ADDENDUM 1_SignShopConnector_ReIssueBidDrwgs_20042.pdf

PDF 6 MB Posted Mar 9, 2026

Attached to: 751/20042. HJD; Hartwick Pines SP - Grayling Sign Shop
Solicitation number: RFQ 171 260000000171 2
Issued by: Clinton County, Michigan

About this file

Written by GovTribe AI · Mar 11, 2026

This Addendum 1 document pertains to a State of Michigan design and construction project for the Hartwick Pines State Park Grayling Sign Shop located at 4216 Ranger Road, Grayling, Michigan 49738, managed by the Department of Technology, Management & Budget in collaboration with OHM Advisors as the design consultant and Intertek as the prime Professional Services Consultant. The project involves renovation and expansion of an existing sign shop facility, including structural modifications, foundation and framing work, roof replacement with standing seam metal roofing, mechanical and electrical system upgrades, and associated site work. The addendum, issued February 10, 2025, reissues all project bid drawings for the project number 7461-24-0020 with a For Bid status dated February 10, 2025. The drawing set comprises comprehensive architectural, structural, civil, mechanical, and electrical plans prepared by OHM Advisors' interdisciplinary team, including specifications for demolition, new construction, and systems installation. The project includes scope items such as concrete foundations and slabs, masonry and wood framing, new pre-engineered roof trusses, MEP systems including HVAC with energy recovery ventilation and electric heating, lighting, and power distribution throughout the facility.

The bid drawings establish construction specifications and technical requirements for contractors, including structural loads (40 psf snow load, 115 mph wind speed, seismic design category D), material standards (4,000 psi concrete, Grade 60 reinforcing steel, pressure-treated lumber), and special inspection requirements for soil, foundations, concrete, masonry, and wood construction in accordance with the 2015 Michigan Building Code. The project incorporates life safety provisions for occupancy categories with calculated occupant loads ranging from 2 to 21 persons across various functional spaces including the main sign shop, storage, break room, and office areas. All mechanical and electrical systems are designed for integration with existing building infrastructure, including coordination with existing compressed air lines, refrigerant linesets, and electrical distribution. The design documentation includes detailed specifications for ductwork, HVAC equipment scheduling, electrical panel configurations, fire alarm and safety systems, and accessibility compliance with ADA standards. This comprehensive bid package establishes all technical and performance requirements necessary for competitive bidding and construction execution.

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751.20042.HJD_HartwikePinesSP_GraylingSignShop_ProjectManual_Bidding.pdf	PDF	Mar 9, 2026
751.20042.HDJ_ Hartwick Pines Sign Shop Combined 2-25-26.pdf	PDF	Mar 9, 2026
ADDENDUM 1_SignShopConnector_Narrative_20042.pdf	PDF	Mar 9, 2026

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PROJECT LOCATION MAP

PROJECT LOCATION

HARTWICK PINES STATE PARK

GRAYLING SIGN SHOP

ISSUED: 2025/02/10

FOR BID

OHM PROJECT NO. 7461-24-0020

4216 Ranger Rd, Grayling, MI 49738

DRAWING INDEX

N U

M B

E R

SHEET NAME F

R B

GENERAL

G-000 COVER & DRAWING INDEX •

CIVIL

C-110 EXISTING CONDITIONS •

C-120 REMOVAL PLAN •

C-130 SITE LAYOUT PLAN •

C-170 SITE GRADING PLAN •

C-501 CIVIL DETAILS •

STRUCTURAL

S-001 STRUCTURAL SYMBOLS AND SPECIAL INSPECTIONS •

S-002 STRUCTURAL NOTES & LOADS •

S-101 FOUNDATION AND FRAMING PLANS •

S-501 STRUCTURAL DETAILS •

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & SYMBOLS •

AD101 DEMOLITION PLAN •

A-101 FIRST FLOOR PLAN •

A-201 ELEVATIONS & SECTIONS •

A-301 SECTIONS, DETAILS •

A-601 DOOR SCHEDULE & TYPICAL DETAILS •

MECHANICAL

M-001 MECHANICAL NOTES AND SYMBOLS •

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN •

M-101 FIRST FLOOR MECHANICAL PLAN •

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS •

EDP101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN •

EP101 ELECTRICAL POWER/LIGHTING PLAN •

E-501 ELECTRICAL ONE LINES •

E-601 ELECTRICAL SCHEDULES •

MICHAEL SIGNORELLO

STATE OF MICHIGAN - HARTWICK PINES STATE PARK

4216 RANGER RD

GRAYLING, MI 49738

989-348-5293

SIGNORELLOM@MICHIGAN.GOV

OWNER

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

I Certify That The Architectural Plans Were Prepared Under My Direct Supervision

I Certify That The Electrical Plans Were Prepared Under My Direct Supervision

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

CONSULTANTS FOR INTERTEK

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STRUCTURAL ENGINEER ARCHITECT ELECTRICAL ENGINEER

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

CIVIL ENGINEER

I Certify That The Mechanical Plans Were Prepared Under My Direct Supervision

MECHANICAL ENGINEER

HEATHER J. DeCORTE, R.A., DESIGN AND CONSTRUCTION DIVISION - PROJECT DIRECTOR

STATE OF MICHIGAN - DEPARTMENT OF TECHNOLOGY, MANAGMENT & BUDGET

STATE FACILITIES ADMINISTRATION - DESIGN & CONSTRUCTION DIVISION

517.243.7248 dekorteh@michigan.gov

OWNER CONTACT INFORMATION

SCOTT COOK

STATE OF MICHIGAN - DEPARTMENT OF NATURAL RESOURCES

CookS10@michigan.gov

DTMB FILE No. 751/20042.HJD

INTERTEK - BUILDING SCIENCE SOLUTION - BUILDING & CONSTRUCTION

CHRISTOPHER B. COGAN, CDT, SENIOR MANAGER

45000 HELM ST., SUITE 200

PLYMOUTH, MI 48170

248.228.7917 christopher.cogan@intertek.com

PRIME PSC

OHM ADVISORS

SEAN TABACSKO

201 E ELLSWORTH ST. SUITE 100

MIDLAND, MICHIGAN 48640

(989) 393-1717 Sean.Tabacsko@ohm-advisors.com

CONSULTANT TO INTERTEK

Eric Spitler, P.E.

Senior Project Engineer, Site Design - OHM Advisors Eric.Spitler@ohm-advisors.com

Alice Roache, P.E.

Project Engineer, Transportation (Structural) - OHM Advisors Alice.Roache@ohm-advisors.com

Lily Auguston, P.E.

Project Engineer MEP - OHM Advisors Lily.Auguston@ohm-advisors.com

Theodore M. Cogswell, P.E.

Engineer MEP - OHM Advisors Ted.Cogswell@ohm-advisors.com

Harvey Schwager, R.A., NCARB Principal, Architecture - OHM Advisors Harvey.Schwager@ohm-advisors.com

ISSUED: 2025/02/25

/0 2/

ADDENDUM 1, ALL DRAWINGS REISSUED: 2026/03/09

DeKorteH Polygon

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CONCRETE PAVEMENT (LIGHT DUTY)

EXISTING GRADE,

TYP.

STAKING, TYP. (4'

HT., ±8' O.C.)

