leon johnson hall - montana state university - ljh fire supp… · 19/08/2012 · leon johnson...

PROJECTLOCATION

FIRE SPRINKLER DRAWINGSFX0.0 - COVER SHEET, DRAWING INDEX, NOTESFX0.1 - SITE PLAN, GENERAL NOTES, LEGENDFX1.1 - FIRE SPRINKLER BASEMENT PLANFX1.2 - FIRE SPRINKLER FIRST FLOOR PLANFX1.3 - FIRE SPRINKLER SECOND FLOOR PLAN AREA AFX1.4 - FIRE SPRINKLER SECOND FLOOR PLAN AREA BFX1.5 - FIRE SPRINKLER THIRD FLOOR PLAN AREA AFX1.6 - FIRE SPRINKLER THIRD FLOOR PLAN AREA BFX1.7 - FIRE SPRINKLER FOURTH FLOOR PLANFX1.8 - FIRE SPRINKLER FIFTH FLOOR PLANFX1.9 - FIRE SPRINKLER SIXTH FLOOR PLANFX1.10 - FIRE SPRINKLER SEVENTH FLOOR PLANFX1.11 - FIRE SPRINKLER EIGHTH FLOOR PLANFX1.12 - FIRE SPRINKLER ROOF PLANFX3.01 - FIRE SPRINKLER REFERENCE SECTIONSFX4.01 - ENLARGED PLANS

FIRE ALARM DRAWINGSFA0.1 - GENERAL NOTES & LEGENDFA1.1 - BASEMENT FIRE ALARM DEMO PLANFA1.2 - FIRST FLOOR FIRE ALARM DEMO PLANFA1.3 - SECOND FLOOR FIRE ALARM DEMO PLAN AREA AFA1.4 - SECOND FLOOR FIRE ALARM DEMO PLAN AREA BFA1.5 - THIRD FLOOR FIRE ALARM DEMO PLAN AREA AFA1.6 - THIRD FLOOR FIRE ALARM DEMO PLAN AREA BFA1.7 - FOURTH FLOOR FIRE ALARM DEMO PLANFA1.8 - FIFTH FLOOR FIRE ALARM DEMO PLANFA1.9 - SIXTH FLOOR FIRE ALARM DEMO PLANFA1.10 - SEVENTH FLOOR FIRE ALARM DEMO PLANFA1.11 - EIGHT FLOOR FIRE ALARM DEMO PLANFA1.12 - ROOF PLAN FIRE ALARM NEW WORK PLANFA2.1 - BASEMENT FIRE ALARM NEW WORK PLANFA2.2 - FIRST FLOOR FIRE ALARM NEW WORK PLANFA2.3 - SECOND FLOOR FIRE ALARM NEW WORK PLAN AREA AFA2.4 - SECOND FLOOR FIRE ALARM NEW WORK PLAN AREA BFA2.5 - THIRD FLOOR FIRE ALARM NEW WORK PLAN AREA AFA2.6 - THIRD FLOOR FIRE ALARM NEW WORK PLAN AREA BFA2.7 - FOURTH FLOOR FIRE ALARM NEW WORK PLANFA2.8 - FIFTH FLOOR FIRE ALARM NEW WORK PLANFA2.9 - SIXTH FLOOR FIRE ALARM NEW WORK PLANFA2.10 - SEVENTH FLOOR FIRE ALARM NEW WORK PLANFA2.11 - EIGHT FLOOR FIRE ALARM NEW WORK PLANFA2.12 - ROOF PLAN FIRE ALARM NEW WORK PLANFA5.1 - WIRING DETAILS - FACP and HEADENDFA5.2 - WIRING DETAILS - BPS 1 & 2aFA5.3 - WIRING DETAILS - BPS 2b & 2cFA5.4 - WIRING DETAILS - BPS 3 & 4FA5.5 - WIRING DETAILS - BPS 5 & 6FA5.6 - WIRING DETAILS - BPS 7 & 8FA5.7 - WIRING DETAILS - ELEVATOR MFC-AFA5.8 - WIRING DETAILS - DEVICESFA6.1 - RISER DIAGRAM - BASEMENT, FIRST FLOOR, SECOND FLOORFA6.2 - RISER DIAGRAM - SECOND FLOOR, THIRD FLOORFA6.3 - RISER DIAGRAM - FOURTH FLOOR, FIFTH FLOORFA6.4 - RISER DIAGRAM - SIXTH FLOOR, SEVENTH FLOORFA6.5 - RISER DIAGRAM - EIGHTH FLOOR, ROOF LEVELFA8.1 - NAC CALCULATIONSFA8.2 - NAC CALCULATIONSFA8.3 - NAC CALCULATIONSFA8.4 - NAC CALCULATIONSFA8.5 - NAC & BATTERY CALCULATIONSFA8.6 - SPEAKER & PANEL CALCULATIONS

MSU BOZEMANFACILITIESP.O. BOX 72760BOZEMAN, MT 59717ATTN: KAREN HEDGLIN

DESIGN TEAM:COFFMAN ENGINEERS, INC2011 N. 22ND AVE, SUITE 4BOZEMAN, MT 59718ATTN: JASON ANDERSON, P.E.

AUTHORITY HAVING JURISDICTIONCITY OF BOZEMANFIRE MARSHALL121 N. ROUSE AVE,BOZEMAN, MT 59715

www.coffman.com

ph 406.582.1936

751 Osterman Dr., Suite 104

Bozeman, MT 59715

PPA#18-2184

REV. DESCRIPTION DATE

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DATE12-8-19

SHEET TITLE

MSU-CPDCMONTANA STATE

UNIVERSITYBOZEMAN, MONTANA

PHONE: 406.994.5413FAX: 406.994.5665

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GENERAL NOTES

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CITY OF BOZEMAN VICINITY MAP

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1

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MONTANA STATE UNIVERSITY - BOZEMAN

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LEON JOHNSON HALL FIRE SUPPRESSION

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DRAWING INDEX

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A/E #2019-02-04

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95% CONSTRUCTION DOCUMENT SET

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NOVEMBER 18, 2019

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CONTACT INFO

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STAGING NOTES:

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STAGING LEGEND:

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1. CONSTRUCTION STAGING AREA: FENCE TO ENCLOSE ALL AREAS AS CONSTRUCTION STAGING AREAS USED AS CONSTRUCTION STAGING AREA: FENCE TO ENCLOSE ALL AREAS AS CONSTRUCTION STAGING AREAS USED AS CONSTRUCTION STAGING AREAS. PROVIDE A FENCE WHICH PREVENTS PEDESTRIANS FROM ENTERING THE CONSTRUCTION STAGING AREA. THE CONTRACTOR NEED NOT MAKE USE OF THE ENTIRE CONSTRUCTION STAGING AREA SHOWN. ALL CONSTRUCTION STAGING AREAS WHICH ARE DAMAGED SHALL BE REPLACED WHEN CONSTRUCTION IS COMPLETE. 2. DO NOT BLOCK ANY ROADS OR SIDEWALKS. DO NOT BLOCK ANY ROADS OR SIDEWALKS. 3. CONTRACTOR TO ACCESS SITE FROM 11TH AVENUE THROUGH THE SERVICE DRIVE. CONTRACTOR TO ACCESS SITE FROM 11TH AVENUE THROUGH THE SERVICE DRIVE. 4. CONTRACTOR IS RESPONSIBLE FOR PURCHASING PARKING PERMITS FROM MONTANA STATE UNIVERSITY FOR ITS CREW. CONTRACTOR IS RESPONSIBLE FOR PURCHASING PARKING PERMITS FROM MONTANA STATE UNIVERSITY FOR ITS CREW. 5. CONTRACTOR TO OBTAIN APPROVAL OF CONSTRUCTION STAGING SET-UP FROM MONTANA STATE UNIVERSITY CONTRACTOR TO OBTAIN APPROVAL OF CONSTRUCTION STAGING SET-UP FROM MONTANA STATE UNIVERSITY CONSTRUCTION INSPECTOR BEFORE BEGINNING CONSTRUCTION. 6. DO NOT BLOCK ACCESS TO ANY GARBAGE DUMPSTERS. DO NOT BLOCK ACCESS TO ANY GARBAGE DUMPSTERS. THE SAFETY MEASURES REQUIRED OF THE CONTRACTOR ARE OUTLINED MORE FULLY IN THE SPECIFICATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND SHALL TAKE WHATEVER ADDITIONAL MEASURES ARE NECESSARY TO ENSURE THE HEALTH AND SAFETY OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AND BUILDING OCCUPANTS, OF PEDESTRIANS AT OR NEAR THE CONSTRUCTION SITE AND ACCESS ROUTES, AND OF ALL OTHER PERSONS IN AREAS AFFECTED BY THE CONTRACTOR'S ACTIVITIES.

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AREAS NOT DEFINED BELOW ARE NOT IN THE CONTRACT (NIC) AND SHALL NOT BE USED BY THE CONTRACTOR, MACHINERY, OR PERSONNEL DURING THE TERM OF THE CONTRACT. CONSTRUCTION STAGING AREA: SITE SHOWN IS THE MAXIMUM AREA AVAILABLE TO THE CONTRACTOR FOR MATERIAL STORAGE, EQUIPMENT STORAGE, AND OTHER ACTIVITIES RELATED TO CONSTRUCTION. ALL AREAS USED FOR CONSTRUCTION OR AREAS DAMAGED DURING THE EXECUTION OF THIS CONTRACT SHALL BE REPAIRED AND IF NECESSARY RESODDED OR REPAVED WHEN CONSTRUCTION IS COMPLETED. EXISTING TREES AND SIDEWALKS SHALL BE PROTECTED FROM DAMAGE AND SHALL BE REPLACED IF DAMAGED. NO PARKING IN THE STAGING AREA OR ACCESS ROUTE. SEE PARKING MAP FOR PARKING AREA. ALL VEHICLES OTHER THAN DUMP TRUCK AND MATERIALS DELIVERY TRUCK MUST HAVE VALID PARKING PERMIT AND BE PARKED IN DESIGNATED MSU BOZEMAN PARKING LOT. ALL VEHICLES TO LEAVE STAGING AREA IMMEDIATELY AFTER COMPLETING INTENDED TASK. CONTRACTOR WILL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED AREAS OF BUILDINGS AND/OR LANDSCAPING. CONSTRUCTION SCOPE OF WORK

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PPA #18-2184

http://www.coffman.com





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STAGING MAP

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NO SCALE

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2

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CONTRACTOR STAGING AREA

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LEON JOHNSON HALL

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ASBESTOS ABATEMENT WILL BE REQUIRED THROUGH ALL WALLS THAT INCLUDE GYPSUM BOARD AND THE CEILING STRUCTURE IN ROOM 339. PLEASE REVIEW THE ATTACHED ASBESTOS REPORT AND SPECIFICATION 028200 FOR FURTHER DETAILS

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SERVICE DRIVE TO 11TH AVE.






HEADS

FIRE VALVE

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GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

PPA#18-2184


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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

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GENERAL NOTESSITE PLANLEGEND

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BRANCH LINES ARE SUPPORTED BY ALL-THREAD-ROD WITH 6-INCHES OR LESS MEASURED FROM TOP OF PIPE TO POINT OF ATTACHMENT TO STRUCTURE. NO ADDITIONAL RESTRAINT REQUIRED PER NFPA 13 (2010 EDITION) PARAGRAPH 9.3.6.5. LATERAL BRACES SHALL BE SPACED A MAXIMUM OF 40'-0" O.C FOR THE 2i" CROSSMAIN (BASED ON 108 FEET OF BRANCH LINES AND 40 FEET OF CROSSMAIN = 267 LBS/BRACE) AND NOT MORE THAN 6-FEET FROM THE END OF A CROSSMAIN. LONGITUDINAL BRACES SHALL BE SPACED A MAXIMUM OF 80'-0" O.C AND NOT MORE THAN 40-FEET FROM THE END OF A CROSSMAIN. RESTRAIN BRANCH LINES WITH 12-FOOT LONG STICKS OF 12-GAUGE CEILING WIRE AS NOTED. ATTACH EACH SIDE OF RESTRAINT WITH (2) ITW-BUILDX SAMMY, CONCRETE SIDEWINDERS, MODEL SWC-20 VERTICALLY INTO CONCRETE AND WRAP BACK ON ITSELF WITH AT LEAST (4) TIGHT TURNS. NOTED: PROVIDE A COOPER B-LINE, FIG 25 "SURGE CLIP" AT THE HANGER WITHIN 2-FEET OF EACH RESTRAINT.

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SEISMIC BRACING / RESTRAINT NOTES

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MODEL

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MANUFACTURER

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SIN

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TYPE

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FINISH

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THREAD

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TOTAL

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QUANTITY

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K-FACTOR

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CANOPY

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SYMBOL

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TEMP

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ESCUTCH

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WRENCH

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FX0.1

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FIRE SPRINKLER REFERENCE SITE PLAN

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1" = 35'-0"

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A

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NEW EXTERIOR HORN/STROBE ASSEMBLY

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NEW 3" MAIN DRAIN

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1440 GPM FLOWING

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85 PSI RESIDUAL W/

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89 PSI STATIC

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FLOW TEST (2018)

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GROOVED ELBOW DOWN

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FIRE SPRINKLER NOTES

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EXISTING UNDERGROUND WATER MAIN/FIRE MAIN

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EXISTING SPRINKLER PIPE

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DEMO SPRINKLER PIPE

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THRUST BLOCKING/PLUG

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NEW SPRINKLER PIPE

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HEAD BOX

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SCREWED ELBOW UP

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SCREWED ELBOW DOWN

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HANGER SYMBOL #1

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HANGER SYMBOL #2

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HANGER SYMBOL #3

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HANGER SYMBOL #5

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HANGER SYMBOL #4

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GROOVED COUPLING

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SYMBOL

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TAMPER SWITCH

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FREE STANDING FIRE DEPARTMENT CONNECTION

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PIPE CENTERLINE FROM FINISHED FLOOR

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FIRE HOSE CABINET (LENGTH OF HOSE NOTED)

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DISTANCE PIPE FROM DECK

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CEILING HEIGHT

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GROOVED ELBOW UP

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HYDRAULIC NODE POINT

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FIRE HOSE VALVE CABINET

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*

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FLANGE

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RISER

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HORN/STROBE ASSEMBLY

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CHECK VALVE

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PRESSURE SWITCH

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LOW AIR ALARM

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PRESSURE REDUCING VALVE

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BUTTERFLY VALVE (GROOVED OR SCREWED)

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GLOBE VALVE

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FIRE SPRINKLER LEGEND

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DESCRIPTION

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FLOW SWITCH

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COMBINATION LATERAL AND LONGITUDINAL SWAY BRACE

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LATERAL OR LONGITUDINAL SWAY BRACE

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STANDARD SPRAY UPRIGHT SPRINKLER ON - SPRIG

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STANDARD SPRAY UPRIGHT SPRINKLER ON - LINE

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STANDARD SPRAY PENDENT SPRINKLER ON - DROP

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EXISTING CIRCULATING 8" DUCTILE IRON WATER MAIN

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EXISTING 8" FIRE SERVICE

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FULLY SPRINKLERED BUILDING 25,000 SQ. FT. FOOTPRINT

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ALL THREAD ROD

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AUTOMATIC SPRINKLER

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ABOVE FINISHED FLOOR

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RISER NIPPLE

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GALVANIZED

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OUTSIDE STEM & YOKE

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GROOVE ONE END

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FINISHED GRADE

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GROOVE BOTH ENDS

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THREAD AND GROOVE

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UNLESS OTHERWISE NOTED

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THREAD BOTH ENDS

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THREAD ONE END

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GALVANIZED MALLEABLE IRON

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CUT IN FIELD

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AFF

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WITH

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W/

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GALV

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GMI

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UON

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T&G

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TOE

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TBE

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FG

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OS&Y

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GOE

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RN

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GBE

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A.S.

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DN

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CIF

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ATR

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DOWN

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SEISMIC RESTRAINT

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OR

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STANDARD SPRAY DRY SIDEWALL SPRINKLER HEAD

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STANDARD SPRAY DRY PENDENT SPRINKLER

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*ALTERNATE SPRINKLER TEMPERATURES MAYBE NOTED NEXT TO SYMBOL (I.E. INT = INTERMEDIATE; HIGH = HIGH TEMPERATURE)

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HANGER SPACING REQUIREMENTS

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s"

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N

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/

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A

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NOMINAL PIPE SIZE

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STEEL PIPE

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MAXIMUM DISTANCE BETWEEN HANGERS (FT-IN.) - N.F.P.A. #13

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1"

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12-0

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1r"

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12-0

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1i"

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15-0

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2"

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15-0

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4"

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15-0

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3"

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15-0

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2i"

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15-0

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6"

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15-0

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8"

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15-0

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NOTE: TYPICAL HANGER SYMBOLS AS SHOWN ON PIPING PLAN MAY NOT REFLECT ACTUAL FIELD INSTALLATION. FINAL HANGER INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. #13.

