24003879A_Full Set.pdf

PDF 5 MB Posted Apr 16, 2025

Attached to: 751/24162. DPL; Yankee Springs Shooting Range
Solicitation number: RFQ-171-250000000319-3
Issued by: Baraga County, Michigan

About this file

Written by GovTribe AI · Apr 21, 2025

The document is a comprehensive set of architectural and engineering design plans for the Yankee Springs Shooting Range project, prepared by Colliers Engineering and Design for the State of Michigan's Department of Technology, Management, and Budget (DTMB). The project involves constructing a new shooting range facility located at 10370 Gun Lake Road in Middleville, Michigan. The design documents include detailed site plans, foundation and framing plans, electrical diagrams, grading and erosion control plans, and architectural elevations. The facility appears to be a single-story wooden structure with multiple shooting lanes, storage areas, and associated infrastructure, designed to meet the 2015 Michigan Building Code and other relevant state and national construction standards.

The project is funded by the State of Michigan and will be constructed using wood frame construction with specific design considerations for durability, safety, and environmental compliance. The total building footprint is approximately 2,654 square feet, with a maximum allowable building size of 6,000 square feet. The design incorporates features like pressure-treated wood, concrete slab-on-grade foundation, asphalt shingle roofing, and specific electrical and structural specifications. The site plan includes provisions for underground electrical service, gravel access roads, and erosion control measures. The project timeline indicates design completion in March 2025, with architectural and engineering work performed by Colliers Engineering and Design based in Lansing, Michigan.

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Other files

File	Type	Posted
X100 TOPOGRAPHIC MAPPING.pdf	PDF	Apr 16, 2025
24003879A_Full Drawing Set_Addendum 01-4-11-2025.pdf	PDF	Apr 16, 2025
751-24162-Yankee Springs Shooting Range - Addendum No 1.pdf	PDF	Apr 16, 2025
DCSpec Yankee Springs Shooting Range.pdf	PDF	Apr 16, 2025
DTMB-0415 Advertisement_Yankee Springs.pdf	PDF	Apr 16, 2025
C200 SITE PLAN.pdf	PDF	Apr 16, 2025
Cover Sheet.pdf	PDF	Apr 16, 2025
Pre-bid Attendance List_4-7-2025.pdf	PDF	Apr 16, 2025

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OCCUPANCY CLASSIFICATION':

• USE GROUP: A-3

SPRINKLED: NO

CONSTRUCTION TYPE: VB

BUILDING DATA: ACTUAL ALLOWABLE

• SQUARE FOOTAGE: 2654 SF 6000 SF

• HEIGHT: 19 FT 40'-0"

• NO. OF STORIES: 1 1

FIRE RATING (BUILDING ELEMENTS): REQUIRED PROVIDED

• STRUSTURAL FRAME: 0-HOUR 0-HOUR

• BEARING WALLS (EXTERIOR): 0-HOUR 0-HOUR

• BEARING WALLS (INTERIOR): 0-HOUR 0-HOUR

• NON BEARING WALLS (EXTERIOR): 0-HOUR 0-HOUR

• NON BEARING WALLS (INTERIOR): 0-HOUR 0-HOUR

• ROOF CONSTRUCTION: 0-HOUR 0-HOUR

MEANS OF EGRESS: REQUIRED PROVIDED

• MINIMUM NUMBER OF EXITS: 1 1

• EXIT ACCESS TRVAEL DISTANCE 200' PER PLANS

• DEAD-END LIMIT: 20' N/A

• COMMON PATH OF TRAVEL LIMIT: 30' N/A

• CORRIDOR FIRE RATING: 0-HOUR 0-HOUR

BUILDING DATA & CODE SUMMARY

1. APPLICABLE CODES:

A. CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:

• MICHIGAN REHAB CODE FOR EXISTING BUILDINGS, 2015 EDITION

• MICHIGAN BUILDING CODE, 2015 EDITION

• ICC A117.1, 2009 EDITION

• INTERNATIONAL FIRE CODE, 2012 EDITION

• MICHIGAN MECHANICAL CODE, 2021 EDITION

• MICHIGAN PLUMBING CODE, 2021 EDITION

• NATIONAL ELECTRIC CODE, 2023 EDITION

WORK SHALL CONFORM TO FEDERAL, STATE AND LOCAL CODES AS

NTERPRETED BY THE AUTHORITY HAVING JURISDICTION.

2. COMPLIANCE:

A. PROVIDE FIRE EXTINGUISHERS IN CONFORMANCE WITH THE FIRE CODE

SECTION 906 AND COORDINATE WITH FIRE MARSHAL PRIOR TO

INSTALLATION. DO NOT INSTALL FIRE EXTINGUISHERS UNTIL LOCATIONS

HAVE BEEN REVIEWED AND APPROVED BY THE AUTHORITY HAVING

JURISDICTION.

B. OBTAIN ALL REQUIRED PERMITS AND PAYMENT OF PERMIT AND APPLICATION

FEES FOR THE WORK.

GENERAL NOTES

TOILET ROOMS:

• ON SITE, LESS THAN 500' PER MPC 403.3.3

ENTRANCE

STORAGE

137 SF

STAGING

328 SF

7 PEOPLE

UNOCCUPIED

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G000

DRAWING INDEX - WITH SCHEDULED...

00 - GENERAL

G000 COVER SHEET

01 - CIVIL

C200 SITE PLAN

C300 GRADING PLAN

C310 SESC PLAN

C311 SESC DETAILS

03 - STRUCTURAL

S001 GENERAL NOTES

04 - ARCHITECTURAL

A101 FIRST FLOOR PLAN

A103 FOUNDATION PLAN

A104 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A501 ENLARGED PLAN DETAILS

A521 SECTION DETAILS

A522 SECTION DETAILS

08 - ELECTRICAL

E001 LEGEND

ES001 SITE POWER PLAN

E101 FIRST FLOOR PLAN

E801 SCHEDULES

PROJECT LOCATION MAP

PROJECT CONTACT LIST DRAWING INDEX

CED PROJECT: 24003879A

YANKEE SPRINGS

SHOOTING RANGE

10370 Gun Lake Road, Middleville, Michigan 49333

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET

ARCHITECT

COLLIERS ENGINEERING AND DESIGN

DAVID MOSS, AIA

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517.827.8672

OWNER

STATE OF MICHIGAN,

DTMB

DAVID LENZ

430 W ALLEGAN ST.

LANSING, MI 48933

DATE: 03/21/2025

SITE

CIVIL ENGINEER

COLLIERS ENGINEERING AND DESIGN

ANNIA ALVAREZ-NODARSE, PE

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517 827 8667

ELECTRICAL ENGINEER

COLLIERS ENGINEERING AND DESIGN

ANGIE ROBINSON, PE

7050 WEST SAGINAW HWY. SUITE 200

LANSING, MI 48917

517 827 3354

SCALE : 1/16" = 1'-0"1 CODE COMPLIANCE DIAGRAM - FIRST FLOOR N

G R

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O A

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K E R

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APPROXIMATE AREA FOR

PROPOSED GATE. COORDINATE

WITH TENANT FOR EXACT

LOCATION

EX. TREES

EX. GATE TO REMAIN

EX. WOOD POSTS

APPROXIMATE LOCATION OF

BURIED COMMUNICATIONS

EX. BACKSTOP AND BENCHES TO

BE RELOCATED COORDINATE

WITH TENANT FOR DETAILS

PROPOSED

SHOOTING

RANGE

±2663 SQ.

FT.

22.0'

18.0'

34.0'

22.0'

5.0'

R60.0'

8.5'

(TYP.)