4' HT. SAFETY

FENCING

(ORANGE SNOW

FENCE, CHAIN

LINK, OR WOOD)

TREE

PROTECTION

FENCING TO BE

LOCATED

OUTSIDE OF TREE

DRIP LINE

EXISTING TREE,

TYP.

4' HT. TREE PROTECTION FENCING, TYP.

WHERE PROPOSED WALKS, CURBS,

OR BUILDINGS ENCROACH IN THE

DRIP LINES OF TREES, INSTALL

FENCING 3' BACK OF ENCROACHMENT

(OTHERWISE, ENCIRCLE ENTIRE DRIP

LINE)

NOTES:

1. ALL TREE PROTECTION SHALL BE INSTALLED PRIOR TO

CONSTRUCTION ACTIVITIES. INSPECTION SHALL BE AT THE

DISCRETION OF THE ENGINEER.

2. NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN

THE DRIP LINE OF ANY TREE TO REMAIN (GRADING,

DIGGING, MATERIAL STORAGE, ETC.).

3. ANY REQUIRED SEDIMENT AND EROSION CONTROL

MEASURES SHALL BE LOCATED OUTSIDE THE TREE

PROTECTION FENCING.

4. CONTRACTOR SHALL PROTECT EXISTING TREES

IDENTIFIED TO REMAIN AND BE RESPONSIBLE FOR

DAMAGE FROM CONSTRUCTION ACTIVITIES.

5. DAMAGE TO EXISTING TREES TO REMAIN SHALL BE

REPORTED TO THE ENGINEER IMMEDIATELY.

3' MIN.

2' T

TREE PROTECTION DETAIL

RIVER ROCK

LANDSCAPE

(FILTER) FABRIC

COMPACTED

SUBGRADE

STONE BED

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1/2

CLCL

X-XXX

SIM

1 / X-XXX

X-XXX

SIM

(100'-0") (100'-8")

ROOM NAME

150 SF

INDICATES EXISTING

SHEET KEYNOTE INDICATOR

REFERENCE KEYNOTE INDICATOR

REVISION INDICATOR

ROOM IDENTIFIER

NORTH INDICATOR

(E) WF10

COLUMN INDICATOR

PIER INDICATOR

FOOTING INDICATOR

TOP OF FOOTING

ELEVATION

(E )W

SPREAD FOOTING WALL FOOTING

F S

FOOTING STEP

LOCATION

FOOTING INDICATOR

WM1

(E) (E)

MC1

WALL COLUMN

(REFER TO SCHEDULES)

(E) P1

EXISTING

HEADER INDICATOR SHEAR WALL INDICATOR

JACKS AND KINGS AT HEADERS CONNECTOR SYMBOL

WOOD TYPE

(S=SPF, M=MSR, L=LVL)

NOMINAL DEPTH

# OF NOMINAL

2X PLIES FLUSH-FRAMED

(WHERE APPLICABLE)

(EX. H (3)12-S-F)

(SEE SCHEDULE)

M6PSW1 M6PSWAOR

H (_) __-[S or M or L]-F

(WHERE

APPLICABLE)

H = HURRICANE

C = CONNECTOR

HD = HOLD DOWN

HD1 (T

YP)

0 / 0

# JACKS # KINGS

BEAM

INDICATES EXISTING

STRUCTURAL SYMBOLS LEGEND

SYSTEM SPECIFIC SYMBOLS

ROOM NUMBER

ROOM AREA

PLAN NORTH

TRUE NORTH

SLAB STEP LOCATION WITH

ELEVATIONS

SLAB STEP LOCATION

CHANGE IN SLAB SLOPE

(UP OR DOWN)

CHANGE IN SLAB THICKNESS

APPROXIMATE LOCATION OF

UTILITY PIPE PENETRATION

THROUGH FOUNDATION WALL

APPROXIMATE LOCATION OF

DRAIN TILE

SPAN DIRECTION OF ELEMENT

EXTENT OF ELEMENT

CONTINUOUS EXTENT OF

ELEMENT

WELDED WIRE FABRIC

REINFORCING

DETAIL INDICATOR

SECTION DETAIL

INDICATOR

ALTERNATE DETAIL /

SECTION DETAIL

INDICATOR

WALL SECTION INDICATION

BUILDING SECTION

INDICATOR

EXTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION

INDICATOR

?00 00 00.A

(E)

CENTER LINE

ELEVATION MARK

MATCHLINE

EXISTING GRID LINE

NEW GRID LINE

NEW BUILDING LINE

INDICATOR OF APPROXIMATE

LOCATION OF SOIL BORING

INDICATOR OF APPROXIMATE

LOCATION OF MONUMENT

INDICATOR OF FINISH ELEVATION

1BL1

NEW CONSTRUCTION

NEW MASONRY CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE REMOVED

BOLTED

BOTTOM FLANGE BRACING

CANTILEVER

CANTILEVER MOMENT

COLLECTOR

DOUBLE SHEAR TAB

FULL DEPTH WELD

MOMENT

MOMENT FRAME

SPLICE

TOP FLANGE WELD

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

MATCHLINE

SEE 1 / A101

LEVEL

XXX' - XX"

X-XXX

SIM

X-XXX

1 SIM

WOOD FRAMING SYSTEM FOUNDATION SYSTEM

INDICATOR LINES & POINTS

NOTES & ANNOTATIONS

BUILDING ELEMENTS

CONNECTION TYPESVIEW REFERENCES

MASONRY SYSTEM

1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 MICHIGAN BUILDING CODE (MBC) CHAPTER 17 AND AS MODIFIED HEREIN.

2. DESIGNATIONS:

SI SPECIAL INSPECTOR QUALIFIED WITH DEMONSTRATED COMPETENCE DOCUMENTED BY CERTIFICATIONS FROM RECOGNIZED AGENCIES SUCH AS AWS, ACI, INTERNATIONAL CODE COUNCIL (IBC), MASONRY INSTITUTE OF MAY BE A FIRM WITH MULTIPLE SPECIALISTS AND A PROJECT MANAGER PROVIDING REPORTS.

TA TESTING AGENCY QUALIFIED TO TEST AND INSPECT MATERIALS AND ASSEMBLIES TESTING.

GE GEOTECHNICAL ENGINEER WHO PROVIDED THE ORIGINAL PROJECT GEOTECHNICAL SOILS INVESTIGATION REPORT.

SE SPECIALTY ENGINEER RESPONSIBLE FOR DESIGNING ASSEMBLIES SUCH AS PRECAST CONCRETE, STEEL JOISTS, COLD FORMED FRAMING ASSEMBLIES, ETC. SPECIALTY ENGINEER SHALL PROVIDE OBSERVATION OF FABRICATED AND INSTALLED ITEMS OF THEIR DESIGN IN ADDITION TO THE SPECIAL INSPECTION.

3. TA, GE AND SE SHALL SUBMIT RECORDS OF THE INSPECTION RESULTS TO THE SI. THE SI SHALL COMPILE AND SUBMIT INSPECTION RECORDS TO THE ARCHITECT/ENGINEER AND BUILDING OFFICIAL RECORDS SHALL INCLUDE STATEMENTS OF TESTS, WHETHER INSTALLED/FABRICATED ITEM COMPLIES WITH CONTRACT DOCUMENTS, REMEDIAL WORK PERFORMED, RETESTS.

