HomeMy WebLinkAboutAttachment C, DesignELECTRICAL DRAWINGS
E0.1 ELECTRICAL LEGEND ABBREVIATIONS & SPECIFICATIONS
E2.1 LIGHTING REMODEL PLAN
E3.1 POWER & SIGNAL REMODEL PLAN
MECHANICAL DRAWINGS
FP1.1 FIRE PROTECTION PLANS
M0.1 MECHANICAL LEGEND, ABBREVIATIONS & SCHEDULES
M0.2 MECHANICAL SCHEDULES
M1.1 MECHANICAL SITE PLAN
M1.2 ENLARGED MECHANICAL PLANS
M1.3 UTILITY BUILDING DETAILS
M1.4 12-PLEX BOILER ROOM DEMOLITION PLANS
M1.5 12-PLEX BOILER ROOM REMODEL PLANS
CIVIL DRAWINGS
C1.0 HEATED CLYCOL SUPPLY & RETURN SITE PLAN
C2.0 CIVIL DETAILS
(907) 243-8985
Anchorage, AK. 99517
Suite 2100
3710 Woodland Dr.
+PE
LARSEN CONSULTING GROUP
architecture engineering surveying
Plotted By:Date/Time:Layout:Filename:.%)
DRAWING SYMBOLS
1
A1
1
A1
DETAIL TAG
SECTION TAG
INTERIOR ELEVATION TAG
LEVEL LINE CONTROL POINT OR DATUM
1 Floor Plan
1/4" = 1'-0"A1
ROOM NAME
101
TITLE FOR PLAN/DETAIL
WALL TYPE TAG
WINDOW TAG
ROOM NAME & NUMBER TAG
DOOR TAG
101
W2
C
PROJECT DESCRIPTION
PROJECT TEAM
GENERAL NOTES
DRAWING INDEX
A1
E
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:07 PMAVCP-RHA CENTRAL HEAT PLANT BIOMASS UPGRADESuA0BETHEL ALASKA
CENTRAL HEAT PLANT BIOMASS UPGRADES
09/11/12
888.111.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
MOST RECENT ADOPTED EDITION OF THE INTERNATIONAL BUILDING
CODE, NFPA, INTERNATIONAL MECHANICAL CODE, UNIFORM
PLUMBING CODE, NATIONAL ELECTRICAL CODE, AND ALL LOCAL
AND STATE OF ALASKA CODE REGULATIONS AND AMENDMENTS.
2.THE ORGANIZATION OF THESE DRAWINGS IS NOT INTENDED TO
CONTROL THE DIVISION OF WORK AMONG SUB-CONTRACTORS.
THE DIVISION OF THE WORK SHALL BE THE SOLE RESPONSIBILITY
OF THE GENERAL CONTRACTOR.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL
APPLICABLE LOCAL CODES AND TRADE STANDARDS.
4.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES
FROM DAMAGE THROUGHOUT CONSTRUCTION. CONTRACTOR
ASSUMES ALL LIABILITY FOR DAMAGES INCURRED DURING
CONSTRUCTION.
5.THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT AND
MATERIALS REQUIRED TO COMPLETE ALL WORK AS SHOWN OR AS
IMPLIED ON THESE DRAWINGS AND THE SPECIFICATIONS..
6.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL FACILITIES
FOR HEAT, LIGHT AND POWER WITHIN THE PREMISES AND IN THE
CONSTRUCTION AREA DURING THE ENTIRE CONSTRUCTION
PERIOD. PROVIDE NECESSARY MATERIALS AND LABOR FOR POWER
CONNECTIONS FOR MACHINES, PORTABLE, ETC. AS USED BY OTHER
TRADES, REGARDLESS OF SIZE.
7.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. IF A
CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED, OR
IF A DIMENSIONAL ERROR IS FOUND, THE CONTRACTOR SHALL
NOTIFY THE ARCHITECT BEFORE COMMENCING WITH THAT
PORTION OF THE WORK.
8.ALL COMPONENTS, EQUIPMENT, ETC., SHALL BE INSTALLED PER
MANUFACTURERS PRINTED RECOMMENDATIONS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF
ALL RUBBISH AND DEBRIS RESULTING FROM CONSTRUCTION.
