2500185_Drawings (Issued For Bids 2025_0514).pdf

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2025 A l l R i g h t s R e s e r v e d

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R E V I S I O N S

NOT FOR

CONSTRUCTION

C ity o f T re nt on Tr en to n, M ic hi ga n

W es tfi el d C om m un ity

B ui ld in g St ru ct ur al

R ep ai rs

2500185

EHANSEN

G001

SMOORE

GELSAYED

CJOTTE

BUILDING CODE INFORMATION

VESTIBULE

ELEVATION, SECTION AND

DETAIL DESIGNATION

GRAPHIC SYMBOLS

SECTION CUT LINE ENLARGED DETAIL FRAME

INTERIOR ELEVATION TAG

A001

EXTERIOR ELEVATION TAG

ELEVATION TARGET

ELEVATION TAG

A201

ROOM NAME

AND NUMBER

DOOR NUMBER

DEMOLITION NOTE TAG

FINISH TAG

SIGNAGE TAG

KEY NOTE TAGWALL TYPE TAG

BARRIER FREE LOCATION

BULLETIN IDENTIFICATION

ADDENDUM IDENTIFICATION

SKETCH IDENTIFICATION

A501 1 SECTION

PLAN DESIGNATION

FLOOR PLAN

NORTH

NORTH ARROW

DESIGNATION

SHEET INDEX

G001 TITLE SHEET

City of Trenton Westfield Community Buidling

Trenton, Michigan Issued for Bids - May 14, 2025

Project Number 2500185 fishbeck.com 248.324.2090

39500 MacKenzie Drive, Suite 100 Novi, Michigan 48377

S102 LATERAL BRACING DETAILS

LOCATION PLAN

S002 NOTES AND DETAILS

S101 SLAB REPLACEMENT DETAILS

Structural Repairs

5/14/2025 BIDS

5/14/2025

S001

SCHEDULES / DIAGRAMS

CONCRETE REINFORCEMENT COVER

REQUIREMENTS

CONCRETE CAST AGAINST PERMANENTLY EXPOSED TO EARTH:

ALL

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 5 BAR AND SMALLER:

NO. 6 BAR AND LARGER:

1 1/2" 2"

3"

3/4" 1 1/2"

1 1/2"

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT,

TIES, STIRRUPS, SPIRALS:

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:

SLABS, WALLS, JOISTS:

NO. 11 BAR AND SMALLER:

NO. 14 BAR AND LARGER:

STRUCTURAL NOTES

LEGENDS

GENERAL NOTES: CAST-IN-PLACE CONCRETE NOTES:

CONCRETE BLOCK MASONRY NOTES:

CONCRETE LEGEND:

SOIL AND FOUNDATION NOTES:

BPX

PX

FX

BASEPLATE DESIGNATION, REFER TO BASEPLATE SCHEDULE.

TAG IS PLACED AT LEVEL CORRESPONDING TO THE BOTTOM

OF THE COLUMN.

PIER DESIGNATION, REFER TO PIER SCHEDULE.

SPREAD FOOTING DESIGNATION, REFER TO SPREAD

FOOTING SCHEDULE.

CJ CONSTRUCTION OR CONTROL JOINT, REFER TO TYPICAL DETAILS.

WSJ WATERSTOP CONSTRUCTION JOINT, REFER TO TYPICAL DETAIL.

* FOOTINGS MARKED THUS " * " REQUIRE INDICATED

REINFORCEMENT IN TOP AND BOTTOM OF FOOTING.

STEP FOOTING, REFER TO TYPICAL DETAIL.SF

1. INFORMATION ON THIS SHEET APPLIES TO ALL STRUCTURAL

SHEETS.