4. SI SHALL PROVIDE A DAILY REPORT OF ANY DISCREPANCIES FROM THE CONTRACT DOCUMENTS FOUND ON THE SAME DAY OF THE INSPECTION TO THE ENGINEER OF RECORD. FORMAL REPORTS OF COMPLIANCE CAN FOLLOW BY A MAXIMUM OF 2 WEEKS. SI SHALL PROVIDE AND SIGN FINAL REPORT WITH A SUMMARY OF ALL TESTS PERFORMED AND RESULTS TO THE ENGINEER OF RECORD AND

BUILDING OFFICIAL, IN ACCORDANCE WITH SECTION 1704.2.4.

5. SI, TA & GE SHALL BE ENGAGED BY THE OWNER IN COMPLIANCE WITH THE MICHIGAN BUILDING CODE.

6. WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF A FABRICATOR’S SHOP, SPECIAL INSPECTIONS OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION. SPECIAL INSPECTIONS DURING FABRICATION ARE NOT REQUIRED WHERE THE FABRICATOR MAINTAINS APPROVED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND THE GOVERNING BUILDING CODE. APPROVAL SHALL BE BASED UPON REVIEW OF FABRICATION AND QUALITY CONTROL PROCEDURES AND PERIODIC INSPECTION OF FABRICATION PRACTICES BY THE

BUILDING.

7. REFER TO SPECIAL INSPECTION SCHEDULES AND GENERAL STRUCTURAL NOTES FOR ADDITIONAL QUALITY CONTROL TESTING AND INSPECTIONS.

STATEMENT OF SPECIAL INSPECTIONS

CONTINUOUS

INSPECTION TASK

3. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN

BEARING CAPACITY.

INSPECTION TYPE REFERENCED

STANDARD

MBC

REFERENCE

RESPONSIBLE

AGENTPERIODIC

GEOTECHNICAL REPORT

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

1. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

5. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT

AND COMPACTION OF COMPACTED FILL.

4. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS

BEEN PREPARED PROPERLY.

GEOTECHNICAL REPORT

1705.6

SI/GE

SI/GE/TA

SPECIAL INSPECTION REQUIREMENTS - SOIL AND FOUNDATIONS

SPECIFICATION

CONTINUOUS

INSPECTION TASK

1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT.

INSPECTION TYPE REFERENCED

STANDARD

MBC

REFERENCE

RESPONSIBLE

AGENTPERIODIC

ACI 318: CH 20, 25.2, 25.3,

26.6.1-26.6.3

4. INSPECT ANCHORS AND EMBEDMENTS CAST IN CONCRETE.

2. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER

BEING FORMED.

3. INSPECT FORMWORK FOR PROPER PREPARATION AND CLEANLINESS PRIOR TO CONCRETE

PLACEMENT.

5. VERIFY USE OF REQUIRED DESIGN MIX.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM

SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

7. INSPECT CONCRETE PLACEMENT FOR PROPER PLACEMENT TECHNIQUES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

9. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM

BEAMS AND STRUCTURAL SLABS.

10. INSPECT ANCHORS POST-INSTALLED IN HARDENED MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 10. A.

ACI 318: 26.11.1.2(b)

ACI 318: 26.5.2

ACI 318: 17.8.2

ACI 318: CH 19, 26.4.3, 26.4.4

ASTM C172

ASTM C31

ACI 318: 26.4, 26.12

ACI 318: 26.5

ACI 318: 26.5.3-26.5.5

ACI 318: CH 26.11.2

ACI 318: 17.8.2.4

ACI 318: 17.8.2

SI/SE/TA

SI/TA

SI/SE/TA

SI/TA

SPECIAL INSPECTION REQUIREMENTS - CONCRETE CONSTRUCTION

SPECIFICATION

CONTINUOUS

INSPECTION TASK

INSPECTION TYPE

RESPONSIBLE

AGENTPERIODIC

2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

A. PROPORTIONS OF SITE-PREPARED MORTAR.

B. CONSTRUCTION OF MORTAR JOINTS.

C. LOCATION AND CONDITION OF REINFORCEMENT, CONNECTORS, REINFORCEMENT POSITIONERS

AND CONTROL JOINTS.

3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

A. GROUT SPACE.

B. GRADE, TYPE, SIZE AND CONDITION OF REINFORCEMENT AND ANCHOR RODS.

C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND REINFORCEMENT POSITIONERS.

D. PROPORTIONS OF SITE-PREPARED GROUT.

E. CONSTRUCTION OF MORTAR JOINTS.

MINIMUM PRECONSTRUCTION VERIFICATION

VERIFICATION OF f'm IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE.

MINIMUM SPECIAL INSPECTION

REFERENCE CRITERIA

TMS 402

ACI 530

ASCE 5

TMS 602

ACI 530.1

ASCE 6

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS.

4. VERIFY DURING CONSTRUCTION:

A. SIZE, LOCATION AND ENDING PATTERN OF STRUCTURAL ELEMENTS AND CONTROL JOINT LAYOUT.

B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF

MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION.

D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING

COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F).

MBC REFERENCE SECTION 1705.4 AND TABLE 3.1.2 TMS 402/ACI1530/ASCE 5.

SIX

SEC 6.1

SEC 6.1, 6.2.1,

6.2.2, 6.2.7

SEC 1.2.1(e), 6.1.4.3, 6.2.1

SI/TA

ART 1.5

ART 2.1, 2.6A

ART 3.2B, 3.3B

ART 3.2A, 3.4

ART 3.2D, 3.2F

ART 2.4, 3.2A,

3.2E, 3.4

ART 3.2E, 3.4

ART 2.6B

ART 3.3B

ART 3.3F

ART 3.4

ART 1.8C, 1.8D

SPECIAL INSPECTION REQUIREMENTS - MASONRY: LEVEL B QUALITY ASSURANCE

SPECIFICATION

CONTINUOUS

INSPECTION TASK

1. VERIFY FRAMING MEMBER SIZE, SPACING AND GRADE COMPLY WITH PROJECT REQUIREMENTS.

INSPECTION TYPE REFERENCED

STANDARD

IBC

REFERENCE

RESPONSIBLE

AGENTPERIODIC

2. VERIFY PREFABRICATED TRUSSES HAVE BEEN INSTALLED AT SPACINGS INDICATED AND THAT

TRUSSES HAVE NOT BEEN DAMAGED DURING INSTALLATION.

3. VERIFY THAT PERMANENT BRACING FOR TRUSSES HAS BEEN INSTALLED IN ACCORDANCE

WITH PROJECT REQUIREMENTS.

4. VERIFY THAT TRUSS ANCHORAGE COMPLIES WITH PROJECT REQUIREMENTS.

5. VERIFY THAT DIAPHRAGM AND SHEAR WALL SHEATHING THICKNESS, GRADE AND FASTENING

COMPLY WITH PROJECT REQUIREMENTS.