10.ALL COLOR SELECTION SHALL BE PER THE COLOR SCHEDULE OR
IF NOT ON THE COLOR SCHEDULE THEN SUBMIT TO THE ARCHITECT
FOR APPROVAL.
11.ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF PANEL
SHEATHING, GRID LINES, FACE OF ROUGH OPENING, UNLESS
INDICATED OTHERWISE.
12.CAULK ALL JOINTS, PROVIDE BACKER ROD AS NEEDED, AND
PROVIDE FLASHING & COUNTER FLASHING AS NEEDED TO PROVIDE
COMPLETE WEATHER PROOF INSTALLATION.
ARCHITECT, STRUCTURAL AND CIVIL ENGINEERS
LARSEN CONSULTING GROUP, INC. (PROJECT # 888.10)
(907) 243-8985
MECHANICAL AND ELECTRICAL ENGINEERS
RSA ENGINEERING, INC.
(907) 276-0521
THIS PROJECT CONSISTS OF AN EXPANSION OF THE EXISTING
UTILITY BUILDING FOR IT TO BECOME A CENTRAL HEATING
PLANT FACILITY WHICH WILL SERVICE # BUILDINGS TO
PROVIDE A CAMPUS-WIDE HEATING NETWORK. THE SCOPE
INCLUDES DOUBLING THE SIZE OF THE EXISTING BUILDING TO
HOUSE A BIOMASS BOILER AND TWO OIL-FIRED BACK-UP
BOILERS. NEW SITEWORK PIPING WILL EXTEND AROUND THE
CAMPUS AND CONNECT TO EXISTING BUILDINGS TO CREATE A
CONTINUOUS LOOP.
APPLICABLE CODES AND STANDARDS:
-2006 INTERNATIONAL BUILDING CODE (IBC)
-2006 INTERNATIONAL FIRE CODE (IFC)
-2006 INTERNATIONAL MECHANICAL CODE (IMC)
-2006 UNIFORM PLUMING CODE (UPC)
-2008 NFPA 70 NATIONAL ELECTRIC CODE (NEC)
-ADA ACCESSIBILITY GUIDELINES (ADAAG)
AVIATION SCHOOL DORMITORY CODE STUDY
CODE SUMMARY
-OCCUPANCY CLASS: R-2 DORMITORY
-CONSTRUCTION TYPE: V-A (1 HOUR RATED)
-SPRINKLER SYSTEM: PROVIDED
-FIRE ALARM SYSTEM: NOT REQUIRED
-FIRE EXTINGUISHERS: PROVIDED (IBC 906 AND NFPA 10)
-MAXIMUM OCCUPANT LOAD: 196 (IBC 1004.4.4)
-ALLOWABLE AREA: 23,993 SF
ACTUAL AREA: 9,760 SF
-ALLOWABLE HEIGHT: 2 STORIES
ARCHITECTURAL DRAWINGS
uA1 FLOOR PLAN
uA3 ELEVATIONS
uA5 SHEET SPECIFICATIONS
uA2 ROOF PLAN
uA4 SECTIONS
uA0 COVER
STRUCTURAL DRAWINGS
uS2 MEZZANINE & ROOF FRAMING PLANS
uS1 PILE LAYOUT AND FLOOR FRAMING PLAN
uS4 STRUCTURAL DETAILS
uS3 BUILDING SECTION
uS2.1 SHEARWALL PLAN
uS3.1 WALL SECTIONS
DN
UP
DN
WH
OFFICE
WORK SHOP
ELECTRICAL
ROOM
GARAGE
1
1
2 4 5
5
A
E
D
B
3
C
8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"10'-0"10'-0"10'-0"10'-0"C'
201
D'
E'
B'
200 F'
1.8 2.6 3.4 4.2
40'-0"40'-0"40'-0"
202
SEE MECHANICAL FOR
EQUIPMENT LAYOUT
NEW BUILDING
EXISTING BUILDING
MECHANICAL
BOILER ROOM
STORAGE
W2
W3
W1
1
uA4
2
uA4
B-1
B-2
B-3
B-4,
PELLET BOILER
GT-1
ET-1 BT-1
CP-3A
CP-3B
CP-1
CP-2
CP-3
DT-1
VF-1
CP-4
1
uS3
2
uS3
3
uS4
TYP
203
STORAGE
1
uS3.1
3
uS3.1
2
uS3.1
FLOORPER SCHEDULEPER SCHEDULE
2"3 1/2" TYP4'-0"1'-4"(EXTERIOR TO INTERIOR)
TRILAP STEEL SIDING
AIR INFILTRATION RETARDER
8" SIP PANEL (MIN R-24)
VAPOR RETARDING PAINT
(LEFT TO RIGHT)
3/8" SHEATHING
2x6 WOOD STUDS
@ 16" O.C.
