12.2015

1089-0001

DSA SUBMITTAL

M0.01 SYMBOL LIST, GENERAL NOTES & SHEET INDEX - MECHANICAL

M0.02 SCHEDULES - MECHANICAL

M0.03 ASHREAE 62.1 VENTILATION AIR SCHEDULE

M0.04 ASHRAE 62.1 EXHAUST AIR SCHEDULE

M0.05 TITLE 24 - MECHANICAL

M2.01 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

M2.02 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

M2.03 ROOF PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

M4.01 ENLARGED PLANS AND SECTIONS - MECHANICAL

M5.01 DIAGRAMS - MECHANICAL

M6.01 CONTROL DIAGRAMS - MECHANICAL

M6.02 CONTROL DIAGRAMS - MECHANICAL

M7.01 DETAILS - MECHANICAL

M7.02 DETAILS - MECHANICAL

M7.03 DETAILS - MECHANICAL

M7.04 DETAILS - MECHANICAL

SHEET INDEX

NOTES:1. SEE SPECIFICATIONS 23 05 48 FOR FURTHER DESCRIPTIONS OF VIBRATION ISOLATOR TYPES.2. TYPE "1" - 3/4" NEOPRENE PAD: RUBBER WAFFLE PAD (MASON TYPE: SUPER WMH).3. TYPE "2" - NEOPRENE MOUNT: DOUBLE DEFLECTION TYPE (MASON TYPE: BR).4. TYPE "3" - SPRING: FREESTANDING, LATERALLY STABLE, OPEN-SPRING ISOLATORS (MASON TYPE: SLFH).5. TYPE "4a" - RESTRAINED SPRING ISOLATORS: FREESTANDING, STEEL, OPEN-SPRING ISOLATORS WITH SEISMIC RESTRAINT (MASON TYPE: SLR).6. TYPE "4b" -HOUSED SPRING MOUNTS: HOUSED SPRING ISOLATOR WITH INTEGRAL SEISMIC SNUBBERS (MASON TYPE: SSLFH).7. TYPE "5a" - RESTRAINED ELASTOMERIC HANGERS: DOUBLE-DEFLECTION TYPE (MASON TYPE: RWHD).8. TYPE "5c" - SPRING HANGERS WITH VERTICAL-LIMIT STOP: COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGER WITH SPRING AND INSERT IN COMPRESSION AND WITH A VERTICAL-LIMIT STOP (MASON TYPE: RW30)9. TYPE "6" - HORIZONTAL THRUST RESTRAINTS: COMBINATION COIL SPRING AND ELASTOMERIC INSERT WITH SPRING AND INSERT IN COMPRESSION AND WITH A LOAD STOP (MASON TYPE: WBI OR WBD).

DSA STRUCTURAL ANCHORAGE COORDINATION SCHEDULE

SYMBOL DESCRIPTION LOCATIONMOUNTED

ON SUPPORT TYPESUPPORT MODEL

NUMBER

DIMENSIONS

MAXWEIGHT

(LBS)REFERENCEDRAWINGS

ANCHMODEL

NO REMARKS INCLUDEDIA

OVERALLDIMENSIONS

(LxWxH)

AHU-1 AIR HANDLER LOCKER ROOF CONCRETE PAD FANS SPRING ISOLATED SEE NOTES BELOW 66"Wx58"Hx210"L 6000 M2.02 KBTZ

AHU-2 AIR HANDLER UPPER ROOF STEEL BEAMS FANS SPRING ISOLATED SEE NOTES BELOW 128"Wx90"Hx390"L 26000 M2.03, 5/S5.21 KBTZ

AHU-3 AIR HANDLER UPPER ROOF STEEL BEAMS FANS SPRING ISOLATED SEE NOTES BELOW 80"Wx84"Hx212"L 10000 M2.03, 5/S5.21 KBTZ

CHWP-1 BASE MOUNTED PUMP HYRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 540 M4.01, 5/M7.02 KBTZ

CHWP-2 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 540 M4.01, 5/M7.02 KBTZ

CU-1 CONDENSING UNIT UPPER ROOF SLEEPERS SEE NOTES BELOW 300 M2.03, 2/M7.03 KBTZ 1-3

EF-1 CENTRIFUGAL NORTH OFFICE ROOF ROOF CURB 5C SEE NOTES BELOW 24" 45 M2.02, 3/M7.02 KBTZ 1, 2

EF-2 CENTRIFUGAL LOCKERS ROOF ROOF CURB - SEE NOTES BELOW 50" 180 M2.02, 3/M7.02 KBTZ 1, 2

EF-3 CENTRIFUGAL UPPER ROOF ROOF CURB - SEE NOTES BELOW 36" 120 M2.03, 3/M7.02 KBTZ 1, 2

EF-4 CENTRIFUGAL WELLNESS CENTER ROOF ROOF CURB - SEE NOTES BELOW 22" 30 M2.04, 3/M7.02 KBTZ 1, 2

EF-5 INLINE FAN ELECT ROOM SPRING HANGER - SEE NOTES BELOW 17"Wx17"Hx21"D 56 M2.01 KBTZ

FC-1 CEILING HUNG HYDRONIC FAN COIL NORTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 37"Wx22"Hx37"D 150 M2.01, 4/M7.02 KBTZ 1

FC-2 CEILING HUNG HYDRONIC FAN COIL SOUTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 48"Wx24"Hx402"D 150 M2.01, 4/M7.02 KBTZ 1

FC-3 WALL MOUNTED UNITS TELECOM ROOM WALL MOUNTED - SEE NOTES BELOW 46"Wx15"Hx12"D 40 M2.01, 4/S7.08 KBTZ 1, 2

FC-4 CEILING HUNG HYDRONIC FAN COIL SOUTH OFFICE SPRING HANGER 5C SEE NOTES BELOW 48"Wx24"Hx402"D 150 M2.01, 4/M7.02 KBTZ 1

GI-1 GRAVITY INTAKE UNITS NORTH OFFICE ROOF ROOF CURB - SEE NOTES BELOW 15 M2.02, 5/M7.03 KBTZ 1, 2

HWP-1 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 220 M4.01, 5/M7.02 KBTZ

HWP-2 BASE MOUNTED PUMP HYDRONICS 157 CONCRETE PAD B-1 OR TYPE 1 SEE NOTES BELOW 220 M4.01, 5/M7.02 KBTZ

WM0.03 SCHEDULES - MECHANICAL

WM2.04 1ST FLOOR, MEZZANINE, AND ROOF PLANS - MECHANICAL

SHEET INDEX - WELLNESS CENTER

Page 2: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

EFORPDERETSI

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LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

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OZ L. JANSS

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E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

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Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

SCHEDULES - MECHANICAL

M0.02

1.12.2015

1089-0001

DSA SUBMITTAL

FAN SCHEDULE

SYMBOL AREA SERVED

BASIS OF DESIGN

TYPE DRIVEAIR FLOW

(CFM)ESP

(IN H20) FRPMSOUNDSSONES

ELECTRICAL

CONTROLS REF MAX WT (LBS)COMMENTS

MFR MODEL VOLTS PH HPCF-1 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-2 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-3 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-4 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-5 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-6 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-7 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

CF-8 GYMNASIUM AIRIUS AIR PEAR 45-EC CIRCULATING FAN DIRECT 1290 .1 3050 79 dBA 277 1 3/M6.02 14

EF-1 NORTH RESTROOMS GREENHECK G-103HP-VG CENTRIFUGAL DIRECT 675 .5 2108 13.1 115 1 0.5 2/M6.02 45 1, 2

EF-2 LOCKERS AND LAUNDRY GREENHECK GB-300HP-30 CENTRIFUGAL BELT 5070 1 872 22 460 3 3 2/M6.02 180 1, 2

EF-3 FITNESS CENTER SHOWERS GREENHECK G-163-VG CENTRIFUGAL DIRECT 3375 1.5 1615 22 460 3 2 2/M6.02 120 1, 2

EF-4 WELLNESS CENTER RESTROOMS GREENHECK G-085-VG CENTRIFUGAL DIRECT 350 .5 1615 8 115 1 0.16 2/M6.02 30 1, 2

EF-5 ELECT ROOM 136 GREENHECK SQ-80 INLINE FAN DIRECT 250 .25 1300 5.4 115 1 0.05 2/M6.02 56

PUMP SCHEDULE

SYMBOL SERVING

BASIS OF DESIGN

PUMP TYPEIMPELLER

SIZE RPMEFFICIENCY

%

FLOWRATE(GPM)

HEAD(FT H20)

ELECTRICAL MOTORTYPE ODP or

TEFCVFD(Y/N)

CONTROLSREF

MAX WT(LBS) COMMENTSMFR MODEL VOLTS PH BHP MHP

CHWP-1 AHUs & FAN COILS Bell & Gossett 1510 - 3 BD BASE MOUNTED PUMP 8 1770 75 300 60.00 460 3 6.1 10 ODP Y 2/M6.01 540

CHWP-2 AHUs & FAN COILS Bell & Gossett 1510 - 3 BD BASE MOUNTED PUMP 8 1770 75 300 60.00 460 3 6.1 10 ODP Y 2/M6.01 540

HWP-1 AHUs, VAVs & FAN COILS Bell & Gossett 1510 - 2.5 AC-es BASE MOUNTED PUMP 6.625 1750 76 160 55.00 460 3 2.1 3 ODP Y 1/M6.01 220

HWP-2 AHUs, VAVs & FAN COILS Bell & Gossett 1510 - 2.5 AC-es BASE MOUNTED PUMP 6.625 1750 76 160 55.00 460 3 2.1 3 ODP Y 1/M6.01 220

AIR HANDLING UNIT SCHEDULE (IDEC)

SYMBOLAREA

SERVED

BASIS OF DESIGN SUPPLY FAN RETURN FAN CHILLED WATER COOLING COIL HOT WATER HEATING COIL ELECTRICAL

SMOKEDETECTOR

(Y/N)

MAXWT

(LBS) COMMENTSMFR MODELTOTALCFM

MINOSACFM

ESP(IN H2O) BHP HP FRPM

VFD(Y/N)

TOTALCFM

ESP(IN H2O) BHP HP FRPM

VFD(Y/N)

TOTALCAP

(MBH)

SENSCAP

(MBH)

FPI/ROW

S

WATERFLOWGPM

EWT(°F)

LWT(°F)

EDB(°F)

EWB(°F)

LDB(°F)

LWB(°F)

MAXFACEVEL.(FPM)

MAXAPD

(IN H2O)

MAXWPD

(FT H2O)

CHW MINBRANCH

PIPESIZE

MINCAP

(MBH)#

ROWS FPI

WATERFLOW(GPM)

EWT(°F)

LWT(°F)

EDB(°F)

LDB(°F)

MAXFACEVEL.(FPM)

MAXAPD

(IN H2O)

MAXWPD

(FT H2O)

HW MINBRANCH

PIPESIZE VOLTS PH FLA MCA

AHU-1 LOCKERS ENERGY LABS C-058-066-FCHI-L 6500 6500 4 6.26 7.5 2385 Y 0 0 0 0 0 N/A 245.0 155.0 6/8 41 44 56 76 66 54 53 400 0.25 10.00 2" 415 2 7 22 180 140 29 88 400 0.25 10.00 2" 460 3 0.0 0.0 Y 6000

AHU-2 GYMNASIUM ENERGY LABS C-090-128-FCHI-L 24000 7200 4 5.65 7.5 2000 Y 24000 1.5 3.03 5 2064 Y 950.0 595.0 6/8 158 44 53 76 66 53 53 400 0.25 10.00 4" 725 2 7 36 180 140 62 90 400 0.25 10.00 2" 460 3 0.0 0.0 Y 26000

AHU-3 FITNESS CENTER ENERGY LABS C-084-080-FCHI-L 16500 8530 4 5.94 7.5 2040 Y 0 1 3 5 0 Y 470.0 392.0 6/8 100 44 56 76 66 54 53 400 0.25 10.00 3" 562 2 7 28 180 140 29 90 400 0.25 10.00 2" 460 3 0.0 0.0 Y 10000

TERMINAL UNIT SCHEDULE

SYMBOL AREA SERVED

BASIS OFDESIGN

INLETSIZE

COOLINGAIR FLOW

INLETSP (INH2O)

DNSTREAM SP

(IN H2O)

MININLET SP(IN H2O)

HOT WATER HEATING COILSOUNDDATA ELECTRICAL

CONTROLSREF

VALVETYPE

(2-WAYOR

3-WAY) COMMENTSMFR MODELMAXCFM

MINCFM

MAXHTGCFM

MINCAPMBH GPM

EAT(°F)

LAT(°F)

EWT(°F)

LWT(°F)

#ROWS FPI

WPD(FT H2O)

MINBRANCHPIPE SIZE

RADNC

DISCHNC VOLTS PH

VAV-1 TICKETS/CONCESSION TITUS DESV 12" 490 155 1.00 0.25 0.11 245 9.3 0.8 55 90 180 155 1 10 0.39 3/4" 19 18 24 1 3/M6.01 2 1-11

VAV-2 TELECOM TITUS DESV 12" 800 800 1.00 0.25 0.01 0 0.0 0.0 0 0 0 0 0 0 0.00 0" 24 19 24 1 3/M6.01 2 1-11

VAV-3 OFFICE/EQUIPMENT STORAGE TITUS DESV 12" 480 195 1.00 0.25 0.11 230 8.8 0.7 55 90 180 153 1 10 0.29 3/4" 19 18 24 1 3/M6.01 2 1-11

VAV-4 TRAINING ROOM TITUS DESV 12" 450 180 1.00 0.25 0.10 225 8.6 0.6 55 90 180 152 1 10 0.26 3/4" 19 18 24 1 3/M6.01 2 1-11

VAV-5 TRAINING ROOM TITUS DESV 12" 550 470 1.00 0.25 0.01 0 0.0 0.0 0 0 0 0 0 0 0.00 0" 22 21 24 1 3/M6.01 2 1-11

VAV-6 MULTIPURPOSE CLASSROOM TITUS DESV 12" 600 125 1.00 0.25 0.09 300 11.4 0.8 55 90 180 153 1 10 0.08 3/4" 22 18 24 1 3/M6.01 2 1-11

VAV-7 MULTIPURPOSE CLASSROOM TITUS DESV 12" 900 365 1.00 0.25 0.17 365 13.9 1.4 55 90 180 160 1 10 0.21 3/4" 23 19 24 1 3/M6.01 2 1-11

VAV-8 FOOTBALL LOCKER ROOM TITUS DESV 12" 1700 1700 1.00 0.25 0.33 1700 64.6 2.8 55 90 180 134 2 10 0.78 3/4" 20 15 24 1 3/M6.01 2 1-11

VAV-9 MENS TEAM TOILETS/SHOWER/TEAN DRESSSING

ROOM

TITUS DESV 12" 1295 1295 1.00 0.25 0.37 1295 49.2 2.5 55 90 180 139 2 10 0.84 3/4" 20 20 24 1 3/M6.01 2 1-11

VAV-10 WOMENS TEAM SHOWER/TOILETS/ TEAM DRESSING

ROOM

TITUS DESV 12" 1925 1925 1.00 0.25 0.29 1925 73.1 3.3 55 90 180 135 2 10 0.64 3/4" 15 14 24 1 3/M6.01 2 1-11

VAV-11 FITNESS CENTER TITUS DESV 12" 900 450 1.00 0.25 0.10 450 17.1 1.2 55 90 180 152 1 10 0.12 3/4" 19 18 24 1 3/M6.01 2 1-11

VAV-12 FITNESS CENTER TITUS DESV 12" 1400 355 1.00 0.25 0.12 700 26.6 2.1 55 90 180 155 1 10 0.50 3/4" 20 15 24 1 3/M6.01 2 1-11

VAV-13 FITNESS CENTER TITUS DESV 12" 960 255 1.00 0.25 0.11 480 18.2 1.5 55 90 180 154 1 10 0.29 3/4" 20 18 24 1 3/M6.01 2 1-11

VAV-14 FITNESS CENTER TITUS DESV 12" 675 695 1.00 0.25 0.10 695 26.4 2.1 55 90 180 154 1 10 0.48 3/4" 20 15 24 1 3/M6.01 2 1-11

VAV-15 FITNESS CENTER TITUS DESV 12" 1350 675 1.00 0.25 0.11 675 25.6 1.9 55 90 180 153 1 10 0.41 3/4" 20 15 24 1 3/M6.01 2 1-11

VAV-16 FITNESS CENTER TITUS DESV 12" 1080 360 1.00 0.25 0.13 540 20.5 2.0 55 90 180 160 1 10 0.57 3/4" 22 20 24 1 3/M6.01 2 1-11

VAV-17 FITNESS CENTER TITUS DESV 12" 1690 855 1.00 0.25 0.11 855 32.5 2.5 55 90 180 153 1 10 0.71 3/4" 16 14 24 1 3/M6.01 2 1-11

VAV-18 EXERCISE LAB TITUS DESV 12" 900 420 1.00 0.25 0.10 420 16.0 1.0 55 90 180 149 1 10 0.16 3/4" 19 18 24 1 3/M6.01 2 1-11

VAV-19 EXERCISE LAB TITUS DESV 12" 2000 215 1.00 0.25 0.13 540 20.5 2.0 55 90 180 160 1 10 0.57 3/4" 22 20 24 1 3/M6.01 2 1-11

VAV-20 EXERCISE LAB TITUS DESV 12" 1600 465 1.00 0.25 0.10 800 30.4 2.1 55 90 180 150 1 10 0.51 3/4" 15 13 24 1 3/M6.01 2 1-11

VAV-21 PUBLIC WOMENS RESTROOM TITUS DESV 12" 500 275 1.00 0.25 0.12 275 10.5 1.1 55 90 180 161 1 10 0.77 40" 19 18 24 1 3/M6.01 2 1-11

NOTES:1) ALL BOXES SHALL BE PROVIDED WITH HIGH CFM CONTROL.2) ALL BOXES SHALL BE PRESSURE INDEPENDANT AND COMPLETE WITH CENTER AVERAGING AIRFLOW SENSOR.3) SEISMIC BRAZCE UNIT PER SMACMA GUIDELINES.4) COIL CONNECTION AND CONTROL BOX SHALL BE ON OPPOSITE SIDE.5) CONTROL VALVES TO BE FIELD INSTALLED AS REQUIRED. (2-WAY & 3-WAY)6) ALL TERMINAL BOXES SHALL HAVE MINIMUM 1 INCH INSULATION CONFORMING TO UL181 AND NFPA90A.