SPECIAL INSPECTION REQUIREMENTS - WOOD CONSTRUCTION

SPECIFICATION

061753

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL (ARCHITECT)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

BF BOTH FACES

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BTWN BETWEEN

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIST DISTANCE

DL DEAD LOAD

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ENG ENGINEER

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION (EXPOSED)

EXST EXISTING

FD FLOOR DRAIN

FF FINISHED FLOOR

FIN FINISH / FINISHED

FT FOOT / FEET

FTG FOOTING

GA GAGE

GALV GALVANIZED

GB GYPSUM BOARD

GYP GYPSUM

HDR HEADER

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

IN INCH / INCHES

INSUL INSULATION

JST JOIST

JT JOINT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

STRUC. ABBR.

LP LOW POINT

LT LEFT

MAX MAXIMUM

MBC MICHIGAN BUILDING CODE

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

No. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OH OVERHEAD

PCF POUNDS PER CUBIC FOOT

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

REINF REINFORCE

REQD REQUIRED

REV REVISE / REVISION

RO ROUGH OPENING

RS ROUGH SAWN

RT RIGHT

SIM SIMILAR

SOG SLAB ON GRADE

SQ FT SQUARE FOOT / FEET

SQ IN SQUARE INCH / INCHES

STL STEEL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEMP TEMPERATURE / TEMPERED

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WT WEIGHT

WWF WELDED WIRE FABRIC

Y Y

YD YARD

/02 /10

SOILS AND EARTHWORK

1. SOIL INVESTIGATIONS HAVE BEEN PERFORMED FOR THIS PROJECT BY McDOWELL & ASSOCIATES, BORINGS DRILLED 11/16/24.

2. OHM UTILIZED DATA CONTAINED IN BORING LOGS TO DETERMINE DESIGN LOAD BEARING CAPACITY

AND OTHER DESIGN PARAMETERS.

3. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION.

4. INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND QUALIFIED LABOR NECESSARY FOR EXCAVATION, SHORING, DEWATERING SYSTEMS, BACKFILL, AND COMPACTION OF SOILS, AS

REQUIRED TO CONSTRUCT STRUCTURES TO THE LINE AND GRADE AS SHOWN ON THE PLANS.

5. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL TELEPHONE (800)

482-7171 NOT LATER THAN THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY

NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

6. EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF +/-

0.10 FEET. EXCAVATE BY HAND TO FINAL GRADE FOR FOOTINGS.

7. NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS REACHED SUB-GRADE ELEVATION. IF UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT SUB-GRADE ELEVATION, EXCAVATE AND REPLACE SUCH MATERIALS AS DIRECTED BY ENGINEER.

8. SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS CLASSIFIED AS GW, GP, GM, SW, SP, SW-SM, SP-SM OR SM BY THE UNIFIED SOILS CLASSIFICATION SYSTEM, ASTM D2487.

LIMIT AMOUNT OF FINE MATERIAL PASSING NO. 200 SIEVE TO LESS THAN 5% MAXIMUM.

9. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED AS GC, SW-SC, SP-SC, SC, ML, MH, CL, CH, OL, OH, AND PT BY THE UNIFIED SOIL CLASSIFICATION SYSTEM, OR ANY ORGANIC

MATERIAL. "MARL" IS AN UNSATISFACTORY SOIL MATERIAL.

10. BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS AND ENGINEERED FILL AS

SHOWN ON PLANS. DO NOT BACKFILL WITH FROZEN MATERIALS. DO NOT PLACE ROCKS LARGER

THAN 3" DIAMETER IN BACKFILL.

11. COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY MODIFIED PROCTOR, ASTM D1557.

12. COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS DETERMINED BY MODIFIED

PROCTOR, OR MICHIGAN CONE TEST.

1. PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c = 4,000 PSI).

PROVIDE NORMAL WEIGHT CONCRETE, WITH 6% ± 1.5% ENTRAINED AIR FOR EXTERIOR

APPLICATIONS , MAXIMUM W/C RATIO < 0.45, AND MAXIMUM 4" SLUMP, UNLESS SUPER-

PLASTICIZERS ARE USED. USE OF SUPER-PLASTICIZERS IS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. DO NOT PROVIDE AIR CONTENT > 3% FOR TROWEL FINISHED SLABS. DO NOT PROVIDE

AIRE CONTENT >3% FOR TROWEL FINISHED SLABS.

2. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94.

3. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, AND 308.1, LATEST

APPLICABLE EDITION.

4. PLACE ANCHOR RODS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN THE LATEST APPLICABLE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR

TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS".

5. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. PLACE REINFORCING

STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

6. REINFORCING STEEL SHALL NOT BE WELDED.

7. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH DEWALT AC100+

VINYLESTER INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

8. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW UNLESS

OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER

1. NO. 5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

CONCRETE NOTES

BAR

SIZE ALL OTHER BARS

#3 #4 #5 #6 #7 #8

28" 37" 47" 56" 81" 93"

TOP BARS* ALL OTHER BARS TOP BARS* ALL OTHER BARSTOP BARS*

f'c = 3,000 psi f'c = 4,000 psi f'c = 5,000 psi

24" 33" 40" 49" 70" 81"

22" 29" 36" 44" 63" 72"

REINFORCEMENT LAP SPLICE LENGTH+

19" 25" 31" 38" 54" 62"

22" 29" 36" 43" 63" 72"

17" 23" 28" 34" 49" 56"

* TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

BELOW BAR.

+ LAP SPLICE LENGTHS SHOWN ARE CLASS B SPLICE LENGTHS FOR UNCOATED OR

GALVANIZED BARS WITH CLEAR COVER OF db OR MORE AND WITH CLEAR SPACING OF 2db OR MORE. INCREASE LAP LENGTHS BY 50% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER LESS THAN 3db OR WITH CLEAR SPACING LESS THAN 6db. INCREASE LAP LENGTHS BY 20% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER OF 3db OR MORE AND WITH CLEAR SPACING OF 6db OR MORE. SPLICE LENGTHS SHOWN ARE FOR NORMAL WEIGHT CONCRETE AND

REINFORCEMENT WITH A YIELD STRENGTH OF 60,000 PSI (60 KSI).

1. CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530.1/ASCE 6-CURRENT EDITION.

2. PROVIDE NORMAL WEIGHT CONCRETE UNIT MASONRY UNITS MANUFACTURED IN ACCORDANCE

WITH ASTM C90, F'm = 2,000 PSI.

3. GROUT VOIDS AS INDICATED ON THE DRAWINGS, WITH GROUT CONFORMING TO ASTM C476.

GROUT BLOCK CORES UNDER BEAM BEARINGS AND AT LEAST 8'' EACH SIDE OF BEARING. PROVIDE

SLUMP BETWEEN 8 AND 11 INCHES.

4. LAY UNIT MASONRY IN A RUNNING BOND PATTERN UNLESS SPECIFICALLY SHOWN OTHERWISE ON

THE PLANS. TOOLS ALL JOINTS, ALL SURFACES.

5. MORTAR SHALL BE TYPE S COMPLYING WITH ASTM C270 IS REQUIRED.

6. PROTECT MASONRY BY COVERING TOP OF WALLS WITH WATERPROOF SHEETING AT THE END OF EACH DAY. DO NOT LAY WET OR FROZEN BRICK, STONE, OR BLOCK. PROVIDE TEMPORARY HEAT WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT. MAINTAIN MINIMUM 50 DEGREE

TEMPERATURE FOR 48 HOURS AFTER PLACING MASONRY.