2. INFORMATION ON THIS SHEET SUPPLEMENTS THE PROJECT

SPECIFICATIONS, REFER TO THE PROJECT SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

3. DRAWINGS HAVE NOT NECESSARILY BEEN ORGANIZED

ACCORDING TO TRADES. A FULL SET OF DESIGN DRAWINGS MAY

BE REQUIRED FOR AN INDIVIDUAL TRADE TO DETERMINE THE FULL

SCOPE OF WORK, REFER TO OTHER DISCIPLINES' DRAWINGS FOR

OTHER ELEMENTS OF STRUCTURAL CONSTRUCTION.

4. DRAWINGS HAVE BEEN SET UP TO PLOT AS INTENDED WHEN

PLOTTED AS FULL SIZE. USE REDUCED SIZE DRAWINGS AT YOUR

OWN RISK.

5. COORDINATE WORK OF TRADES. NOTIFY ENGINEER OF

VARIANCES BEFORE WORK BEGINS.

6. OBTAIN ENGINEER'S REVIEW PRIOR TO MAKING ALTERATIONS TO

A STRUCTURAL ITEM OR MEMBER NOT INDICATED ON THE

DRAWINGS.

7. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS NOT

INDICATED.

8. FIELD VERIFY EXISTING CONDITIONS.

9. ALL KEYNOTES ON A DRAWING MAY NOT APPLY TO THAT

DRAWING.

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS

MADE IN THE GEOTECHNICAL REPORT PREPARED BY FK

ENGINEERING AND DATED MARCH 2025.

2. BRACE FOUNDATION WALLS THAT RETAIN EARTH AGAINST

UNBALANCED BACKFILL PRESSURES UNTIL FLOORS AT TOP AND

BOTTOM ARE IN PLACE.

1. COORDINATE SIZE, LOCATION AND PLACEMENT OF EMBEDDED ITEMS

SUCH AS PLATES, HARDWARE AND PIPE SLEEVES WITH RESPECTIVE

TRADES.

2. SECURELY PLACE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE.

3. DO NOT CORE OR CUT CONCRETE UNLESS REVIEWED BY ENGINEER.

4. WHERE DRILLING OR CUTTING INTO HARDENED CONCRETE IS

REQUIRED, FIELD LOCATE REINFORCEMENT WITH A REINFORCING

BAR DETECTOR TO AVOID DAMAGING THE REINFORCING BAR.

5. DO NOT SAW CUT ELEVATED FLOOR SLABS.

6. SUBMIT LOCATIONS OF CONSTRUCTION OR CONTROL JOINTS, OTHER

THAN INDICATED ON THE DRAWINGS TO THE ENGINEER FOR REVIEW

PRIOR TO PLACING CONCRETE.

7. PROVIDE CORNER BARS OF THE SAME SIZE AND SPACING AS

HORIZONTAL WALL REINFORCING FOR WALLS UNLESS NOTED

OTHERWISE.

8. PROVIDE CLEAR COVER TO REINFORCING BARS AS SCHEDULED,

UNLESS NOTED OTHERWISE. REFER TO SCHEDULE THIS SHEET.

9. PROVIDE MINIMUM LAP SPLICE LENGTH, IN INCHES, SHALL BE AS

SCHEDULED, UNLESS NOTED OTHERWISE. REFER TO SCHEDULE THIS

SHEET.

10. PROVIDE ADDITIONAL REINFORCING AROUND THE PERIMETER OF

OPENINGS IN SLABS AND WALLS, REFER TO TYPICAL DETAILS.

11. MIXING, BATCHING, TRANSPORTING, AND PLACING OF ALL CONCRETE

AND SELECTION OF CONCRETE MATERIALS SHALL CONFORM TO ACI

301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS,

UNO.