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DISTANCE FROM SPRINKLER TO HANGER - N.F.P.A. #13 - MAX PRESSURES 100 PSI 100 PSI 100 PSI (ALL SPRINKLER TYPES)

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36" FOR 1" 48" FOR 1r" 60" FOR 1i" OR LARGER

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MAX.

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GREATER THAN 36" FOR 1" GREATER THAN 48" FOR 1r" GREATER THAN 60" FOR 1i" OR LARGER

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THEN EXTEND HERE

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MAXIMUM LENGTH OF UNSUPPORTED ARM OVER WITHOUT SUPPORT: 24" FOR STEEL PIPE

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SEISMIC CLEARANCE REQUIREMENTS

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CORE DRILL HOLE OR PIPE SLEEVE SIZE

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NOMINAL PIPE SIZE

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AT CONTRACTORS OPTION FLEXIBLE COUPLINGS MAY BE INSTALLED WITHIN 12" [305mm] OF THE WALL SURFACE ON EACH SIDE AND THE CLEARANCES NOTED ARE NOT REQUIRED. FIRE CAULK HOLE AND PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL LOCATIONS. (NOTE THAT AT NON-RATED FRANGIBLE GYPSUM BOARD NON-RATED FRANGIBLE GYPSUM BOARD FRANGIBLE GYPSUM BOARD WALLS NO CLEARANCE IS REQUIRED)

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MM 25 32 40 50 65 80 100 150

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INCH 1 1r 1i 2 2i 3 4 6

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MM 80 100 100 100 150 150 200 250

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INCH 3 4 4 4 6 6 8 10

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PROVIDE CLEARANCE AT ALL PIPING EXTENDING THROUGH WALLS, FLOORS, FOUNDATIONS. NO CLEARANCE REQUIRED AT GYPSUM BOARD OR EQUALLY FRANGIBLE CONSTRUCTION THAT IS NOT REQUIRED TO HAVE A FIRE RESISTANCE RATING.

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0.720

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0.211

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D

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III

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0.587

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0.278

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D

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D

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WHERE NOT REQUIRED: : -NO RESTRAINT REQUIRED IF HANGER ROD IS LESS THAN 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE. WHERE REQUIRED: -ON ALL BRANCH LINES (WITH HANGER ROD >6") AT INTERVALS NOT EXCEEDING THOSE SPECIFIED IN TABLE ABOVE BASED ON BRANCH LINE DIAMETER AND THE VALUE OF C . -SPRIG-UPS 4'-0" OR LONGER SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT. -RESTRAINT SHALL BE PROVIDED BY USE OF ONE OF THE FOLLOWING: 1) A LISTED SWAY BRACE ASSEMBLY 2) A WRAPAROUND U-HOOK 3) #12, 440-LB WIRE INSTALLED AT LEAST 45° FROM THE VERTICAL PLANE AND ANCHORED ON BOTH SIDES OF THE PIPE. 4) A HANGER NOT LESS THAN 45 DEGREES FROM VERTICAL INSTALLED WITHIN 6" OF THE VERTICAL HANGER ARRANGED FOR RESTRAINT AGAINST UPWARD MOVEMENT, PROVIDED IT IS UTILIZED SUCH THAT L/R DOES NOT EXCEED 300, WHERE THE ROD SHALL EXTEND TO THE PIPE OR HAVE A SURGE CLIP RESTRAINT. 5) OTHER APPROVED MEANS -WIRES USED FOR PIPING RESTRAINTS SHOULD BE ATTACHED TO THE BRANCH LINE WITH TWO TIGHT TURNS AROUND THE PIPE AND FASTENED WITH FOUR TIGHT TURNS WITHIN 1i"(SEE DETAIL), AND ATTACHED TO THE STRUCTURE WITH MEANS APPROVED BY NFPA. -WIRE USED FOR RESTRAINT SHALL BE LOCATED WITHIN 2 FT OF A HANGER. THE HANGER CLOSEST TO A WIRE RESTRAINT SHALL BE OF A TYPE THAT RESISTS UPWARD MOVEMENT OF A BRANCH LINE SUCH AS A TOLCO FIG. 25 SURGE CLIP.

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P

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EARTHQUAKE BRACING DETAILS

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FOUR-WAY

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LATERAL AND LONGITUDINAL BRACE AS DETAILED BELOW, NO MORE THAN 6" APART

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SYMBOL:

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BRANCHLINE RESTRAINT REQUIREMENTS

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PER N.F.P.A 2010, CHAPTER 9.3.6

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STEEL BRANCH LINE SIZE

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MAXIMUM SPACING OF BRANCH LINE RESTRAINTS

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2"

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1i"

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1r"

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1"

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SEISMIC COEFFICIENT, C = 0.419

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P

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SEE SEISMIC CALCULATIONS FOR C VALUES

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P

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53'

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49'

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46'

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43'

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COMPONENT IMPORTANCE FACTOR

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1.50

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COMPONENT RESPONSE MODIFICATION FACTOR

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4.50

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COMPONENT AMPLIFICATION FACTOR

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2.50

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HEIGHT IN STRUCTURE OF POINT OF ATTACHMENT W/ RESPECT TO THE BASE

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Z =

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AVERAGE ROOF HEIGHT OF STRUCTURE WITH RESPECT TO THE BASE

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R =

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P

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A =

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P

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P

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I =

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H =

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W = 1.15 TIMES WEIGHT OF WATER FILLED PIPE

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P

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F = SEISMIC DESIGN FORCE,

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F = C * W

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P

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F = * W

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P

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F = 0.4 *

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P

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A *

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P

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S *

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DS

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W * (1+2*

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P

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R

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P

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P

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I

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Z )

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H

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P

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P

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ASCE 7-05 ALLOWS A REDUCTION FACTOR OF 1.4 FOR STRESS BASED DESIGN:

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F = * W

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P

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P

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SEE CALCULATIONS BELOW FOR DETERMINATION OF FORCE FACTOR FOR SEISMIC DESIGN CATEGORY 'C' & 'D'.

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15'-0"

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15'-0"

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0.587

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0.419

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SEISMIC OCCUPANCY CATEGORY OF BUILDING

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SEISMIC BRACING REQUIREMENTS

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DESCRIPTION OF SITE CONDITIONS

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MAPPED SPECTRAL ACCELERATION FOR SHORT PERIODS

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MAPPED SPECTRAL ACCELERATION FOR A 1-SECOND PERIOD

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SITE CLASS

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SEISMIC DESIGN CATEGORY BASED ON

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SEISMIC DESIGN CATEGORY BASED ON

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S

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DS

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S

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D1

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S =

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S

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S =

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1

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MAXIMUM SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS

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EARTHQUAKE BRACING SHALL CONFORM WITH N.F.P.A. #13 (2010 EDITION), I.B.C. (2012 EDITION), NEHRP, AND ASCE/SEI 7-05 (2005 EDITION) CRITERIA.

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S =

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DS

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MAXIMUM SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIODS

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S =

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D1

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P

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C = FORCE FACTOR

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P

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P

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1. SPRINKLER SYSTEM SHALL BE DESIGNED, INSTALLED, TESTED, AND FLUSHED IN ACCORDANCE WITH: SPRINKLER SYSTEM SHALL BE DESIGNED, INSTALLED, TESTED, AND FLUSHED IN ACCORDANCE WITH: INTERNATIONAL BUILDING CODE (IBC) - 2012 EDITION WITH LOCALLY ADOPTED MODIFICATIONS NFPA 13 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS) - 2010 EDITION 2. NO INSTALLATION OF ANY PIPING OR EQUIPMENT IS TO BEGIN PRIOR TO APPROVAL OF PLANS BY THE NO INSTALLATION OF ANY PIPING OR EQUIPMENT IS TO BEGIN PRIOR TO APPROVAL OF PLANS BY THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S REPRESENTATIVE. 3. ALL ELECTRICAL WIRING OF FIRE ALARM SYSTEM AND FIRE SPRINKLER ELECTRICAL COMPONENTS TO BE ALL ELECTRICAL WIRING OF FIRE ALARM SYSTEM AND FIRE SPRINKLER ELECTRICAL COMPONENTS TO BE PERFORMED IN THIS CONSTRUCTION CONTRACT. FIRE SPRINKLER SYSTEM SHALL BE SUPERVISED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND NFPA 72 (NATIONAL FIRE ALARM CODE). 4. AREAS WITH NEW SYSTEM THAT ARE SUBJECT TO FREEZING THAT ARE NOT NOTED ON THE DRAWINGS AREAS WITH NEW SYSTEM THAT ARE SUBJECT TO FREEZING THAT ARE NOT NOTED ON THE DRAWINGS ARE TO BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY.

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PIPE SIZE

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PIPE

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FITTINGS AND OUTLETS

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GALVANIZED CLASS-150 MALLEABLE IRON THREADED FITTINGS (300 PSI RATED)

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GALV SCH-40 (DRAIN PIPING)

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1" TO 2"

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WELDED OUTLETS WITH ROLL GROOVED ENDS AND PAINTED DUCTILE IRON GROOVED FITTINGS (300 PSI RATED)(SHORT TAKEOUT-I.E. 4" ELL = 4")

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GALVANIZED SCH-10

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2i"

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MATERIALS MAY BE OF DOMESTIC OR IMPORT ORIGIN

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BLACK CLASS-125 CAST IRON THREADED FITTINGS (175 PSI RATED)

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SCHEDULE 40

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1" TO 2"

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WELDED OUTLETS WITH ROLL GROOVED ENDS AND PAINTED DUCTILE IRON GROOVED FITTINGS (300 PSI RATED)(SHORT TAKEOUT-I.E. 4" ELL = 4")

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SCHEDULE 10

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2i" TO 6"

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SEISMIC BRACING NOTES 1. ALL BRACE PIPING SHALL BE SCHEDULE 40 BLACK STEEL. 2. MAX BRACE PIPE LENGTH = 7'-0" (PROVIDE 36" PER BRACE FOR LISTING)

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LATERAL

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SYMBOL:

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ANVIL, MODEL 'K'/AF035 SWAY BRACE ATTACHMENT

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1" SCHEDULE-40 BLACK STEEL PIPE BRACE MATERIAL

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30° MIN

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LONGITUDINAL

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SYMBOL:

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ANVIL, MODEL AF411 CLAMP AND ANVIL, MODEL AF078 LOCKING STRAIGHT ATTACHMENT

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30° MIN

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1" SCHEDULE-40 BLACK STEEL PIPE BRACE MATERIAL

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NO SCALE

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TYPICAL FLEX DROP DETAIL

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FX0.1

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1

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1" THREADED ELBOW

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VICTAULIC, VICFLEX SERIES AH2 FLEXIBLE HOSE WHICH INCLUDES THE FOLLOWING OPTIONS: - 48" LONG, SERIES AH2, 1" FLEXIBLE HOSE - 24" WIDE BRACKET, SERIES AB1 - 5.5" LONG x i" STRAIGHT REDUCER

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1-0

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1-0

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1-0

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1-0

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1-0

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1-0

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1-0

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1-0

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1-0

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1-0

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ALL SPRINKLERS SHALL BE CENTERED WITH 1"± OF THE CENTER POINTS OFCEILING TILES. (QUARTER POINTS ARE ACCEPTABLE AS SHOWN OF PLANS)

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DETAIL IS GENERAL AND OUTLET FOR FLEXIBLE PIPE MAYBE ORIENTED UP OR DOWN - SEE PLAN FOR INDIVIDUAL DROP LOCATIONS

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(PER UL-LISTING 48" LONG x i" OUTLET WITH (4) 90° 2-INCH RADIUS BENDS IS 20'-0" OFEQUIVALENT 1" SCH-40 HARD PIPE)

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R2" MIN

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1" SPRINKLER PIPE FROM BRANCH LINE UP IN STRUCTURE

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ATTACHMENT TO METAL/CONCRETE SLAB WITH DRILLED EXPANSION ANCHOR

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ANVIL, MODEL AF077 LOCKING SWIVEL ATTACHMENT

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i" x 3s" HILTI KBTZ CONCRETE ANCHOR

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ATTACHMENT TO METAL/CONCRETE SLAB WITH DRILLED EXPANSION ANCHOR

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ANVIL, MODEL AF077 LOCKING SWIVEL ATTACHMENT

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i" x 3s" HILTI KBTZ CONCRETE ANCHOR

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RESTRAINT TO CONCRETE

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SYMBOL:

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(2) TIGHT TURNS AROUND PIPE AND

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WITHIN 24" OF HANGER WITH SURGE

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CLIP

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#12 SPLAYED SEISMIC

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RESTRAINT WIRE WITH

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(4) TIGHT TURNS

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MINIMUM AT SCREW

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y"x2" LONG CONCRETE

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SIDEWINDER INSTALLED

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VERTICALLY (SAMMY,

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MODEL SWC-20) EACH

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SIDE OF PIPE

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MIN 45°

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SURGE RESTRAINER

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COOPER B-LINE FIG. 25 IS DESIGNED TO BE USED ONLY WITH COOPER B-LINE BAND HANGERS FIG. 200 AND NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY

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RESTRAINT DETAILS

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DEMO 4x2ix2i FIRE DEPARTMENT CONNECTION

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NEW 6x2ix2ix2i FIRE DEPARTMENT CONNECTION

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NEW SPRINKLER MAIN PIPE

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FIRE DEPARTMENT CONNECTION

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FDC

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698

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TYCO

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TY-FRB

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PEND

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TY323

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WHITE

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i"

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5.6

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RECD

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STY15

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200%%D

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W7

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418

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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ON-LINE

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200%%D

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W7

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237

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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SPRIG

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200%%D

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W7

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32

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TYCO

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DS-1

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SIDE

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TY3355

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CHROME

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1"

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5.6

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REC'D

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STANDRD

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200%%D

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W7

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2

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U1

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U3

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BOR

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U2

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TYCO

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DS-1

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PEND

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TY3255

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WHITE

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1"

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5.6

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REC'D

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STANDRD

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200%%D

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W7

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3

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SPRINKLER HEADS - PROJECT TOTAL

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SEE FX1.1 FOR FDC DETAILS

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ABATEMENT NOTES

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PENETRATIONS THROUGH WALLS MARKED AS SHOWN REQUIRE ASBESTOS ABATEMENT AS DESCRIBED IN ABATEMENT SPECIFICATIONS 028200. ANY WALLS NOT MARKED AS SUCH AND CONTAIN DRYWALL MUD SHALL ALSO REQUIRE ASBESTOS ABATEMENT.

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TYCO

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TY-FRB

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SIDE

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TY3331

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WHITE

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i"

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5.6

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REC'D

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STY15

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200%%D

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W7

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2






001A

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003

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004

007

006

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002

FS

0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

0'

GRAPHIC SCALE :

1' 2' 4' 6'

1/2"=1'-0"

PPA#18-2184


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DATE12-8-19

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PHONE: 406.994.5413FAX: 406.994.5665

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FX1.1

BASEMENT FIRESPRINKLER PLAN

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UP

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UP

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UP

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TUNNEL

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ELEVATOR PIT

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TELEPHONE ROOM

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MAINTENANCE ROOM

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STAIRS

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MECHANICAL

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STORAGE

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VESTIBULE

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STAIRS

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FIRE PROTECTION ROOM

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10-7

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11-4

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BASEMENT - FIRE SPRINKLER PLAN

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1/8" = 1'-0"

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FX1.1

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A

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BASEMENT LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN HATCHED AREA FOR FIRE SPRINKLER CONTRACTOR

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UP TO ALL FLOORS

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UP TO ALL FLOORS

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6"

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6"

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6"

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6"

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6"

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FX4.01

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5

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EXISTING WATER ENTRANCE

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DN

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UP

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EXISTING 6" STANDPIPE

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EXISTING FDC CONNECTION. WITH NEW FDC WILL FEED ALL FLOORS.

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FX1.1

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1

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EXISTING BASEMENT FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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4x8 MECHANICAL TEE

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2" GLOBE VALVE

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FLOW SWITCH

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4" FLANGED CHECK VALVE

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A

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F

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EXISTING RISER LEGEND

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G

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4" FLANGED OS&Y VALVE

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4" GROOVED ELL

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B

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C

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D

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E

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4x4x2 SCREWED TEE

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A

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A

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B

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C

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D

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F

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G

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TO EXISTING BASEMENT SPRINKLERS

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8" BULK MAIN

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BACK

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2" MAIN DRAIN

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FX1.1

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1

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FX4.01

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4&5

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PLAN KEY NOTES

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01

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EXISTING 4x2ix2i FIRE DEPARTMENT CONNECTION TO BE DEMOLISHED. PLUG EXISTING 4" PIPING AFTER DEMOLISHED 4" CHECK VALVE WITHIN THE BUILDING. DEMOLISH EXTERIOR FIRE DEPARTMENT CONNECTION AND PLUG 4" PIPE UNDERGROUND.

