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CITY AND COUNTY OF DENVER · Detailing, fabrication, and placement of reinforcing steel shall be in accordance with ACI 315-99 “Details and Detailing of Concrete Reinforcement.

May 24, 2018

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  • 4 5 6 7

    B

    C

    DD

    E E

    C88

    C88C88 C88

    C88

    C88C88C88

    MW

    8

    MW

    8

    6.94.1

    SLOPESLOPESLOPESLOPESLOPESLOPE63

    '-11

    1/4"

    4"

    1'-0

    "

    10S3.4

    F24

    MW12BF36

    F24

    F24

    TYPICAL:CONT 2-#5 BOTHSIDES OF TRENCHDRAINS AS SHOWN

    THICKENED SLAB 2'-4 WIDE ATBOTTOM. BOTTOM OF THICKENEDSLAB ELEVATION BASED ONTRENCH DEPTH. SEE 5/S3.5 &PLUMBING DWGS. TYPICAL AT ALLAPP BAY TRENCH DRAINSTYPICAL:

    SLOPING TRENCHDRAINS. COORDINATEWITH PLUMBING PLANS

    P24x40P24x40

    P24x48 P24x48

    5S3.5

    MW12B

    SILL 102'-8"

    SILL 103'-4"

    STAIR STRINGERATTACHEMENT BYSTAIR FABRICATOR

    SLIDE POLE, SEE ARCHATTACHMENT TO SLABBY SLIDE POLEMANUFACTURER

    SLI

    DE

    PO

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    AT

    TA

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    ME

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    TO

    SLA

    BB

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    LID

    E P

    OLE

    MA

    NU

    FA

    CT

    UR

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    99'-4"

    99'-4"P39x40

    P32x40

    S3.114S3.11

    3S3.11

    2

    S3.117

    S3.115

    S3.116

    CO

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    CO

    LD J

    OIN

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    MA

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    AR

    WA

    LL

    RE

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    MA

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    AR

    WA

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    P32x48P39x35

    TYPICAL:2-#5 x 5'-0 AT REENTRANT CORNERSAT DOOR THRESHOLDS (AT TOP OFSLAB, 3" CONC CLEAR COVER)

    (98'

    -8")

    FS

    FS

    FS

    (98'

    -8")

    FS

    4

    4

    4

    4

    4

    4

    PROJ. NO.

    DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:

    ISSUED FOR:

    1/8" = 1'-0"

    DENVER FIRE STATION NO.18

    111002.00

    01/18/13

    SK-ADD4-S.1

    ADDENDUM NO. 4

    S2.1

    4 01.18.2013 ADDENDUM #4

  • 7MASY JAM BEYOND

    2'-2 1/2"3'-6"11 5/8"7 5/8"

    1/4" CLOSURE PLATES BEYOND

    HSS5x5 BRACKET W/1/2" SIDE PLATES TOMATCH ARCH PROFILE

    SEE ARCHHEAD ELEV

    1/4

    HSS TOHSS, TYP

    SIDE PLATESSEAL WELD

    1/4

    F.P.

    MASONRY LINTEL, SEE S3.0

    GUARDRAIL,SEE ARCH

    12" CMU WALLSOLID GROUTED

    1/4

    HSS TOCHANNEL

    3/16 2-12

    L3x3x1/4ROLLED W/CHANNEL

    BEAM BRG AS IN1/S3.10 (BEYOND)

    CONTRACTOR SHALL NOT CUT/DAMAGEJAMB/LINTEL REINF WHEN INSTALLINGTHESE POST INSTALLED ANCHORS

    9 1/16" 1'-0 5/8" 8 5/16" 6" 7 1/8"

    5"7"

    10 1/2"

    7 5/8"

    4

    4

    4

    HSS5X5X1/4

    HSS5X5X1/4

    SIM TOUPPER PL

    8"4"

    1" 2" 5" 2" 1"

    1 1/2"

    6"

    4

    4

    4

    PROJ. NO.

    DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:

    ISSUED FOR:

    3/4" = 1'-0"

    DENVER FIRE STATION NO.18

    111002.00

    01/18/13

    SK-ADD4-S.2

    ADDENDUM NO. 4

    4/S3.10

    4 01.18.2013 ADDENDUM #4

  • 76.9

    CONT BENT PL

    AS IN 1/S3.6

    DIAGONAL HSS 8x4

    AS IN 9/S3.10

    LGS CONN TO HSS

    BY LGS MANUF

    HIP LGS TRUSS BY MANUF

    HSS BRACKET

    AS IN 4/S3.10 SIM

    HSS4x4x3/16 BTWN COLUMNS

    MITER & WELD ALL-AROUND

    TO HSS COLUMNS

    4

    9 3/4" 1'-7 1/4" 1'-3 1/8" 9 3/4"3 7/8"

    1'-2 3/8"

    8"

    4"

    4

    PROJ. NO.

    DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:

    ISSUED FOR:

    As indicated

    DENVER FIRE STATION NO.18

    111002.00

    01/18/13

    SK-ADD4-S.3

    ADDENDUM NO. 4

    11/S3.10

    4 01.18.2013 ADDENDUM #4

  • FOOTINGS:

    Design of footings is based onmaximum allowable bearing pressure 3000 psf

    Bear on 3'-0 (min) of over-excavated moisture conditioned, properly compacted fill per soils report. Exterior footings shall bear below frostdepth; minimum frost depth shall be 3'-0 below exterior grade.

    EARTH RETAINING STRUCTURES:

    Earth Equivalent Fluid Lateral Pressure:Passive Resisting 300 pcf

    Coefficient of Sliding Friction 0.40

    4

    Detailing, fabrication, and placement of reinforcing steel shall be in accordance with ACI 315-99 Details and Detailing of ConcreteReinforcement.

    Welded wire fabric shall conform to ASTM A185-02.Reinforcing bars shall conform to ASTM A615-04a, Grade 60, except ties or bars shown to be field-bent, which shall be Grade 40.Epoxy coated reinforcing bars shall conform to ASTM 775-04.Zinc coated (galvanized) reinforcing bars shall conform to ASTM 767-00b.Bars to be welded shall conform to ASTM 706-04a.Unless noted otherwise on the Structural Drawings, lap bars 50 diameters (minimum).At corners and intersections, make horizontal bars continuous or provide matching corner bars for each layer of reinforcement.Trim openings in walls and slabs with 2-#5 for each layer of reinforcement, fully developed by extension or hook.In continuous members, splice top bars at mid-span and splice bottom bars over supports.Form intermittent shear keys at all construction joints and as shown on the Structural Drawings.Except as noted on the drawings, concrete protection for reinforcement in cast-in-place concrete shall be as follows:

    Cast against and permanently exposed to earth: 3Exposed to earth or weather:

    #6 through #18 bars 2#5 bar, W31 or D31 wire, and smaller 1-1/2

    Not exposed to weather or in contact with ground:Slabs, walls, joists: #11 bars and smaller 3/4Beams and columns:

    Primary reinforcement 1-1/2Stirrups, ties, spirals 1-1/2

    Fiber admixture shall be 100% virgin polypropylene, fibrillated fibers, type 111 4.1.3, performance level one, per ASTM C1116-02.Anchor bolts and rods for beam and column-bearing plates shall be placed with setting templates.

    Intended Use fc, psi28day

    FootingsWalls / Stem Walls

    Structural slab on deck

    Structural Slab

    3,000

    3,500

    4,000

    4,000

    Max W/CRatio0.450.45

    MaximumAggregate3/4" Stone

    Slump inches(1")6

    4

    4

    Entrained AirPercent (1.5%)

    6

    CementTypeVV

    I

    Admixtures,Comments

    REINFORCED CONCRETE:

    Design is based on ACI 318-05 Building Code Requirements for Reinforced Concrete. Concrete work shall conform to ACI301-05 "Standard Specifications for Structural Concrete."

    Structural concrete shall have the following properties:

    3/4" Stone 6

    0.5 3/4" Stone 3

    0.45 3/4" Stone 4 6 V

    Interior slabs on grade 4,000 40.45 4 33/4" Stone V

    Grade Beams 4,000 0.45 4 V3/4" Stone 6Pilasters / Pedestals 4,000 0.45 4 V3/4" Stone 6

    4

    PROJ. NO.

    DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:

    ISSUED FOR:

    1/8" = 1'-0"

    DENVER FIRE STATION NO.18

    111002.00

    01/18/13

    SK-ADD4-S.7

    ADDENDUM NO. 4

    S1.0

    4 01.18.2013 ADDENDUM #4

  • CAST STONE, STONE LEGENDSCUSTOM "BASIL" PROVIDEARCHED HEAD ANDINTERSECTION ARCH STONES.SEE ELEVATIONS

    10"

    5"

    RE: PLANS FOR WINDOW TYPE2

    A9.02

    OPEN BAR GRATE DECKING

    2 1/

    4"

    2 7/8"

    2 1/2" 5"

    10"

    3 1/

    4"3

    1/4"

    1 3/4"

    2 1/2"

    1 5/8"

    ABOVEBRACKET

    EQ

    EQ

    SPRAY FOAM INSULAROUND ENTIRE

    PERIMETER OF COL., TYP.

    TSS 8 X 4 RE:STRUCT.

    SHADED AREA - BASEPLATE CONFIGURATION.

    RE: STRUCT.

    SPRAY FOAM INSULENTIRE STUD CAVITY

    BASE PL 9"

    CAST STONE ANCHORSPER REQMT'S OF MFR.

    PROVDE SOLID SPACERAT ANCHOR PT. TO STL.

    COL.

    PROVIDE CASTSTONE ANCHORS(NOT SHOWN) PERREQMT'S OF MFR.ANCHOR AT DBL.STUD LOCATIONS.

    6"

    1 5/8" CAST STONE,SMOOTH FACE ATUPPER LEVELHOSE TOWER

    4

    2

    SK-ADD4.1

    TOWER ROOF152' - 9 3/4"

    2 1/2"

    1 5/8"5/8"6"

    5/8"

    4" 1' - 3 1/16" 1' - 7 3/16" 9 11/16"

    3 13

    /16"

    1' -

    2 5/

    16"

    7 15

    /16"

    4"1

    1/4"

    SPRAY FOAM INSULBOTH SIDES OF HSS

    TUBE, TYP.

    SPRAY FOAM INSULBOTH SIDES OF HSS

    TUBE, TYP.

