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I L
<br />O COUNTY RD. 18 (SHORELINE DR.)
<br />r FDC & Alarm 0
<br />Q.
<br />O
<br />U
<br />Q
<br />U
<br />Static = 58 psi
<br />Residual = 50 psi @ 1,185 gpm
<br />Flow test elevation =
<br />Upper Floor Level
<br />N
<br />Site Plan
<br />NTS
<br />BRASS
<br />1 x 0-4 UPRIGHT
<br />1 x VARIES
<br />1X'/ELL
<br />RISE
<br />BRANCHLINE
<br />"SWING" AS NEEDED TO
<br />ALIGN SPRINKLER
<br />DEFLECTOR WITH
<br />PITCHED ROOF/CEILING
<br />1 x VARIES
<br />DROP
<br />CHROME
<br />PENDENT-�
<br />DETAIL ATTIC UPRIGHT SPRINKLER "SWING"
<br />NTS
<br />GENERAL NOTES:
<br />1. System designed per NFPA 13 - 2002 Edition
<br />2. Building occupancy:
<br />a.) All areas Light Hazard except
<br />b.) Ordinary Group 2 Hazard - Mech., Elec. & Storage rooms
<br />3. All materials used in the installation of this system shall be new
<br />and of current issue. All materials shall be approved by U.L. and/or
<br />F.M., and be in comformance with NFPA 13, as well as the authority
<br />having jurisdiction.
<br />4. Electrical wiring is not part of this contract and shall be performed
<br />by others under seperate contract.
<br />5. The graphical illustration of the locations of sprinkler devices on
<br />this shop drawing is not intended (nor is it a requirement of this
<br />contract) to be "aligned" at the center of ceiling tiles and/or any other
<br />trade (i.e. lights, diffusers).
<br />6. Painting, priming or preparation for painting of the system piping
<br />and/or components is not part of this contract.
<br />7. Hydrostatic testing and/or flushing of above ground piping shall be
<br />performed in accordance with NFPA 13 and shall be witnessed by a
<br />representative of the local authority having jurisdiction.
<br />12
<br />4F
<br />WOOD TRUSSES @
<br />2-0" O.C.
<br />P.I.V.
<br />O
<br />Riser Detail
<br />NTS
<br />23
<br />GROOVED 90 ELBOW
<br />TO SYSTEM
<br />FLOW SWITCH �\
<br />PRESSURE /
<br />GAUGE
<br />4" GROOVED BUTTERFLY VA.
<br />WI TAMPER SW.
<br />4"
<br />Ceiling J
<br />,-Obstruction
<br />10 ..
<br />a
<br />"Beam rule" for ISTANDARD
<br />upright and pendent sprinklers
<br />NFPA 13 - 1999 Edition' - Section 5-6.5.1.2
<br />DRAIN VALVE
<br />OIz
<br />4" GROOVED
<br />CHECK VALVE
<br />"V]C" FLANGE
<br />FLANGE 90°
<br />tq
<br />Xw
<br />INSPECTOR'S TEST CONNECTION
<br />NTS
<br />8. Installation, flushing an( testing of underground piping and
<br />components is not part of his contract and shall be performed by
<br />others.
<br />9. In area subject to freezi 1g conditions, it is the Owner's
<br />responsibilty to provide he st throughout wet pipe sprinkler system
<br />areas and enclosures.
<br />10. THREADED pipe 2" aid smaller to be Allied XL threadable
<br />thinwall.
<br />11. GROOVED pipe to be (Dyna -Flow
<br />12. Hangers to be installe I in conformance with NFPA 13. This
<br />contract does not include 1ny material or device to improve the
<br />structural strength of the t uilding to enable it to carry the load of the
<br />fire protection system.
<br />13. Floor area: 3,970 sq.fl
<br />14. Flow test: Static 58 ps
<br />Residual 5( psi @ 1,185 gpm.
<br />Flow test elev. = Uppe - floor elev.
<br />15. All sprinklers to be Qu ck Response.