3/8" SHEATHING
(LEFT TO RIGHT)
3/8" SHEATHING
2x4 WOOD STUDS
@ 16" O.C.
3/8" SHEATHING
4
5
A
3
C'
B'
2.6 3.4 4.2
1
uA4
2
uA4
204
RESTROOM
4
uS4
3
uS3.1 ASKLAFAETASTOT49thTSIGER EDRECETIHRALAOISSENCFORPWallace H. SwansonNo. A7904SHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121As indicated
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:09 PMuA1
888.11
09/11/12
RW
RM/MSM
RWFLOOR PLANCENTRAL HEAT PLANTBIOMASS UPGRADESuA15
3/16" = 1'-0"uA1
1 FLOOR PLAN
Door Schedule
Mark Width Height Frame Type Description
200 3' - 0"7' - 0"METAL EXTERIOR
201 3' - 0"7' - 0"METAL INTERIOR
202 3' - 0"7' - 0"METAL INTERIOR
203 2' - 6"7' - 0"
204 2' - 10"7' - 0"
Window Schedule
Type Mark Count Type Description
A 3 48" x 16"VINYL FIXED WINDOW
B 5 16" x 48"VINYL FIXED WINDOW
1/4" = 1'-0"D SINGLE FLUSH
1/4" = 1'-0"A A- FIXED
3" = 1'-0"W1 SIP WALL W/ SIDING
3" = 1'-0"W2 2x6 PLUMBING WALL W/ PANELING
3" = 1'-0"W3 2x4 WALL W/ PANELING
Room Finish Schedule
Name Area Floor Finish Wall Finish
Ceiling
Finish Comments
MECHANICAL BOILER ROOM 1,017 SF PT-1 PT-1 & PT-2 PT-1
RESTROOM 70 SF
STORAGE 238 SF PT-1 PT-1 & PT-2 PT-2
STORAGE 231 SF PT-1 PT-1 & PT-2 PT-1
STORAGE Not Placed
PT- 1 VAPOR RETARDING PAINT- OFF WHITE
PT- 2 LATEX PAINT- OFF WHITE
* ALL PAINT APPLIED DIRECTLY TO SUBSTRATE NODATEBYREVISION 3/16" = 1'-0"uA1
2 MEZZANINE
WH
1 5
A
C'
D'
E'
B'
F'
1.8 2.6 3.4 4.2
40' - 0"
2:12
1
uA4
2
uA4
NEW BUILDING
EXISTING BUILDING
1
uS3
2
uS3
1
uS3.1
3
uS3.1
55º RADIUS CURVED 24'' TJI @ 24'' O.C.
2
uS3.1
SIP WALL SYTEM
PREFINISHED METAL ROOFING - REFER
TO MANUF RECOMMENDATIONS FOR
ALL SEALANTS AND CONCEALED
FASTENER DETAILING
ICE & WATER SHIELD
OVER ENTIRE ROOF SIP ROOF SYSTEM
8" RIGID INSULATIONEXTEND METAL PANELS
PAST ROOF EDGE
PREFINISHED METAL FLASHING
TO MATCH ROOFING - REFER TO
MANUF RECOMMENDATIONS FOR
ALL SEALANTS AND CONCEALED
FASTENER DETAILING
CONT 2x8 RIM SUPPORT
3/4" PLYWOOD FILLER
BUILDLING WRAP W/ INTEGRAL
AIR INFILTRATION RETARDER
LAP ICE & WATER
SHIELD OVER FLASHING
2x4 EDGE SUPPORT
2x BLOCKING @ EA
TRUSS EXTENSION
RIBBED METAL SOFFIT CONT VAPOR RETARDER
LINE OF OUTLOOKER
EXTERIOR METAL SIDING
1' - 0"
PREFINISHED WALL
PANEL
CONT VAPOR RETARDER
CEILING PANEL
SIP WALL SYTEM
PREFINISHED METAL ROOFING - REFER
TO MANUF RECOMMENDATIONS FOR
ALL SEALANTS AND CONCEALED
FASTENER DETAILING
