Lodge Drawings.pdf

PDF 4 MB Posted Jan 25, 2023

Attached to: 751/19141. TAP; Porcupine Mts WSP - Staff Qrtrs. & Lodge Upgr
Solicitation number: RFQ - 171 - 230000000142
Issued by: Ontonagon County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction drawings and specifications for upgrades to the historic Lodge building at Porcupine Mountains Wilderness State Park in Michigan. The project is being administered by the Michigan Department of Natural Resources and Department of Technology, Management and Budget.

The demolition work includes removing the existing roof assembly, including shingles, underlayment, and sheathing, as well as abating any identified asbestos-containing materials. The new roof construction will involve installing wood stud members and manufactured trusses to be "sistered" to the existing lower roof framing, along with new sheathing, underlayment, and asphalt shingles. Other scope includes repointing the existing stone chimney and replacing the chimney cap and flue liner. The project has a 75% submittal date of August 30, 2021, a 90% submittal date of October 25, 2021, and a final owner review date of December 16, 2022. The contract name is 751/19141. TAP; Porcupine Mts WSP - Staff Qrtrs. & Lodge Upgr.

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Other files

File	Type	Posted
751-19141.TAP - Staff Quarters_	—	Jan 25, 2023
751-19141 (1).TAP - Staff Quarters_	—	Jan 25, 2023
Staff Quarters Drawings.pdf	PDF	Jan 25, 2023
DTMB-0415 Advertisement.pdf	PDF	Jan 25, 2023
Part 3 Pgs. 192-461 Staff Quarters_	—	Jan 25, 2023
Part 2 Pgs. 112-191 Staff Quarters_	—	Jan 25, 2023
Part 1 Pgs. 1-111 Staff Quarters_	—	Jan 25, 2023

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BUILDING LOADS

LIVE LOADS Floor Deflection Limits = L/360

LOAD TYPE

ROOF SNOW LOADS Roof Deflection Limits = L/360

LOAD TYPE

1. GROUND SNOW LOAD, Pg

2. FLAT ROOF SNOW LOAD, Pf

3. UNBALANCED SNOW LOAD

53.9 psf N/A

SNOW LOAD FACTORS

1. SNOW EXPOSURE FACTOR LOAD, Ce

2. SNOW LOAD IMPORTANCE FACTOR, Is

3. THERMAL FACTOR, Ct

4. SLOPED ROOF FACTOR 7/12 PITCH

1.0 1.0 1.1 1.0

VALUE

WIND LOADS Lateral Story Drift Limits = L/360

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT)

115 MPH

17.5 psf

VALUE

5. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

6. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

26 psf ±0.18

EARTHQUAKE DESIGN DATA

LOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, Ie

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

1.0 0.055 0.019

VALUE

D A

7. BASIC SEISMIC FORCE RESISTING SYSTEM - ORDINARY WOOD SHEAR WALLS

8. SEISMIC RESPONSE COEFFICIENT(s), Cs

9. RESPONSE MODIFICATION COEFFICIENT(s), R

10. ANALYSIS PROCEDURE: MINIMUM LATERAL FORCE ANALYSIS PROCEDURE, SECTION 1616.4

ASSUMED BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

2,000 psf

NOTES:

1. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.

1. RESIDENTIAL FLOOR LOADS, Pg 40 psf

1. ALL TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) NO. 2 OR BETTER.

ALL TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS

FOR TREATED LUMBER AND ASTM D1760 AND SHALL HAVE A MINIMUM RETENTION

OF 0.4 FOR ABOVE GROUND USE AND 0.60 RETENTION FOR BELOW GRADE OR

DIRECT EXPOSURE TO FRESHWATER.

2. ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR

BETTER, UNLESS NOTED OTHERWISE.

3. ALL WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C. PROVIDE 2x4

BLOCKING AT ALL PANEL EDGES.

4. ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING

STRUCTURAL PROPERTIES:

A. Fb > 2,800 psi B. Fv > 285 psi C. E > 2.0 E6 psi

5. ALL PRE-ENGINEERED WOOD I-JOISTS SHALL BE MANUFACTURED BY iLEVEL

WEYERHAUSER OR APPROVED EQUAL. REFER TO MANUFACTURERS

SPECIFICATIONS FOR PROPER BLOCKING, BRIDGING AND NAILING REQUIREMENTS.

6. FRAMING SHALL BE IN ACCORDANCE WITH THE "MANUAL FOR HOUSE FRAMING"

OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.

7. METAL HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE

OR EQUAL. USE HANGERS AS RECOMMENDED BY THE MANUFACTURER FOR THE

USE.

8. SHEATHING/FLOORING SHALL BE APA GRADED AS FOLLOWS:

A. ROOF SHEATHING: 5/8" MIN. 40/20, EXPOSURE 1

B. WALL SHEATHING: 1/2" MIN. 32/16, EXPOSURE 1

C. FLOOR SHEATHING: 3/4" MIN. STURD-I-FLOOR, EXPOSURE 1, T&G, GLUED AND

NAILED.

9. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER

AND PROTECTED WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED FROM

DIRECT CONTACT WITH MOISTURE) SHALL BE STAINLESS STEEL OR GALVANIZED TO

G60 PER ASTM A 924 REQUIREMENTS. STEEL PLATES OR FASTENERS IN CONTACT

WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE OF THE BUILDING ENVELOPE

OR EXPOSED TO MOISTURE SHALL BE STAINLESS STEEL OR GALVANIZED TO G90

PER ASTM A 924.

GENERAL WOOD FRAMING:

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. AND

SPEICIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR THE

GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED, SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED.

THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND

CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS THIS SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,

SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS FORMS, SCAFFOLDING,

PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

3. THE GOVERNING BUILDING CODE IS THE MICHIGAN BUILDING CODE 2015.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE

REVIEWED BY THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT

ONLY.

5. UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS

ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE

REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SUCH OTHER LOCATIONS.

6. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS

AND ELEVATIONS SHOWN ON THE PLANS. IF DISCREPANCIES IN THE DIMENSIONS

OCCUR, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BRING THE DISCREPANCY

TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

8. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL. ANY METAL PARTS IN

CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR MATERIAL.

GENERAL STRUCTURAL NOTES:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ISSUE

OF THE AMERICAN INSTITUTE OF STEEL CONSTUCTION (AISC) SPECIFICATIONS FOR THE

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy = 50 ksi, EXCEPT FOR ANGLES, CHANNELS AND PLATE, WHICH SHALL CONFORM TO ASTM A 36, Fy = 36 ksi.

3. ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46 ksi.

4. ALL COLUMN ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS

OTHERWISE NOTED.

5. ANCHOR BOLTS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING

WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. GALVANIZED BOLTS IN

ACCORDANCE WITH ASTM A123 OR ASTM A153 AFTER FABRICATION IF SO LABELED.

6. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY

WELDING OR HIGH STRENGTH BOLTING. BOLTED CONNECTIONS SHALL CONFORM TO

ASTM A325-X USING LOAD INDICATOR WASHERS (LIW) OR LOAD INDICATOR BOLTS (LIB).

UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO

SUPPORT A REACTION R EQUAL TO HALF THE SHEAR CAPACITY OF THE BEAM. USE 3/4" Ø

BOLTS, E70XX 1/4" WELD, AND 5/16" ANGLE THICKNESS.

7. WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE. ALL

WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 ksi (E70 ELECTRODE) USING

THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE WITH AWS

SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF WELDING

PROCESS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.

STRUCTURAL STEEL:

1. ALL LOAD BEARING LIGHT GAUGE METAL FRAMING SHALL BE Fy = 50,000 psi. NON LOAD BEARING MEMBERS MAY BE Fy = 36,000 psi.

2. CONTRACTOR SHALL SUPPLY MATERIAL AND FOLLOW THE REQUIREMENTS OF AISI

S200-12 AND AISI 201-12. MEMBERS SHALL BE 20 GA MIN. (0.0375 INCHES) WITH G60

COATING UNLESS NOTED OTHERWISE.

3. CONNECTIONS SHALL BE BY SELF-TAPPING SCREWS MEETING THE REQUIREMENTS OF

ASTM C1513 OR WELDS IN ACCORDANCE WITH AISI S100 AND AWS D1.3. SCREWS SHALL

BE SPACED AT A MINIMUM OF 3 TIMES THE NOMINAL DIAMETER OF THE SCREW. THE

MINIMUM EDGE DISTANCE FOR SCREWS SHALL BE 1.5 TIMES THE NOMINAL DIAMETER.

4. FIELD ABRASIONS TO MEMBERS FROM FIELD WELDING SHALL BE TOUCHED UP WITH

ZINC-RICH PAINT.

