(SIGNED)Upper Ridge Flats - East Building - 10-01-2015 - FP Permit-FP-1HYDRANT FLOW TESTGAGE HYDRANT: HYDRANT 1DATE: 05-23-15 TIME: N/ASTATIC PRESSURE: 89 PSIPITOT PRESSURE: 65 PSI ACTUAL FLOW: 1350 GPMRESIDUAL PRESSURE: 82 PSIPERFORMED BY: NORTHAMPTON DPWFLOW HYDRANT: HYDRANT 2TSFSTSTSFSAIRTSFSTSTSTSFS1 14" CPVC BRANCHLINEFINISHED CEILINGWALLRESIDENTIAL SIDEWALL SPRINKLERSPRINKLER HEAD DETAILNOTE :The Blazemaster CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please readthe following before any activity which could contact this system:Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative isavailable and is recommended. Proof of training may be required by local authorities.CPVC piping components may be damaged by certain substances used in construction and building maintenance.ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils andthread pastes as noted by the manufacturer's installation instructions should be used in contact with this system.DO NOT expose CPVC products to incompatible substances, such as cutting oils, non-water based paints, packingoils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks,adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), andnon-approved spray foam insulation materials.DO NOT expose CPVC products to edible oils, solvents, or glycol-based anti-freeze fluids.When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removedprior to assembly.DO NOT store CPVC products in containers with metal products where it may become damaged or contaminatedwith packing oils.DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatiblematerials.Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures todevelop in CPVC products, resulting in property damage due to leaks or flooding. The presence of any visiblecracks may require partial or full system replacement. Please contact the manufacturer for additional information.FIRST FLOOR227' - 3"SECOND FLOOR237' - 3"THIRD FLOOR247' - 3"BASEMENT217' - 9"T.O. Footing217' - 2"TOP OF WALL226' - 8 1/4"3rd Floor T.O.W.256' - 3"3454.821Heel257' - 9"A3.6D46A3.5B3BEARING/SHEARWALL -SEESTRUCTURALDRAWINGSHAUNCH SLAB BELOWBEARING/SHEAR WALLS - SEESTRUCTURAL DRAWINGSLVL HEADER AT BALCONY DOORS - SEE STRUCTURAL DRAW
INGSSTEEL SUPPORT
BEAM-SEE STRUCTURAL DRAWINGSR-30 WALL INSULATION
TYP.
- SEEDRAWING D4
/A3.6
FOR
DETAILR-60 ATTIC
INSULATION TYP
. - SEEDRAWING A2/A3.6 FOR
DETAILSTEEL AND
WOOD-FRAMEDBALCONIES- SEE SHEET A3.5 FORDETAILSDROPPEDCEILING - SEESHEET A5.14" CONCRETE
SLAB OVER VAPORRETARDER ON 3" (R-15) RIGIDINSULATIONBEARING/SHEARWALL -SEESTRUCTURALDRAWINGSBEARING/SHEARWALL -SEESTRUCTURALDRAWINGSBEARING/SHEARWALL -SEESTRUCTURALDRAWINGS50'-8"
8'-4"
40'-8"