ICE & WATER SHIELD
OVER ENTIRE ROOF
5/8" PLYWOOD SHEATHING
FASTENED THROUGH TO SIP
8" SIP ROOF PANEL
EXTEND METAL PANELS
PAST ROOF EDGE
22 GA PREFINISHED METAL
FLASHING TO MATCH ROOFING
BUILDLING WRAP W/ INTEGRAL
AIR INFILTRATION RETARDER
LAP ICE & WATER SHIELD
OVER FLASHING
22 GA PERFORATE VENT
FLASHING TO BE CONTINOUS
35% OPEN FREE AREA
EXTERIOR METAL SIDING
2x4 RUNNERS @ 24" OC
4" RIGID INSULATION
3"1' - 3"ASKLAFAETASTOT49thTSIGER EDRECETIHRALAOISSENCFORPWallace H. SwansonNo. A7904SHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121As indicated
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:10 PMuA2
888.11
09/11/12
RW
MSM
RWROOF PLANCENTRAL HEAT PLANTBIOMASS UPGRADESuA25
3/16" = 1'-0"uA2
1 ROOF PLAN
1 1/2" = 1'-0"uA2
2 _ RAKE DETAIL with SIP
1 1/2" = 1'-0"uA2
3 _EAVE OVERHANG with SIP NODATEBYREVISION
MAIN LEVEL
0"
LOWER PLATE
10' - 0"
UPPER PLATE
16' - 8"
MEZZANINE
10' - 0"
A
A
NEW CURVED METAL ROOF
NEW METAL SIDING
NEW METAL STAIRS AND RAILING
A
B
B
B
NEW METAL SIDING
200 ASKLAFAETASTOT49thTSIGER EDRECETIHRALAOISSENCFORPWallace H. SwansonNo. A7904SHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121As indicated
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:13 PMuA3
888.11
09/11/12
RW
JR/MSM
RWELEVATIONSCENTRAL HEAT PLANTBIOMASS UPGRADESuA35
1/8" = 1'-0"uA3
1 LEFT ELEVATION
3/16" = 1'-0"uA3
4 RIGHT ELEVATION
3/16" = 1'-0"uA3
2 FRONT ELEVATION
3/16" = 1'-0"uA3
3 REAR ELEVATION NODATEBYREVISION
MAIN LEVEL
0"
1
5
1.8 2.6 3.4 4.2
MEZZANINE
10' - 0"
STORAGE
W1
W3
uA2
3
uS3.1
3
MAIN LEVEL
0"
LOWER PLATE
10' - 0"
A
EDBC
UPPER PLATE
16' - 8"
C'D'E'B'F'
MEZZANINE
10' - 0"
MECHANICAL
BOILER ROOM STORAGE
A
200 202
W2
W3
A
WH
B
B ASKLAFAETASTOT49thTSIGER EDRECETIHRALAOISSENCFORPWallace H. SwansonNo. A7904SHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121 1/4" = 1'-0"F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:15 PMuA4
888.11
09/11/12
RW
MSM
RWSECTIONSCENTRAL HEAT PLANTBIOMASS UPGRADESuA45
1/4" = 1'-0"uA4
1 CROSS SECTION
1/4" = 1'-0"uA4
2 LONGITUDINAL SECTION NODATEBYREVISION
CAULKING COMPOUND AFM SAFECOAT CAULKING COMPOUND
DOORS- METAL CECO HOLLOW METAL DOOR-- 14 GAUGE.
REINFORCEMENT FOR CLOSER AND EXIT HARDWARE--
PREPRIMED-- SIZE AND CONFIGURATION PER DOOR SCHEDULE
DOOR FRAMES- METAL HOLLOW METAL DOOR FRAME-- 16 GAUGE.