7) ALL PERFORMANCE SHALL BE ARI CERTIFIED.8) ROOM NC LEVEL SHOWN INCLUDES ATTENUATION TRANSFER FUNCTIONS OBTAINED FROM TABLES IN ARI STANDARD 885.9) SOUND DATA SHALL BE OBTAINED FROM TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-98.10) 120V POWER TO CONTROL TRANSFORMER BY DIVISION 26. 24V DDC CONTROL WIRING BY "RELIABLE" CONTROL CONTRACTOR.11) SEE 1/M6.02 FOR MOUNTING DETAIL AND 4/M5.01 FOR TERMINAL BOX PIPING DIAGRAM.

NOTES:1) PROVIDE BACKDRAFT DAMPER.2) PROVIDE ROOFCURB.

CHILLED AND HEATING WATER FAN COIL SCHEDULE

SYMBOL SERVING

BASIS OF DESIGN

AIR FLOW(CFM) MIN OSA

FAN ESP(IN H2O)

COOLING CHW MIN.BRANCHPIPE SIZE

HEATING HW MINBRANCHPIPE SIZE

ELECTRICAL

CONTROLSREF

MAX WT(LBS) COMMENTSMFR MODEL

TOTALCAP (MBH)

SENS CAP(MBH) GPM EWT (°F) LWT (°F) EDB (°F) EWB (°F) LDB (°F) LWB (°F) WPD

MIN CAP(MBH) GPM EWT (°F) LWT (°F) EAT (°F) LAT (°F) WPD VOLTS PH FLA

FC-1 NORTHOFFICES

IEC HBD20 950 145 1.5 69.0 46.0 11.6 44 56 76 66 55 54 6.50 1 1/2" 146.0 7.3 180 140 29 96 3.00 1" 480 3 2.8 150 1

FC-2 SOUTHOFFICES

IEC HBD06 180 40 0.95 18.4 12.0 3.1 44 56 76 66 55 54 1.20 3/4" 42.0 2.1 180 140 29 106 1.20 3/4" 480 3 1.1 150 1

FC-4 SOUTHOFFICES

IEC HBD06 120 25 0.95 18.4 12.0 3.1 44 56 76 66 55 54 1.20 3/4" 42.0 2.1 180 140 29 106 1.20 3/4" 480 3 1.1 150 1

CONDENSING UNIT SCHEDULE

SYMBOL

BASIS OF DESIGN

RELATEDFAN

NOMTONS

COOLING

MIN EFF(SEER)

ELECTRICAL

CONTROLSREF

MAX WT(LBS) COMMENTSMFR MODEL CAP (MBH)

AMBTEMP (F) VOLTS PH MCA MOCP

CU-1 MITSUBISHI PUMY-P36NHMU FC-3 3 36.0 94 11.2 208 1 26.0 40 4/M6.02 300 1-3

SPLIT SYSTEM FAN COIL SCHEDULE

SYMBOL AREA SERVED

BASIS OF DESIGN

AIR FLOW(CFM)

COOLING

MAX WT.(LBS) COMMENTSMANUFACTURER MODEL

TOTAL(MBH)

SENS.(MBH)

ENT. AIR

(°F DB)FC-3 TELECOM ROOM MITSUBISHI ELECTRIC PKFY-P30NKMU-E 710 30 28 78 40 1, 2

GRAVITY RELIEF AND GRAVITY INTAKE SCHEDULE

SYMBOLSERVING

BASIS OF DESIGNAIR FLOW

(CFM)ESP

(IN H20)

THROATVELOCITY(FT/MIN)

MAX WT(LBS) COMMENTSMFR MODEL

GI-1 OFFICE NORTH GREENHECK GRSI 600 0.05 375 15 1, 2

SOUND ATTENUATOR SCHEDULE

SYMBOL SERVING

BASIS OF DESIGN

CFM LENGTH

SILENCERPRESSURE DROP

(IN WG) VELOCITY

MIN DYNAMIC INSERTION LOSS (DB)OCTAVE BAND MID-FREQUENCY HZ

COMMENTSMFR MODEL 63 125 250 500 1K 2K 4K 8KS-1 AHU-2 SUPPLY VAW SYSTEMS RSA-30V70 24000 7' - 0" 0.20 1694 FPM 5 11 19 23 25 18 17 13 1

S-2 AHU-2 RETURN VAW SYSTEMS RSA-30V70 24000 7' - 0" 0.18 -1694 FPM 6 13 19 23 22 18 16 12 1

S-3 AHU-3 SUPPLY VAW SYSTEMS RSA-38V60 17325 7' - 0" 0.14 1480 FPM 7 13 22 24 24 16 15 11 1

S-4 AHU-3 RETURN VAW SYSTEMS RSA-38V60 12100 7' - 0" 0.12 -1480 FPM 6 10 18 32 37 27 22 13 1

NOTES:1) UNIT POWERED BY CU-1 ON ROOF.2) PROVIDE GOBI CONDENSATE PUMP KIT, ELECTRICAL SERVICE - 120 V, 16 W

DIFFUSER, REGISTER AND GRILLE SCHEDULE

SYMBOL TYPE FACE FRAME DAMPER FINISH

BASIS OF DESIGN

COMMENTSMFR. MODELCD-1 CEILING DIFFUSER PERFORATED LAY-IN NONE WHITE TITUS MCD 1-5

CEG-1 CEILING EXHAUST GRILLE EGGCRATE LAY-IN NONE WHITE TITUS 50F 1-5

CRG-1 CEILING RETURN GRILLE EGGCRATE LAY-IN NONE WHITE TITUS 50F 1-5

CTG-1 CEILING TRANSFER GRILLE EGGCRATE LAY-IN NONE WHITE TITUS 50F 1-5

LS-1 LINEAR SLOT DIFFUSER 2" SLOT SURFACE NONE ALUMINUM TITUS ML-37 1-5

EG-1 SIDEWALL EXHAUST GRILLE DOUBLE DEFL. 1/4" BORDER NONE WHITE TITUS 350RL 1-5

RG-1 SIDEWALL RETURN GRILLE DOUBLE DEFL. 1/4" BORDER NONE WHITE TITUS 350RL 1-5

SD-1 SIDEWALL SUPPLY GRILLE DOUBLE DEFL. 1/4" BORDER NONE WHITE TITUS 300RL 1-5

NOTES:1) CONSTUCTION - CASING: 22GA. GALV., PERF: 22GA. GALV., MEDIA: FIBERGLASS.

NOTES:1) ONE POINT POWER CONNECTION TO THE OUTDOOR UNIT WITH POWER CONDUIT TO INDOOR UNIT.2) ALL POWER WIRING TO BE INSTALLED UNDER THE ELECTRICAL WORK.3) INCLUDES FANCOIL MCA.

NOTES:1) PROVIDE WITH GOBI CONDENSATE PUMP. ELECTRICAL SERVICE - 120 V, 16 W.

NOTES:1) COORDINATE EXACT LOCATION WITH LIGHTS, SPRINKLER HEADS AND ARCHITECTURAL RCP.2) USE BORDER TYPE 2 FOR SURFACE MOUNT IN HARD CEILINGS.3) COORDINATE WITH WALL ELEVATIONS.4) SEE FLOOR PLANS FOR NECK SIZES.5) SEE FLOOR PLANS FOR FACE SIZES.

NOTES:1) PROVIDE WITH ROOF CURB.2) PROVIDE WITH BIRD SCREEN.

Page 3: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

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B

A

B

A

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

ASHREAE 62.1VENTILATION AIRSCHEDULE

M0.03

1.12.2015

1089-0001

DSA SUBMITTAL

ASHRAE 62.1 - VENTILATION AIR SCHEDULE

System/ZoneName Room Name Room #

ASHRAE 62.1Space Type Area (Az)

Max Occupant load Per1000 sqft Max Occupant Load

AnticipatedOcc. Load (Pz)

Required Outside Air (Ra):CFM/SF

Required OACFM/Person

(Rp)PER PERSON

(Rp * Pz)PER AREA(Ra * Az)

Breathing ZoneOutdoor

AirFlow (Vbz) Ez

Required ZoneOutdoor Airflow

(Voz) Supply Air FlowPrimary Outdoor Air

fraction (Zp)Ventilation

Efficiency (Ev)System Occ

DiversityUncorrected OA

Intake VouOutdoor Air

Intake

AC-1 ENTRY VESTIBULE 10 Main Enrty Lobbies 249 SF 10 2 1 0.06 5 4 15 19 0.8 23.75 0 1 19

AC-1 EXERCISE LAB 11 HealthClub/AerobucsRoom

2368 SF 40 95 40 0.06 20 800 142 942 0.8 1177.50 2400 0.49 0.6 1 942 1570

97 41 1201.25 2400 961 1570

AC-2 VESTIBULE 15 Lobbies 95 SF 150 14 0 0.06 5 2 6 8 0.8 10.00 0 1 8

AC-2 EXERCISE LAB 16 HealthClub/AerobucsRoom

2368 SF 40 95 40 0.06 20 800 142 942 0.8 1177.50 2400 0.49 0.6 1 942 1570

109 40 1187.50 2400 950 1570

AHU-1 SOUTH CORRIDOR 150 Corridors 1008 SF 3 0.06 0 0 60 60 0.8 75.00 0 1 60

0 3 75.00 0 60 0

AHU-2 SPECTATOR GYMNASIUM 160 Spectator Areas 11940 SF 150 1791 900 0.06 7.5 6750 716 7466 0.8 9332.50 24000 0.39 0.7 1 7466 10666

1791 900 9332.50 24000 7466 10666

AHU-3 LOBBY 101 Lobbies 1378 SF 150 207 1 0.06 5 5 83 88 0.8 110.00 675 0.16 1 1 88 88

AHU-3 TICKETS/ CONCESSIONS 124 Ticket booths 274 SF 60 16 1 0.06 5 4 16 20 0.8 25.00 490 0.05 1 1 20 20

AHU-3 TELECOM 125 Telephone_DataEntry

107 SF 60 6 0 0.06 5 2 6 8 0.8 10.00 800 0.01 1 1 8 8

AHU-3 OFFICE 135 Office Spaces 119 SF 5 1 2 0.06 5 10 7 17 0.8 21.25 70 0.3 0.9 1 17 19

AHU-3 EAST CORRIDOR 137 Corridors 953 SF 3 0.06 0 0 57 57 0.8 71.25 0 1 57

AHU-3 TRAINING STAFF ROOM 139 Office Spaces 130 SF 5 1 2 0.06 5 10 8 18 0.8 22.50 80 0.28 0.9 1 18 20

AHU-3 MULTIPURPOSECLASSROOM

141 Classrooms (age 9plus)

1254 SF 35 44 31 0.12 10 310 150 460 0.8 575.00 1500 0.38 0.8 1 460 575

AHU-3 CORRIDOR 201 Corridors 978 SF 3 0.06 0 0 59 59 0.8 73.75 0 1 59

AHU-3 FITNESS CENTER 202 HealthClub/AerobucsRoom

5774 SF 40 231 56 0.06 20 1120 346 1466 0.8 1832.50 7360 0.25 0.9 1 1466 1629

AHU-3 EXERCISE LAB 205 HealthClub/AerobucsRoom

2179 SF 40 87 40 0.06 20 800 131 931 0.8 1163.75 3570 0.33 0.8 1 931 1164

593 140 3905.00 14545 3124 3523

FC-1 OPEN OFFICE 102 Office Spaces 573 SF 5 3 15 0.06 5 75 34 109 0.8 136.25 600 0.23 0.9 1 109 121

FC-1 OFFICE 103 Office Spaces 135 SF 5 1 0 0.06 5 2 8 10 0.8 12.50 175 0.07 1 1 10 10

FC-1 DEAN'S OFFICE 104 Office Spaces 163 SF 5 1 1 0.06 5 3 10 13 0.8 16.25 175 0.09 1 1 13 13

FC-1 HALL 167 Corridors 215 SF 1 0.06 0 0 13 13 0.8 16.25 0 1 13

5 17 181.25 950 145 144

FC-2 OFFICE 111 Office Spaces 101 SF 5 1 1 0.06 5 5 6 11 0.8 13.75 60 0.23 0.9 1 11 12

FC-2 OFFICE 112 Office Spaces 101 SF 5 1 1 0.06 5 5 6 11 0.8 13.75 60 0.23 0.9 1 11 12

FC-2 OFFICE 113 Office Spaces 102 SF 5 1 1 0.06 5 5 6 11 0.8 13.75 60 0.23 0.9 1 11 12

3 3 41.25 180 33 37

FC-4 OFFICE 109 Office Spaces 102 SF 5 1 1 0.06 5 5 6 11 0.8 13.75 60 0.23 0.9 1 11 12

FC-4 OFFICE 110 Office Spaces 101 SF 5 1 1 0.06 5 5 6 11 0.8 13.75 60 0.23 0.9 1 11 12

2 2 27.50 120 22 24

Page 4: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

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H

G

F

E

D

C

B

A

B

A

J

K

H

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F

E

D

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

ASHRAE 62.1 EXHAUST AIRSCHEDULE

M0.04

1.12.2015

1089-0001

DSA SUBMITTAL

ASHRAE 62.1 EXHAUST AIR SCHEDULE

SYSTEM NAME ROOM NAME ROOM NUMBERASHRAE 62.1_OCCUPANCY

CATEGORY AREANUMBER OFFIXTURES

REQUIRED EXHAUST AIR

EXHAUST PERFIXTURE EXHAUST PER SF

SPECIFIEDEXHAUSTAIRFLOW

CFM PERFIXTURE CFM PER SF

EF-1 MENS 106 Toilets-public 82 SF 1 70 70 0

EF-1 STAFF LOCKER 105 Locker Room 137 SF 0.50 CFM/SF 68 0

EF-1 WOMENS 107 Toilets-public 100 SF 1 70 70 0

EF-1 STAFF LOCKER 108 Locker Room 139 SF 0.50 CFM/SF 70 0

EF-1: 4 140 138 0

EF-2 MEN'S TEAM SHOWER 147 Toilets-public 310 SF 7 70 490 490

EF-2 FOOTBALL LOCKER ROOM 146 Locker Room 1120 SF 0.50 CFM/SF 560 1700

EF-2 TEAM DRESSING ROOM 148 Locker/Dressing Room 327 SF 0.25 CFM/SF 82 500

EF-2 TEAM DRESSING ROOM 155 Locker/Dressing Room 305 SF 0.25 CFM/SF 76 590

EF-2 MEN'S TEAM TOILETS 145 Toilets-public 179 SF 4 70 280 0

EF-2 WOMEN'S TEAM TOILETS 153 Toilets-public 177 SF 4 70 280 0

EF-2 LAUNDRY 159 Soiled Laundry Rooms 304 SF 1.00 CFM/SF 304 400

EF-2 TEAM DRESSING ROOM 154 Locker/Dressing Room 304 SF 0.25 CFM/SF 76 580

EF-2 WOMEN'S TEAM SHOWER 156 Toilets-public 313 SF 7 70 490 290

EF-2: 9 1540 1098 4550

EF-3 PUBLIC WOMEN'S RESTROOM 122 Toilets-public 415 SF 9 70 630 675

EF-3 PUBLIC MEN'S RESTROOM 126 Toilets-public 400 SF 9 70 630 800

EF-3 WOMEN'S STUDENT LOCKERS 129 Locker Room 316 SF 0.50 CFM/SF 158 310

EF-3 MEN'S STUDENT LOCKERS 132 Locker Room 316 SF 0.50 CFM/SF 158 310

EF-3 TRAINING ROOM 138 Locker Room 1132 SF 0.50 CFM/SF 566 860

EF-3 WOMEN'S STUDENT RESTROOM 130 Toilets-public 292 SF 8 70 560 640

EF-3 MEN'S STUDENT RESTROOM 131 Toilets-public 292 SF 8 70 560 640

EF-3 JAN. 140 Janitor Closets, Trash Rooms, Recycling 106 SF 1.00 CFM/SF 106 0

EF-3 JANITOR 203 Janitor Closets, Trash Rooms, Recycling 65 SF 1.00 CFM/SF 65 75

EF-3: 9 2380 1053 4310

EF-4 JANITOR 12 Janitor Closets, Trash Rooms, Recycling 58 SF 1.00 CFM/SF 58 0

EF-4 TOILET 13 Toilets-public 74 SF 1 70 70 0

EF-4 TOILET 14 Toilets-public 73 SF 1 70 70 0

EF-4: 3 140 58 0

Page 5: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

TITLE 24 - MECHANICAL

M0.05

1.12.2015

1089-0001

DSA SUBMITTAL

Page 6: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

CO2CO2

CO2

CO2P

ELEV.