E X

V E R

H E A

D E

L E C

T R

GENERAL NOTES:

1. THE UNDERGROUND STRUCTURES AND UTILITIES SHOWN ON THESE

PLANS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORD

MAPS, THEY ARE NOT CERTIFIED TO THE ACCURACY OF THEIR

LOCATION AND/OR COMPLETENESS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE LOCATION AND EXTENT OF ALL

UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO ANY DIGGING

OR CONSTRUCTION ACTIVITIES IN THEIR VICINITY.

2. THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH

TITLE 29 OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH

REGULATIONS FOR CONSTRUCTION (OSHA).

3. ALL ROADS AND PRIVATE DRIVES SHALL BE KEPT CLEAN OF MUD, DEBRIS

ETC. AT ALL TIMES.

4. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE BUILDING

DIMENSIONS.

5. THE CONTRACTOR SHALL CONSULT THE CONSTRUCTION MANAGER

BEFORE DEVIATING FROM THESE PLANS.

6. IN ALL TRENCH EXCAVATIONS, CONTRACTOR MUST LAY THE TRENCH

SIDE SLOPES BACK TO A SAFE SLOPE, USE A TRENCH SHIELD OR PROVIDE

SHEETING AND BRACING.

7. ALL EXISTING SURFACE APPURTENANCES (I.E. WATER VALVES, CATCH

BASIN FRAMES AND GRATES, MANHOLE COVERS) WITHIN THE PROJECT

LIMITS SHALL BE ADJUSTED TO FINISHED GRADE.

8. AREAS DISTURBED OR DAMAGED AS PART OF THIS PROJECT'S

CONSTRUCTION THAT ARE OUTSIDE OF THE PRIMARY WORK AREA

SHALL BE RESTORED, AT THE CONTRACTOR'S EXPENSE, TO THE

SATISFACTION OF THE OWNER'S REPRESENTATIVE.

9. THE CONTRACTOR SHALL CALL "MISS DIG" AT LEAST 3 WORKING DAYS

(EXCLUDING WEEKENDS AND HOLIDAYS) PRIOR TO CONSTRUCTION.

10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE

CODES, ORDINANCES, DESIGN STANDARDS AND STANDARD

SPECIFICATIONS OF THE AGENCIES WHICH HAVE THE RESPONSIBILITY OF

REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL

ITEMS INCLUDED IN THESE PLANS.

11. UNLESS SPECIFICALLY STATED, THE CONTRACTOR SHALL APPLY FOR

AND OBTAIN ALL NECESSARY PERMITS AS REQUIRED FOR

CONSTRUCTION OF THIS PROJECT PRIOR TO THE BEGINNING OF WORK

FROM THE PREVIOUSLY MENTIONED AGENCIES.

12. THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION

OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND

PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

13. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION,

THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY COMPANY AND

COORDINATE THE WORK ACCORDINGLY. THERE SHALL BE NO CLAIM

MADE BY THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN

CONSTRUCTION DUE TO THE ADJUSTMENT OR RELOCATION OF

UTILITIES.

14. THE CONTRACTOR IS TO VERIFY THAT THE PLANS AND SPECIFICATIONS

THAT HE/SHE IS BUILDING FROM ARE THE VERY LATEST PLANS AND

SPECIFICATIONS THAT HAVE BEEN APPROVED BY ALL APPLICABLE

PERMIT-ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED

BY THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND

PERMITS HAVING TO BE ADJUSTED OR RE-DONE, SHALL BE DONE AT THE

CONTRACTOR'S EXPENSE.

15. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE

PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE

REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT-ISSUING

AGENCIES, HE/SHE SHALL SEEK CLARIFICATION IN WRITING FROM THE

CONSTRUCTION MANAGER BEFORE COMMENCEMENT OF

CONSTRUCTION. FAILURE TO DO SO SHALL BE AT THE SOLE EXPENSE

TO THE CONTRACTOR.

16. THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS INDICATING

ALL CHANGES AND DEVIATIONS FROM APPROVED DRAWINGS.

17. ALL SIGNS AND TRAFFIC CONTROL MEASURES DURING CONSTRUCTION

AND MAINTENANCE ACTIVITIES SHALL BE CONSTRUCTED AND

INSTALLED PER THE LATEST EDITION OF THE MICHIGAN MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES (M.M.U.T.C.D.).

18. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO

THE STANDARDS OF THE MICHIGAN DEPARTMENT OF

TRANSPORTATION.

SITE LEGEND:

PROPOSED GRAVEL

NUMBER OF PARKING SPACES

EXISTING GRAVEL

KEY NOTEA

KEY NOTES:

A. GRAVEL 6" 22A CRUSHED LIMESTONE OVER 4" OF

AGGREGATE BASE

B. CONCRETE SIDEWALK 4" NON-REINFORCED CONCRETE

OVER 4" AGGREGATE BASE

C. CONCRETE PAVEMENT 6" NON-REINFORCED CONCRETE

OVER 4" AGGREGATE BASE

D. VAULT BATHROOMS (BY OTHERS)

E. ADA STRIPPING AND SIGNAGE

F. WHEEL STOP (TYP.)

G. PROPOSED ELECTRICAL CONDUIT TO PROVIDE POWER FOR

LIGHTING AND GENERAL PURPOSE OUTLETS. CONDUIT TO

BE CONNECTED TO THE EXISTING UTILITY POLE EAST OF

THE GRAVES HILL TRAIL. COORDINATE EXACT LOCATION

AND CONNECTION WITH TENANT AND ELECTRICAL PLANS.

H. APPROXIMATE LOCATION OF PROPOSED TREE LINE

I. REMOVE EXISTING VEGETATION AS NECESSARY TO

ACCOMMODATE PROPOSED GRAVEL DRIVE.

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RELOCATED TREE LINE

PROPOSED CONCRETE

EXISTING TREE LINE

C200

SCALE : 1"=30'1 SITE PLAN

DEMO TREE LINE

EXISTING TREE LINE (TYP.)

R30.0'

R26.0'

R25.0'

R78.0'

1" = 30' SCALE BAR

30 60 90 FT

UNDERGROUND ELECTRIC SERVICE

796.20

795.87795.82

795.74

795.64

796.20 795.80

791.50

792.52

795.42

796.40

795.74

795.50

792.07

789.86

789.83

793.05

794.66

796.20

792.26

792.65

795.88

796.45

796.24

-1 .4

-1.0%

-3.1%

-2.4%

-2 .6

-2 .7

-5.5%

-5.2%

796.50

796.50796.50

796.50

HP=797.38

FF=796.50

796.85

796.12

796.30

796.00

796.31

796.10

795.90

796.01

C300

GRADING NOTES

1. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR REQUIRED

EROSION AND SEDIMENT CONTROL MEASURES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND

REMOVAL OF TEMPORARY SEDIMENTATION CONTROLS. EROSION

CONTROL MEASURES SHALL NOT BE REMOVED BEFORE VEGETATION HAS

OCCURRED COMPLETELY.

3. ALL SILT FENCE TO BE REPLACED WHENEVER THEY BECOME CLOGGED

OR INOPERABLE AND SHALL BE REPLACED AT A MINIMUM OF EVERY 3

MONTHS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF

TOPSOIL TO ALL DISTURBED AREAS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN EROSION CONTROL MEASURES AT ALL

TIMES.

5. SILT FENCE, JUTE MESH, AND/OR EROSION CONTROL BLANKETS WILL BE

USED ON STEEP SLOPES AND WHEREVER NECESSARY TO CONTROL

EROSION AND SILTATION OF EXISTING DRAINAGE SYSTEMS AS ORDERED

BY THE ENGINEER OR SPECIFIED ON PLANS.

