drawn...juneau, alaska 99801 fax: 907-586-2099 phone: 907-586-2093 e ngineers i, nc. juneau, alaska...
TRANSCRIPT
6PND PROJECT NO.:APPROVED:DRAWN:
DESIGN: CHECKED:
SCALE:
DATE:
SHEET TITLE:
OF
DWG. FILE:
SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION
PHASE II CONTRACT NUMBER = BE 18-093
Christopher GianottiSE-14256
REG IS T ER ED P R O F E S S IO NA L ENGINEER
ALASKA
PROJECT LOCATION
SOUTHEAST ALASKA
JUNEAU
VICINITY MAP- DOUGLAS
THIS
PROJECT
1
COVER SHEET AND
VICINITY MAP
S001
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II
JUNEAU, ALASKA
TREADWELL HISTORIC PRESERVATION AND RESTORATION SOCIETY
2017
CONTRACT NUMBER BE18-093
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8/21/17
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KODIAK
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KOTZEBUE
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BRISTOL BAY
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UNALASKA/DUTCH HARBOR
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CHUKCHI SEA
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DILLINGHAM
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BETHEL
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NOME
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SEWARD
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FAIRBANKS
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USA
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CANADA
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JUNEAU
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BARROW
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BEAUFORT SEA
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KETCHIKAN
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ANCHORAGE
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WRANGELL
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PETERSBURG
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CRAIG
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SITKA
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HAINES
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SKAGWAY
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KETCHIKAN
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AS SHOWN
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0
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75
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150 FT.
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ST. ANN AVENUE
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5TH ST.
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SAVIKKO PARK
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TREADWELL ACCESS RESTRICTED
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TREADWELL TRAILS
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ARENA
6PND PROJECT NO.:APPROVED:DRAWN:
DESIGN: CHECKED:
SCALE:
DATE:
SHEET TITLE:
OF
DWG. FILE:
SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II CONTRACT NUMBER BE 18-093
Christopher GianottiSE-14256
REG IST ER ED P R O F E S S IO NA L ENGINEER
2
STRUCTURAL
GENERAL NOTES
S002
STRUCTURAL GENERAL NOTES
ABBREVIATIONS
GIRDER- BEAM IMPROVEMENTS
TYPICAL DETAIL
1
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SAW CUT SLAB AT FACE OF JOIST
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VERIFY SOUNDNESS OF CONCRETE BY SOUNDING W/ CHIPPING HAMMER
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PATCH VOIDS AND CRACKS THAT REVEAL REINFORCING STEEL LESS THAN 4" DEEP WITH "CEMENT-ALL". TROWEL TO SMOOTH FINISH.
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REMOVE LOOSE RUST ON EXPOSED REBAR
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REMOVE UNSOUND CONCRETE
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NOTES: FOR SPALLS 1 " DEEP OR LESS WITH 12" DEEP OR LESS WITH NO EXPOSED REBAR DO NOT REPAIR.
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8/21/17
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AISCAMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASCEAMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS APPROXAPPROXIMATE APPROXIMATE ASTMAMERICAN SOCIETY OF TESTING AND MATERIALS AMERICAN SOCIETY OF TESTING AND MATERIALS AWPA AMERICAN WOOD PRESERVES ASSOCIATION AMERICAN WOOD PRESERVES ASSOCIATION CLCENTERLINE CENTERLINE COLCOLUMN COLUMN CONCCONCRETE CONCRETE (E)/EXIST EXISTING EXISTING EAEACH EACH EWEACH WAY EACH WAY EMBEDEMBEDMENT EMBEDMENT GACCELERATION DUE TO GRAVITY ACCELERATION DUE TO GRAVITY GAGAGE GAGE KSIKIPS PER SQUARE INCH (1 KIP = 1000 POUNDS) KIPS PER SQUARE INCH (1 KIP = 1000 POUNDS) PLPLATE PLATE PLWDPLYWOOD PLYWOOD PSFPOUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSIPOUNDS PER SQUARE INCH POUNDS PER SQUARE INCH REINFREINFORCEMENT REINFORCEMENT OCON CENTER ON CENTER OPPOPPOSITE OPPOSITE STDSTANDARD STANDARD TYPTYPICAL TYPICAL VERTVERTICAL VERTICAL W/WITH WITH WWPAWESTERN WOOD PRODUCTS ASSOCIATION WESTERN WOOD PRODUCTS ASSOCIATION WCLIBWEST COAST LUMBER INSPECTION BUREAUWEST COAST LUMBER INSPECTION BUREAU
