Staff Quarters Drawings.pdf

PDF 6 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 related to a state and local contract opportunity in Michigan for upgrades to the Staff Quarters and Lodge at Porcupine Mountains Wilderness State Park. The project includes roof demolition and replacement, basement wall repairs, abatement of asbestos-containing materials, and related electrical work. The contract is being managed by the Michigan Department of Technology, Management and Budget (DTMB) on behalf of the Michigan Department of Natural Resources (DNR). Bids are due by January 4, 2023. No site visit or bidder's conference is mentioned.

The contract will be awarded to the lowest responsive and responsible bidder. Pricing terms are not specified, but the project includes a mix of demolition, new construction, and rehabilitation work. There is no mention of set-asides, incumbents, or funding sources. The contract duration is not provided.

View the file

Other files

File	Type	Posted
751-19141.TAP - Staff Quarters_	—	Jan 25, 2023
751-19141 (1).TAP - Staff Quarters_	—	Jan 25, 2023
DTMB-0415 Advertisement.pdf	PDF	Jan 25, 2023
Part 3 Pgs. 192-461 Staff Quarters_	—	Jan 25, 2023
Lodge Drawings.pdf	PDF	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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EXTG GRADE

PROPOSED GRADE

W/ 4" BIODEGRADABLE

TOP SOIL, SEED &

MULCH BLANKET 1

7' - 0" + - 8' - 0" + -

15' - 0" + -

LEGEND

EXTG PROPOSED

TREE LINE

EDGE OF GRAVEL

OVERHEAD WIRE

SIDEWALK

GRAVEL

CONCRETE

OHE

SILT FENCE

EXTG SIDEWALK NOTE:

PROTECT EXTG

MANHOLE COVER

OHE

EDGE OF GRAVEL

4FT. EXTG PLANTER

BED (PROTECT)

EXTG SIDEWALK

STAFF QUARTERS

TIE IN NEW FOUNDATION

DRAIN TO EXTG

HDPE OR FERNCO COUPLER

E8 (SEE S-E-S-C

LEGEND THIS SHEET)

TO DAYLIGHT

PROVIDE S.S.

RODENT SCREEN

NEW SOLID 4" HDPE

FOUNDATION DRAIN

(MIN. 1% SLOPE)

NEW 4" PERF HDPE

FOUNDATION DRAIN IN

GEOTEXTILE SOCK

EXTG FOUNDATION DRAIN

TIE IN NEW W/ FERNCO

COUPLER

CLEARING 4.5 SYD

S102

ASSUME 150LF

(FROM NW CORNER

OF BULDING)

-D3

S102

-D4

S102

E8 (SEE S-E-S-C LEGEND

THIS SHEET)

S51 (SEE S-E-S-C

LEGEND THIS SHEET)

S51 (SEE S-E-S-C

LEGEND THIS SHEET)

C100

NOTE:

SEE SHEET S001 "SESC, RESTORATION & STRUCTURAL NOTES" FOR FURTHER INFORMATION

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SITE PLAN DETAILS

& NOTES

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

F Q

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2 S

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7, ON

N, M I 4

3/4" = 1'-0"C100

C3 PROFILE VIEW OF WEST SIDE

O W

/1 6/

1/8" = 1'-0"C100

A1 PROPOSED SITE PLAN

NORTH

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 ON 3:12 PITCH

16.3 / 76.9

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 - NORMAL 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. BEDROOMS 30 psf

2. ALL OTHER AREAS 53.9 psf

MASONRY REBAR LAP

LENGTH SCHEDULE

BAR SIZE F'm=2,000 psi Fy=60,000 psi

#3 16" #4 29" #5 45" #6 85" #7 #8

BASED OFF OF ACI 530-11/ASCE 5-11/ TMS 402-11

116" 174"

GENERAL WOOD FRAMING:

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

2. ALL TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS FOR

TREATED LUMBER AND ASTM D1760 AND SHALL BE CATEGORY UC3B.

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

BETTER, UNLESS NOTED OTHERWISE.

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 ANCHOR BOLTS FOR TREATED WOOD SOLE PLATE TO FOUNDATION

CONNECTIONS SHALL BE 1/2" Ø x 16" LONG AT 4'-0" O.C. AND SHALL BE CAST

DIRECTLY INTO CONCRETE FOUNDATION OR SET IN REINFORCED CONCRETE

GROUTED CMU CORE UNLESS NOTED OTHERWISE.

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. 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.

9. UNLESS OTHERWISE NOTED, BLOCKING IS TO BE ADDED BETWEEN THE BASE

COLUMNS INDICATED AND THE TOP OF THE WALL BELOW SUCH THAT THE AREA OF

CONTACT MATCHES THE COLUMN SECTION.

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

SPECIFICATIONS. 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.

9. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND / OR SPECIFICATIONS, THE

MOST RESTRICTIVE PROVISION SHALL GOVERN.

GENERAL STRUCTURAL NOTES:

1. THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED: L/360.

2. PRE-FABRICATED TRUSSES SHALL BE MANUFACTURERED IN ACCORDANCE WITH TRUSS

PLATE INSTITUTE (TPI) STANDARDS. TRUSS MANUFACTURER IS RESPONSIBLE TO

SPECIFY ALL TRUSS HANGERS UNLESS NOTED OTHERWISE.

3. TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS DOCUMENTED

EXPERIENCE SPECIALIZING IN THIS TYPE OF WORK.

4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SEALED BY A PROFESSIONAL

ENGINEER LICENSED IN MICHIGAN, FOR REVIEW & APPROVAL, PRIOR TO FABRICATION.

5. CONTRACTOR SHALL FIELD VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION.

6. CONTRACTOR SHALL INSTALL SIMPSON HURRICANE ANCHORS AT EACH END OF EACH

TRUSS PER THE TABLE SHOWN BELOW UNLESS NOTED OTHERWISE.

SINGLE PLY 0'-25' H2.5A

SINGLE PLY 26'-40' (2) H2.5A

SINGLE PLY 41'-60' H15

GIRDER TRUSSES ANY PER THE DRAWINGS

7. TRUSS MANUFACTURER SHALL DESIGN TRUSS BEARINGS FOR 425 psi ALLOWABLE

BEARING PRESSURE. TRUSS MANUFACTURER SHALL ATTACH HEEL BLOCKS OR

PROVIDE BEARING ENHANCERS AS NECESSARY TO MEET THIS REQUIREMENT.

8. CONTRACTOR SHALL INSTALL PANEL SHEATHING CLIPS (PSCL) BY SIMPSON (OR

EQUAL) BETWEEN ALL HORIZONTAL PANEL EDGES. MAINTAIN A UNIFORM 1/8" SPACE

BETWEEN ALL ADJACENT PANELS.

9. METAL PLATE CONNECTORS SHALL COMPLY WITH TPI 1, HOT-DIP GALVANIZED STEEL

SHEET: ASTM A653/A653 M, G60 COATING DESIGNATION; DESIGNATION SS, GRADE 33,

AND NOT LESS THAN 0.036 IN. THICK.