12. EACH MIX DESIGN LISTED BELOW SHALL BE SUBMITTED, WITH

CURRENT SUPPORTING DATA, AND BE APPROVED BY

ARCHITECT/STRUCTURAL ENGINEER AND THE TESTING LABORATORY

PRIOR TO USE. CONCRETE MIX DESIGNS SHALL BE STAMPED AND

SIGNED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE

STATE OF MICHIGAN. SUBMITTAL SHALL INCLUDE THE FOLLOWING:

A. CEMENT TYPE AND SOURCE.

B. CEMENT CUBE STRENGTH.

C. COURSE AND FINE AGGREGATE SOURCE AND GRADING.

D. ADMIXTURE DATA SHEETS.

13. USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN

CONCRETE MIX IS PROHIBITED.

14. THE SCHEDULE BELOW INDICATES THE MINIMUM CONCRETE DESIGN

MIX REQUIREMENTS. SOME DESIGN MIX PROPERTIES MAY NEED TO

EXCEED MINIMUM REQUIREMENTS IN ORDER TO MAKE OTHER

PROPERTIES MEET MINIMUM REQUIREMENTS.

A. TYPE C - SLAB-ON-GRADE (INCLUDING CURBS AND PADS)

• NORMAL WEIGHT CONCRETE (150 PCF)

• STRENGTH - F’C = 4000 PSI (AT 28 DAYS)

• MAX W/C RATIO = 0.40

• FLYASH / CEMENT RATIO = 50 PERCENT

• SHRINKAGE LIMIT = 0.040%

15. CONCRETE EXPOSED TO FREEZE/THAW CYCLES INCLUDING

FOUNDATION WALLS SHALL BE AIR-ENTRAINED 6% +/- 1%.

16. MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS

FOLLOWS (UNO):

A. SLAB ON GRADE – 3” FROM BOTTOM

ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

ADJ. ADJUSTABLE

AHU AIR HANDLING UNIT

ALT. ALTERNATE

AL. ALUMINUM

AB ANCHOR BOLT

APPROX. APPROXIMATE

ARCH. ARCHITECT

BSMT. BASEMENT

BRG. BEARING

BIT. BITUMINOUS

BOT. BOTTOM

BOD BOTTOM OF DECK

BOF BOTTOM OF FOOTING

CLG. CEILING

CTR. CENTER

CL CENTERLINE

CO. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CMU CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CJ CONSTRUCTION JOINT