<br />4'-4" 2 3-6"
<br />2�/=" TOP OF TRUSS
<br />12 4 129'-71 /4"
<br />2
<br />12
<br />NEW 2" CONCRETE TOPPING
<br />• NEW 8" P.C. PLANK
<br />F.F.E.=109'-7 3/8"
<br />BOT. 10" BEAM =
<br />107'-11 3/8"
<br />o,
<br />NEW CONC. FLOOR SLAB
<br />• F.F.E.=100'-0"
<br />Section "A"
<br />Scale: 1/8" = V-0"
<br />allowable
<br />Distance from
<br />distance of deflector
<br />distance
<br />Sprinkler to side of
<br />above bottom of
<br />Obstruction (a)
<br />Obstruction (b)
<br />Less than 1'40"
<br />0"
<br />1'-0" to less than 1'-6"
<br />255"
<br />V-6' to less than 2'-0"
<br />3'W"
<br />2'-0" to lessthan 2'-T
<br />555"
<br />2'-6" to less than 3'-0"
<br />754"
<br />3-0" to less than 3'-6"
<br />9W
<br />3'-6" to less than 4'-("
<br />F.F.E.=109'-13/4"
<br />4'-0" to less than 4'-6"
<br />1'-2"
<br />4-0" to less than 5'-(r
<br />1455"
<br />5-0" and greater
<br />1' 6"
<br />"Beam rule" for ISTANDARD
<br />upright and pendent sprinklers
<br />NFPA 13 - 1999 Edition' - Section 5-6.5.1.2
<br />DRAIN VALVE
<br />OIz
<br />4" GROOVED
<br />CHECK VALVE
<br />"V]C" FLANGE
<br />FLANGE 90°
<br />tq
<br />Xw
<br />INSPECTOR'S TEST CONNECTION
<br />NTS
<br />8. Installation, flushing an( testing of underground piping and
<br />components is not part of his contract and shall be performed by
<br />others.
<br />9. In area subject to freezi 1g conditions, it is the Owner's
<br />responsibilty to provide he st throughout wet pipe sprinkler system
<br />areas and enclosures.
<br />10. THREADED pipe 2" aid smaller to be Allied XL threadable
<br />thinwall.
<br />11. GROOVED pipe to be (Dyna -Flow
<br />12. Hangers to be installe I in conformance with NFPA 13. This
<br />contract does not include 1ny material or device to improve the
<br />structural strength of the t uilding to enable it to carry the load of the
<br />fire protection system.
<br />13. Floor area: 3,970 sq.fl
<br />14. Flow test: Static 58 ps
<br />Residual 5( psi @ 1,185 gpm.
<br />Flow test elev. = Uppe - floor elev.
<br />15. All sprinklers to be Qu ck Response.
<br />4'-4" 2 3-6"
<br />2�/=" TOP OF TRUSS
<br />12 4 129'-71 /4"
<br />2
<br />12
<br />NEW 2" CONCRETE TOPPING
<br />• NEW 8" P.C. PLANK
<br />F.F.E.=109'-7 3/8"
<br />BOT. 10" BEAM =
<br />107'-11 3/8"
<br />o,
<br />NEW CONC. FLOOR SLAB
<br />• F.F.E.=100'-0"
<br />Section "A"
<br />Scale: 1/8" = V-0"
<br />BOT. OF JSTS. &
<br />MAS. BRG. ELEV.= 108'-1"
<br />EXISTING 12"
<br />MASONRY WALL
<br />EXISTING CONC. FLOOR SLAB
<br />F.F.E.=100'-7"
<br />TOP OF TRUSS
<br />12
<br />4�
<br />WOOD TRUSSES @
<br />T-0" O.C.