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02

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REMOVE EXISTING 6x2ix2i FIRE DEPARTMENT CONNECTION AND INSTALL A NEW 6x2ix2ix2i FIRE DEPARTMENT CONNECTION IN SAME LOCATION. SEE DETAIL 2/FX1.1

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01

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02

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B1

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B2

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B3

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01

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SIAMESE CONNECTION

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EXISTING 24" BRASS RISER

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PITCH

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TO BALL DRIP

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GALVANIZED ELBOW

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SCREWED

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-8

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2-6%%P

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NEW IDENTIFICATION

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PLATE

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NEW 6"x2i"x2i"x2i"

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EXISTNG GALVANIZED SCHEDULE

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COUPLING JOINTS

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40 WITH SCREWED

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AS REQUIRED

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EXISTING 18"x18" CONCRETE BASE

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FREE STANDING FIRE DEPARTMENT CONNECTION

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N.T.S.

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FX1.1

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2

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A

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FDC LEGEND

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6x2ix2ix2i EXPOSED "AUTO SPKR" FIRE DEPARTMENT CONNECTION POLISHED CHROME FINISH - POTTER POLISHED CHROME FINISH - POTTER - POTTER ROEMER, MODEL 5746 WHICH INCLUDES THE FOLLOWING: - EXPOSED INLET CONNECTION WITH NATIONAL STANDARD HOSE THREAD SWIVELS AND DOUBLE CLAPPERS - (3) 2i" PLUGS AND CHAINS - ROUND 9s" O.D. BRASS WALL PLATE WITH "AUTO SPKR" LETTERING - (3) KNOX CAPS

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A

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03

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DEMOLISH 6" CHECK VALVE AND REPLACE WITH MATCHING LENGTH OF 6" SCH. 10 PIPE. PROVIDE 6x5-0 GOE PIECE FOR LISTING.

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03

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FX1.1

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2

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02

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4"

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TO BASEMENT SPRINKLERS

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*EXISTING BASEMENT RISER SHOWN FOR REFERENCE ONLY. NO WORK ON THIS PLAN.

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DEMO'D 4x2ix2i FDC CURRENTLY FEEDS ONLY BASEMENT SPRINKLERS. NEW 6x2ix2i WILL FEED ALL STANDPIPE AND SPRINKLER SYSTEMS.






114

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114A

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102

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119

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123

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117E

117

107

108

106

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104

103

104A

100A

117A

117B117C117D119A

100B

0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

0'

GRAPHIC SCALE :

1' 2' 4' 6'

1/2"=1'-0"

PPA#18-2184


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DATE12-8-19

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PHONE: 406.994.5413FAX: 406.994.5665

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FIRST FLOORFIRE SPRINKLER

PLAN

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DN

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UP

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UP

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DN

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HOOD

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HOOD

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HOOD

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6

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4

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3

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1

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10

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8

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2

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5

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7

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9

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B

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C

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D

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E

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F

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A

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G

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LAB

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LAB

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HALL

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TEACHING LAB

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OFFICE

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LAB

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HALL

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MAINTENANCE ROOM

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LAB PREP

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LAB PREP

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CADAVER PREP

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SOIL GRINDING

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SEED LAB

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LAB

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COLD STRORAGE

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STORAGE

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STORAGE

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MILLER LAB

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MULTI OCCUPANCY OFFICE

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LAB

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MECHANICAL ROOM

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MECHANICAL ROOM

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HALL

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HALL

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STAIRS

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STAIRS

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BATHROOM

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BATHROOM

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MAINTENANCE ROOM

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ELEV

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ELEV

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TEACHING LAB

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FIRST FLOOR LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN HATCHED AREA.

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FIRST FLOOR LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN HATCHED AREA.

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FIRST FLOOR LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN HATCHED AREA

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FIRST FLOOR - FIRE SPRINKLER PLAN

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1/8" = 1'-0"

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FX1.2

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A

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DN

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UP

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EXISTING DRAIN

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FX1.2

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2

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FX1.2

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1

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EXISTING/DEMO FIRST FLOOR FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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4x6 MECHANICAL TEE

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2x4 MECHANICAL TEE

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2" GROOVED ELL

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AUXILIARY DRAIN

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A

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F

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EXISTING RISER LEGEND

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G

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4" RISER MANIFOLD

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4" GROOVED ELL

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B

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C

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D

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E

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4" BUTTERFLY VALVE

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EXISTING 4" DRAIN

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G

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F

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E

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D

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A

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C

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B

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TO FIRST FLOOR SPRINKLERS

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FX1.2

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2

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FIRST FLOOR FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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EXISTING 4" DRAIN

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TO FIRST FLOOR SPRINKLERS

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OUT 2iGALVx10-0 AND END WITH 2i" GMI 45° ELL- ATTACH TO BRICK WALL WITH WELDED KNEE ATTACH TO BRICK WALL WITH WELDED KNEE BRACKET. SEE DETAIL 3/FX1.2

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A

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MAIN DRAIN LEGEND

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2ix4 MECHANICAL TEE

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2i" GROOVED ELL - SHORT TAKOUT

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B

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C

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C

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A

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B

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EXISTING, FOR REFERENCE ONLY. NO WORK UNDER THIS CONTRACT.

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EXISTING, FOR REFERENCE ONLY. NO WORK UNDER THIS CONTRACT.

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NEW 2i" MAIN DRAIN SEE DETAIL 1/FX1.2 FOR CUT LENGTHS

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OUT 2ixGxG

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FL

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FL

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GBE

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2iGALV

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3-1

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GBE

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2iGALV

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1-5

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2" DIAMETER PIPESTAND WITH THREADED COMPANION FLANGE BOLTED TO FLOOR W/ (4) y-3s HILTI KWIK-BOLT TZ CONCRETE ANCHOR W/ HEX NUTS & WASHERS, AND PIPE CLAMP WITH WELDED-THREADED CONNECTION AT TOP

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D

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A

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WELDED KNEE BRACKET (EATON B-LINE FIG. B3069W)

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U-BOLT WITH (4) HEX NUTS (EATON B-LINE FIG. B3188)

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ATTACH TO CMU WALL WITH (2) DROP-IN ANCHORS (HILTI MODEL HDI-P), (2) yxs HEX BOLTS

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FX1.2

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3

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WELDED KNEE BRACKET DETAIL

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1/2" = 1'-0"

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(1-1)

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(-4)

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ATTACH EXISTING PIPE INTO NEW 2i" DRAIN WITH 2" ELL & WELDOLET

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4" GROOVED CHECK VALVE

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H

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PROVIDE PROPER EXPANSION SEALING MATERIAL






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GRAPHIC SCALE :

4' 8' 16' 24'

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0'

GRAPHIC SCALE :

1' 2' 4' 6'

1/2"=1'-0"

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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

BMHJAA

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SECOND FLOORFIRE SPRINKLER

PLAN AREA A

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COMPUTER LAB

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EXPANSION JOINT

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SECOND FLOOR LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN THE SECOND FLOOR HATCHED AREA FOR FIRE SPRINKLER CONTRACTOR

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MATCHLINE

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MATCHLINE

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DN 4" EXISITNG MAIN DRAIN

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MAIN DRAIN FROM UPPER FLOORS

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UP

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DN

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4"

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4"

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4"

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4"

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EXISTING 4" STANDPIPE TO FEED 3RD FLOOR ANNEX

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FX1.3

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SECOND FLOOR FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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RISER SHOWN 11" OFF BACK WALL

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EXISTING 4" GROOVED ELL

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2" DRAIN ELL

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RISER LEGEND

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EXISTING 4" GROOVED BUTTERFLY VALVE

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EXISTING 4" GROOVED RISER MANIFOLD

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B

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E

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TO SECOND FLOOR SPRINKLERS

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FX1.3

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2

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4" STANDPIPE MAIN TO FEED HOSE VALVE AT THIRD FLOOR ANNEX IS LOCATED DIRECTLY BEHIND 4" SPRINKLER MAIN

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FL

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GBE

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2i

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4-1

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OUT 2i GxG

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FOR CONTINUATION SEE DETAIL 2/FX3.01

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2i" GROOVED ELL - SHORT TAKOUT

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2i" FLEXIBLE COUPLING

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EXISTING 2" GALVANIZED DRAIN TO BE DEMOLISHED BY CONTRACTOR. INSTALL NEW 2i" GALVANIZED DRAIN, PIECE FOR PIECE. SEE STAIRWELL SECTION FOR LISTING LENGTHS.

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NEW 2i" DRAIN

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SEE FX3.01 FOR FULL STANDPIPE/DRAIN DETAIL

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SEE FX3.01 FOR FULL STANDPIPE/DRAIN DETAIL

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FL

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OUT 2ix2-0, GOE TERMINATE WITH NEW 4x2i THREADED REDUCER INTO EXISTING DRAIN TO FIRST FLOOR

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EXISTING 4" MAIN DRAIN IS WITHIN EXISTING WALL. NOT SHOWN.

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EXISTING 2" DRAIN INTO EXISTING 4" DRAIN PIPING WITHIN WALL

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EXISTING 4" GROOVED CHECK VALVE

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H

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MICROSCOPE ROOM

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KEYPLAN






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SECOND FLOOR - FIRE SPRINKLER PLAN AREA A

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1/8" = 1'-0"

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FX1.3

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A

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GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

BMHJAA

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FX1.4

SECOND FLOORFIRE SPRINKLER

PLAN AREA B

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UP

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UP

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UP

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M

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EXPANSION JOINT

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SECOND FLOOR LEVEL CURRENTLY SPRINKLERED. NO WORK TO BE DONE IN THE SECOND FLOOR HATCH AREA FOR FIRE SPRINKLER CONTRACTOR

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MATCHLINE

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MATCHLINE

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4"

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4"

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4"

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EXISTING 4" STANDPIPE TO FEED 3RD FLOOR ANNEX

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UP

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UP

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KEYPLAN






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SECOND FLOOR - FIRE SPRINKLER PLAN AREA B

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FX1.4

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A

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348349

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GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

TOLCO

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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

BMHJAA

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FX1.5

THIRD FLOORFIRE SPRINKLER

PLAN AREA A

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CONFERENCE ROOM

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OPEN OFFICE

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VESTIBULE

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OPEN OFFICE

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COPY ROOM

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OH2

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OH2

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12-9

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8-0

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8-0

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8-0

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8-0

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8-0

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OH2

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PLAN KEY NOTES

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CONTRACTOR TO CUT AND PATCH CEILINGS AS NECESSARY

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SMALL ROOM HAS BEEN APPLIED PER NFPA 13-2010 PARAGRAPH 8.6.3.2.4 AND SPRINKLER(S) ARE PERMITTED TO BE LOCATED NOT MORE THAN 9'-0" FROM ANY SINGLE WALL (LIGHT HAZARD OCCUPANCIES ONLY)

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CONCEALED SPACE OF NON-COMBUSTIBLE CONSTRUCTION. NO A.S. AS PER NFPA 13-2010 PARAGRAPH 8.15.2.1. SPRINKLERED BELOW AS APART OF THE SECOND FLOOR.

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03

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10-3

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8-6

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*51

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10-0

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8-6

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9-0

AutoCAD SHX Text

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9-0

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10-9

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10-9

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9-10

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10-0

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10-9

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STAIR SPACE APART OF THE SECOND FLOOR. ENTIRE SECOND FLOOR IS CURRENTLY SPRINKLERED.

AutoCAD SHX Text

04

AutoCAD SHX Text

BOR3

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TOR3

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301

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302

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303

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304

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305

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306

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304B

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304C

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303B

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303C

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303D

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3002

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3003

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3004

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3005

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3006

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3007

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3008

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3009

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01

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350

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351

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352

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3100

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3101

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3102

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3103

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3105

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3106

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3107

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3108

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3109

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350B

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351B

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351C

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351D

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351E

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351F

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351G

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01

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HYDRAULICALLY REMOTE AREA #1 (LEVEL 3 - LIGHT HAZARD) 0.10 GPM/SQ FT OVER REMOTE 900 SQ FT (40% REDUCTION FOR QUICK RESPONSE HEADS BELOW 10'-0" CEILING) WITH 100 GPM HOSE ALLOWANCE.

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ELEVATORS

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GBE

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2i

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5-0

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9-10

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10-6

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DN 2ix-5 GBE

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GBE

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10-3

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UP 2ix1-9 GBE

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(4-0)

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(5-10)

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(3-4)

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(-9)

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(5-3)

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(3-4)

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(4-9)

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(3-8)

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(7-5)

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(2-7)

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(-6)

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(6-11)

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(3-1)

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(-6)

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(9-11)

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(-7)

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(3-3)

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(7-3)

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(3-1)

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(5-7)

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(1-3i)

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(3-6)

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(1-11)

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(2-5i)

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(4-6)

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(3-9)

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3-3

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5-10

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1-6

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6-6i

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1

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3-9i

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7-10i

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1-5i

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8-4

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3-10i

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9-5i

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7-11

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3-2i

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3-2i

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6-6i

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351H

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1

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11-10

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7-10

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1-9

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10-0i

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DN 1ix1-7

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DN 1x2-0 TOE

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10-9

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10-9

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RN 1rx1-3

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RN 1rx1-3

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UP 4x3-10

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INSTALL "AUXILLIARY DRAIN" W/ 1x-6 AND 1" GLOBE VALVE.

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05

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05

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05

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05

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105

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MODEL

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MANUFACTURER

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SIN

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TYPE

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FINISH

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THREAD

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TOTAL

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QUANTITY

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K-FACTOR

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CANOPY

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SYMBOL

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TEMP

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ESCUTCH

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WRENCH

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TYCO

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PEND

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TY323

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i"

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5.6

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200%%D

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95

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N/A

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SPRIG

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200%%D

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W7

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1

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SPRINKLER HEADS - THIRD FLOOR AREA A

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TYCO

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DS-1

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SIDE

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CHROME

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1"

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5.6

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200%%D

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2

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9-5

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*40

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OTS

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1r

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7-7i

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1r

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8-0

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1-4

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2-0i

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1i

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7-11i

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BOD BOS

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05

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352B

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8-6

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*51

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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FX3.01

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1

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4x2i R.C

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1. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. 2. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. 3. ALL HARD PIPE DROPS 1x3'-0" THREAD ONE END U.O.N. ALL HARD PIPE DROPS 1x3'-0" THREAD ONE END U.O.N. 4. ALL DOWNS TO FLEX PIPE 1x2'-0" TOE U.O.N., TERMINATE W/ 1" THREADED ELL U.O.N. ALL DOWNS TO FLEX PIPE 1x2'-0" TOE U.O.N., TERMINATE W/ 1" THREADED ELL U.O.N. 5. ALL SPRIGS 1x2'-0" TOE UNLESS OTHERWISE NOTED. ALL SPRIGS 1x2'-0" TOE UNLESS OTHERWISE NOTED. 6. SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 7. ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A 48" LONG FLEX DROP, SEE DETAIL 1/FX0.1. 8. ALL AREAS OPEN TO STRUCTURE ARE CONCRETE TEE OBSTRUCTED CONSTRUCTION ALL AREAS OPEN TO STRUCTURE ARE CONCRETE TEE OBSTRUCTED CONSTRUCTION 9. PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS 10. ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER NFPA 13-2010 PARAGRAPH 8.6.4.1.2 (5). 11. ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA - 100 GPM HOSE) PER NFPA 13 UNLESS OTHERWISE NOTED WITH SYMBOLS BELOW. SEE REMOTE AREA NOTES FOR REMOTE AREA MODIFICATIONS AS APPLICABLE.

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GENERAL NOTES

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OH1

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OH2

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ORDINARY HAZARD GROUP 1 - 0.15 GPM/SQ FT OVER REMOTE AREA - 250 GPM HOSE ORDINARY HAZARD GROUP 2 - 0.20 GPM/SQ FT OVER REMOTE AREA - 250 GPM HOSE

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TYPICAL HANGER/RESTRAINT DETAILS

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PIPE RING

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ALL THREAD ROD

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ROD COUPLING AND WASHER

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SYMBOL:

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KWIK-BOLT

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y" HILTI KWIK-BOLT TZ

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HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH y"x3-INCH LONG CONCRETE EXPANSION ANCHOR (HILTI, KWIK-BOLT MODEL KB-TZ 3/8x3), y" ROD COUPLING, yxCIF (30" AVERAGE LENGTH FOR LISTING) ATR AND PIPE RING. NOTED: *ALL-THREAD-ROD SHALL BE CADMIUM-ZINC PLATED OR EQUAL. *SEND ATR IN FULL 10' LENGTHS (I.E. NOT CUT AT FABRICATOR). *SEND STRUT IN FULL 20' LENGTHS (I.E. NOT CUT AT FABRICATOR).