LIGHT GAUGE METAL FRAMING:

1 2 3 4 5

B Y:

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S001

STRUCTURAL

NOTES

M1 2-

SW KR

S W

ILD

0 S

W Y

M-

7, ON

N, M I 4

S U

I T

/2 5/

O W

/1 6/

EXISTING CHIMNEY

(NO DEMOLITION)

LINE OF BUILDING

BELOW (TYP)

4 4

A2 S101

REMOVE SHINGLES AND UNDERLAYMENT

REMOVE FLUE CAP,

REMOVE BROKEN SECTION

OF FLUE LINER

DEMOLITION KEYNOTES:

REMOVE ALL SHINGLES, FELT / TAR

UNDERLAYMENT, AND SHEATHING. DOUBLE ROOF

SYSTEM

REMOVE RIDGE VENT

REMOVE MORTAR WASH

REMOVE FASCIA BOARDS, SOFFITS AND DRIP

EDGE

REMOVE EXISTING GUTTERS

REMOVE CAULKING AT CHIMNEY (BY CERTIFIED

ABATEMENT CONTRACTOR)

CAREFULLY REMOVE AND SALVAGE SIDING AS

REQUIRED, REMOVE FLASHING

CAUTION - DO NOT DAMAGE EXTG TRIM ON

WINDOW

- DOUBLE ROOF - REMOVE ENTIRE TOP ROOF

SYSTEM INCLUDING SHINGLES, UNDERLAYMENT,

SHEATHING, RIDGE VENT, FASCIA, SOFFIT AND

FRAMING WITHIN CAVITY

- ORIGINAL ROOF - REMOVE SHINGLES,

UNDERLAYMENT, SHEATHING, FASCIA AND SOFFIT

ONLY

- ORIGINAL ROOF - ROOF FRAMING TO REMAIN -

RAFTERS, VALLEY BEAMS, CEILING JOIST / ATTIC

JOIST, PROTECT FROM DAMAGE

- REMOVE INSULATION (BY CERTIFIED ABATEMENT

CONTRACTOR).

DOUBLE ROOF

DEMOLITION SCOPE:

- DOUBLE ROOF - REMOVE ENTIRE TOP ROOF

SYSTEM INCLUDING SHINGLES, UNDERLAYMENT,

SHEATHING, RIDGE VENT, FASCIA, SOFFIT AND

FRAMING WITHIN CAVITY

- ORIGINAL ROOF - REMOVE SHINGLES,

UNDERLAYMENT, SHEATHING, FASCIA AND SOFFIT

ONLY

- ORIGINAL ROOF - ROOF FRAMING TO REMAIN -

RAFTERS, VALLEY BEAMS, CEILING JOIST / ATTIC

JOIST, PROTECT FROM DAMAGE

- REMOVE INSULATION (BY CERTIFIED ABATEMENT

CONTRACTOR).

NOTE:

TOP ROOF

LOWER ROOF

TOP ROOF

REMOVE ALL (TYP)

LOWER ROOF

FRAMING REMAINS (TYP)

REMOVE FASCIA, SOFFIT,

DRIP EDGE (TYP)

GRAY DASH LINE REPRESENTS

EXISTING FRAMING TO REMAIN (TYP)

REMOVE SHINGLES,

UNDERLAYMENT,

SHEATHING

(EGRESS ROOF)

REMOVE AND SALVAGE BATTENS

AS REQUIRED FOR ROOF WORK

REPLACE IN ORIGINAL LOCATIONS

NOTE:

CAUTION / CARE MUST BE TAKEN

WITH ROOF DEMOLITION NEAR

WINDOW

DO NOT DAMAGE WINDOW TRIM

TOP ROOF

REMOVE ALL (TYP)

LOWER ROOF

FRAMING REMAINS (TYP)

REMOVE FASCIA, SOFFIT,

DRIP EDGE (TYP)

LOWER ROOF

REMOVE SHINGLES,

UNDERLAYMENT,

SHEATHING

(EGRESS ROOF)

GRAY DASH LINE REPRESENTS

EXISTING FRAMING TO REMAIN (TYP)

REMOVE

GUTTER

REMOVE GUTTER

EXISTING 2X6 FRAMING

TO REMAIN

EXTG 2X8 RAFTERS

TO REMAIN

REMOVE ENTIRE TOP DOUBLE ROOF (TYP)

REMOVE BLANKET

INSULATION

REMOVE RIGID

INSULATION

FRAMING IN LOWER ROOF TO REMAIN -

TYPICAL AT ALL LOWER ROOFS

EXTG 2X10 CEILING JOISTS TO REMAIN (TYP)

REMOVE INSULATION

S302 B3

SELECTIVELY CEILING DEMOLITION

SEE DETAIL

EXTG RAFTER

FRAMING TO REMAIN

EXTG FRAMING

TO REMAIN

REMOVE ALL INSULATION

REMOVE SHINGLES, UNDERLAYMENT

AND SHEATHING FROM LOWER ROOF

FRAMING TO REMAIN

EXTG 2ND FLOOR

CEILING TO REMAIN

DEMO ABOVEDEMO ABOVE

ACM DETECTED

AREA W/ BLACK ROOF

CAULK CONTAINS

ASBESTOS (TYP)

ACM DETECTED

AREA W/ BLACK ROOF

CAULK AROUND CHIMNEY

CONTAINS ASBESTOS

NOTE:

BROWN SIDING - IF DISTURBED

LEAD BASED PAINT - DISPOSE OF

IN LANDFILL. PROVIDE PROOF OF

DISPOSAL (BILL OF LADING)

NO ABATEMENT ON SECOND FLOOR

RED 9" X 9" FLOOR TILE ON EXISTING

SECOND FLOOR CONTAINS ASBESTOS

DO NOT DISTURB EXISTING RED FLOOR TILES

BEDROOM

BATH

1 2 3 4 5

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S101

ROOF DEMOLITION

& ABATEMENT

PLAN

M1 2-

SW KR

S W

ILD

0 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S101

A4 ROOF DEMOLITION PLAN

3/32" = 1'-0"S101

C4 WEST ROOF DEMO ELEVATION

3/32" = 1'-0"S101

C2 NORTH ROOF DEMO ELEVATION

3/32" = 1'-0"S101

D4 EAST ROOF DEMO ELEVATION

3/32" = 1'-0"S101

D2 SOUTH ROOF DEMO ELEVATION

1/4" = 1'-0"S101

A2 ROOF FRAMING DEMO

1 1/2" = 1'-0"S101

B2 ROOF DEMOLITION DETAIL

• ROOF, CAULK, BLACK: LOCATED AT THE SEAMS, EDGES

& CHIMNEY PENETRATION ON THE ROOF. UPEA

RECOMMENDS THAT THIS ROOF CAULK BE ABATED BY A

CERTIFIED ASBESTOS ABATEMENT CONTRACTOR, DUE

TO THE PROPOSED CONSTRUCTION THAT MAY TAKE

PLACE IN THIS AREA OF THE BUILDING. THERE IS AN

APPROXIMATE TOTAL OF 60 LF OF THIS ROOF CAULK.

• 2ND FLOOR, 9”X9” FLOOR TILE, RED: THIS FLOOR TILE

CAN BE LEFT IN PLACE. IF THIS FLOOR TILE IS TO BE

DISTURBED, IT SHALL BE DONE BY A CERTIFIED

ASBESTOS ABATEMENT CONTRACTOR. THERE IS AN

APPROXIMATE TOTAL OF 300 SF OF THIS FLOOR TILE.

ASBESTOS CONTAINING

MATERIALS

NOTE:

PLEASE SEE SAMPLING REPORT - "ASBESTOS SURVEY &

LEAD AND CADMIUM CONTAINING PAINT SAMPLE

REPORT" - FOR INFORMATION

POTENTIONAL AREAS OF ASBESTOS ABATEMENT

ABATEMENT DEMOLITION SCOPE:

1. BLACK ROOF CAULK AT EDGES, SEAMS AND

PENETRATIONS SHALL BE ABATED BY A CERTIFIED

ASBESTOS ABATEMENT CONTRACTOR.

2. REMOVE BLACK CAULK AT CHIMNEY BY A CERTIFIED

ABESTOS ABATEMENT CONTRACTOR.

ALL ABATEMENT WORK TO BE PERFORMED BY

CERTIFIED ABATEMENT PROFESSIONAL ONLY

1) HAZARDOUS MATERIALS LISTED / DESCRIBED ARE TO

THE BEST KNOWLEDGE OF THE ENGINEEER /

ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE

FOR PROPER IDENTIFICATION AND DISPOSAL OF THESE

ITEMS IN ACCORDANCE WITH OSHA AND OTHER

REQUIREMENT. IF OTHER SUSPECTED HAZARDOUS

MATERIALS ARE UNCOVERED DURING DEMOLITION,

CONTRACTOR SHALL HAVE MATERIALS TESTED AND /

OR SHALL HANDLE AS REQUIRED BY OSHA.