CONT. CONTINUOUS

CJ CONTROL JOINT

COORD. COORDINATE

DEG. DEGREES

DEMO. DEMOLITION

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DWL. DOWEL

DBL. DOUBLE

DN. DOWN

DWG. DRAWING

EA. EACH

EF EACH FACE

EW EACH WAY

EOS EDGE OF STEEL

EL. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EF EXHAUST FAN

EXIST. EXISTING

EXP. EXPANSION

EJ EXPANSION JOINT

EXT. EXTERIOR

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

FAB. FABRICATED

FF FAR FACE

FS FAR SIDE

FT. FEET

FRP FIBERGLASS REINFORCED PLASTIC

FIN. FINISH

FF FINISHED FLOOR

FLR. FLOOR

FD FLOOR DRAIN

FTG. FOOTING

FDN. FOUNDATION

FV FIELD VERIFY

GA. GAUGE

GALV. GALVANIZED

GC GENERAL CONTRACTOR

GEN. GENERATOR

GT. GROUT

HT. HEIGHT

HP HIGH POINT

HORIZ. HORIZONTAL

HEF HORIZONTAL EACH FACE

IN. INCHES

ID INSIDE DIAMETER

IF INSIDE FACE

INSUL. INSULATION

INV. INVERT

IE INVERT ELEVATION

LF LINEAL FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

MH. MANHOLE

MFR. MANUFACTURER

MO MASONRY OPENING

MATRL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MEZZ. MEZZANINE

MIN. MINIMUM

MISC. MISCELLANEOUS

NF NEAR FACE

NS NEAR SIDE

NOM. NOMINAL

NTS NOT TO SCALE

NO. NUMBER

OC ON CENTER

OPP. OPPOSITE

ORIG. ORIGINAL

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

PERF. PERFORATED

PERP. PERPENDICULAR

PL. PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB. PREFABRICATED

PROP. PROPOSED

R. RADIUS

REF. REFERENCE

REINF. REINFORCING

REQD. REQUIRED

REV. REVISION

RD ROOF DRAIN

SCHED. SCHEDULE

SIM. SIMILAR

SQ. FT. SQUARE FOOT

SS STAINLESS STEEL

STD. STANDARD

STL. STEEL

SF STEP FOOTING

STRUC. STRUCTURAL

T & B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT. VERTICAL

VEF VERTICAL EACH FACE

VOL. VOLUME

WSJ WATER STOP JOINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

WF WIDE FLANGE

W/ WITH

WD. WOOD

WP WORKPOINT

1. DESIGN AND CONSTRUCTION OF FORMWORK IS THE RESPONSIBILITY OF

THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH ACI 301.

2. THE CONTRACTOR SHALL DETERMINE THE NEED FOR SHORING AND RE-

SHORING. DESIGN AND CONSTRUCTION OF SHORING / RESHORING,

INCLUDING ANALYSIS OF THE STRUCTURE, IS THE RESPONSIBILITY OF

THE CONTRACTOR. SUBMIT PROPOSED SHORING AND RESHORING

PLANS, CONFORMING TO ACI 301, TO THE ENGINEER FOR RECORD ONLY.

3. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE

WITH THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE

STRUCTURAL DRAWINGS. ALL CONSTRUCTION JOINTS SHALL BE

COORDINATED AND CONSTRUCTED IN ACCORDANCE WITH

ARCHITECTURAL FINISHES AND TREATMENTS.

4. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF

CONSTRUCTION JOINTS TO THE ARCHITECT/ENGINEER AND RECEIVE

APPROVAL PRIOR TO FABRICATION OF FORMWORK.

5. CLEAN AND ROUGHEN TO ¼” AMPLITUDE, ALL HORIZONTAL

CONSTRUCTION JOINT SURFACES AGAINST WHICH CONCRETE IS TO BE

PLACED. ALL CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING

WATER REMOVED IMMEDIATELY BEFORE NEW CONCRETE IS PLACED.

6. FOR EXISTING CONCRETE, MECHANICALLY ROUGHEN TO ¼” AMPLITUDE,

CLEAN AND DE-GREASE EXISTING CONCRETE BEFORE PLACING

CONCRETE ADJACENT TO EXISTING CONCRETE. APPLY BONDING AGENT

PRIOR TO PLACING CONCRETE. BONDING AGENT SHALL BE

CEMENTITIOUS OR EPOXY-BASED BONDING AGENT APPROVED BY

STRUCTURAL ENGINEER.

7. PROVIDE WATER-STOPS IN ALL CONSTRUCTION JOINTS IN ELEMENTS

EXPOSED TO WEATHER, SOIL OR LIQUID ON ONE SIDE. REFER TO

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR

WATERPROOFING AND DAMP-PROOFING REQUIREMENTS.

8. JOINTS SHALL BE PREPARED AND SEALED WITH JOINT SEALANT.

1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402.

2. COMPRESSIVE STRENGTH OF THE GROUT SHALL BE 2000 PSI. MAXIMUM

SIZE OF AGGREGATE IN GROUT SHALL BE PER CODE.

3. MORTAR SHALL CONFORM TO CODE WITH STRENGTH OF 2500 PSI.

4. F’M SHALL BE JUSTIFIED BY PRECONSTRUCTION PRISM TESTS AND PRISM

TESTS DURING CONSTRUCTION AS SPECIFIED IN CODE.

5. LAY ALL UNITS IN RUNNING BOND WITH FULLY MORTARED HEAD JOINTS

6. HORIZONTAL JOINT REINFORCING SHALL BE “LADDER TYPE” WITH W1.7

DIAMETER LONGITUDINAL BARS. PROVIDE 3/16 DIAMETER LONGITUDINAL

BARS AT WALLS BE BRICK VENEER.