    CORNER SUPPORTBRACKETS. STEEL PLATE

    ON HSS STEEL TUBES. RE:STRUCT. GRIND ALL

    EDGES SMOOTH ANDSTRAIGHT. PAINT TOMATCH CAST STONE 4

    DETAIL ADDED TO ORIGINALSHEET SET AS 7/A6.2

    PROJ. NO.DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:ISSUED FOR:

    As indicated

    DENVER FIRE STATION No.18111002.00

    01/18/2013

    SK-ADD4.1ADDENDUM NO. 4

    11/A9.03 & 7/A6.2

    4 01.18.2013 ADDENDUM #4

    1 1/2" = 1'-0"1 PLAN DETAIL - TOWER CORNER

    3/4" = 1'-0"2 HOSE TOWER ROOF BRACKET

    TYPICAL OF 4

  • STANDING SEAM METAL ROOF ASSEMBLY

    5 1/2" NAILBASE ON METAL DECK, RE: STRUCT

    SLOPE TRANSITION PER METAL ROOFMANUFACTURES DETAIL

    SELF ADHERED WATERPROOF UNDERLAYMENTINTEGRATED AT VALLEY FLASHING

    STEEL CLOSURE ANGLE, INVERTED ANDATTACHED TO TRUSS ENDS

    7 1/4" LVL ATTACHED TOINVERTED CLOSURE ANGLE

    PREFINISHED .032" ALUM FASCIAON GALV. CLEATS WITH 1/2" DRIP. TOP EDGE

    HEMMED TO METAL ROOF SYSTEM

    CONT. PREFINISHED .032" ALUM END CAP

    3/8" CEMENT SOFFIT BOARD, PAINTED, ON 7/8"HAT CHANNELS @ 16" O.C. MAX.

    CONT BACKER ROD AND SEALANT

    CAST STONE, SMOOTH FACE.SUPPORT W/ STONE ANCHORS (NOT

    SHOWN) PER REQMT'S OF MFR.1/2" AIR SPACE.

    2" RIGID INSULATION, R - 10

    5/8" EXT GYP SHEATHING

    CONT HSS TRUSS SUPPORT, RE: STRUCT

    MANUFACTURED METAL TRUSS, RE: STRUCT

    6" METAL STUDS, 16" O.C. RE: STRUCT, R - 19BATT INSUL OR SPRAY FOAM INSUL AS DETAILED.

    1/2"

    2' - 6"

    SNOW RETENTION SYSTEM ATTACHED TOSTANDING SEAM MEMBERS

    4' - 3 5/8" TO INSIDE OF FASCIA

    CH

    OR

    D6"

    CH

    OR

    D6"

    1' - 4" 1' - 4"

    4"

    1/2"

    4' - 0 5/8" FOS TO INSIDE OF FASCIA

    AIR / MOISTURE BARRIER.

    SPRAY FOAMINSUL BOTHSIDES OF HSSTUBE, TYP.

    TRUSSBRG. ELEV.

    4

    4

    PROJ. NO.DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:ISSUED FOR:

    1 1/2" = 1'-0"

    DENVER FIRE STATION No.18111002.00

    01/18/2013

    SK-ADD4.2ADDENDUM NO. 4

    2/A9.11

    4 01.18.2013 ADDENDUM #4

    1 1/2" = 1'-0"1 EAVE @ HOSE TOWER

  • BASKET WEAVE BRICK VENEER

    2" RIGID INSULATION 1 1/2" AIR SPACE

    12" CMU, RE:STRUCT

    AIR INFILTRATION / MOISTUREBARRIER

    LEVEL 3133' - 0"

    3/8" PLATE STEEL WITH (3) H.A.S. INSOLID GROUTED BLOCK. PLATE WITH

    1-3/8" DOWNTUNED EDGES TO BEFULL WITH OF OPENING

    CURVED BALCONY EDGE BEAM, RE: STRUCT 1' - 7 1/2" +/-

    5" WIDE TUBE STEEL FRAMEDBALCONY SUPPORT ANCHORED

    TO CMU WALL, RE: STRUCT

    VERTICAL FLAT CAST STONE BEYOND

    VERTICAL FLAT CAST STONE BEYOND

    WATERTABLE BEYOND

    BAR GRATE DECKING

    CONT SEALANT AND BACKER ROD

    1 1/2"

    HM DOOR JAMB BEYOND

    9 1/16" 1' - 0 5/8" 8 5/16" 6"

    7 9/

    16"

    10 1

    /2"

    6 15

    /16"

    5"

    7 1/8"

    3 1/2"1 5/8"

    4

    PROJ. NO.DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:ISSUED FOR:

    1 1/2" = 1'-0"

    DENVER FIRE STATION No.18111002.00

    01/18/2013

    SK-ADD4.3ADDENDUM NO. 4

    4 01.18.2013 ADDENDUM #4 1 1/2" = 1'-0"

    1 TOWER BALCONY THRESHOLD

  • LEVEL 1100' - 0"

    MEZZANINE111' - 0"

    APPARATUS ROOF122' - 0"

    4 5 6

    1A5.7

    1A4.7

    J J J

    138B 138C

    6

    A9.01

    5

    A9.01138A

    CJ BEHIND DS CJ BEHIND DS

    4

    4

    4

    4

    D

    3

    A6.33VEST131

    WATCH130

    ICE MACH.128

    26E

    88

    26E

    130

    129

    R

    A7.2

    1

    3

    4

    PROJ. NO.DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:ISSUED FOR:

    1/8" = 1'-0"

    DENVER FIRE STATION No.18111002.00

    01/18/2013

    SK-ADD4.4ADDENDUM NO. 4

    4 01.18.2013 ADDENDUM #4

    1/8" = 1'-0"1 PARTIAL SOUTH ELEVATION

    1/8" = 1'-0"2

    PARTIAL FLOOR PLAN -WATCH 130

  • 7 1/8"

    1/2"

    ALUM STOREFRONT WINDOW OR LOUVERRE: PLANS FOR WINDOW TYPE. ALIGNFACE OF FRAME W/ FACE OF STUDS.

    CONT. 8 GA. ALUM CLOSURE AROUNDJAMB & HEAD OF OPENING. ANCHORTO JAMB STUD & HEADER FRAMING.MATCH STOREFRONT FINISH.

    CAST STONE TRIM PIECE

    SEALANT & BACKER ROD.

    SHAPE OF JAMB / HEADCLOSURE PIECE

    1 1/

    8"

    3/4" WOOD TRIM &CASING AROUND

    WINDOWPERIMETER, PAINT

    16 GA. STL. STUDSAT JAMB

    OPENINGS. ORIENTTO ACCOMMODATECOLUMNS & SPRAY

    FOAM INSUL.

    SEALANT &BACKER ROD

    FOS3 1/8" 5"

    4

    PROJ. NO.DATE:

    SCALE:

    DWG. NO.DWG. REFERENCED:ISSUED FOR:

    3" = 1'-0"

    DENVER FIRE STATION No.18111002.00

    01/18/2013

    SK-ADD4.5ADDENDUM NO. 4

    4 01.18.2013 ADDENDUM #4

    3" = 1'-0"1 JAMB DETAIL - 4TH FLOOR TOWER WINDOWS

  • A4.21

    A4.1

    2

    SD4.1

    2

    A4.310

    TRAINING126

    VESTIBULE100

    MEN101

    WOMEN102

    DORM ROOM107

    DORM ROOM105

    DORM ROOM110

    DORM ROOM112

    DORM ROOM115

    OFFICER DORMROOM

    119

    KITCHEN123

    APPARATUS BAY138

    LAUNDRY134

    MECH132

    STORE129

    RR114

    RR111

    SHOP / BICYCLEMAINT.

    141

    EQUIP STOR142

    EQUIP. CLEANING140

    EXTRACTOR143

    BUNKER GEAR139

    ELECT144

    FITNESS147

    HOSE TOWER150

    PATIO

    ENTRY PORCH

    CORRIDOR104

    RR106

    HALL149

    VEST131

    VEST127

    VEST136

    JAN135

    DAY ROOM124

    WATCH130

    HOSE RACKS

    DORM ROOM117

    RR116

    RR120

    CLOS109

    CLOS108

    RR146

    COLD STOR113

    OFFICER DORMROOM

    121

    STOR125

    DF

    H2O ENTRY148

    ICE MACH.128

    LIGHT WELLABOVE

    LIGHTWELLABOVE

    LIGHTWELLABOVE

    COFFEE

    1

    1 2

    4

    4

    7

    7

    9

    9

    10

    10

    A A

    B

    E

    C

    D

    5

    5

    6

    6

    3

    3

    8

    8

    F

    G

    H

    I

    A.1

    A2.7

    1A4.5

    2A4.5

    3A4.5

    3A5.1

    1A5.1

    1A5.3

    2A5.3 1

    A5.4

    1A5.5

    1A5.6

    2A5.1

    4A4.6

    2A5.4

    3A5.4

    1A5.7

    1A5.10

    2A5.9

    A4.31

    A4.3 3

    A4.34 A4.3 5

    A4.3

    8

    A1.1

    2

    A2.41

    A2.51

    A2.61

    A2.111

    A2.81

    A2.91

    A2.101

    1A4.7

    1A4.6

    A2.125

    3A6.1

    A6.21

    6A6.2

    A6.33A6.3 4

    24' - 10 1/8" 33' - 3 3/8" 12' - 0 3/4"

    172' - 11 1/8"

    172' - 11 1/8"

    6'-2

    3/16

    "88

    '-4

    1/8"

    2'-4

    "

    96'-

    105/

    16"

    38'-

    115/

    8"38

    '-5

    3/4"

    1'-1

    11/

    8"

    87'-

    93/

    16"

    1'-7

    1/4"

    62'-

    8"

    1'-7

    1/4"

    14'-

    2"

    26E

    23E26E

    23E

    23E

    26E

    23E

    26E

    23E

    23E

    23E

    23E 26E

    26E

    26E

    23E

    26E

    26E

    26E88

    88

    23

    23812

    26E

    88

    26E23E

    23E

    26E

    100A

    100B

    101

    134

    131

    127

    130

    136

    141

    137B

    102

    147B

    129

    150

    144

    143

    107 105

    106A 106B

    135

    111A

    111B

    116A

    116B

    109

    108

    119 121115

    112

    110

    138B 138C

    117

    104B

    104A 146

    125 148

    114

    113

    123

    132

    124A

    120A120B

    147A

    126B

    126A

    133

    K

    A A

    A

    A

    A

    A A

    B

    B

    A

    C

    C

    C

    T

    N

    M

    A7.21

    138A

    138E 138F

    A9.016

    137A

    IE-1

    1

    23E

    6'-2

    3/16

    "25

    '-4

    1/8"

    37'-

    27/

    8"24

    '-4

    9/16

    "2'

    -4"

    21'-

    13/

    16"

    3'-4

    5/8"

    10'-

    89/

    16"

    10'-

    47/

    8"20

    '-4

    7/8"

    10'-

    47/

    8"10

    '-6

    5/8"

    OVE

    RAL

    LF.