2) SEE HAZARDOUS MATERIALS TESTING REPORT IN

THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"S101

A1 ROOF ABATEMENT PLAN

1/8" = 1'-0"S101

B1 SECOND FLOOR ABATEMENT PLAN

S U

I T

/2 5/

O W

/1 6/

B3 S302

LINE OF BUILDING

BELOW (TYP)

RIDGE VENT (TYP)

VALLEY

VALLE

RIDGE

SLOPE 7:12 SLOPE 7:12

EXISTING GABLE VENT

TO REMAIN (TYP)

4 4

REPOINT STONE CHIMNEY

SEE DETAIL SHEET S103

SEE SPECIFICATIONS

NEW ASPHALT SHINGLES

ON EGRESS ROOF

SLOPE 7:12 SLOPE 7:12

A3 S302

NOTE:

PER MICHIGAN BUILDING CODE, PROVIDE A SELF-ADHERING ICE BARRIER AT ALL EAVES, VALLEYS AND EDGES OF ROOF. EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT

LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING

S302 D5

ICE & WATER BARRIER

(TYPICAL AT EAVES &

VALLEYS)

SLOPE 7:12

4 5

A3 S301

MIN. 24" FROM FACE OF EXT WALL

2' - 0"

ICE & WATER BARRIER

SLOPE 7:12

MIN. 24" FROM FACE OF EXT WALL

2' - 0"

MIN. 24" FROM FACE OF EXT WALL

2' - 0"

MIN. 24" FROM FACE OF EXT WALL

2' - 0"

MIN. 24" FROM FACE EXT WALL

2' - 0"

ICE BARRIER

3' - 0"

ICE BARRIER3' -

FLASHING REQUIRED

- 0

ICE BARRIER

2' - 0"

" F

O F

- 0

" F

O F

- 0

MIN. 24" FROM FACE EXT WALL

2' - 0"

ICE & WATER BARRIER

(TYPICAL AT EAVES &

VALLEYS)

O F

T W

O F

T W

O F

T W

B3 S302

LINE OF BUILDING

BELOW (TYP)

S P

2X10 SP RAFTERS

EXTG ROOF FRAMING REMAINS

1' - 4"21' - 6"1' - 4"

24' - 2"

4' - 0 3/4"3"

4' - 3 3/4"

A3 S302

0 S

Z0 0-5

4 S

0 S

Z0 0-5

4 S

0 S Z0

0-5 4 S

S P

ROOF OVERLAY AREAS

SOLID HATCH

2X10 SP RAFTERS

S302 D1

NEW SHINGLES, ICE / WATER SHIELD

UNDERLAYMENT, AND SHEATHING

NEW RIDGE VENT

NEW FLASHING AS REQUIRED

NEW FASCIA, SOFFIT AND DRIP EDGE

NEW GUTTERS AND DOWNSPOUTS

- SINGLE ROOF SYSTEM - WD STUD MEMBERS AND

MFR'D TRUSSES TO BE "SISTERED" TO EXISTING

LOWER ROOF FRAMING

- NEW SHEATHING, UNDERLAYMENT AND SHINGLES

- NEW FASCIA, SOFFIT AND FRIEZE BOARD

NEW ROOF

CONSTRUCTION SCOPE:

NEW CONSTRUCTION

KEYNOTES:

OVERLAY AREAS

LEGEND

BEARING WALL BELOW

1 2 3 4 5

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S102

PROPOSED ROOF

PLAN

M1 2-

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S W

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M-

7, ON

N, M I 4

1/4" = 1'-0"S102

A4 PROPOSED ROOF PLAN

1/4" = 1'-0"S102

A3 PROPOSED ROOF FRAMING PLAN

NOTE:

TO ENSURE SAFETY AND MINIMIZE DAMAGE TO

EXTG RAFTER SYSTEM, PLEASE PROVIDE ARCHITECT

A "ROOFING BRIEF " AS TO METHODS THAT WILL BE

USED TO BRING NEW FRAMING INTO EXISTING

FRAMEWORK. IT IS RECOMMENDED TO POSITION

AND SLIDE NEW RAFTERS BETWEEN EXISTING

RAFTERS AND POSITION ACCORDINGLY ONCE

WITHIN ATTIC CAVITY

S U

I T

/2 5/

O W

/1 6/

BASEMENT

91' - 8 1/4"

SECOND FLOOR

CEILING

115' - 6"

FIRST FLOOR

100' - 0"

SECOND FLOOR

108' - 6"

MAIN ROOF

BEARING

110' - 8"

EXTG GRADE

98' - 4"

FRONT GABLE

BEARING

107' - 11 1/4"

LIMITS OF SPRAY

FOAM INSULATION

AIR SPACE

SPRAY FOAM INSULATION

W/ BAFFLE (TYP)

EXTG 2X6 RAFTER

W/ 2X12 SISTER (TYP)

2X12 SISTERED RAFTERS

(TYP)

EXTG 2X6 RAFTER (TYP)

EXTG 2x6 CEILING JOIST (TYP)

ROOF FRAMING BEHIND

SLOPED BEDROOM

CEILING (TYP)

EXTG GABLE VENT

TO BE BLANKED (TYP

@ GABLES)

ATTIC AREA

LIVING QUARTERS

EXTG DRYWALL - CONTRACTOR

TO PROTECT DURING CONSTRUCTION

EXTG GABLE VENT TO REMAIN

EXTG 2X6 RAFTER W/ COLLAR

TIE CEILING JOIST

EXTG 2X6 RAFTER

NEW 2X12 RAFTER SISTERED

TO EXISTING

S302 B1

NOTE:

SEE DETAILS ON SHEET S104

FOR ADDITIONAL INFORMATION

NEW SHINGLES, FELT, 5/8" SHEATHING

NAIL W/ 10d NAILS @ 6" O.C. ON EDGES

AND 12" ON INTERIOR, ICE & WATER BARRIER

WHERE REQUIRED

NEW 2X12 WOOD RAFTEREXTG 2X8 RFTER

EXTG 2X6 CEILING JOIST

SISTERED 2X12 WOOD STUD

EXTG 2X6 WS RAFTER

W/ COLLAR TIE

1 2 3 4 5

B Y:

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S301

BUILDING AND

RAFTER SECTIONS

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

S W

ILD

0 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S301

A3 LONGITUDINAL SECTION

3/4" = 1'-0"S301

C3 TYPICAL SISTERED RAFTER CONFIGURATION

3/4" = 1'-0"S301

C1 TYPICAL SISTERED RAFTER CONFIGURATION

S301

A1 AXONOMETRIC TYPICAL RAFTER CONFIGURATION

O W

/1 6/

2" AIR SPACE (TYP)

RIDGE VENT

2X12 RAFTER "SISTERED"

TO EXTG 2X6 RAFTER

SPRAY FOAM

INSULATION (R-49)

EXISTING BEDROOM

NEW KICKER

FOR ADDITIONAL

SUPPORT (TYP)

SEE DETAIL THIS SHEET

A1 S302

SOFFIT W/

VENTILATION (TYP)

S302 C2

S302 B1

S302 B2

S302 A2 S302

A3 S301

SELECTIVELY REMOVE CEILING TO PROVIDE

LAP REINFORCING AT EACH FLOOR JOIST. PATCH

SHEATHING W/ SAME THICKNESS AS ADJACENT.

SPRAY FOAM INSULATION R-49

SPRAY ON FACE

SPRAY FOAM

INSULATION (R-40)

EXISTING 2X6 WOOD RAFTER2X12 WOOD RAFTER "SISTERED"

ONTO EXISTING 2X6

EXISTING CEILING

2" AIR SPACE (TYP)INSULATION

BAFFLES TYPICAL

1' - 4" O.C.

5/8" PLYWOOD SHEATHING

12d NAILS @ 16"

STAGGERED (TYP)

EXISTING COLLAR TIE

SIMPSON CS-20 STRAP

TIE - LAP & NAIL 6"

MIN. ON COLLAR TIE AND

2X12 RAFTER

EXISTING 2X6 RAFTER

12d NAILS @ 16" O.C.

STAGGERED (TYPICAL)

(6) #12-14 HWH SCREWS

@ 3" O.C. (TYP)

EXISTING 2X6 RAFTER

PROPOSED 2X12

SISTERED RAFTER

16ga STEEL PLATE W/ (26)

#10 SCREWS - SEE DETAIL

THIS SHEET

PROPOSED 400SZ00-54 lt. ga.

MTL STUD (TYP)

S302 D1

3' - 6" 16ga STEEL PLATE

(26) #10 SCREWS @ 4" O.C.

3" BETWEEN ROWS (TYP)

2" FROM EDGE (TYP)

3' - 6"

SPRAY FOAM INSULATION R-49

PROPOSED 400SZ00-54 lt. ga.

MTL STUD (TYP)

13"/16" Ø HOLE

FOR 3/4" Ø BOLT

4" x 3" x 1/8" PL

8" x 3 1/2" x 1/8" ANGLE, 4' LONG SECTIONS

(WELDMENT OR BEND PL)

(4) 5/16"x6" GRK RSS SCREWS

@ 3" O.C. INTO EXISTING

FLOOR JOIST

3" 3"

PROPOSED 400SZ00-54 lt. ga.

MTL. STUD (TYP)

(4) 5/16" x 6" GRK RSS

SCREWS @ 3" O.C.