E1.1

HALL

167

PUBLIC WOMEN'SRESTROOM

122

SPECTATOR GYMNASIUM

160

PUBLIC MEN'S RESTROOM

126

MEN'S TEAM SHOWER

147

FOOTBALL LOCKER ROOM

146

TEAM DRESSING ROOM

148

VEST.

149

TEAM DRESSING ROOM

155

HYDRONICS

157

WOMEN'S STUDENTLOCKERS

129

MEN'S STUDENT LOCKERS

132

MULTIPURPOSE CLASSROOM

141

SOUTH CORRIDOR

150

TRAINING ROOM

138

EQUIPMENT STORAGE

133

TICKETS/ CONCESSIONS

124

TELECOM

125

LOBBY

101

DEAN'S OFFICE

104

OFFICE

111

OFFICE

112

OFFICE

113

OFFICE

110

OFFICE

109

M4.01

1

E F GA.5 F.2 JH

5

6

7

8

9

B C D

ELEC.

136

TRAINING STAFF ROOM

139

JAN.

140

10x10

(490 CFM )

VAV-1

(800 CFM )

VAV-2

(450 CFM )

VAV-4

(600 CFM )

VAV-6

(900 CFM )

VAV-7

(550 CFM )

VAV-5

(480 CFM )

VAV-3

20x14 (

2270)

20x12 (

1790)

26x20 (4770)

26x20

24x20

(1295 CFM )

VAV-9(1700 CFM )

VAV-8

(1925 CFM )

VAV-10

28x22 18x16

12x12

WOMEN'S TEAM TOILETS

153

MEN'S TEAM TOILETS

145

MEN'S STUDENT RESTROOM

131

WOMEN'S STUDENTRESTROOM

130

MACH. ROOM

120

STAFF LOCKER

108

WOMENS

107

MENS

106

STAFF LOCKER

105

OPEN OFFICE

102

SEE M2.02 FOR SCOPEOF MECHANICAL WORKIN THE GYMNAISUM

28x22 (

5520)

28x22

1

ELEC.

151

28x22

T

T

T

(TYP)

UP TOMECH SHAFT

14x1414x10

20x24

20x24

1

1

114x12

10x10

T T

T

T

TT

T

T

T

26x12

16x12

FC-1

FC-2

(VAV-10)

(VA

V-9

)

(VAV-8)

(VAV-7)(VAV-6)

(VAV-4)

(VAV-5)

(VAV-3)

T

T

(VAV-2)

(VAV-1)

(FC-1)

(FC-2)

(FC-3)

T

(VAV-14)

(AHU-2)

24x22

FC-3

OFFICE

135

A

1

2

3

4

3

4" CHWR

4" CHWS

4" CHWR

4" CHWS

EF-5

5

M7.02

1

M7.03

OFFICE

103

FC-4

VEST.

144

12x12

T (EF-5)

20x18 (

2050)

115

EG-16x6

LAUNDRY

159

340

340

340

340

340

280

250250

490

490 565

565

570

500290

290

290

290

285

290

285

280

280

490

490

12"

280

400

EG-112x12

20x16

GYM EQUIPMENT

134

4

M7.02

4

M7.02

4

M7.02

165

165

16012''Ø

800

70

190

220

150

150

150

150

150

10''Ø

12''Ø

80

160

10''Ø

155

155

150

150

150 150 150 150

10''Ø

12''Ø

10''Ø

14''Ø

175 175150

150 150

150

60 60 60

60 60

T(FC-4)

490

340

33514x12

400

400

310 320

320

310 320

320

230

230

230

230

EAST CORRIDOR

137

20x12 (

1500)

28x22

290

TEAM DRESSING ROOM

154

WOMEN'S TEAM SHOWER

156

VEST.

152

4

2

150

150

150

250

250

VAV-21

T

(VAV-21)

8x8

8x8

3/4''HWS/R

150

3/4''HWS/R

3" HWS

3" HWR

3'' HWS

3'' HWR

1 1/4" HWR1 1/4" HWS1 1/4" CHWR

1 1/4" CHWS

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

1ST FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - MECHANICAL

M2.01

1.12.2015

1089-0001

DSA SUBMITTAL

0' 4' 8' 16'

1/8" = 1'-0"

1 1ST FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

SHEET KEYNOTES1 ALUMINUM OR STAINLESS STEEL DUCT SLOPED

BACK TO THE LAST DIFFUSER.

2 12x12 UP TO GRAVITY INTAKE ON ROOF. PROVIDEMOTORIZED DAMPER ON VERTICAL PORTION OFDUCT.

1. SEE DIFFUSER, REGISTER AND GRILLE SCHEDULE

NOTE:

EXHAUST GRILLES

RETURN GRILLES

CD-1

SUPPLY DIFFUSER

DIFFUSER/GRILLES

TAG CFM RANGE

311-400

201-310

0-200

CD-1

CD-1

NECK SIZE

8"Ø

10"Ø

12"Ø

CRG-1

TAG CFM RANGE

375-600

211-370

0-210

CRG-1

CRG-1

NECK SIZE

8"Ø

10"Ø

12"Ø

CEG-1

TAG CFM RANGE

375-600

211-370

0-210

CEG-1

CEG-1

NECK SIZE

8"Ø

10"Ø

12"Ø

2. ALL DIFFUSERS , REGISTERS AND GRILLES TO BE TYPE CD-1, CRG-1 AND CEG-1 UNLESS NOTED OTHERWISE.

3. ALL BRANCH DUCTWORK TO DIFFUSERS, REGISTERS AND GRILLES TO BE SAME SIZE AS NECK SIZE, UNLESS NOTED OTHERWISE.

3 HWS/R & CHWS&R UP TO AHU.

4 PRESSURE SENSOR, SEE CONTROL DIAGRAMS.

Page 7: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

CORRIDOR

201

E F GA.5 F.2 JH

5

6

7

8

9

AHU-1

B C D

1

EF-1

EF-2

(1400 CFM )

VAV-12

(960 CFM )

VAV-13

(1350 CFM )

VAV-15

(1690 CFM )

VAV-17

(1080 CFM )

VAV-16

(2000 CFM )

VAV-19

(900 CFM )

VAV-18

(1600 CFM )

VAV-20

38x32(12555)

34x26

34x26 (

8055)

26x18 (

4500)

32"ø (8000)

32"ø (8000)

24x22

2

M4.01

2

TERRACE

T1

JANITOR

203

ELEV.

E1.1

16"ø

42"ø

(16000)

8"ø

T

T

T

T

T

T

T (VAV-12)

(VAV-15)

(VAV-16)

(VAV-17)

(VAV-18)

(VAV-20)

(VAV-19)

T

(VAV-13)

GI-1

(TYP.)

42x36

(4285)

A

1

2

3

4

50x30

2

2

1 1/4" HWR 1 1/4" HWS

1 1/4" CHWS

1 1/4" CHWR

(675 CFM )

VAV-14

18"ø12"ø

12"ø

16"ø

14"ø

14"ø

14"ø

12"ø 14"ø

12"ø

14"ø

18"ø

14"ø

3

M7.02

5

M7.03

3

M7.03

3

M7.02

1 1/2" HWS

1 1/2" HWR

32x30

CF-1 CF-2

CF-3

CF-4

CF-5CF-6

CF-7CF-8

24X20 UP

26x22 (

4465)

30x24 (

6390)

895

RG-1

TYP 3

18x12

890

RG-1

TYP 2

18x12

34x36

(12000)

34x36

(12000)

28x22 DN

6000

RG-1

TYP-4

36x32

EXERCISE LAB

205

SPECTATOR GYMNASIUM

160

FITNESS CENTER

202

32"ø (8000)

3

3

270

SD-1

TYP 4

12x6

240

SD-1

TYP 4

12x6

400

SD-1

TYP 4

12x6

225

SD-1

TYP 2

12x6

270

SD-1

TYP 2

8x8

12"ø

220

SD-1

TYP 2

12x6

285

SD-1

TYP 2

8x8

280

SD-1

TYP 4

12x6795

RG-1

TYP 2

18x12

800

RG-1

TYP 6

18x12

225

SD-1

TYP 4

8x8

225

SD-1

TYP 6

8x8

280

SD-1

TYP 5

12x6

26x18

60x34(24000)

270

SD-1

TYP 2

8x8

75

EG-16x6

(900 CFM )

VAV-11

T (VAV-11)

12"ø

12"ø

3/4" HWS

3/4" HWR

435

LS-1

TYP 3

4x48

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

2ND FLOOR PLAN -PHYSICAL EDUCATIONBUILDING - MECHANICAL

M2.02

1.12.2015

1089-0001

DSA SUBMITTAL

0' 4' 8' 16'

1/8" = 1'-0"

1 2ND FLOOR PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

SHEET KEYNOTES1 4'' VENT THROUGH ROOF FROM DRYERS BELOW.

2 DUCT WITHIN THE GYM IS TO BE GALVANIZEDSHEET METAL IN THE BASE BID, AND DUCT-SOX OREQUIVALENT AS AN ALTERNATIVE.

3 OPEN RETURN DUCT INTO SHAFT AND TERMINATEMECHANICAL SHAFT AS RETURN PLENUM

Page 8: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

E F GA.5 F.2 JH

5

6

7

8

9

AHU-2

AHU-3

B C D

42x36

EF-3

60x34

60x34

38x32

1 S-3

S-4

S-1

S-2

A

1

2

3

4

2

2

2

2

RL/RS TOTELECOM ROOM

2

M7.03

2" HWR

2" HWS

4" CHWR

4" CHWS

2" HWR

2" HWS

3" CHWR

3" CHWS

3

M7.02

6

M7.03

7

M7.03

3

OSA

OSA

EA

EA

CU-1

(TYP)

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

ROOF PLAN - PHYSICALEDUCATION BUILDING -MECHANICAL

M2.03

1.12.2015

1089-0001

DSA SUBMITTAL

0' 4' 8' 16'

1/8" = 1'-0"

1 ROOF PLAN - PHYSICAL EDUCATION BUILDING - MECHANICAL

SHEET KEYNOTES1 MECHANICAL SHAFT BELOW. SEE ARCHITECTURAL

DRAWINGS FOR PENTHOUSE CONSTRUCTIONDETAILS.

2 FLEXIBLE CONNECTION, TYPICAL.

3 REFRIGERANT LINE SIZING PER MANUFACTURER'SRECOMMENDATION.

Page 9: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

A.5

9

HYDRONICS

157

1

3'' HWS/R

4'' CHWS/R

(TYP. 2)

3'' HWS/R

4'' CHWS/R

A

VFD VFD VFD VFD

(TYP. 2) CHWP-2CHWP-1HWP-2

HWP-1

4

M5.014

M7.04

3

M7.04

1

M5.01

1

M5.01

TCP TCP

1ST FLOOR0' - 0"

2ND FLOOR15' - 0"

FITNESS T.O.DECK31' - 6"

GYM T.O. DECK36' - 2 1/2"

5 6 76.24.12.9 5.33 4

42"ø 32"ø

30x50 36x32 RETURNAIR DUCT (TYP 4)

27' -

2"

31' -

4"

AIR PEAR FAN (TYP)

32"ø32"ø

FIRE PROTECTION PIPEFIRE PROTECTION PIPE

60x34 SA

32"ø

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

ENLARGED PLANS ANDSECTIONS - MECHANICAL

M4.01

1.12.2015

1089-0001

DSA SUBMITTAL

1/2" = 1'-0"

1 ENLARGED VIEW - MECHANICAL

SHEET KEYNOTES1 4'' VENT THROUGH ROOF FROM DRYERS.

1/8" = 1'-0"

2 SECTION VIEW - GYM DUCT - MECHCANIAL

Page 10: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

CHECK VALVE (TYP)

ISOLATION VALVE (TYP)

FLEXCONNECTION(TYP)

STRAINER (TYP)

PUMP (TYP)

VFD

PRESSURE GAUGE(TYP)

AIR FLOW

M

CHWR/HWR CHWS/HWS

UNION AT COIL CONN ONSTEEL PIPE ONLY

PRESSURE INDEPENDENTTWO-WAY CONTROL VALVE

STRAINER

6" DIRT LEG, 3/4" DRAIN VALVE WITHMALE HOSE ADAPTER AND CAP (TYP)

FLEXIBLE CONNECTION (TYP)

PETE'S PLUG

ISOLATION VALVE (TYP)

MANUAL AIR VENT

SWITCHOVER COOLING/HEATING COIL

ISOLATION VALVES

BALANCING VALVE

AIR FLOW

M

CHWR/HWR CHWS/HWS

UNION AT COIL CONN ONSTEEL PIPE ONLY

PRESSURE GAUGE (TYP)

TEMPERATURE GAUGE (TYP)PRESSURE INDEPENDENTTWO-WAY CONTROL VALVE

STRAINER

6" DIRT LEG, 3/4" DRAIN VALVE WITHMALE HOSE ADAPTER AND CAP (TYP)

FLEXIBLE CONNECTION (TYP)

PETE'S PLUG (TYP)

ISOLATION VALVE (TYP)

MANUAL AIR VENT

SWITCHOVER COOLING/HEATING COIL

ISOLATION VALVES BALANCING VALVE

DP

T T

ISOLATION VALVE; MAX 72" AFF (TYP)

UNION OR FLANGE (TYP)

PRESSURE GAGE AND COCK (TYP)

PETE'S PLUG (TYP)

TEMPERATURE GAGE (TYP)

STRAINER WITH BLOW OFF VALVE &

MALE HOSE ADAPTER & CAP. LOCATE IN

HORIZONTAL POSITION PER MFR'S

INSTALLATION. (TYP)

3/4" DRAIN VALVE WITH MALE HOSE

ADAPTER AND CAP (TYP)

AUTOMATIC FLOW CONTROL VALVE

(TYP)

NOTE:

1.PIPING AND DEVICES TO BE LOCATED INSUCH A MANNER TO PROVIDE ADEQUATEROOM AND ACCESS TO READ ALL GAGES,OPERATE ALL VALVES, AND REMOVESECTIONS BETWEEN UNIONS/FLANGES.

2. PROVIDE AT ENTRANCE TO BUILDING.LOCATE HORIZONTALLY IF ASSEMBLYCANNOT BE PROVIDED VERTICALLY.

TEMPERATURE SENSOR, SEE CONTROL

DIAGRAMS (TYP) (AI BY BMS)

DIFFERENTIAL PRESSURE SENSOR, SEE

CONTROL DIAGRAMS (TYP) (AI BY BMS)

1/2" MIN.