7. ALL MASONRY BELOW GRADE SHALL HAVE INTEGRAL WATER REPELLANT.

8. GROUT ALL CORES CONTAINING REBAR AND VOIDS WHERE INDICATED. ALL CORES BELOW GRADE

SHALL BE GROUTED SOLID UP TO FINISHED FLOOR ELEVATION.

9. CORES CONTAINING EXPANSION OR ADHESIVE ANCHORS SHALL BE GROUTED SOLID.

10. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH BOND BEAMS. ALL HORIZONTAL

REINFORCEMENT IN BOND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE BENT BARS

OF THE SAME SIZE AND NUMBER WITH A LAP OF 48 BAR DIAMETERS (12" MINIMUM).

11. COORDINATE WALL OPENINGS AND OTHER WALL CONFIGURATIONS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND OTHER DISCIPLINES.

12. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO MASONRY WITH DEWALT AC100+

VINYLESTER INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLED INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

13. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN ALTERNATE COURSES (16" OC) USING 9 GAUGE

DURATRUSS OR EQUAL.

MASONRY NOTES

BAR SIZE MINIMUM LAP SPLICE

f'm = 1,900 psi COMMENTS

#3 #4 #5 #6 #7 #8

18" 24" 35" 66" 89" 135"

MIN 8" CMU

MIN 12" CMU

MINIMUM LAP SPLICE

f'm = 1,500 psi

18" 26" 40" 74" 101" 151"

* LAP SPLICE LENGTHS SHOWN ARE FOR UNCOATED BARS WITH

2" MINIMUM CLEAR COVER AND 2" MINIMUM CLEAR SPACING.

INCREASE LAP LENGTH BY 50% IF USING EPOXY COATED BARS.

LAP LENGTHS SHOWN ARE FOR REINFORCEMENT WITH A YIELD

STRENGTH OF 60,000 PSI (60 KSI).

WOOD FRAMING NOTES

6d 6d 8d

10d 8d

10d 12d 12d 16d 16d

BOX

DESIGNATIONSIZE MIN SIZE

2" x 0.099" DIA

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

2" x 0.113" DIA 2 1/2" x 0.113" DIA 2 1/2" x 0.131" DIA

3" x 0.128" DIA 3" x 0.148" DIA

3 1/4" x 0.128" DIA 3 1/4" x 0.148" DIA 3 1/2" x 0.135" DIA 3 1/2" x 0.162" DIA

1. ALL FRAMING SHALL BE SPRUCE-PINE-FIR (S.P.F.) NO. 2 OR BETTER; Fb=875 PSI; E=1.4X10^6 PSI; Fv= 135 PSI; Fcperp =425 PSI. ALL WOOD LABELED "PT" SHALL BE S.P.F. NO.2 OR BETTER AND BE

PRESSURE TREATED FOR GROUND CONTACT. PRESSURE-TREATED (PT) WOOD SHALL BE

PREPARED IN ACCORDANCE WITH ASTM D1760 USING WATERBORNE PRESERVATIVES AND OBTAIN

0.25 PCF PENETRATION FOR ABOVE GRADE AND 0.40 PENETRATION FOR GROUND CONTACT.

2. HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE OR EQUAL. USE

HANGERS FOR THE USE AS RECOMMENDED BY THE MANUFACTURER.

3. SHEATHING SHALL BE APA GRADED AS FOLLOWS:

A. ROOF SHEATHING: 5/8' MIN, 40/20 EXPOSURE 1 PLYWOOD WITH 2-SPANS MINIMUM

CONTINUIOUS APPLIED IN A STAGGERED PANEL LAYOUT WITH THE STRENGTH AXIS

PERPENDICULAR TO THE SUPPORTING MEMBERS. FASTEN FIELD OF PANELS TO SUPPORTING

MEMBERS WITH 10D COMMON NAILS AT 12" O.C.

B. WALL SHEATHING: 1/2" MIN, 32/16 EXPOSURE 1, 5-PLY PLYWOOD SHEATHING WITH MINIMUM

2 SPANS CONTINUOUS APPLIED IN AN ALIGNED PANEL LAYOUT WITH THE STRENGTH AXIS

PERPENDICULAR TO THE SUPPORTING MEMBERS. FASTEN FIELD OF PANELS TO SUPPORTING

MEMBERS WITH 10D COMMON NAILS AT 6" O.C.

4. DESIGN ROOF TRUSSES TO CONFORM WITH LOCAL CODES AND THE DESIGN LOADS STATED

HEREIN. SUBMIT SHOP DRAWINGS FOR APPROVAL, PRIOR TO FABRICATION.

5. "WD COL" DENOTES SOLID OR BUILT-UP WOOD COLUMNS, GLUE AND NAIL STUDS TOGETHER TO

FORM BUILT-UP WOOD COLUMNS. USE NUMBER OF STUDS FOR EACH COLUMN SUCH THAT THE

COLUMN WIDTH EQUALS OR EXCEEDS THE WIDTH OF THE SUPPORTED MEMBER, BUT IN NO CASE

LESS THAN THREE STUDS. SOLID BLOCK ALL FLOORS DIRECTLY UNDER WOOD COL, THEN

CONTINUE WOOD COL TO SUPPORT (BEAM, FOOTING OR FOUNDATION WALL).

6. WHERE HEADERS ARE NOT SPECIFIED OVER DOORS, WINDOWS OR OTHER OPENINGS WITHIN

BEARING OR EXTERIOR WALLS PROVIDE A MINIMUM (3) 2X12 HEADER. U.N.O. ALL WINDOW

PENETRATIONS SHALL HAVE MINIMUM (2) SILL PLATES.

7. 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 A924 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 924.

8. FASTEN MEMBERS IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 2304.10.1, UNLESS

OTHERWISE NOTED.

9. WHERE NOTED, NAIL SIZES ARE BASED ON THE FOLLOWING MINIMUM SIZES

1. CONTRACTOR SHALL PROVIDE AND INSTALL METAL-PLATE CONNECTED WOOD TRUSSES DESIGNED

TO SUPPORT THE LOADS INDICATED ON THE PLANS. TRUSSES SHALL HAVE A MAXIMUM

DEFLECTION OF L/360 AND SHALL BE SPACED AT 2'-0" OC MAX.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SEALED BY A STRUCTURAL ENGINEER LICENSED IN

THE STATE OF MICHIGAN. SHOP DRAWINGS FOR EACH TRUSS SHALL SHOW SIZE, SPECIES AND

STRESS GRADES OF ALL LUMBER, METAL PLATE TYPE, ORIENTATION AND SIZES, BEARING AND

UPLIFT REQUIREMENTS. ALL LOAD CASES INVESTIGATED AND MAXIMUM STRESSES IN EACH

MEMBER SHALL ALSO BE INCLUDED.

3. TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR WIND LOADS PER ASCE 7-10. WOOD TRUSS

FABRICATION SHALL COMPLY WITH TPI 1-95, "NATIONAL DESIGN".

4. CONTRACTOR SHALL SUPPLY, INSTALL, AND REMOVE ALL NECESSARY TEMPORARY BRACING

REQUIRED FOR INSTALLATION OF WOOD TRUSSES AND MEMBERS IN ACCORDANCE WITH DSB-89,

"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED

WOOD TRUSSES".