<br />0
<br />0
<br />2' CONCRETE TOPPING
<br />8" P.C. IaLANK
<br />F.F.E.=109'-7 3/8'
<br />97
<br />P.C. BRG. & T.O.S.=108'-9 3/8" BOT. 10" BEAM -
<br />107'-11 3/8'
<br />ti
<br />C6
<br />NEW CONC. FLOOR SLAB
<br />F.F.E.=100'-0'
<br />Section "B"
<br />Scale: 1/8" :=1'-0"
<br />LO
<br />0
<br />co
<br />00
<br />Up to
<br />Upper Level
<br />STORAGE
<br />8-9h"
<br />ORD. GP. 2
<br />Insp.
<br />Test
<br />1" plug
<br />Lower Level Sprinkler Plan
<br />Scale: 1/8" = 1'-0"
<br />1 5 10
<br />I 1
<br />a
<br />APPROVED
<br />SIDE OF "SAMMY SUPER SCREW
<br />TRUSS TYPE PRODUCT
<br />BALL THREAD ROD
<br />�,�-PIPE RING
<br />"SAMMY SUPER SCREW"
<br />TYPE HANGER
<br />4'-4" 2 3-E"
<br />BOT. OF TRUSS
<br />REVISIONS
<br />ELEV.=122'-3 3/4"
<br />1.617
<br />@ HIGH POINT
<br />12
<br />�4
<br />X
<br />SPRINKLERS THIS SHEET
<br />N
<br />M
<br />r
<br />ELEV.=120'-6"
<br />SPRINKLER TYPE
<br />EXISTING 3/4" FLOOR
<br />EXISTING 2" CONC. TOPPING
<br />EXISTING 3/4" SUBFLOOR
<br />200°
<br />EXISTING 2x12 @ 16" O.C.
<br />U
<br />F.F.E.=109'-13/4"
<br />BOT. OF JSTS. &
<br />MAS. BRG. ELEV.= 108'-1"
<br />EXISTING 12"
<br />MASONRY WALL
<br />EXISTING CONC. FLOOR SLAB
<br />F.F.E.=100'-7"
<br />TOP OF TRUSS
<br />12
<br />4�
<br />WOOD TRUSSES @
<br />T-0" O.C.
<br />0
<br />0
<br />2' CONCRETE TOPPING
<br />8" P.C. IaLANK
<br />F.F.E.=109'-7 3/8'
<br />97
<br />P.C. BRG. & T.O.S.=108'-9 3/8" BOT. 10" BEAM -
<br />107'-11 3/8'
<br />ti
<br />C6
<br />NEW CONC. FLOOR SLAB
<br />F.F.E.=100'-0'
<br />Section "B"
<br />Scale: 1/8" :=1'-0"
<br />LO
<br />0
<br />co
<br />00
<br />Up to
<br />Upper Level
<br />STORAGE
<br />8-9h"
<br />ORD. GP. 2
<br />Insp.
<br />Test
<br />1" plug
<br />Lower Level Sprinkler Plan
<br />Scale: 1/8" = 1'-0"
<br />1 5 10
<br />I 1
<br />a
<br />APPROVED
<br />SIDE OF "SAMMY SUPER SCREW
<br />TRUSS TYPE PRODUCT
<br />BALL THREAD ROD
<br />�,�-PIPE RING
<br />"SAMMY SUPER SCREW"
<br />TYPE HANGER
<br />4'-4" 2 3-E"
<br />REVISIONS
<br />/tel
<br />12
<br />A-1 Minnetonka Rental
<br />3607 Shoreline Drive
<br />Orono, MN
<br />�4
<br />SPRINKLERS THIS SHEET
<br />BOT. OF TRUSS
<br />ELEV.=120'-6"
<br />SPRINKLER TYPE
<br />S.I.N.
<br />EXISTING 2" CONC. TOPPING
<br />1550
<br />200°
<br />EXISTING 4" INSULATION
<br />DAK 1 OF 1 137 City
<br />Reliable F1 FR - %' Chrome Rec. Pend.
<br />EXISTING 12" P.C. CONC. PLANK
<br />5.6
<br />48
<br />F.F.E.=112'-4'/2"
<br />48
<br />DRAWN BY SCALE DATE CONTRACT NO.