BYPASS

BYPASS

CHWS/HWSCHWR/HWR

TO GYMNASIUM

FLOW MEASURING STATION (TYP)

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

DIAGRAMS - MECHANICAL

M5.01

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 TYPICAL PUMP PIPE FIT-UP DIAGRAM

NO SCALE

2 SINGLE COIL PIPING DIAGRAM (FCU/VAV TERMINAL UNIT)

NO SCALE

3 SINGLE COIL PIPING DIAGRAM (AHU)

NO SCALE

4 UNDERGROUND PIPING POINT OF ENTRY DETAIL

Page 11: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

CT

A0

AI

D0

DI

DP

MD

HS

DP

P

SD

T

TPI

VFD

CONTROL DIAGRAM SYMBOLS LIST

ABBREVIATIONS

AFMS

AI

AO

BMS

CT

DDC

DI

DO

DP

EA

EF

HS

HWR

HWS

M

MAU

M/S

MD

OA

P

RA

RF

SA

SF

SD

T

TPI

VFD

SYMBOLS

ANALOG INPUT

ANALOG OUTPUT

ELECTRIC CURRENT TRANSMITTER

DIRECT DIGITAL CONTROL

DIGITAL INPUT

DIGITAL OUTPUT

DIFFERENTIAL PRESSURE SENSOR

HIGH STATIC

MOTOR STARTER

MOTORIZED DAMPER

PRESSURE SENSOR

SMOKE DETECTOR

TEMPERATURE SENSOR

THIRD PARTY INTERFACE (BACNET)

VARIABLE FREQUENCY DRIVE

DDC

M/S

CO2

PPM

AIR FLOW MEASURING STATION

ANALOG INPUT

ANALOG OUTPUT

BUILDING MANAGEMENT SYSTEM

ELECTRIC CURRENT TRANSMITTER

DIRECT DIGITAL CONTROL

DIGITAL INPUT

DIGITAL OUTPUT

PRESSURE SENSOR

EXHAUST AIR

EXHAUST FAN

HIGH STATIC

HEATING HOT WATER RETURN

HOT WATER SUPPLY

MOTORIZED

MAKE UP AIR UNIT

STARTER

MOTORIZED DAMPER

OUTSIDE AIR

PRESSURE SENSOR

RETURN AIR

FAN

SUPPLY AIR

SUPPLY FAN OR SQUARE FOOT

SMOKE DETECTOR

TEMPERATURE SENSOR

THIRD PARTY INTERFACE

VARIABLE FREQUENCY DRIVE

CARBON DIOXIDE

PART PER MILLION

XFMER 120V TO 24V TRANSFORMER

CONTROLS CONTRACTOR TOCOORDINATE SEQUENCES AND POINTSWITH SELECTED EQUIPMENT AT BID TIME.

NOTES:

PROVIDE THIRD PARTY BACNET INTERFACES, WHERE NOT PROVIDED BY MFR.

ALL CONTROL WIRING TO BE FURNISHED AND INSTALLED PER DIV. 23 & 26 SPECIFICATIONS. PLENUMRATED CABLE WITHIN PLENUM CEILINGS, RACEWAY ABOVE HARD LID CEILINGS.

PROVIDE 24V POWER TO ALL CONTROL DEVICES. DIV 26 SHALL PROVIDE 120V POWER TO 24VTRANSFORMER (DIV 23) FOR LOW VOLTAGE CONTROL POWER.

PROVIDE 120V POWER FOR ALL AIRFLOW MEASURING STATIONS AND BUILDING MANAGEMENTCONTROL SYSTEM INCLUDING ALL PANELS. FOLLOW DIV. 26 SPECIFICATIONS FOR PRODUCT ANDINSTALLATION RELATED TO 120V POWER DISTRIBUTION, COORDINATE CIRCUITS DESIRED WITHELECTRICAL

PROVIDE DEVICES/PROGRAMMING OF BMS SYSTEM FOR OWNER OVERRIDE OF CONTROLLED SYSTEM.

MISCELLANEOUS POINTS: INTEGRATE BUILDING LIGHTING CONTROLS (SEE ELECTRICAL),PROVIDEDOMESTIC HOT WATER CONTROLS (SEE PLUMBING)

PROVIDE ALL TELECOMMUNICATIONS INFRASTRUCTURE REQUIRED FOR PROPER OPERATION OFSYSTEM AND COMMUNICATION TO DISTRICT CENTRAL AUTOMATION SYSTEMS.

PROVIDE TELECOM TO IP NETWORK TO THE DISTRICT.

CONTROL DIAGRAMS, SEQUENCES, AND SPECIFICATIONS ARE PERFORMANCE BASED. PROVIDE FINALSEQUENCES, POINTS LIST, TRENDING LIST, AND ARCHITECTURAL RISER DIAGRAMS (SEESPECIFICATIONS).

A.

B.

C.

D.

E.

F.

G.

H.

I.

CO2 CARBON DIOXIDE SENSOR

DP

AI

AI

D0

DI

A0

AI

AI

AI

D0

DI

A0

AI

AI

AI

AI

TEMP (180°F)VFD TPI

VFD TPI

HZ *

START/STOP

STATUS *

SPEED

DIFF PRESS. (PSI)

(INITIAL 12 PSI)HZ *

START/STOP

STATUS *

SPEED TEMP

KWH *

KWH * * = FROM VFD BACNET CARD

TEMP

TEMP

(FROM CUP)

HWS

(TO CUP)

HWR

BMS

LOCATE 2/3 DISTANCEDOWN LONGESTHYDRAULIC LENGTH

HWP-1

HWP-2

SEE DETAIL 4/M5.01 FORADDITIONAL CONTROL POINTS.

T

T

T

T

BMS

DP

AI

AI

D0

DI

A0

AI

AI

AI

D0

DI

A0

AI

AI

AI

AI

TEMP (58°F)VFD TPI

VFD TPI

HZ *

START/STOP

STATUS *

SPEED

DIFF PRESS. (PSI)

(INITIAL 12 PSI)HZ *

START/STOP

STATUS *

SPEED TEMP

KWH *

KWH * * = FROM VFD BACNET CARD

TEMP

TEMP

(FROM CUP)

CHS

(TO CUP)

CHR

BMS

LOCATE 2/3 DISTANCEDOWN LONGESTHYDRAULIC LENGTH

CHP-1

CHP-2

SEE DETAIL 4/M5.01 FORADDITIONAL CONTROL POINTS.

T

T

T

T

BMS

M

AO

AO

AI

AI

AO

AI

AI

24 V

24 V

H

C

MODULATE

HWSHWR

VAV BOX WITH REHEAT

ZONE TEMPERATURE SENSOR

V-1

MODULATE, VAVDAMPER ACTUATOR

AIRFLOW (CFM)

TEMP

TEMPSENSOR

UNIT VAVCONTROLLER

VAV BOX NO REHEAT

AIRFLOW (CFM)

TEMP

TEMPSENSOR

FURNISHED BY CONTROLSCONTRACTOR, INSTALLED BYVAV MFR. (TYP)

UNIT VAVCONTROLLER

MODULATE, VAVDAMPER ACTUATOR

ZONE CO2 SENSOR(INITIAL: 1,000 PPM)

DI

AI

MD

MD

AI

AI

ZONE OVERRIDE

ZONE TEMP

TP T

P T

CARBON DIOXIDE

C

ZONE SETPOINT ADJUST

ZONE PRESSURE SENSOR(INITIAL: 0.05'')

AI PRESSURE

P

SEQUENCE OF OPERATION:

HEATING SYSTEM RUN CONDITIONS:

THE HEATING SYSTEM SHALL BE ENABLED TO RUN WHENEVER:

· A DEFINABLE NUMBER OF ZONES OR HOT WATER COILS NEED HEATING DURING

THEIR RESPECTIVE SCHEDULED OCCUPIED RUN TIMES, MINIMUM TWO

· AND OUTSIDE AIR TEMPERATURE IS LESS THAN 70°F (OPERATOR DEFINABLE).

TO PREVENT SHORT CYCLING, THE PUMPING SYSTEM SHALL RUN FOR AND BE OFF FOR

MINIMUM ADJUSTABLE TIMES (BOTH OPERATOR DEFINABLE), UNLESS SHUTDOWN ON

SAFETIES OR OUTSIDE AIR CONDITIONS.

HOT WATER PUMP LEAD/LAG OPERATION:

THE TWO HOT WATER PUMPS SHALL OPERATE IN A LEAD/LAG FASHION.

· THE LEAD PUMP SHALL RUN FIRST.

· ON FAILURE OF THE LEAD PUMP, THE LAG PUMP SHALL RUN AND THE LEAD PUMP

SHALL TURN OFF.

· ON DECREASING HOT WATER DIFFERENTIAL PRESSURE, THE LAG PUMP SHALL STAGE

ON AND RUN IN UNISON WITH THE LEAD PUMP TO MAINTAIN HOT WATERDIFFERENTIAL PRESSURE SETPOINT.

THE DESIGNATED LEAD PUMP SHALL ROTATE UPON ONE OF THE FOLLOWING CONDITIONS

(USER DEFINABLE ):

· MANUALLY THROUGH A SOFTWARE SWITCH

· IF PUMP RUNTIME (OPERATOR DEFINABLE) IS EXCEEDED

· WEEKLY

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HOT WATER PUMP 1

o FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

o RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

o RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

o VFD FAULT.

· HOT WATER PUMP 2

o FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

o RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

o RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

o VFD FAULT.

THE FOLLOWING SETPOINTS ARE RECOMMENDED VALUES. ALL SETPOINTS SHALL BE FIELD

ADJUSTED DURING THE COMMISSIONING PERIOD TO MEET THE REQUIREMENTS OF ACTUAL

FIELD CONDITIONS.

THE CONTROLLER SHALL MODULATE HOT WATER PUMP SPEEDS TO MAINTAIN A HOT

WATER DIFFERENTIAL PRESSURE OF 12 PSI (OPERATOR DEFINABLE). THE VFDS MINIMUM

SPEED SHALL NOT DROP BELOW 10% (ADJ.).

ON DROPPING HOT WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE ON AND RUN

TO MAINTAIN SETPOINT AS FOLLOWS:

· THE CONTROLLER SHALL MODULATE THE LEAD VFD TO MAINTAIN SETPOINT.

· IF THE LEAD VFD SPEED IS GREATER THAN A SETPOINT OF 90% (ADJ.), THE LAG VFD

SHALL STAGE ON.

· THE LAG VFD SHALL RAMP UP TO MATCH THE LEAD VFD SPEED AND THEN RUN IN

UNISON WITH THE LEAD VFD TO MAINTAIN SETPOINT.

ON RISING HOT WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE OFF AS

FOLLOWS:

· IF THE VFD'S SPEEDS DROPS BACK TO 40% (ADJ.) BELOW SETPOINT, THE LAG VFD SHALL

STAGE OFF.

· THE LEAD VFD SHALL CONTINUE TO RUN TO MAINTAIN SETPOINT.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH HOT WATER DIFFERENTIAL PRESSURE: IF 25% (OPERATOR DEFINABLE) GREATER

THAN SETPOINT.

· LOW HOT WATER DIFFERENTIAL PRESSURE: IF 25% (OPERATOR DEFINABLE) LESS THAN

SETPOINT.

PRIMARY HOT WATER SYSTEM MONITORING:

THE FOLLOWING SYSTEM SHALL BE MONITORED:

· PRIMARY HOT WATER SUPPLY.

· PRIMARY HOT WATER RETURN.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH PRIMARY HOT WATER SUPPLY TEMP: IF GREATER THAN 200°F (ADJ.).

· LOW PRIMARY HOT WATER SUPPLY TEMP: IF LESS THAN 100°F (ADJ.).

· AND CAMPUS CENTRAL HEATING PLANT IS ENABLED.

(OPERATOR DEFINABLE).

· PRIMARY HOT WATER FLOW RATE.

HOT WATER SUPPLY TEMPERATURE CONTROL

HOT WATER DIFFERENTIAL PRESSURE CONTROL:

THE CONTROLLER SHALL MEASURE HOT WATER DIFFERENTIAL PRESSURE AND MODULATE

THE HOT WATER PUMP VFD'S IN SEQUENCE TO MAINTAIN ITS HOT WATER DIFFERENTIAL

PRESSURE SETPOINT.

DIFFERENTIAL PRESSURE RESET CONTROL :

THE INITIAL DIFFERENTIAL PRESSURE SETPOINT SHALL BE 12 PSI (OPERATOR DEFINABLE).

AS DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A MAXIMUM

OF 15 PSI (OPERATOR DEFINABLE).

AS DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO A

MINIMUM OF 5 PSI (OPERATOR DEFINABLE).

TRIM AND RESPOND ALGORITHM: DIFFERENTIAL PRESSURE SETPOINT SHALL BE RESET

USING TRIM AND RESPOND LOGIC WITHIN THE RANGES INDICATED ABOVE. WHEN THE

PUMP IS OFF, FREEZE SETPOINT AT THE MINMUM VALUE. WHILE PUMP IS PROVEN ON,

(SET AT INITIAL DIFFERENTIAL PRESSURE SETPOINT NOTED ABOVE) EVERY 5 MINUTES,

DECREASE THE SETPOINT BY 0.5 PSI IF THERE IS ONE (OPERATOR DEFINABLE) OR FEWER

PRESSURE REQUESTS. IF THERE IS MORE THAN ONE (OPERATOR DEFINABLE) PRESSURE

REQUESTS, INCREASE THE SETPOINT BY 0.5 PSI. A PRESSURE REQUEST IS GENERATED

WHEN ANY MODULATING CONTROL VALVE SERVED BY THE SYSTEM IS WIDE OPEN UNTIL

IT DROPS TO 90% OPEN. DURING THE COMMISSIONING PHASE, DETERMINE ROGUE

ZONES THAT LIMIT THE TRIM AND RESPOND ALGORITHM AND REPORT ZONES TO

ARCHITECT FOR REVIEW.

THE HEATING HOT WATER TEMPERATURE SETPOINT SHALL BE SET AT 180°F (OPERATOR

DEFINABLE). VALVE V-1 SHALL MODULATE TO MIX CUP HEATING SUPPLY WATER WITH

BUILDING RETURN WATER TEMPERATURE IN ORDER TO MAINTAIN DESIRED BUILDING

HEATING WATER TEMPERATURE. RESET BUILDING TEMPERATURE USING TRIM AND

RESPOND ALGORITHM BASED ON WORST ZONE OFFSET.

ENERGY MONITORING:

MONITOR AND TREND LOG PUMP KWH THROUGH VFD AND SYSTEM THERMAL ENERGY USE

THROUGH BTUH CALCULATIONS USING SUPPLY/RETURN WATER TEMPERATURE AND SYSTEM

FLOW. (BASED ON CALIBRATED FLOW THROUGH V-1 AND ACTUATOR POSITION).

SEQUENCE OF OPERATION:

CHILLED WATER SYSTEM RUN CONDITIONS:

THE CHILLED WATER SYSTEM SHALL BE ENABLED TO RUN WHENEVER:

· A DEFINABLE NUMBER OF FAN COILS, ZONES, OR COOLING COILS NEED COOLING, MINIMUM ONE

(OPERATOR DEFINABLE).

·

TO PREVENT SHORT CYCLING, THE PUMPING SYSTEM SHALL RUN FOR AND BE OFF FOR

MINIMUM ADJUSTABLE TIMES (BOTH OPERATOR DEFINABLE), UNLESS SHUTDOWN ON

SAFETIES OR OUTSIDE AIR CONDITIONS.

CHILLED WATER PUMP LEAD/LAG OPERATION:

THE TWO CHILLED WATER PUMPS SHALL OPERATE IN A LEAD/LAG FASHION.

· THE LEAD PUMP SHALL RUN FIRST.

· ON FAILURE OF THE LEAD PUMP, THE LAG PUMP SHALL RUN AND THE LEAD PUMP

SHALL TURN OFF.

· ON DECREASING CHILLED WATER DIFFERENTIAL PRESSURE, THE LAG PUMP SHALL STAGE

ON AND RUN IN UNISON WITH THE LEAD PUMP TO MAINTAIN CHILLED WATERDIFFERENTIAL PRESSURE SETPOINT.

THE DESIGNATED LEAD PUMP SHALL ROTATE UPON ONE OF THE FOLLOWING CONDITIONS

(USER DEFINABLE ):

· MANUALLY THROUGH A SOFTWARE SWITCH

· IF PUMP RUNTIME (OPERATOR DEFINABLE) IS EXCEEDED

· WEEKLY

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· CHILLED WATER PUMP 1

o FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

o RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

o RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

o VFD FAULT.

· CHILLED WATER PUMP 2

o FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

o RUNNING IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

o RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT.

o VFD FAULT.

CHILLED WATER DIFFERENTIAL PRESSURE CONTROL:

THE CONTROLLER SHALL MEASURE CHILLED WATER DIFFERENTIAL PRESSURE AND MODULATE

THE CHILLED WATER PUMP VFD'S IN SEQUENCE TO MAINTAIN ITS CHILLED WATER DIFFERENTIAL

PRESSURE SETPOINT.