7. PROVIDE MINIMUM #5 VERTICAL BARS AT 48” O.C. AND HORIZONTAL JOINT

REINFORCING AT 16” O.C. UNLESS INDICATED OTHERWISE ON DRAWINGS.

8. PROVIDED MINIMUM (2) #5 VERTICAL BARS ADDITIONAL AT EACH SIDE OF

OPENINGS OR CONTROL JOINT UNLESS NOTED OTHERWISE.

9. PIPES AND CONDUITS SHALL NOT BE EMBEDDED IN ANY MASONRY

UNLESS APPROVED BY ARCHITECT & STRUCTURAL ENGINEER.

CONCRETE FORMWORK AND JOINTS NOTES:

WOOD GENERAL NOTES:

1. PRE-DRILL LAG SCREWS TO 70% LAG SCREW SHANK

DIAMETER.

2. FASTEN ALL MEMBERS ACCORDING TO THE FASTENING

SCHEDULE ON THIS SHEET OR UNLESS NOTED OTHERWISE.

3. ALL PREFABRICATED METAL CONNECTORS AND HARDWARE

SPECIFIED ARE SIMPSON STRONG-TIE.

REFER TO DRAWINGS AND

SPECIFICATIONS AS TO WHETHER

OR NOT SAND CUSHION AND VAPOR

BARRIER ARE REQUIRED

CONCRETE SLAB ELEVATION,

THICKNESS AND REINFORCING NOTED

ON PLAN; 6x6-W1.4xW1.4 WWF, MINIMUM

REFER TO DRAWINGS AND

SPECIFICATIONS AS TO WHETHER

OR NOT SAND CUSHION AND VAPOR

BARRIER ARE REQUIRED

CONCRETE SLAB ELEVATION,

THICKNESS AND REINFORCING NOTED

ON PLAN; 6x6-W1.4xW1.4 WWF, MINIMUM

T

SAWCUT

T /4

FASTENING SCHEDULE

CONNECTION FASTENING LOCATION

TOP PLATE TO STUD (2) 16d END NAIL

STUD TO SOLE PLATE

(4) 8d

(2) 16d

TOENAIL

END NAIL

DOUBLE STUDS 16d @ 12" FACE NAIL

DOUBLE TOP PLATES

16d @ 12"

(8) 16d

FACE NAIL

LAP SPLICE

TOP PLATE LAPS AND INTERSECTIONS (2) 16d FACE NAIL

CONTINUOUS HEADER, TWO PIECES 16d @ 16" ALONG EA EDGE

RAFTER OR TRUSS TO PLATE (3) 8d TOENAIL

BUILT-UP CORNER STUDS 16d @ 24"

BUILT-UP GIRDER AND BEAMS 20d @ 32"

BLOCKING BETWEEN RAFTERS TO TOP

PLATE

(3) 8d TOENAIL

CONTINUOUS HEADER TO STUD (4) 8d TOENAIL

FACE NAIL TOP & BOT

STAGGERED ON OPP SIDES

ROOF RAFTER TO 2x RIDGE BEAM (2) 16d TOENAIL

FACE NAIL

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

T I N

F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

R E V I S I O N S

C it y o f T re n to n

T re n to n M ic h ig a n

W e s tf ie ld

C o m m u n it y B u ild in g

S tr u c tu ra l R e p a ir s

03/31/2025 60% DESIGN TO CITY

SHEET NO.