<br />Reliable F1 FR -'W Brass Upright
<br />R3625
<br />P.C. BRG. = 110'-10 1/2"
<br />50
<br />50
<br />EXISTING
<br />12"
<br />R3622
<br />MASONRY WALL
<br />20
<br />12
<br />EXISTING CONC. FLOOR SLAB
<br />Midwest
<br />FIRE PROTECTION INC.
<br />324 Harding St. NE • Minneapolis, MN 55413 ■ 612-331-1411
<br />MN LICENSE #C-021
<br />Reliable F1 FR - Y4" Brass Pendent R3612 8.0 2 2
<br />Reliable F1 FR-'/" Brass Horz. Sidewall R3635 5.6 1 1 2
<br />F.F.E. VARIES
<br />100'-7" TO 100'-1"
<br />CALC. AREA #5 of 5 (STORAGE)
<br />ORD. GP. 2 - DENSITY: 0.20
<br />AREA OF OPERATION - 900 SQ.FT. (Clg.Hgt. 8'-9%')
<br />(1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3)
<br />NUMBER OF SPRINKLERS CALC'ED: 9
<br />SYSTEM DEMAND: 35.51 psi, 263.77 gpm
<br />HOSE ALLOWANCE: 250 gpm
<br />TRUSS
<br />CHORD /
<br />APPROVED
<br />" J ALL THREAD ROD
<br />SAMMY SUPER SCREW f
<br />TYPE PRODUCT
<br />,,,--PIPE RING
<br />"SAMMY SUPER SCREW"
<br />TYPE HANGER
<br />r - ► r
<br />CONCRETE
<br />ANCHOR
<br />ALL THREAD
<br />ROD
<br />PIPE RING
<br />CONC. ANCHOR
<br />HANGER
<br />D)
<br />2 1/2"
<br />WOOD TRUSSES
<br />@ 2'-0" O.C. WOOD TRUSSES
<br />@ 2'-0" O.C.
<br />BOT. OF TRUSS
<br />ELEV.=120'-6"
<br />EXISTING 2" CONC. TOPPING
<br />-b EXISTING 4" INSULATION
<br />EXISTING 12" P.C. CONC.
<br />F.F.E.=112'-4Y:°
<br />EXISTING 3/4" FLOOR
<br />N EXISTING 3/4" SUBFLOOR
<br />PLANK BRG. 110'-10'/2" F.F.E.=109'-1'/:
<br />EXISTING 122
<br />MASONRYV
<br />EXISTING CONC. FLOOR SLAB
<br />F.F.E. VARIES 100'-7" T0100'-1"
<br />Section "C"
<br />Scale: 1/8" =1'-0"
<br />BOT. OF 2 x 12 JSTS. &
<br />MAS. BRG. ELEV.=108'-1"
<br />EXISTING CONC. FLOOR SLAB
<br />F.F.E.= WOW"
<br />CALC. AREA #4 of 5 (STORAGE)
<br />ORD. GP. 2 - DENSITY: 0.20
<br />AREA OF OPERATION - 900 SQ.FT. (CIg.Hgt. T-6")
<br />(1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3)
<br />NUMBER OF SPRINKLERS CALC'ED: 9
<br />SYSTEM DEMAND: 35.68 psi, 282.11 gpm
<br />HOSE ALLOWANCE: 250 gpm
<br />STORAGE
<br />7-6" Bot. of 2 x 12 M
<br />ORD. GP. 2
<br />STORAGE
<br />Varies 19-31/2"- 10'-9'h'
<br />ORD. GP. 2
<br />4" GROOVED
<br />CHECK VALVE '
<br />4" GROOVED
<br />DRAIN ELL.
<br />INSTALL BALL DRIP PER NFPA
<br />SIAMESE
<br />F.D.C.