5. 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.

6. PROVIDE DIMENSIONAL LUMBER OF ANY SPECIES FOR TRUSS CHORD AND WEB MEMBERS,

CAPABLE OF SUPPORTING THE REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN

VALUES ACCORDING TO AFPA'S "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION"

AND ITS "SUPPLEMENT".

7. CONTRACTOR SHALL INSTALL (2) SIMPSON STRONG-TIE MODEL H3 TIE-DOWNS UNLESS NOTED

OTHERWISE, AT ALL BEARING LOCATIONS OF ALL TRUSSES. TRUSSES SHALL BE HANDLED AND

INSTALLED PER WTCA BCS1 1-03.

8. 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.8. PER TPI HIB-91 "COMMENTARY AND RECOMMENDATIONS FOR

HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES".

9. IN ADDITION TO THE 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 THEN 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-ENGINEERED WOOD TRUSS NOTES

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

SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN DOCUMENTS, THE STRICTEST PROVISION

SHALL GOVERN.

2. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LOAD IMPOSED UPON THE STRUCTURAL FRAMING

SYSTEM DURING CONSTRUCTION. LOADS, INCLUDING CONSTRUCTION LOADS, MUST NOT EXCEED

THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. THE CONTRACTOR SHALL INFORM THE ENGINEER OF POTENTIAL CONSTRUCTION LOADS DEEMED EXCESSIVE BY THE

CONTRACTOR.

3. 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, CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES OR

TEMPORARY BRACING 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.

4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF

THE GOVERNING BUILDING CODE: MICHIGAN BUILDING CODE, 2015.

5. ALL SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY

THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY. SHOP DRAWINGS

SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ENGINEERS APPROVAL OF SHOP

DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR FIT, QUANTITY AND

CONSTRUCTION QUALITY CONTROL.

6. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, ELECTRICAL AND

MECHANICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RELEVANT

DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED

MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS AND COORDINATING ANY REQUIREMENTS

WITH SHOP DRAWINGS AND WORK.

7. MECHANICAL FRAMING LOADS, OPENINGS AND SUPPORT STRUCTURE ARE SHOWN FOR BIDDING

PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO

VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER OF RECORD.

8. THE CONTRACTOR SHALL INFORM THE ENGINEER/ARCHITECT OF ANY DEVIATIONS FROM THE

DRAWINGS. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL

FROM THE ENGINEER.

9. DRAWINGS ARE INTENDED TO BE PRINTED PER THE SCALE PROVIDED. THE CONTRACTOR SHALL

CONTACT THE ENGINEER IF ADDITIONAL DIMENSIONS ARE REQUIRED.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL AT ANY TIME. ANY METAL PARTS

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

11. CONTRACTOR SHALL RECOGNIZE EFFECTS OF THERMAL MOVEMENTS AND MOISTURE CONTENT

CHANGES OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD AND CONSIDER THESE

EFFECTS DURING CONSTRUCTION AND/OR ERECTION SEQUENCES.

12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONING SYSTEMS, INCLUDING BUT NOT LIMITED TO, PROVIDING (AT NO ADDITIONAL COST) ITEMS NOT SPECIFICALLY

SHOWN IN THESE DRAWINGS WHICH ARE NORMALLY CONSIDERED NECESSARY.

GENERAL NOTES - STRUCTURAL

40 psf

SNOW LOAD DIAGRAM

40 psf

40 psf 63 psf

EXISTING ROOF EXISTING ROOFNEW ROOF

9'-0" MIN

BALANCED SNOW

SNOW LOADS

LIVE LOADS

WIND LOADS

1. UNIFORM FLOOR LIVE LOAD

2. ROOF LOAD - SEE SNOW LOAD

3. INTERIOR WALL LATERAL LIVE LOAD

EARTHQUAKE DESIGN DATA

1. GROUND SNOW LOAD, PG

2. FLAT-ROOF SNOW LOAD, PF

3. SNOW EXPOSURE FACTOR, CE

4. RISK CATEGORY

5. SNOW LOAD IMPORTANCE FACTOR, IS

6. ROOF THERMAL FACTOR, CT

7. SLOPED ROOF FACTOR, CSU

8. SLOPED ROOF SNOW LOAD, PS

UNBALANCED SNOW

1. WINDWARD

2. LEEWARD SURCHARGE (11.1')

DRIFT SNOW

LOAD OR VARIABLE

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

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

5. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT AT OVERHANG)

6. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

7. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)

8. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 2)

9. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 3)

10. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 4)

11. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 5)

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

7. BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT-FRAME WOOD WALLS

8. SEISMIC RESPONSE COEFFICIENT(S), CS (SECTION 12.8.1.1)

9. RESPONSE MODIFICATION COEFFICIENT(S), R(SECTION 12.2-1)

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8

MISCELLANEOUS DESIGN DATA

ASSUMED SOIL BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

NOTES

BUILDING CLASSIFICATION II

VASD=VULT(0.6)1/2 QASD=QULT(0.6)

1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE.

2. APPLICABLE TECHNICAL CODE IS ASCE/ SEI 7-10.

3. WIND LOAD BASED ON ASCE 7-10

A. MWFS: CHAPTER 28, PART 2, METHOD 2

B. C&C: CHAPTER 30, PART 1, METHOD 1

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

40 psf 20 psf 5 psf

50 psf 40 psf 1.0

1.0 1.1 1.0 40 psf

12 psf 15 psf

115 mph

B ± 0.18 22 psf 19 psf +16, -32 psf +16, -38 psf +16, -56 psf +24, -26 psf +24, -32 psf

1.0

0.051 g

0.032 g D A

0.008 6.5

2500 psf

BUILDING LOADS - FOR ADDITION ONLY

DEAD LOADS

1. MATERIAL DEAD LOAD

2. MECHANICAL DEAD LOAD

15 psf 5 psf

MAX DRIFT SURCHARGE = Pd = 23 psf DRIFT WIDTH = W = 9'

40 psf

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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WALL SCHEDULE

MARK WIDTH REINFORCING NOTES

WM1 5 5/8" #5s @ 48" OC W/W1.7 WIRE LADDER

JOINT REINF @ 16" OC

TYPICAL FOUNDATION WALL

WW1 9 5/8" 2x6s @ 16" OC TYPICAL WOOD WALL

1. PROVIDE HORIZ HOOKS ON ALL VERTICAL BARS, TURNED OUT AWAY FROM CENTERLINE.

(#5 = 12", #8 = 24")

2. PROVIDE "L" 30"x30" FOR #5 HORIZONTAL LAP BARS AT ALL CORNERS.

3. PROVIDE #5 BARS @ 36" OC PERPENDICULAR TO BOTTOM FOOTING BARS FOR WALL

FOOTINGS.