6. THE CONTRACTOR SHALL DESIGNATE A MEMBER OF HIS/HER FIRM TO BE

RESPONSIBLE TO MONITOR EROSION CONTROL, EROSION CONTROL

STRUCTURES, TREE PROTECTION AND PRESERVATION THROUGHOUT

CONSTRUCTION.

7. ALL DISTURBED AREAS SHALL BE PROTECTED FROM EROSION EITHER BY

MULCH OR TEMPORARY SEEDING WITHIN 2 WEEKS OF DISTURBANCE.

8. ALL SITE GRADING MUST BE PERFORMED TO INSURE POSITIVE DRAINAGE

ACROSS THE ENTIRE SITE, THROUGHOUT THE PERIOD OF

CONSTRUCTION AND AFTER PROJECT COMPLETION.

9. ALL SEDIMENTATION AND SOIL EROSION CONTROL MEASURES SHALL BE

CONSTRUCTED PRIOR TO THE COMMENCEMENT OF SITE GRADING AND

MUST CONFORM TO PART 91 OF ACT 451 OF THE PUBLIC ACTS OF 1994

AS AMENDED. ALL APPLICABLE PERMITS SHALL BE OBTAINED BEFORE

IMPLEMENTING THESE MEASURES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING THE SEDIMENTATION AND SOIL

EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.

10. IN GENERAL, EARTHWORK AND PAVEMENT CONSTRUCTION SHOULD BE

PERFORMED IN ACCORDANCE WITHE THE LATEST MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION UNLESS OTHERWISE NOTED.

11. REMOVE ANY EXISTING TOPSOIL, ORGANIC SOILS, UNSUITABLE FILL,

VEGETATION, TREES AN OTHER DELETERIOUS MATERIALS TO EXPOSE

THE SUBGRADE SOIL, TREE ROOTS SHOULD BE COMPLETELY REMOVED.

12. EXCAVATE TO THE DEPTH OF THE FINAL SUBGRADE ELEVATION TO

ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF THE

RECOMMENDED PAVEMENT SYSTEM.

13. ON SITE FILL MATERIAL CAN BE USED IF THE SPECIFIED COMPACTION

REQUIREMENTS CAN BE ACHIEVED. IF ON SITE MATERIAL IS USED, IT

SHOULD BE CLEAN AND FREE OF FROZEN SOIL, ORGANICS, OR OTHER

DELETERIOUS MATERIALS.

14. THE FINAL SUBGRADE SHOULD BE THOROUGHLY PROOFROLLED USING

A LOADED TANDEM AXLE TRUCK UNDER THE OBSERVATION OF

GEOTECHNICAL/PAVEMENT ENGINEER. LOOSE OR YIELDING AREAS THAT

CANNOT BE MECHANICALLY STABILIZED SHOULD BE REMOVED AND

REPLACED WITH ENGINEERED FILL OR AS DICTATED BY FIELD

CONDITIONS.

15. THE AGGREGATE BASE SHOULD BE COMPACTED TO ACHIEVE A MINIMUM

OF 95 PERCENT OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY.

THE BASE AND SUBGRADE COMPACTION SHOULD EXTEND A MINIMUM

OF 12 INCHES BEYOND THE PAVED EDGE OR BACK OF CURB.

PROPOSED TOP OF CURB / BOTTOM OF CURB

ELEVATION

PROPOSED SPOT ELEVATION

TC=78.01

BC=77.51

77.73

76 PROPOSED MINOR CONTOUR

72 EXISTING CONTOUR

75 PROPOSED MAJOR CONTOUR

PROPOSED SLOPE

FINISHED FLOOR ELEVATIONFF=77.73

2.5%

GRADING LEGEND:

EXISTING ELEVATIONEG=77.73

SCALE : 1"=30'1 GRADING PLAN

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RIDGE LINE

SWALE

1" = 30' SCALE BAR

S53

2 793

E6 E8

-2 .7

E6 E8

-1.0%

E6 E8

-2.3%

-1 .5

-2 .6

-3.0%

-3.8%

SESC NOTES:

1. CONTRACTOR IS TO CONTACT THE DTMB OFFICE AT LEAST THREE (3)

DAYS PRIOR TO THE START OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL

SOIL EROSION CONTROL MEASURES DURING CONSTRUCTION. SESC

MEASURES SHOULD BE CHECKED DAILY AND AFTER STORM EVENTS FOR

EFFECTIVENESS. OWNER SHALL MAINTAIN ALL PERMANENT SESC

MEASURES AFTER CONSTRUCTION IS COMPLETE. ALL SESC MEASURES

SHALL BE CHECKED MONTHLY FOR ONE YEAR FOR EFFECTIVENESS. ANY

MEASURES THAT HAVE FAILED SHALL BE REPAIRED AND/OR REPLACED.

3. ALL TEMPORARY S.E.C. MEASURES SHALL BE MAINTAINED 30 DAYS AFTER

CONSTRUCTION IS COMPLETE OR UNTIL GRADED AREAS ARE

STABILIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

TEMPORARY SESC MEASURES.

4. ALL GRADED AREAS EXPOSED FOR MORE THAN 20 DAYS SHALL HAVE

STRAW MULCH APPLIED AT THE RATE OF 3 TONS / ACRE. AREAS NOT AT

FINISHED GRADE AND WHICH WILL BE DISTURBED AGAIN WITHIN ONE

YEAR MUST BE SEEDED AND MULCHED WITH QUICK GROWING

TEMPORARY SEEDING MIXTURE AND MULCH. AREAS WHICH ARE AT

FINISHED GRADE AND WILL NOT BE DISTURBED FOR A YEAR MUST BE

SEEDED AND MULCHED WITH A PERMANENT SEED MIXTURE.

5. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS

TO THE SITE FOR GRADING AND TO CONSTRUCT SEDIMENT BASINS,

SEDIMENT TRAPS, DIVERSION TERRACES, INTERCEPTOR CHANNELS,

AND/OR CHANNELS OF CONVEYANCE AS APPROPRIATE.

6. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED,

STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITH THE

TRIBUTARY AREAS OF THOSE CONTROLS.

7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST

BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS

OF ALL EROSION AND SEDIMENTATION CONTROL ON A DAILY BASIS

AND AFTER EACH STORM EVENT. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,

REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST BE

PERFORMED IMMEDIATELY.

8. APPROVAL OF THE SOIL EROSION PERMIT DOES NOT AUTHORIZE ANY

EARTH DISTURBANCE ACTIVITY OFF-SITE WITHOUT WRITTEN

PERMISSION FOR THAT EARTH DISTURBANCE ACTIVITY FROM THE

LANDOWNER.

9. NO DEWATERING IS PLANNED FOR THIS PROJECT. IF DEWATERING IS

REQUIRED, THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR

APPROVAL TO THE DTMB AND/OR EGLE AS REQUIRED. NO DEWATERING

SHALL COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED.

REFERS TO THE APPROPRIATE M.D.M.B. S.E.S.C.