(2) #10 SCREWS @ 4" O.C. (TYP)

EXISTING FLOOR JOIST

(DASHED LINE)FIELD LOCATE AND

SITE DRILL THESE

SCREWS INTO FLOOR JOIST

COPY SCREW PATTTERN ALONG

FULL 4' LENGTH OF ANGLE

3/4" Ø BOLT (TYP)

1.5" MIN EXTENSION OF

KICKER PAST BOLT

BUTT SECTIONS

TOGETHER (TYP)

P4"

C1 S302

6" 3" 6"

SIMPSON CS-20

STRAP TIE

SIMPSON CS-20 STRAP TIE

(OPPOSITE SIDE OF JOIST)EXISTING FLOOR JOIST

FILL ALL NAIL HOLES

WITHIN 6" SEGMENTS

1 1 /4"

LP SMARTSIDE

1X5 FASCIA BOARD

W/ DRIP EDGE

LP SMARTSIDE SOFFIT

W/ CONTINUOUS

VENTILATION (TYP)

5/4" FRIEZE BOARD

STAIN TO MATCH

SHINGLES, 30# FELT,

UNDERLAYMENT, ICE & WATER

BARRIER (WHERE REQUIRED),

SHEATHING

EXTG 2X6 RAFTER

2X12 SISTER (TYP)

PROFILE 2X12 TO

SOFFIT FRAMING

NEW GUTTER &

DOWNSPOUTS

AIR SPACE

SPRAY FOAM

INSULATION

SUB-FASCIA

BLOCKING

A1 S302

RIDGE VENT

12d NAILS @ 16" O.C. STAGGERED

INTO EXTG 2X6 (TYP)

NEW 2X10'S, 5/8" SHEATHING

#30 FELT & SHINGLES (TYP)

SPRAY FOAM INSULATION

W/ BAFFLE

S302 A2

S302 D4

DO NOT DAMAGE EXTG

WINDOW TRIM

SLOPESLOPE

REPOINT AS DIRECTED

IN SPECIFICATIONS

EXTG CHIMNEY

APRON FLASHING ON

TOP OF SHINGLES

(DOWN SLOPE), SEALANT

AS NECESSARY

COUNTER FLASHING

SEE DETAIL THIS SHEET

RIDGE NOTE:

COUNTERFLASHING TO BE UNDER SHINGLES

ON SIDES OF CHIMNEY, AND OVER SHINGLES

ON DOWN SLOPE

S302

COUNTER-FLASHING UNDER

R-

COUNTER-FLASHING UNDER

R-

EXTG CHIMNEY

REPOINT PER SPECIFICATION

COUNTERFLASHING UNDER

ON SIDES (TYP)

COUNTER FLASHING

SEE DETAIL THIS SHEET

SAWCUT JOINT 6"

FROM ROOFLINE (TYP)

REPLACE SECTION OF

BROKEN FLUE LINER

PROVIDE CHIMNEY CAP

W/ SPARK ARRESTOR

COUNTERFLASHING OVER

SHINGLES ON DOWN SLOPE (TYP)

FLASHING OVERFL

REPLACE SECTION OF

BROKEN FLUE LINER

PROVIDE CHIMNEY CAP

W/ SPARK ARRESTOR

REPOINT PER SPECIFICATION

SAWCUT STRAIGHT

LINE AND PROVIDE

COUNTER FLASHING

COUNTERFLASHING OVER

SHINGLES ON DOWN SLOPE (TYP)

SEALANT (TYP)

OVER

UNDER

COUNTERFLASHING UNDER

ON SIDES (TYP)

COUNTERFLASHING UNDER

ON SIDES (TYP)

REPOINT PER SPECIFICATION

COUNTER FLASHING

FLASHING BEHIND COUNTER

FLASHING OVER SHINGLES

ON DOWN SLOPE

SAWCUT STRAIGHTLINE

JOINT INTO STONE 6"

ABOVE ROOFLINE

SEALANT (TYP)

BROKEN EXTG FLUE LINER

SECTION TO BE REPLACED

1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R:

-0

B- Po rc up in e

M tn

S ta te P ar k-

H is to ric

B ui ld in gs U pg ra de s\

D w gs \M

-0

-L O

D G

- F

-2

rv t

1/ 4/

P M

S302

ROOF SECTIONS &

DETAILS

M1 2-

SW KR

S W

ILD

0 S

W Y

M-

7, ON

N, M I 4

1/2" = 1'-0"S302

B3 ROOF SECTION

1" = 1'-0"S302

A1 PROPOSED ROOF INSULATION DETAIL

3/4" = 1'-0"S302

B1 MAIN GABLE COLLAR TIE CONNECTION

3/4" = 1'-0"S302

B2 KICKER CONNECTION DETAIL

1 1/2" = 1'-0"S302

C1 KICKER CONNECTION DETAIL

3/4" = 1'-0"S302

D1 KICKER CONNECTION PLAN VIEW

3/4" = 1'-0"S302

C2 FLOOR JOIST LAP REINFORCING

1 1/2" = 1'-0"S302

A2 PROPOSED EAVE DETAIL

1/2" = 1'-0"S302

A3 FRONT GABLE ROOF SECTION

1/2" = 1'-0"S302

D5 CHIMNEY REPAIR PLAN

1/2" = 1'-0"S302

D4 CHIMNEY REPAIR ELEVATION

1/2" = 1'-0"S302

D3 CHIMNEY REPAIR ELEVATION

1/2" = 1'-0"S302

D2 CHIMNEY REPAIR SECTION

S U

I T

/2 5/

O W

/1 6/

STM

PLUMBING PIPING MECHANICAL PIPING

DUCTWORK

CDS

CDR

CHWS

CHWR

CDS

CDR

CHWR

CHWS

AIR

HWR

HWS

SAN

HWC

SAN

EA24x14

HWC

OA24x14

RA24x14

SA24x14

S D

SA24x14

RA24x14

STM

CDR

CDS

CHWR

CHWS

HWR

HWS

AIR

SAN

HWC

HYDRONIC HOT WATER SUPPLY - NEW

HYDRONIC HOT WATER SUPPLY - EXISTING

HYDRONIC HOT WATER SUPPLY - DEMO

HYDRONIC HOT WATER RETURN - NEW

HYDRONIC HOT WATER RETURN - EXISTING

HYDRONIC HOT WATER RETURN - DEMO

COMPRESSED AIR - NEW

COMPRESSED AIR - EXISTING

COMPRESSED AIR - DEMO

GAS - NEW

GAS - EXISTING

GAS - DEMO

DOMESTIC COLD WATER - EXISTING

DOMESTIC COLD WATER - DEMO

DOMESTIC COLD WATER - NEW

DOMESTIC HOT WATER - EXISTING

DOMESTIC HOT WATER - DEMO

DOMESTIC HOT WATER - NEW

DOMESTIC HOT WATER RECIRC - EXISTING

DOMESTIC HOT WATER RECIRC DEMO

DOMESTIC HOT WATER RECIRC - NEW

SANITARY - EXISTING

SANITARY - DEMO

SANITARY - NEW

VENT - EXISTING

VENT - DEMO

VENT - NEW

STORM - EXISTING

STORM - DEMO

STORM - NEW

CONDENSATE - EXISTING

CONDENSATE - DEMO

CONDENSATE - NEW

FIRE PROTECTION - EXISTING

FIRE PROTECTION - DEMO

FIRE PROTECTION - NEW

ABBREVIATIONS

PIPING "T"

PIPING 90

STRAINER

SYMBOL LEGEND

CAP

NOTES

INLINE PUMP

BALANCE VALVE

PRESSURE RELIEF VALVE

3-WAY CONTROL VALVE

2-WAY CONTROL VALVE

GLOBE VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

BUTTERFLY VALVE

BALL VALVE

EXHAUST AIR DUCT DOWN

EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

RETURN AIR DUCT UP

SUPPLY AIR DUCT DOWN

SUPPLY AIR DUCT UP

AIR FLOW

HUMIDISTAT - 60" A.F.F.

THERMOSTAT - 60" A.F.F.

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE / SMOKE DAMPER

(RATING DETERMINED BY WALL TYPE)

VOLUME CONTROL DAMPER

SQUARE TO ROUND TRANSITION

RETURN OR EXHAUST REGISTER

SUPPLY REGISTER

RELIEF AIR HOOD - ROOF

FRESH AIR INTAKE HOOD - ROOF

EXHAUST FAN - ROOF

RETURN OR EXHAUST AIR GRILLE

LINEAR DIFFUSER

SUPPLY AIR DIFFUSER PIPE BREAK

PIPE DOWN

PIPE UP

CLEAN OUT

GAS METER

UNION

HOSE BIBB

ELECTRIC BELL

SIAMESE CONNECTION

BARE FIN TUBE ELEMENT

FIN TUBE ELEMENT WITH COVER

EXTERNALLY INSULATED DUCTWORK

INTERNALLY LINED DUCTWORK

SUPPLY AIR DUCT - EXISTING

SUPPLY AIR DUCT - DEMO

SUPPLY AIR DUCT - NEW

RETURN AIR DUCT - EXISTING

RETURN AIR DUCT - DEMO

RETURN AIR DUCT - NEW

OUTSIDE AIR DUCT - EXISTING

OUTSIDE AIR DUCT - DEMO

OUTSIDE AIR DUCT - NEW

EXHAUST AIR DUCT - EXISTING

EXHAUST AIR DUCT - DEMO

EXHAUST AIR DUCT - NEW

CONDENSOR WATER SUPPLY

CONDENSOR WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSOR WATER SUPPLY - DEMO

CONDENSOR WATER SUPPLY - EXIST

CONDENSOR WATER RETURN - DEMO

CONDENSOR WATER RETURN - EXIST

CHILLED WATER SUPPLY - DEMO

CHILLED WATER SUPPLY - EXIST

CHILLED WATER RETURN - DEMO

CHILLED WATER RETURN - EXIST

METER

STEAM - NEW

STEAM - EXISTING

STEAM - DEMO

CONNECTION TO EXISTING

ACCU AIR COOLED CONDENSING UNIT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APD AIR PRESSURE DROP

AS AIR SEPERATOR

B BOILER

BB BASEBOARD

BC BOOSTER COIL

BDD BACKDRAFT DAMPER

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHP BRAKE HORSE POWER

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BT BATH TUB

BTU BRITISH THERMAL UNITS

BTUH BRITISH THERMAL UNITS PER HOUR

C CONVECTOR

CA COMPRESSED AIR

CB CATCH BASIN

CC COOLING COIL

CCF 100 CUBIC FEET

CD CEILING DIFFUSER

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFP CLEAN OUT FERRULE AND PLUG