    O.W

    ALL

    GR

    IDLI

    NES

    MAS

    ON

    RY

    F.O

    .FR

    AMIN

    G6'

    -23/

    16"

    25' - 4 1/8" 30' - 6 1/2" 13' - 0 1/8" 22' - 3 1/4" 20' - 8" 21' - 8" 13' - 8 3/8" 10' - 7 3/4" 13' - 8 1/2"

    20' - 6"

    3' - 4 5/8" 11 1/2"

    10' - 5 15/16" 10' - 9 3/8" 10' - 7 9/16"

    OVERALL F.O. WALL

    GRIDLINES

    MASONRY

    F.O. FRAMING

    3' - 4" 16' - 0" 4' - 8" 16' - 0" 4' - 8" 16' - 0" 3' - 4"1' - 8" 10' - 0" 13' - 4 3/8" 14' - 0 1/2"

    9' - 6 9/16" 3' - 10 1/16"

    2' - 0 3/4"

    17' - 3 1/4" 3' - 4 3/4" 17' - 3 1/4" 3' - 4 3/4" 17' - 3 1/4" 4' - 4 3/8" 10' - 0" 12' - 8 3/4"

    10 1/4"

    3' - 4 5/8"

    3' - 6 3/16"

    5' - 11 7/16"

    38'-

    75/

    8"39

    '-1

    3/4"

    1'-1

    13/

    8"7'

    -95/

    8"10

    '-9"

    10'-

    9"7'

    -95/

    8"7'

    -11"

    3'-4

    5/8"

    3'-4

    "6'

    -45/

    8"18

    '-0"

    OVE

    RAL

    LF.

    O.W

    ALL

    GR

    IDLI

    NES

    MAS

    ON

    RY

    F.O

    .FR

    AMIN

    G

    25' - 4 1/8" 30' - 6 1/2" 13' - 0 1/8" 22' - 3 1/4" 20' - 8" 21' - 8" 13' - 8 3/8" 10' - 7 3/4" 13' - 8 1/2"

    32' - 10 5/8" 14' - 0 3/4" 23' - 7 1/4" 2' - 11 1/8" 16' - 1" 4' - 7" 16' - 1" 4' - 7" 16' - 1" 2' - 11 1/2" 17' - 0 1/2" 6' - 4 1/8" 4' - 10 3/4" 10' - 9 1/2"

    10' - 4 3/8" 10' - 9 3/8" 10' - 4 3/8" 7' - 1 9/16" 5' - 6 5/8" 10' - 0" 5' - 9 3/8"3' - 11 3/8"

    16' - 1" 4' - 7" 16' - 1" 4' - 7" 16' - 1" 3' - 11 1/8" 15' - 1 1/4" 9' - 9 1/8" 12' - 6 5/8"

    OVERALL F.O. WALL

    GRIDLINES

    MASONRY

    F.O. FRAMING

    30' - 6 1/8" 34' - 3 5/8"

    19' - 8 7/8" 4' - 7 1/4" 25' - 6 1/4" 5' - 4"8 1/4"

    19'-

    87/

    8"4'

    -71/

    4"9"

    6'-4

    "1'

    -313

    /16"

    6'-4

    "23

    '-6

    1/16

    "4'

    -91/

    4"18

    '-7

    5/16

    "

    9'-8

    3/8"

    3'-8

    "4'

    -0"

    A8.114

    A8.114

    A8.113

    A8.114

    6'-2

    5/8"

    9'-0

    "

    22'-

    61/

    4"

    4'-0

    "3'

    -4"

    1'-4

    "

    99' - 9 1/2"

    99' - 9 1/2"

    100' - 0"

    99' - 11 1/2"

    100' - 0"

    99' - 11 1/2" 99' - 11 1/2"

    100' - 0"

    100' - 0"

    100' - 0"100' - 0"

    99' - 11 1/2" 99' - 11 1/2"99' - 11 1/2"

    100' - 0"

    1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12"

    1/4"

    /12"

    1/4"

    /12"

    1/4"

    /12"

    100' - 0"

    100' - 0"

    100' - 0"

    BUNKER GEAR145

    10

    9

    9

    9

    A7.2

    1Sim

    A7.2

    1Sim

    A7.2

    1Sim

    PROJ. NO.

    DRAWN:

    CHECKED:

    DATE:

    REVISIONS

    OZ ARCHITECTURE

    SCALE:SHEET NUMBER

    SHEET TITLE:

    ISSUED FOR:

    APPROVED:

    1805 29th StreetSuite 2054

    Boulder, Colorado 80301phone 303.449.8900

    8 70 1

    EAST

    A LA M

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    111002.00

    ALM, JN

    ALM, JN

    07.10.2012

    ISSUE FOR BUILDINGPERMIT

    LEVEL 1 FLOOR PLAN

    A2.1

    DENVER FIRE STATIONNo.18

    RW

    1/8" = 1'-0"1 FLOOR PLAN LEVEL 1

    FLAGNOTES - FLOOR PLAN1 PROVIDE 1/2" PLYWOOD BACKBOARDS TO 8' AFF ON

    NORTH, SOUTH AND EAST WALLS OFCOMMUNICATIONS ROOM. ATTACH DIRECTLY TOWALL SUBSTRATE.

    2 SWINGING GATE - MATCH GUARDRAIL DESIGN W/SPRING CLOSER

    3 FIRE POLE4 TRAINING MANHOLE AND COVER. SET FLUSH WITH

    TOP OF CONCRETE. POSITION AS DIMENSIONED.5 10" SOLATUBE. BID ALTERNATE. DIRECT DROP TO

    DIFFUSER IN CEILING BELOW.6 10" SOLATUBE. BID ALTERNATE. OFFSET DROP

    BELOW BOTTOM OF TRUSS TO DIFFUSER IN CEILINGBELOW.

    7 14" SOLATUBE. BID ALTERNATE. DIRECT DROP TODIFFUSER IN CEILING BELOW.

    8 14" SOLATUBE. BID ALTERNATE. OFFSET DROPBELOW BOTTOM OF TRUSS TO DIFFUSER IN CEILINGBELOW

    9 STEEL BOLLARD EXTERIOR CORNER OF EACH APPBAY DOOR. SET CL 9" AWAY FROM FACE OF BLDG,AND ON EDGE OF DOOR OPENING, TYP OF 14.

    10 STEEL BOLLARD INTERIOR CORNER OF NORTH SIDEOVERHEAD APP BAY DOOR. SET CL 16" AWAY FROMINSIDE FACE OF WALL AND ON EDGE OF DOOROPENING, TYP. OF 6

    11 PILASTER WALLS SURROUNDING COLUMNS TOEXTEND TO 122'-0". RE: STRUCT.

    GENERAL NOTES1 ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.2 FURNITURE IS NIC, U.N.O.3 ALL BUILDING AREAS SHALL BE FULLY

    SPRINKLERED PER NFPA-13. SPRINKLERPROTECTION SHALL BE PROVIDED FOR EXTBALCONIES AND IN ROOF TRUSSES AND OTHERSPACES REQ'D BY CODE. PROVIDE A DRY SYSTEMFOR RF TRUSSES AND GARAGE AND OTHERUNCONDITIONED AREAS.

    4 PARKING LEVEL SHALL BE FULLY SPRINKLERED PERNFPA-13 AND SHALL BE CONSTRUCTION TYPE IA -NON-COMBUSTIBLE.

    5 COORDINATE LOCATION OF KNOX BOX WITH FIREDEPT AND ARCH, RE: HW SCHEDULE

    6 PENETRATIONS AT PT SLAB SHALL BECOORDINATED WITH STRUCTURAL.

    7 PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIRUNITS SHALL BE COORDINATED WITH MECHANICALCONTRACTOR FOR SIZE AND LOCATION.

    8 RE: SHTS A6.01-A6.33 FOR ENLARGED UNIT PLANS,RCPS, FINISH PLANS, UNIT SCHEDULES, PART'N ANDFURRING WALLS WITHIN UNITS.

    9 DIM FROM EDGE OF DOOR FRAME TO EDGE OFADJACENT PERPENDICULAR WALL SHALL BE 4"U.N.O.

    10 DRYWALL PART'NS BTWN CONDITIONED OCCUPIEDSPACES & GARAGE SHALL HAVE VAPOR BARRIERON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERESIDING SHOWN).

    11 ALL PART'NS IN OR ADJACENT TO PARKING GARAGETO BE CONSTRUCTED ON A 6" CONC CURB, RE:2/A9.11.

    12 PROVIDE STEEL STAIRS AT PARKING LEVEL TOFOURTH FLOOR/ROOF

    13 RE: A8.01 FOR DOOR SCHEDULE.14 RE:A8.02 FOR DOOR HARDWARE SETS.15 REFER TO SHEETS A6.01-A6.25 FOR ENLARGED UNIT

    PLANS.16 ALL CORRIDOR/PARTITIONS SHALL BE TYPE 25B

    U.N.O., RE: A10.11.17 RE: SHEETS A7.61-A7.63 FOR STAIR DIMENSIONS.18 WHERE "CLEAR" IS CALLED OUT ON A DIMENSION,

    PROVIDE DIM NOTED FROM FACE OF FINISH TOFACE OF FINISH.

    19 ALL LOAD-BEARING STEEL COLUMNS SHALL BE1-HOUR RATED PER 5/A10.11.

    20 ALL EXTERIOR PARTITIONS ARE TYPE 75G U.N.O.21 ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO

    BE 1-HR RATED RE: DTL 6/A10.11.