<br />Fire Dept. Connection Detail
<br />NTS
<br />4
<br />21-8
<br />PARTY STS
<br />CALC. AREA #2 of 5 (STORAGE)
<br />ORD. GP. 2- DENSITY: 0.20
<br />AREA OF OPERATION - 974 SQ.FT. (Clg.Hgt. 13'-3") j
<br />(1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3)
<br />NUMBER OF SPRINKLERS CALC'ED: 11
<br />SYSTEM DEMAND: 50.21 psi, 267.62 gpm
<br />HOSE ALLOWANCE: 250 gpm
<br />CALC. AREA #3 of 5 (STORAGE)
<br />ORD. GP. 2 - DENSITY: 0.20
<br />AREA OF OPERATION - 919 SQ.FT. (Clg.Hgt. 10'-10")
<br />(1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3)
<br />NUMBER OF SPRINKLERS CALC'ED: 10
<br />SYSTEM DEMAND: 41.47 psi, 292.88 gpm
<br />HOSE ALLOWANCE: 250 gpm
<br />1
<br />33-0
<br />------
<br />- - - - - - - --
<br />REVISIONS
<br />/tel
<br />A-1 Minnetonka Rental
<br />3607 Shoreline Drive
<br />Orono, MN
<br />Upper Level Sprinkler Plan
<br />Scale: 1/8" = V-0"
<br />1 5 10
<br />i 1 i
<br />0
<br />0
<br />Daniel A. Kaiser ���u� Cly civ. •
<br />SENIOR ENGINEERING TECHNICIAN I LEVEL IV
<br />FIRE PROTECTION ENGINEERING TECHNOLOGY
<br />AUTOMATIC SPRINKLER SYSTEM LAYOUT
<br />CERTIFICATION #074000
<br />Note: Attic sprinklers to be 200°
<br />Note: Interior walls extent to the bottom of
<br />roof trussed unless noted otherwise.
<br />N
<br />MN
<br />OFFICE/
<br />OUNTER
<br />UNISEX
<br />TOILET
<br />LUNCHROOM
<br />rn
<br />04
<br />OFFICE
<br />CALC, AREA #1 of 5 (ATTIC)
<br />LlOHT HAZARD - DENSITY: 0.10
<br />AREA OF OPERATION - 1,950 80. FT.,
<br />NUMBER OF SPRINKLERS CALC'ED: 227
<br />SYSTEM DEMAND: 48.83 psi, 524.37 gpm
<br />HOSE ALLOWANCE: 100 gpm
<br />1411 A
<br />CITY OF ORONO
<br />BUILDING P ",,4I T r^LANE'Ji=:W y/
<br />INS FO TOR R -<C.0 T r ANC /NCr �}- � , (/ O
<br />i T:D
<br />T >, d r!3
<br />THIS i'L. N SE F ON eI T E AT ALL TIMES
<br />DATE
<br />REVISIONS
<br />A-1 Minnetonka Rental
<br />3607 Shoreline Drive
<br />Orono, MN
<br />SPRINKLERS THIS SHEET
<br />SURVEYED BY SHEET NO. TOTAL HEADS JOB APPROVAL
<br />SPRINKLER TYPE
<br />S.I.N.
<br />K -factor
<br />1550
<br />200°
<br />286-1 TOTAL
<br />DAK 1 OF 1 137 City
<br />Reliable F1 FR - %' Chrome Rec. Pend.
<br />R3615
<br />5.6
<br />48
<br />48
<br />DRAWN BY SCALE DATE CONTRACT NO.
<br />Reliable F1 FR -'W Brass Upright
<br />R3625
<br />5.6
<br />50
<br />50
<br />DAK AS INDICATED 12/12/04 1 o -/ 7- 5
<br />Reliable F1 FR - W Brass Upright
<br />R3622
<br />8.0
<br />20
<br />12
<br />3 1 35
<br />Midwest
<br />FIRE PROTECTION INC.
<br />324 Harding St. NE • Minneapolis, MN 55413 ■ 612-331-1411
<br />MN LICENSE #C-021
<br />Reliable F1 FR - Y4" Brass Pendent R3612 8.0 2 2
<br />Reliable F1 FR-'/" Brass Horz. Sidewall R3635 5.6 1 1 2
<br />
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