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HANGER NOTES

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SYMBOL:

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HILTI MODEL HHDCA r" CONCRETE ANCHOR, TYP. EACH SIDE OF PIPE OR PRESET WIRE TO BE EMBEDDED IN CONCRETE.

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#12 SPLAYED SEISMIC RESTRAINT WIRE WITH (4) TIGHT TURNS MINIMUM AT SCREW

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(2) TIGHT TURNS AROUND PIPE AND WITHIN 24" OF HANGER WITH SURGE CLIP

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COMPUTER LAB

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STAIRS

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STUDENT LOUNGE

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MECHANICAL ROOM

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DARKROOM

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MICROSCOPE ROOM

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BATHROOM

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MAINTENANCE ROOM

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KEYPLAN






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THIRD FLOOR - FIRE SPRINKLER PLAN AREA A

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1/8" = 1'-0"

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FX1.5

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A

325

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0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

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THIRD FLOORFIRE SPRINKLER

PLAN AREA B

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CONFERENCE ROOM

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OFFICE

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ANNEX

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LOBBY

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SITTING AREA

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ADA

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EXISTING 4" STANDPIPE. ACTUAL LOCATION WILL NEED TO BE VERIFIED

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4"

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FX4.01

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2

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OH2

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7-6

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9-0

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20-11

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03

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*48

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*22

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*34

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*12

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12-7

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11-1

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14-0

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NEW 2" MAIN DRAIN

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04

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3A

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BOR3A

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TOR3A

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301A

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302A

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SEE BULK PIPING CONTINUATION ON SECOND FLOOR A/FX1.3

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01

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10-5

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*22

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HYDRAULICALLY REMOTE AREA #3 (THIRD FLOOR ANNEX - LIGHT HAZARD) 0.10 GPM/SQ FT OVER REMOTE 1,500 SQ FT WITH 100 GPM HOSE ALLOWANCE.

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KEYPLAN

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MATCHLINE

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MATCHLINE

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3106

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3108

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2-0i

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SCOPE OF WORK

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THIRD FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR. THE FLOOR SHALL BE ON ITS OWN RISER CONTROL ZONE. THE NEW 2i" MAIN DRAIN SHALL ALSO BE ROUTED THROUGH THE FLOOR AS SHOWN ON THE RISER DRAWINGS.

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BOD BOS

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GBE

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2i

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13-2

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(-6)

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(7-8)

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FX3.01

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CONTRACTOR SHALL ENSURE SAFE INSTALLATION FOR PIPING ABOVE EXISTING METAL LATHE AND PLASTER CEILING. CONTRACTOR SHALL ENSURE COMPLIANCE WITH ALL FEDERAL AND STATE SAFETY REGULATIONS, INCLUDING FALL PROTECTION. FIRE SPRINKLER SUB-CONTRACTOR TO SUBMIT THE SAFETY PLAN FOR THIS SPACE TO THE GENERAL CONTRACTOR.

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THIRD FLOOR ANNEX AREA FIRE SPRINKLER WORK TO BE BID AS ALTERNATE #1

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SCOPE OF WORK(339)

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ROOM 339 CURRENTLY DOES NOT HAVE SPRINKLERS. SPRINKLERS SHALL BE INSTALLED BY THE CONTRACTOR. THE CEILING IN ROOM 339 HAS BEEN TESTED POSITIVE FOR ASBESTOS. WITHIN THIS CONTRACT CONTRACTOR SHALL ABATEMENT THE CEILING IN ROOM 339 AS PER SPECIFICATION 028200 AND PROVIDE NEW SKIM COAT AND PAINT PER SPECIFICATION 092900 AND 09900 RESPECTIVELY.

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1. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. 2. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. 3. ALL HARD PIPE DROPS 1x3'-0" THREAD ONE END U.O.N. ALL HARD PIPE DROPS 1x3'-0" THREAD ONE END U.O.N. 4. ALL DOWNS TO FLEX PIPE 1x2'-0" TOE U.O.N., TERMINATE W/ 1" THREADED ELL U.O.N. ALL DOWNS TO FLEX PIPE 1x2'-0" TOE U.O.N., TERMINATE W/ 1" THREADED ELL U.O.N. 5. SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 6. ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A 48" LONG FLEX DROP, SEE DETAIL 1/FX0.1. 7. PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS 8. ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER NFPA 13-2010 PARAGRAPH 8.6.4.1.2 (5). 9. ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA - 100 GPM HOSE) PER NFPA 13 UNLESS OTHERWISE NOTED WITH SYMBOLS BELOW. SEE REMOTE AREA NOTES FOR REMOTE AREA MODIFICATIONS AS APPLICABLE.

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GENERAL NOTES

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HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH y" C-CLAMP, 12" RETAINER STRAP, yxCIF (12" AVERAGE LENGTH FOR LISTING) ATR AND PIPE RING. NOTED: HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH C-CLAMP TRAPEZE ASSEMBLY; INCLUDING (2) y" C-CLAMPS W/ 12" RETAINER STRAPS, (2) yx-6 ATR W/ NUTS AND WASHERS, 1px4fx12 GA (SECTION MODULUS=0.1.153) STRUT x 10'-0" LONG WITH ELONGATED-HOLES STRUT ASSEMBLY (MAXIMUM 2i" CROSSMAIN WITH 10-FOOT TRAPEZE SPAN PER NFPA 13-2010 TABLE 9.1.1.6.1(A)), y" STRUT NUT, yxCIF (12" AVERAGE LENGTH FOR LISTING) ATR AND PIPE RING. NOTED: HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH C-CLAMP TRAPEZE ASSEMBLY; INCLUDING (2) y" C-CLAMPS W/ 12" RETAINER STRAPS, (2) yx-6 ATR W/ NUTS AND WASHERS, 3rx1px12 GA (SECTION MODULUS=0.628) STRUT x 5'6" LONG WITH ELONGATED-HOLES STRUT ASSEMBLY (MAXIMUM 2i" CROSSMAIN WITH 9-FOOT TRAPEZE SPAN PER NFPA 13-2010 TABLE 9.1.1.6.1(A)), y" STRUT NUT, yxCIF (12" AVERAGE LENGTH FOR LISTING) ATR AND PIPE RING. NOTED: *ALL-THREAD-ROD SHALL BE CADMIUM-ZINC PLATED OR EQUAL. *SEND ATR IN FULL 10' LENGTHS (I.E. NOT CUT AT FABRICATOR). *SEND STRUT IN FULL 20' LENGTHS (I.E. NOT CUT AT FABRICATOR).

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HANGER NOTES

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SYMBOL:

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C-TYPE BEAM CLAMP TRAPEZE ASSEMBLY

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yx-6 ATR WITH y" HEX NUT AND yx1 FLAT WASHER - TOP AND BOTTOM. LOCK WASHER ON ONE SIDE (TYPICAL).

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RETAINING STRAP WITH MINIMUM 1" BENT AROUND BACKSIDE OF BEAM

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STANDARD C-TYPE BEAM CLAMP (MAX s" THROAT) - MOUNT TO TOP FLANGE/CHORD U.O.N.

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y" SPRING LOADED STRUT NUT

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BAND TYPE ADJUSTABLE SWIVEL RING

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ALL THREAD ROD

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12 GAUGE SLOTTED STRUT - SEE HANGER NOTES FOR SIZE

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SYMBOL:

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C-TYPE BEAM CLAMP

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RETAINING STRAP WITH MINIMUM 1" BENT AROUND BACKSIDE OF BEAM

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STANDARD C-TYPE BEAM CLAMP (MAX s" THROAT) - MOUNT TO TOP FLANGE/CHORD U.O.N.

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ALL THREAD ROD

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*SEE HANGER NOTES FOR SIZES

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PLAN KEY NOTES

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CONCEALED SPACE OF NON-COMBUSTIBLE CONSTRUCTION. NO A.S. AS PER NFPA 13-2010 PARAGRAPH 8.15.2.1. SPRINKLERED BELOW AS APART OF THE SECOND FLOOR.

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STAIR SPACE APART OF THE SECOND FLOOR. ENTIRE SECOND FLOOR IS CURRENTLY SPRINKLERED.

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RESTRAINT TO STEEL JOIST

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OPEN WEB JOIST

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EXISTING LATHE & PLASTER CEILING TO BE ABATED FOR ASBESTOS (SEE ASBESTOS SPECIFICATIONS). CONTRACTOR TO PROVIDE NEW FINISH COAT AND PAINT IN ACCORDANCE WITH PAINTING SPECIFICATION.

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THIRD FLOOR ANNEX - FIRE SPRINKLER PLAN AREA B

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1/8" = 1'-0"

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FX1.6

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GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

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PLAN

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LAB

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MECHANICAL ROOM

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HALL

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BATHROOM

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BATHROOM

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MAINTENANCE ROOM

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STAIRS

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STORAGE ROOM

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FOURTH FLOOR - FIRE SPRINKLER PLAN

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EXISTING 6" STANDPIPE IN STAIRWAY

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ROOM INACCESSIBLE AT TIME OF DESIGN. ASSUME ACT CEILING SIMILAR TO FLOORS ABOVE.

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SPRINKLER HEADS - FOURTH FLOOR

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SCOPE OF WORK

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FOURTH FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR. THE FLOOR SHALL BE ON ITS OWN RISER CONTROL ZONE. THE NEW 2i" MAIN DRAIN SHALL ALSO BE ROUTED THROUGH THE FLOOR AS SHOWN ON THE RISER DRAWINGS.

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PROVIDE SPRINKLER UNDERNEATH OBSTRUCTION OVER 4'-0" WIDE

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ROOM NOT PROVIDED WITH FULL HEIGHT WALLS. SPRINKLERS TO BE PROVIDED ABOVE CEILING.

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ALL THREAD ROD

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AutoCAD SHX Text

LAB

AutoCAD SHX Text

DARK ROOM

AutoCAD SHX Text

LAB

AutoCAD SHX Text

HALL

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

HALL

AutoCAD SHX Text

BATHROOM

AutoCAD SHX Text

BATHROOM

AutoCAD SHX Text

CONFERENCE ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OPEN OFFICE

AutoCAD SHX Text

LAB

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

AOR

AutoCAD SHX Text

FIFTH FLOOR - FIRE SPRINKLER PLAN

AutoCAD SHX Text

1/8" = 1'-0"

AutoCAD SHX Text

FX1.8

AutoCAD SHX Text

A

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-0

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

FX4.01

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH2

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH2

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

10-9

AutoCAD SHX Text

*25

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

8-6

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

PLAN KEY NOTES

AutoCAD SHX Text

01

AutoCAD SHX Text


AutoCAD SHX Text

02

AutoCAD SHX Text

02

AutoCAD SHX Text

02

AutoCAD SHX Text

02

AutoCAD SHX Text

12-9

AutoCAD SHX Text

11-7

AutoCAD SHX Text


AutoCAD SHX Text

01

AutoCAD SHX Text

01

AutoCAD SHX Text

9-3

AutoCAD SHX Text

*43

AutoCAD SHX Text

01

AutoCAD SHX Text

9-0

AutoCAD SHX Text

*46

AutoCAD SHX Text

8-6

AutoCAD SHX Text

*52

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

9-6

AutoCAD SHX Text

*40

AutoCAD SHX Text

8-6

AutoCAD SHX Text

*58

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-6

AutoCAD SHX Text

*52

AutoCAD SHX Text

9-8

AutoCAD SHX Text

*38

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

CONCEALED SPACE OF NON-COMBUSTIBLE CONSTRUCTION. NO A.S. AS PER NFPA 13-2010 PARAGRAPH 8.15.2.1

AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

11-2

AutoCAD SHX Text

*20

AutoCAD SHX Text

BOR5

AutoCAD SHX Text

TOR5

AutoCAD SHX Text

5

AutoCAD SHX Text

501

AutoCAD SHX Text

502

AutoCAD SHX Text

503

AutoCAD SHX Text

504

AutoCAD SHX Text


AutoCAD SHX Text

505B

AutoCAD SHX Text

506

AutoCAD SHX Text

507

AutoCAD SHX Text

508

AutoCAD SHX Text

509

AutoCAD SHX Text

510

AutoCAD SHX Text

512

AutoCAD SHX Text

511

AutoCAD SHX Text

HYDRAULICALLY REMOTE AREA #5 (LEVEL 5 - ORDINARY HAZARD I) 0.15 GPM/SQ FT OVER REMOTE 975 SQ FT (35% REDUCTION FOR QUICK RESPONSE HEADS BELOW 12'-9" CEILING) WITH 250 GPM HOSE ALLOWANCE.

AutoCAD SHX Text

502B

AutoCAD SHX Text

502C

AutoCAD SHX Text

503B

AutoCAD SHX Text

503C

AutoCAD SHX Text

503D

AutoCAD SHX Text

503E

AutoCAD SHX Text

5001

AutoCAD SHX Text

5002

AutoCAD SHX Text

5003

AutoCAD SHX Text

5004

AutoCAD SHX Text

5005

AutoCAD SHX Text

5006

AutoCAD SHX Text

5007

AutoCAD SHX Text

5008

AutoCAD SHX Text

5009

AutoCAD SHX Text

5500

AutoCAD SHX Text

5501

AutoCAD SHX Text

5502

AutoCAD SHX Text

5503

AutoCAD SHX Text

5504

AutoCAD SHX Text

5505

AutoCAD SHX Text

5506

AutoCAD SHX Text

5507

AutoCAD SHX Text

5508

AutoCAD SHX Text

5509

AutoCAD SHX Text

5510

AutoCAD SHX Text

5511

AutoCAD SHX Text

507B

AutoCAD SHX Text

507C

AutoCAD SHX Text

SPRINKLER TO PROTECT DUCT OVER 4'-0" IN WIDTH

AutoCAD SHX Text

04

AutoCAD SHX Text

04

AutoCAD SHX Text

ELEVATORS

AutoCAD SHX Text

511B

AutoCAD SHX Text

505

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-9

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-9i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-1i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-9

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-4i

AutoCAD SHX Text

DN 2ix2-2

AutoCAD SHX Text

UP 2ix2-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-9i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-7

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

-7

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-7

AutoCAD SHX Text

UP 2ix2-2 GBE

AutoCAD SHX Text

DN 2ix1-2

AutoCAD SHX Text

UP 2ix1-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

DN 2ix2-2

AutoCAD SHX Text

UP 2ix2-2 GBE

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-5

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-7

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

UP 2ix1-2 GBE

AutoCAD SHX Text

DN 2ix1-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-2

AutoCAD SHX Text

DN 2ixGxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-5i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-1i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-6

AutoCAD SHX Text

(4-3)

AutoCAD SHX Text

(2-9)

AutoCAD SHX Text

(2-0)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(6-5)

AutoCAD SHX Text

(4-1)

AutoCAD SHX Text

(5-3)

AutoCAD SHX Text

(5-3)

AutoCAD SHX Text

(1-4)

AutoCAD SHX Text

(1-5)

AutoCAD SHX Text

(1-1)

AutoCAD SHX Text

(5-8)

AutoCAD SHX Text

(-9)

AutoCAD SHX Text

(8-1i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(1-7)

AutoCAD SHX Text

(4-6)

AutoCAD SHX Text

(4-5)

AutoCAD SHX Text

(1-5)

AutoCAD SHX Text

(1-8)

AutoCAD SHX Text

(7-5)

AutoCAD SHX Text

(4-9)

AutoCAD SHX Text

(2-10)

AutoCAD SHX Text

(9-4)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

(10-0)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(1-8i)

AutoCAD SHX Text

(4-4)

AutoCAD SHX Text

(4-5i)

AutoCAD SHX Text

(3-3)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(-10)

AutoCAD SHX Text

(4-6)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(7-5)

AutoCAD SHX Text

(4-7)

AutoCAD SHX Text

(5-11)

AutoCAD SHX Text

(3-5)

AutoCAD SHX Text

(4-0)

AutoCAD SHX Text

(1-3)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(1-9)

AutoCAD SHX Text

(1-1)

AutoCAD SHX Text

(1-5)

AutoCAD SHX Text

(3-2)

AutoCAD SHX Text

(6-10)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(4-8)

AutoCAD SHX Text

(2-10)

AutoCAD SHX Text

(1-5)

AutoCAD SHX Text

(2-9)

AutoCAD SHX Text

(6-4)

AutoCAD SHX Text

(3-8)

AutoCAD SHX Text

(3-8)

AutoCAD SHX Text

(1-8)

AutoCAD SHX Text

(1-6)

AutoCAD SHX Text

(7-2)

AutoCAD SHX Text

(3-4)

AutoCAD SHX Text

(-4)

AutoCAD SHX Text

(2-3)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

(9-6)

AutoCAD SHX Text

(1-2)

AutoCAD SHX Text

(6-0)

AutoCAD SHX Text

(3-4)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-4)

AutoCAD SHX Text

(8-2)

AutoCAD SHX Text

(4-3)

AutoCAD SHX Text

(2-0)

AutoCAD SHX Text

(2-8)