10. TPI HIB-91 "COMMENTARY AND RECOMENDATIONS FOR HANDLING, INSTALLING &

BRACING METAL PLATE CONNECTED WOOD TRUSSES." INSTALL AND FASTEN

PERMANENT BRACING DURING TRUSS ERECTION AND BEFORE CONSTRUCTION LOADS

ARE APPLIED. ANCHOR ENDS OF PERMANENT BRACING WHERE TERMINATING AT WALLS

OR BEAMS.

11. IN ADDITION TO ANY LATERAL BRACING WHICH IS REQUIRED BY THE TRUSS

MANUFACTURER/SUPPLIER, THE CONTRACTOR SHALL PROVIDE AND INSTALL

PERMANENT DIAGONAL STABILITY BRACING FOR ALL COMPRESSION WEBS AND

PRIMARY TOP CHORDS OF PIGGY BACK TRUSSES OR OTHER MEMBERS WHICH REQUIRE

BRACING TO REDUCE THEIR BUCKING LENGTH. THIS BRACING SHALL CONSIST OF 2x4's ATTACHED TO EACH WEB MEMBER WITH NOT LESS THAN 2 - 16d NAILS. BRACING SHALL

EXTEND ON A 45 DEGREE DIAGONAL FROM THE TOP TO BOTTOM OF THE WEBS. FOR

EACH BRACED MEMBER, DIAGONALS SHALL BE INSTALLED IN CHEVRON PAIRS WITH

ONE PAIR OF DIAGONALS AT EACH END OF THE SERIES OF TRUSSES AND NOT MORE

THAN 20 FEET BETWEEN PAIRS.

PRE-FABRICATED TRUSSES:

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS II GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY THE

MODIFIED PROCTOR METHOD.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II GRANULAR

FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF SIX (6) INCHES

UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND "FOUNDATIONS

NOTE 1."

SOILS:

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. 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 CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE

FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL

GOVERN.

2. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH

ACCORDING TO THE FOLLOWING:

A. EXTERIOR SLABS ON GRADE: 4,000 psi

3. ALL EXTERIOR CONCRETE SLABS SHALL BE AIR-ENTRAINED.

CAST-IN-PLACE CONCRETE:

1. CONCRETE MASONRY SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE

NATIONAL CONCRETE MASONRY ASSOCIATION, PORTLAND CEMENT ASSOCIATION AND

THE AMERICAN CONCRETE INSTITUTE CODES.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90:

HOLLOW LOAD BEARING, GRADE N, TYPE II, WITH A MINIMUM COMPRESSIVE STRENGTH

OF 2,000 psi (NET AREA).

3. MORTAR SHALL CONFORM TO ASTM C270, TYPES S, WITH A MINIMUM COMPRESSIVE

STRENGTH OF 2,000 psi AT 28 DAYS. (PROPORTION SPECIFICATIONS).

4. GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE TYPE AS APPROPRIATE, WITH A

MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. LOW LIFT GROUTING SHALL

BE USED IN HEIGHTS OF LESS THAN FOUR FEET.

5. HORIZONTAL AND VERTICAL REINFORCING SHALL COMPLY WITH THE ABOVE CODES AND

BE OF TYPE, SIZE AND SPACING INDICATED ON THE DRAWINGS. DEFORMED BARS

SHALL COMPLY WITH ASTM A615, GRADE 60; COLD-DRAWN STEEL WIRE SHALL CONFORM

TO ASTM A82, AND DEFORMED STEEL WIRE SHALL CONFORM TO ASTM A496. LAP JOINT

REINFORCING 12" MIN.

6. CONCRETE MASONRY DESIGN PER ACE 530.1 SHALL BE PER THE UNIT STRENGTH

METHOD WITH f`m=2,000 psi.

7. NORMAL MASONRY CONSTRUCTION WEATHER CONDITIONS ASSUME THE AIR

TEMPERATURE TO BE BETWEEN 40 AND 90 DEGREES FAHRENHEIT WITH MINIMUM WIND

AND RAIN, PLUS AVERAGE RELATIVE HUMIDITY. IF CONDITIONS OTHER THAN THESE

OCCUR, THE CONTRACTOR SHALL MODIFY CONSTRUCTION PROCEDURES IN

ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES AND THE ABOVE NOTED CODES.

MASONRY:

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S001

SESC,

RESTORATION &

STRUCTURAL

NOTES

M1 2-

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S U

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/2 5/

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STRUCTURAL NOTESSESC & RESTORATION NOTES

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON

COMPLETION OF THE PROJECT.

2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED

AS SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION

AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE

CALENDAR DAYS FOR COMPLETING FINAL GRADING.

3. ALL PERMANENT SLOPES STEEPER THAN 1:10 SHALL BE STABILIZED USING

BIODEGRADABLE MULCH BLANKETS. FOR FURNISHING AND INSTALLING THE

MULCH BLANKETS SHALL BE INCLUDED IN THE RESTORATION PAY ITEM.

4. CONTRACTOR SHALL PLACE 3" OF TOPSOIL, SEED AND MULCH OR SOD ON

DISTURBED AREAS.

5. COORDINATE AREAS OF RESTORATION w/ THE ENGINEER.

1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB

SESC UNIT PRIOR TO DOING WORK. CONSTRUCT AND MAINTAIN ALL

TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND

REMOVE WHEN ACCEPTABLE. NO COMPLIANCE COULD RESULT IN $500/DAY

FINES BY THE AGENCY AND ASSESSMENT OF ACTUAL DAMAGE COSTS. WITH

O&M MANUAL FURNISH SECTION ON OWNER MAINTENANCE OF PERMANENT

CONTROLS. IMPLEMENT CONTINUOUS INSPECTION AND MAINTENANCE

PROGRAMS. OWNER SHALL CONTINUE AFTER PROJECT COMPLETION.

2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE

WITH THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATION FOR HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96

SERIES, AND THE DTMB SOIL EROSION AND SEDIMENTATION CONTROL

GUIDEBOOK.

3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF

ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE) CERTIFIED STORM WATER

OPERATOR ON ALL SITES WITH A DISTURBANCE OF FIVE OR MORE ACRES

(PERMIT-BY-RULE). THE OPERATOR SHALL COMPLETE ALL INSPECTIONS AND

REPORTS TO COMPLY WITH SESC PERMIT REQUIREMENTS. THE PROJECT

COVERS APPROXIMATELY 0.1 ACRES.

4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS

TO MINIMIZE THE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO

DISTURB ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE

CONSTRUCTION OF THE PROJECT.

5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A

REGULAR BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED

WHEN NO LONGER EFFECTIVE AS DETERMINED BY THE ENGINEER.

TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL

PERMANENT SOIL CONTROL IS IN PLACE AND STABILIZED. NO SEPARATE

PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OR REMOVAL OF

THE EROSION CONTROL ITEMS.

6. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL

EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE

DISPOSED OF OFF THE PROJECT SITE.

7. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY

LENGTH OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK

WEEK, EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED

WORK FROM EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES

OR OTHER ACCEPTABLE TEMPORARY PRECAUTION.

8. THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS

TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS

AS REQUIRED AND AS SHOWN ON THE PLANS.

9. THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE

ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE.

10. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER

THEN 3:1 AND SHALL BE SEEDED AND MULCHED.

11. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL

PILES TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED.

12. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND

MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS INCLUDED IN

THE DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET'S SOIL

EROSION AND SEDIMENTATION CONTROL GUIDEBOOK DATED JULY 2019.

CONTRACTOR SHALL ALSO COMPLY WITH SPECIFICATION SECTION 312513.

13. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION

WARRANTS SHALL BE PAID FOR BY CLEARING THE BRUSH AND ALL TREES.

CONTRACTOR SHALL REVIEW CLEARING LIMITS WITH THE ENGINEER PRIOR TO

THE CLEARING OPERATION.

14. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT

MATERIAL THAT IS NOT USED ON SITE. CONTRACTOR SHALL NOT REMOVE

EXCESS CUT MATERIAL UNTIL PROPOSED GRADING IS COMPLETE.

RESTORATION

SOIL EROSION AND SEDIMENTATION CONTROL

ACM DETECTED

AREA W/ BLACK ROOF

CAULK CONTAINS

ASBESTOS

ACM DETECTED

AREA W/ BLACK ROOF

CAULK AROUND CHIMNEY

CONTAINS ASBESTOS

ACM DETECTED

AREA W/ BLACK ROOF

CAULK CONTAINS

ASBESTOS

ACM DETECTED

AREA W/ BLACK ROOF

CAULK CONTAINS

ASBESTOS

ACM DETECTED

AREA W/ BLACK ROOF

CAULK AROUND CHIMNEY

CONTAINS ASBESTOS

EXISTING KITCHEN

FOR DORMITORY UNIT

EXISTING

BATHROOM

EXISTING HALLWAY

ACM DETECTED

REMOVE 9" x 9" FLOOR TILE &

BLACK CAULK (10 S.F.)

ACM DETECTED

REMOVE 9" x 9" FLOOR TILE &

BLACK CAULK (3 S.F.)

EXISTING KITCHEN EXISTING LIVING AREA

EXISTING HALLWAY

EXISTING BATH

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

EXISTING BEDROOM EXISTING BEDROOM

EXISTING DORMITORY

ACM DETECTED

REMOVE EXISTING 9" X 9" RED FLOOR

TILES THAT LAY UNDERNEATH VINYL

PLANK FLOORING. CONTRACTOR TO

REMOVE AND SALVAGE VINYL PLANK

FLOORING AND RE-INSTALL ONCE ABATED.

EXISTING HALLWAY

EXISTING BEDROOM EXISTING BEDROOM

EXISTING HALLWAY

EXISTING BATH

ACM DETECTED

REMOVE EXISTING 9"X9"

RED FLOOR TILES THAT

ARE EXPOSED IN CUBBY

CLOSETS.

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

ACM DETECTED

REMOVE EXISTING WHITE / BEIGE

2' X 4' CEILING TILE AND GRID IN

DESIGNATED AREA

LAUNDRY ROOM

LAUNDRY ROOMMECHANICAL ROOM

ACM DETECTED

REMOVE EXISTING WHITE / BEIGE

2' X 4' CEILING TILE AND GRID IN

DESIGNATED AREA

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

ACM DETECTED

REMOVE ALL VERMICULITE INSULATION

IN ENITRE ATTIC

ACM DETECTED

REMOVE ALL VERMICULITE INSULATION

IN ENITRE ATTIC

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "B" EXISTING

1 2 3 4 5

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P M

S101

ABATEMENT PLAN

M1 2-

DM EB KR

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/8" = 1'-0"S101

A2 ROOF ABATEMENT PLAN

1/8" = 1'-0"S101

A4 FIRST FLOOR ABATEMENT PLAN

1/8" = 1'-0"S101

A3 SECOND FLOOR ABATEMENT PLAN

1/8" = 1'-0"S101

A5 BASEMENT RCP ABATEMENT PLAN

• BASEMENT 2’X4’ CEILING TILE: LOCATED IN BOTH THE

SOUTH AND NORTH BASEMENT UNITS. ALL OF THE

CEILING TILE SHALL BE ABATED BY A CERTIFIED

ASBESTOS ABATEMENT CONTRACTOR, DUE TO ITS

POOR CONDITION. THERE IS AN APPROXIMATE TOTAL

OF 630 SF OF THIS CEILING TILE.

• 1ST FLOOR, 9”X9” FLOOR TILE, BROWN: LOCATED IN

THE CLOSET NEAR THE SOUTH KITCHEN. THIS FLOOR

TILE & 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 10 SF OF THIS FLOOR TILE.

• 1ST FLOOR, 9”X9” FLOOR TILE, BEIGE: LOCATED IN THE

N. HALLWAY & N. KITCHEN UNDERNEATH THE 12” FLOOR

TILE. UPEA RECOMMENDS THAT THIS FLOOR TILE BE

LEFT IN PLACE AT THIS TIME, BECAUSE IT IS IN GOOD

CONDITION, IT IS ENCAPSULATED BY THE 12” FLOOR

TILE,& THERE IS NO PROPOSED CONSTRUCTION AT THIS

TIME IN THIS AREA OF THE BUILDING. THERE IS AN

APPROXIMATE TOTAL OF 300 SF OF THIS FLOOR TILE.

• 1ST FLOOR, 9”X9” FLOOR TILE, BEIGE: LOCATED IN THE

IN THE CLOSET NEAR THE N.HALLWAY. IT IS CURRENTLY

IN GOOD CONDITION & THERE IS NO PROPOSED

CONSTRUCTION AT THIS TIME IN THIS AREA OF THE

BUILDING THEREFORE IT CAN BE LEFT IN PLACE. THERE

IS AN APPROXIMATE TOTAL OF 4 SF OF THIS FLOOR

TILE.

• 2ND FLOOR, 9”X9” FLOOR TILE, RED: LOCATED IN THE

DORMITORY UNDERNEATH THE WOOD PLANK

FLOORING. 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.

• ATTIC, VERMICULITE INSULATION, GREY: LOCATED IN

THE ATTIC FLOOR. THIS VERMICULITE INSULATION

SHALL BE ABATED BY A CERTIFIED ASBESTOS

CONTRACTOR, DUE TO THE PROPOSED CONSTRUCTION

THAT MAY TAKE PLACE INTHIS AREA OF THE BUILDING

AND ITS VERY FRIABLE CONDITION. THERE IS AN

APPROXIMATE TOTAL OF 1,800 SF (~6” THICK) OF THIS

VERMICULITE INSULATION.

• 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 100 LF OF THIS ROOF CAULK.

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 & NESHAP

REQUIREMENTS.