THE FOLLOWING SETPOINTS ARE RECOMMENDED VALUES. ALL SETPOINTS SHALL BE FIELD

ADJUSTED DURING THE COMMISSIONING PERIOD TO MEET THE REQUIREMENTS OF ACTUAL

FIELD CONDITIONS.

THE CONTROLLER SHALL MODULATE CHILLED WATER PUMP SPEEDS TO MAINTAIN A CHILLED

WATER DIFFERENTIAL PRESSURE OF 12 PSI (OPERATOR DEFINABLE). THE VFDS MINIMUM

SPEED SHALL NOT DROP BELOW 10% (ADJ.).

ON DROPPING CHILLED WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE ON AND RUNTO MAINTAIN SETPOINT AS FOLLOWS:

· THE CONTROLLER SHALL MODULATE THE LEAD VFD TO MAINTAIN SETPOINT.

· IF THE LEAD VFD SPEED IS GREATER THAN A SETPOINT OF 90% (ADJ.), THE LAG VFD

SHALL STAGE ON.

· THE LAG VFD SHALL RAMP UP TO MATCH THE LEAD VFD SPEED AND THEN RUN IN

UNISON WITH THE LEAD VFD TO MAINTAIN SETPOINT.

ON RISING CHILLED WATER DIFFERENTIAL PRESSURE, THE VFDS SHALL STAGE OFF AS

FOLLOWS:

· IF THE VFD'S SPEEDS DROPS BACK TO 40% (ADJ.) BELOW SETPOINT, THE LAG VFD SHALL

STAGE OFF.

· THE LEAD VFD SHALL CONTINUE TO RUN TO MAINTAIN SETPOINT.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH CHILLED WATER DIFFERENTIAL PRESSURE: IF 25% (OPERATOR DEFINABLE) GREATER

THAN SETPOINT.

· LOW CHILLED WATER DIFFERENTIAL PRESSURE: IF 25% (OPERATOR DEFINABLE) LESS THAN

SETPOINT.

CHILLED WATER SUPPLY TEMPERATURE CONTROL:

THE CHILLED WATER SUPPLY TEMPERATURE SETPOINT SHALL BE SET AT 58°F

(OPERATOR DEFINABLE). VALVE V-1 SHALL MODULATE TO MIX CUP CHILLED WATER WITH

PRIMARY CHILLED WATER SYSTEM MONITORING:

THE FOLLOWING SYSTEM SHALL BE MONITORED:

· PRIMARY CHILLED WATER SUPPLY.

· PRIMARY CHILLED WATER RETURN.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH PRIMARY CHILLED WATER SUPPLY TEMP: IF GREATER THAN 62°F (ADJ.).

· LOW PRIMARY CHILLED WATER SUPPLY TEMP: IF LESS THAN 50°F (ADJ.).

AND CAMPUS CHILLER PLANT IS ENABLED.

· PRIMARY CHILLED WATER FLOW RATE.

ENERGY MONITORING:

MONITOR AND TREND LOG PUMP KWH THROUGH VFD AND SYSTEM THERMAL ENERGY USE

THROUGH BTUH CALCULATIONS USING SUPPLY/RETURN WATER TEMPERATURE AND SYSTEM

FLOW. (BASED ON CALIBRATED FLOW THROUGH V-1 AND ACTUATOR POSITION).

BUILDING RETURN WATER TEMPERATURE IN ORDER TO MAINTAIN DESIRED BUILDING CHILLED

WATER SUPPLY TEMPERATURE. RESET BUILDING TEMPERATURE USING TRIM AND RESPOND

DIFFERENTIAL PRESSURE RESET CONTROL :

THE INITIAL DIFFERENTIAL PRESSURE SETPOINT SHALL BE 12 PSI (OPERATOR DEFINABLE).

AS DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A MAXIMUM

OF 15 PSI (OPERATOR DEFINABLE).

AS DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO A

MINIMUM OF 5 PSI (OPERATOR DEFINABLE).

TRIM AND RESPOND ALGORITHM: DIFFERENTIAL PRESSURE SETPOINT SHALL BE RESET

USING TRIM AND RESPOND LOGIC WITHIN THE RANGES INDICATED ABOVE. WHEN THE

PUMP IS OFF, FREEZE SETPOINT AT THE MINMUM VALUE. WHILE PUMP IS PROVEN ON,

(SET AT INITIAL DIFFERENTIAL PRESSURE SETPOINT NOTED ABOVE) EVERY 5 MINUTES,

DECREASE THE SETPOINT BY 0.5 PSI IF THERE IS ONE (OPERATOR DEFINABLE) OR FEWER

PRESSURE REQUESTS. IF THERE IS MORE THAN ONE (OPERATOR DEFINABLE) PRESSURE

REQUESTS, INCREASE THE SETPOINT BY 0.5 PSI. A PRESSURE REQUEST IS GENERATED

WHEN ANY MODULATING CONTROL VALVE SERVED BY THE SYSTEM IS WIDE OPEN UNTIL

IT DROPS TO 90% OPEN. DURING THE COMMISSIONING PHASE, DETERMINE ROGUE

ZONES THAT LIMIT THE TRIM AND RESPOND ALGORITHM AND REPORT ZONES TO

ARCHITECT FOR REVIEW.

ALGORITHM BASED ON WORST ZONE OFFSET.

VARIABLE AIR VOLUME - TERMINAL UNIT (SERVING OFFICES)

RUN CONDITIONS - SCHEDULED:THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE INTHE FOLLOWING MODES:

• OCCUPIED MODE: THE UNIT SHALL MAINTAINo A 74 DEGREES F (ADJ.) COOLING SETPOINTo A 70 DEGREES F (ADJ.) HEATING SETPOINT.

• UNOCCUPIED MODE (NIGHT SETBACK): THE UNIT SHALL MAINTAINo A 85 DEGREES F (ADJ.) COOLING SETPOINT.o A 55 DEGREES F (ADJ.) HEATING SETPOINT.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

• HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN THECOOLING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.).

• LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS LESS THAN THE HEATINGSETPOINT BY A USER DEFINABLE AMOUNT (ADJ.).

MINIMUM VENTILATION ON CARBON DIOXIDE (CO2) CONCENTRATION (ONLY INDENSELY OCCUPIED AREAS - SHOWN ON PLANS:WHEN IN THE OCCUPIED MODE, THE CONTROLLER SHALL MEASURE THE ZONECO2 LEVELS AND MODULATE THE ZONE DAMPER OPEN ON RISING CO2CONCENTRATIONS OR ZONE DAMPER CLOSING OR LOWERING CO2CONCENTRATIONS, OVERRIDING NORMAL DAMPER OPERATION TO MAINTAIN ACO2 SETPOINT OF NOT MORE THAN 1000 PPM (ADJ.).

ALARMS SHALL BE PROVIDED AS FOLLOWS:

• LOW PRESSURE: IF SPACE PRESSURE BECOMES NEGATIVE.• HIGH ZONE CARBON DIOXIDE CONCENTRATION: IF THE ZONE CO2

CONCENTRATION IS GREATER THAN 1000 PPM (ADJ.).

MINIMUM PRESSURE SETPOINT:

WHEN IN OCCUPIED MODE, THE CONTROLLER SHALL MEASURE SPACEPRESSURE AND OPEN THE ZONE DAMPER UPON READINGS LESS THANSETPOINT. THIS ACTION SHALL OVERRIDE C02 SENSORS INDICATING THAT THEZONE DAMPER MAY CLOSE. THIS ACTION SHALL ALSO OVERRIDE HEATINGSEQUENCES CALLING FOR THE ZONE DAMPER TO CLOSE.

DEMAND LIMITING - ZONE SETPOINT OPTIMIZATION:TO LOWER POWER CONSUMPTION, THE ZONE SETPOINTS SHALLAUTOMATICALLY RELAX WHEN THE FACILITY POWER CONSUMPTION EXCEEDSDEFINABLE THRESHOLDS. THE AMOUNT OF RELAXATION SHALL BE INDIVIDUALLYCONFIGURABLE FOR EACH ZONE. THE ZONE SETPOINTS SHALL AUTOMATICALLYRETURN TO THEIR PREVIOUS SETTINGS WHEN THE FACILITY POWERCONSUMPTION DROPS BELOW THE THRESHOLDS.

ZONE SETPOINT ADJUST:THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATINGAND COOLING SETPOINTS AT THE ZONE SENSOR.

ZONE OPTIMAL START:THE UNIT SHALL USE AN OPTIMAL START ALGORITHM FOR MORNING START-UP.THIS ALGORITHM SHALL MINIMIZE THE UNOCCUPIED WARM-UP OR COOL-DOWNPERIOD WHILE STILL ACHIEVING COMFORT CONDITIONS BY THE START OFSCHEDULED OCCUPIED PERIOD.

ZONE UNOCCUPIED OVERRIDE:A TIMED LOCAL OVERRIDE CONTROL SHALL ALLOW AN OCCUPANT TO OVERRIDETHE SCHEDULE AND PLACE THE UNIT INTO AN OCCUPIED MODE FOR ANADJUSTABLE PERIOD OF TIME. AT THE EXPIRATION OF THIS TIME, CONTROL OFTHE UNIT SHALL AUTOMATICALLY RETURN TO THE SCHEDULE.

REVERSING VARIABLE VOLUME TERMINAL UNIT - FLOW CONTROL:THE UNIT SHALL MAINTAIN ZONE SETPOINTS BY CONTROLLING THE AIRFLOWTHROUGH ONE OF THE FOLLOWING:

REVERSING VARIABLE VOLUME TERMINAL UNIT - FLOW CONTROL:THE UNIT SHALL MAINTAIN ZONE SETPOINTS BY CONTROLLING THE AIRFLOWTHROUGH ONE OF THE FOLLOWING:

OCCUPIED:

• WHEN ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT, THEZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM OCCUPIEDAIRFLOW (ADJ.) AND THE MAXIMUM COOLING AIRFLOW (ADJ.) UNTIL THE ZONEIS SATISFIED.

• WHEN THE ZONE TEMPERATURE IS BETWEEN THE COOLING SETPOINT ANDTHE HEATING SETPOINT, THE ZONE DAMPER SHALL MAINTAIN THE MINIMUMREQUIRED ZONE VENTILATION (ADJ.).

• WHEN ZONE TEMPERATURE IS LESS THAN ITS HEATING SETPOINT, THECONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONE TEMPERATUREAT ITS HEATING SETPOINT. ADDITIONALLY, IF WARM AIR IS AVAILABLE FROMTHE AHU, THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUMOCCUPIED AIRFLOW (ADJ.) AND THE MAXIMUM HEATING AIRFLOW (ADJ.) UNTILTHE ZONE IS SATISFIED.

UNOCCUPIED:

• WHEN THE ZONE IS UNOCCUPIED THE ZONE DAMPER SHALL CONTROL TO ITSMINIMUM UNOCCUPIED AIRFLOW (ADJ.).

• WHEN THE ZONE TEMPERATURE IS GREATER THAN ITS COOLING SETPOINT,THE ZONE DAMPER SHALL MODULATE BETWEEN THE MINIMUM UNOCCUPIEDAIRFLOW (ADJ.) AND THE MAXIMUM COOLING AIRFLOW (ADJ.) UNTIL THE ZONEIS SATISFIED.

• WHEN ZONE TEMPERATURE IS LESS THAN ITS UNOCCUPIED HEATINGSETPOINT, THE CONTROLLER SHALL ENABLE HEATING TO MAINTAIN THE ZONETEMPERATURE AT THE SETPOINT. ADDITIONALLY, IF WARM AIR IS AVAILABLEFROM THE AHU, THE ZONE DAMPER SHALL MODULATE BETWEEN THEMINIMUM UNOCCUPIED AIRFLOW (ADJ.) AND THE AUXILIARY HEATINGAIRFLOW (ADJ.) UNTIL THE ZONE IS SATISFIED.

REHEATING COIL VALVE:THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND MODULATETHE REHEATING COIL VALVE OPEN ON DROPPING TEMPERATURE TO MAINTAINITS HEATING SETPOINT.

REHEATING - HIGH DISCHARGE AIR TEMPERATURE LIMIT:THE CONTROLLER SHALL MEASURE THE DISCHARGE AIR TEMPERATURE ANDLIMIT REHEATING IF THE DISCHARGE AIR TEMPERATURE IS MORE THAN 15DEGREES F (ADJ.) ABOVE THE ZONE TEMPERATURE.

DISCHARGE AIR TEMPERATURE:THE CONTROLLER SHALL MONITOR THE DISCHARGE AIR TEMPERATURE.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

• HIGH DISCHARGE AIR TEMP: IF THE DISCHARGE AIR TEMPERATURE ISGREATER THAN 120 DEGREES F (ADJ.).

• LOW DISCHARGE AIR TEMP: IF THE DISCHARGE AIR TEMPERATURE IS LESSTHAN 40 DEGREES F (ADJ.).

ENVIRONMENTAL INDEX:WHEN THE ZONE IS OCCUPIED, THE CONTROLLER WILL MONITOR THEDEVIATION OF THE ZONE TEMPERATURE FROM THE HEATING OR COOLINGSETPOINT. THE CONTROLLER WILL ALSO MONITOR THE HUMIDITY AND CARBONDIOXIDE LEVELS AND COMPARE THEM TO COMFORT CONDITIONS. THIS DATAWILL BE USED TO CALCULATE A 0 - 100 PERCENT ENVIRONMENTAL INDEX WHICHGIVES AN INDICATION OF HOW WELL THE ZONE IS MAINTAINING COMFORT. THECONTROLLER WILL ALSO CALCULATE THE PERCENTAGE OF TIME SINCEOCCUPANCY BEGAN THAT THE ENVIRONMENTAL INDEX IS 70 PERCENT ORHIGHER. OPTIONALLY, A WEIGHTING FACTOR CAN BE CONFIGURED TO ADJUSTTHE CONTRIBUTION OF THE ZONE TO THE ROLLUP AVERAGE INDEX BASEDUPON THE FLOOR AREA OF THE ZONE, IMPORTANCE OF THE ZONE, OR OTHERSTATIC CRITERIA.

EFORPDERETSI

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C A L I F OR N I AS T A T E O F

No. 030802

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I N T E R F A C E

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FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

CONTROL DIAGRAMS -MECHANICAL

M6.01

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 HEATING WATER PUMP CONTROL

NO SCALE

2 CHILLED WATER PUMP CONTROL

NO SCALE

3 VAV BOX CONTROL

Page 12: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

SP

VFD TPI

HZ

START/STOP

STATUS

SPEED

SD HSDPT

VFD TPI

T T

TWO

LOCATIONS

PER UNIT UNIT BACNET

CONTROLLER

INTEGRATE ALL

POINTS FROM BACNET

CONTROLLER TO BMS. PROVIDE ALL POINTS

INDICATED ON DIAGRAM ON BMS GRAPHICS.

(MIN. AND

ECONOMIZER)

PROVIDE ONE AT EACH OUTSIDE AIR INTAKE

ON UNIT. USE HOT WIRE ANEMOMETER

TYPE STATION FOR OUTSIDE AIR.

(PROVIDE STATION CAPABLE OF

MEASURING AIRFLOW THROUGH THE

RANGE OF FAN AIRFLOW)

(PROVIDE STATION CAPABLE OF

MEASURING AIRFLOW THROUGH THE

RANGE OF FAN AIRFLOW)

CONTROLS CONTRACTOR TO COORDINATESEQUENCES AND POINTS WITH SELECTEDEQUIPMENT AT BID TIME.

T

KWH

HZ

START/STOP

STATUS

SPEED

KWH

M

MD

EA

MD

MD

M

AO

AI

AO

AI

AOAI

AI

DO

AI

AI

AIDIAIDIAI

AO

AO

AO

AI

DI

DO

AI

AO

AI

DI

DO

AI

H

C

MODULATE

HWSHWR

SPACE PRESSURE SENSOR

(INITIAL 0.05" H2O)

C

C

CLG. COIL

HTG. COIL

BMS SYSTEM

MODULATE

SMOKE

DETECTORHIGH STATIC

DIFF.

PRESSURE

SENSOR

(1.25" INITIAL)

PRESSURE

TEMP

SENSOR

OA

RA

MODULATE

BMS SYSTEM

SF

RF

BUILDING STATICPRESSURE

AIR FLOWOUTSIDE

AFMS

EA

TEMP

SENSOR

RA TEMP

MODULATE

SATEMP

TO FIRE SYSTEM

ALARM AND UNIT

SHUT DOWN

OUTDOOR

TEMP SENSOR

(2 LOCATION PER

BLDG.)