AutoCAD SHX Text

(5-1)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(3-8)

AutoCAD SHX Text

(5-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(5-6)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(5-7i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-3i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

(10-0)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-0)

AutoCAD SHX Text

(6-0)

AutoCAD SHX Text

(2-0)

AutoCAD SHX Text

(4-7)

AutoCAD SHX Text

(3-10i)

AutoCAD SHX Text

1

AutoCAD SHX Text

8-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

6-4i

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-6i

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1

AutoCAD SHX Text

4-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1

AutoCAD SHX Text

4-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9i

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-5i

AutoCAD SHX Text

1

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1

AutoCAD SHX Text

1-2

AutoCAD SHX Text

1

AutoCAD SHX Text

3-10

AutoCAD SHX Text

1

AutoCAD SHX Text

3-6

AutoCAD SHX Text

1

AutoCAD SHX Text

4-11

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

11-0

AutoCAD SHX Text

DN 1rx1-4

AutoCAD SHX Text

1

AutoCAD SHX Text

3-6

AutoCAD SHX Text

1

AutoCAD SHX Text

3-6

AutoCAD SHX Text

1

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1

AutoCAD SHX Text

-5i

AutoCAD SHX Text

1

AutoCAD SHX Text

-5i

AutoCAD SHX Text

1

AutoCAD SHX Text

-5i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

-9i

AutoCAD SHX Text

1r

AutoCAD SHX Text

-9i

AutoCAD SHX Text

1

AutoCAD SHX Text

2-1i

AutoCAD SHX Text

1

AutoCAD SHX Text

-4

AutoCAD SHX Text

1

AutoCAD SHX Text

6-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-6i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-2

AutoCAD SHX Text

1

AutoCAD SHX Text

5-6

AutoCAD SHX Text

1

AutoCAD SHX Text

-7i

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-7

AutoCAD SHX Text

1

AutoCAD SHX Text

5-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-5

AutoCAD SHX Text

1

AutoCAD SHX Text

6-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-1

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-4i

AutoCAD SHX Text

DN 1rx1-8i

AutoCAD SHX Text

SPRIG 1x1-7

AutoCAD SHX Text

SPRIG 1x1-7

AutoCAD SHX Text

1

AutoCAD SHX Text

10-6

AutoCAD SHX Text

1

AutoCAD SHX Text

9-7

AutoCAD SHX Text

1

AutoCAD SHX Text

3-9i

AutoCAD SHX Text

DN 1rx1-10

AutoCAD SHX Text

1

AutoCAD SHX Text

5-0

AutoCAD SHX Text

1

AutoCAD SHX Text

4-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-4i

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-2

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-11i

AutoCAD SHX Text

1

AutoCAD SHX Text

5-0

AutoCAD SHX Text

1

AutoCAD SHX Text

4-8

AutoCAD SHX Text

1

AutoCAD SHX Text

5-0

AutoCAD SHX Text

1

AutoCAD SHX Text

4-8

AutoCAD SHX Text

1

AutoCAD SHX Text

3-4i

AutoCAD SHX Text

1

AutoCAD SHX Text

4-3

AutoCAD SHX Text

1

AutoCAD SHX Text

3-4i

AutoCAD SHX Text

1

AutoCAD SHX Text

4-3

AutoCAD SHX Text

1

AutoCAD SHX Text

15-4i

AutoCAD SHX Text

1

AutoCAD SHX Text

13-9i

AutoCAD SHX Text

1

AutoCAD SHX Text

13-8i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-5

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-6

AutoCAD SHX Text

1

AutoCAD SHX Text

1-6

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1

AutoCAD SHX Text

1-11

AutoCAD SHX Text

1

AutoCAD SHX Text

1-11

AutoCAD SHX Text

1

AutoCAD SHX Text

1-11

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-2i

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-8

AutoCAD SHX Text

1

AutoCAD SHX Text

5-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-2

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-11i

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-3i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-4

AutoCAD SHX Text

DN 1rx2-0

AutoCAD SHX Text

1

AutoCAD SHX Text

5-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

6-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-4

AutoCAD SHX Text

SPRIG 1x2-0

AutoCAD SHX Text

SPRIG 1x2-0

AutoCAD SHX Text

SPRIG 1x2-0

AutoCAD SHX Text

1

AutoCAD SHX Text

6-9

AutoCAD SHX Text

1

AutoCAD SHX Text

1-5i

AutoCAD SHX Text

1

AutoCAD SHX Text

7-4i

AutoCAD SHX Text

1

AutoCAD SHX Text

2-8i

AutoCAD SHX Text

1

AutoCAD SHX Text

2-0i

AutoCAD SHX Text

1

AutoCAD SHX Text

8-9i

AutoCAD SHX Text

1

AutoCAD SHX Text

8-3

AutoCAD SHX Text

1

AutoCAD SHX Text

6-2

AutoCAD SHX Text

1

AutoCAD SHX Text

2-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

8-3

AutoCAD SHX Text

1

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1

AutoCAD SHX Text

6-6

AutoCAD SHX Text

1

AutoCAD SHX Text

5-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1

AutoCAD SHX Text

5-4

AutoCAD SHX Text

1

AutoCAD SHX Text

5-11

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1

AutoCAD SHX Text

4-4

AutoCAD SHX Text

1

AutoCAD SHX Text

1-6

AutoCAD SHX Text

1

AutoCAD SHX Text

2-6

AutoCAD SHX Text

1

AutoCAD SHX Text

-11

AutoCAD SHX Text

1

AutoCAD SHX Text

7-4

AutoCAD SHX Text

1

AutoCAD SHX Text

3-10

AutoCAD SHX Text

1

AutoCAD SHX Text

1-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-0

AutoCAD SHX Text

1

AutoCAD SHX Text

5-10

AutoCAD SHX Text

1

AutoCAD SHX Text

5-1

AutoCAD SHX Text

1

AutoCAD SHX Text

1-11

AutoCAD SHX Text

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4-1

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3-9

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8-7

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1r

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ACTUAL: 975 SQ FT

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ACTUAL: 946 SQ FT

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UP 4x5-1 GBE

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03

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03

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03

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DN 1x2-0 CIF TO 1" TEE AND PLUG, DN TO DRY PENDENT. FIELD ORDER 'A' LENGTH

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MODEL

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MANUFACTURER

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SIN

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TYPE

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THREAD

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TOTAL

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QUANTITY

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K-FACTOR

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TEMP

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ESCUTCH

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WRENCH

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TYCO

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TY-FRB

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PEND

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TY323

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WHITE

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i"

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5.6

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RECD

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STY15

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200%%D

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W7

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75

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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ON-LINE

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200%%D

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W7

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36

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TYCO

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TY-FRB

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UP

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BRASS

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200%%D

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W7

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8

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SPRINKLER HEADS - FIFTH FLOOR

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SCOPE OF WORK

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FIFTH FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR. THE FLOOR SHALL BE ON ITS OWN RISER CONTROL ZONE. THE NEW 2i" MAIN DRAIN SHALL ALSO BE ROUTED THROUGH THE FLOOR AS SHOWN ON THE RISER DRAWINGS.

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TYCO

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DS-1

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PEND

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TY3255

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WHITE

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1"

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5.6

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REC'D

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STANDRD

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200%%D

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W7

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1

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SPRIG 1x1-2

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SPRIG 1x1-2

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SPRIG 1x1-2

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BOD BOS

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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FX3.01

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1

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4x2i R.C

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GENERAL NOTES

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OH1

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OH2

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PIPE RING

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ALL THREAD ROD

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SYMBOL:

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KWIK-BOLT

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HANGER NOTES

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SYMBOL:

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605D

605C

605A

605B

603RR

605609CU

611

617

621

621A

699CO

603PC

601RR

629ME

627

698CO

699CO

631

635

637A 641A

641ME

641

640

618

642

622

631A 633A

633

637

627A

622A

618A

600RR

602

699S1

698S2

699E1698E2

TS

0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

0'

GRAPHIC SCALE :

1' 2' 4' 6'

1/2"=1'-0"

PPA#18-2184


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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

BMHJAA

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FX1.9

SIXTH FLOORFIRE SPRINKLER

PLAN

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UP

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DN

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DN

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UP

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H

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OPEN OFFICE

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LAB

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CONFERENCE ROOM

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LAB

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LAB

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OFFICE

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LAB

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LAB

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LAB

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LAB

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LAB

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LAB

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BATHROOM

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BATHROOM

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STAIRS

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STAIRS

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STORAGE ROOM

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MECHANICAL ROOM

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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BATHROOM

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MULTI OFFICE

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COMP. EQUIPMENT

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AUTO- CLAVE ROOM

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PHOTO LAB

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MAINTENANCE ROOM

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LAB

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HALL

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HALL

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HALL

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CLOSET

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ELEV

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SIXTH FLOOR - FIRE SPRINKLER PLAN

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1/8" = 1'-0"

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FX1.9

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A

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PLAN KEY NOTES

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01

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CONTRACTOR TO DEMOLISH ALL EQUIPMENT ASSOCIATED WITH THE EXISTING PRE-ACTION SYSTEM. SEE DETAIL 2/FX1.9. ROOM IS CURRENTLY SPRINKLERED BY EXISTING WET SYSTEM PIPING, TO REMAIN

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02

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CONNECT NEW SPRINKLER HEAD INTO EXISTING WET FIRE SPRINKLER MAIN AS SHOWN. PROVIDE 10'-0" OF 1" BLACK STEEL PIPE AND (4) ELL'S FOR LISTING

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02

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01

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SIXTH FLOOR IS CURRENTLY SPRINKLERED. NO SPRINKLER WORK TO BE DONE IN HATCHED AREA.

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NO WORK TO BE DONE ON EXISTING RISER EXCEPT AS SHOWN ON DETAIL 1/FX1.9 AND 3/FX1.9

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03

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FX1.9

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1

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SIXTH FLOOR FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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FL

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FL

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FL

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FL

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2iX2 RC

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INSTALL FLEX COUPLING WITHIN 1'-0" OF CEILING

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2ix2 GROOVED REDUCING COUPLING

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2i" GROOVED TEE - SHORT TAKOUT

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4" GROOVED ELL - SHORT TAKEOUT

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2i" FLEX COUPLING

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A

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F

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RISER LEGEND

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G

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H

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4" GROOVED BUTTERFLY VALVE WITH BUILT-IN TAMPER SWITCH

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2i" RISER CLAMP

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4" RISER MANIFOLD WITH FLOW SWITCH

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B

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C

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D

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E

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A

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B

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C

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C

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D

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D

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I

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4" FLEX COUPLING

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I

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I

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H

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G

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E

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F

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CONNECT INTO EXISTING 6" STANDPIPE W/ A 4x6 MECH. TEE AND 4x1-6 GOE PIECE

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FX1.9

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1

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CONTRACTOR TO DEMOLISH ALL VERTICAL 2" GALVANIZED MAIN DRAIN PIPING. TYPICAL OF ALL FLOORS BELOW THE SIXTH FLOOR

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FX1.9

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2

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SIXTH FLOOR FIRE SPRINKLER PRE-ACTION RISER DETAIL - DEMO

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1/2" = 1'-0"

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OPEN

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OPEN

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S

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H

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U

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T

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IN CASE OF FIRE

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TURN HANDLE UNTIL

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MANUAL EMERGENCY

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RELEASING STATION

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FLOW INDICATOR POINTS

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AT "OPEN" POSITION

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R

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THE RELIABLE AUTOMATIC SPRINKLER CO., INC.

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W

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A

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T

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A

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E

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L

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A

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B

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L

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E

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704A

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1

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2"

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IS 29FT. OF 1 PIPE

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CALCULATED. FRICTION LOSS

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175 PSI

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MUST BE HYDRAULICALLY

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1997

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R

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2"

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1

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1 MODEL H

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LISTED

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DELUGE SYSTEM

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U.S. PAT. NO. 5,720,351

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11-1

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*18

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9-2

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*43

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CAP 1i" ELL

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DEMO PRE-ACTION RISER AND ALL ASSOCIATED PIPING AS SHOWN.

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FX1.9

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3

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SIXTH FLOOR REPLACEMENT PIPING

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1/2" = 1'-0"

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11-1

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*18

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9-2

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*43

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FL

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FL

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EXISTING 4" RISER

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SCOPE OF WORK

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SIXTH FLOOR IS CURRENTLY SPRINKLERED. CONTRACTOR TO PERFORM NO WORK ON SPRINKLER SYSTEM OTHER THAN WHAT IS SHOWN ON DRAWINGS. ROOM 618 IS CURRENTLY PROTECTED BY AN EXISTING PRE-ACTION SPRINKLER SYSTEM. THE PRE-ACTION SPRINKLER SYSTEM IS TO BE DEMOLISHED IN ITS ENTIRETY. THE EXISTING SPRINKLER HEAD IN THE ROOM 618 IS TO BE CONNECTED INTO THE EXISTING SIXTH FLOOR SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS. ADDITIONALLY, THE EXISTING 2" MAIN DRAIN IS TO BE DEMOLISHED AND A NEW 2i" DRAIN IS TO BE INSTALLED AS SHOWN ON THE DRAWINGS.

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1

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5-9i

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MECH. TEE

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TOE

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2GALV

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2-0

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GOE

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3

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4-0

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NEW 3" SHORT TAKOUT GROOVED ELL, TYP.

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GOE

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3

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1-0

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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FX3.01

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1

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J

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4" GROOVED CHECK VALVE

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03






711

710

710A

706

705

702

708

707

739738714

712

715

716

709

713717

718

719

720736

735

733

730

728

732

731

701A

701

703

704A

704

700B

721

722 723

724

725

734

726

729

727

737

700A

0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

TOLCO

PPA#18-2184


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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

BMHJAA

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FX1.10

SEVENTH FLOORFIRE SPRINKLER

PLAN

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AHU

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UP

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DN

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DN

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UP

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HOOD

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H

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6

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4

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3

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1

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10

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8

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2

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5

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9

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B

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D

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F

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A

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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OFFICE

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LAB

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LAB

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LAB

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LAB

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CONFERENCE ROOM

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LAB

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LAB STORAGE

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LAB

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MECHANICAL ROOM

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MECHANICAL ROOM

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OFFICE

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OFFICE

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LAB

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LAB

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BATHROOM

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BATHROOM

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LAB

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LAB

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HALL

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HALL

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HALL

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HALL

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STAIRS

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STAIRS

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CHASE

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ELEV

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ELEV

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MAINT.

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OPEN OFFICE

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OFFICE

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AOR

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SEVENTH FLOOR - FIRE SPRINKLER PLAN

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1/8" = 1'-0"

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FX1.10

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A

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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8-0

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FX4.01

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OH1

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OH1

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OH1

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OH1

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OH1

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OH1

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OH1

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OH1

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OH1

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OH1

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OH2

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OH2

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OH2

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OTS

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OTS

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OTS

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OTS

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OTS

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OTS

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OTS

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OTS

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OTS

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OTS

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PLAN KEY NOTES

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CONTRACTOR TO CUT & REPAIR CEILINGS AS REQUIRED.

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02

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02

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02

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02

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01

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01

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11-1

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*20

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12-9

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11-7

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01

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01

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01

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01

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9-9

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11-1

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8-5

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9-6

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*39

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8-6

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*51

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9-6

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*39

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12-3

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*6

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9-8

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*37

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10-5

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*28

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10-5

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*28

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8-6

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*51

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11-1

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*20

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10-1

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*32

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8-11

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*46

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11-1

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*20

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11-1

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*20

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9-8

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11-1

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9-8

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8-6

AutoCAD SHX Text

*51

AutoCAD SHX Text


AutoCAD SHX Text

BOR7

AutoCAD SHX Text

TOR7

AutoCAD SHX Text

7

AutoCAD SHX Text

701

AutoCAD SHX Text

702

AutoCAD SHX Text

703

AutoCAD SHX Text

704

AutoCAD SHX Text

705

AutoCAD SHX Text

706

AutoCAD SHX Text

707

AutoCAD SHX Text

709

AutoCAD SHX Text

11-1

AutoCAD SHX Text

*20

AutoCAD SHX Text

STARTS AT 92'5

AutoCAD SHX Text

11-1

AutoCAD SHX Text

*20

AutoCAD SHX Text

7001

AutoCAD SHX Text

7002

AutoCAD SHX Text

7003

AutoCAD SHX Text

7004

AutoCAD SHX Text

7005

AutoCAD SHX Text

7006

AutoCAD SHX Text

7007

AutoCAD SHX Text

7008

AutoCAD SHX Text

7009

AutoCAD SHX Text

7010

AutoCAD SHX Text

7011

AutoCAD SHX Text

7012

AutoCAD SHX Text

7013

AutoCAD SHX Text

7014

AutoCAD SHX Text

708

AutoCAD SHX Text

708T

AutoCAD SHX Text

707T

AutoCAD SHX Text

706T

AutoCAD SHX Text

705T

AutoCAD SHX Text

ELEVATORS

AutoCAD SHX Text

SCOPE OF WORK

AutoCAD SHX Text

SEVENTH FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR. THE FLOOR SHALL BE ON ITS OWN RISER CONTROL ZONE. THE NEW 2i" MAIN DRAIN SHALL ALSO BE ROUTED THROUGH THE FLOOR AS SHOWN ON THE RISER DRAWINGS.