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CRITERIA CODE 2012 EDITION OF INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE CITY AND BOROUGH OF JUNEAU AND THE STATE OF ALASKA LOADS SNOW: GROUND SNOW LOAD:pg = 70 PSF pg = 70 PSF 70 PSF EXPOSURE COEFFICIENT, Ce = 1.0 Ce = 1.0 THERMAL COEFFICIENT, Ct = 1.2 (UNHEATED ROOFS) Ct = 1.2 (UNHEATED ROOFS) IMPORTANCE FACTOR, I = 1.0 I = 1.0 FLAT ROOF SNOW LOAD, Pf = 59 psf Pf = 59 psf SLOPED ROOF COEFFICIENT:Cs = 0.60 PSF Cs = 0.60 PSF SLOPED ROOF SNOW LOAD:40 PSF MINIMUM 40 PSF MINIMUM WIND: 116 MILES PER HOUR (3-SECOND GUST) EXPOSURE D IMPORTANCE, I = 1.0 SEISMIC LOADS SITE CLASS: D Ss = 0.616 g, Fa = 1.31, Sds = 0.53g Fa = 1.31, Sds = 0.53g Sds = 0.53g S1 = 0.42 g, Fv = 1.58, Sd1 = 0.45g Fv = 1.58, Sd1 = 0.45g Sd1 = 0.45g DESIGN CATEGORY D R = 4.0 CONCRETE SHEAR WALL STRUCTURE IMPORTANCE, Ie = 1.0 Cs = 0.13 g MATERIALS AND CONSTRUCTION CONCRETE CONCRETE SHALL BE A DENSE WORKABLE MIX THAT WHEN PLACED IS FREE OF EXCESS SURFACE WATER. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI, HAVE A MAXIMUM AGGREGATE SIZE OF 3/8 INCHES AND BE ENTRAINED WITH AIR. FOR A MAXIMUM AGGREGATE SIZE OF 3/8 INCHES AIR CONTENT SHALL BE BETWEEN 6.5 AND 9.5 PERCENT. CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. ALL BARS SHALL BE IN PLACE AND SECURED PRIOR TO PLACING CONCRETE. MINIMUM COVER SHALL BE AS NOTED. SUBMIT CONCRETE REINFORCING FABRICATION DRAWINGS FOR REVIEW AND APPROVAL. CONCRETE SHALL BE MIXED, PLACED, CONSOLIDATED AND CURED IN ACCORDANCE WITH THE BUILDING CODE. CONCRETE SHALL BE PROTECTED FROM FREEZING BY COVERING AND HEATING AS REQUIRED TO ENSURE CONCRETE TEMPERATURE IS NOT BELOW 40 DEGREES F UNTIL CURED. CONCRETE REPAIRS REPAIR GROUT. REMOVE UNSOUND CONCRETE USING CHIPPING HAMMERS, BUSHING TOOLS OR OTHER EFFECTIVE METHODS. RINSE CONCRETE TO REMAIN OF DUST WITH WATER. REPAIR SPALLS, LARGE CRACKS AND VOIDS LESS THAN 4 INCHES DEEP WITH RAPID SET "CEMENT ALL". PERFORM SURFACE PREPARATION, MIXING, PLACEMENT AND CURING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CORROSION INHIBITOR: SIMPSON FX406. PREPARE REBAR FOR APPLICATION BY VIGOROUS WIRE BRUSHING. BONDING AGENT: SIMPSON FX752 BONDING AGENT OR APPROVED EQUAL. PENETRATING SEALER: ASHFORD FORMULA OR APPROVED EQUAL SILANE OR SILOXANE PENETRATING SEALER. TIMBER NAILERS SHALL BE HEM FIR NO 1 GRADE OR OF A SPECIES AND GRADE WITH HIGHER ALLOWABLE STRESSES. LUMBER SPECIFIED AS "TREATED" SHALL BE PRESSURE PRESERVATIVE TREATED PER AWPA STANDARDS, USE CATEGORY 4A FOR IN GROUND CONTACT OR FRESH WATER. USE HOT DIP GALVANIZED NAILS AND SCREWS. FIELD TREAT ALL DAMAGE TO PRESERVATIVE TREATMENT AND AT ALL CUTS AND HOLES PER AWPA M4 USING COPPER NAPTHENATE SOLUTION. DEMOLITION REMOVE ALL MATERIALS NOTED TO BE DEMOLISHED AND DISPOSE IN A LEGAL MANNER OFF SITE.
6PND PROJECT NO.:APPROVED:DRAWN:
DESIGN: CHECKED:
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DATE:
SHEET TITLE:
OF
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SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II CONTRACT NUMBER BE 18-093
Christopher GianottiSE-14256
REG IST ER ED PR O FE S S IO NA L ENG INEER
3
GROUND FLOOR
DEMOLITION PLAN
S101
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(E) VAULT
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(E) VAULT
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(E) 12"x20" GIRDER TO REMAIN
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7"x14" BEAM
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(E) " BARS 16" O.C. 38" BARS 16" O.C.
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(E) " BARS 4 " O.C. 38" BARS 412" O.C.
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(E) 7"x14" BEAMS AT 7'-0" O.C. TO REMAIN
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ABRADE TOP OF SLAB TO REMAIN W/ SHOT BLASTER, CHIPPING HAMMER OR BUSHING TOOL. REMOVE LOOSE CONCRETE. AT EXPOSED REBAR REMOVE LOOSE RUST
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EXISTING FILLED DOOR
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REMOVE EXISTING STOVE AND ALL ASSOCIATED DUCTS, CHIMNEYS OR PIPES.