CH CHILLER

CI CAST IRON

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEAN OUT

CO CARBON MONOXIDE

COND CONDENSATE

CO2 CARBON DIOXIDE

CT COOLING TOWER

CU CONDENSING UNIT

CU FT CUBIC FOOT

CUH CABINET UNIT HEATER

CW COLD WATER

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DIFFUSER

DB DRY BULB

DEG F DEGREE FAHRENHEIT

DF DRINKING FOUNTAIN

DI DIGITAL INPUT

DIA DIAMETER

DN DOWN

DO DIGITAL OUTPUT

DWV DRAIN, WASTE AND VENT

EA EACH

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EG EXHAUST AIR GRILLE

ELEV ELEVATION

ER EXHAUST AIR REGISTER

EUH ELECTRIC UNIT HEATER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EX EXISTING

EXH EXHAUST

F FURNACE

FAI FRESH AIR INTAKE

FBO FURNISHED BY OTHERS

FC FAN COIL

FD FLOOR DRAIN

FD FIRE DAMPER

FIN FIN TUBE RADIATION

FLG FLANGE

FP FIRE PROTECTION

FPM FEET PER MINUTE

FT FOOT OR FEET

F&T FLOAT AND THERMOSTATIC TRAP

G GAS (NATURAL)

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GT GREASE TRAP

H HYDROGEN

HB HOSE BIBB

HC HEATING COIL

HCO HORIZONTAL CLEANOUT

HP HORSE POWER

HTR HEATER

HVAC HEATING, VENTILATING & AIR COND

HW HOT WATER

HWC HOT WATER RECIRCULATING

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HX HEAT EXCHANGER

IE INVERT ELEVATION

IF INLINE FAN

IN INCH OR INCHES

IP IRON PIPE

INV INVERT

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

JC JANITOR'S CLOSET

JS JANITOR'S SINK

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LBS POUNDS

LHWR LOW TEMPERATURE HOT WATER

RETURN

LHWS LOW TEMPERATURE HOT WATER

SUPPLY

LIQ LIQUID (REFRIGERATION)

LV LOUVER

LP PROPANE GAS (LIQUID)

LWT LEAVING WATER TEMPERATURE

M METER

MAU MAKE-UP AIR HANDLING UNIT

MAX MAXIMUM

MB MOP BASIN

MBH BRITISH THERMAL UNITS (1000)

MBTUH BRITISH THERMAL UNITS (1000)

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MD MOTORIZED DAMPER

MECH MECHANICAL

MIN MINIMUM

MOCP MAXIMUM OVER CURRENT

PROTECTION

OA OUTDOOR AIR

OAI OUTDOOR AIR INTAKE

OC ON CENTER

OD OVERFLOW DRAIN

ODP OPEN DRIP PROOF

OXY OXYGEN

P PUMP

PC PLUMBING CONTRACTOR

PD PNEUMATIC OPERATED DAMPER

PIV POST INDICATING VALVE

PRV PRESSURE REDUCING VALVE

PT PRESSURE TEMPERATURE PLUG

PTAC PACKAGED TERMINAL AIR COND. UNIT

PVAC PROCESS VACUUM

S SINK

SA SUPPLY AIR

SAD SUPPLY AIR DIFFUSER

SAF SUPPLY AIR FAN

SAN SANITARY SEWER

SD SMOKE DETECTOR

SG SUPPLY AIR GRILLE

SH SHOWER HEAD

SHC STEAM HEATING COIL

SR SUPPLY REGISTER

SS STAINLESS STEEL

ST STORM

STM STEAM

SUCT SUCTION (REFRIGERATION)

TCC TEMPERATURE CONTROL CONTRACTOR

TCD TEMPERATURE CONTROL DAMPER

TCP TEMPERATURE CONTROL PANEL

TD TRANSFER DUCT

TG TRANSFER AIR GRILLE

TT THERMOSTATIC TRAP

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UV UNIT VENTILATOR

V VENT

VAC VACUUM

VAV VARIABLE AIR VOLUME BOX

VD VOLUME DAMPER

VFD VARIABLE FREQUENCY DRIVE

VS VENT STACK (SANITARY)

VTR VENT THRU ROOF (SANITARY)

VUV VERTICAL UNIT VENTILATOR

W WASTE

WB WET BULB

WC WATER CLOSET

W/O WITHOUT

WH WATER HEATER

WSHP WATER SOURCE HEAT PUMP

NOTE:

NOT ALL ABBREVIATIONS AND/OR SYMBOLS ARE

USED IN THIS SET OF DOCUMENTS.

N2O NITROUS OXIDE

NC NORMALLY CLOSED

NIC NOT INCLUDED OR NOT IN CONTRACT

NIT NITROGEN

NO NORMALLY OPEN

KW KILOWATT

R REGISTER

RA RETURN AIR

RD ROOF DRAIN

RET RETURN

RF RETURN FAN

RG RETURN AIR GRILLE

RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER

RR RETURN REGISTER

RTU ROOF TOP UNIT

MECHANICAL/PLUMBING AND FIRE PROTECTION GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND COORDINATE

WITH UTILITLY PROVIDERS FOR UTILITY INSTALLATIONS AS INDICATED ON THE DRAWINGS, IN THE

SPECIFICATIONS AND AS REQUIRED BY LOCAL, STATE AND FEDERAL CODES, AND AS MAY BE

REASONABLY IMPLIED TO ACCOMPLISH COMPLETE MECHANICAL SYSTEMS. FEES FOR UTILITY

HOOKUPS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. ALL CLOSE ELECTRICAL DISCONNECTS REQUIRED PER NEC CODE SHALL BE FURNISHED AND

INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

3. CONTRACTOR SHALL PROVIDE PRODUCTS AS SPECIFIED ON THE DRAWINGS AND

SPECIFICATIONS, HOWEVER, WHERE THE WORDS "EQUAL TO" ARE USED, ADDITIONAL PRODUCTS

MAY BE SUBMITTED AS PROPOSED SUBSTITUTIONS, BUT REQUIRE APPROVAL FROM

ARCHITECT/ENGINEER.

4. DESIGN DRAWINGS SHOW GENERAL ARRANGEMENT AND EXTENT OF WORK. THE DRAWINGS

ARE DIAGRAMMATIC AND MAY NOT NECESSARILY BE DRAWN TO SCALE FOR PURPOSE OF CLARITY AND LEGIBILITY. IT IS INTENDED THAT ALL ITEMS BE LOCATED SYMMETRICALLY WITH ARCHITECTURAL

ELEMENTS WHERE FEASIBLE AND BE INSTALLED TO AVOID OBSTRUCTIONS AND PRESERVE

HEADROOM. CONTRACTOR SHALL REVIEW PLANS OF OTHER TRADES WITH HIS OWN WORK TO AVOID CONFLICTS AND INTERFERENCES. CONTRACTOR MUST MAKE USE OF ALL SOURCES OF INFORMATION

INCLUDING DRAWINGS OF EQUIPMENT FURNISHED BY OTHERS. FAILURE TO REVIEW WORKING

SPACES OR CHECK DIMENSIONS IN QUESTION SHALL NOT WARRANT CONFLICTS. DRAWINGS AND

SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY.

5. CONTRACTOR SHALL NOT CUT, BORE OR NOTCH PRE-ENGINEERED TRUSSES. DO NOT NOTCH

JOISTS UNLESS APPROVED BY THE ENGINEER. LIMIT HOLES IN WOOD JOINSTS AND ENGINEERED

LUMBER AS REQUIRED PER MANUFACTURER AND CODE.

6. MOTORS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AS REQUIRED BY THE

EQUIPMENT FURNISHED BY THE MECHANICAL CONTRACTOR. MOTORS TO BE SUITABLE FOR LOAD, DUTY, VOLTAGE, FREQUENCY, HAZARD, SERVICE AND LOCATION INTENDED. SINGLE PHASE MOTORS MUST HAVE INTEGRAL THERMAL OVERLOAD PROTECTION IN ADDITION TO THAT PROVIDED IN MOTOR

CONTROLLERS. MOTORS TO CONFORM IN DESIGN AND PERFORMANCE TO THE MOTOR STANDARDS

OF NEMA. MOTORS RATED FOR CONTINUOUS DUTY UNDER FULL LOAD WITH A MAXIMUM

TEMPERATURE RISE OF 105 DEG F FOR OPEN, 125 DEG F FOR DRIP PROOF AND 130 DEG F FOR

EXPLOSION PROOF AND TOTALLY ENCLOSED TYPES. SUPPLY MOTORS WITH BELT DRIVES WITH

ADJUSTABLE BASES, REMOVABLE BELT GUARDS AND VARIABLE PITCH DRIVE PULLEY SELECTED SO THAT MIDPOINT OF VARIABLE RANGE OF PULLEY WILL DRIVE EQUIPMENT AT RATED SPEED. MOTORS

1 HP AND LARGER SHALL BE THREE PHASE (UNLESS OTHERWISE LISTED).

7. MOTOR CONTROLLERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FOR

MOTORS FURNISHED BY THE MECHANICAL CONTRACTOR. MOTOR CONTROLLERS SHALL BE OF SIZES AND TYPES AS NEEDED TO MEET THE OPERATIONAL CONDITIONS AS REQUIRED BY THE SEQUENCE OF OPERATION. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL THE POWER CIRCUIT, LOCAL

DISCONNECT AND CONNECTION TO MOTOR TERMINALS. MECHANICAL CONTRACTOR TO MOUNT

MOTOR CONTROLLERS AND CONTROL COMPONENTS AND WIRE AND MAKE ALL FINAL CONTROL

CONNECTIONS BETWEEN DEVICES.