2) CONTRACTOR SHALL COPY OWNER & ENGINEER

W/ REQUIRED STATE OF MICHIGAN "NOTIFICATION OF

INTENT TO RENOVATE / DEMOLISH" APPLICATIONS

AND COMPLETED DOCUMENTS.

3) SEE HAZARDOUS MATERIALS TESTING REPORT IN

THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"S101

A1 ATTIC ABATEMENT PLAN

S U

I T

/2 5/

O W

/1 6/

10' - 0"

NOTE:

NO HEAVY EQUIPMENT WITHIN

10' - 0" OF EXISTING BASEMENT WALL

LIMITS OF EXCAVATION WITHIN

BOUNDARY W/ 1:20 SLOPE MIN. 10FT

REMOVE EXISTING

MASONRY WALL

SAWCUT / CHISEL NEATLY -

TOOTH MASONRY TYPICAL

AT BOTH ENDS

TEMPORARY

SUPPORT WALL

SLOPE 1:20

MAX

3' - 0"

CONTRACTOR TO

PROVIDE SHORING

PLAN W/ LOCATION

OF TEMPORARY WALL

UNIT "C" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

LINE OF EXTG FOUNDATION

DRAIN BELOW GRADE

C1 S102

S102C3

- 2

1/ 2"

NOTE:

NO HEAVY EQUIPMENT WITHIN

10' - 0" OF EXISTING BASEMENT WALL

LIMITS OF EXCAVATION WITHIN

BOUNDARY W/ 1:12 SLOPE MIN. 10FT

10' - 0"

32" x 16" PVC SLIDER WINDOW

LINE OF EXTG FOUNDATION

DRAIN BELOW GRADE

CORRUGATED

WINDOW WELL

UNIT "C" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

NEW CMU BLOCK

PAINT PER SPECIFICATIONS

(MATCH EXTG COLORS ON

INTERIOR & EXTERIOR SIDES)

TOOTH MASONRY

(TYPICAL)

TOOTH MASONRY

SEE ELEVATION THIS SHEET

BASEMENT SLAB

92' - 0"

FFE

100' - 0"

+ - 1' - 2" + - 19' - 11 1/2" + - 1' - 6 1/2"

EXISTING FOUNDATION WALL

EXISTING FOOTING

EXISTING FLOOR JOISTS

PROVIDE NEW WINDOW - MATCH EXISTING

32" X 16” FIT WITHIN CMU BLOCK

NEW 8" CMU W/ #5 BARS IN GROUTED CORES. CONTRACTOR

MAY ELECT TO INSTALL REINFORCED BARS IN 2 PIECES W/ 24" MIN. LAP

BARS TO BE 2 1/2" FROM INSIDE FACE OF WALL

EXISTING CONC SLAB

TOOTH MASONRY

AS SHOWN

TOOTH MASONRY

A 1'

- 4

- 8

BASEMENT SLAB

92' - 0"

FFE

100' - 0"

REMOVE AND REPLACE EXTG

WINDOW WELL W/ NEW

GALVANIZED WINDOW

WELL INCLUDING COVER

SLOPE 1:20 FOR A

MINIMUM OF 10FT

EXISTING FOOTING, ENGINEER

TO VERIFY DURING CONSTRUCTION

PROVIDE TEMPORARY SUPPORT OF EXISTING

FLOOR JOISTS AS REQUIRED

NEW 8" CMU W/ #5 BARS IN GROUTED CORES.

CONTRACTOR MAY ELECT TO INSTALL

REINFORCED BARS IN 2 PIECES W/ 24" MIN. LAP

NOTE:

TEMPORARILY CLOSE OFF

BASEMENT DURING CONSTRUCTION

#5x12" RODS @ 36" O.C. EPOXY 4" INTO

EXISTING FOOTING

EXISTING FOOTING DRAIN TILE -

REMOVE AND REPLACE W/ 4"

PERF HDPE IN GEOTEXTILE SOCK

BITUTHANE WATER

PROOFING

MDOT CLASS III FILL - COMPACT TO

90# DENSITY IN 12" LIFTS

ENGINEERED BACKFILL

PROVIDE HDPE GRATE &

DRAIN PIPE TO DRAIN TILE

1.5

REMOVE PIPE AND PATCH WALL

(SUMP PIPE TO BE POSITIONED

AT BASEMENT LEVEL THROUGH

WALL TO DRAIN TILE)

NEW SUMP PUMP PIPE - SVC 40PVC

CONNECT TO DRAIN TILE AND EXTG

SUMP PUMP W/ A CHECK VALVE

EXTG SUMP PUMP

4" BIODEGRADABLE

TOPSOIL, SEED

& MULCH BLANKET

OVER 8" NATIVE CLAY

8" CLEAN PEA STONE10' - 0"

NEW 4"Ø HDPE PERFORATED

IN GEOTEXTILE SOCK

FLEXIBLE RUBBER COUPLER

(FERNCO OR EQUAL)

EXISTING DRAIN PIPE

4"Ø SDR 17 HDPE

SMOOTH WALL

SOLID 4" TEE

4"Ø HDPE PERFORATED

IN GEOTEXTILE SOCK

FLEXIBLE RUBBER COUPLER

(FERNCO OR EQUAL)

EXISTING DRAIN PIPE

1 2 3 4 5

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P M

S102

BASEMENT WALL

DEMOLITIION &

REPAIR

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S102

A1 FOUNDATION & BASEMENT DEMOLITION

1/4" = 1'-0"S102

A3 FOUNDATION WALL NEW CONSTRUCTION

1/2" = 1'-0"S102

C3 FOUNDATION WALL NEW CONSTRUCTION

1/2" = 1'-0"S102

C1 FOUNDATION WALL REPAIR SECTION

S U

I T

/2 5/

O W

/1 6/

WINDOW SCHEDULE

Type Mark R.O.

Type Manufacturer Model Material FinishWidth Height

A 2' - 8" 1' - 4" BASEMENT HOPPER WINDOW TBD TBD PVC TBD

NOTE:

SEE SHEET E101 FOR GROUNDING BAR IN NEW MASONRY WALL

NORTH

3/4" = 1'-0"S102

D3 DRAIN PIPE DETAIL

3/4" = 1'-0"S102

D4 DRAIN PIPE DETAIL @ T

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, DOWNSPOUTS

REMOVE CAULKING AT CHIMNEY (BY CERTIFIED

ABATEMENT CONTRACTOR)

REMOVE LOOKOUT FRAMING

DEMOLITION KEYNOTES:

- 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

- REMOVE ATTIC FLOOR INSULATION (BY CERTIFIED

ABATEMENT CONTRACTOR).