    0' 4' 8' 16' 32'PROJECTNORTH

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    jnighText BoxSKETCH FOR BID QUESTION

    jnighText BoxNO WINDOW SHADES AT THE MEZZ. LEVEL OR HOSE TOWER

    jnighRectangle

  • DN

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    5 63 8

    F

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    H

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    WEST MEZZANINEM01

    EAST MEZZANINEM10

    HOSE TOWERM50

    MECH EQUIPMENT WELL

    UPPER APPARATUS BAYOPEN TO BELOW

    MEZZANINETRAINING

    M05

    3"/1

    2"

    3" / 12"

    3"/1

    2"

    5"/1

    2" 5" / 12"

    4" / 12"

    TRAININGBALCONY

    MECH EQUIPM02

    MECH EQUIPM03

    COMMUNICATIONSM04

    6' - 8 7/8"

    MECH EQUIPM11

    SKYLIGHTS

    CLERESTORYWINDOWS

    ATTICBELOW

    22'-

    67/

    8"7'

    -10

    7/16

    "15

    '-5

    5/8"

    7'-1

    1/4"

    14'-

    113/

    4"

    REMOVABLE RAILING

    A.1

    1A4.5

    2A4.5

    3A4.5

    3A5.1

    1A5.1

    1A5.3

    2A5.3

    1A5.4

    1A5.5

    2A5.6

    1A5.6

    2A5.5

    2A5.1

    4A4.6

    2A5.4

    3A5.4

    1A5.7

    1A5.10

    2A5.9

    2A5.2

    1A5.2

    1A4.7

    1A4.6

    3A6.1

    A6.12

    A6.22

    6A6.2

    A6.31

    172' - 11 1/8"

    1'-7

    1/4"

    62'-

    73/

    4"15

    '-9

    1/8"

    12' - 5 1/8"

    88X

    88X

    88X

    88X

    88X

    88X

    88X

    88X812

    6' - 8 7/8" 5' - 9 1/4"

    E

    E

    E

    E

    G

    G

    G

    G G

    G

    H

    I

    I

    I

    M05

    M03

    M02

    M49

    M04

    M11

    O

    17' - 1"

    88X

    5' - 7 1/2" 3' - 0"

    10'-

    4"

    3' - 8" 6' - 4 5/8"

    MO

    3'-0

    "5'

    -0"

    MO

    3'-0

    "5'

    -0"

    MO

    3'-0

    "5'

    -0"

    MO

    3'-0

    "

    4'-7

    1/16

    "

    9'-4

    11/1

    6"

    6' - 9 5/8"

    1' - 7 1/4" OVERALL WALL

    CO

    UR

    SIN

    G15

    '-6

    11/1

    6"

    REMOVABLE RAILING

    EXTE

    NT

    OF

    FIXE

    DR

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    NG

    -WES

    TSI

    DE

    M10

    1

    2

    2

    3

    3

    4

    6

    5

    7

    8

    8

    6

    7

    5

    7

    7

    5

    5

    11

    11

    11

    1111

    1111

    11

    84X

    HOSE TOWER250

    7

    E

    A6.23

    6A6.2

    O

    O

    O

    5' - 10 1/4"3' - 4 13/16"

    5' - 10 1/4"

    5'-1

    01/

    4"

    3'-4

    3/4"

    5'-1

    01/

    4"

    A8.1112

    7

    E

    HOSE TOWER350BALCONY

    3' - 4 3/4"5' - 10 1/4"

    A6.24

    6A6.2

    O

    O

    350A

    350B

    5' - 10 1/4"

    5'-1

    01/

    4"

    3'-4

    3/4"

    5'-1

    01/

    4"

    5' - 10 1/4"3' - 4 3/4"

    5' - 10 1/4"

    2' - 11"

    8'-0

    "

    HOSE DRYINGAPPARATUS, RE:4/A7.5

    ALTERNATINGTREAD DEVICE,RE: 1/A6.1

    7

    E

    HOSE TOWER450

    BALCONYBELOW

    A6.256

    A6.2

    P P

    P

    P

    PPP

    P

    P1

    13' - 8 5/8"1' - 9 5/8" 3' - 0"

    10"3' - 0"

    10"3' - 0" 1' - 9 5/8"

    1

    A6.1

    A9.033

    PROJ. NO.

    DRAWN:

    CHECKED:

    DATE:

    REVISIONS

    OZ ARCHITECTURE

    SCALE:SHEET NUMBER

    SHEET TITLE:

    ISSUED FOR:

    APPROVED:

    1805 29th StreetSuite 2054

    Boulder, Colorado 80301phone 303.449.8900

    8 70 1

    EAST

    A LA M

    EDA

    AVE.

    DE N

    V ER

    , CO

    LOR

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    DEN

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    111002.00

    ALM, JN

    ALM, JN

    07.10.2012

    ISSUE FOR BUILDINGPERMIT

    MEZZANINE FLOORPLAN

    A2.2

    DENVER FIRE STATIONNo.18

    RW

    0' 4' 8' 16' 32'PROJECTNORTH

    FLAGNOTES - FLOOR PLAN1 PROVIDE 1/2" PLYWOOD BACKBOARDS TO 8' AFF ON

    NORTH, SOUTH AND EAST WALLS OFCOMMUNICATIONS ROOM. ATTACH DIRECTLY TOWALL SUBSTRATE.

    2 SWINGING GATE - MATCH GUARDRAIL DESIGN W/SPRING CLOSER

    3 FIRE POLE4 TRAINING MANHOLE AND COVER. SET FLUSH WITH

    TOP OF CONCRETE. POSITION AS DIMENSIONED.5 10" SOLATUBE. BID ALTERNATE. DIRECT DROP TO

    DIFFUSER IN CEILING BELOW.6 10" SOLATUBE. BID ALTERNATE. OFFSET DROP

    BELOW BOTTOM OF TRUSS TO DIFFUSER IN CEILINGBELOW.

    7 14" SOLATUBE. BID ALTERNATE. DIRECT DROP TODIFFUSER IN CEILING BELOW.

    8 14" SOLATUBE. BID ALTERNATE. OFFSET DROPBELOW BOTTOM OF TRUSS TO DIFFUSER IN CEILINGBELOW

    9 STEEL BOLLARD EXTERIOR CORNER OF EACH APPBAY DOOR. SET CL 9" AWAY FROM FACE OF BLDG,AND ON EDGE OF DOOR OPENING, TYP OF 14.

    10 STEEL BOLLARD INTERIOR CORNER OF NORTH SIDEOVERHEAD APP BAY DOOR. SET CL 16" AWAY FROMINSIDE FACE OF WALL AND ON EDGE OF DOOROPENING, TYP. OF 6

    11 PILASTER WALLS SURROUNDING COLUMNS TOEXTEND TO 122'-0". RE: STRUCT.

    GENERAL NOTES1 ALL DIMENSIONS ARE TO FACE OF STUD U.N.O.2 FURNITURE IS NIC, U.N.O.3 ALL BUILDING AREAS SHALL BE FULLY

    SPRINKLERED PER NFPA-13. SPRINKLERPROTECTION SHALL BE PROVIDED FOR EXTBALCONIES AND IN ROOF TRUSSES AND OTHERSPACES REQ'D BY CODE. PROVIDE A DRY SYSTEMFOR RF TRUSSES AND GARAGE AND OTHERUNCONDITIONED AREAS.

    4 PARKING LEVEL SHALL BE FULLY SPRINKLERED PERNFPA-13 AND SHALL BE CONSTRUCTION TYPE IA -NON-COMBUSTIBLE.

    5 COORDINATE LOCATION OF KNOX BOX WITH FIREDEPT AND ARCH, RE: HW SCHEDULE

    6 PENETRATIONS AT PT SLAB SHALL BECOORDINATED WITH STRUCTURAL.

    7 PENETRATIONS AT ROOF TOP UNITS & MAKE-UP AIRUNITS SHALL BE COORDINATED WITH MECHANICALCONTRACTOR FOR SIZE AND LOCATION.

    8 RE: SHTS A6.01-A6.33 FOR ENLARGED UNIT PLANS,RCPS, FINISH PLANS, UNIT SCHEDULES, PART'N ANDFURRING WALLS WITHIN UNITS.

    9 DIM FROM EDGE OF DOOR FRAME TO EDGE OFADJACENT PERPENDICULAR WALL SHALL BE 4"U.N.O.

    10 DRYWALL PART'NS BTWN CONDITIONED OCCUPIEDSPACES & GARAGE SHALL HAVE VAPOR BARRIERON WARM SIDE (AIR INFIL. BARRIER ON EXT. WHERESIDING SHOWN).

    11 ALL PART'NS IN OR ADJACENT TO PARKING GARAGETO BE CONSTRUCTED ON A 6" CONC CURB, RE:2/A9.11.

    12 PROVIDE STEEL STAIRS AT PARKING LEVEL TOFOURTH FLOOR/ROOF

    13 RE: A8.01 FOR DOOR SCHEDULE.14 RE:A8.02 FOR DOOR HARDWARE SETS.15 REFER TO SHEETS A6.01-A6.25 FOR ENLARGED UNIT

    PLANS.16 ALL CORRIDOR/PARTITIONS SHALL BE TYPE 25B

    U.N.O., RE: A10.11.17 RE: SHEETS A7.61-A7.63 FOR STAIR DIMENSIONS.18 WHERE "CLEAR" IS CALLED OUT ON A DIMENSION,

    PROVIDE DIM NOTED FROM FACE OF FINISH TOFACE OF FINISH.

    19 ALL LOAD-BEARING STEEL COLUMNS SHALL BE1-HOUR RATED PER 5/A10.11.

    20 ALL EXTERIOR PARTITIONS ARE TYPE 75G U.N.O.21 ALL STRUCT STL BEAMS (EXCEPT AT BALCONIES) TO

    BE 1-HR RATED RE: DTL 6/A10.11.

    1/8" = 1'-0"1 MEZZANINE FLOOR PLAN

    1/8" = 1'-0"2 LEVEL 2 FLOOR PLAN

    1/8" = 1'-0"3 LEVEL 3 FLOOR PLAN

    1/8" = 1'-0"4 LEVEL 4 FLOOR PLAN

    jnighCalloutNO WINDOW SHADES THIS LEVEL

  • DENVER FIRE STATION NO. 18 DENVER, CO

    DOOR HARDWARE 087100 - 1

    SECTION 087100 DOOR HARDWARE

    PART 1 - GENERAL

    1.1 RELATED DOCUMENTS

    A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

    1.2 SUMMARY

    A. This Section includes commercial door hardware for the following:

    1. Swinging doors. 2. Other doors to the extent indicated.

    B. Door hardware includes, but is not necessarily limited to, the following:

    1. Mechanical door hardware. 2. Cylinders specified for doors in other sections.

    C. Related Sections:

    1. Section 06 10 00 Rough Carpentry. 2. Section 06 20 00 Finish Carpentry. 3. Section 08 11 13 Hollow Metal Doors and Frames. 4. Section 08 14 16 Flush Wood Doors. 5. Section 08 81 00 Glass and Glazing. 6. Section 09 90 00 Painting and Coating.