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

4-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

4-7

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

4-11i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

2-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-10

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-2

AutoCAD SHX Text

DN 2ix2-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-10i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-4i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-3

AutoCAD SHX Text

UP 2ix-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-11i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

UP 2ix2-3 GBE

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-10

AutoCAD SHX Text

DN 2ix2-1

AutoCAD SHX Text

UP 2ix-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

UP 2ix1-5

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

7-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-5

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-4i

AutoCAD SHX Text

DN 2ix-3 GBE

AutoCAD SHX Text

DN 2ix1-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-5i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-7i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-1

AutoCAD SHX Text

DN 2ix1-1 GBE

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-4i

AutoCAD SHX Text

UP 2ix2-2 GBE

AutoCAD SHX Text

UP 2iGxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-0i

AutoCAD SHX Text

UP 2ix1-1

AutoCAD SHX Text

1

AutoCAD SHX Text

9-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-3i

AutoCAD SHX Text

1r

AutoCAD SHX Text

6-4

AutoCAD SHX Text

1

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1

AutoCAD SHX Text

9-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-3i

AutoCAD SHX Text

1r

AutoCAD SHX Text

6-4

AutoCAD SHX Text

1

AutoCAD SHX Text

1-7

AutoCAD SHX Text

(4-5i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(5-6)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(5-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(7-5)

AutoCAD SHX Text

(2-5)

AutoCAD SHX Text

(8-1)

AutoCAD SHX Text

(2-3)

AutoCAD SHX Text

(1-8)

AutoCAD SHX Text

(6-7)

AutoCAD SHX Text

(3-4)

AutoCAD SHX Text

(1-10)

AutoCAD SHX Text

(1-7)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-9)

AutoCAD SHX Text

(3-8)

AutoCAD SHX Text

(2-1)

AutoCAD SHX Text

(6-3)

AutoCAD SHX Text

(4-3)

AutoCAD SHX Text

(5-7)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(4-11)

AutoCAD SHX Text

(5-7)

AutoCAD SHX Text

(5-9)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(1-8)

AutoCAD SHX Text

(-11)

AutoCAD SHX Text

(2-4)

AutoCAD SHX Text

(4-11)

AutoCAD SHX Text

(5-7)

AutoCAD SHX Text

(5-4)

AutoCAD SHX Text

(3-10)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(5-1)

AutoCAD SHX Text

(1-4)

AutoCAD SHX Text

(8-6)

AutoCAD SHX Text

(2-0)

AutoCAD SHX Text

(7-1)

AutoCAD SHX Text

(3-5)

AutoCAD SHX Text

(9-6)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

(9-0)

AutoCAD SHX Text

(1-6)

AutoCAD SHX Text

(7-6)

AutoCAD SHX Text

(-10)

AutoCAD SHX Text

(6-7)

AutoCAD SHX Text

(3-5)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(9-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-6)

AutoCAD SHX Text

(4-1)

AutoCAD SHX Text

(1-11)

AutoCAD SHX Text

(7-1)

AutoCAD SHX Text

(3-8)

AutoCAD SHX Text

(4-10i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(6-5)

AutoCAD SHX Text

(3-1)

AutoCAD SHX Text

(4-2)

AutoCAD SHX Text

(3-3)

AutoCAD SHX Text

(1-4)

AutoCAD SHX Text

(1-4)

AutoCAD SHX Text

1

AutoCAD SHX Text

1-10i

AutoCAD SHX Text

1

AutoCAD SHX Text

17-3

AutoCAD SHX Text

1

AutoCAD SHX Text

1-10i

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-5

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1

AutoCAD SHX Text

5-2i

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-4

AutoCAD SHX Text

1

AutoCAD SHX Text

11-3

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-4i

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-3i

AutoCAD SHX Text

DN 1rx1-2i

AutoCAD SHX Text

UP 1x1-3

AutoCAD SHX Text

UP 1x1-3

AutoCAD SHX Text

UP 1x1-3

AutoCAD SHX Text

1

AutoCAD SHX Text

4-4

AutoCAD SHX Text

1

AutoCAD SHX Text

1-2i

AutoCAD SHX Text

1

AutoCAD SHX Text

2-9i

AutoCAD SHX Text

1

AutoCAD SHX Text

6-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-7i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-2

AutoCAD SHX Text

1

AutoCAD SHX Text

1-4

AutoCAD SHX Text

1

AutoCAD SHX Text

6-10

AutoCAD SHX Text

1

AutoCAD SHX Text

6-10

AutoCAD SHX Text

1

AutoCAD SHX Text

2-11

AutoCAD SHX Text

1

AutoCAD SHX Text

2-11

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

5-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-11

AutoCAD SHX Text

1

AutoCAD SHX Text

1-3

AutoCAD SHX Text

1

AutoCAD SHX Text

-10

AutoCAD SHX Text

1

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-9i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-7

AutoCAD SHX Text

1

AutoCAD SHX Text

-6

AutoCAD SHX Text

1

AutoCAD SHX Text

-6

AutoCAD SHX Text

1

AutoCAD SHX Text

-6

AutoCAD SHX Text

1

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-9i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-7

AutoCAD SHX Text

1

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-9i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-7

AutoCAD SHX Text

1rx2-4i

AutoCAD SHX Text

1rx2-4i

AutoCAD SHX Text

1rx2-4i

AutoCAD SHX Text

1rx2-4i

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-7

AutoCAD SHX Text

1

AutoCAD SHX Text

1-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

1-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

1-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

8-9

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-2

AutoCAD SHX Text

1r

AutoCAD SHX Text

-10i

AutoCAD SHX Text

1r

AutoCAD SHX Text

-10i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-4

AutoCAD SHX Text

(2-7)

AutoCAD SHX Text

(7-11)

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-11i

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1

AutoCAD SHX Text

1-11

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-9

AutoCAD SHX Text

1

AutoCAD SHX Text

3-1

AutoCAD SHX Text

1

AutoCAD SHX Text

3-1

AutoCAD SHX Text

1

AutoCAD SHX Text

8-5i

AutoCAD SHX Text

1r

AutoCAD SHX Text

-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-8i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-2

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-8

AutoCAD SHX Text

1

AutoCAD SHX Text

10-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

-8

AutoCAD SHX Text

1

AutoCAD SHX Text

10-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

-8

AutoCAD SHX Text

1

AutoCAD SHX Text

9-8

AutoCAD SHX Text

1

AutoCAD SHX Text

4-4i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-2i

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-9

AutoCAD SHX Text

1rx1-3i

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-4

AutoCAD SHX Text

1rx1-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-8i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-7

AutoCAD SHX Text

1

AutoCAD SHX Text

-10i

AutoCAD SHX Text

1rx1-3i

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

6-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-4

AutoCAD SHX Text

1

AutoCAD SHX Text

-4

AutoCAD SHX Text

1

AutoCAD SHX Text

-4

AutoCAD SHX Text

1

AutoCAD SHX Text

-8

AutoCAD SHX Text

1

AutoCAD SHX Text

-8

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-0

AutoCAD SHX Text

1

AutoCAD SHX Text

1-8

AutoCAD SHX Text

1

AutoCAD SHX Text

4-0

AutoCAD SHX Text

1

AutoCAD SHX Text

6-7i

AutoCAD SHX Text

1

AutoCAD SHX Text

3-6

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-0i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-0

AutoCAD SHX Text

1

AutoCAD SHX Text

5-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-11

AutoCAD SHX Text

1

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-2

AutoCAD SHX Text

1

AutoCAD SHX Text

4-7i

AutoCAD SHX Text

1

AutoCAD SHX Text

4-5

AutoCAD SHX Text

1

AutoCAD SHX Text

2-3

AutoCAD SHX Text

1

AutoCAD SHX Text

2-5

AutoCAD SHX Text

1

AutoCAD SHX Text

7-8i

AutoCAD SHX Text

1

AutoCAD SHX Text

-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

4-11

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-10

AutoCAD SHX Text

UP 1rx-4

AutoCAD SHX Text

RN 1rx-5

AutoCAD SHX Text

RN 1rx-5

AutoCAD SHX Text

RN 1rx-5

AutoCAD SHX Text

RN 1rx-5

AutoCAD SHX Text

1

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1

AutoCAD SHX Text

5-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-6

AutoCAD SHX Text

1

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-6

AutoCAD SHX Text

1

AutoCAD SHX Text

2-1

AutoCAD SHX Text

1

AutoCAD SHX Text

-10

AutoCAD SHX Text

1

AutoCAD SHX Text

-10

AutoCAD SHX Text

1

AutoCAD SHX Text

2-1

AutoCAD SHX Text

1

AutoCAD SHX Text

3-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

3-8

AutoCAD SHX Text

1

AutoCAD SHX Text

3-1

AutoCAD SHX Text

1

AutoCAD SHX Text

2-1

AutoCAD SHX Text

1

AutoCAD SHX Text

1-5

AutoCAD SHX Text

1

AutoCAD SHX Text

7-3

AutoCAD SHX Text

1

AutoCAD SHX Text

2-8

AutoCAD SHX Text

1

AutoCAD SHX Text

5-3

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-1

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-1

AutoCAD SHX Text

UP 1x1-3

AutoCAD SHX Text

1

AutoCAD SHX Text

9-6

AutoCAD SHX Text

DN 1x2-0

AutoCAD SHX Text

1

AutoCAD SHX Text

1-3

AutoCAD SHX Text

1

AutoCAD SHX Text

2-6

AutoCAD SHX Text

1

AutoCAD SHX Text

7-10

AutoCAD SHX Text

1

AutoCAD SHX Text

1-6

AutoCAD SHX Text

1

AutoCAD SHX Text

3-6i

AutoCAD SHX Text

1

AutoCAD SHX Text

3-0

AutoCAD SHX Text

1

AutoCAD SHX Text

1-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-8

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-10

AutoCAD SHX Text

1r

AutoCAD SHX Text

2-8

AutoCAD SHX Text

1

AutoCAD SHX Text

7-0

AutoCAD SHX Text

1

AutoCAD SHX Text

1-1

AutoCAD SHX Text

1

AutoCAD SHX Text

1-10

AutoCAD SHX Text

DN 1x2-0 TOE

AutoCAD SHX Text

UP 1x2-0 TOE

AutoCAD SHX Text

DN 1x2-0 TOE

AutoCAD SHX Text

RN 1rx-11

AutoCAD SHX Text

RN 1rx-11

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(3-6i)

AutoCAD SHX Text

(6-4)

AutoCAD SHX Text

(4-2)

AutoCAD SHX Text

DN 1x-CL

AutoCAD SHX Text

DN 1x2-0

AutoCAD SHX Text

DN 1x2-0

AutoCAD SHX Text

115

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

SIN

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

THREAD

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

K-FACTOR

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

ESCUTCH

AutoCAD SHX Text

WRENCH

AutoCAD SHX Text

TYCO

AutoCAD SHX Text

TY-FRB

AutoCAD SHX Text

PEND

AutoCAD SHX Text

TY323

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

i"

AutoCAD SHX Text

5.6

AutoCAD SHX Text

RECD

AutoCAD SHX Text

STY15

AutoCAD SHX Text

200%%D

AutoCAD SHX Text

W7

AutoCAD SHX Text

51

AutoCAD SHX Text

TYCO

AutoCAD SHX Text

TY-FRB

AutoCAD SHX Text

UP

AutoCAD SHX Text

TY313

AutoCAD SHX Text

BRASS

AutoCAD SHX Text

i"

AutoCAD SHX Text

5.6

AutoCAD SHX Text

N/A

AutoCAD SHX Text

ON-LINE

AutoCAD SHX Text

200%%D

AutoCAD SHX Text

W7

AutoCAD SHX Text

55

AutoCAD SHX Text

TYCO

AutoCAD SHX Text

TY-FRB

AutoCAD SHX Text

UP

AutoCAD SHX Text

TY313

AutoCAD SHX Text

BRASS

AutoCAD SHX Text

i"

AutoCAD SHX Text

5.6

AutoCAD SHX Text

N/A

AutoCAD SHX Text

SPRIG

AutoCAD SHX Text

200%%D

AutoCAD SHX Text

W7

AutoCAD SHX Text

9

AutoCAD SHX Text

SPRINKLER HEADS - SEVENTH FLOOR

AutoCAD SHX Text


AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

BOD BOS

AutoCAD SHX Text

NO. A.S. (TYPICAL)

AutoCAD SHX Text

NO. A.S. (TYPICAL)

AutoCAD SHX Text

NO. A.S. (TYPICAL)

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

SPRIG 1x1-3

AutoCAD SHX Text

(4-5)

AutoCAD SHX Text

(6-1)

AutoCAD SHX Text

(4-0i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-6

AutoCAD SHX Text

(4-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

FX3.01

AutoCAD SHX Text

1

AutoCAD SHX Text

UP 4x5-0

AutoCAD SHX Text


AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH2

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PIPE RING

AutoCAD SHX Text

ALL THREAD ROD

AutoCAD SHX Text


AutoCAD SHX Text

SYMBOL:

AutoCAD SHX Text

KWIK-BOLT

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

HANGER NOTES

AutoCAD SHX Text


AutoCAD SHX Text

SYMBOL:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text







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810

809

808 807

812

814B

814

806

814A

813

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815

801

805

830

804

804A

803

827

800A

836A

836

832

828

829

817

816

818

833

834

831

800B

819

823

820

821

822 824

825826

835

837 838

0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

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EIGHT FLOORFIRE SPRINKLER

PLAN

AutoCAD SHX Text

AHU

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

DN

AutoCAD SHX Text

UP

AutoCAD SHX Text

H

AutoCAD SHX Text

6

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

1

AutoCAD SHX Text

10

AutoCAD SHX Text

8

AutoCAD SHX Text

2

AutoCAD SHX Text

5

AutoCAD SHX Text

7

AutoCAD SHX Text

9

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

A

AutoCAD SHX Text

G

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CONFERENCE ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

LAB

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

MULTI OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

HALL

AutoCAD SHX Text

HALL

AutoCAD SHX Text

HALL

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STORAGE ROOM

AutoCAD SHX Text

MECHANICAL ROOM

AutoCAD SHX Text

BATHROOM

AutoCAD SHX Text

BATHROOM

AutoCAD SHX Text

HALL

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text

LAB

AutoCAD SHX Text

LAB

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

MAINTENANCE ROOM

AutoCAD SHX Text

CHASE

AutoCAD SHX Text

MULTI OFFICE

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

AOR

AutoCAD SHX Text

8-0

AutoCAD SHX Text

EIGHTH FLOOR - FIRE SPRINKLER PLAN

AutoCAD SHX Text

1/8" = 1'-0"

AutoCAD SHX Text

FX1.11

AutoCAD SHX Text

A

AutoCAD SHX Text

12-2

AutoCAD SHX Text

11-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

8-0

AutoCAD SHX Text

FX4.01

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

UP

AutoCAD SHX Text

UP TO NINTH FLR

AutoCAD SHX Text


AutoCAD SHX Text

PLAN KEY NOTES

AutoCAD SHX Text

01

AutoCAD SHX Text

EXISTING PIPING UP TO EXISTING ROOF MANIFOLD. SEE ROOF PLAN

AutoCAD SHX Text

01

AutoCAD SHX Text

02

AutoCAD SHX Text

EIGHTH FLOOR RISER MANIFOLD TO FEED ROOF MECHANICAL ROOM AND TOP STAIRWELL. SEE ROOF PLAN FOR CONTINUATION

AutoCAD SHX Text

02

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH2

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OH1

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

OTS

AutoCAD SHX Text

1r" DRAIN FROM ROOF LEVEL

AutoCAD SHX Text


AutoCAD SHX Text

03

AutoCAD SHX Text

03

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

CONTRACTOR TO CUT & REPAIR CEILINGS AS REQUIRED.