4. REFER TO PLANS FOR STRIP FOOTING LENGTHS.

SCHEDULE NOTES:

FOOTING SCHEDULE

MARK

FOOTING SIZE

REINFORCING NOTESL W D

F1 239 1/2" 24" 12" (3) #5 BARS CONTINUOUS

/02 /10

UPDN

S-

CJCJ CJ CJCJ

CONC FTG EL @ TOP: 96'-4" TYP

CONC FTG EL @ BOT: 95'-4" TYP

4" CONCRETE SLAB ON GRADE WITH

TROWELED FINISH REINFORCED WITH 6x6

W2.9xW2.9 ON VAPOR BARRIER ON 8"

COMPACTED DRAINAGE FILL. FF: 100'-0"

SEE DETAIL 4/S-501

6" CONCRETE SLAB ON GRADE REINFORCED WITH

6x6 W2.9xW2.9 ON 8" COMPACTED DRAINAGE FILL.

SLAB TO BE SEPARATED FROM BUILDING WITH

1/2" EXPANSION JOINT. SEE DETAIL 6/S-501

4'- 6 1

/2"

6'-0" 7'-6"

WM1

CONCRETE RAMP - SEE ARCH

19'-10 1/2" VIF

WM1

APPROXIMATE LOCATION OF MECHANICAL UNIT

PROVIDE 1/2" EXP. JOINT BETWEEN NEW AND EXISTING SLABS

PROVIDE 1/2" EXP. JOINT BETWEEN

NEW AND EXISTING SLABS

SEE DETAIL 1/S-501 FOR FOUNDATION CONNECTION TO EXISTING

SEE DETAIL 5/S-501 FOR MASONRY CONNECTION TO EXISTING

PRE-ENGINEERED

TRUSSES AT 24" OC

WW1

AREA OF SNOW DRIFT, SEE NOTES

(3) 2x12 (3) 2x12 2 / 22 / 22 / 2 2 / 2(2

)2 x1

(2 )2 x1

2 / 2

2x6 FRAMING AROUND ATTIC ACCESS

SEE ARCH FOR LOCATION

APPROXIMATE LOCATIONS OF WALL OPENINGS FOR DUCTS RE: MECHANICAL

ENSURE DUCT OPENINGS ARE CENTERED BETWEEN STUDS

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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3/16" = 1'-0"1 FIRST FLOOR FOUNDATION PLAN

3/16" = 1'-0"2 ROOF FRAMING PLAN 20

/02 /10

CONCRETE FTG (SEE SCHEDULE). MATCH

BOTTOM OF EXISTING FOOTING

(MIN 42" BELOW FINISHED GRADE) EXISTING CONCRETE FOOTING. G.C.

TO VERIFY IN FIELD AND NOTIFY

STRUCTURAL ENGINEER IF ACTUAL

CONDITIONS VARY

(2) #5 x 12" LONG DRILLED & GROUTED INTO

EXISTING CONC FOOTING W/ 6" MIN EMBED

EXISTING MASONRY FOUNDATION

WALL. G.C. TO VERIFY IN FIELD AND

NOTIFY STRUCTURAL ENGINEER IF

ACTUAL CONDITIONS VARY

MASONRY FOUNDATION WALL:

SEE PLAN & SCHEDULE

CONCRETE FTG: SEE PLAN &

SCHEDULE

SEE ARCH FOR WALL

INSULATION AND FINISH 4" CONCRETE FLR SLAB WITH 6x6

W1.4xW1.4 WWF ON VAPOR

BARRIER ON 8" COMPACTED

DRAINAGE FILL

1/2" EXP JOINT (TYP)

GRADE VARIES

1'- 0"

3'- 4"

1/2" DIA. ANCHORS WITH 7" EMBEDMENT

INTO FOUNDATION WALL AND 3" SQUARE

PLATE WASHERS AT 6'-0" MAX SPACING

A x

4 x DIA - #3 THRU #84 x DIA OR 2 12" MIN

5 x DIA - #5 THRU #11

6 x DIA - #14 THRU #18

6"x6" WWF, SEE PLAN

VAPOR RETARDER

MDOT 2NS SAND CUSHION

FIN FLOOR

SEE PLAN

MDOT CLASS II SAND SUBBASE

CONCRETE SLAB-ON-GRADE

6" 4"

COMPETENT SUBGRADE

SEALANT & BACKER

ROD @ JOINT (TYP)

EX CMU FOUNDATION WALL

L4x4x5/16" ANCHORED W/ 3/4"x5"

EMBEDMENT, EPOXY OR EXP BOLTS @

24" OC, GROUT BLOCK CORES SOLID

NEW CMU FOUNDATION WALL

NOTCH CMU END BLOCK & INSTALL #6

VERT REINF @ GROUT FILLED CORE

CORNER EXPANSION COVER

SEE SPECIFICATIONS

SEE PLAN

#5 REBAR AROUND ENTIRE

THICKENED PERIMETER

FIN GRADE

SEE CIVIL

6" CONCRETE SLAB ON GRADE

WITH 6"x6" W2.9xW2.9 WWF

3" C

)1'-

4" 6" 10"

2X4 CONTINUOUS LATERAL RESTRAINT (CLR)

BRACE AT MIDPOINT OF TRUSS WEB MEMBER

REQUIRING BRACING. FASTEN TO EACH TRUSS WEB

MEMBER WITH (2) 16d COMMON NAILS. PROVIDE (2)

ROWS 2X4 LONGITUDINAL BRACES EQUALLY

SPACED WHERE REQUIRED BY TRUSS DESIGNER.

(1) TRUSS SPACING

OVERLAP AT SPLICES

2X4 CHEVRON BRACES CONT

ALONG CLR BRACE. FASTEN TO

EACH TRUSS WEB MEMBER WITH

(2) 16d COMMON NAILS.

A P

P R

O X

45° TY

TRUSSES AT 2'-0" OC, TYP

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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3/4" = 1'-0"1 FOUNDATION CONNECTION AT EXISTING

3/8" = 1'-0"2 FOUNDATION WALL SECTION

3/4" = 1'-0"3 TYP REBAR HOOK RADIUS

3/4" = 1'-0"4 TYP SLAB-ON-GRADE

1" = 1'-0"5 CMU WALL CONNECTION TO EXISTING

3/4" = 1'-0"6 MECHANICAL EQUIPMENT PAD DETAIL

1/2" = 1'-0"7 TYPICAL TRUSS WEB MEMBER LATERAL BRACING

/02 /10

CLCL

PT-2

X-XXX

SIM

X-XXX

SIM

1 / X-XXX

ALUMINUM

CONCRETE

BATT INSULATION

WOOD

ROUGH WOOD

RIGID INSULATION

SHIM

ACOUSTICAL TILE

EARTH / COMPACT FILL

POROUS FILL

CONCRETE MASONRY

UNITS

FACE BRICK

PLYWOOD

STEEL

GYPSUM WALL BOARD

8x8 TILE

12x12 TILEWOOD BOARD

SIDING NARROW

WOOD BOARD

SIDING WIDE

4x4 TILE

MATERIAL SYMBOL LEGEND

NATURAL STONE

CAST STONE

MINERAL WOOL

INSULATION

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUATION OF WORK

2. ALL WALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY, UNO.

3. FIELD VERIFY ALL PROJECT CONDITIONS PRIOR TO THE START OF WORK, AND AS NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. BRING ANY

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW

4. WHERE NEW WALL CONSTRUCTION ABUTS EXISTING, IN-LINE, AND/OR ON PLANS, DIRECTLY ALIGN NEW FINISH WALL SURFACE(S) WITH EXISTING