    D. Codes and References: Comply with the version year adopted by the Authority Having Jurisdiction.

    1. ANSI A117.1 - Accessible and Usable Buildings and Facilities. 2. ICC/IBC - International Building Code. 3. NFPA 70 - National Electrical Code. 4. NFPA 80 - Fire Doors and Windows. 5. NFPA 101 - Life Safety Code. 6. NFPA 105 - Installation of Smoke Door Assemblies. 7. [State Building Codes, Local Amendments].

    E. Standards: All hardware specified herein shall comply with the following industry standards:

    1. ANSI/BHMA Certified Product Standards - A156 Series 2. UL10C Positive Pressure Fire Tests of Door Assemblies

  • DENVER FIRE STATION NO. 18 DENVER, CO

    DOOR HARDWARE 087100 - 2

    1.3 SUBMITTALS

    A. Product Data: Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, operational descriptions and finishes.

    B. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware.

    1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule."

    2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. Organize door hardware sets in same order as in the Door Hardware Sets at the end of Part 3. Submittals that do not follow the same format and order as the Door Hardware Sets will be rejected and subject to resubmission.

    3. Content: Include the following information:

    a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Manufacturer of each item. c. Fastenings and other pertinent information. d. Location of door hardware set, cross-referenced to Drawings, both on floor plans

    and in door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials.

    4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other work that is critical in the Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule.

    C. Proof of Certification: Provide copy of manufacturer(s) official certification or accreditation document indicating proof of status as a qualified and authorized provider of the primary Integrated Wiegand Access Control Products.

    D. Keying Schedule: Prepared under the supervision of the Owner, separate schedule detailing final keying instructions for locksets and cylinders in writing. Include keying system explanation, door numbers, key set symbols, hardware set numbers and special instructions. Owner to approve submitted keying schedule prior to the ordering of permanent cylinders.

    E. Operating and Maintenance Manuals: Provide manufacturers operating and maintenance manuals for each item comprising the complete door hardware installation in quantity as required in Division 01, Closeout Submittals. The manual to include the name, address, and contact information of the manufacturers providing the hardware and their nearest service

  • DENVER FIRE STATION NO. 18 DENVER, CO

    DOOR HARDWARE 087100 - 3

    representatives. The final copies delivered after completion of the installation test to include "as built" modifications made during installation, checkout, and acceptance.

    F. Warranties and Maintenance: Special warranties and maintenance agreements specified in this Section.

    1.4 QUALITY ASSURANCE

    A. Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of documented experience in producing hardware and equipment similar to that indicated for this Project and that have a proven record of successful in-service performance.

    B. Installer Qualifications: Installers, trained by the primary product manufacturers, with a minimum 3 years documented experience installing both standard and electrified builders hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

    C. Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors with a minimum 5 years documented experience supplying both mechanical and electromechanical hardware installations comparable in material, design, and extent to that indicated for this Project. Supplier recognized as a factory direct distributor in good standing by the manufacturers of the primary materials with a warehousing facility in Project's vicinity. Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during the course of the Work to consult with Contractor, Architect, and Owner concerning both standard and electromechanical door hardware and keying.

    1. Scheduling Responsibility: Preparation of door hardware and keying schedules.

    D. Source Limitations: Obtain each type and variety of Door Hardware specified in this Section from a single source, qualified supplier unless otherwise indicated.

    1. Electrified modifications or enhancements made to a source manufacturer's product line by a secondary or third party source will not be accepted.

    2. Provide electromechanical door hardware from the same manufacturer as mechanical door hardware, unless otherwise indicated.

    E. Regulatory Requirements: Comply with NFPA 70, NFPA 80, NFPA 101 and ANSI A117.1 requirements and guidelines as directed in the model building code including, but not limited to, the following:

    1. NFPA 70 "National Electrical Code", including electrical components, devices, and accessories listed and labeled as defined in Article 100 by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

    2. Where indicated to comply with accessibility requirements, comply with Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG)," ANSI A117.1 as follows:

  • DENVER FIRE STATION NO. 18 DENVER, CO

    DOOR HARDWARE 087100 - 4

    a. Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist.

    b. Door Closers: Comply with the following maximum opening-force requirements indicated:

    1) Interior Hinged Doors: 5 lbf applied perpendicular to door. 2) Fire Doors: Minimum opening force allowable by authorities having

    jurisdiction.

    c. Thresholds: Not more than 1/2 inch high. Bevel raised thresholds with a slope of not more than 1:2.

    3. NFPA 101: Comply with the following for means of egress doors:

    a. Latches, Locks, and Exit Devices: Not more than 15 lbf to release the latch. Locks shall not require the use of a key, tool, or special knowledge for operation.

    b. Thresholds: Not more than 1/2 inch high.

    4. Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252 (neutral pressure at 40" above sill) or UL-10C.

    a. Test Pressure: Positive pressure labeling.

    F. Each unit to bear third party permanent label demonstrating compliance with the referenced standards.

    G. Keying Conference: Conduct conference to comply with requirements in Division 01 Section "Project Meetings." Keying conference to incorporate the following criteria into the final keying schedule document:

    1. Function of building, purpose of each area and degree of security required. 2. Plans for existing and future key system expansion. 3. Requirements for key control storage and software. 4. Installation of permanent keys, cylinder cores and software. 5. Address and requirements for delivery of keys.

    H. Pre-Submittal Conference: Conduct coordination conference in compliance with requirements in Division 01 Section "Project Meetings" with attendance by representatives of Supplier(s), Installer(s), and Contractor(s) to review proper methods and the procedures for receiving, handling, and installing door hardware.

    1. Prior to installation of door hardware, arrange for manufacturers' representatives to hold a project specific training meeting to instruct the installing contractors' personnel on the proper installation and adjustment of their respective products. Product training to be attended by installers of door hardware (including electromechanical hardware) for

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    aluminum, hollow metal and wood doors. Training will include the use of installation manuals, hardware schedules, templates and physical product samples as required.

    2. Inspect and discuss electrical roughing-in, power supply connections, and other preparatory work performed by other trades.

    3. Review sequence of operation narratives for each unique access controlled opening. 4. Review and finalize construction schedule and verify availability of materials. 5. Review the required inspecting, testing, commissioning, and demonstration procedures.

    1.5 DELIVERY, STORAGE, AND HANDLING

    A. Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware delivered to Project site. Do not store electronic access control hardware, software or accessories at Project site without prior authorization.

    B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.

    C. Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software and related accessories directly to Owner via registered mail or overnight package service. Instructions for delivery to the Owner shall be established at the "Keying Conference".

    1.6 COORDINATION

    A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.

    B. Door Hardware and Electrical Connections: Coordinate the layout and installation of scheduled electrified door hardware and related access control equipment with required connections to source power junction boxes, low voltage power supplies, detection and monitoring hardware, and fire and detection alarm systems.

    C. Door and Frame Preparation: Related Division 08 Sections (Steel, Aluminum and Wood) doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.

    1.7 WARRANTY

    A. General Warranty: Reference Division 01, General Requirements. Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.

    B. Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship

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    within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following:

    1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of the hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 4. Electrical component defects and failures within the systems operation.

    C. Standard Warranty Period: One year from date of Substantial Completion, unless otherwise indicated.

    D. Special Warranty Periods:

    1. Ten years for mortise locks and latches. 2. Seven years for heavy duty cylindrical (bored) locks and latches. 3. Five years for exit hardware. 4. Ten years for manual door closers.

    1.8 MAINTENANCE SERVICE

    A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.

    B. Continuing Service: Beginning at Substantial Completion, and running concurrent with the specified warranty period, provide continuous (6) months full maintenance including repair and replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door opening operation. Provide parts and supplies as used in the manufacture and installation of original products.

    PART 2 - PRODUCTS

    2.1 SCHEDULED DOOR HARDWARE

    A. General: Provide door hardware for each door to comply with requirements in Door Hardware Sets and each referenced section that products are to be supplied under.

    1. Designations: Requirements for quantity, item, size, finish or color, grade, function, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Sets at the end of Part 3. Products are identified by using door hardware designations, as follows:

    a. Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule.

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    2. Products furnished, but not installed, under this Section include the following. Coordinating, purchasing, delivering, and scheduling remain requirements of this Section.

    a. Permanent cylinders, cores, and keys to be installed by Owner.

    B. Substitutions: Requests for substitution and product approval for inclusive mechanical and electromechanical door hardware in compliance with the specifications must be submitted in writing and in accordance with the procedures and time frames outlined in Division 01, Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and their designated consultants.

    2.2 HANGING DEVICES

    A. Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as specified in the Door Hardware Sets.

    1. Quantity: Provide the following hinge quantity, unless otherwise indicated:

    a. Two Hinges: For doors with heights up to 60 inches. b. Three Hinges: For doors with heights 61 to 90 inches. c. Four Hinges: For doors with heights 91 to 120 inches. d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for

    every 30 inches of door height greater than 120 inches.

    2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized for door thickness and clearances required:

    a. Widths up to 30: 4-1/2 standard or heavy weight as specified. b. Sizes from 31 to 40: 5 standard or heavy weight as specified.

    3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following:

    a. Exterior Doors: Heavy weight, non-ferrous, ball bearing hinges unless Hardware Sets indicate standard weight.

    b. Interior Doors: Standard weight, steel, ball bearing hinges unless Hardware Sets indicate heavy weight.

    4. Hinge Options: Comply with the following where indicated in the Hardware Sets or on Drawings:

    a. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for the following applications:

    1) Out-swinging lockable doors. 2) Out-swinging access controlled doors.

    5. Acceptable Manufacturers:

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    a. Bommer Industries (BO). b. Hager Companies (HA). c. McKinney Products (MK). d. Stanley Hardware (ST).

    B. Sliding Door Hardware: Sliding door hardware is to be of type and design as specified and should comply with ANSI/BHMA A156.14.

    1. Bi-folding Door Hardware: Rated for door panels weighing up to 125 lb.

    a. Acceptable Manufacturers:

    1) Pemko Manufacturing (PE). 2) Richards-Wilcox, Inc. (RW).