AutoCAD SHX Text

04

AutoCAD SHX Text

04

AutoCAD SHX Text

04

AutoCAD SHX Text

04

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

9-0

AutoCAD SHX Text

*38

AutoCAD SHX Text

10-2

AutoCAD SHX Text

*24

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-6

AutoCAD SHX Text

*44

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-3

AutoCAD SHX Text

*47

AutoCAD SHX Text

9-3

AutoCAD SHX Text

*35

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

8-3

AutoCAD SHX Text

*47

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*18

AutoCAD SHX Text

9-1

AutoCAD SHX Text

*37

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

9-1

AutoCAD SHX Text

*35

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

9-0

AutoCAD SHX Text

*38

AutoCAD SHX Text

9-0

AutoCAD SHX Text

*38

AutoCAD SHX Text

9-1

AutoCAD SHX Text

*37

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

EXISTING OS&Y VALVE

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text


AutoCAD SHX Text

8

AutoCAD SHX Text

BOR8

AutoCAD SHX Text

TOR8

AutoCAD SHX Text

800

AutoCAD SHX Text

801

AutoCAD SHX Text

802

AutoCAD SHX Text

803

AutoCAD SHX Text

805

AutoCAD SHX Text

801B

AutoCAD SHX Text

800B

AutoCAD SHX Text

850

AutoCAD SHX Text

851

AutoCAD SHX Text

852

AutoCAD SHX Text

8001

AutoCAD SHX Text

8002

AutoCAD SHX Text

8003

AutoCAD SHX Text

8004

AutoCAD SHX Text

8005

AutoCAD SHX Text

8006

AutoCAD SHX Text

8007

AutoCAD SHX Text

8008

AutoCAD SHX Text

8009

AutoCAD SHX Text

8010

AutoCAD SHX Text

8-6

AutoCAD SHX Text

*44

AutoCAD SHX Text

860

AutoCAD SHX Text

861

AutoCAD SHX Text

862B

AutoCAD SHX Text

863

AutoCAD SHX Text

864

AutoCAD SHX Text

865

AutoCAD SHX Text

8200

AutoCAD SHX Text

8201

AutoCAD SHX Text

8202

AutoCAD SHX Text

8203

AutoCAD SHX Text

8204

AutoCAD SHX Text

8205T

AutoCAD SHX Text

8206

AutoCAD SHX Text

8207T

AutoCAD SHX Text

8208

AutoCAD SHX Text

8209

AutoCAD SHX Text

8210

AutoCAD SHX Text

860B

AutoCAD SHX Text

862

AutoCAD SHX Text

8205

AutoCAD SHX Text

8204T

AutoCAD SHX Text

8207

AutoCAD SHX Text

8209T

AutoCAD SHX Text

8002T

AutoCAD SHX Text

8001T

AutoCAD SHX Text

02

AutoCAD SHX Text


AutoCAD SHX Text

SPRINKLER TO PROTECT DUCT OVER 4'-0" IN WIDTH

AutoCAD SHX Text

05

AutoCAD SHX Text

05

AutoCAD SHX Text

05

AutoCAD SHX Text

05

AutoCAD SHX Text

05

AutoCAD SHX Text

10-6

AutoCAD SHX Text

*20

AutoCAD SHX Text

ELEVATORS

AutoCAD SHX Text

UP TO NINTH FLOOR

AutoCAD SHX Text

9-0

AutoCAD SHX Text

*38

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

3-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

8-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

4

AutoCAD SHX Text

7-10

AutoCAD SHX Text

(2-8)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

4x2i RC

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-2i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-11i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-7i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-4

AutoCAD SHX Text

UP 2ix-6

AutoCAD SHX Text

DN 2ix1-9

AutoCAD SHX Text

DN 2ix-6

AutoCAD SHX Text

UP 2ix1-9

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-9

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-0i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-10

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-4

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-10

AutoCAD SHX Text

DN 2ix-11

AutoCAD SHX Text

UP 2ix-11

AutoCAD SHX Text

INSTALL "AUXILLIARY DRAIN" W/ 1x-6 & 1" GLOBE VALVE

AutoCAD SHX Text

06

AutoCAD SHX Text

06

AutoCAD SHX Text

06

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

12-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-0i

AutoCAD SHX Text

DN 2ix1-6

AutoCAD SHX Text

UP 2ix1-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-3i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-3

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-2

AutoCAD SHX Text

DN 2ix1-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-2i

AutoCAD SHX Text

UP 2ixGxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

GxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

UP 2ixGxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-0

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-11

AutoCAD SHX Text

UP 2ix1-6

AutoCAD SHX Text

UP 4x-10 GBE

AutoCAD SHX Text

UP 4x3-0

AutoCAD SHX Text

UP 1rx1-10 GBE, 2-0,9-8 W/ (2) FLEX COUPLINGS (1)RISER CLAMP

AutoCAD SHX Text

(8-2)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-10)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(2-6)

AutoCAD SHX Text

(8-0)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-0i)

AutoCAD SHX Text

(7-8)

AutoCAD SHX Text

(1-7i)

AutoCAD SHX Text

(2-8i)

AutoCAD SHX Text

(7-9i)

AutoCAD SHX Text

(1-7i)

AutoCAD SHX Text

(1-7i)

AutoCAD SHX Text

(4-1i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(9-7)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(8-0)

AutoCAD SHX Text

(2-4)

AutoCAD SHX Text

(1-4i)

AutoCAD SHX Text

(1-4i)

AutoCAD SHX Text

(-4)

AutoCAD SHX Text

(2-11)

AutoCAD SHX Text

(2-6i)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(2-3)

AutoCAD SHX Text

(6-7)

AutoCAD SHX Text

(2-4)

AutoCAD SHX Text

(6-1)

AutoCAD SHX Text

(2-11)

AutoCAD SHX Text

(-10)

AutoCAD SHX Text

(3-8i)

AutoCAD SHX Text

(4-4)

AutoCAD SHX Text

(6-11)

AutoCAD SHX Text

(3-7)

AutoCAD SHX Text

(6-5)

AutoCAD SHX Text

(4-1)

AutoCAD SHX Text

(1-5)

AutoCAD SHX Text

(4-3)

AutoCAD SHX Text

(5-11)

AutoCAD SHX Text

(2-3)

AutoCAD SHX Text

(2-4)

AutoCAD SHX Text

(7-6)

AutoCAD SHX Text

(3-0)

AutoCAD SHX Text

(3-8i)

AutoCAD SHX Text

(1-7)

AutoCAD SHX Text

(3-11)

AutoCAD SHX Text

(6-7)

AutoCAD SHX Text

(4-6)

AutoCAD SHX Text

(6-0)

AutoCAD SHX Text

(5-6)

AutoCAD SHX Text

(5-0)

AutoCAD SHX Text

(3-7)

AutoCAD SHX Text

(1-11)

AutoCAD SHX Text

(2-3)

AutoCAD SHX Text

(3-11)

AutoCAD SHX Text

(2-2i)

AutoCAD SHX Text

(7-0)

AutoCAD SHX Text

(4-6)

AutoCAD SHX Text

(6-0)

AutoCAD SHX Text

(2-9)

AutoCAD SHX Text

(7-9)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

(1-0)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

-10i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-5

AutoCAD SHX Text

(3-0)

AutoCAD SHX Text

(3-5)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

5-11

AutoCAD SHX Text

(2-2)

AutoCAD SHX Text

(3-9)

AutoCAD SHX Text

UP 2ix-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-8

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-6

AutoCAD SHX Text

(6-2)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(-5)

AutoCAD SHX Text

(9-7)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-1

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

2-7

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-10

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-2

AutoCAD SHX Text

(6-4)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(7-0)

AutoCAD SHX Text

(2-8)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

9-2

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-6

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

1-8i

AutoCAD SHX Text

(1-3)

AutoCAD SHX Text

(7-11)

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

4-3

AutoCAD SHX Text

UP 2ixGxG

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

11-9

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

3-11i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

6-6i

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

8-11

AutoCAD SHX Text

GBE

AutoCAD SHX Text

2i

AutoCAD SHX Text

10-0

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(8-7)

AutoCAD SHX Text

(-11)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(6-11)

AutoCAD SHX Text

(1-6)

AutoCAD SHX Text

(-6)

AutoCAD SHX Text

(6-2i)

AutoCAD SHX Text

1i

AutoCAD SHX Text

3-4

AutoCAD SHX Text

1i

AutoCAD SHX Text

10-0

AutoCAD SHX Text

1r

AutoCAD SHX Text

10-7i

AutoCAD SHX Text

1r

AutoCAD SHX Text

1-4

AutoCAD SHX Text

1r

AutoCAD SHX Text

8-10i

AutoCAD SHX Text

1r

AutoCAD SHX Text

7-2

AutoCAD SHX Text

1r

AutoCAD SHX Text

9-9

AutoCAD SHX Text

1r

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RN 1rx1-2

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RN 1rx1-2

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RN 1rx1-2

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DN 1x2-4

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DN 1x2-4

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DN 1x2-4

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DN 1x2-0

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UP 1ix1-0

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SPRIG 1x1-4

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UP 1x1-4

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UP 1x1-4

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SPRIG 1x1-4

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SPRIG 1x1-4

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SPRIG 1x1-4

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UP 1x1-4

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UP 1x1-4

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SCOPE OF WORK

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EIGHTH FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR. THE FLOOR SHALL BE ON ITS OWN RISER CONTROL ZONE. THE NEW 2i" MAIN DRAIN SHALL ALSO BE ROUTED THROUGH THE FLOOR AS SHOWN ON THE RISER DRAWINGS.

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DN 1x1-4

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119

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MODEL

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MANUFACTURER

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SIN

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TYPE

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FINISH

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THREAD

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TOTAL

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QUANTITY

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K-FACTOR

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CANOPY

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SYMBOL

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TEMP

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ESCUTCH

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WRENCH

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TYCO

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TY-FRB

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PEND

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TY323

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WHITE

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i"

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5.6

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RECD

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STY15

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200%%D

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W7

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55

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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ON-LINE

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200%%D

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W7

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49

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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SPRIG

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200%%D

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W7

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15

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SPRINKLER HEADS - EIGHTH FLOOR

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06

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06

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06

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06

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06

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BOD BOS

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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NO. A.S. (TYPICAL)

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DN 1x2-0

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FX3.01

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1

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1r

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2-7

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T&G

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1r

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GENERAL NOTES

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OH1

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OH2

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PIPE RING

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ALL THREAD ROD

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SYMBOL:

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KWIK-BOLT

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HANGER NOTES

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SYMBOL:

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AutoCAD SHX Text







901

906B

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GRAPHIC SCALE :

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ROOF PLANFIRE SPRINKLER

PLAN

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UP

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DN

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ROOF BELOW

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DN

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UP

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6

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4

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3

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1

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10

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8

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2

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5

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7

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9

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B

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C

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D

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E

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F

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A

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G

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ELEVATOR MACHINE ROOM

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MECHANICAL

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AT&T

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STAIR

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VERIZON

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STAIR

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MECHANICAL ROOM

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ROOF LEVEL - FIRE SPRINKLER PLAN

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1/8" = 1'-0"

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FX1.12

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A

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13-3

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8-9

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12-9

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*6

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PLAN KEY NOTES

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01

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NON-COMBUSTIBLE STAIR SHAFT WITH NON-COMBUSTIBLE STAIRS. SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE SHAFT AND UNDER THE FIRST ACCESSIBLE LANDING ABOVE THE BOTTOM OF THE SHAFT. AS PER NFPA 13-2010 8.15.3.2.1

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UP FROM EIGHTH FLOOR. TO FEED SPRINKLERS IN MECH. ROOM 903

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EXISTING ROOF MANIFOLD

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UP FROM EIGHT FLOOR. TO FEED SPRINKLERS IN STAIRWELL

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FX4.01

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3

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OH2

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OH2

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OH2

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OH2

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OH2

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OTS

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8-0

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*9

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01

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01

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10-8

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*20

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11-0

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*20

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1-0

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12-9

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*6

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13-3

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02

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ROOMS 906A AND 906B WERE NOT ACCESSIBLE AT TIME OF DESIGN. CONTRACTOR TO ARRANGE SPRINKLER SYSTEMS IN ROOMS AS REQUIRED BY VERIZON AND ATT EQUIPMENT. COORDINATE ACCESS WITH OWNER.

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02

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02

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HYDRAULICALLY REMOTE AREA #9 (ROOF LEVEL - ORDINARY HAZARD II) 0.20 GPM/SQ FT OVER REMOTE 975 SQ FT (35% REDUCTION FOR QUICK RESPONSE HEADS BELOW 13'-3" CEILING) WITH 250 GPM HOSE ALLOWANCE.

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12-8

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11-2

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10-8

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*20

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TOR9

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900

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901

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902

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903

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904

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9001

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9002

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9003

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9004

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9005

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9006

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9007

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9008

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9009

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9010

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9011

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9012

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9013

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9014

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9015

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9000

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902B

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9014B

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03

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DISCHARGE MAIN DRAIN FOR NINTH FLOOR RISER MANIFOLD ONTO EXTERIOR FLAT ROOF.

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03

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04

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NOT USED.

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1rGALV

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1-4i

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1rGALV

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1-7

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DN 1rGALVx8-0 TOE

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GBE

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2i

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-6

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GBE

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2i

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4-2

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GBE

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2i

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3-3

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GBE

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2i

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10-6

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GBE

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2i

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1-7

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GBE

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2i

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11-7

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GBE

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2i

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10-6

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GBE

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2i

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10-6

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GBE

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2i

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3-8

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(-6)

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(2-9)

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GBE

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2i

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11-0

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(2-2)

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(7-6i)

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(1-3i)

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(4-7i)

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(5-10)

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(1-5)

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(1-0)

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(4-1)

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(2-3)

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(2-10)

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(5-3)

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(3-0)

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(2-3)

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(5-4)

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(-11)

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(1-3)

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(3-0)

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(3-2)

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(-6)

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1

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-10

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1i

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11-3i

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1i

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1-4

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1

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2-7

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DN 1x2-0

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05

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SPRINKLER BELOW DUCTING GREATER THAN 4'-0"

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05

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05

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1

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2-7

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DN 1x2-0

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SYMBOL:

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WING TOGGLE-LATH/PLASTER

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r" SHANK x 3" LONG W-TOGGLE SUPERSCREW SAMMY MODEL SST-30 (LISTED UP TO 450 LBS) NFPA 13 (2010 EDITION) 9.2.1.1.2 MAX 1i" PIPE

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ALL THREAD ROD

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METAL LATH AND PLASTER CEILING

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1. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. ALL CEILINGS ARE 8'-0" UNLESS OTHERWISE NOTED. 2. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. ALL COUPLINGS TO BE ZERO FLEX/RIGID UNLESS OTHERWISE NOTED AND/OR REQUIRED BY CODE. 3. ALL DROPS 1x2'-0" TOE UNLESS OTHERWISE NOTED. ALL DROPS 1x2'-0" TOE UNLESS OTHERWISE NOTED. 4. SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY VARY DUE TO CONSTRUCTION CONDITIONS. 5. ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A ALL PENDENT SPRINKLERS IN SUSPENDED ACOUSTICAL TILE CEILINGS SHALL BE INSTALLED ON A 48" LONG FLEX DROP, SEE DETAIL 1/FX0.1. 6. PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS PROVIDE SPLIT CHROME WALL PLATES AT ALL EXPOSED WALL PENETRATIONS IN FINISHED ROOMS 7. ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER ALL UPRIGHT SPRINKLERS ARE LOCATED IN ACCORDANCE WITH OBSTRUCTED CONSTRUCTION PER NFPA 13-2010 PARAGRAPH 8.6.4.1.2 (5). 8. ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA ALL ROOMS ARE CLASSIFIED AS LIGHT HAZARD OCCUPANCY (0.10 GPM/SQ FT OVER REMOTE AREA - 100 GPM HOSE) PER NFPA 13 UNLESS OTHERWISE NOTED WITH SYMBOLS BELOW. SEE REMOTE AREA NOTES FOR REMOTE AREA MODIFICATIONS AS APPLICABLE.

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GENERAL NOTES

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OH1

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OH2

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PIPE RING

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ALL THREAD ROD

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SYMBOL:

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KWIK-BOLT

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HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH y"x3-INCH LONG CONCRETE EXPANSION ANCHOR (HILTI, KWIK-BOLT MODEL KB-TZ 3/8x3), y" ROD COUPLING, yxCIF (30" AVERAGE LENGTH FOR LISTING) ATR AND PIPE RING. NOTED: HANG PIPE LEVEL AT HEIGHT NOTED (* VALUE IS MEASURED VERTICALLY/PLUMB FROM DECKING) WITH W-TOGGLE (r" SHANK X 3" LONG) SUPERSCREW SAMMY MODEL SST-30, y" ATR (6" AVERAGE LENGTH FRO LISTING) AND PIPE RING. NOTED: *ALL-THREAD-ROD SHALL BE CADMIUM-ZINC PLATED OR EQUAL. *SEND ATR IN FULL 10' LENGTHS (I.E. NOT CUT AT FABRICATOR). *SEND STRUT IN FULL 20' LENGTHS (I.E. NOT CUT AT FABRICATOR).

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HANGER NOTES

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SYMBOL:

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1

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8-4

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GBE

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2

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1-8

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(1-6)

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(-6)

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1

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9-10

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1

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8-8

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1

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5-1

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UP 2ix2-3

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1

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11-11

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1

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5-5

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1

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2-7

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1-8

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DN 1x2-0

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05

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NON-COMBUSTIBLE ELEVATOR SHAFT WITH CAR ENCLOSURE COMPLYING WITH ASME A17.1 (SAFETY CODE FOR ELEVATORS AND ESCALATORS). NO SPRINKLER REQUIRED AT TOP PER NFPA 13-2010 PARAGRAPH 8.15.5.5.