FLOW

FLOW

AFMS

AFMS

TO BMS

SYSTEMMODULATE

(V-2)

(V-1)

OPEN/CLOSEMOTORIZED DAMPER (MD-2)

CHWR

CHWS

MODULATE THE OUTSIDE AIR DAMPERS TO MAINTAIN THE PROPER MINIMUM OUTSIDE AIR

VENTILATION, OVERRIDING NORMAL DAMPER CONTROL. ON DROPPING OUTSIDE AIRFLOW, THE

CONTROLLER SHALL MODULATE THE OUTSIDE AIR DAMPERS OPEN TO MAINTAIN THE OUTSIDE

AIRFLOW SETPOINT (OPERATOR DEFINABLE). WHERE THE STANDARD PACKAGE UNIT OUTSIDE

AIRFLOW MEASURING STATION CANNOT RECORD AIRFLOWS SCHEDULED, PROVIDE HOT WIRE

ANEMOMETER TYPE STATION.

MIXED AIR TEMPERATURE:

THE CONTROLLER SHALL MONITOR THE MIXED AIR TEMPERATURE AND USE AS REQUIRED FOR

ECONOMIZER CONTROL (IF PRESENT) OR PREHEATING CONTROL (IF PRESENT).

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH MIXED AIR TEMP: IF THE MIXED AIR TEMPERATURE IS GREATER THAN 90°F (OPERATOR

DEFINABLE).

· LOW MIXED AIR TEMP: IF THE MIXED AIR TEMPERATURE IS LESS THAN 45°F (OPERATOR

DEFINABLE).

RETURN AIR TEMPERATURE:

THE CONTROLLER SHALL MONITOR THE RETURN AIR TEMPERATURE AND USE AS

REQUIRED FOR SETPOINT CONTROL OR ECONOMIZER CONTROL (IF PRESENT).

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS GREATER THAN

90°F (OPERATOR DEFINABLE).

· LOW RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS LESS THAN 45°F (OPERATOR

DEFINABLE).

SUPPLY AIR TEMPERATURE:

THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS GREATER THAN 100°F

(OPERATOR DEFINABLE)

· LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS LESS THAN 50°F (OPERATOR

DEFINABLE).

· THE BUILDING IS IN MORNING COOL-DOWN BASED ON UNIT OPTIMAL START SEQUENCE.

· OR THE BUILDING TEMPERATURE GETS UP TO 80°F (OPERATOR DEFINABLE).

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS 5°F (OPERATOR DEFINABLE)

GREATER THAN SETPOINT.

· LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS 5°F (OPERATOR DEFINABLE)

LOWER THAN SETPOINT.

HEATING COIL VALVE (MORNING WARM-UP):

THE CONTROLLER SHALL OPEN HEATING COIL VALVE ( V-1) TO ITS MAXIMUM FLOW (AS

SCHEDULED) UNTIL SPACE TEMPERATURE IS 70°F (OPERATOR DEFINABLE), AT WHICH TIME THE

SYSTEM WILL RETURN TO OCCUPIED MODE AND HEATING COIL ( V-1) WILL BE CLOSED.

THIS HEATING SEQUENCE SHALL BE ENABLED WHENEVER:

· THE BUILDING IS IN MORNING WARM-UP BASED ON UNIT OPTIMAL START OF SEQUENCE.

· OR BUILDING TEMPERATURES GET DOWN TO 55°F (OPERATOR DEFINABLE).

· AND THE SUPPLY FAN STATUS IS ON.

· AND THE COOLING IS NOT ACTIVE.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· LOW SUPPLY AIR TEMP: IF HEATING COIL VALVE ( V-1) IS COMMANDED OPEN BUT THERE IS NO

CHANGE IN SUPPLY AIR TEMPERATURE.

ECONOMIZER:

THE CONTROLLER SHALL MEASURE THE MIXED AIR TEMPERATURE AND MODULATE THE

ECONOMIZER DAMPERS (OUTSIDE AIR, RETURN AIR, EXHAUST AIR) IN SEQUENCE TO MAINTAIN A

SETPOINT 2°F (OPERATOR DEFINABLE) LESS THAN THE SUPPLY AIR TEMPERATURE SETPOINT.

THE OUTSIDE AIR DAMPERS SHALL MAINTAIN A MINIMUM ADJUSTABLE POSITION EQUAL TO UNIT

SCHEDULED MINIMUM VENTILATION WHENEVER OCCUPIED.

THE ECONOMIZER SHALL BE ENABLED WHENEVER:

· THE OUTSIDE AIR TEMPERATURE (DRY BULB) IS LESS THAN THE RETURN AIR TEMPERATURE

(DRY BULB) BY 2°F (OPERATOR DEFINABLE).

· AND THE SUPPLY FAN STATUS IS ON.

THE ECONOMIZER SHALL CLOSE WHENEVER:

· WHEN THE OUTSIDE AIR TEMPERATURE (DRY BULB) IS HIGHER THAN 2°F (OPERATOR

DEFINABLE) LESS THAN RETURN AIR TEMPERATURE.

· OR ON LOSS OF SUPPLY FAN STATUS.

ALL DAMPERS SHALL CLOSE WHEN THE UNIT IS OFF. IF OPTIMAL START UP IS AVAILABLE THE

MIXED AIR DAMPER SHALL OPERATE AS DESCRIBED IN THE OCCUPIED MODE EXCEPT THAT

THE OUTSIDE AIR DAMPER SHALL MODULATE TO FULLY CLOSED.

MINIMUM OUTSIDE AIR VENTILATION:

WHEN IN THE OCCUPIED MODE, THE CONTROLLER SHALL MEASURE THE OUTSIDE AIRFLOW AND

HEATING COIL VALVE (PRE-HEATING):

THE CONTROLLER SHALL MEASURE THE MIXED AIR TEMPERATURE AND MODULATE THE UNIT'S

HEATING COIL VALVE (V-1) TO MAINTAIN SUPPLY AIR TEMPERATURE.

THE HEATING SHALL BE ENABLED WHENEVER:

· OUTSIDE AIR TEMPERATURE IS LESS THAN 60°F (OPERATOR DEFINABLE).

· AND THE ECONOMIZER (IF PRESENT) IS DISABLED.

· AND THE SUPPLY FAN STATUS IS ON.

THE HEATING COIL VALVE (V-1) SHALL MODULATE TO MAINTAIN SUPPLY AIR TEMPERATURE

SETPOINT 5°F (OPERATION DEFINABLE) ABOVE SUPPLY AIR TEMPERATURE SETPOINT

WHENEVER:

· ALL TERMINAL UNITS ARE IN HEATING.

SUPPLY AIR TEMPERATURE SETPOINT - OPTIMIZED:

THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE AND SHALL MAINTAIN A

SUPPLY AIR TEMPERATURE SETPOINT RESET BASED ON ZONE COOLING AND HEATING

REQUIREMENTS (TRIM AND RESPOND ALGORITHM).

THE SUPPLY AIR TEMPERATURE SETPOINT SHALL BE RESET FOR COOLING BASED ON ZONE

COOLING REQUIREMENTS AS FOLLOWS:

· THE INITIAL SUPPLY AIR TEMPERATURE SETPOINT SHALL BE 60°F (OPERATOR DEFINABLE).

· AS COOLING DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO A

MINIMUM OF 53°F (OPERATOR DEFINABLE).

· AS COOLING DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A

MAXIMUM OF 70°F (OPERATOR DEFINABLE).

· DURING MORNING COOL-DOWN PROVIDE SUPPLY AIR TEMPERATURE AT 55°F (OPERATOR

DEFINABLE) UNTIL SPACE TEMPERATURE IN ALL ZONES REACH 74°F (OPERATOR DEFINABLE).

COOLING COIL VALVE:

THE COOLING SHALL BE ENABLED WHENEVER:

· OUTSIDE AIR TEMPERATURE IS GREATER THAN 58°F (OPERATOR DEFINABLE).

· AND THE ECONOMIZER IS NOT CAPABLE OF MEETING COOLING DEMAND BY

ITSELF.

· AND THE SUPPLY FAN STATUS IS ON.

· AND THE HEATING IS NOT ACTIVE.

MORNING COOL-DOWN SEQUENCE SHALL BE ENABLED WHENEVER:

· SUPPLY FAN IN HAND: COMMAND OFF, BUT THE STATUS IS ON.

· SUPPLY FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS AN OPERATOR DEFINABLE

LIMIT.

SUPPLY AIR DUCT STATIC PRESSURE CONTROL:

THE CONTROLLER SHALL MEASURE DUCT STATIC PRESSURE AND MODULATE THE SUPPLY FAN

VFD SPEED TO MAINTAIN A DUCT STATIC PRESSURE SETPOINT. THE SPEED SHALL NOT DROP

BELOW 10% (OPERATOR DEFINABLE). THE STATIC PRESSURE SETPOINT SHALL BE RESET BASED

ON ZONE COOLING REQUIREMENTS. (TRIM AND RESPOND ALGORITHM)

· THE INITIAL DUCT STATIC PRESSURE SETPOINT SHALL BE 1.5IN H2O (OPERATOR DEFINABLE).

· AS COOLING DEMAND INCREASES, THE SETPOINT SHALL INCREMENTALLY RESET UP TO A

MAXIMUM OF 1.5 IN H2O (OPERATOR DEFINABLE).

· AS COOLING DEMAND DECREASES, THE SETPOINT SHALL INCREMENTALLY RESET DOWN TO

A MINIMUM OF 1.0IN H2O (OPERATOR DEFINABLE).

ALARM SHALL BE PROVIDED AS FOLLOWS:

· HIGH SUPPLY AIR STATIC PRESSURE: IF THE SUPPLY AIR STATIC PRESSURE IS 25%

(OPERATOR DEFINABLE) GREATER THAN SETPOINT.

· LOW SUPPLY AIR STATIC PRESSURE: IF THE SUPPLY AIR STATIC PRESSURE IS 25%

(OPERATOR DEFINABLE) LESS THAN SETPOINT.

· SUPPLY FAN VFD FAULT.

RETURN FAN:

THE RETURN FAN SHALL RUN WHENEVER THE SUPPLY FAN RUNS.

ALARM SHALL BE PROVIDED AS FOLLOWS:

· RETURN FAN FAILURE: COMMAND ON, BUT THE STATUS IS OFF.

· RETURN FAN IN HAND: COMMAND OFF, BUT THE STATUS IS ON.

· RETURN FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER DEFINABLE LIMIT

(OPERATOR DEFINABLE).

· RETURN FAN VFD FAULT.

BUILDING STATIC PRESSURE CONTROL:

THE CONTROLLER SHALL MEASURE BUILDING STATIC PRESSURE AND MODULATE THE RETURN

FAN VFD SPEED TO MAINTAIN A BUILDING STATIC PRESSURE SETPOINT OF 0.05IN H2O

(OPERATOR DEFINABLE). THE RETURN FAN VFD SPEED SHALL NOT DROP BELOW 10%

(OPERATOR DEFINABLE).

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· HIGH BUILDING STATIC PRESSURE: IF THE BUILDING AIR STATIC PRESSURE IN 25%

(OPERATOR DEFINABLE) GREATER THAN SETPOINT.

· LOW BUILDING STATIC PRESSURE: IF THE BUILDING AIR STATIC PRESSURE IS 25%

(OPERATOR DEFINABLE) LESS THAN SETPOINT.

VARIABLE AIR VOLUME - AHU

RUN CONDITIONS - SCHEDULED:

THE UNIT SHALL RUN BASED UPON AN OPERATOR ADJUSTABLE SCHEDULE.

HIGH STATIC SHUTDOWN:

THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A HIGH STATIC

SHUTDOWN SIGNAL.

SUPPLY AIR SMOKE DETECTION:

THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A SUPPLY AIR SMOKE

DETECTOR STATUS.

UNIT OPTIMAL START:

THE UNIT SHALL START PRIOR TO SCHEDULED OCCUPANCY BASED ON THE TIME NECESSARY

FOR THE ZONES TO REACH THEIR OCCUPIED SETPOINTS. THE START TIME SHALL

AUTOMATICALLY ADJUST BASED ON CHANGES IN OUTSIDE AIR TEMPERATURE AND ZONE

TEMPERATURES. "ADAPTIVE OPTIMAL START"

SCHEDULE TITLE 24 PRE-OCCUPANCY PURGE AND VENTILATION FOR 1-HOUR PRIORTO OCCUPANCYAT 0.15 CFM PER SQUARE FOOT.UPON COMPLETION OF TITLE 24 PRE-OCCUPANCY PURGE AND VENTILATION, CLOSE OA

DAMPERS (100%), OPEN RA DAMPER (100%), AND CLOSE EXHAUST DAMPER (100%), THEN START

MORNING WARM-UP/COOL-DOWN. PROVIDE ECONOMIZER CONTROL FOR MORNING COOL-DOWN

PER ECONOMIZER SEQUENCE. PROVIDE MORNING WARM-UP HEATING PER HEATING COIL

SEQUENCE.

DEMAND LIMITING - SETPOINT ADJUST:

· THE SUPPLY AIR TEMPERATURE SETPOINT SHALL RELAX BY 2°F (OPERATOR DEFINABLE) FOR

EACH DEMAND THRESHOLD EXCEEDED.

· THE SETPOINTS IN THE ZONES SUPPLIED BY THIS UNIT SHALL BE RELAXED AS SPECIFIED IN

THE SEQUENCE OF OPERATIONS FOR THE ZONES. THIS SHALL IN TURN RELAX THE UNIT'S

SUPPLY AIR TEMPERATURE SETPOINT BY A USER DEFINABLE AMOUNT.

ALL SETPOINTS SHALL AUTOMATICALLY RETURN TO THEIR PREVIOUS SETTINGS WHEN THE

FACILITY POWER CONSUMPTION DROPS BELOW THE THRESHOLDS.

SUPPLY FAN:

THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN

ON SAFETIES. TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL HAVE AN OPERATOR

DEFINABLE MINIMUM RUNTIME.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

· SUPPLY FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

THE CONTROLLER SHALL MEASURE THE SUPPLY AIR TEMPERATURE AND MODULATE CHILLED

WATER VALVE (V-2) TO MAINTAIN ITS COOLING SETPOINT.

UNOCCUPIED MODE T-1 : SET TO TITLE 24 SET-BACK TEMPERATURE; VALVES CLOSED.

ALL MOTORIZED CONTROL DAMPERS CLOSED. ALL FIRE SMOKE

DAMPERS CLOSED. ALL FIRE SMOKE DAMPERS CLOSED. PROVIDE

WIRE HIGH STATIC

TO VFD ENABLE

DO/DI TO ALL DAMPERS.

TEMP

SENSOR

MATTEMP

ALARM

SEQUENCE OF OPERATION:

CTDI

DO

STATUS

M/S

EXHAUST

EXHAUST FAN

START / STOP

SEQUENCE OF OPERATION:

EXHAUST FAN - ON/OFF

RUN CONDITIONS - SCHEDULETHE FAN SHALL RUN ACCORDING TO A USER DEFINABLE SCHEDULE.

FAN STATUS :THE CONTROLLER SHALL MONITOR THE FAN STATUS.

ALARMS SHALL BE PROVIDED AS FOLLOWS:

FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.

FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.

FIRE / SMOKE DAMPERS:

OPEN ALL FIRE SMOKE DAMPERS RELATED TO FAN WHEN FAN IS COMMANDED TO RUN.

*

*

SHUT ALL FIRE SMOKE DAMPERS RELATED TO FAN WHEN FAN IS COMMANDED TO BESHUT-DOWN.

T

SEQUENCE OF OPERATION:THE SPLIT SYSTEM A/C UNITS SHALL BE CAPABLE OF RUNNING 24/7 FOR COOLING OF PROCESS LOADS. THE A/C UNITSAND THIER ASSOCIATEDCONDENSERS WILL BE CONTROLLED THROUGH THE MANUFACTURER PROVIDED INTERNAL MICROPROCESSORCONTROLLER. THE CONTROLLERSHALL INTERFACE TO THE BMS SYSTEM THROUGH AN OPEN PROTOCOL INTERFACE. THE BAS VENDOR TO PROVIDETHE TEMPERATURE SENSORS TOALLOW CONTROL AND MONITORING THROUGH THE BAS.