8. THE DRAWINGS INDICATE KNOWN UTILITY AND DRAINAGE LINES IN ACCORDANCE WITH THE

INFORMATION FURNISHED TO THE ENGINEER. RESPONSIBILITY FOR LOCATING, UNCOVERING,

DISPOSING OR MAINTAINING ALL EXISTING UTILITY LINES TO REST SOLELY WITH THE CONTRACTOR.

VERIFY LOCATIONS AND DEPTHS OF SERVICE CONNECTION POINTS BEFORE PROCEEDING WITH

CONSTRUCTION.

9. CONTRACTOR SHALL CHECK EXISTING PREMISES BEFORE SUBMISSION OF BIDS TO CHECK

ALL CONDITIONS WHICH MAY EFFECT THE PERFORMANCE OF THE WORK INVOLVED. NO

ALLOWANCES OR EXTRA PAYMENT WILL BE MADE DUE TO CONTRACTOR'S FAILURE TO EXAMINE SITE

AND FULLY DISCERN WORKING CONDITIONS.

10. MECHANICAL CONTRACTOR SHALL RECEIVE, PROPERLY HOUSE, HANDLE, HOIST, AND

DELIVER TO PROPER LOCATION EQUIPMENT AND OTHER MATERIALS REQUIRED FOR THIS CONTRACT.

11. THE CONTRACTOR SHALL OBTAIN PERMITS, ARRANGE FOR INSPECTIONS, AND PAY FEES AND EXPENSES IN CONNECTION THEREWITH, AS A PART OF THE WORK REQUIRING SUCH PERMITS. EVERY

EFFORT IS MADE TO DESCRIBE THE WORK REQUIREMENTS IN CONFORMITY WITH APPLICABLE

CODES.

12. THE CONTRACTOR SHALL REVIEW ANY ALTERNATES OF OTHER TRADES, AND PRICE THEIR BID

TO ACCOUNT FOR ITEMS AFFECTING HIS WORK.

13. PIPING PASSING THROUGH CORRIDORS, TUNNELS, CHASES, ETC. SHALL BE CONSIDERED FOR

PROPER DRAINAGE. CONSULT WITH THE OTHER CONTRACTORS AND AVOID CONFLICT WITH

LOCATION OF PIPING. ORDER OF PRIORITY FOR ALL PIPING AND CONDUITS TO BE INSTALLED SHALL

BE AS FOLLOWS WITH THE HIGHEST PRIORITY LISTED FIRST.

A. PLUMBING DRAIN LINES

B. CONDENSATE LINES

C. DUCTWORK

D. FIRE PROTECTION

E. HOT AND COLD WATER PIPING

F. ELECTRICAL CONDUIT

14. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT

DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING

CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED

PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO

SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

15. ALL DUCTS SERVING SUPPLY, RETURN AND EXHAUST TERMINALS SHALL BE PROVIDED WITH

BALANCE DAMPERS. FOR CLARITY, ALL DAMPERS MAY NOT BE SHOWN ON PLANS.

16. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND/OR SPECS, THE STRICTEST

PROVISION SHALL GOVERN.

17. CONTRACTOR TO PROVIDE CERTIFIED LEAD FREE PLUMBING FIXTURES THROUGHOUT.M

OVERFLOW STORM - EXISTING

OVERFLOW STORM - DEMO

OVERFLOW STORM - NEW

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s

U p g ra d e s \D w g s \M

E P

\M e c h a n ic a l\ M

-0

-L

O D

G E

M e ch a n ic a l.

rv t

:1 :0

P001

MECHANICAL AND

PLUMBING

ABBREVIATIONS

AND SYMBOLS

-0

S P a

S P u

K C

S P a

L O

D G

E U

P G

R A

D E

O R

C U

E M

O U

D E

R N

E S

S S

P A

R K

F M

N D

N R

L O

D G

E U

P G

R A

D E

S P

O R

C U

E M

O U

N T

S W

E R

N E

S S

S T

A T

E P

A R

S T

A T

E O

F M

N D

N R

T M

T A

T E

H W

Y M

-1

, O N

T O

N A

G O

N , M

I 4

R E

E D

R E

E V

/3 /2

O W

N E

R F

L R

E V

/1 /2

W asher

Dryer

W asher

Dryer

½" CW TO EXPANSION TANK

3/4"ø

"ø 3 /4

"ø

1/2"ø

3/4"ø

"ø

1/2"ø

3/4"ø

"ø

¾" HW/CW DN TO WATER HEATER

2" SAN UP

½" HW/CW UP

C W

SAN

2"ø

EX. WATER HEATER

3/4"ø

1/2"ø 3/4"ø

3/4"ø 2"ø

1/2"ø

3/4"ø

1/2"ø

"ø

C W

H W

SAN

1/2"ø

¾" HW/CW DN TO

WASHER CONNECTION

EX. WATER SERVICE

"ø

1 REMOVE EXISTING GALVANIZED CW AND HW PIPING AND ASSOCIATED FITTINGS AND SUPPORTS.

KEYNOTES

2 REMOVE EXISTING GALVANIZED SANITARY PIPING AND ASSOCIATED FITTINGS AND SUPPORTS.

GENERAL NOTE:

1. THE INTENT IS TO REMOVE AND REPLACE ALL REMAINING GALVANIZED SANITARY, COLD WATER

AND HOT WATER PIPING WITH PEX WATER PIPING AND PVC SANITARY AND VENT PIPING.

3 CW PIPING TO BOILER SYSTEM. SEE BOILER PIPING DETAIL.

4 PROVIDE HOSE END VALVES AND WATER HAMMER ARRESTORS FOR WASHING MACHINE

CONNECTIONS. PROVIDE COPPER PIPING FROM CEILING DOWN.

5 PROVIDE ISOLATION VALVE AND AIR COMPRESSOR CONNECTION FOR SEASONAL BLOWOUT OF

SYSTEM.

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s

U p g ra d e s \D w g s \M

E P

\M e c h a n ic a l\ M

-0

-L

O D

G E

M e ch a n ic a l.

rv t

:1 :0

P101

PLUMBING PLAN -

LODGE

-0

S P a

S P u

K C

S P a

L O

D G

E U

P G

R A

C U

E M

O U

D E

R N

E S

S S

P A

R K

F M

N D

N R

L O

D G

E U

P G

R A

D E

S P

O R

C U

E M

O U

N T

S W

E R

N E

S S

S T

A T

E P

A R

S T

A T

E O

F M

N D

N R

T M

T A

T E

H W

Y M

-1

, O N

T O

N A

G O

N , M

I 4

1/4" = 1'-0"A1

BASEMENT EXISTING PLUMBING PLAN

1/4" = 1'-0"A3

BASEMENT PROPOSED PLUMBING PLAN

LODGE

R E

/9 /2

R E

E D

R E

E V

/3 /2

O W

N E

R F

L R

E V

/1 /2

Dryer

W asher

Dryer

1 1/2"ø

1"ø

1 1/4"ø

HWS

HWR

HWS

3/8"ø

TO LP TANK

EXPANSION TANK

BOILER

3-WAY VALVE

CIRC PUMP

GATE VALVE

LOW WATER CUT

OFF

1½"

HWR

1½"

3/8"

3/8" 1¼"

1½"

UNION

3/8"

GAS

GAS COCK

HWS

6" EA

1/2"

1 1/2"ø

HWS

HWR

HWS

EX. WATER HEATER

3/8"ø

B-1

EXPANSION TANK

3"ø

1 REMOVE EXISTING BOILER AND ASSOCIATED ELECTRICAL, GAS PIPING, VENTING, AND NEAR BOILER PIPING.

KEYNOTES

2 REMOVE EXISTING EXPANSION TANK AND ASSOCIATED SUPPORTS AND PIPING.

3 REMOVE EXISTING PUMP AND ASSOCIATED PIPING AND SUPPORTS.

4 REMOVE EXISTING HWS AND/OR HWR PIPING AND SUPPORTS.

5 REMOVE EXISTING GAS PIPING AND SUPPORTS.

6 REMOVE EXISTING EXHAUST DUCT. CAP UNUSED PIPING.

7 CAP EXISTING EXHAUST DUCT.

8 3" PVC C.A. AND E.A. ROUTED TIGHT TO BOTTOM OF JOISTS. PROVIDE WATER TIGHT PENETRATION AND

TERMINATE PER MANUFACTURER'S REQUIREMENTS.