KEYING SYSTEM DETAIL

SILT FENCE

LIMITS OF EARTH DISTURBANCE (0.70 ACRES)

SEED AND MULCH

COLOMA LOAMY SAND, 0 TO 6 PERCENT SLOPES

SOIL TYPES:

SESC LEGEND:

SEQUENCE OF CONSTRUCTION NOTES:

NOTE: THIS TEXT IS NOT INTENDED TO DICTATE A METHODS AND MEANS TO

THE CONTRACTOR. IT IS THE SUGGESTED PROCESS FOR

CONSTRUCTION ACTIVITIES IN ORDER TO MINIMIZE THE AMOUNT OF

SOIL EROSION TO THE SITE AND TO COMPLY WITH THE REQUIREMENTS

OF THE SOIL EROSION AND SEDIMENTATION CONTROL PERMIT. AS

PART OF THE PERMIT CONDITIONS, THE CONTRACTOR WILL BE HELD

TO THIS SCHEDULE AND TO THE SOIL EROSION PLAN. IF THE

CONTRACTOR SEES FIT, HE OR SHE MAY AMEND THIS SCHEDULE

AND/OR PLAN, BUT A REVISED WRITTEN SEQUENCING SCHEDULE

AND/OR SOIL EROSION PLAN MUST BE SUBMITTED TO THE DTMB FOR

APPROVAL PRIOR TO DEVIATING TO THIS SCHEDULE AND/OR PLAN.

STEP 1: INSTALL TEMPORARY SOIL EROSION CONTROL MEASURES

STEP 2: ROUGH GRADING: STRIPPING AND STOCKPILING TOPSOIL. AREAS

THAT WILL NOT BE FURTHER DISTURBED DURING THE COURSE OF

CONSTRUCTION SHALL BE IMMEDIATELY SEEDED WITH MULCH. EXCESS

MATERIAL SHALL EITHER BE STOCKPILED IN THE AREAS SHOWN ON THE

DRAWINGS, LEVELED ON SITE, OR DISPOSED OF OFF-SITE IN A LEGAL

MANNER. STOCKPILES SHALL BE TEMPORARILY STABILIZED WITH SILT

FENCE AND/OR TEMPORARY SEEDING.

STEP 4: BUILDING CONSTRUCTION

STEP 5: AREAS OUTSIDE THE INFLUENCE OF FURTHER CONSTRUCTION

ACTIVITIES SHALL BE FINAL GRADED AND STABILIZED WITH PERMANENT

SEED AND MULCH.

STEP 6: PAVING.

STEP 7: FINAL GRADING ALL REMAINING AREAS SHALL BE SEEDED AND

MULCHED WITHIN 5 DAYS OF FINAL GRADING.

STEP 8: TEMPORARY SOIL EROSION CONTROL MEASURES ARE TO BE REMOVED

WHEN PERMANENT MEASURES ARE IN PLACE AND THE AREA IS

STABILIZED.

CONTINUED MAINTENANCE OF ALL PERMANENT SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE

OWNER. MAINTENANCE RESPONSIBILITIES SHALL BECOME A PART OF ANY SALES

OR EXCHANGE AGREEMENT FOR THE LAND ON WHICH THE PERMANENT SOIL

EROSION AND SEDIMENTATION CONTROL MEASURES ARE LOCATED.

SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE

C310

SCALE : 1"=30'1 SESC PLAN

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LOAD DIAGRAMSDESIGN CRITERIA - GENERAL NOTES GENERAL NOTESGENERAL NOTES

A B L M N O

3' -2

TYP

3' - 2"

TYP

3' - 2"

3' -2

1.5

2.5

3.5

GENERAL

STRUCTURAL DESIGN CRITERIA

CAST-IN-PLACE CONCRETE

WOOD FRAMING

1. LUMBER SHALL BE GRADE STAMPED AS FOLLOWS:

A. STUDS, JOISTS, BEAMS, POSTS, ETC: AS NOTED ON PLANS

B. PLATES, BLOCKING: SPRUCE-PINE-FIR, SYP OR HEM-FIR STUD GRADE OR BETTER

2. ALL STRUCTURAL LUMBER WILL BE FREE OF SPLITS, CHECKS AND SHAKES.

3. NO WOOD MEMBER SHALL BE CUT, NOTCHED OR BORED, EXCEPT AS INDICATED ON THE STRUCTURAL

DRAWINGS. CONTACT THE ENGINEER OF RECORD PRIOR TO FRAMING MODIFICATIONS IF PENETRATIONS ARE

REQUIRED IN WOOD MEMBERS BY OTHER TRADES.

4. ALL TOPS OF COLUMNS AND WALLS SHALL BE ADEQUATELY BRACED UNTIL THE FLOOR DECK AND ROOF

SHEATHING ARE COMPLETELY NAILED IN PLACE.

5. ALL STRUCTURAL LUMBER SHALL BE FREE OF SPLITS, CHECKS AND SHAKES.

6. TYPICAL FASTENING OF WOOD FRAMING SHALL BE PER TABLE 2304.10.1 OF THE 2015 MICHIGAN BUILDING CODE, UNLESS OTHERWISE NOTED.

7. NAIL SIZES INDICATED ON THE DRAWINGS ARE BASED ON THE SIZES FOR COMMON NAILS. VERIFY THAT

DIAMETERS AND LENGTHS FOR COMMON NAILS ARE MET OR EXCEEDED IF POWER DRIVEN NAILS OR OTHER TYPES OF NAILS ARE UTILIZED. THE FOLLOWING ARE THE DIAMETERS AND LENGTHS FOR COMMON NAILS:

A. 8d / DIA-0.131" / LENGTH-2.5" B. 10d / DIA-0.148" / LENGTH-3" C. 16d / DIA-0.162" / LENGTH-3.5"

8. NAILS INTO SHEATHING SHALL BE DRIVEN SO THE HEAD IS FLUSH WITH THE SURFACE OF THE SHEATHING.

9. ALL WOOD SHEATHING (PLYWOOD OR OSB) SHALL BE RATED AS FOLLOWS:

A. ROOF - 5/8" APA SPAN RATED 32/16

B. WALL - 15/32" APA SPAN RATED 32/16

10. STEEL CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE GALVANIZED WITH ASTM A653 G185 COATING OR HAVE AN ALTERNATIVE COATING APPROVED BY THE TREATMENT SUPPLIER. FASTENERS IN

CONTACT WITH TREATED LUMBER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153.

11. WHERE STEEL CONNECTORS ARE SPECIFIED, FILL ALL PROVIDED FASTENER HOLES WITH FASTENERS SPECIFIED

BY THE MANUFACTURER.

DEFLECTION CRITERIA

FRAMING ELEMENT

ALLOWABLE DEFLECTION

FLOOR MEMBER

DEAD+LIVE

LIVE

ROOF MEMBER

DEAD+LIVE

LIVE

DEFLECTION LIMIT

L/240 L/360 L/180 L/240

1. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE ACI-318 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE."

2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A

REPRESENTATIVE OF AN APPROVED TESTING AGENCY.

3. PRIOR TO PLACEMENT OF CONCRETE, A FIELD REPRESENTATIVE SHALL BE INFORMED A MINIMUM OF 24 HOURS IN ADVANCE OF PLACEMENT, TO ALLOW FOR INSPECTION OF REINFORCING STEEL, AND PREPARATION FOR TAKING CONCRETE SAMPLES. INDEPENDENT TESTING IS REQUIRED FOR ALL CONCRETE PLACEMENTS. CONCRETE TO BE SAMPLE IN ACCORDANCE WITH ACI 318 AND APPLICABLE ASTM TESTING PROCEEDURES. QUANTITY OF SPECIMENS, FREQUENCY OF SAMPLING AND CYLINDER COMPRESSION TESTING SCHEDULE TO BE DETERMINED BY ACI 318, OWNERS REQUIREMENTS, AND / OR LOCAL JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT.