D

X

SETPOINT ADJ

ROOM TEMP

TPI

AI

DO

AI

AOSTATUS

START/STOP EVAPORATOR UNIT

CONDENSING UNIT

TEMPERATURE SENSOR

BMS

(INITIAL 74°F COOLING ONLY)

CT

DI

0 TO 10mASIGNAL FROM

BMS

CT

DI

CT

DI

AO

STATUS

CIRCULATION FAN(CF-1)TYP OF 6

SEQUENCE OF OPERATION:

OCCUPIED:

DURING OCCUPIED PERIODS AND HVAC "ON" STATUS DURING SETBACK, WARM-UP,

COOL-DOWN SEQUENCES, THE FAN WILL RUN CONTINUOUSLY, IN PARALLEL, TO

PROVIDE 100-150 FT/MIN AIR VELOCITY AT 48" A.F.F. AIR BALANCER TO

COORDINATE WITH CONTROLS CONTRACTOR TO ACHIEVE DESIRED AIR VELOCITY AT

FLOOR LEVEL.

HOLIDAY SCHEDULE:

DURING HOLIDAY SCHEDULES, UNITS TO BE COMMANDED OFF.

UNOCCUPIED:

DURING UNOCCUPIED PERIODS THE FAN WILL RUN CONTINUOUSLY, IN PARALLEL, TO

PROVIDE 50 FT/MIN AIR VELOCITY AT 48" A.F.F. AIR BALANCER TO COORDINATE

WITH CONTROLS CONTRACTOR TO ACHIEVE DESIRED AIR VELOCITY AT FLOOR LEVEL.

ALARM:

SEND ALARM TO BMS IF FANS ARE COMMANDED ON BUT STATUS SHOWS UNITS

OFF.

CONTROL WIRING

STATUS

STATUS

ECM MOTOR CONTROLLER- TYP

DAISY CHAIN WIRING TOEACH CF UNIT

EFORPDERETSI

GE R

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LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

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E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

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B

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

CONTROL DIAGRAMS -MECHANICAL

M6.02

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

2 TOILET EXHAUST FAN CONTROL

NO SCALE

1 AIR HANDLING UNIT SYSTEM CONTROL DIAGRAM (AHU-1)

NO SCALE

4 SPLIT SYSTEM CONTROL DIAGRAMNO SCALE

3 CIRCULATING FAN CONTROL DIAGRAM

Page 13: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

1'-1

EMBEDMENTS

QUIK BOLT 3-1/4"

4-5/8" HILTI

SHAFT WALL

45°

4"

1'-8

3"X3"X1/4"L

FRAME (TYP.)

C

WELDED (TYP.)

L

6" STEAM LINE W/

RISER CLAMP

B-LINE #B3373-6

6" LINE @ 1'-1 O.C.

3" LINE @ 11" O.C.

RISER CLAMP

FRAME (TYP.)

3"X3"X1/4"L

WELDED (ONLY AT

ANCHORS, TYP.)

(TYPICAL)

B-LINE #B3373

PIPE SIZE

(IN)

UP TO 1"

1-1/2"

2 TO 2-1/2"

3"

3-1/2"

4

5

6

8

10

12

MAX SUPPORT

SPAN (FT)

7

9

10

12

13

14

16

17

19

22

23

MIN. ROD

SIZE (IN)

3/8"

3/8"

3/8"

1/2"

1/2"

5/8"

5/8"

3/4"

7/8"

7/8"

7/8"

ATTACH TO STRUCTURE

WITH SUPERSTRUT

ACCESSORIES AS

REQUIRED

SPRING ISOLATORS

(WHERE CALLED FOR)

ALL THREADED ROD

(SEE SCHEDULE)

LOCK & LOCKNUT (TYP)

PIPE HANGER

120,26 GA. SHT.

METAL SADDLESUPERSTRUT

C-711

SUPERSTRUT

C-710

LO

WE

R

AT

TA

CH

ME

NT

I

SU

PP

OR

T O

R

ISO

LA

TO

R

UP

PE

R

AT

TA

CH

ME

NT

C

F

H G

A

D

B

E

NOTES:

TY

PE

DE

CK

1. PIPE HANGERS SHOWN ARE TYPICAL OTHER

ATTACHMENTS. COMPONENTS MAY BE REQUIRED TO MEET

EXACT CONDITIONS.

2. COMPONENTS MAY BE INTERCHANGED AS REQUIRED TO

MEET JOB CONDITIONS AND REQUIREMENTS.

3. SIZE ALL COMPONENTS TO SUPPORT THE LOAD CARRIED

PLUS A SURCHARGE OF 50%. (OSHPD ONLY)

4. SEISMIC BRACING IS NOT SHOWN. PROVIDE AS REQUIRED.

COMPONENTS:

A. DRILLED IN-PLACE CONCRETE EXPANSIONANCHOR.REFER TO STRUCTURAL SHEET S1.02 FOR MORE INFO.

B. I-BEAM CLAMP (C-755-H). USE FOR ATTACHMENT TO

WIDE-FLANGE BEAMS.

C. BEAM CLAMP (U-569) WITH SAFETY ROD. USE

FOR ATTACHMENT TO WIDE-FLANGE BEAMS.

D. 1/2 DIA. CONTINUOUS THREAD HANGER ROD

(H-104).

E. DOUBLE-DEFLECTION NEOPRENE PAD HANGER

(MASON HD).

F. DOUBLE-DEFLECTION SPRING HANGER (MASON

PC30N).

G. J-TYPE PIPE HANGER (C-711). USE FOR BARE OR

INSULATED PIPE.

H. ADJUSTABLE RING TYPE HANGER (CT-727). USE

FOR BARE COPPER TUBING.

I. CLEVIS-TYPE HANGER (C-710). USE FOR BARE

OR INSULATED PIPE OR TUBING.

R=1.5*D

90° OR 45° ELBOW

90° TAKE-OFF

SIZE TRANSITION

90° CONICAL TAKE-OFF

15° MAX

DUCT DOWN

45° TAKE-OFF

D

(SD)

DUCT DOWN

SIZE TRANSITION

15° MAX

B

A

(SD)

90° OR 45° RADIUS ELBOW

90° MITER ELBOW

R=1.5*D

W

A

2W

W

W

SINGLE-LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS

NOTES

1.

NOTES

SIZE A&B DIMENSIONS IN PROPORTION TO AIR QUANTITIES IN EACH LEG SPLIT

SINGLE-LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS

2.

1.

RADIUS SPLITTER TAKE-OFF

90° SPLITTER TAKE-OFF

RADIUS TAKE-OFF

ANGLE TAKE-OFF

RECTANGULAR DUCT ROUND DUCT

ASPECT RATIOS NOT TO EXCEED 4.03.

PROVIDE ACCESS PANELS AT EVERY 50'-0" OF STRAIGHT DUCT ANDUPSTREAM OF EACH ELBOW

4.

PROVIDE ACCESS PANELS AT EVERY 50'-0" OF STRAIGHT DUCTAND UPSTREAM OF EACH ELBOW

2.

MITERED ELBOWS NOT ALLOWED UNLESS ABSOLUTELY NECESSARY.5.

TURNING VANES NO ALLOWED ON RETURN OR EXHAUST DUCTWORK.6.

AIR EXTRACTORS NOT ALLOWED.7.

B

1 1/2 d

1. ALL BRANCH TAKE-OFFS SHALL HAVE A LOW LOSS FITTING WHETHER SHOWN ON THE FLOOR PLAN ORNOT.

NOTE:

d

RECTANGULAR TO ROUNDLOW - LOSS FITTING

ATTACH WITH SHEET METALSCREWS & SEAL WITH MEDIUMPRESSURE DUCT SEALER

RECTANGULAR TO RECTANGULARLOW - LOSS FITTING

H

1 1/2 W

HANGER STRAP SECURETO STRUCTURE AS REQ'DLOCATE WITHIN 2 FT. OFDIFFUSER CENTERLINE.

FOR SMOOTH AIR FLOW

SUPPORT FLEX DUCT

CONNECTION, PROPERLY

PROVIDE SMOOTH RADIUS

SUSPENDED

CEILING

TO DIFFUSER

SCREW TO T-BAR

SIDES OF DIFFUSER

CLIPS ON OPPOSITE

PROVIDE 2 ANGLE

PLAN FOR SIZE

FLEX DUCT, SEE

CEILING DIFFUSER

LAY-IN T-BAR

PERFORATED FACE

NOT ACCEPTABLE

SHARP RADIUS

1.5x RADIUS

OR REGISTER

CEILING DIFFUSER

SHEET METAL DUCT

PROVIDE ADAPTER FORSQUARE TO ROUNDTRANSITIONS

DIRECTLY AFTER1.5 DUCT DIAMETERELBOW

FLEXIBLE DUCTWORK WILL BE NO LESS THAN 2'-0" ANDNO LONGER THAN 5'-0", PER SPEC SECTION 23 31 00 3.05.

NOTE

1.

1 1

/2W

,

18"

MA

X.

AIR

FLOW

W

FLOW

AIR

AIR

FLOWW

BALANCING DAMPER - TYPICAL

RADIUS ELBOW (1.5 x RADIUS)

MINIMUM OF 1 DUCT DIAMETERFROM FITTING - TYPICAL

ROUND DUCTAIR

FLOW

AIR

FLO

W

90° TEE

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C A L I F OR N I AS T A T E O F

No. 030802

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OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

DETAILS - MECHANICAL

M7.01

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 PIPE RISER SUPPORT DETAIL

NO SCALE

2 SINGLE PIPE SUPPORT DETAIL

NO SCALE

4 PIPE HANGING DETAILS

NO SCALE

5 DUCT FITTINGS DETAIL

NO SCALE

6 LOW LOSS BRANCH DUCT CONNECTION

NO SCALE

7 CEILING DIFFUSER AND REGISTER CONNECTION

NO SCALE

8 HORIZONTAL - VERTICAL DUCT SPLIT

NO SCALE

3 LOW LOSS FITTING ROUND TO ROUND

Page 14: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

GAS3

SELF-AHERING VINYL PIPE MARKERWITH DIRECTIONAL FLOW ARROWS

VALVE

BRASS TAGATTACHEDWITH CHAIN

EQUIPMENT

EF-1

ENGRAVED PLASTICLABEL ATTACHED WITHRIVETS AND ADHESIVE

EXHAUST AIR

COMPRESSED AIR

CHILLED WATER

PIPING (COMPLY WITH ANSI A13.1

DUCT

PIPING (COMPLY WITH ANSI A13.1

1. COORDINATE ALL TAGGING AND NAMING CONVENTIONS WITH FACILITY MAINTENANCEPERSONNEL.

2. FOR SMALLER EQUIPMENT CONTROL VALVES AND SHUT-OFF VALVES PROVIDE BRASSTAGS INDICATING THEIR FUNCTION AND THE NORMALLY OPEN AND CLOSED POSITIONS.

3. TAG BALANCING VALVES AND MAJOR DAMPERS WITH WALANCED GPM OR CFM.4. PROVIDE VALVE TAG CHART PER KAISER DIVISION 23 STANDARDS.

W12x14 PURLIN, 6'-3"O.C.

*C-769 SID BEAM

CLAMP

*1/2" H-104

HANGER ROD

*H-119

COUPLER

*E-145

HEX NUT

*A-1202

STRUT

*B-241 SQUARE

WASHER

*E-145

HEX NUT

*PIPE CLAMP (TYP)

C-715 FOR PIPE

C-716 FOR TUBE

* REFERS TO SUPERSTRUT PART NUMBER.

(BY OTHERS)

BIRDSCREEN1/4"x1/4" MESH

DUCT SIZE AS NOTED ON PLANSTRANSITION SIZE AS REQUIRED.SIZE AS REQUIRED.

LAG BOLTS1 ON EACH SIDE

COUNTERFLASHING

CURB

FLASHING

ROOFING

ROOF DECK

CANT STRIP

BACKDRAFT DAMPER

NOTE:COORDINATE SIZE AND LOCATION OF ROOF PENETRATION WITH GENERAL CONTRACTOR.COORDINATE ALL ROOFING AND CURB INSTALLATION WITH GENERAL CONTRACTOR.

(4) 3/8" DIA COUNTERSUNK THREADED RODS CONNECTINGCURB TO STEEL ANGLE (SHOWN IN 10/S5.11 OR STEELCHANNEL (SHOWN IN 11/S5.11). EXTEND CURBS ASNECESSARY TO REACH STEEL MEMBERS BELOW. SHIM ATRODS & NUTS AS NECESSARY AT CHANNELS.

1/2" THREADED ROD

SPRING ISOLATOR

(MIN OF 4 PER UNIT)

ATTACH TO STRUCTURESEE DETAIL 2/M7.02

AIR

DUCT TRANSITION

ROUND DUCT

FLEX CONNECTION

PROVIDE STRUCTURAL SUPPORT &

BRACING AS PER LATEST SMACNA

SEISMIC BRACING CRITERIA.

PROVIDE SEISMIC BRACING AT ALL FAN COILS. SEE

SPECIFICATIONS.FOR SEISMIC DESIGN CRITERIA.

48" MINIMUM

FLOW

FILTER SECTION W/

SIDE ACCESS HOUSING

COIL SECTION

4'-0"MIN. OF LINED DUCT

FLEX CONNECTION

FAN COIL UNIT

NOTE:

1.

ATTACHMENT TOSTRUCTURE ABOVEPER 6/M7.03

CABLE ANDATTACHMENT TOSTRUCTURE ABOVEPER 6/M7.03

SEE MIN. STRAIGHT

GUIDELINES FOR SEISMIC RESTRAINTS

ABOVE PER ISAT OR SMACNA STANDARDS AND

HANGER SUPPORTS SECURED TO STRUCTURE

CONTRACTOR)

(BY CONTROLS

NOTES:

INLET

CONTROL BOX

REHEAT COIL SECTION

5"±

CONNECTION, TYP

SLIP AND DRIVE CLEAT

TRANSITION FITTING,MAX. 15°, WHEREREQUIRED

BRANCH DUCT,

SEE NOTE 1

DISCHARGE LINEDPLENUM, SEE NOTE 2

TRANSVERSE ANDLONGITUDINAL SEISMICBRACING (EACH SIDE)

MAX 200 LBS

SEE 1/M7.04 FORATTACHMENTTO STRUCTURE

DUCT DIA

8

14-16

12

10

6

(IN)

MIN STRAIGHT RUN

32

60

48

40

24

(IN)

3'-0" MINIMUM

FIRST BRANCH DUCT

MEDIUM

PRESSURE

DUCT

TERMINAL UNIT .RUN REQM'T. NOTE 3

.

1.

2.

3.

BRANCH DUCT SIZE TO MATCH UNIT INLET CONNECTION. FOR BRANCH DUCTSOVER FIVE FEET IN LENGTH, INCREASE BRANCH DUCT ONE SIZE AND PROVIDETRANSITION IMMEDIATELY UPSTREAM OF MINIMUM STRAIGHT DUCT RUN.

MINIMUM 5'-0" LONG LINED PLENUM EQUAL TO TERMINAL BOX OUTLET SIZE.

MINIMUM STRAIGHT DUCT RUN:

4. FIRST BRANCH DUCT DOWNSTREAM OF TERMINAL MUST BE A MINIMUM OF 3FEET DOWNSTEAM OF TERMINAL UNIT.

1" X 16Ga. HANGER

STRAP, (TYP.)

1" X 16Ga. HANGER

MAX

30"

COLLAR AROUND

SPLIT RING

1-1/8" X 12Ga.

DUCT

NUT & LOCKNUT

STRAP. (TYPICAL)

3/8" DIA. ROD OR

ROUND DUCT HANGER

HANGER MATERIAL SUPPORTING FLEXIBLE DUCT SHALL IN NO CASE BELESS THAN 1 1/2 INCHES WIDE. FLEXIBLE DUCT SHALL BE SUPPORTEDPER MANUFACTURER'S RECOMMENDED MATERIALS, BUT AT NO GREATERDISTANCE THAN 4 FEET MAX. PERMISSIBLE SAG IS MAX. 1/2 INCHESPER FOOT OF SPACING BETWEEN SUPPORTS.

ANGLE TOP

& BOTTOM

2" X 2" X 1/8"

RECTANGULAR DUCT HANGER

(TYPICAL)

ANGLE (TYP.)

TRIM AT 45°

SCREWS

SHEET METAL

60"

MAX

3/8" DIA. ROD,OR 1" X 16Ga.HANGER STRAP,(TYP.)

DUCT (TYP.)

STRAP OVER

1" X 18Ga.

AND OVER

61"

1/2" DIA. ROD.

(TYPICAL)

REFER TO SPECIFICATIONS FOR HANGER SPACINGS.

ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE INACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHTLIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BESUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.

PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINESAND THE LATEST EDITION OF CALIFORNIA BUILDING CODE.CONTRACTOR SHALL INDICATE LOCATIONS OF SEISMIC BRACING ON THESHOP DRAWING SUBMITTALS.

STAR WASHER (TYP.)