9 ALL HYDRONIC PIPING SHALL BE TYPE L COPPER.

EXPANSION TANK

FILL-TROL # FT-125

0011-F4

SPIROVENT

VJS150

EX. CW

THERMOMETER

LOW-WATER CUT-OFF

P/T GUAGE

PRESSURE RELIEF VALVE

1¼" 1½"

HWS

1/2"

BOILER CIRC PUMP

TACO #0015e

DRAIN

VALVE

HWR

1½"

BALL VALVE (TYP)

BOILER B-1

PRESSURE

REDUCING VALVE

BACKFLOW PREVENTER

CHECK VALVE

BOILER SCHEDULE

ID MANUFACTURER

B-1 WEIL MCLAIN

MODEL

NUMBER

EVG 155 155

INPUT

CAPACITY

(MBH) VOLTS

AMPS

NOTES

1,2,3,4

ELECTRICAL

1. PROVIDE WITH CONDENSATE NUETRALIZER KIT, CONCENTRIC VENT KIT, BOILER CIRCULATOR AND LOW-WATER CUT-OFF W/ MANUAL RESET.

2. PROVIDE PIPING PER DETAIL.

3. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.

4. PROVIDE WITH PROPANE CONVERSION KIT.

1¼"

WATER

CONNECT

(IN)

1/2"

GAS

CONNECT.

(IN)

SHIPPING

WEIGHT

(LBS)

VENT

(IN)

COMB.

AIR

(IN)

160/180

EWT/LWT

(ºF)

OUTPUT

CAPACITY

(MBH)

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s

U p g ra d e s \D w g s \M

E P

\M e c h a n ic a l\ M

-0

-L

O D

G E

M e ch a n ic a l.

rv t

:1 :0

M101

MECHANICAL PLAN

- LODGE

-0

S P a

S P u

K C

S P a

L O

D G

E U

P G

R A

C U

E M

O U

D E

R N

E S

S S

P A

R K

F M

N D

N R

L O

D G

E U

P G

R A

D E

S P

O R

C U

E M

O U

N T

S W

E R

N E

S S

S T

A T

E P

A R

S T

A T

E O

F M

N D

N R

T M

T A

T E

H W

Y M

-1

, O N

T O

N A

G O

N , M

I 4

1/4" = 1'-0"A1

BASEMENT EXISTING MECHANICAL PLAN

NOT TO SCALEC1

EXISTING BOILER PIPING DETAIL

1/4" = 1'-0"A3

BASEMENT PROPOSED MECHANICAL PLAN

LODGE

NOT TO SCALEC4

PROPOSED BOILER PIPING DETAIL

R E

/9 /2

R E

E D

R E

E V

/3 /2

O W

N E

R F

L R

E V

/1 /2

FAAP

FACP

ELECTRICAL ABBREVIATIONS, SYMBOLS AND NOTES

ABBREVIATIONS AND SYMBOLS LEGEND NOTES & DETAILS

ELR

CARBON MONOXIDE DETECTOR

1. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY OTHER

CONTRACTORS TO ARRANGE CLEARANCES AND ACCESS OPENINGS FOR ALL LARGE ELECTRICAL

EQUIPMENT.

2. IT SHALL BE UNDERSTOOD THAT THE ACT OF SUBMITTING A BID BY THE CONTRACTOR

CARRIES WITH IT THE AGREEMENT TO ALL ITEMS AND CONDITIONS REFERRED OR INDICATED OR

IMPLIED ON THE DRAWINGS AND THE SPECIFICATIONS AND NO CONSIDERATION WILL BE

GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED FOR WORK

TO BE DONE.

3. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH RULES AND REGULATIONS OF THE

LATEST EDITION OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, NATIONAL ELECTRICAL CODE, STATE ELECTRICAL CODE, LOCAL MUNICIPAL CODE AND ANY OTHER BOARD HAVING

JURISDICTION OVER THE ELECTRICAL INSTALLATION.

4. THE ELECTRICAL CONTRACTOR SHALL NOT ASSUME THAT ANY DRAWING OR

SPECIFICATION FORMING A PART OF THE CONTRACT DOCUMENTS AUTHORIZES THE VIOLATION

OF ANY CODE, REGULATION OR STANDARD. WHERE CONFLICTS ARISE, IT SHALL BE DEEMED THAT

THE CONTRACTOR HAS ESTIMATED THE COST OF ALL WORK TO BE COMPLETED IN ACCORD WITH

THE PREVAILING CODE.

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR ELECTRICAL WORK AND

SHALL PAY ALL REQUIRED FEES AND SALES OR USE TAX AND FINES AS APPLICABLE TO THIS

BRANCH OF WORK.

6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER

WITHOUT COST ALL REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL.

7. THE INTENT AND OBJECT OF THESE SPECIFICATIONS AND DRAWINGS IS TO INCLUDE A

COMPLETE WIRING SYSTEM FROM SERVICE PANEL TO EACH AND EVERY OUTLET INDICATED OR

SPECIFIED, INCLUDING CONNECTING ALL ELECTRICAL DEVICES AND/OR EQUIPMENT FURNISHED

BY THE OWNER OR OTHER CONTRACTORS.

8. THE DRAWINGS, WHICH CONSTITUTE A PART OF THE CONTRACT, ARE DIAGRAMMATIC AND

INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATION OF SWITCHES,

PANELBOARD AND OTHER WORK, BUT EXTREME ACCURACY IS NOT GUARANTEED AND FIELD

VERIFICATION OF ALL LOCATIONS AND DIMENSIONS IS DIRECTED.

9. GROUND ALL EQUIPMENT INCLUDING CONDUIT, RECEPTACLES, LIGHTING, MOTORS, PIPING

AS PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, AND AS SHOWN ON THESE DRAWINGS.

10. PROVIDE ONLY MATERIALS THAT ARE NEW OF THE TYPE AND QUALITY SPECIFIED, WHERE

UNDERWRITERS LABORATORIES HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS,

PROVIDE ONLY MATERIALS BEARING THE U.L. LABEL.

11. ARCHITECTURAL DRAWINGS SHOWING DIMENSIONS FOR ELECTRICAL DEVICES TAKE

PRECEDENCE OVER THE ELECTRICAL DRAWINGS.

12. SYSTEMS SHALL BE FREE FROM SHORTS AND GROUNDS. TEST FOR MECHANICAL AND

ELECTRICAL DEFECTS. VERIFY CORRECT CONNECTION OF HOT, NEUTRAL AND GROUND

CONDUCTORS. ALL CONDUCTORS SHALL BE COLOR CODED AND LABELED WITH ZONE

IDENTIFICATION FOR THE CASE OF LIGHTING.

13. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED

REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE,

REMOVE THE NON-COMPLYING ITEMS FROM THE JOB AND REPLACE WITH NEW ITEMS MEETING

THE REQUIREMENTS. COSTS FOR REPAIR OF NON-COMPLIANCE WORK SHALL BE BY THE

CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER.

14. UPON COMPLETION OF THE WORK, THOROUGHLY CLEAN ALL DEVICES AND EQUIPMENT.

15. ALL TELECOM, TV CABLE AND DATA CABLE SHALL BE DEDICATED RUNS FROM THE OUTLET

LOCATIONS TO THE BACKBOARD LOCATION.

16. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE

PROJECT DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE

BIDDING CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND

COORDINATED PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK

ASSIGNMENTS TO SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING

CONTRACTOR.

LUMINARE - SURFACE MOUNT FLUORESCENT OR INCANDESCENT

LUMINARE - RECESSED FLUORESCENT OR INCANDESCENT

LUMINARE - STANDARD FLUORESCENT STRIP LIGHT

LIGHT FIXTURE - RECESSED FLUORESCENT OR LED

HEAT DETECTOR

DUAL LEVEL SWITCHING - SWITCH OUTER (2) LAMPS SEPARATE

FROM CENTER LAMP

FIRE ALARM HORN/STROBE (CEILING MOUNTED)

FIRE ALARM BOOSTER PANEL

FIRE ALARM SPEAKER

END OF LINE RESISTOR

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MAGNETIC DOOR HOLD OPEN

GONG

DUCT SMOKE DETECTOR

TAMPER SWITCH

FLOW SWITCH

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MANUAL PULL STATION

SMOKE DETECTOR

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIRE SAFETY AND ALARM SYMBOLS

GENERAL NOTES:

PHOTO CELL

OCCUPANCY SENSOR (WALL MOUNTED)

PANEL - RECESSED

PANEL - SURFACE MOUNT

AUTOMATIC TRANSFER SWITCH (ATS)

DISCONNECT

NORMALLY OPEN SWITCH

NORMALLY CLOSED SWITCH

CIRCUIT BREAKER WITH SIZE AS NOTED

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

FUSED SWITCH

ELECTRIC METER

GROUND

IN-LINE FUSE

TRANSFORMER

STARTER DISCONNECT

THERMOSTAT

CONNECTION TO MOTOR

FUSED DISCONNECT

DISCONNECT

TELEPHONE/DATA OUTLET. PROVIDE 1"CONDUIT WITH PULL

STRING PER LOCATION. DATA CABLES AND TERMINATIONS BY

OTHERS.

SWITCH - PILOT

SWITCH - DIMMER

TYPICAL DEVICE MOUNTING HEIGHT

NOTE:

VERIFY HEIGHTS SHOWN COMPLY WITH LOCAL BUILDING CODE.

47"

1'-6"

MAX.