FIRE EXTINGUISHER JL INDUSTRIES, COSMIC MULTI-PURPOSE DRY CHEMICAL --
2A-10BC RECHARGEABLE -- 5 LBS, RED
FIRE EXTINGUISHER CABINET JL INSUDTRIES, CLEAR VU SERIES -- SEMI-RECESSED --
FULL ACRYLIC DOOR WITH SAF-T-LOK AND CLEAR ACRYLIC PLASTIC
CONVEX BUBBLE GLAZING -- STAINLESS STEEL DOOR FRAME AND 3" TRIM
INSULATION CEILING:
MIN. R-30 - RIGID SIP INSULATION
FLOOR:
MIN. R-50 - BATT
WALL:
MIN. R-30 - RIGID SIP INSULATION
METAL FRAMING 25 GAUGE - SCAFCO PRODUCT OR EQUAL
PT- 1 VAPOR RETARDING PAINT
PT- 2 LATEXT PAINT
SEALANT OSI PRO SERIES H2U ACRYLIC URETHANE SEALANT
(INTERIOR)(OR EQUIVALENT - MUST BE APPROVED BY ARCHITECT)
EAVE SOFFIT VENT ALCOA TRIPLE 3 1/3 VENTURA HIDDEN VENT SOFFIT -- #44 "LINEN"
(OR EQUIVALENT - MUST BE APPROVED BY ARCHITECT)
HANDRAILS R&B WAGNER SERIES 500 11/2" DIAMETER ALUMINUM PIPE RAILING
(OR EQUIVALENT - MUST BE APPROVED BY ARCHITECT)
GRIP STRUT GRATING 1 1/2" THICK, 3'-6" MIN LENGTH
GUTTERS VINYL GUTTERS WITH LEAF AND ICE PROTECTION- ORSSG
LEAF RELIEF SYSTEM (OR EQUIVALENT- MUST BE APPROVED
BY ARCHITECT)
HEAVY DUTY GRIP STRUT BRIDGE 2" THICK, 3'-0" MIN LENGTH
ICE & WATER SHIELD GRACE ICE & WATER SHIELD
METAL ROOF AEP SPAN SPAN-LOK -- 22 GAUGE, 16" WIDE, 2" HIGH -- "TAHOE BLUE"
(REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS AND DETAILS)
METAL FLASHING 24 GAUGE -- COLOR TO MATCH METAL ROOF AND SIDING
METAL SIDING AEP SPAN PRE-FORMED SIDING -- "NATURAL CLAY"
RAKE SOFFIT PANEL ALCOA TRIPLE 3 1/3 MATCH ROOF
(OR EQUIVALENT - MUST BE APPROVED BY ARCHITECT)
RAINSCREEN FABRIC BENJAMIN OBDYKE HOME SLICKER 10 -- 10 MM THICK
SEALANT (EXTERIOR)AC PRODUCTS, FLEXIBLE SEAL
SILL SEALER DOW STYROFOAM SILL SEALER
GALVANIZED STEEL FENCING ATTACH WITH 16 GAUGE,
1" WIDE, 11/4" LEG GALVANIZED CONSTRUCTION STAPLES
STAIR TREADS MCNICHOLS ALUMINUM GRIP-STRUT STAIR TREADS -- MODEL T-32012-A
WINDOWS NORTHERN VINYL WINDOWS -- TRIPLE-PANE, LOW-E GLAZING,
CLASS 60 UL RATING -- SIZE/CONFIGURATION PER WINDOW TYPES --
INSTALL WINDOW PROTECTION FILM
WINDOW PROTECTION FILM BEKAERT ANCHORED ARMORCOAT 8 MIL SAFETY FILM
MATERIALS:ASKLAFAETASTOT49thTSIGER EDRECETIHRALAOISSENCFORPWallace H. SwansonNo. A7904SHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121 12" = 1'-0"F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:15 PMuA5
888.11
09/11/12
RW
MSM
RWSHEET SPECIFICATIONSCENTRAL HEAT PLANTBIOMASS UPGRADESuA55 NODATEBYREVISION
UP DN
1
1
2 4 5
5
A
B
3
C
8'-0"8'-0"8'-0"8'-0"8'-0"
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"8'-0"8'-0"8'-0"8'-0"8'-0"C'
D'
E'
B'
6" SCH 40 STD PIPE, 40' MIN
EMBEDMENT (TYP OF 31) - SET
TOP OF NEW PILES SO THAT
TOP OF NEW GLB MATCH TOP
OF EXISTING GLB
F'BUILDING ADDITION40'-0"1.8 2.6 3.4 4.2