4. UNLESS NOTED OTHERWISE, STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING STRENGTH, AND DURABILITY

REQUIREMENTS:

EXPOSURE CLASS AIR MIN 28 DAY MAX W/C

TYPE F S W C CONTENT(*) COMP STRENGTH RATIO

INT SLAB-ON-GRADE F0 S0 W0 C0 1.0% - 3.0% 3000 PSI 0.55

EXT SLAB-ON-GRADE F3 S0 W0 C2 4.5% - 7.5% 5000 PSI 0.40

FDN/RETAINING WALLS F2 S0 W0 C1 4.5% - 7.5% 4500 PSI 0.45

EXT FOOTINGS/PIERS F2 S0 W0 C1 4.0% - 7.0% 4500 PSI 0.45

(*) AIR CONTENT ASSUMES TOTAL AIR CONTENT (ENTRAINED AND ENTRAPPED)

5. ALL CONCRETE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT SHALL BE AIR ENTRAINED PER ACI 318

BASED ON AGGREGATE SIZE, OR PER EXPOSURE CLASS, WHICHEVER IS MORE STRINGENT.

6. UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF +/-) WITH ALL CEMENT CONFORMING TO ASTM C150/C595, TYPE I / II. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND 3/4"

FOR WALLS AND SLABS, CONFORMING TO ASTM C33.

7. CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 318 FOR EACH TYPE OF CONCRETE APPLICABLE TO THE PROJECT PRIOR TO THE PLACEMENT OF CONCRETE FOR APPROVAL. THE ADDITION OF WATER AT THE PLANT OR IN THE FIELD GREATER THAN THE SPECIFIED WATER CONTENT IS PROHIBITED.

ADMIXTURE PRODUCT DATA SHALL BE SUBMITTED FOR APPROVAL.

8. THE USE OF HIGH EARLY STRENGTH CONCRETE MAY BE REQUESTED BY THE CONTRACTOR. MIX DESIGN DATA

USING FIELD CURED SPECIMENS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL.

9. ALL FORMWORK TO BE CONSTRUCTED IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE" WITHIN TOLERANCE LIMITS DEFINED IN ACI-117 "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION

AND MATERIALS."

10. CONCRETE FOR FOOTINGS IS TO BE POURED ON THE SAME DAY AS THE SUBGRADE PREPARATION IS APPROVED BY

THE INDEPENDENT INSPECTION AGENCY / GEOTECHNICAL ENGINEER.

11. CONCRETE SHALL NOT BE POURED OVER STANDING WATER, SATURATED OR FROZEN SOILS.

12. STRUCTURAL STEEL BELOW GRADE SHALL BE ENCASED IN CONCRETE WITH A MINIMUM COVER OF 2".

13. REVIEW ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS AND

ELEVATIONS OF ALL SLAB PENETRATIONS, FLOOR DRAINS, EQUIPMENTS PADS, TRENCHES, CHASES, ANCHOR BOLTS, ETC. ALL SLOTS, SLEEVES AND OTHER EMBEDDED ITEMS SHALL BE SET BEFORE CONCRETE IS PLACED.

REFER TO APPLICABLE DRAWINGS FOR SIZES AND LOCATIONS.

14. PLUMBING LINES AND ELECTRICAL CONDUITS ARE TO BE PLACED BELOW (NOT WITHIN) THE SLAB ON GRADE.

VERTICAL PENETRATIONS ARE PERMITTED.

15. UTILITY PIPING SHALL NOT PASS THROUGH FOOTINGS. TOP OF UTILITY PIPING MUST BE ATLEAST 12" BELOW BOTTOM OF WALL FOOTINGS OR ABOVE OR OTHERWISE FOOTINGS MUST BE LOWERED. COORDINATE LOCATIONS WITH CIVIL AND MEP DRAWINGS. ALL PIPE PENETRATIONS THROUGH FOUNDATION WALLS SHALL BE SLEEVED.

PROVIDE SCHEDULE 40 PVC PIPE SLEEVES TWO SIZES LARGER THAN PROPOSED PIPE OR CONDUIT. DO NOT CUT

OR BEND MAIN REINFORCING STEEL AT SLEEVE LOCATIONS.

16. ANY CUTTING/CORING OF CONCRETE IS PROHIBITED UNLESS APPROVED BY THE EOR.

17. CONTRACTOR SHALL PROVIDE THE FOLLOWING CONTRACTION AND ISOLATION JOINTS IN SLABS ON GRADE.

• ISOLATION JOINTS AT COLUMNS SHALL BE 1/2" PREFORMED JOINT FILLER, DIAMOND SHAPED, AS INDICATED ON

THE TYPICAL DETAILS.

• UNLESS NOTED OTHERWISE ON DRAWINGS, PROVIDE CONTRACTION JOINTS AT COLUMN LINES AND ADDITIONALLY AS REQUIRED SO THAT THE SPACING DOES NOT EXCEED 12 FEET AND THE AREA BOUNDED BY

JOINTS LENGTH TO WIDTH RATIO NOT EXCEED 1.5 TO 1.

• BEGIN SAW CUTTING ONCE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT DISLODGEMENT OF AGGREGATES. SAW CUTS ARE TO BE 1/4 SLAB DEPTH (1" MINIMUM) AND SHALL BE MADE WITHIN 12 HOURS OF

PLACING THE SLAB.

• AFTER CONCRETE PLACED FOR SLABS INSIDE THE BUILDING HAS CURED AND IS READY FOR PLACEMENT OF FLOOR FINISHES, ALL CONTROL JOINTS SHALL BE FILLED WITH AN APPROVED JOINT FILLER.

18. PROVIDE 1/2" PREFORMED JOINT FILLER AND CAULK WHERE ALL HORIZONTAL CONCRETE SURFACES MEET ANY

VERTICAL SURFACES.

19. PROVIDE 3/4" x 3/4" CHAMFER AT ALL EDGES OF EXPOSED CONCRETE COLUMNS, PIERS AND WALLS.

20. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM THE FOLLOWING IMMEDIATELY AFTER PLACEMENT:

• PREMATURE DRYING.

• HOT WEATHER, REFER TO ACI-305R "HOT WEATHER CONCRETING"

• COLD WEATHER / FREEZING, REFER TO ACI-306R "COLD WEATHER CONCRETING"

21. BEGIN THE SELECTED CURING METHOD OF CONCRETE SLABS WITHIN TWO HOURS AFTER SURFACE FINISHING OPERATIONS ARE COMPLETED. CURING METHOD SHALL REMAIN IN PLACE UNTIL THE CONCRETE HAS REACHED A

MINIMUM OF 75% OF THE REQUIRED 28 DAY COMPRESSIVE STRENGTH.

22. THE CONTRACTOR SHALL FINISH CONCRETE FLATWORK TO THE FOLLOWING RANDOM TRAFFIC FLOOR FINISH

TOLERANCES (ACI-117 4.8.5) WHEN MEASURED IN ACCORDANCE WITH ASTM E1155:

• SLAB ON GRADE

SPECIFIED OVERALL FF = 35 / FL = 25

MINIMUM LOCAL FF = 21 / FL = 15

* - LEVELNESS F-NUMBERS APPLY ONLY TO SLABS ON GRADE AND ELEVATED SLABS-ON-DECK THAT ARE

SHORED AT THE TIME OF TESTING.

1. DETAILING, FABRICATION, AND INSTALLATION OF REINFORCEMENT SHALL CONFORM TO ACI-318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," AND THE MOST RECENT ADDITIONS OF SP-66 "ACI DETAILING

MANUAL" AND THE CRSI "MANUAL OF STANDARD PRACTICE."

2. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING:

BARS, TIES, AND STIRRUPS ASTM A615 GRADE 60 (MIN. YIELD STRESS FY = 60 KSI)

WELDED WIRE FABRIC (WWF) ASTM A185

3. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR APPROVAL. PROVIDE AND SCHEDULE ON SHOP

DRAWINGS THE NECESSARY ACCESSORIES TO HOLD REINFORCEMENT SECURELY IN POSITION.

4. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS, STIRRUPS, OR CHAIRS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.

• MAXIMUM OF 4'-0" OC SPACING FOR CHAIRS IN SLABS.

5. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL BE AS

FOLLOWS:

• UNFORMED SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH 3.0"

6. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER

#6 THROUGH #18 BARS 2.0"

#5 BARS, 5/8" WIRE AND SMALLER 1.5"

• FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER

WALLS, SLABS, JOISTS

#14 AND #18 BARS 1.5"

#11 BARS AND SMALLER 1.0"

• BEAMS, GIRDERS AND COLUMNS:

PRINCIPAL REINFORCEMENT, TIES, STIRRUPS OR SPIRALS 1.5"

7. WHERE CONTINUOUS REINFORCEMENT IS SPECIFIED IT SHALL BE EXTENDED CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAP SHALL BE CLASS B TENSION LAP SPLICES PER ACI 318, UNLESS NOTED OTHERWISE ON PLANS. STAGGER REINFORCING LAP SPLICES A

MINIMUM OF 6 FEET.

8. REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE FOLLOWING, UNLESS NOTED OTHERWISE:

• CONSTRUCTION JOINTS

• FOUNDATION WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH COLUMN PIERS

9. WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE DETAILS AS DETERMINED BY THE ARCHITECT. IN NO CASE SHALL REINFORCEMENT BE LESS THAN

THE MINIMUM REINFORCEMENT PERMITTED BY THE APPLICABLE CODES.

10. WHERE REINFORCEMENT IS REQUIRED IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE

SECTION APPLIES.

11. DOWELS FROM FOOTINGS INTO WALLS AND PIERS SHALL MATCH BAR SIZE AND NUMBER, UNLESS NOTED

OTHERWISE.

12. WELDED WIRE FABRIC

• SHALL BE IN FLAT SHEETS

• LAP SHEETS ONE AND ONE-HALF SPACES (6" MINIMUM) AND WIRE TOGETHER AT 3'-0" OC MAX.

• SUPPORT SHEETS WITH APPROVED SLAB BOLSTERS OR CHAIRS AT NOT MORE THAN 4'-0" OC IN EACH

DIRECTION AT THE PROPER ELEVATION.

• SEE NOTES, TYPICAL DETAILS AND PLANS FOR MATERIAL, SIZE AND LOCATION.

13. REINFORCEMENT SHALL NOT BE TACK WELDED.

14. PROVIDE 2 - #4 x 3'-0" LONG TOP BARS AT ALL RE-ENTRANT CORNERS IN SLAB-ON-GRADE CONSTRUCTION.

15. INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AND A FIELD REPRESENTATIVE SHALL BE INFORMED A

MINIMUM OF 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT, TO ALLOW FOR INSPECTION OF THE

REINFORCING STEEL.

CONCRETE REINFORCEMENT

REFERENCED STANDARDS LISTED BELOW.

2. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND ALL OTHER APPLICABLE DISCIPLINE DRAWINGS. ANY CONFLICT BETWEEN NOTES, DETAILS, AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN.

3. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM THE DESIGN DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND/OR ENGINEER OF RECORD (EOR). CHANGES BY THE CONTRACTOR, DUE TO CONTRACTOR PROPOSED ALTERNATIVES OR TO CORRECT CONTRACTOR ERRORS/OMISSIONS, MUST BE SUBMITTED TO THE ARCHITECT/E.O.R FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCLUDING ENGINEERING FEES FOR REVIEW, OBSERVATIONS, STRUCTURAL CALCULATIONS, AND REVISIONS.

THE CONTRACTOR SHALL ALSO PROCESS THE REVISED PLANS REFLECTING ALL SUBSTITUTIONS THROUGH

THE APPROPRIATE OFFICE OF ALL GOVERNING AGENCIES.

4. THE STRUCTURE IS DESIGNED AS SELF SUPPORTING AFTER THE BUILDING IS FULLY COMPLETED. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. TEMPORARY BRACING, SHEETING, SHORING/ETC., TO ENSURE THE STRUCTURAL STABILITY OF THE NEW STRUCTURE, EXISTING STRUCTURES, SIDEWALKS, AND UTILITIES, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE LOCAL JURISDICTION. LOADS GREATER THAN THE INDICATED DESIGN LIVE LOADS SHALL NOT BE PLACED ON THE STRUCTURE. ALL CONSTRUCTION PROCESSES SHALL MEET ALL APPLICABLE OSHA

REQUIREMENTS.

5. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS OF ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPT FOR

LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.

6. ALL SECTIONS AND DETAILS, WHETHER EXPLICITLY CUT ON PLAN OR NOT, SHALL BE CONSIDERED TYPICAL AND SHALL APPLY AT SIMILAR CONDITIONS. SIGNIFICANT ADJUSTMENTS ACCOUNTING FOR VARYING CONDITIONS IN THE FIELD SHOULD BE SUBMITTED TO ARCHITECT AND/OR EOR FOR APPROVAL AND BE RESOLVED PRIOR TO

BEGINNING WORK.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COORDINATION INVOLVED TO PROVIDE OPENINGS, CHASES, EQUIPMENT PADS, HANGERS, INSERTS, SLEEVES, ETC. INDICATED ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS

SHALL NOT BE REVISED WITHOUT APPROVAL FROM THE ARCHITECT AND/OR EOR.

8. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS AND INFORMATION NOT SHOWN.

WORKING DIMENSIONS SHALL NOT BE SCALED FROM STRUCTURAL PLANS, SECTIONS, OR DETAILS. ANY REFERENCE TO WATERPROOFING AND FIREPROOFING ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE

ONLY, SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS.

9. CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS AND UTILTIES PRIOR TO STARTING ANY CONSTRUCTION. [STRUCTURAL MEMBER INFORMATION INDICATED AS EXISTING (EXST) ON DRAWINGS WAS OBTAINED DURING LIMITED FIELD OBSERVATIONS AND/OR FROM LIMITED DRAWINGS IF AVAILABLE. ACTUAL CONDITIONS MAY DIFFER FROM THAT WHICH IS INDICATED ON PLAN. IF FIELD CONDITIONS VARY FROM THOSE SHOWN ON CONTRACT DOCUMENTS, THE CONTRACTOR IS TO CONTACT THE ARCHITECT IMMEDIATELY.

10. SEISMIC DESIGN AND ANCHORAGE OF NON-STRUCTURAL COMPONENTS TO BE IN ACCORDANCE WITH ASCE 7-10 / REFERENCE STANDARDS BELOW AND ANY LOCAL MUNICIPAL CODES. SEISMIC ANCHORAGES OF NON-

STRUCTURAL COMPONENTS ARE NOT INDICATED ON THESE STRUCTURAL DRAWINGS, REFER TO

ARCHITECTURAL AND MEP DRAWINGS FOR MORE INFORMATION.

11. THESE DRAWINGS DO NOT DEFINE THE ENTIRE SCOPE OF THE CONTRACTOR OR SUBCONTRACTOR CONTRACTS. REFER TO ALL APPLICABLE ARCHITECTURAL, STRUCTURAL, AND OTHER DISCIPLINE DRAWINGS

AS REQUIRED.

1. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED FOR THIS SITE. THE CONTRACTOR, THROUGH THE CLIENT, IS RESPONSIBLE FOR OBTAINING A GEOTECHNICAL REPORT TO CONFIRM THE PRESUMPTIVE LOAD BEARING VALUES (IBC TABLE 1806-2) UNLESS WAIVED BY THE BUILDING OFFICIAL. COLLIERS ENGINEERING & DESIGN ASSUMES NO LIABILITY FOR THESE DESIGN ASSUMPTIONS OR FOR ANY FOUNDATION REDESIGN NECESSITATED

BY DIFFERING SOIL CONDITIONS.

2. FOUNDATION SYSTEM - CONCRETE WALLS, SLABS-ON-GRADE AND SPREAD FOOTINGS.

3. EXTERIOR CONSTRUCTION SHALL BE FOUNDED BELOW FINISHED GRADE AT A MINIMUM DEPTH OF 3'-6", UNLESS

NOTED OTHERWISE.

4. FOUNDATION UNITS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS, UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

5. ALL FOUNDATION ELEMENTS ARE TO BE PLACED ON UNDISTURBED APPROVED NATIVE SOIL OR ON 1'-0"

MINIMUM APPROVED COMPACTED STRUCTURAL FILL. STRUCTURAL FILL SHALL EXTEND 1'-0" MINIMUM BEYOND THE FOUNDATION ELEMENT AND THEN DOWNWARD TO NATURAL SOILS AT A SLOPE OF 2 HORIZ. TO 1 VERT.

6. EACH PRIME CONTRACTOR SHALL PROVIDE ALL TRENCHING WORK REQUIRED FOR ITS CONTRACT, INCLUDING TRENCH EXCAVATION, AND BACKFILL (WITH ACCEPTABLE FILL, SEE GEOTECHNICAL REPORT) TO WITHIN 1'-0" OF FINISH GRADE/FLOOR. ALL TRENCHING WORK WITHIN THE BUILDING FOOTPRINT SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. GENERAL CONTRACTOR MUST ACCEPT, IN WRITING, THE QUALITY OF THE TRENCH BACKFILL OF OTHER PRIME CONTRACTORS BEFORE BEGINNING WORK OVER THE TOP OF THE TRENCH.

7. EXCAVATION AND BACKFILL OPERATIONS SHALL BE MAINTAINED IN A DRY CONDITION. SURFACE AND INFILTRATING WATER SHALL BE REMOVED BY SITE GRADING AND PUMPING FROM SUMPS AS REQUIRED.

8. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SUBGRADE MATERIAL.

9. PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETED.

10. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION SAFETY. EXCAVATIONS MUST BE PERFORMED IN

ACCORDANCE WITH THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

11. PROVIDE TEMPORARY OR PERMANENT SUPPORTS WHETHER SHORING, SHEETING OR BRACING SO THAT NO

HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS OR

UTILITIES ADJACENT TO THE PROJECT SITE.

FOUNDATION NOTES

A. GOVERNING CODES

a. BUILDING CODE 2015 MICHIGAN BUILDING CODE

b. GENERAL DESIGN LOADS ASCE 7-10

c. CONCRETE ACI 318-14

d. WOOD AWC NDS-2015 & SDPWS-08

e. STEEL FRAMING AISC 360-10 & AISC 341-10

B. RISK CATEGORY II

C. ROOF

a. DEAD LOAD

• ROOFING 03 PSF

• SHEATHING 03 PSF

• MISC 04 PSF

• STRUCTURE 06 PSF

• TOTAL ROOF DEAD LOAD 16 PSF

b. LIVE LOAD 20 PSF

D. GROUND FLOOR (SLAB-ON-GRADE)

a. LIVE LOAD 100 PSF

E. SNOW LOADS

a. GROUND SNOW LOAD Pg 35 PSF

b. FLAT ROOF SNOW LOAD Pf 29.4 PSF

F. WIND LOADS

a. WIND VELOCITY 115 MPH

b. EXPOSURE CATEGORY B

c. ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED

G. SEISMIC DESIGN DATA

a. SEISMIC DESIGN CATEGORY B

b. SEISMIC IMPORTANCE FACTOR 1.00

c. SEISMIC SITE CLASS (SOILS) B

d. SEISMIC RESISTING SYSTEM

• BUILDING FRAME SYSTEMS

• LIGHT-FRAME (WOOD) WALLS

e. RESPONSE MODIFICATION FACTOR 7.0

f. DEFLECTION AMPLIFICATION FACTOR 4.5

g. EARTHQUAKE SPECTRAL RESPONSE

• ACCELERATION AT SHORT PERIODS Ss = 0.080

h. EARTHQUAKE SPECTRAL RESPONSE

• ACCELERATION, PERIOD = 1 SECOND S1 = 0.046

i. DESIGN 5% DAMPED, SPECTRAL RESPONSE

• ACCELERATION AT SHORT PERIODS SDS = 0.085

j. DESIGN 5% DAMPED, SPECTRAL RESPONSE

ACCELERATION, PERIOD = 1 SECOND SD1 = 0.074

k. SEISMIC BASE SHEAR V = 0.012 W

l. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE

COMPONENT AND CLADDING WIND LOAD SCHEDULE

ROOF ENCLOSURE STRUCTUREEFFECTIVE

WIND AREA

(SQ FT) CORNER ZONE (PSF)

5/-46

5/-38

4/-26

EDGE ZONE (PSF)

3/-18

5/-30

5/-26

4/-21

3/-18

<= 10

INTERIOR ZONE (PSF)

5/-16

4/-15

3/-15

WALL ENCLOSURE STRUCTURE

EDGE ZONE (PSF)

16/-23

16/-21

14/-19

14/-18

INTERIOR ZONE (PSF)

16/-18

16/-17

14/-16

14/-15

3/-18 3/-18>=500 3/-15 12/-13 12/-13

NOTES:

1. SEE ASCE 7-10, CHAPTER 30, PART 3. BUILDINGS WITH H < 60 FT FOR DESIGN METHOD USED TO CALCULATE

ULTIMATE COMPONENT AND CLADDING WIND LOADS. LOADS SHOWN IN TABLE ABOVE ARE ULTIMATE

COMPONENT AND CLADDING WIND LOADS

2. PER ASCE 7-10, CHAPTER 30. SECTION 30.2.2, THE MINIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND PRESSURES SHALL NOT BE LESS THAN A NET PRESSURE OF 16.0 PSF ACTING IN EITHER DIRECTION

NORMAL TO THE SURFACE

3. POSITIVE PRESSURES ACT TOWARDS THE SURFACE. NEGATIVE PRESSURES ACT AWAY FROM THE SURFACE

4. LINEARLY INTERPOLATE PRESSURES FOR EFFECTIVE WIND AREAS BETWEEN THOSE SCHEDULED OR USE

PRESSURES FOR THE SMALLER EFFECTIVE WIND AREA

INTERIOR ZONE

EDGE ZONE

CORNER ZONE

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D C

O N

U C

N D

N O

P R

A R Y

N O

N A L

O R D

C O N S

U C

O N

C H

W es t S ag in aw

H w y.

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S001

SCALE : 12" = 1'-0"1 COMPONENT AND CLADDING WIND LOAD SCHEDULE

A201

A2012

A201

A301

ENTRANCE

STORAGE

FACILITY

CANOPY OVERHANG

LANE #1

LANE #2

W N

1/ 2%

LANE #4

LANE #1

LANE #2

LANE #3

LANE #4

BENCHES

N.I.C.