DOUBLE ROOF

DEMOLITION SCOPE:

EXISTING CHIMNEY

REMOVE MORTAR WASH

LINE OF BUILDING

BELOW (TYP)

1 1

4 4

C2 S103

7 7

NEW SHINGLES ON

EXISTING CANOPY

EXISTING CHIMNEY

REMOVE MORTAR WASH

A2 S301

GRAY DASH LINE REPRESENTS

EXISTING ROOF FRAMING TO REMAIN (TYP)

REMOVE GUTTERS

& DOWNSPOUTS (TYP)

TOP ROOF

REMOVE ALL (TYP)

LOWER ROOF

FRAMING REMAINS (TYP)

REMOVE FASCIA, SOFFIT

AND LOOKOUTS (TYP)

TOP ROOF

LOWER ROOF

REMOVE GUTTERS

AND DOWNSPOUTS (TYP)

GRAY DASH LINE REPRESENTS

EXISTING ROOF FRAMING TO REMAIN (TYP)

REMOVE SHINGLES &

SHEATHING

TOP ROOF

LOWER ROOF

REMOVE GUTTERS

AND DOWNSPOUTS (TYP)

TOP ROOF

REMOVE ALL (TYP)

LOWER ROOF

FRAMING REMAINS (TYP)

REMOVE FASCIA, SOFFIT

AND LOOKOUTS

CHIMNEY TO BE

REPOINTED (TYP)

GRAY DASH LINE REPRESENTS

EXISTING ROOF FRAMING TO REMAIN (TYP)

REMOVE SHINGLES & SHEATHING

GRAY DASH LINE REPRESENTS

EXISTING ROOF FRAMING TO REMAIN (TYP)

REMOVE GUTTERS

& DOWNSPOUTS (TYP)

EXISTING 2x8 RAFTER

FRAMING TO REMAIN

EXISTING 2x6 JOIST

TO REMAIN

REMOVE ALL INSULATION

(CERTIFIED ABATEMENT

CONTRACTOR REQUIRED)

REMOVE SHINGLES, UNDERLAYMENT

AND SHEATHING FROM LOWER ROOF

EXISTING 2ND FLOOR

CEILING TO REMAIN

DEMO ABOVEDEMO ABOVE

FRAMING IN LOWER ROOF TO REMAIN -

TYPICAL AT ALL LOWER ROOFS

REMOVE ENTIRE TOP ROOF (TYP)

EXISTING 2X6 FRAMING

TO REMAIN

EXISTING WEB

FRAMING TO REMAIN

EXTG 2X8 RAFTERS

TO REMAIN

REMOVE 2X8 LOOKOUTS (TYP)

INSULATION TO BE REMOVED BY

CERTIFIED ABATEMENT CONTRACTOR

1 2 3 4 5

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P M

S103

ROOF DEMOLITION

PLAN

M1 2-

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S103

A4 ROOF DEMOLITION

3/32" = 1'-0"S103

B1 SOUTH ROOF DEMO ELEVATION

3/32" = 1'-0"S103

A1 NORTH ROOF DEMO ELEVATION

3/32" = 1'-0"S103

A2 EAST ROOF DEMO ELEVATION

3/32" = 1'-0"S103

B2 WEST ROOF DEMO ELEVATION

1 1/2" = 1'-0"S103

C1 ROOF DEMOLITION DETAIL

1/4" = 1'-0"S103

C2 ROOF FRAMING DEMOLITION (TYP)

S U

I T

/2 5/

O W

/1 6/

EXISTING GABLE VENTS

TO REMAIN. PROVIDE PLYWOOD

PANEL BEHIND VENT TO BLANK

OFF - PAINT BLACK (TYP)

RIDGE

VALLE

VALLEY

VALLE

SLOPE 7:12 SLOPE 7:12

SLOPE 7:12

SLOPE 3.5:12

SLOPE 3 1/2:12

4 4

B1 S302

B4 S302

A1 S302

LINE OF BUILDING

BELOW (TYP)

SLOPE 7:12REPOINT STONE CHIMNEY

PER SPECIFICATIONS

REPOINT STONE CHIMNEY

PER SPECIFICATIONS

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

NEW SHINGLES AND ICE &

WATER BARRIER ON

EXISTING CANOPY

ICE & WATER BARRIER

(TYPICAL AT EAVES &

VALLEYS)

6 6 B3

S501

S501 A1

S501

A1 SIM

A4 S302

A2 S301

MIN. 24" FROM FACE EXT WALL

2' - 0"

MIN. 24" FROM FACE EXT WALL

2' - 0"

1' - 6"

O F

L1' - 6"

1' - 6"

1' - 6

MIN. 24" FROM FACE EXT WALL

2' - 0"

FLASHING REQUIRED

ICE BARRIER

2' - 0"

- 0

ICE BARRIER

2' - 0"

- 0

" F

E X T

- 0

" F

- 0

NEW SHINGLES, UNDERLAYMENT AND SHEATHING

NEW RIDGE VENT

FLASHING PER DETAIL, SHEET A301

NEW FASCIA, SOFFIT AND DRIP EDGE

NEW GUTTERS AND DOWNSPOUTS

NEW LOOKOUT FRAMING

NEW CONSTRUCTION

KEYNOTES:

NEW ROOF

CONSTRUCTION SCOPE:

- 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

EXISTING KITCHEN

FOR DORMITORY UNIT

EXISTING

BATHROOM

EXISTING HALLWAY

EXISTING KITCHEN EXISTING LIVING AREA

EXISTING HALLWAY

EXISTING BATH

NOTE:

INTERIOR DEMO / PREP WALLS TO ACCEPT

NEW COLUMNS AS INDICATED

REPAIR AND REFINISH - MATCH EXISTING

DEMO AREAS

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

13' - 11"12' - 4"

15' - 0"14' - 3"

FROM SECOND FLOOR

RESTS ON W8X31

DEMO / PREP CEILING ABOVE

EXISTING BEDROOM EXISTING BEDROOM

EXISTING DORMITORY

EXISTING HALLWAY

EXISTING BEDROOM EXISTING BEDROOM

EXISTING HALLWAY

EXISTING BATH

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

UNIT "A" EXISTING

UNIT "B" EXISTING

UNIT "C" EXISTING

DEMO

DEMO AREAS

12' - 1"2' - 0"12' - 1"

RESTS ON W8X31 BELOW

FLOOR JOISTS

DEMO / PREP FLOOR

NOTE:

INTERIOR DEMO / PREP WALLS TO ACCEPT

NEW COLUMNS AS INDICATED

REPAIR AND REFINISH - MATCH EXISTING

1 2 3 4 5

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S104

ROOF PLAN AND

COLUMN SUPPORT

DEMOLITION AREAS

M1 2-

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S104

A3 PROPOSED ROOF PLAN

S U

I T

/2 5/

O W

/1 6/

1/8" = 1'-0"S104

A1 FIRST FLOOR DEMOLITION FOR NEW COLUMNS / LINTELS

1/8" = 1'-0"S104

A2 SECOND FLOOR DEMOLITION FOR NEW COLUMNS / LINTELS

C3 1584#

C2 5950#

GIRDER TRUSS "A"

C2 4855#

S P

S 2x

S P

TRUSS

2x6 @ 24" O.C. LOOKOUT

FRAMING TYPICAL AT GABLES

1' - 3" 28' - 0" 3' - 0" 11"

- 3

2' - 0" 1' - 3"

33' - 2"

C2 5172#

2x12 SP RAFTERS

- 0

- 3

WT8

X28.