NOT FOR

CONSTRUCTION

EHANSEN

2500185

05/02/2025 90% DESIGN TO CITY

05/14/2025 BIDS

C W o rk

\R e v it \2

S s m o o re V

M

.r v t

-M a y -2

:5

:1

S001

GELSAYED

TIMSMITH

SMOORE

WIND LOADS

BASIC WIND SPEED (3-SECOND GUST) 108 MPH

EXPOSURE (ALL DIRECTIONS) B

INTERNAL PRESSURE COEFFICIENT ±0.18

COMPONENTS AND CLADDING WALL PRESSURE 30 PSF

DESIGN LOADS

ROOF DEAD LOADS

ROOF TRUSSES AND SHEATHING AS CALCULATED

FLOOR DEAD LOAD

CONCRETE AS CALCULATED

LIVE LOADS

ROOF 20 PSF

REDUCTION PER CODE

SLAB ON GRADE 150 PSF

DESIGN DATA

BUILDING CODE 2021 MICHIGAN BUILDING CODE

RISK CATEGORY II

ALLOWABLE SOIL PRESSURE 3,000 PSF

DESIGN STRESSES

CONCRETE REINFORCING Fy = 60,000 PSI WELDED WIRE FABRIC Fy = 65,000 PSI

CONCRETE

FOUNDATION WALLS AND FOOTINGS f'c = 4,000 PSI INTERIOR SLABS f'c = 4,000 PSI

MASONRY f'm = 2,000 PSI

8 96 74 40 30

7 74 54 36 30

6 42 36 24 20

5 30 24 20 16

4 20 16 16 12

3 12 12 12 12

TOP BARS OTHERS TOP BARS OTHERS

BAR

SIZE

BEAMS & COLUMNS WALLS & SLABS

CONCRETE REINFORCEMENT

LAP SPLICE SCHEDULE (INCHES)

NO SCALE

SLAB ON GRADE FORMED CONSTRUCTION JOINT

NO SCALE

SLAB ON GRADE SAW CUT CONTROL JOINT

S101

S101

S101

S101

L6X3-1/2X1/2

L X

-1

/2 X

/2

L X

X

/2

L X

-1

/2 X

/2

L6X3-1/2X1/2

L X

-1

/2 X

/2

REMOVE EXISTING SLAB ON GRADE IN

AREA INDICATED.

REPLACE WITH 6" SLAB ON GRADE

REINFORCED WITH #6 @12" EACH WAY,

MID DEPTH, ON VAPOR BARRIER ON

STYROFOAM INSULATION ON 6"

ENGINEERED FILL COMPACTED TO 95%

DRY DENSITY.

SUGGESTED SAWCUT

PATTERN (TYP.)

S101

73'-4 3/8"

61'-2 3/8"

1'-8 3/8" (FV)

10'-5 5/8"

L X

-1

/2 X

/2

S101

S101

L X

-1

/2 X

/2

SAWCUT AT EXISTING

FOUNDATION (FV)

CHEMICAL GROUT FOR

SLAB LEVELING AND VOID

FILLING IN AREA

INDICATED. SEE DETAIL

ON THIS SHEET.

INSTALL INVISIBEAM

REINFORCING STRIPS BY

FORTRESS, AT 4'-0" OC

ALONG FULL LENGTH OF

INSIDE FACE OF THIS

WALL. APPLY PER MFG'S

RECOMMENDATIONS.

FIRST FLOOR

100' - 0"

1/2" THICK PREMOLDED EXPANSION

STRIP WITH BACKER ROD AND

CHEMICAL RESISTANT SEALANT

CONT. L6X3 1/2 - SEE PLAN

1 1/4"⌀ HAS V36 ANCHOR, HOT

DIPPED GALVANIZED, EMBED 10"

@ 3'-0"

NEW SLAB ON GRADE

SEE PLAN

10 MIL VAPOR BARRIER OVER

2" STYROFOAM

2" HIGH LOAD STYROFOAM

(TYP. @ SUPPORTS)

FIRST FLOOR

100' - 0"

1/2" THICK PREMOLDED EXPANSION

STRIP WITH BACKER ROD AND

CHEMICAL RESISTANT SEALANT

CONT. L6X3 1/2 - SEE PLAN

1 1/4"⌀ HAS V36 ANCHOR, HOT

DIPPED GALVANIZED, EMBED 10"

@ 3'-0"

NEW SLAB ON GRADE

SEE PLAN

10 MIL VAPOR BARRIER OVER

2" STYROFOAM

2" HIGH LOAD STYROFOAM

(TYP. @ SUPPORTS)

CRACKS THROUGH EXIST. MORTAR

JOINTS TO BE GROUND OUT AND

TUCKPOINTED (SEE TUCKPOINTING

DETAILS)

EXIST. CRACK IN CMU.