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(E) COLS
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6PND PROJECT NO.:APPROVED:DRAWN:
DESIGN: CHECKED:
SCALE:
DATE:
SHEET TITLE:
OF
DWG. FILE:
SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II CONTRACT NUMBER BE 18-093
Christopher GianottiSE-14256
REG IST ER ED PR O FE S S IO NA L ENG INEER
4
SECOND FLOOR
DEMOLITION PLAN
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(E) 7"x14" BEAMS AT 7'-0" O.C. TO REMAIN
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(E) 12" WIDE x 20" DEEP GIRDER, TO REMAIN
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(E) OPENING
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REFURBISH BEAM, SEE NOTES
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NOTES: 1.DIMENSIONS ARE APPROXIMATE FIELD VERIFY DIMENSIONS ARE APPROXIMATE FIELD VERIFY 2.FILL CRACKS LARGER THAN 0.02" WIDE WITH "CEMENT ALL". FILL CRACKS LARGER THAN 0.02" WIDE WITH "CEMENT ALL". 3.AT BEAMS, REMOVE LOOSE RUST FROM ALL EXPOSED AT BEAMS, REMOVE LOOSE RUST FROM ALL EXPOSED REBAR USING WIRE BRUSH. 4.AT BEAMS, COAT ALL EXPOSED REBAR WITH CORROSION AT BEAMS, COAT ALL EXPOSED REBAR WITH CORROSION INHIBITOR. REPAIR SPALLS WITH "CEMENT ALL". 5.CUT ALL CONDUIT AND EMBEDDED STRUCTURAL STEEL CUT ALL CONDUIT AND EMBEDDED STRUCTURAL STEEL FLUSH WITH FACE OF CONCRETE.
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DESIGN: CHECKED:
SCALE:
DATE:
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OF
DWG. FILE:
SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II CONTRACT NUMBER BE 18-093
Christopher GianottiSE-14256
REG IST ER ED PR O FE S S IO NA L ENG INEER
5
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(E) 7"x14" BEAM
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(E) 7"x14" BEAMS AT 7'-0" O.C. TO REMAIN
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NOTES: 1.DIMENSIONS ARE APPROXIMATE FIELD VERIFY.DIMENSIONS ARE APPROXIMATE FIELD VERIFY.
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(E) WALL
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BLOCK OPENING AT N. END OF BUILDING WITH EARTH FILL OR LEAN CONCRETE
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NEW 4" CONCRETE SLAB WITH NO 4 AT 1'-4" O.C. EACH WAY
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6PND PROJECT NO.:APPROVED:DRAWN:
DESIGN: CHECKED:
SCALE:
DATE:
SHEET TITLE:
OF
DWG. FILE:
SHEET
9360 Glacier Highway Ste 100
Juneau, Alaska 99801
www.pndengineers.comFax: 907-586-2099
Phone: 907-586-2093
E NN G I E E R S I NC, .
JUNEAU, ALASKA
TREADWELL MINE OFFICE BUILDING REHABILITATION PHASE II CONTRACT NUMBER BE 18-093
Christopher GianottiSE-14256
REG IST ER ED PR O FE S S IO NA L ENG INEER
6
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OPEN, TYP.
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SEE NOTE 2.
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NOTES: 1.DIMENSIONS ARE APPROXIMATE FIELD VERIFY DIMENSIONS ARE APPROXIMATE FIELD VERIFY 2.REMOVE LOOSE CONCRETE w/ CHIPPING REMOVE LOOSE CONCRETE w/ CHIPPING HAMMER OR BUSHING TOOL. 3.REMOVE LOOSE RUST FROM EXPOSED REBAR REMOVE LOOSE RUST FROM EXPOSED REBAR APPLY CORROSION INHIBITOR. 4.FILL CRACKS AND SPALLS WITH "CEMENT FILL CRACKS AND SPALLS WITH "CEMENT ALL" OR APPROVED EQUAL.
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OPEN, TYP.
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INFILL EXISTING OPENING, SEE
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12" EXTERIOR GRADE MDO PLYWOOD (EACH SIDE)
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TREATED 2x4 AT 16" O.C.
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REPAIR EDGES, ALL 4 SIDES W/ "CEMENT-ALL" TO CREATE A SMOOTH UNIFORM, PLANER SURFACE. IF SURFACE VARIES GREATER THAN 4 INCHES FROM NEW EDGE ROUGHEN EXISTING CONCRETE, APPLY EPOXY BONDING AGENT AND CAST NEW CONCRETE JAMB.
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USING BUSHING TOOL OR CHIPPING HAMMER REMOVE LOOSE PIECES
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TREATED 2x4 ALL EDGES
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38" x6" HILTI TITENANCHOR AT 1'-4" O.C.
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