WT8X28.

4,854#

2X12 SP RAFTERS

DRAFTSTOPPING IN ATTIC:

1/2" PLYWOOD SHEATHING ON

ONE SIDE OF EXTG TRUSS,

PROVIDE MIN. 30" X 30" ACCESS

PANEL ON SPRING HINGES.

ALIGN WITH WALL BELOW.

CONTRACTOR TO CONFIRM

LOCATION W/ ARCHITECT

WT8X28.5

NOTE:

GIRDER & TRUSSES SHOWN ARE PARALLEL

CHORD TRUSSES. CONTRACTOR TO VERIFY

TRUSS DEPTHS IN FIELD.

2x12 SP RAFTERS

(2) SIMPSON H2.5a ANCHORS

@ EACH END (TYP)

WT8X28.5

(2) 2X12's

GIRDER TRUSS "A"

SIMPSON HGA10KT @ GIRDER

TRUSS W/ SOLID BLOCKING

C1: TO TOP OF GIRDER TRUSS

C2 5172#

WT8X28.5

3286#

NOTE:

BOTTOM OF BEAM SHALL BE FLUSH

W/ BOTTOM OF TRUSSES AND BEAR

ON SECOND FLOOR TOP PLATE.

TRUSSES SHALL BE DESIGNED

W/ POCKET FOR BEAM INSET.

NEW LOAD BEARING

WALL IN ATTIC (NEW

WALL IS ABOVE EXTG

WALL ON SECOND FLOOR

DRAFTSTOP IS CONTINUOUS

SHOWN HERE AS BROKEN - SEE

NEW LINTEL ABOVE OPENING

(2) 2X

6 S

VIF

EXTG BEARING WALL BELOW

LEGEND

NEW BEARING WALL IN ATTIC

COLUMN SCHEDULE

ID SIZE NOTES

C2 C3

(5) 2x4 SPF HSS3x3x1/4"

(2) 2x4 SPF

(2) SIMPSON H2.5A OR (2) SIMPSON HGA10

3/16" WELD TO 3 1/2" x 7" x 1/2" PLATE

(1) SIMPSON H2.5A OR (1) SIMPSON HGA10

DETAIL

C2/S501 D2/S501

LINTEL SCHEDULE

ID LINTEL SIZE NOTES

L1 L2

(2) 2x6 SPF

(2) 2X10 #2 SYP VERIFY (2) JACK, (1) KING STUD

3"Ø SCH 40 COLUMN

W 8X

3"Ø SCH 40 COLUMN

(3) 2X4's

(3 ) 2

EXISTING KITCHEN

FOR DORMITORY UNIT

EXISTING

BATHROOM

FROM SECOND FLOOR

RESTS ON W8X31

DEMO / PREP CEILING ABOVE

NEW SOFFIT

SEE DETAIL

3"Ø SCH 40 COLUMN

(3) 2X4's

EXISTING KITCHEN

FOR DORMITORY UNIT

EXISTING

BATHROOM

EXISTING HALLWAY

EXISTING KITCHEN EXISTING LIVING AREA

EXISTING HALLWAY

EXISTING BATH

EXTG FLOOR JOISTS

COLUMN (ABOVE)

C8 X1

8.5

W 8X

31(3 ) 2

NOTE:

SEE FLOOR BLOCKING DETAIL SHEET A302

FOR ALL OFFSET COLUMNS FROM

ABOVE WITHOUT FULL BEARING

KEY

COLUMN FROM SECOND FLOOR

NEW COLUMN ON FIRST FLOOR

C2 5172#

COLUMN (ABOVE)

C1C1C1

-D3

S302

-D3

S302

-D3

S302

SIM

D2 S501

-D3

S302

SIM

-D3

S302

SIM

-D3

S302

SIM

-D3

S302

SIM

COLUMN (ABOVE)

1 2 3 4 5

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P M

S105

PROPOSED ROOF

FRAMING

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

O W

/1 6/

1/4" = 1'-0"S105

A4 ROOF FRAMING PLAN

1/4" = 1'-0"S105

A1 GIRDER TRUSS "A"

1/4" = 1'-0"S105

B1 GIRDER TRUSS "B"

1/4" = 1'-0"S105

C1 GIRDER TRUSS "C"

1/8" = 1'-0"S105

D1 FIRST FLOOR CEILING 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.

PROVIDE SOLID BLOCKING UNDER ALL COLUMNS

IN FLOOR SYSTEM.

1/4" = 1'-0"S105

A2 FIRST FLOOR COLUMN / LINTEL FRAMING PLAN

NEW ROOF (TYP)

SEE SHEET A105

NEW GUTTERS &

DOWNSPOUTS (TYP)

CHIMNEY REPOINT &

COUNTER FLASHING

SEE DETAIL (TYPICAL)

RAKE TRIM

NEW SOFFITS W/

VENTILATION

(TYPICAL)

S501 B1

NEW SHINGLES AND ICE &

WATER BARRIER ON

EXISTING CANOPY

CHIMNEY #1CHIMNEY #2

S501

B1 SIM

NEW GUTTERS &

DOWNSPOUTS (TYP)

NEW ROOF (TYP)

S501 C1

NEW GUTTERS &

DOWNSPOUTS (TYP)

NEW ROOF (TYP)

CHIMNEY #2CHIMNEY #1

S501

C1 SIM

NEW WOOD SIDING TO

MATCH EXISTING

NEW GUTTERS &

DOWNSPOUTS (TYP)

NEW ROOF (TYP)

NEW GUTTERS &

DOWNSPOUTS (TYP)

NEW SHINGLES AND ICE &

WATER BARRIER ON

EXISTING CANOPY

S501 C1

CHIMNEY #2 CHIMNEY #1

SIM

S501 C1

S102 C3

PATCH TO MATCH EXTG

(HOLE FROM PVC PIPE

REMOVAL)

WINDOW WELL

@ NEW WINDOW

NEW CMU FOUNDATION

WALL - SEE SHEET A101

NEW ROOF (TYP)

NEW GUTTERS &

DOWNSPOUTS (TYP)

CHIMNEY REPOINT &

COUNTER FLASHING

SEE DETAIL (TYPICAL)

NEW SHINGLES AND ICE &

WATER BARRIER ON

EXISTING CANOPY

CHIMNEY #1 CHIMNEY #2

S501

B1 SIM

S501 B1

1 2 3 4 5

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P M

S201

EXTERIOR

ELEVATIONS -

REFERENCE

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

3/16" = 1'-0"S201

A3 EAST ELEVATION NEW CONSTRUCTION

3/16" = 1'-0"S201

A1 SOUTH ELEVATION NEW CONSTRUCTION

3/16" = 1'-0"S201

B1 NORTH ELEVATION NEW CONSTRUCTION

3/16" = 1'-0"S201

B3 WEST ELEVATION NEW CONSTRUCTION

S U

I T

/2 5/

O W

/1 6/

T.O. ROOF RIDGE

122' - 5 1/2"