40'-0"
3" TYP
SHADE DENOTES EXISTING
STRUCTURE TO REMAIN3" TYP3" TYP
uS4
1 TYP
1
uS3
2
uS3
NEW BUILDING
EXISTING BUILDING
6-3/4''x7-1/2'' GLB
3'-2 3/4"4'-9 1/4"1
uS3.1
3
uS3.1
2
uS3.1
1
1
2 4 5
5
A
B
3
C'
D'
E'
B'
F'
1.8 2.6 3.4 4.2
8'-0"8'-0"8'-0"8'-0"8'-0"
10'-0"10'-0"10'-0"10'-0"10'-0"8'-0"8'-0"8'-0"8'-0"8'-0"BUILDING ADDITION40'-0"40'-0"
SHADE DENOTES EXISTING
STRUCTURE TO REMAIN
1-1/8" T&G SHEATHING - GLUED &
NAILED W/ 10d @ 6" OC ALL
EDGES 12" OC @ INTERMEDIATE
SUPPORTS (TYP)GLB 6.75 x 16.5GLB 6.75 x 16.5GLB 6.75 x 16.5GLB 6.75 x 16.5GLB 6.75 x 16.5GLB 6.75 x 16.5GLB 6.75 x 16.5
11 7/8" RED-I65 JOISTS@ 16" O.C. TYP.2
uS4
TYP
1
uS3
2
uS3
CANTILEVER
DECK BEAMS 4'-0"3-1/2x11-7/8
RIM JOIST
MEG7 HGR TO
(E) GLB
IN SIMPSON
HUTF OFFSET
HGRS
6-3/4''x7-1/2'' GLB
NEW BUILDING
EXISTING BUILDING
6-3/4''x7-1/2'' GLB
1
uS3.1
3
uS3.1
2
uS3.1 ASKLAFAETASTO49thTSIGER EDREREEINELAOISSENGFORPDanny O. GrahamCE-10656NSHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121 3/16" = 1'-0"F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:16 PMuS1
888.11
09/11/12
DG
RW
DGPILE LAYOUT AND FLOOR FRAMINGPLANCENTRAL HEAT PLANTBIOMASS UPGRADESuS14
3/16" = 1'-0"uS1
1 PILE LAYOUT PLAN
3/16" = 1'-0"uS1
2 FLOOR FRAMING PLAN NODATEBYREVISION
1 5
A
C'
D'
E'
B'
F'
1.8 2.6 3.4 4.2
1-1/8" T&G SHEATHING - GLUED &
NAILED W/ 10d @ 6" OC ALL
EDGES 12" OC @ INTERMEDIATE
SUPPORTS (TYP)
11 7/
8
"
R
E
D
-
I
6
5
J
O
I
S
T
S
@ 16
"
O
.
C
.
T
Y
P
.
3-1/2" x 11-7/8" ML
JOIST-BEARING LEDGERGLB 6.75 x 16.5GLB 6.75 x 16.5
6x6 WOOD COLUMN
SIMPSON CCT7 CAP
2:12
1 5
A
C'
D'
E'
B'
F'
1.8 2.6 3.4 4.2
40'-0"40'-0"55° RADIUS CURVED 24'' TJL @ 24'' O.C.2'-0"ASKLAFAETASTO49thTSIGER EDREREEINELAOISSENGFORPDanny O. GrahamCE-10656NSHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121 3/16" = 1'-0"F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:17 PMuS2
888.11
09/11/12
DG
JR
DGMEZZANINE & ROOF FRAMING PLANSCENTRAL HEAT PLANTBIOMASS UPGRADESuS24
3/16" = 1'-0"uS2
1 LOW ROOF & MEZZANINE FLOOR FRAMING
3/16" = 1'-0"uS2
2 HIGH ROOF FRAMING PLAN NODATEBYREVISION
1
1
2 4 5
5
A
B
3
C
C'
D'
E'
B'
F'
1.8 2.6 3.4 4.2
NEW BUILDING
EXISTING BUILDING
9300
#
9300#
LATERAL LOAD TO SIPS
PANEL AS INDICATED (TYP.)9500#9500#HDR
HDRHDR ASKLAFAETASTO49thTSIGER EDREREEINELAOISSENGFORPDanny O. GrahamCE-10656NSHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121 3/16" = 1'-0"F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:17 PMuS2.1
888.11
09/11/12
Checker
Author
DesignerSHEARWALL PLANCENTRAL HEAT PLANTBIOMASS UPGRADESuS2.14 NODATEBYREVISION 3/16" = 1'-0"uS2.1
1 SHEARWALL PLAN
1
2
12
8'' SIP PANEL
8'' SIP PANEL
6-3/4''x16-1/5'' GLB
11-7/8'' RED-I65 @
16'' O.C.