    2.3 DOOR OPERATING TRIM

    A. Flush Bolts and Surface Bolts: ANSI/BHMA A156.3 and A156.16, Grade 1, certified automatic, self-latching, and manual flush bolts and surface bolts. Manual flush bolts to be furnished with top rod of sufficient length to allow bolt location approximately six feet from the floor. Furnish dust proof strikes for bottom bolts. Surface bolts to be minimum 8 in length and U.L. listed for labeled fire doors and U.L. listed for windstorm components where applicable. Provide related accessories (mounting brackets, strikes, coordinators, etc.) as required for appropriate installation and operation.

    1. Acceptable Manufacturers:

    a. Door Controls International (DC). b. McKinney Architectural Hardware (MK). c. Rockwood Manufacturing (RO). d. Trimco (TC).

    B. Coordinators: ANSI/BHMA A156.3 certified door coordinators consisting of active-leaf, hold-open lever and inactive-leaf release trigger. Coordinators fabricated from steel with nylon-coated strike plates and built-in adjustable safety release.

    1. Acceptable Manufacturers:

    a. Door Controls International (DC). b. McKinney Architectural Hardware (MK). c. Rockwood Manufacturing (RO). d. Trimco (TC).

    C. Door Push Plates and Pulls: ANS/BHMA A156.6 certified door pushes and pulls of type and design specified below or in the Hardware Sets. Coordinate and provide proper width and height as required where conflicting hardware dictates.

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    1. Push/Pull Plates: Minimum .050 inch thick, 4-inches wide by 16-inches high, with square corners and beveled edges, secured with exposed screws unless otherwise indicated.

    2. Straight Pull Design: Minimum 1-inch round diameter stainless steel bar or tube stock pulls with 2 1/2-inch projection from face of door unless otherwise indicated.

    3. Offset Pull Design: Minimum 1-inch round diameter stainless steel bar or tube stock pulls with 2 1/2-inch projection and offset of 90 degrees unless otherwise indicated.

    4. Push Bars: Minimum 1-inch round diameter horizontal push bars with minimum clearance of 2 1/2-inch projection from face of door unless otherwise indicated.

    5. Fasteners: Provide manufacturer's designated fastener type as indicated in Hardware Sets.

    a. Acceptable Manufacturers:

    1) McKinney Architectural Hardware (MK). 2) Rockwood Manufacturing (RO). 3) Trimco (TC).

    2.4 CYLINDERS AND KEYING

    A. General: Cylinder manufacturer to have minimum (10) years experience designing secured master key systems and have on record a published security keying system policy.

    B. Source Limitations: Obtain each type of keyed cylinder and keys from the same source manufacturer as locksets and exit devices, unless otherwise indicated.

    1. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU). b. Sargent Manufacturing (SA). c. Schlage (SC).

    C. Patented Security Cylinders: ANSI/BHMA A156.5, Grade 1, certified cylinders employing a utility patented and restricted keyway requiring the use of patented controlled keys. Provide bump resistant, fixed core cylinders as standard with solid recessed cylinder collars. Cylinders are to be factory keyed where permanent keying records will be established and maintained.

    1. Provide a 6 pin multi-level master key system comprised of patented controlled keys and security cylinders operated by one (1) key of the highest level. Geographical exclusivity to be provided for all security and high security cylinders and UL437 certification where specified.

    a. DG2 Cylinders: Provide utility patented controlled keyway and side bar locking

    incorporating unique angled bottom pins for geographical exclusivity. Cylinders constructed to provide protection against bumping and picking.

    2. Acceptable Manufacturer:

    a. Sargent Manufacturing (SA) - Degree Series.

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    b. Corbin Russwin (RU) - Medeco KeyMark X4 Series. c. Medeco (MC) - Keymark X4 Series. d. Schlage Lock (SC) Primus Everest D Series.

    D. Cylinders: Original manufacturer cylinders complying with the following:

    1. Mortise Type LFIC: Threaded cylinders with rings and straight- or clover-type cam. 2. Rim Type LFIC: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and

    raised trim ring. 3. Bored-Lock Type LFIC: Cylinders with tailpieces to suit locks. 4. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be

    flush and be free spinning with matching finishes.

    E. Keying System: Each type of lock and cylinders to be factory keyed. Conduct specified "Keying Conference" to define and document keying system instructions and requirements. Furnish factory cut, nickel-silver large bow permanently inscribed with a visual key control number as directed by Owner. Incorporate decisions made in keying conference, and as follows:

    1. Master Key System: Cylinders are operated by a change key and a master key. 2. Grand Master Key System: Cylinders are operated by a change key, a master key, and a

    grand master key. 3. Verify whether keying into existing or new system with Owner.

    F. Key Quantity: Provide the following minimum number of keys:

    1. Top Master Key: One (1) 2. Change Keys per Cylinder: Two (2) 3. Master Keys (per Master Key Group): Two (2) 4. Grand Master Keys (per Grand Master Key Group): Two (2) 5. Construction Control Keys (where required): Two (2) 6. Permanent Control Keys (where required): Two (2)

    G. Construction Keying: Provide construction master keyed cylinders or temporary keyed construction cores where specified. Provide construction master keys in quantity as required by project Contractor. Replace construction cores with permanent cores. Furnish permanent cores for installation as directed under specified "Keying Conference".

    H. Key Registration List: Provide keying transcript list to Owner's representative in the proper format for importing into key control software.

    I. Key Control Cabinet: Provide a key control system including envelopes, labels, and tags with self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent markers, and standard metal cabinet. Key control cabinet shall expansion capacity of 150% of the number of locks required for the project.

    1. Acceptable Manufacturers:

    a. Lund Equipment (LU). b. Telkee (TK).

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    2.5 MECHANICAL LOCKS AND LATCHING DEVICES

    A. Mortise Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.13, Series 1000, Operational Grade 1 certified mortise locksets furnished in the functions as specified in the Hardware Sets. Locksets to be manufactured with a corrosion resistant, stamped 12 gauge minimum formed steel case and be field-reversible for handing without disassembly of the lock body. Lockset trim (including knobs, levers, escutcheons, roses) to be the product of a single manufacturer. Furnish with standard 2 3/4" backset, 3/4" throw anti-friction stainless steel latchbolt, and a full 1" throw stainless steel bolt for deadbolt functions.

    1. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU) ML2000 Series. b. Sargent Manufacturing (SA) 8200 Series. c. Schlage (SC) L9000 Series.

    B. Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.2, Series 4000, Grade 1 certified cylindrical (bored) locksets furnished in the functions as specified in the Hardware Sets. Lock chassis fabricated of heavy gauge steel, zinc dichromate plated, with through-bolted application. Furnish with solid cast levers, standard 2 3/4 backset, and 1/2" (3/4" at rated paired openings) throw brass or stainless steel latchbolt. Locks are to be non-handed and fully field reversible.

    1. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU) CL3300 Series. b. Sargent Manufacturing (SA) 10 Line. c. Schlage (SC) ND Series.

    C. Lock Trim Design: As specified in Hardware Sets.

    D. Knurling: Where specified provide knurling or abrasive coating to all levers on doors leading to hazardous areas such as mechanical rooms, boiler and furnace rooms, janitor closets, and as otherwise required by the Illinois Accessibility Code.

    2.6 LOCK AND LATCH STRIKES

    A. Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set, unless otherwise indicated, and as follows:

    1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.

    2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim. 3. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for

    aluminum framing.

    B. Standards: Comply with the following:

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    1. Strikes for Mortise Locks and Latches: BHMA A156.13. 2. Strikes for Bored Locks and Latches: BHMA A156.2. 3. Strikes for Auxiliary Deadlocks: BHMA A156.5. 4. Dustproof Strikes: BHMA A156.16.

    2.7 CONVENTIONAL EXIT DEVICES

    A. Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified panic and fire exit hardware devices furnished in the functions specified in the Hardware Sets. Mounting rails to be formed from smooth stainless steel, brass or bronze architectural materials no less than 0.072" thick, with push rails a minimum of 0.062" thickness. Painted or aluminum metal rails are not acceptable. Exit device latch to be investment cast stainless steel, pullman type, with deadlock feature.

    1. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU) - ED4000 / ED5000 Series. b. Sargent Manufacturing (SA) - 80 Series. c. Von Duprin (VD) - 35A/98 XP Series.

    B. Security Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified rim panic and fire exit hardware devices furnished in the functions specified in the Hardware Sets. Mounting rails to be formed from smooth stainless steel, brass or bronze architectural materials no less than 0.072" thick, with push rails a minimum of 0.062" thickness. Painted or aluminum metal rails are not acceptable. Exit device latch to be constructed of high grade, heat treated, corrosion resistant nickel steel alloy, and have a full 3/4" throw projection with slide action positive deadlocking.

    1. Static Load Force Resistance: Minimum 3000 lbs certified independent tested.

    2. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU) - ED5000S Series. b. Must be provided at pairs with removable mullion.

    C. Tube Steel Removable Mullions: ANSI/BHMA A156.3 removable steel mullions with malleable-iron top and bottom retainers and a primed paint finish. Provide keyed removable feature, stabilizers, and mounting brackets as specified in the Hardware Sets. At openings designed for severe wind load conditions due to hurricanes or tornadoes, provide manufacturers approved mullion and accessories to meet applicable state and local windstorm codes.

    1. Acceptable Manufacturers:

    a. Corbin Russwin Hardware (RU) - 700/900 Series. b. Sargent Manufacturing (SA) - 980S Series. c. Von Duprin (VD) 4954/9954 Series.

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    2.8 STAND ALONE ACCESS CONTROL LOCKING DEVICES

    A. Stand Alone Electronic Keypad Locksets and Exit Devices: Internal, battery-powered, self-contained ANSI Grade 1 mortise or cylindrical lock consisting of electronically motor driven locking mechanism and integrated keypad without requirements for separate electronic programming devices. Locks to accept standard, interchangeable (removable) core, security and high security override cylinders. Provide keypad locks with a minimum 100 user codes furnished standard with 6 "AA" batteries and non-volatile memory.

    1. Acceptable Manufacturers:

    a. Sargent Manufacturing (SA) - KP Series. b. Schlage (SC) - AD100 Series.

    2.9 DOOR CLOSERS

    A. All door closers specified herein shall meet or exceed the following criteria:

    1. General: Door closers to be from one manufacturer, matching in design and style, with the same type door preparations and templates regardless of application or spring size. Closers to be non-handed with full sized covers including installation and adjusting information on inside of cover.

    2. Standards: Closers to comply with UL-10C and UBC 7-2 for Positive Pressure Fire Test and be U.L. listed for use of fire rated doors.