SAW CUT EXISTING CRACK IN CMU

TO MINIMUM 2.5 TIMES THE DEPTH OF BLADE.

DO NOT EXCEED 1/2" WIDE. DO NOT

OVER CUT CMU. TUCKPOINT SAW

CUT JOINTS AT CRACK PER

APPROVED TUCKPOINTING

SPECIFICATIONS AND MOCKUPS.

STEP 1 STEP 2

STEP 4STEP 3

TOOL JOINT IN CONCAVE PROFILE

AFTER LAST LAYER OF MORTAR IS

"THUMBPRINT" HARD.

SECOND LAYER

CUT OUT MORTAR IN HEAD AND BED

JOINTS TO A MINIMUM UNIFORM DEPTH OF

3/4". REMOVE ADDITIONAL UNSOUND

MORTAR. REMOVE DUST AND DEBRIS

FROM THE JOINT BY BLOWING WITH AIR.

BRICK SURFACES MUST BE FREE OF

MORTAR OR OTHER RESIDUE BEFORE

POINTING.

DAMPEN JOINTS TO BE TUCKPOINTED. PACK MORTAR TIGHTLY INTO

THE JOINTS IN THREE LAYERS (1/4" MAXIMUM). EACH LAYER SHOULD

BECOME "THUMBPRINT" HARD BEFORE APPLYING NEXT LAYER.

WHERE STEEL IS PRESENT, PACK MORTAR AROUND STEEL.

O F

J O

IN

T

F U

L L W

ID

T

H

D

W D

1/4 IN

1/4 IN

SEALANT CHART

1/4 TO 1/2 IN

1/4 IN

W/21/2 TO 1 N

D

W

NEW BACKER ROD

AND SEALANT

1 1/4" MAX THICKNESS

1/2" MIN THICKNESS

M A

X

/2

M

IN

FIRST FLOOR

100' - 0"

L6X3 1/2 - SEE PLAN

1 1/4"⌀ HAS V36 ANCHOR, HOT

DIPPED GALVANIZED, EMBED 10"

@ 3'-0"

10 MIL VAPOR BARRIER OVER

2" STYROFOAM

℄ JOINT AND

SUPPORT ANGLE

L6X6 - SEE PLAN

ATTACH EACH END TO WALL

FOUNDATION W/ L4X4 CLIP

2" HIGH LOAD STYROFOAM

(TYP. @ SUPPORTS)

6" 6"

EXISTING SLAB ON GRADE

SAWCUT EXISTING SLAB#4 @12"

(2) #4 CONT.

DRILL HOLES THROUGH EXISTING SLAB TO INJECT

PRODUCT 'A' AND PROVIDE PRESSURE RELIEF

NO. AND SPACING OF GROUT PORTS BY

CONTRACTOR

PRODUCT LIST

'A' UNDERSLAB CHEMICAL PRIME RESINS PRIME FLEX 985 LX10

GROUT FILLER

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

T I N

F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

R E V I S I O N S

C it y o f T re n to n

T re n to n M ic h ig a n

W e s tf ie ld

C o m m u n it y B u ild in g

S tr u c tu ra l R e p a ir s

03/31/2025 60% DESIGN TO CITY

SHEET NO.