PILE CAP
6'' STEEL PILE10'-0"1'-0"
5
10'-0"17'-10 3/4"7'-10 3/4"1-1/8'' T&G SHEATHING
8'' SIP PANEL WALL
2.6
LVL ASKLAFAETASTO49thTSIGER EDREREEINELAOISSENGFORPDanny O. GrahamCE-10656NSHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121As indicated
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:19 PMuS3.1
888.11
09/11/12
Checker
Author
DesignerWALL SECTIONSCENTRAL HEAT PLANTBIOMASS UPGRADESuS3.14 NODATEBYREVISION 3/4" = 1'-0"uS3.1
1 WALL SECTION - LOW ROOF
3/4" = 1'-0"uS3.1
3 WALL SECTION - HIGH ROOF
1/2" = 1'-0"uS3.1
2 WALL SECTION - ROOF INTERSECTION
STRUCTURAL SHEATHING - SEE
MAIN LEVEL JOIST FRAMING PLAN
AND DIAPHRAGM SCHEDULE
GLU-LAM BEAMS - SEE MAIN
LEVEL BEAMS PLAN
SIMPSON COLUMN CAP -
SEE PILE CAP SCHEDULE
STEEL PILE - SEE PILE
LAYOUT AND SCHEDULE
1/4
3/16
P 5/8x16" SQUAREL
~T.O. SHEATHING TO B.O. BEAM1' - 5 5/8"SIP WALL SYTEM
CONT WOOD PLATE W/
16d @ 8" OC STAGGERED
3/8" PLYWOOD
SHEATHING INFILL
BN
FLOOR BEAM AND FRAMING
(SEE FRAMING PLANS)
BN
SIP NAILING PER MANUF
SPECIFICATIONS
MST27 STRAP @ PANEL
EDGES (TYPICAL)
~
TYP
3"
2x BLOCKING FOR SOFFIT
SUPPORT
BEAM
PLATE NAILING PER SIP
MANUFACTURER REQ'S
C OF RAILING AND STEEL BEAML
C12x20.7 STRINGERS
AND BEAMS, GALVANIZED
STEEL GRATE DECKING
AND TREADS
NON-CONTINUOUS HANDRAILS
TO RETURN AT END POSTS (TYP)
ATTACH HANDRAIL @
EACH POST (TYP)
PT 4x12 MUD SILL
GRADE (SEE CIVIL)
5'-0" MAX
MAX7"MIN
11"FIELD VERIFY9'-10"
2"
(E) WALL TO REMAIN
3-1/2'' x 11-7/8'' ML
LEDGER
SIMPSON HANGER
11-7/8'' (?) REDBUILT
(FLOORPLAN IS REF
TJI)
1-1/8'' PLYWOOD
SHEATHING ASKLAFAETASTO49thTSIGER EDREREEINELAOISSENGFORPDanny O. GrahamCE-10656NSHEET NUMBER
DATE:
FILE NO.
DRAWN BY:
CHECKED BY:
SCALE:
DESIGNED BY:
OF
Plotted By:Date/Time:Layout:Filename:+PE.%)3710 Woodland Dr., Suite 2100Anchorage, AK 99517(907) 243-8985LARSEN CONSULTING GROUParchitecture engineering & surveyingAVCPRHARegional HousingAuthority405 Ptarmigan Rd.Bethel, Alaska 99559(907) 543-3121As indicated
F:\Architectural Projects\888.11 Central Heating Plant\888.11 Central Heating Plant.rvt9/12/2012 2:15:20 PMuS4
888.11
09/11/12
DG
RW
DGSTRUCTURAL DETAILSCENTRAL HEAT PLANTBIOMASS UPGRADESuS44
1 1/2" = 1'-0"uS4
1 TYPICAL PILE CAP DETAIL
1 1/2" = 1'-0"uS4
2 JOIST AT BEAM
1/2" = 1'-0"uS4
3 EXTERIOR STAIR SECTION NODATEBYREVISION 1 1/2" = 1'-0"uS4
4 MEZZANINE FLOOR CONNECTION