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06

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06

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UP 1ix9-9i

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DN 1ix2-9i

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PROVIDE 1i" RISER CLAMP AND FLEX COUPLING ON 1i" RISER

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07

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07

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1

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9-7

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DN 1rx9-8 GBE, 1rx2-0 & 1rx1-10 W/ (2) FLEX COUPLINGS (1)RISER CLAMP

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1

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9-6i

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1r

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3-6

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(-6)

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(1-1)

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RN 1rx-5

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ROOF LEVEL SCOPE OF WORK

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NEW WET PIPE FIRE SPRINKLER SYSTEM THROUGHOUT THE FLOOR. EAST AREA FED BY 2i" RISER OFF EXISTING 6" STANDPIPE SYSTEM. WEST AREA FED BY FLOOR BELOW.

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1r

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-11i

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1r

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4-2

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1r

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4-2

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1r

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4-5i

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1r

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7-8i

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4-6

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1r

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8-10

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3-6

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1r

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2-5

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2-2

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2-2

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1r

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4-4

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1r

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4-4

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1r

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6-3

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1r

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6-3

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1r

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1r

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3-8

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2-5

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31

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MODEL

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MANUFACTURER

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SIN

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TYPE

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FINISH

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THREAD

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TOTAL

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QUANTITY

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K-FACTOR

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CANOPY

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SYMBOL

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TEMP

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ESCUTCH

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WRENCH

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TYCO

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TY-FRB

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PEND

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TY323

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WHITE

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i"

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5.6

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RECD

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STY15

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200%%D

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W7

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1

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TYCO

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TY-FRB

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UP

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TY313

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BRASS

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i"

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5.6

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N/A

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ON-LINE

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200%%D

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W7

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30

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SPRINKLER HEADS - ROOF PLAN

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SCOPE OF WORK

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THE ROOF FLOOR IS CURRENTLY NON-SPRINKLERED. CONTRACTOR SHALL INSTALL A NEW SPRINKLER SYSTEM TO PROTECT THE FLOOR IN LOCATIONS SHOWN. THE MECHANICAL ROOM (903) AND STAIR 900B SHALL BE PROTECTED BY THE EIGHTH FLOOR RISER MANIFOLD. THE NEW MAIN DRAIN FOR THE ROOF FLOOR SHALL BE ROUTED TO DISCHARGE ONTO THE ROOF OF THE BUILDING.

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BOD BOS

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12-9

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*6

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FX3.01

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1

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1

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2-2i

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1

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2-2i






0'

GRAPHIC SCALE :

4' 8' 16' 24'

1/8"=1'-0"

PHYS.

AUAL

LAB

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

107

208

311

408

508

608

708

808

917

CUST.

918

STAIR

'A'

827

MECH. RM.

728

MECH. RM.

626

MECH. RM.

528

MECH. RM.

421

MECH. RM.

304

MECH. RM.

247

MECH. RM.

122

MECH. RM.

HALL

106

CORR.

203

CORR.

B.1

STAIR

'A'

802

CORR.

702

CORR.

602

CORR.

502

CORR.

402

CORR.

303

CORR.

201

VEST.

STAIR

'A'

.

PPA#18-2184


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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

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FX3.01

FIRE SPRINKLERREFERENCESECTIONS

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FIRE SPRINKLER REFERENCE BUILDING SECTION

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1/8" = 1'-0"

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1

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FX3.01

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HATCHED AREAS HAVE EXISTING FIRE SPRINKLER SYSTEMS INSTALLED

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HATCHED AREAS HAVE EXISTING FIRE SPRINKLER SYSTEMS INSTALLED

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PENDENT IN ACT CEILING ON FLEXIBLE DROP, TYP.

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UPRIGHT ON-LINE, TYP

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DRAIN SECTION

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1/8" = 1'-0"

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2

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FX3.01

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FL

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FL

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FL

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FL

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FL

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FL

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FL

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GOE

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2iGALV

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2-0

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OUT 2ix4-1

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GBE

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2i

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3-6

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GBE

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2i

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1-10

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8-9i

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ALL COUPLINGS INSTALLED ON EITHER SIDE OF THE FLOOR SHALL BE OF THE FLEXIBLE TYPE, TYP.

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ALL DRAIN PIPING TO BE GALVANIZED

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EXISTING 4" DRAIN TO REMAIN.

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2ix4 GROOVED CONCENTRIC REDUCER

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REFERENCE BUILDING SECTION

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1/8" = 1'-0"

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3

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FX3.01

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METAL DECK OVER 40" DEEP LH JOISTS

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CONTRACTOR TO PROVIDE ABILITY TO SAFELY INSTALL PIPING ABOVE EXISTING LATHE & PLASTER CEILING. CONTRACTOR TO PROVIDE FALL PROTECTION IN ACCORDANCE W/ OSHA

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EXISTING LATHE & PLASTER CEILING. CEILING TO BE ABATED FOR ASBESTOS (SEE ASBESTOS SPECIFICATIONS). CONTRACTOR TO PROVIDE NEW FINISH COAT AND PAINT IN ACCORDANCE WITH PAINTING SPECIFICATION.






Hydraulically Calculated System

This system as shown on

company print no. dated

for

at contract no

is designed to discharge at a rate of gpm

(l/min) per sq ft (m2) of floor area over a max area of

sq ft (m2) when supplied

with water at the rate of gpm (l/min)

at psi (bars) at the base of the riser

Hose stream allowance of gpm (l/min)

is included in the above.

Occupancy classification

Commodity classification

Maximum storage height

Installed by

COFFMAN ENGINEERS

FX1.5 12/8/19

THIRD FLOOR 1

MSU - LJH190902

0.1

900

192

59

100

LIGHT HAZARD

N/A

N/A

TBD

TS

FS

TS

TS

TS




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.5 12/8/19

THIRD FLOOR 2

MSU - LJH190902

0.1

900

185

58

100

LIGHT HAZARD

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.6 12/8/19

THIRD FLOOR ANNEX

MSU - LJH190902

0.1

1500

274

54

100

LIGHT HAZARD

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.8 12/8/19

FIFTH FLOOR 2

MSU - LJH190902

0.1

900

244

43.5

100

LIGHT HAZARD

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.8 12/8/19

FIFTH FLOOR 1

MSU - LJH190902

0.15

975

176

34

250

ORDINARY HAZARD 1

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.10 12/8/19

SEVENTH FLOOR 1

MSU - LJH190902

0.15

975

236

27

250

ORDINARY HAZARD 1

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.11 12/8/19

EIGHTH FLOOR 2

MSU - LJH190902

0.1

900

186

24

100

LIGHT HAZARD

N/A

N/A

TBD

FS

TS

TS

0'

GRAPHIC SCALE :

1' 2' 4' 6'

1/2"=1'-0"

TS




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.11 12/8/19

EIGHTH FLOOR 1

MSU - LJH190902

0.15

960

204

38

250

LIGHT HAZARD

N/A

N/A

TBD




for

at contract no











Installed by

COFFMAN ENGINEERS

FX1.12 12/8/19

ROOF LEVEL

MSU - LJH190902

0.2

975

278

36

250

LIGHT HAZARD

N/A

N/A

TBD

PPA#18-2184


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DATE12-8-19

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

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FX4.01

ENLARGEDPLANS

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FX4.01

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1

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TYPICAL 4" FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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FL

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4

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AS NOTED

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FL

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FL

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2ix2 RC

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INSTALL FLEX COUPLING WITHIN 1'-0" OF CEILING

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2ix2 GROOVED REDUCING COUPLING

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2i" GROOVED TEE - SHORT TAKOUT

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2i" FLEX COUPLING

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A

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F

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TYPICAL 4" FIRE SPRINKLER RISER LEGEND

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G

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H

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4" GROOVED BUTTERFLY VALVE WITH BUILT-IN TAMPER SWITCH - VICTAULIC, MODEL 705 - PROVIDE "CONTROL VALVE" SIGN WITH CHAIN

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2i" RISER CLAMP

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4" RISER MANIFOLD WITH FLOW SWITCH, TEST AND DRAIN VALVE, PRESSURE GAUGE AND PRESSURE RELIEF VALVE - TYCO-FIRE, MODEL RM-1 (P/N 40651) WHICH HAS A STANDARD 7/16" TEST ORIFICE (K=4.2). - ORDER WITH OPTIONAL 175 PSI PRESSURE RELIEF VALVE - TYCO, MODEL 40731 - NO ADDITIONAL SIGNAGE TO BE PROVIDED - "INSPECTORS TEST" AND "MAIN DRAIN" WORDING CAST IN BODY

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B

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C

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D

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E

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NEW SPARE HEAD CABINET WITH MINIMUM AS REQUIRED PER NFPA #13 (EXCEPT FOR DRY PENDENTS) - (12) HEAD MODEL WITH WRENCHES.

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A

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B

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C

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C

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D

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D

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I

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4" FLEX COUPLING

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I

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I

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H

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G

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E

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F

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FX4.01

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4

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EXISTING/DEMO WATER ENTRY

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1/2" = 1'-0"

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DEMO 6" WAFER STYLE CHECK VALVE

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8x6 REDUCING COMPANION FLANGE

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PIPE STAND

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8" FxG BACKFLOW PREVENTER

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A

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F

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EXISTING/DEMO WATER ENTRY LEGEND

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G

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H

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8" FLANGED TEE

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FLOW SWITCH

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8" FLANGED ELL

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B

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C

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D

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E

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8" GROOVED ELL

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H

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G

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F

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E

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E

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D

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C

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B

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A

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A

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A

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EXISTING MECH. TEE TO BASEMENT SPRINKLERS

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EXISTING SERVICE TO DOMESTIC WATER

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TO EXISTING STANDPIPE SYSTEM. SEE A/FX1.1 FOR CONTINUATION

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WATER ENTRY IS 3'7" OFF BACK WALL

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EXISTING WATER ENTRY

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HEAD BOX

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CONNECT INTO EXISTING 6" STANDPIPE W/ A 4x6 MECH. TEE AND 4x1-0 GOE PIECE

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FX1.1

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1

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FX4.01

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3

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ROOF LEVEL FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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CONNECT INTO EXISTING 6" STANDPIPE W/ A 2ix6 MECH.

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FL

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10-0

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*36

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FX4.01

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5

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NEW WATER ENTRY

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1/2" = 1'-0"

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EXISTING MECH. TEE TO BASEMENT SPRINKLERS

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EXISTING SERVICE TO DOMESTIC WATER

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TO EXISTING STANDPIPE SYSTEM. SEE A/FX1.1 FOR CONTINUATION

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WATER ENTRY IS 3'7" OFF BACK WALL

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EXISTING WATER ENTRY

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FX1.1

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1

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FX4.01

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2

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THIRD FLOOR ANNEX FIRE SPRINKLER RISER DETAIL

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1/2" = 1'-0"

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BOR9

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TOR9

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FLOOR ELEVATION OF BASEMENT USED FOR 0'-0" FOR HYDRAULIC CALCULATIONS

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BOR

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B0

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9

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BOR#

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TOR#

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#

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2i" GROOVED ELL - SHORT TAKEOUT

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1r" ELL - SCREWED

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A

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F

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THIRD FLOOR ANNEX RISER LEGEND

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2i" GROOVED BUTTERFLY VALVE WITH BUILT-IN TAMPER SWITCH - VICTAULIC, MODEL 705 - PROVIDE "CONTROL VALVE" SIGN WITH CHAIN

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2i" RISER MANIFOLD WITH FLOW SWITCH, TEST AND DRAIN VALVE, PRESSURE GAUGE AND PRESSURE RELIEF VALVE - TYCO-FIRE, MODEL RM-1 (P/N 40651) WHICH HAS A STANDARD 7/16" TEST ORIFICE (K=4.2). - ORDER WITH OPTIONAL 175 PSI PRESSURE RELIEF VALVE - TYCO, MODEL 40731 - NO ADDITIONAL SIGNAGE TO BE PROVIDED - "INSPECTORS TEST" AND "MAIN DRAIN" WORDING CAST IN BODY

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B

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C

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D

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E

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2i" FLEX COUPLING

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TERMINATE MAIN DRAIN THROUGH WALL WITH A 1r" GMI 45° AND 1rGALVx-2 TOE. SECURE TO EACH SIDE OFWALL WITH (2) 1r" SOLID GALV WALL PLATES. PROVIDE 5'-0" OF 1rGALV PIPING AND (1) 45 ELL FOR LISITNG.

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A

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B

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C

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D

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D

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D

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E

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E

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F

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2i" GROOVED ELL - SHORT TAKEOUT

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1r" ELL - SCREWED

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A

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F

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ROOF LEVEL RISER LEGEND

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2i" GROOVED BUTTERFLY VALVE WITH BUILT-IN TAMPER SWITCH - VICTAULIC, MODEL 705 - PROVIDE "CONTROL VALVE" SIGN WITH CHAIN

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2i" RISER MANIFOLD WITH FLOW SWITCH, TEST AND DRAIN VALVE, PRESSURE GAUGE AND PRESSURE RELIEF VALVE - TYCO-FIRE, MODEL RM-1 (P/N 40651) WHICH HAS A STANDARD 7/16" TEST ORIFICE (K=4.2). - ORDER WITH OPTIONAL 175 PSI PRESSURE RELIEF VALVE - TYCO, MODEL 40731 - NO ADDITIONAL SIGNAGE TO BE PROVIDED - "INSPECTORS TEST" AND "MAIN DRAIN" WORDING CAST IN BODY

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B

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C

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D

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E

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2i" FLEX COUPLING

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TERMINATE MAIN DRAIN THROUGH WALL WITH A 1r" GMI 45° AND 1rGALVx-2 TOE. SECURE TO EACH SIDE OFWALL WITH (2) 1r" SOLID GALV WALL PLATES.

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F

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E

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E

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D

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C

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C

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C

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C

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B

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A

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3A

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BOR3A

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TOR3A

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CONTRACTOR TO REPAIR WALL AS APART OF THEIR CONTRACT. INSTALL (1) 4" WALL PLATE AT FINISHED WALL.

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G

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"AUXILIARY DRAIN" - W/ 1x-6 AND 1" GLOBE VALVE AND PLUG

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G

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FL

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GOE

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8

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2-0

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PROVIDE (2) 21'-0" PIECES OF 1r" GALVANIZED PIPING FOR MAIN DRAIN AND (7) ELL'S.

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GBE

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2i

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5-7

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2i

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AS NOTED

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GBE

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2GALV

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2-7i

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GBE

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2GALV

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1-3i

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AS NOTED

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HEIGHT OF PIPE MARKED ON FLOOR DRAWINGS

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A

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NEW WATER ENTRY LEGEND

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8" GROOVED FLANGE - VICTAULIC STYLE 741

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B

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8x6 GROOVED REDUCING COUPLING

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A

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B

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AS NOTED. SEE FX1.6 FOR CONTINUATION

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G

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2" DIAMETER PIPESTAND WITH THREADED COMPANION FLANGE BOLTED TO FLOOR W/ (4) y-3s HILTI KWIK-BOLT TZ CONCRETE ANCHOR W/ HEX NUTS & WASHERS, AND PIPE CLAMP WITH WELDED-THREADED CONNECTION AT TOP

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G

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G

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EXISTING 4" STANDPIPE LOCATION. CONTRACTOR TO VERIFY LOCATION WITHIN WALL.

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FL

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FL

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FL

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FL

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2i

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AS NOTED

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GBE

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2i

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5-7i

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10-5

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*22

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GBE

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2i(GALV)

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AS NOTED

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GBE

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2i(GALV)

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1-10i

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GBE

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2i(GALV)

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1-10

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GBE

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2i(GALV)

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1-10

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SEE DETAIL 2/FX3.01 FOR FULL DRAIN DETAIL

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GOE

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3

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2-0

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GBE

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3

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8-11i

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GBE

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3

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-9

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J

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4" GROOVED CHECK VALVE - TYCO-FIRE, MODEL CV-1F

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J

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H

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2i" GROOVED CHECK VALVE - TYCO-FIRE, MODEL CV-1F

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H

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H

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2i" GROOVED CHECK VALVE - TYCO-FIRE, MODEL CV-1F

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H

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PROVIDE PROPER EXPANSION SEALING MATERIAL THROUGH WALL

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THIRD FLOOR ANNEX FIRE SPRINKLER RISER DETAIL SHALL BE INCLUDED IN THE BASE BID. IF ALTERNATE #1 IS NOT AWARDED THE RISER SHALL BE CAPPED AFTER THE RISER MANIFOLD.






leon johnson hall - montana state university - ljh fire supp… · 19/08/2012 · leon johnson...

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