SYMBOL

EXIT

BOTTOM OF

FINISHED CEILING

SYMBOL

FIRE ALARM

SYMBOL

LIGHTING SWITCH

SYMBOL

120V CONVENIENCE

RECEPTACLE

SYMBOL

TELEPHONE AND

COMPUTER

TOP OF FINISHED FLOOR

47"

6'-8"SYMBOL

FIRE ALARM

MANUAL PULL

STATION

OCCUPANCY SENSOR (CEILING MOUNTED)

ABBREVIATIONS

LIGHTING SYMBOLS

SWITCH - PUSH BUTTON

SWITCH - TIME CLOCK

SWITCH - SINGLE POLE, TIMED

SWITCH - SINGLE POLE, KEYED

SWITCH - FOUR WAY

SWITCH - THREE WAY

SWITCH - SINGLE POLE

A AMPERES

AV PANELBOARD AV

AV AUDIO/VIDEO

A/V AUDIO/VIDEO

C PANELBOARD KPP-C

C.B. CIRCUIT BREAKER

GFCI GROUND FAULT CIRCUIT INTERUPTING

GFI GROUND FAULT CIRCUIT INTERUPTING

KVA KILO-VOLT AMPS (ELECTRIC POWER)

QT QUAD TUBE (FLUORESCENT LAMP)

TT TWIN TUBE (FLUORESCENT LAMP)

TYP TYPICAL

V VOLT

4W FOUR WIRE

3ø THREE PHASE

JUNCTION BOX

TELEVISION CABLE OUTLET

CLOCK - WALL MOUNTED

AMPLIFIER

INTERCOM

SPEAKER - CEILING MOUNTED

SPEAKER - WALL MOUNTED

WIRELESS ACCESS POINT (WAP)

TELEPHONE/DATA OUTLET - FLOOR MOUNTED

POLE RECEPTACLE

ISOLATED GROUND RECEPTACLE

TOP SWITCHED RECEPTACLE

GROUND FAULT INTERUPTING RECEPTACLE. PROVIDE WEATHER-

PROOF WHILE IN USE COVER WHERE LOCATED OUTDOORS.

QUAD RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

FLOOR RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

DUPLEX RECEPTACLE

MISCELLANEOUS SYMBOLSSWITCHES AND RECEPTACLE SYMBOLS

TELEPHONE, DATA AND COMMUNICATION SYMBOLS

S D

S P

S K

N E

LIGHT FIXTURE - EMERGENCY (WALL MOUNT)

LIGHT FIXTURE - EXIT/EMERGENCY (DIRECTIONAL ARROWS

WHERE INDICATED ON PLANS) (WALL OR CEILING MOUNT)

OSS

COUNTERTOP RECEPTACLE (GFCI WHERE REQUIRED)

CTR

LIGHT FIXTURE - SURFACE FLUORESCENT OR LED

SECURITY CAMERA (OUTDOOR/INDOOR PER PLAN)

DOOR ALARM KEYPAD. PROVIDE 1"CONDUIT WITH PULL STRING PER

LOCATION. DATA CABLES AND TERMINATIONS BY OTHERS.

WP WEATHERPROOF

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s U p g ra d e s\

D w g s \M

E P

\E le c tr ic a l\ M

-0

-L

O D

G E

E le ct ri ca l.

rv t

:0 :4

E001

ELECTRICAL

ABBREVIATIONS

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

E A

D Q

U A

R T

E R

S R

O A

D , O

N T

O N

A G

O N

, M I 4

-0

S P

P M

K C

P M

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

R E

A L O

W N

E R

R E

Dryer

S D

S D F

S D

TO SWITCH ABOVE

PULL CHAIN LIGHT

EX. MAIN DISCONNECT

1 1

EX. SMOKE DETECTOR

AND STROBE.

1 1

1 REMOVE EXISTING LIGHT, SWITCH AND/OR RECEPTACLE AND ASSOCIATED WIRING. BOXES MAY BE REUSED IF IN

CORRECT POSITION FOR NEW LAYOUT. SEE PROPOSED PLANS.

KEYNOTES

2 DISCONNECT EXISTING BOILER AND REMOVE DISCONNECT AND ASSOCIATED CONDUIT, WIRING AND BOXES.

GENERAL NOTE:

1. ALL EXISTING WIRING AND DEVICES SHALL BE REMOVED. NEW WIRING SHALL INCLUDE GROUND CONDUCTOR AND

NEW DEVICES SHALL BE GROUNDED TYPE.

3 REMOVE EXISTING PANEL AND ASSOCIATED WIRING.

4 REMOVE (3) DISCONNECTS AND ASSOCIATED CONDUIT AND WIRING.

5 DISCONNECT WATER HEATER AND REMOVE ASSOCIATED WIRING.

6 REMOVE EXISTING METER AND ASSOCIATED CONDUIT AND WIRING.

7 LIGHT TO BE SALVAGED FOR RE-INSTALLATION. CONTRACTOR SHALL PROTECT EXISTING LIGHT(S) FROM DAMAGE.

SEE PROPOSED PLAN.

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s U p g ra d e s\

D w g s \M

E P

\E le c tr ic a l\ M

-0

-L

O D

G E

E le ct ri ca l.

rv t

:0 :4

ED201

EXISTING

ELECTRICAL PLAN -

LODGE

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

E A

D Q

U A

R T

E R

S R

O A

D , O

N T

O N

A G

O N

, M I 4

-0

S P

P M

K C

P M

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

1/4" = 1'-0"A1

BASEMENT EXISTING ELECTRICAL PLAN

1/4" = 1'-0"A3

1ST FLOOR EXISTING ELECTRICAL PLAN

1/4" = 1'-0"C1

2ND FLOOR EXISTING ELECTRICAL PLAN

R E

/9 /2

R E

W R

E V

R E

A L O

W N

E R

R E

LODGE

NORTH

Dryer

S D

GGGG

G G

S D

S D F

D D

S D

TO ABOVE

NEW PANEL

TO ABOVE

D D

BOILER

22 22

GROUND BAR

TO GROUND RODS

14,16

26,28

NEW 200A METER

OHE

TO BELOW

TO ABOVE

TO BELOW

B B

F F

NEW SERVICE GROUNDING

PER NEC AND UTILITY

23 23

7 7

9 91,3 13

TO BELOW

B B

4 4

2 2

10 10

1 RE-INSTALL SALVAGED LIGHT. PROVIDE NEW LED A-LAMP(S).

KEYNOTES

GENERAL NOTE:

1. ALL EXISTING WIRING AND DEVICES SHALL BE REMOVED. NEW WIRING SHALL INCLUDE GROUND CONDUCTOR AND NEW DEVICES SHALL BE GROUNDED TYPE. ALL NEW WIRING SHALL BE CONCEALED IN EXISTING WALLS, FLOORS AND CEILINGS. PROTECT ALL EXISTING FINISHES FROM DAMAGE. EXPOSED WIRING IN BASEMENT CEILING AND ATTIC IS

ACCEPTABLE. INSTALL PER NEC.

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u p in e M tn S ta te

P a rk

-H is to ri c B u ild in g s U p g ra d e s\

D w g s \M

E P

\E le c tr ic a l\ M

-0

-L

O D

G E

E le ct ri ca l.

rv t

:0 :4

E201

PROPOSED

ELECTRICAL PLAN -

LODGE

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

E A

D Q

U A

R T

E R

S R

O A

D , O

N T

O N

A G

O N

, M I 4

-0

S P

P M

K C

P M

P O

R C

U P

M T

N S

T A

T E

P A

R K

T O

B U

U P

G R

A D

E S

S T

A T

E O

F M

N D

T M

R E

/9 /2

R E

W R

E V

R E

A L O

W N

E R

R E

1/4" = 1'-0"A1

BASEMENT PROPOSED ELECTRICAL PLAN

1/4" = 1'-0"A3

1ST FLOOR PROPOSED ELECTRICAL PLAN

1/4" = 1'-0"C1

2ND FLOOR PROPOSED ELECTRICAL PLAN

LODGE

NORTH

TYPE

LIGHT FIXTURE SCHEDULE

DESCRIPTION MANUFACTURER CATALOG NUMBER LAMP/LUMEN WATTS NOTES

Notes:

1. OIL RUBBED BRONZE WITH DARK BLADES.

B SURFACE MOUNT LED DOWNLIGHT NICOR LED DSE521203KRDWH LED/632 10

CF CEILING FAN WITH LIGHT CRAFTMADE WYMAN 3-LIGHT-WC42-C3F LED 13.5

MOUNTING

SURFACE

C SURFACE MOUNT LED DOWNLIGHT NICOR LED DSE821203KRDWH LED/978 13.4 SURFACE

D 4' SURFACE MOUNT LED C-LITE C-WR A WLIN4 48L 30K WH LED/4800 39 SURFACE

F OUTDOOR DECORATIVE LANTERN - LED PROGRESS P6077-3130K9 LED/623 9 WALL

TELEPHONE

SERVICE

METAL GAS PIPE

(IF AVAILABLE)

METAL WATER PIPE-

JUMPER METER

(IF AVAILABLE)

FOUNDATION REINFORCING

STEEL - IN REPAIRED WALL

* ALL SIZES BASED ON

COPPER

GROUND RODS

GROUND BAR#4 #6

#6 MIN

200 AMP MAIN

PANEL

200 AMP SERVICE

240/120 VOLT

1ϕ-3W

4/0 AL SER CABLE

1 2 3 4 5

P R

C T

N O

D R

A W

N B

C H

E C

K E

A P

P R

O V

E D

D E

N E

D B

Y w w w .u p e a .c o m

U E

D F

O R

A T

M -0

T M

B -P o rc u…

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