1/4" BOLT, NUT &

NOTES:

2.

1.

4.

3.

3/8" BOLT, NUT &

STAR WASHER

THESE TWO HANGERS SHALL BE USED ON DUCTS25" & LARGER ( MAY BE USED ON SMALLER DUCTS).

THIS HANGER ISFOR DUCTS 24"DIA. & SMALLER

1" X 16Ga.CONTINUOUSCOLLAR DRAWNTIGHT AROUNDDUCT

1" X 16Ga.HANGERSTRAP

EACH STRAPADJACENT TO ONEANOTHER ATHANGER LOCATION.(TYPICAL)

SWAYBRACING, ONEEACH SIDE.SIZE &SPACING PERNOTE 3.TYPICAL

SWAYBRACING, ONEEACH SIDE.SIZE &SPACING PERNOTE 3.TYPICAL

SWAY BRACING,ONE EACH SIDE.SIZE & SPACINGPER NOTE 3.TYPICAL

SWAYBRACING, ONEEACH SIDE.SIZE &SPACING PERNOTE 3.TYPICAL

SWAYBRACING, ONEEACH SIDE.SIZE &SPACING PERNOTE 3.TYPICAL

A COPY OF SMACNA GUIDELINES SHOULD BE KEEP ON SITE.5.

BRACING ORIENTATION

SHAFT WALL

DUCTWORK. USE MINIMUM 1-1/2"x1-1/2"x3/16" ANGLES OR CHANNEL SECTION.

2. SIZE SUPPORT ANGLE AND DUCT CLAMPS AS REQUIRED TO SUPPORT WEIGHT OF

1. SUPPORT AT EACH FLOOR.

INTERNAL INSULATION WHERE SHOWN

NOTES:

LOCK WASHER

1/2" BOLT, NUT,

FLOOR SLAB

SUPPORT STEEL FORBOTH SIDES OF DUCT

(TYPICAL)

SHAFT WALL

CONCRETE

OF DUCT WELD ALL CORNERS

SUPPORT ANGLE FULL WIDTH

W/#10 SHEET METAL SCREW

6" ON CENTER ALL AROUND

SCREW ANGLE TO DUCT

RECTANGULAR DUCT

3" MIN.

AT FLOOR: 3/8" DIA.EXPANSION ANCHORWITH 2" EMBEDMENT PERSHEET S1.02, TYP. DO NOTCUT (E) REBAR.CONTRACTOR TOCOORDINATE ANCHORSWITH EMBEDDED ITEMS.

AT ROOF: 1/2" DIA.MACHINE BOLT IN FLANGEOF WIDE FLANGE BEAMWITH 1" EDGE DISTANCEMIN.MINIMUM 2 PER SIDE,MAXIMUM 12" ON CENTER

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

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B

A

B

A

J

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D

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6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

DETAILS - MECHANICAL

M7.02

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 IDENTIFICATIONS

NO SCALE

2 TRAPEZE HANGER

NO SCALE

3 ROOF EXHAUST FAN

NO SCALE

4FAN COIL MOUNTING DETAIL(FC-1 - FC-4)

NO SCALE

5 TYPICAL TERMINAL UNIT DUCTING (VAV OR CAV)

NO SCALE

7 DUCT SUPPORT DETAIL

NO SCALE

6 DUCT RISER SUPPORT DETAIL

Page 15: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

6"MIN.

4"MIN.

PACK BOX WITH

CAULK AND SEAL

SPACE AROUND PIPE

APPLY MASTIC BEFORESLIDING CLIP ONTO

DUCT & FLASHING

26 GA. FLASHING

HOT MOP INTO ROOF

22 GAUGE TOP COVER

APPLY MASTIC BEFORE

SHEET METAL SCREWS

2" DEEP CLIP

SEAL WITH MASTIC

REFRIGERANT PIPINGWITH INSULATION

1. PAINT ALL EXPOSED SHEET METAL PARTS

FIBERGLASS

WITH WEATHER RESISITANT PAINT.

2"

CUT HOLE THRU ROOF

NOTE:

8" MIN.

1-5/8" UNISTRUT

"PIPE SHIELD" PIPE

SUPPORT & CLAMP

1/2" THRU BOLTS AT EACH END

COUNTERSINK HEADS

6"x 6"x 16 GA. PLATE

1/2" LOCKWASHER & DBL NUT

4" MIN.

1"

4"

HEIGHT AS REQUIRED TO ACIEVE

FLASHING AND WATER PROOFING

PRESSURE TREATED

WOOD SLEEPER

6x8 PRESS. TREATED

MIN. 6'-0" LONG

1/2" LAG SCREW W/

4" MIN.

PENETRATION

INTO SLEEPER

PROVIDE 2X FURRING AS

NECESSARY FOR LEVEL

INSTALLATION

SEE ARCHITECTURAL

DRAWINGS FOR

FLASHING DETAILS

SHEET METALFLASHING. SEE ARCHDWGS.

ROOFING, SEE ARCHDWGS

NOTE: PROVIDE CRICKET ON UP SLOPE SIDE WHEN SLEEPERSARE PERPENDICULAR TO ROOF SLOPE. SEE ARCH DWGS FORFLASHING AND WATERPROOFING DETAILS AND REQUIREMENTS

@ CONCRETE OVER METAL DECK:4-1/4"Ø EXPANSION ANCHOR (2" EMBED)@ BARE METAL DECK: 4-#12 SHEETMETAL SCREWS

NOTE:

1. FOR DRAIN CONNECTION, REFER TO PLUMBING DRAWINGS.

HOOK

FAN COIL UNITUNIT OUTLINE

MOUNTINGBRACKET

REAR VIEW

SIDE VIEW

MOUNTING BRACKET PROVIDEDBY UNIT MANUFACTURER

SUPPORT ANGLE IN UNITPROVIDED BYMANUFACTURER

SECURE MOUNTINGBRACKET TOFRAMING OR BACKBOARD

KNOCKOUT FOR LEFT SIDEREFRIGERANT, DRAIN, POWERAND SIGNAL LINES.

LOCKING NUTS, WASHERS, OR BEAM CLAMP

UNISTRUT OR STRUCTURAL MEMBER

SEISMIC LEASH

SECURE POWER CORD 60LB MINIMUM STEE HOOK WITH LATCH,BRIDAL RING, OR CARABINER

120V RECEPTACLE

NOTES:A. MAINTAIN A MINIMUM 12" CLEARANCE FROM THE INLET OF FAN.B. MAINTAIN AN UNOBSTRUCTED AIR-FLOW PATH TO THE FLOOR.C. DO NOT MOUNT DIRECTLY IN FRONT OF ANY HEAT VENTS OR

NEAR ANY HIGH HEAT SOURCE.

SWIVEL

AIR PEAR THERMAL EQUALIZER

NOTE:

8" HEIGHT CURB

2x BLOCKING/FRAMING

CURB.

BIRD SCREEN

ROOFING

CANT STRIP.

AIR RELIEF VENT HOOD6x6MM (1/4"x1/4")

MESH.

DUCT SIZE AS

COORDINATE SIZE AND LOCATION OF ROOF PENETRATION

AND CURB INSTALLATION WITH GENERAL CONTRACTOR.

SEE ROOF PLAN FOR LOCATION

MAX. 20X20ROOF OPENING

1-1/2"WOOD NAILER@ 8" X 4 PER SIDE(TYPICAL)

REFER TO ARCHDWG FOR FLASHING

COUNTER-SINK1/4" DIA LAG SCREWX 2 PER SIDE (TYPICAL)

M

MOTORIZED DAMPER

(4) 3/8" DIA COUNTERSUNKTHREADED RODS CONNECTINGCURB TO STEEL ANGLE (SHOWN IN10/S5.11 OR STEEL CHANNEL(SHOWN IN 11/S5.11). EXTENDCURBS AS NECESSARY TO REACHSTEEL MEMBERS BELOW. SHIM ATRODS & NUTS AS NECESSARY ATCHANNELS.

TOP VIEW SECTION

LONGITUDINAL BRACING

VERIFY ALL LIMITING DIMENSIONS5/16" FILLET WELD ALLAROUND AND BOTH SIDESTYP FOR TOP, MIDDLE ANDBOTTOM ANGLE

ATTACH DUCT TO ANGLEWITH (6) #10 GALVANIZEDS.M. SCREWS

SEE SECTION

(TYP)

LEVELING GROUT

DUCT

SEAL DUCT PENETRATIONS

PATCH CONCRETE TOPPING

AS REQUIRED PER ARCH.

STEEL PIPE (TYP)

2-1/2"Ø DIA GALVANIZED

1/4(TYP)

CROSS BREAK DUCT

TO SHED WATER

1/4(TYP)

WATERTIGHT WITH MASTIC

2-1/2"X2-1/2"X1/4"

GALVANIZED ANGLE (TYP)

SEALANT

ON ANY SUBSTITUTIONS OF DUCT SUPPORT.

CONTRACTOR SHALL SUBMIT SHOP DRAWING

COLD GALVANIZE ALL WELDED JOINTS.

GALVANIZED AFTER FABRICATION.

COMPLETE SUPPORT ASSEMBLY SHALL BE HOT

PENETRATION AND WHERE SHOWN ON DRAWINGS.

ALL OFFSETS, CHANGES IN DIRECTION, PRIOR TO ROOF

SUPPORT SPACING ON ROOF AT 6'-0" O.C. MAX, AT

2.

4.

3.1.

NOTES:

18"MINCLR

8"x 8"x 3/8" P

1/4

1 1/4"(TYP)

S.A.D FOR LWC FILLREQUIREMENTS 1/4

6"(TYP.)

4"X4"X3/8"GALVANIXEDPLATE (TYP.)

12"MAX

1/2"Ø

MACHINE

BOLT

1/4(TYP)

(TYP)1/4

LWC FILL

FOR ATTACHMENT

TO ROOF, SEE DETAIL

2-1/2"X2-1/2"X1/4"

DUCT WITH

6'-0" O.C. MAX

(4) 3/8"∅ EXP.ANCHORS & 2-1/2"MIN. EMBEDMENT

2-1/2"X2-1/2"X1/4" ANGLESUPPORT (TYPICAL)

SEE ARCH DET. FOR FLASHING REQUIREMENTS.5.

6. COORDINATE THE BOTTOM OF DUCT SUPPORT ATCROSSOVERS WITH HYDRONIC PIPING.

ACOUSTICAL LINER

A

60" MAX

A

A

B

MECH EQUIP LEG OR SUPPORT

MASON TYPE "W" NEOPRENE

WAFFLE PAD,SIZE BASED ON

60#/SQ.IN. LOADING

CONCRETE CURB, SEESTRUCTURAL DRAWINGS

ROOFING/FLASHING, SEEARCH DRAWINGS

5" MIN

5/8" DIAMETER SS-304 KBTZEXPANSION ANCHORS X 4" EMBED.SEE STRUCTURAL DRAWINGS FORTESTING REQUIREMENTS.

CONCRETE FILL OVERSTEEL DECK, SEESTRUCTURAL

AHU-1 PLAN VIEW - ANCHORAGE SCHEMATIC

(8) ANCHORS X 2-SIDES, (16) TOTAL

HEM

8"

MIN

.

24 GA.GALV.FLASHING

ROOFING

(4) 3/8" DIA X 3" LONGLAG SCREWSTO SLEEPER MASTIC INHOLES & ATFLASHINGPENETRATION.

6x LEVEL FIRERETARDANT WOODSLEEPER.

STEEL TEE

ROOF

WIDE FLANGE BEAM

1/2'' DIAMTHREADED ROD

STEEL TEE

ROOF DECK

WIDE BEAMFLANGE

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

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B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

DETAILS - MECHANICAL

M7.03

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 WALL MOUNTED DUCTLESS SPLIT SYSTEM MOUNTING DETAIL

NO SCALE

3 CIRCULATION FAN MOUNTING DETAIL

NO SCALE

4 ROOF JACK PIPING PENETRATION DETAIL

NO SCALE

5 INTAKE AND RELIEF VENT DETAILNO SCALE

6 PIPE SUPPORT ON ROOF DETAIL

NO SCALE

7 DUCT SUPPORT ON ROOF DETAIL

NO SCALE

8 AIR HANDLER MOUNTING DETAIL (AHU-1 - AHU-3)

NO SCALE

2 CONDENSING UNIT MOUNTING DETAIL

Page 16: GENERAL SEISMIC BRACING GENERAL MECHANICAL NOTES Mechanical.pdf · 3. opa-0125 nusig seismic support devices. g. seismic bracing points shall be submitted on contractor's coordinated

1" MIN.

3" TYP.

1" MIN.

1" MIN.

1" MIN.

5a STRAP HANGER

AT DECK PERPENDICULAR CONDITION

5b STRAP HANGER

AT DECK PARALLEL CONDITION

BARE METAL

DECK @ ROOF

2-#12 SMS

PER FLUTE

2-#10 SMS

UNISTRUT P1000

1"x16 GAUGE STRAP HANGER

BARE METAL

DECK @ ROOF

4-#12 SMS

UNISTRUT P1000

METAL DECK

W/ CONC. FILL

3/8"Ø HILTI KB-TZW/ 3" EMBED, TYP.

2-#10 SMS

UNISTRUT P1000

5c STRAP HANGER

AT DECK PERPENDICULAR CONDITION

METAL DECK

W/ CONC. FILL

2-3/8"Ø HILTI KB-TZW/ 3" EMBED, TYP.

2-#10 SMS

UNISTRUT P1000

5d STRAP HANGER

AT DECK PARALLEL CONDITION

1"x16 GAUGE STRAP HANGER

1"x16 GAUGE STRAP HANGER

1"x16 GAUGE STRAP HANGER

3) DEFLECTION = 0.50"

2) MAX. STRAP = 1"X16 GAUGE

NOTES: 1) LOAD RANGE IS 25 TO 200 LBS.

3) DEFLECTION = 0.50"

2) MAX. STRAP = 1"X16 GAUGE

NOTES: 1) LOAD RANGE IS 25 TO 200 LBS.

1" MIN.

3" TYP.

1" MIN.

1" MIN.

BARE METAL

DECK @ ROOF

2-#12 SMS

PER FLUTE

UNISTRUT P1000

3/8"Ø THREADED ROD

1a ROD HANGER

AT DECK PERPENDICULAR CONDITION

1b ROD HANGER

AT DECK PARALLEL CONDITION

BARE METAL

DECK @ ROOF 4-#12 SMS

UNISTRUT P1000

METAL DECK

W/ CONC. FILL

3/8"Ø HILTI KB-TZW/ 3" EMBED, TYP.

UNISTRUT P1000

1d ROD HANGER

AT DECK PERPENDICULAR CONDITION

1e ROD HANGER

AT DECK PARALLEL CONDITION

THREADED COUPLER

METAL DECK

W/ CONC. FILL

3/8"Ø HILTI KB-TZ W/ 3" EMBED, TYP.

3/8"Ø THREADED ROD

3/8"Ø THREADED ROD

3/8"Ø THREADED ROD

5-1/4"

2"

5-1/4"

1c ROD HANGER

AT DOUBLE ROOF JOIST CONDITION

UNISTRUT P1000

3/8"Ø THREADED ROD

METAL JOIST PER STRUCTURAL DWG.

3) DEFLECTION = 0.20"

2) MAX. ROD SIZE: 7/8"

NOTES: 1) LOAD RANGE IS 25 TO 250 LBS.

3) DEFLECTION = 0.20"

2) MAX. ROD SIZE: 7/8"

NOTES: 1) LOAD RANGE IS 25 TO 250 LBS.

EFORPDERETSI

GE R

REEN

IGN

E

LANOISS

C A L I F OR N I AS T A T E O F

No. 030802

M

E C H A N IC A

L

HO

RM

OZ L. JANSS

EN

S

E N G I N E E R I N G

I N T E R F A C E

TEL

FAX

PROJECT

CONTACT

www.interfaceengineering.com

717 Market StreetSuite 500San Francisco, CA 94103

415.489.7240

415.489.7289

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVEAND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THEWRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONALSERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2009.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECTAND ENGINEER.

CONSULTANT

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NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

Jesse Agosta

2014-0174

SAN JOSE CITYCOLLEGE

PHYSICAL EDUCATION BUILDING ANDRENOVATED LAB BUILDING

SAN JOSE, CALIFORNIA

DETAILS - MECHANICAL

M7.04

1.12.2015

1089-0001

DSA SUBMITTAL

NO SCALE

1 STRAP HANGER DETAIL

NO SCALE

2 ROD HANGER DETAIL

NO SCALE

3 CHWP-1,2 ANCHORAGE DETAIL

NO SCALE

4 HWP-1,2 ANCHORAGE DETAIL