NOT FOR

CONSTRUCTION

EHANSEN

2500185

05/02/2025 90% DESIGN TO CITY

05/14/2025 BIDS

C W o rk

\R e v it \2

S s m o o re V

M

.r v t

-M a y -2

:5

:1

S101

GELSAYED

TIMSMITH

SMOORE

NORTH

SCALE: 3/16" = 1'-0"

PARTIAL FIRST FLOOR PLAN

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

SEALANT JOINT GUIDELINES

SCALE: 1 1/2" = 1'-0"

CMU CRACK REPAIR

SCALE: 3/4" = 1'-0"

TYPICAL BUTT SEALANT JOINT

SCALE: 3/4" = 1'-0"

MASONRY TUCK POINTING DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 3/4" = 1'-0"

DETAIL

SCALE: 1 1/2" = 1'-0"

SLAB VOIDS REPAIR

KEY NOTES

1 STEPPED MASONRY CRACKS OBSERVED ON WEST FACE OF

PARTITION WALL. FIELD VERIFY EXISTING CRACKS AND

QUANTIFY REPAIRS BASED ON REPAIR DETAILS 4, 7, 8, AND 9.

2 FIELD VERIFY CRACKING OF EAST FACE OF EXTERIOR WALL

FOR REPAIRS 4, 7,8, AND 9. REPAIR PER OWNER'S

DISCRETION.

S102

EXISTING 8" CMU +

BRICK WALL

EXISTING 8" CMU WALL

EXISTING SCISSOR

TRUSSES @ 24"

S102

S102

TRUSS BEARING

110' - 4 1/4"

EXISTING ROOF

TRUSSES @ 24"

EXISTING 8" CMU + BRICK WALL

2 PLY 2X4

F V

F V

SIMPSON A34

CONNECTOR (TYP)

2X6

2X6

X

X

2X6

TRUSS BEARING

110' - 4 1/4"

EXISTING 8" CMU + BRICK WALL

EXISTING 8" CMU WALL

2X6

2X6

EXISTING ROOF

TRUSSES @ 24"

SIMPSON A34

CONNECTOR (TYP)

2 PLY 2X4 (TYP)

NEW 2X4 SILL PLATE

FASTEN TO CMU WEBS OR FACESHELLS WITH

TAPCON HD 5/16" AT 24" OC

X

X

F V

F V

2X4 SILL PLATE

W/ TAPCON 5/16"⌀ ANCHORS

@ 24"

FIRST FLOOR

100' - 0"

TRUSS BEARING

110' - 4 1/4"

INSTALL INVISIBEAM

REINFORCING STRIPS BY

FORTRESS, AT 4'-0" OC

ALONG FULL LENGTH OF

INSIDE FACE OF THIS

WALL. APPLY PER MFG'S

RECOMMENDATIONS.

EXTEND STRIPS OVER

TOP OF CMU AND

ANCHOR TO TRUSS PER

MANUFACTURER'S

RECOMMENDATIONS

(TYP).

EXISTING CMU WALL

TYP.

4'-0"

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

P L O

T I N

F O

© C o p y r i g h t 2 0 2 5 A l l R i g h t s R e s e r v e d

R E V I S I O N S

C it y o f T re n to n

T re n to n M ic h ig a n

W e s tf ie ld

C o m m u n it y B u ild in g

S tr u c tu ra l R e p a ir s

03/31/2025 60% DESIGN TO CITY

SHEET NO.

NOT FOR

CONSTRUCTION

EHANSEN

2500185

05/02/2025 90% DESIGN TO CITY

05/14/2025 BIDS

C W o rk

\R e v it \2

S s m o o re V

M

.r v t

-M a y -2

:5

:1

S102

GELSAYED

TIMSMITH

SMOORE

NORTH

SCALE: 3/16" = 1'-0"

PARTIAL ROOF PLAN AT TRUSS BEARING

SCALE: 3/4" = 1'-0"

SECTION

SCALE: 3/4" = 1'-0"

SECTION

NO SCALE

TOP OF INTERIOR WALL

NO SCALE

TOP OF EXTERIOR WALL

SCALE: 1/4" = 1'-0"

ELEVATION