LIMITS OF SPRAY

FOAM INSULATION

W/ AIR SPACE

SPRAY FOAM INSULATION

W/ BAFFLE (TYP)

EXTG 2X8 RAFTER

W/ 2X12 SISTER (TYP)

2X12 SISTERED RAFTERS

(TYP)

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

EXTG 2X8 RAFTER (TYP)

EXTG 2X6 CEILING JOIST (TYP)

ROOF FRAMING BEHIND

DORMITORY CEILING

(SLOPED)

EXTG GABLE VENT

TO BE BLANKED (TYP

@ GABLES)

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

EXTG GABLE VENT TO REMAIN

TO BE BLANKED

EXTG 2X6 CEILING JOIST

EXTG 2X8 RAFTER

NEW 2X12 RAFTER SISTERED

TO EXISTING

ATTIC AREA

LIVING QUARTERS

EXTG DRYWALL - CONTRACTOR

TO PROTECT DURING CONSTRUCTION

NEW 2X12 WOOD RAFTEREXTG 2X8 RFTER

EXTG 2X6 CEILING JOIST

SISTERED 2X12 WOOD STUD

EXTG 2X6 WS RAFTER

W/ COLLAR TIE

BASEMENT SLAB

92' - 0"

MAIN ROOF BEARING

113' - 1"

FFE

100' - 0"

SECOND FLOOR

108' - 7"

EXTG BASEMENTEXTG BASEMENTEXTG BASEMENT

EXTG STAIRSEXTG STAIRS

EXTG DORMITORY UNITEXTG 2 BDRM UNITEXTG 2 BDRM UNIT

EXTG BEDROOMSEXTG BEDROOM EXTG DORMITORY

1 2 3 4 5

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P M

S301

BUILDING AND

RAFTER SECTIONS

M1 2-

Au tho r Ch ec ke r Ap pr ov er

De sig ne r

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S301

A2 LONGITUDINAL SECTION

3/4" = 1'-0"S301

C2 TYPICAL SISTERED RAFTER CONFIGURTION

3/4" = 1'-0"S301

C1 TYPICAL SISTERED RAFTER CONFIGURATIION

S301

A1 AXONOMETRIC TYPICAL RAFTER CONFIGURATION

O W

/1 6/

MAIN ROOF BEARING

113' - 1"

SECOND FLOOR

108' - 7"

S501

T.O. ROOF RIDGE

122' - 5 1/2"

S501 C4

SIM S501

SIM

RIDGE VENT

LIMITS OF SPRAY

FOAM INSULATION (TYP)

SOFFIT VENT @ EAVE

SEE TYP. DETAIL THIS SHEET

SPRAY FOAM INSULATION

W/ BAFFLE (TYP)

RAKE TRIM (TYP)

NEW GUTTERS &

DOWNSPOUTS

AIR SPACE REQUIRED

FOR ATTIC VENTILATION

PRE-ENGINEERED TRUSS

W/ 2X12 TOP CHORD

SIMPSON H2.5a HURRICANE

ANCHORS @ EACH END (TYP)

EXTG BEARING WALL

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

MAIN ROOF BEARING

113' - 1"

SECOND FLOOR

108' - 7"

T.O. ROOF RIDGE

122' - 5 1/2"

S501

LIMITS OF SPRAY

FOAM INSULATION

SPRAY FOAM INSULATION

W/ BAFFLE (TYP)EXTG 2X8 RAFTER

W/ 2X12 SISTER (TYP)

2X12 SISTERED RAFTERS

(TYP)

S501 C4

SIM

SOFFIT VENT @ EAVE

SEE TYP. DETAIL THIS SHEET

RAKE TRIM

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

CONSTRUCT BEARING WALL

IN ATTIC, 2X4's @ 16" O.C.

RIDGE VENT

MAIN ROOF BEARING

113' - 1"

SECOND FLOOR

108' - 7"

T.O. ROOF RIDGE

122' - 5 1/2"

RIDGE VENT

S501 C4

SOFFIT VENT @ EAVE

SEE TYP. DETAIL THIS SHEET

SIM

LIMITS OF SPRAY

FOAM INSULATION

SPRAY FOAM INSULATION

W/ BAFFLE

EXTG 2X8 RAFTER

W/ 2X12 SISTER

SISTERED RAFTERS

(TYP)

RAKE TRIM

S501 B3

SIM

S501

TRUSSES

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

S501

NEW PARALLEL CHORD

GIRDER TRUSS

SOFFIT VENT @ EAVE

SEE TYP. DETAIL THIS SHEET

RAKE TRIM

LIMITS OF SPRAY

FOAM INSULATION

SPRAY FOAM INSULATION

W/ BAFFLE (TYP)

EXTG 2X8 RAFTER

W/ 2X12 SISTER (TYP)

RIDGE VENT

S501

C4 SIM

S501

C4 SIM

R-49 BATT INSULATION

TYP. @ CEILING JOIST

(PER MI BLDG CODE)

CONDITION

AT JOIST LOCATIONS

EXTG FIRST FLOOR WALL

2X12-24" #2 SYP BLOCKING SECURED

TO EXTG JOIST W/ (6) SIMPSON

1/4" X 3" SDS SCREWS

EXTG SECOND FLOOR WALL

CONDITION

BETWEEN JOIST LOCATIONS

EXTG FIRST FLOOR WALL

(2) 2X12 #2 SYP BLOCKING -

FIRST PLAY TOE-NAILED W/ (3) 16d NAILS.

SECOND PLY SECURED TO FIRST W/ (2)

ROWS OF 10D NAILS @ 12" P.C.

EXTG SECOND FLOOR WALL

(2) SIMPSON HGA10KT

EXTG 2X12 JOISTEXTG 2X12 JOIST

NOTE:

ACTUAL WALL LOCATIONS MAY VARY

FROM LOCATIONS DRAWN.

VERIFY IN FIELD.