5. INFORMATION SHOWN IN ONE LOCATION ON THE DRAWINGS IS THE SAME AS IF SHOWN ON MULTIPLE LOCATIONS

6. TYPICAL CONDITIONS ARE NOTED ONLY ONCE

7. COORDINATE OPENINGS AND PENETRATIONS BETWEEN TRADES

8. FLOOR LEVELS BETWEEN ADJACENT MATERIALS MUST NOT EXCEED 1/4". PROVIDE APPROPRIATE TRANSITION STRIPS OR LEVEL FLOORS AS REQUIRED

9. PROVIDE REQUIRED FILLERS, SEALANT, OR TRIM AS NECESSARY TO CLOSE GAPS BETWEEN ADJACENT MATERIALS

GENERAL NOTES - ARCHITECTURAL

EXISTINGPROPOSED

(E)MB

24'-0"

CB = CHALKBOARD

MB = MARKER BOARD

TB = TACK BOARD

TS = TACK STRIP

LENGTH

DETAIL INDICATOR

SECTION DETAIL

INDICATOR

ALTERNATE DETAIL /

SECTION DETAIL

INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION

INDICATOR

EXTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION

INDICATOR

3D VIEW INDICATOR

X-XXX

SIM

PLAN NORTH

TRUE NORTH

MATCHLINE

SEE 1 / A101

X-XXX

SIM

_________________1

X-XXX

SIM

?00 00 00.A

M6P

PLPL

100' - 0" N/S 90.00 E/W

EXISTING CORNER PROPOSED CORNER

NEW CONSTRUCTION

NEW MASONRY CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE REMOVED

DOORS

CENTER LINE

ELEVATION MARK

MATCHLINE

EXISTING GRID LINE

PROPOSED GRID LINE

BUILDING LINE

SEPARATION INDICATOR

PROPERTY LINE INDICATOR

INDICATES EXISTING

SHEET KEYNOTE INDICATOR

REFERENCE KEYNOTE INDICATOR

REVISION INDICATOR

ROOM IDENTIFIER

WALL TYPE INDICATOR

WINDOW / LOUVER INDICATOR

(REFER TO WINDOW SCHEDULE)

DOOR INDICATOR

(REFER TO DOOR SCHEDULE)

GLAZING INDICATOR

(REFER TO PROJECT MANUAL)

GLAZING MODIFIER

(REFER TO STOREFRONT

ELEVATIONS)

NORTH INDICATOR

60" DIAMETER WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

T-SHAPED WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

CLEAR FLOOR SPACE

ICC A117.1 - 305.3

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

ICC A117.1 - 703.6.3.1

CLEARANCE LINES

? XXX

ARCHITECTURAL SYMBOLS LEGEND

BL1

101A

GL-1

TC-1

ROOM NAME

150 SF

1,254 Occ

ROOM NUMBER

ROOM AREA

OCC. COUNT

LEVEL

XXX' - XX"

S2436-12-RF CASEWORK INDICATOR

(REFER TO INTERIOR ELEVATIONS)

VISUAL DISPLAY BOARD INDICATOR

ACCESSORY, FURNITURE, FIXTURE,

AND EQUIPMENT INDICATOR

SIGNAGE INDICATOR

(REFER TO SCHEDULE)

ROOM NUMBER

WALL FINISH

BASE

FLOOR FINISH

VB-1

CPT-P_

PT-2

ROOM NAME

6'-4"

ROOM FINISH INDICATOR

FINISH INDICATOR

FINISH EXTENT INDICATOR

TRANSITION STRIP INDICATOR

X-XXX

LVTCT

[TS-1]

X-XXX

1 SIM

_________________1

X-XXX

FF&E

FINISHES

INDICATOR LINES

BUILDING ELEMENTS

ACCESSIBILITY

NOTES & ANNOTATIONSVIEW REFERENCES

68' EGRESS PATH

OCCUPANCY

F-1

S-1

1,997 SF

21 Occ

SIGN SHOP

583 SF

2 Occ

SIGN SHOP - STORAGE

537 SF

6 Occ

SHOP ADDITION

926 SF

10 Occ

SIGN SHOP

282 SF

17 Occ

BREAK ROOM

136 SF

2 Occ

OFFICE

TOILET

INDUSTRIAL: 100 GROSS SF/PERSON

BUSINESS/BREAK ROOM: 100 GROSS

SF/PERSON / 15 SF NET/PERSON

STORAGE: 300 GROSS SF/PERSON

EXISTING BUILDING ADDITION EXISTING BUILDING

FUNCTION OF SPACE:

(X'-X")

Path Label

XXX CALCULATED

XXX CAPACITY

MULTI-PURPOSE CHEMICAL

(CLASS ABC)

PORTABLE FIRE EXTINGUISHERS

FIRE

EXTINGUISHERS

ROOM NAME

ROOM NUMBER

ROOM AREA

NUMBER OF OCCUPANTS

CALCULATED OCCUPANT LOAD AT EGRESS COMPONENT

CAPACITY OF EGRESS COMPONENT

TRAVEL DISTANCE TO NEAREST EXIT

PATH OF EGRESS TRAVEL

TRAVEL DISTANCE TO EXITS = 200 FT MAX

COMMON PATH OF TRAVEL = 75' MAX

DEAD ENDS = 20' MAX

CODE PLAN LEGEND

ROOM NAME

150 SF

1,254 Occ

1/16" = 1'-0"1 LIFE SAFETY/OCCUPANCY PLAN

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

CONSULTANTS FOR INTERTEK

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A-001

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SEE LEGENDS ON A-002 FOR ACCESSORY

ABBREVIATIONS

& AND

@ AT

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

BOT BOTTOM

BRK BRICK

BSMT BASEMENT

CJ CONTROL JOINT

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

DN DOWN

DS DOWNSPOUT

EA EACH

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

SEE LEGENDS ON A-002 FOR ACCESSORY

ABBREVIATIONS

IN INCH / INCHES

LB POUND

LDG LANDING LEVEL

MAX MAXIMUM

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

No. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OPP HND OPPOSITE HAND

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

SEE LEGENDS ON A-002 FOR ACCESSORY

ABBREVIATIONS

QTY QUANTITY

R RISER

RD ROOF DRAIN

RO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

INSULATION

SD SMOKE DETECTOR

SF SQUARE FOOT

SIM SIMILAR

SQ IN SQUARE INCH

T TREAD

T&B TOP & BOTTOM

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WWF WELDED WIRE FABRIC

SEE LEGENDS ON A-002 FOR ACCESSORY

ABBREVIATIONS

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EXST EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FO FACE OF

FRTW FIRE RETARDANT TREATED WOOD

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

GB GYPSUM BOARD

GYP GYPSUM

HD HEAD

HDW HARDWARE

HVAC HEATING-VENTILATING-AIR

CONDITIONING

HW HOT WATER

CUT AND REMOVE

EXISTING WOOD T1-11

SIDING AND SHEATHING

BELOW NEW ROOF DECK;

REF: SECTIONS ON A-201.

REMOVE STUDS, SILL

PLATE, SHEATHING, &

MASONRY FOR NEW

DOORS: REF: A-101

FOR LOCATION

REMOV…

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File details come from the government source that posted it. Updated Mar 11, 2026.