    3. Size of Units: Comply with manufacturer's written recommendations for sizing of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Where closers are indicated for doors required to be accessible to the physically handicapped, provide units complying with ANSI ICC/A117.1 provisions for door opening force and delayed action closing.

    4. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in Hardware Sets.

    a. Where closers are indicated to have mechanical dead-stop, provide heavy duty arms and brackets with an integral positive stop.

    b. Where closers are indicated to have mechanical hold open, provide heavy duty units with an additional built-in mechanical holder assembly designed to hold open against normal wind and traffic conditions. Holder to be manually selectable to on-off position.

    c. Where closers are indicated to have a cushion-type stop, provide heavy duty arms and brackets with spring stop mechanism to cushion door when opened to maximum degree.

    5. Closer Accessories: Provide door closer accessories including custom templates, special mounting brackets, spacers and drop plates, and through-bolt or security type fasteners as specified in the door Hardware Sets.

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    6. Door closer shall be installed for maximum aesthetics. In general, install closers regular arm on inswinging doors and parallel arm on outswinging doors, or as otherwise noted.

    B. Door Closers, Surface Mounted (Heavy Duty): ANSI/BHMA A156.4, Grade 1 surface mounted, heavy duty door closers with complete spring power adjustment, sizes 1 thru 6; and fully operational adjustable according to door size, frequency of use, and opening force. Closers to be rack and pinion type, one piece cast iron or aluminum alloy body construction, with adjustable backcheck and separate non-critical valves for closing sweep and latch speed control. Provide non-handed units and high impact, non-corrosive plastic covers standard.

    1. Acceptable Manufacturers:

    a. LCN Closers (LC) - 4040XP Series. b. Sargent Manufacturing (SA) - 351 Series. c. Norton Door Controls (NO) - 7500 Series.

    2.10 ARCHITECTURAL TRIM

    A. Door Protective Trim

    1. General: Door protective trim units to be of type and design as specified below or in the Hardware Sets.

    2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than door width (LDW) on stop side and not more than 1" less than door width on pull side. Coordinate and provide proper width and height as required where conflicting hardware dictates. Height to be as specified in the Hardware Sets.

    3. Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates (kick, armor, or mop), fabricated from the following.

    a. Stainless Steel: 050-inch thick, with countersunk screw holes (CSK).

    4. Fasteners: Provide manufacturer's designated fastener type as specified in the Hardware Sets.

    5. Metal Door Edging: Door protection edging fabricated from a minimum .050-inch thick metal sheet, formed into an angle or "U" cap shapes, surface or mortised mounted onto edge of door. Provide appropriate leg overlap to account for protection plates as required. Height to be as specified in the Hardware Sets.

    6. Acceptable Manufacturers:

    a. McKinney Architectural Hardware (MK). b. Rockwood Manufacturing (RO). c. Trimco (TC).

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    2.11 DOOR STOPS AND HOLDERS

    A. General: Door stops and holders to be of type and design as specified below or in the Hardware Sets.

    B. Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and wall bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated, unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide overhead type stops and holders.

    1. Acceptable Manufacturers:

    a. McKinney Architectural Hardware (MK). b. Rockwood Manufacturing (RO). c. Trimco (TC).

    C. Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified overhead stops and holders to be surface or concealed types as indicated in Hardware Sets. Track, slide, arm and jamb bracket to be constructed of extruded bronze and shock absorber spring of heavy tempered steel. Provide non-handed design with mounting brackets as required for proper operation and function.

    1. Acceptable Manufacturers:

    a. Rixson Door Controls (RF). b. Rockwood Manufacturing (RO). c. Sargent Manufacturing (SA).

    2.12 ARCHITECTURAL SEALS

    A. General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated. At exterior applications provide non-corrosive fasteners and elsewhere where indicated.

    B. Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke control ratings indicated, based on testing according to UL 1784.

    1. Provide smoke labeled perimeter gasketing at all smoke labeled openings.

    C. Fire Labeled Gasketing: :Assemblies complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to UL-10C.

    1. Provide intumescent seals as indicated to meet UL10C Standard for Positive Pressure Fire Tests of Door Assemblies, and UBC 7-2, Fire Tests of Door Assemblies.

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    D. Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting agency, for sound ratings indicated, based on testing according to ASTM E 1408.

    E. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer.

    F. Acceptable Manufacturers:

    1. McKinney Weatherstripping Products (MW). 2. Pemko Manufacturing (PE). 3. Reese Enterprises, Inc. (RS).

    2.13 FABRICATION

    A. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended.

    2.14 FINISHES

    A. Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes indicated by certain manufacturers for their products.

    B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware.

    C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

    PART 3 - EXECUTION

    3.1 EXAMINATION

    A. Examine scheduled openings, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance.

    B. Notify architect of any discrepancies or conflicts between the door schedule, door types, drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.

    3.2 PREPARATION

    A. Hollow Metal Doors and Frames: Comply with ANSI/DHI A115 series.

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    B. Wood Doors: Comply with ANSI/DHI A115-W series.

    3.3 INSTALLATION

    A. Install each item of mechanical and electromechanical hardware and access control equipment to comply with manufacturer's written instructions and according to specifications.

    1. Installers are to be trained and certified by the manufacturer on the proper installation and adjustment of fire, life safety, and security products including: hanging devices; locking devices; closing devices; and seals.

    B. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations:

    1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames."

    2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors."

    3. Where indicated to comply with accessibility requirements, comply with ANSI A117.1 "Accessibility Guidelines for Buildings and Facilities."

    4. Provide blocking in drywall partitions where wall stops or other wall mounted hardware is located.

    C. Retrofitting: Install door hardware to comply with manufacturer's published templates and written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 9 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved.

    D. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants."

    E. Storage: Provide a secure lock up for hardware delivered to the project but not yet installed. Control the handling and installation of hardware items so that the completion of the work will not be delayed by hardware losses before and after installation.

    3.4 FIELD QUALITY CONTROL

    A. Field Inspection: Supplier will perform a final inspection of installed door hardware and state in report whether work complies with or deviates from requirements, including whether door hardware is properly installed, operating and adjusted.

    3.5 ADJUSTING

    A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to

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    operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

    3.6 CLEANING AND PROTECTION

    A. Protect all hardware stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame.

    B. Clean adjacent surfaces soiled by door hardware installation.

    C. Clean operating items as necessary to restore proper finish. and provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of owner occupancy.

    3.7 DEMONSTRATION

    A. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and electromechanical door hardware.

    3.8 DOOR HARDWARE SCHEDULE

    A. The hardware sets represent the design intent and direction of the owner and architect. They are a guideline only and should not be considered a detailed hardware schedule. Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality.

    B. Manufacturers Abbreviations:

    1. MK - McKinney 2. RO - Rockwood 3. SA - Sargent 4. RF - Rixson

    5. PE Pemko 6. KX Knox Company

    C. Hardware Schedule:

    Hardware Set 1

    Doors: 137A, 150

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    6 Hinge (heavy weight) T4A3386 (NRP) 4-1/2" x 4-1/2" US32D MK 1 Removable Mullion DG2 63 64 L980S MK x stabilizers PC SA 1 Exit Device TB 8810 ETP US32D SA

    1 Keypad Exit Device TB DG2 63 64 LK8877 ETP x weatherseal & shroud US32D SA

    2 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 2 Kick Plate K1050 8" x 2" LDW US32D RO 1 Threshold 253x3AFG FHSL x LAR PE 1 Mullion Seal 5110BL x mullion height PE 2 Door Sweep 315CN x DW PE 1 Weatherseal 303AS, head and jambs PE 2 Meeting Stile Seal 305CN x door height PE

    Hardware Set 2 Doors: 100A, 100B, 144 3 Hinge (heavy weight) T4A3386 (NRP) 4-1/2" x 4-1/2" US32D MK 1 Exit Device TB DG2 63 64 8804 PSB US32D SA 1 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 1 Kick Plate K1050 8" x 2" LDW US32D RO 1 Wall Stop 403 EXP @ 100B, 144 US26D RO 1 Threshold 253x3AFG FHSL14 x LAR PE 1 Door Sweep 315CN x DW PE 1 Weatherseal 303AS, head and jambs PE

    Hardware Set 3 Doors: 104A, 104B, 147A

    3 Hinge (heavy weight) T4A3386 (NRP) 4-1/2" x 4-1/2" US32D MK 1 Keypad Exit Device TB DG2 63 64 LK8877 ETP x weatherseal & shroud US32D SA 1 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 1 Kick Plate K1050 8" x 2" LDW US32D RO 1 Wall Stop 403 EXP US26D RO 1 Threshold 253x3AFG FHSL14 x LAR PE 1 Door Sweep 315CN x DW PE 1 Weatherseal 303AS, head and jambs PE

    Hardware Set 4 Doors: 143, M10

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    DOOR HARDWARE 087100 - 20

    6 Hinge (heavy weight) T4A3386 (NRP) 4-1/2" x 4-1/2" US32D MK 2 Flush Bolt 555 US26D RO 1 Dust Proof Strike 570 US26D RO

    1 Mortise Lock (storeroom deadbolt) DG2 63 64 8251 LNP MK US26D SA

    1 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 2 Kick Plate K1050 16" x 2" LDW US32D RO 2 Kick Down Stop/Holder 461/461L US26D RO 1 Threshold 253x3AFG FHSL14 x LAR PE 2 Door Sweep 315CN x DW PE 1 Weatherseal 303AS, head and jambs PE 1 Astragal 357SP x S88D PE

    Hardware Set 5 Doors: 350A, 350B 4 Hinge (heavy weight) T4A3386 (NRP) 4-1/2" x 4-1/2" US32D MK 1 Cylindrical Lock (classroom) 28 DG2 63 64 10G37 LP MK US26D SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Threshold 253x3AFG FHSL14 x LAR PE 1 Door Sweep 315CN x DW PE 1 Weatherseal 303AS, head and jambs PE

    Hardware Set 6 Doors: 137B 6 Hinge (heavy weight) T4A3786 4-1/2" x 4-1/2" US26D MK 2 Dummy Push Rail TB 8893 US32D SA 2 Dummy Lever Trim 710-ETP US32D SA 2 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 2 Wall Stop 403 EXP US26D RO 2 Kick Plate K1050 8" x 2" LDW US32D RO 1 Meeting Stile Seal S772D x door height PE 1 Gasketing S773D, head and jambs PE

    Hardware Set 7 Doors: 148, M01, M04

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    DOOR HARDWARE 087100 - 21