1 2 3 4 5

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co m

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P M

S302

ROOF SECTIONS

M1 2-

ILD

F Q

ILD

2 S

W Y

M-

7, ON

N, M I 4

1/4" = 1'-0"S302

B1 ROOF FRAMING SECTION 1 - NORTH

1/4" = 1'-0"S302

A1 ROOF FRAMING SECTION 3 - MIDDLE SOUTH

1/4" = 1'-0"S302

A4 ROOF FRAMING SECTION 4 - SOUTH

1/4" = 1'-0"S302

B4 ROOF FRAMING SECTION 2 - MIDDLE NORTH

S U

I T

/2 5/

O W

/1 6/

DORMITORY

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

D3 FLOOR BLOCKING @ WALL OFFSET DETAIL

SLOPESLOPE

APRON FLASHING ON

TOP OF SHINGLES

(DOWN SLOPE), SEALANT

AS NECESSARY

EXTG CHIMNEY

REPOINT AS DIRECTED

IN SPECIFICATIONS

S501

COUNTER FLASHING

SEE DETAIL THIS SHEET

NOTE:

COUNTERFLASHING TO BE UNDER

SHINGLES ON SIDES OF CHIMNEY,

AND OVER SHINGLES ON DOWN SLOPE

UNDER

SLOPESLOPE

REPOINT PER SPECIFICATION

SHINGLES / UNDERLAYMENT

SAWCUT STRAIGHT

LINE AND PROVIDE

COUNTER FLASHING

COUNTERFLASHING OVER

SHINGLES ON DOWN SLOPE (TYP)

SEALANT (TYP)

OVER UNDER

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

FOR COUNTERFLASHING

SEALANT (TYP)

REPOINT PER SPECIFICATION

COUNTER FLASHING OVER

SHINGLES ON DOWN SLOPE (TYP)

COUNTER FLASHING

SEE DETAIL THIS SHEET

SAWCUT JOINT 6"

FROM ROOFLINE (TYP)

COUNTERFLASHING UNDER

ON SIDES (TYP)

OVER

SUB-FASCIA

8" FASCIA BOARD

SOLID SOFFIT

5/4 SS RAKE

EXTG WALL

2X6 LOOKOUT

@ 16" O.C.

2X12 SISTERED TO

EXTG 2X8 RAFTERSIMPSON H2.5a

HURRICANE ANCHORS

@ EACH END (TYP)

EXTG CEILING

DRIP EDGE

8" FASCIA

SOFFIT W/ VENT

SHINGLES, UNDERLAYMENT,

ICE & WATER BARRIER (WHERE

REQUIRED), SHEATHING

EXTG 2X8 RAFTER

2X12 SISTERED TO 2X8

NEW GUTTER &

DOWNSPOUTS

EXTG LOOKOUTS

REMOVED DURING

DEMO PHASE

SPRAY FOAM INSULATION

BAFFLE

RAKE TRIM, MATCH

TO EXTG TRIM

SIMPSON H2.5a HURRICANE

ANCHORS @ EACH END (TYP)

SUB-FASCIA

BLOCKING

W8X31

R3/16"

3 1/2" X 9" X 1/4" CAP PLATE

(2) 3/4"Ø BOLTS

@ 6" ga.

HSS 3"Ø X 1/4" (TYP)

(2) 3/4"ØX4" LAG BOLTS

INTO SOLID BLOCKING

ABOVE BEARING WALL, 6" ga.

3 1/2" X 9" X 3/8" BASE PLATE

(4) 3/8"Ø GRK RSS SCREWS

2" PENETRATION

3 1/2" X 7" X 1/2" PLATE

(5) 2x4 BLOCKING

HSS 3X3X1/4"

3/16"

EXTG CEILING TO REMAIN

EXTG FLOORING

DEMO

REMAIN @

CONTRACTORS

OPTION

REMOVE ALL

INSULATION

2" MINIMUM AIR SPACE

BAFFLE (TYP)

2X12 WOOD STUD RAFTER

SISTERED TO EXTG (TYP)

W/ 12d NAILS @ 16" STAGGERED (TYP)

EXTG CEILING

SHINGLES ON FELT ON

5/8" PLYWOOD SHEATHING

EXTG 2X8

SPRAY FOAM

INSULATION

C1 COLUMN (5) 2X4's

SIMPSON TIE (TYP)

SEE SCHEDULE

SHEET S105

(5) 2X4's BLOCKING

STEEL PLATE

C1 COLUMN (5) 2X4's

EXTG 2X6 CEILING

JOIST

WT8X28.5 - SLOT EXTG VALLEY BEAM SO THAT

WEB FITS SNUG. SCREW TO EXTG VALLEY BEAM

W/ 1/4"X5 GRK RSS SCREWS @ 12" O.C. STAGGERED

5/8" PLYWOOD

W/ 10d NAILS @ 6" O.C.

NEW 2X12 SISTER,

NAIL TO EXTG RAFTER (TYP)

W/ 12d NAILS @ 8" O.C. STAGGERED

EXTG 2X8 RAFTER (TYP)

EXTG (2) 2X8 VALLEY BEAMS

(CONTRACTOR TO VERIFY)

2X4 STUD

SIMPSON SLOPED / SKEWED

HANGER (TYP)

2X8 PLATE TRIMMED TO BEAM

@ 12" O.C. STAGGERED

NEW 2X8 STUD

EXTG HIP W/ NEW WT8X28.5

4X4X1/4" STEEL PLATE

W/ 3/4"Ø THROUGH BOLT

EXTG WALL PLATES

C2 COLUMN

3/16"

12X5X1/4" PLATE

W/ (2) 3/4"Ø THROUGH BOLT

3/16"

1 1/2"

(TRUSS WIDTH PLUS 1/8")

1 5/8"

1 1/2"

C2 COLUMN

SIMPSON CS16 STRAPS @

OPENINGS, 18" LONG WHERE

PLATE CUT OUT

1/4" PLATES X 5 1/2"

GIRDER TRUSS

SECOND FLOOR

108' - 7"

2' - 5 1/4"5 1/4"

2X10 PLATE BETWEEN

CEILING JOIST AND W8X31

2X10 PLATE

2X4 SOFFIT FRAMING

GWB

W 8X

EXTG JOIST

S501

1 2 3 4 5

T N

B Y:

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co m

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B- Po rc up in e

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S501

ROOF DETAILS

F Q

S U

C U

E M

O U

2 S

W Y

M-

7, ON

N, M I 4

-0

Au th or C he ck er Ap pr ov er

D es ig ne r

F Q

S U

C U

E M

O U

O F

N R

3/4" = 1'-0"S501

A1 TYPICAL CHIMNEY REPAIR PLAN

3/4" = 1'-0"S501

C1 CHIMNEY #2 REPAIR ELEVATION

3/4" = 1'-0"S501

D1 CHIMNEY REPAIR SECTION

3/4" = 1'-0"S501

B1 CHIMNEY #1 REPAIR ELEVATION

1 1/2" = 1'-0"S501

B3 GABLE OUTLOOK DETAIL

1 1/2" = 1'-0"S501

C4 SOFFIT & FASCIA DETAIL

1 1/2" = 1'-0"S501

A3 BEAM TO COLUMN DETAIL

1 1/2" = 1'-0"S501

D4 C2 BASE DETAIL

1 1/2" = 1'-0"S501

A2 HIP BEAM DETAIL

1 1/2" = 1'-0"S501

A4 ROOF TRUSS INSULATION DETAIL (BELOW COLLAR TIE / CEILING JOIST

1 1/2" = 1'-0"S501

C3 TYPICAL COLUMN BASE DETAIL

1 1/2" = 1'-0"S501

B2 VALLEY DETAIL

1 1/2" = 1'-0"S501

C2 COLUMN C2 @ WT BEAMS

1 1/2" = 1'-0"S501

D3 COLUMN C2 DETAIL @ TRUSSES

3/4" = 1'-0"S501

D2 SOFFIT @ STEEL BEAM

O W

/1 6/

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…

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