1'-8"4.5EXTEND 5/8 GWB AT UNDERSIDE OF FLOOR JOISTTHROUGHOUT DROPPEDCEILING AREAS TYPICAL5A8CTOP OF SLAB227' - 0 3/4"ELEVATOR PIT213' - 9"FIRST FLOOR227' - 3"SECOND FLOOR237' - 3"THIRD FLOOR247' - 3"BASEMENT217' - 9"T.O. Footing217' - 2"TOP OF WALL226' - 8 1/4"3rd Floor T.O.W.256' - 3"34ELEVATOROVER-RIDE259' - 3"54.8211.8A3.7C2A3.7C1A3.8C1A3.8D4A3.8C46A7.2D3A7.2D112'-0"ELEVATOR OVER-RIDE
A3.8B4TYPICAL
2-HOUR CE
ILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM):-2 1/2" STEEL I-JO
ISTS (MIN
. .020"THICKNESS) @ 24" O.C. w
/ 1
"FIRE-SHIELD SHAFTLINERPANELS-(2)
LAYERS
1
/2"
FIRE-SH
IELD CGYPSUM BOARD-PROVIDE 2 1/2" J-CHANNELSUPPORT AT CEILINGPERIMETER 2x ROOF FRAM
ING -
SEESTRUCTURAL DRAWINGS 2x6 CEILING FRAMING - USEJOIST HANGERS AT LVL BEAMAND SISTER TO
ROOF
FRAM
ING BUILT-UP LVL BEAM
- SEESTRUCTURAL DRAWINGS PREFINISHED ALUMINUM ELEVATORHOISTWAY PENTHOUSE LOUVERVENT WITH MITERED CORNERSTYPICAL 2-HOUR CEILING
MEMBRANE (I-STUD
SHAFTWALLSYSTEM)2-HOUR RATED ELEVATOR
HOISTWAY CAP -SEE
ASSEMBLYNOTES TH
IS DRAW
INGPROVIDE (2) LAYERS R-30 F
IBERGLASS INSULAT
ION OVERHOISTWAY CAPTYP. WOOD-FRAMED STAIRSAND LANDINGS:-RUBBER FINISH-3/4" T&G PLYWOOD SUBFLOOR-2x8 FRAM
ING AT LANDINGS w
/ (4)2x12 STRINGERS PER STAIR RUN- PROV
IDE SLOPE R
ISERS-1/2" G.W.B. CEILINGNOTE: STAIR
STRUCTURE TOBEAR ON STAIR SHAFT
WALLS.SEE STRUCTURAL DRAWINGSFOR TYPICAL LEDGER
DETAILTYPICAL 2-HOUR CEILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM)SEE ASSEMBLY NOTE THISDRAWINGWOOD ROOF
TRUSSES
- TYP.4"12"TYPICAL 2-HOUR CEILINGMEMBRANE (I-STUD SHAFTWALLSYSTEM) @
ELEVATOR MACHINERM.SEE ASSEMBLY NOTE THISDRAWINGTYPICAL LOBBY FLOOR/CEILINGASSEMBLY:- TILE FINISHED FLOOR-1/2" CEMENT BOARDUNDERLAYMENT-3/4" T&G PLYWOOD SUB-FLOOR-2x8 FLOOR JO
ISTS @
16" O.C.-1/2" RESIL
IENT CHANNELS-3 1/2"
ACOUSTIC
INSULATION
INJOIST BAYS-5/8" G.W.B
.ATTIC INSULATION
- SEEDRAWING D2/A3.6PROVIDE 3" CONT. RIGID XPS
INSULATION AT PERIMETER
OFELEV. HOISTWAY WALLS -ATTACH TO WALLS w/ COST.ADHESIVE AND Z-FURRING
-COVER w/ 1/2" G.W.B.
10'-0"10'-0"9'-6"9'-0"A7.232x KNEE-WALL FROM T.O. LVLBEAM TO B.O. 2x ROOF
FRAM
ING
T.O. MASONRY260' - 4 3/4"42'-7 3/4"KNEE-WALL FROM T.O.MASONRY TO B.O. 2x ROOFFRAMING2x ROOF
FRAM
ING - SEESTRUCTURAL DRAWINGS
4.51/2" PLYWD. UPTO UNDERSIDEOF DECKMOTORIZED DAMPERA3.1D1TOP OF SLAB227' - 0 3/4"ELEVATOR PIT213' - 9"9'-3 3/4"34FGCB54.821AHDE1.8D.164.54" / 12"6" / 12"6" / 12"
4" / 12"6" / 12"6" / 12"
4" / 12"6" / 12"6" / 12"
4" / 12"6" / 12"6" / 12"DRY PIPE PITCHALL DRY PIPE TO PITCH FOR DRAINAGEWHERE POSSIBLE. PROVIDE LOW POINTDRAIN-DRUM DRIP ON ALL TRAPPEDSECTIONS.BRANCHLINE PITCH - 1/2" IN 10'MAIN PITCH - 1/4" IN 10'HYDRAULIC DESIGN AREA 1REMOTE AREA LOCATION - ATTICCALCULATED DENSITY - .10 GPM/SQ FTOPERATING AREA - SEVEN MOST DEMANDING(7) K8.0 SPRINKLERS OPERATING MAXIMUM AREA PER HEAD - 360 SQ FTHOSE STREAM DEMAND - 100 GPMPRESSURE REMAINING 14.53 PSITOTAL DEMAND - 372.93 GPM @ 73.82 PSILIGHT HAZARD