    3 Hinge TA2714 (NRP) 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (storeroom) 28 DG2 63 64 10G04 LP MK US26D SA 1 Door Closer (surface) TB 351 O/P9 x plate as required EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 8 Doors: 132, 133, 135, M02, M03, M11 3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (passage) 28 10U15 LP US26D SA 1 Door Closer (surface) TB 351 O/P9 EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 9 Doors: 105, 107, 110, 112, 115, 117, 130 3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (passage) 28 10U15 LP US26D SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 10 Doors: 119, 121 3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (privacy) 28 10U65 LP MK US26D SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 11 Doors: 125 6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 2 Flush Bolt 555 US26D RO

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    DOOR HARDWARE 087100 - 22

    1 Dust Proof Strike 570 US26D RO 1 Cylindrical Lock (passage) 28 10GU15 LP US26D SA 2 Wall Stop 409 US32D RO 2 Silencer 608 RO

    Hardware Set 12 Doors: 147B 6 Hinge TA2714 (NRP) 4-1/2" x 4-1/2" US26D MK 1 Coordinator 1600 x FB Black RO 2 Mounting Bracket 1601AB/C as required Black RO 1 Combo Flush Bolt Set 1945 US26D RO 1 Dust Proof Strike 570 US26D RO 1 Cylindrical Lock (classroom) 28 DG2 63 64 10G37 LP MK US26D SA 1 Door Closer (surface) TB 351 O/P9 H x plate as required EN SA 1 Door Closer (surface w/stop arm) TB 351 CPSH x plate as required EN SA 2 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE 1 Meeting Stile Seal S772D x door height PE

    Hardware Set 13 Doors: 126A, 126B, M49 3 Hinge TA2714 (NRP) 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (classroom) 28 DG2 63 64 10G37 LP MK US26D SA 1 Door Closer (surface) TB 351 O/P9 H x plate as required EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 13A Doors: 131, 134, M05 3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (passage) 28 10U15 LP US26D SA 1 Door Closer (surface) TB 351 O/P9 H x plate as required EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

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    DOOR HARDWARE 087100 - 23

    Hardware Set 14

    Doors: 127, 136 3 Hinge T4A3786 4-1/2" x 4-1/2" US26D MK 1 Push Plate 70C 4 x 16 US32D RO 1 Pull Plate BF110 x 70C 4 x 16 US32D RO 1 Door Closer (surface) TB 351 CPSH x plate as required EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 15 Doors: 123A 3 Hinge (heavy weight) T4A3786 (NRP) 5" x 4-1/2" US26D MK 1 Cylindrical Lock (passage) 28 10U15 LP US26D SA 1 Door Closer (surface) TB 351 O/P9 EN SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 16 Doors: 106A, 106B, 111A, 111B, 116A, 116B, 120A, 120B 3 Hinge TA2314 4-1/2" x 4-1/2" US32D MK 1 Cylindrical Lock (privacy) 28 10U65 LP US26D SA 1 Surface Overhead Stop 10-X36 630 RF 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Gasketing S773D, head and jambs PE

    Hardware Set 17 Doors: 101, 102, 114, 146 3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK 1 Cylindrical Lock (privacy) 28 10U65 LP US26D SA 1 Kick Plate K1050 16" x 2" LDW US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing S773D, head and jambs PE

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    DOOR HARDWARE 087100 - 24

    Hardware Set 18 Doors: 108, 109, 113, 129 2 Wire Pull 853 US26D RO 1 Bifold Door Set HF4/100A/6 PE

    Hardware set 19 Doors: 124A, 138A, 138B, 138C, 138D, 138E, 138F, 141, 196, 197 1 Misc All Hardware By Others

    Hardware Set 20 Doors: Miscellaneous Hardware 1 Key Box 3200(R), hinged door, color by archt KX 1 Key Blank Box of 50 in projects keyway SA 1 Key Cabinet Per specifications, sized for project

    END OF SECTION 087100

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    UNIT SKYLIGHTS 086400 - 1

    SECTION 086400 - UNIT SKYLIGHTS

    PART 1 - GENERAL

    1.1 SUMMARY

    A. Section Includes:

    1. Self-flashing unit skylights with prefabricated integral curb.

    B. Related Sections:

    1. Division 06 Section "Rough Carpentry" for wood framing and blocking at unit skylights.

    2. Division 07 Section "Roof Accessories" for roof curbs at skylights.

    1.2 PERFORMANCE REQUIREMENTS A. The FS deck mount skylight is independently tested in accordance with listed standards

    for compliance with the unit skylight provisions of the 2003, 2006 and 2009 IBC, IECC, and IRC as follows:

    a. AAMA/WDMA/CSA 101/I.S.2/A440-05 (NAFS 05) and/or

    AAMA/WDMA/CSA 101/I.S.2/A440-08 (NAFS 08) Performance Grades must be greater than or equal to: i. Downward design pressure = 100 psf

    ii. Uplift Design Pressure = 40 psf

    b. AAMA/WDMA/CSA 101/I.S.2/A440-02 (NAFS 02) Rated pressures must be greater than or equal to:

    i. Downward design pressure = 100 psf ii. Uplift Design Pressure = 50 psf

    B. Air leakage: Maximum of 0.4 l/s/m (0.08 CFM/ft) of total unit area, measured at a pres-

    sure of 75 Pa (1.57 psf) in accordance with ASTM E 283, per the NAFS standards in (A).

    C. Water infiltration: No water penetration noted as measured in accordance with ASTM E 331 with a test pressure differential of 720 Pa (15.0 psf). Exceeds requirements of NAFS standards in (A).

    D. Thermal Performance: U-factor = 0.45 Btu/hr*ft2*F or less, SHGC = 0.26 or less and

    Vt = 0.52 or greater (clear). Tested and certified in accordance with NFRC 100 and 200 procedures. Applicable to aluminum and copper clad models. 2010 ENERGY STAR qualified in all U.S. zones. Applicable to aluminum and copper-clad models.

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    UNIT SKYLIGHTS 086400 - 2

    E. FS skylights with impact glazing (06): Tested and certified in accordance with ASTM E 1886 and ASTM E 1996, Rated for Wind Zone 3, Missile Level C, Cycle Pressure +50 / -50.

    F. Limit member deflection to flexure limit of glass with full recovery of glazing materials. G. System accommodates, without damage to components or deterioration of seals, move-

    ment between frame and perimeter components.

    1.3 SUBMITTALS

    A. Product Data: For each type of unit skylight indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for unit skylights.

    1. Motors: Show nameplate data, ratings, characteristics, and mounting arrangements.

    B. LEED Submittals: 1. Product Data for Credit EQ 4.1: For adhesives and sealants, including printed statement

    of VOC content.

    C. Shop Drawings: For unit skylight work. Include plans, elevations, sections, details, and connections to supporting structure and other adjoining work.

    1. Unit Skylight Operating System: Show locations, mounting, and details for installing operator components and controls.

    D. Samples for Verification: For each type of exposed finish required, in a representative section of each unit skylight in manufacturer's standard size.

    E. Product Schedule: For unit skylights.

    F. Qualification Data: For qualified Installer and manufacturer.

    G. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency for each type and size of unit skylight.

    H. Field quality-control reports.

    I. Maintenance Data: For unit skylights to include in maintenance manuals.

    J. Warranty: Sample of special warranty.

    1.4 QUALITY ASSURANCE

    A. Manufacturer Qualifications: A manufacturer capable of fabricating unit skylights that meet or exceed performance requirements indicated and of documenting this performance by inclusion in lists and by labels, test reports, and calculations.

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    UNIT SKYLIGHTS 086400 - 3

    B. Installer Qualifications: An installer acceptable to unit skylight manufacturer for installation of units required for this Project.

    C. Source Limitations: Obtain unit skylights from single source from single manufacturer.

    D. Surface-Burning Characteristics of Plastic Glazing: Provide plastic glazing sheets identical to those tested for fire-exposure behavior per test method indicated below by a testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency.

    1. Self-Ignition Temperature: 650 deg F (343 deg C) or more for plastic sheets in thickness indicated when tested per ASTM D 1929.

    2. Smoke-Production Characteristics: Comply with either requirement below:

    a. Smoke-Developed Index: 450 or less when tested per ASTM E 84 on plastic sheets in manner indicated for use.

    b. Smoke Density: 75 or less when tested per ASTM D 2843 on plastic sheets in thickness indicated for use.

    3. Burning Characteristics: Tested per ASTM D 635.

    E. Preinstallation Conference: Conduct conference at Project site.

    1.5 COORDINATION

    A. Coordinate unit skylight flashing requirements with roofing system.

    B. Coordinate sizes and locations of prefabricated curbs with actual unit skylights provided.

    C. Provide anchors and inserts to be placed in adjacent construction in proper sequence so as not to delay the Work.

    1.6 WARRANTY

    A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of unit skylights that fail in materials or workmanship within specified warranty period.

    1. Failures include, but are not limited to, the following:

    a. Uncontrolled water leakage. b. Deterioration of metals, metal finishes, and other materials beyond normal

    weathering. c. Yellowing of acrylic glazing. d. Breakage of polycarbonate glazing. e. Deterioration of insulating-glass hermetic seal.

    2. Warranty Period: Five years from date of Substantial Completion.

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    UNIT SKYLIGHTS 086400 - 4

    PART 2 - PRODUCTS

    2.1 MANUFACTURERS

    A. Basis-of-Design Product: Subject to compliance with requirements, provide Velux; FCM 3046; Impact Aluminum Skylights; Size M06; high profile flashing with adhesive underlayment or comparable product by one of the following:

    1. American Skylites. 2. APC Dayliter; C/S Group. 3. Auburn Skylights; Major Industries, Inc. 4. Bristolite Skylights. 5. Exarc Skylights, Inc. 6. Fiore Skylights, Inc. 7. Fox Lite, Inc.; Skymaster Skylights. 8. Kalwall Corporation. 9. Naturalite Skylight Systems; Vistawall Group (The). 10. Skyline Sky-Lites, LLC. 11. Solar Green. 12. Solar Industries, Inc. 13. Sunglo Skylight Products.

    2.2 MATERIALS

    A. Aluminum Components:

    1. Sheets: ASTM B 209 (ASTM B 209M), alloy and temper to suit forming operations and finish requirements but with not less than the strength and durability of alclad Alloy 3005-H25.

    2. Extruded Shapes: ASTM B 221 (ASTM B 221M), alloy and temper to suit structural and finish requirements

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