A B C D E F G H I J K L M

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

N O

112' - 0"

5' -6

-6

5' -6

-6

5' -0

-0

4' - 1" 3' - 11" 8' - 0" 2' - 6"

92' - 1" 14' - 5" 5' - 6"

112' - 0"

8" 5'

-1 1/

8" 5'

-6

5' -6

-1 1/

7/ 8"

A501

1.5

2.5

3.5 A501

A501

SIDING TO INTERIOR

SIDING TO EXTERIOR

A501

Sim

W N

1/ 2%4

A103

LANE #3

A522

A. ALL WOOD MUST BE PRESSURE TREATED OR APPROVED

OTHERWISE BY OWNER.

B. REFER TO DETAIL A-103 FOR SPECIFIC INFORMATION ON CONCRETE

SLAB SLOPES AND POST ELEVATIONS.

C. ALL ROOF LINE AND BEAM ELEVATIONS ARE LEVEL AND DO NOT

FOLLOW THE FINISH CONCRETE SLAB GRADE. REFER TO SECTION

CUTS AND ELEVATIONS FOR SPECIFIC INFORMATION.

D. ALL FASTENERS, WOOD MEMBERS, SHEATHING, ROOFING,

CONCRETE MIX DESIGNS, AGGREGATE MATERIAL, COLUMN

ANCHORS, JOIST HANGERS, POST CAPS, AND HURRICANE STRAPS

MUST BE SUBMITTED AND APPROVED BY THE OWNER PRIOR TO

INSTALLATION OF THE SPECIFIC MATERIAL.

E. DEFLECTION MEMBERS WILL BE PLACED 1.0' O.C. AT 45 (DEG) TO THE

HORIZONTAL PLANE. THE GLARE SCREENS WILL BE STAGGERED

BETWEEN EACH SHOOTING LANE BY 0.5'. (REFER TO FRAMING PLAN

FOR LAYOUT AND SECTION A-104 FOR HORIZONTAL ALIGNMENT.)

F. TONGUE AND GROOVE SIDING IS TO BE FASTENED ON THE INTERIOR

SIDE OF THE ARCHERY RANGE WITH NO GAPS OR BREAKS

THROUGHOUT THE LENGTH OF THE WALL.

G. PROVIDE A 2" SPACE BETWEEN THE TOP OF GRADE AND THE

BOTTOM OF THE TONGUE AND GROOVE SIDING. THIS EXCLUDES THE

STORAGE FACILITY.

H. THE FOOTING AND SLABS ARE TO BE PLACED SEPARATELY.

FOOTINGS ARE REQUIRED TO BE PLACED FIRST FOLLOWED BY THE

SLAB.

I. ALL LUMBER TO BE SYP #1 OR BETTER, UNLESS NOTED OTHERWISE.

J. INDICATES 2-2x4 KNEE BRACE AT 45 DEGREES. BOTTOM OF

BRACE @ 3' BELOW TOP OF POST.

GENERAL NOTES

7' -0

2" 3' - 0" 2"

GALV. H.M.

FRAME,

PAINTED

GALV. H.M.

DOOR, PAINTED

DOOR HARDWARE SETS:

3 EA

1 EA

3 EA

HINGE MPB91 x NRP 4 1/2" x 4 1/2" US32D McKINNEY

CYLINDRICAL STROREROOM LOCK 3480 SCC MK ARC US32D McKINNEY

SURFACE CLOSER 5100 HDCS ALM HAGER

THRESHOLD 424 36" NATIONAL GUARD

GASKETING 160VA 1/36" 2/84" NATIONAL GUARD

SWEEP C627A X 36" NATIONAL GUARD

SILENCER 608 ROCKWOOD

X75 1/2

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Y ,M

A N

A G

T A

N D

B U

D G

F M

A D

A M

H ,R

A ,N

C A

R B

A N

D B

D M

A N

D C

O N

U C

N D

N O

P R

A R Y

N O

N A L

O R D

C O N S

U C

O N

C H

W es t S ag in aw

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A101

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

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

DOOR - TYPE 12

A201 3

A B C D E F G H I J K L M N O

EDGE OF CONCRETE SLAB

1/ 2%

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

112' - 0"

5' -6

-6

5' -6

-6

5' -0

-0

1.5

2.5

3.5

A103

F.2.0F.2.0

F.2.0 F.2.0 F.2.0

F.2.0

F.2.0F.2.0F.2.0

F.2.0 F.2.0

F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5

F.1.5

F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5 F.1.5

F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5F.1.5

F.1.5

0' - 0"

-0' - 1"

0' - 0"

RIDGE

6" SLAB ON GRADE JOINTED @

12' OC AND AROUND COLUMNS

W/6X6 - W1.4 X W1.4 WWF

14' - 5 1/4" 5' - 5 7/8"

6" SLAB ON GRADE JOINTED @

12' OC AND AROUND COLUMNS

W/6X6 - W1.4 X W1.4 WWF

A. ALL WOOD MUST BE PRESSURE TREATED OR APPROVED

OTHERWISE BY OWNER.

B. REFER TO DETAIL A-103 FOR SPECIFIC INFORMATION ON CONCRETE

SLAB SLOPES AND POST ELEVATIONS.

C. ALL ROOF LINE AND BEAM ELEVATIONS ARE LEVEL AND DO NOT

FOLLOW THE FINISH CONCRETE SLAB GRADE. REFER TO SECTION

CUTS AND ELEVATIONS FOR SPECIFIC INFORMATION.

D. ALL FASTENERS, WOOD MEMBERS, SHEATHING, ROOFING,

CONCRETE MIX DESIGNS, AGGREGATE MATERIAL, COLUMN

ANCHORS, JOIST HANGERS, POST CAPS, AND HURRICANE STRAPS

MUST BE SUBMITTED AND APPROVED BY THE OWNER PRIOR TO

INSTALLATION OF THE SPECIFIC MATERIAL.

E. DEFLECTION MEMBERS WILL BE PLACED 1.0' O.C. AT 45 (DEG) TO THE

HORIZONTAL PLANE. THE GLARE SCREENS WILL BE STAGGERED

BETWEEN EACH SHOOTING LANE BY 0.5'. (REFER TO FRAMING PLAN

FOR LAYOUT AND SECTION A-104 FOR HORIZONTAL ALIGNMENT.)

F. TONGUE AND GROOVE SIDING IS TO BE FASTENED ON THE INTERIOR

SIDE OF THE ARCHERY RANGE WITH NO GAPS OR BREAKS

THROUGHOUT THE LENGTH OF THE WALL.

G. PROVIDE A 2" SPACE BETWEEN THE TOP OF GRADE AND THE

BOTTOM OF THE TONGUE AND GROOVE SIDING. THIS EXCLUDES THE

STORAGE FACILITY.

H. THE FOOTING AND SLABS ARE TO BE PLACED SEPARATELY.

FOOTINGS ARE REQUIRED TO BE PLACED FIRST FOLLOWED BY THE

SLAB.

I. ALL LUMBER TO BE SYP #1 OR BETTER, UNLESS NOTED OTHERWISE.

J. INDICATES 2-2x4 KNEE BRACE AT 45 DEGREES. BOTTOM OF

BRACE @ 3' BELOW TOP OF POST.

GENERAL NOTES

SLAB HIGH POINT

0' - 0"

4" MIN. SAND SUBBASE

6" MIN CONCRETE SLAB

1/2" EXPANSION JOINT TYP.

8X8 WOOD POST

SIMPSON POST BASE MPB88Z

4-#5 BARS VERT W/ #4 TIES AT

12" OC W/2 IN TOP 12"

2'-0" DIA CONCRETE FOOTING

4' -0

EQEQ

5/4" TONGUE AND GROOVE WOOD

SIDING

2" SLAB HIGH POINT

0' - 0"

4" MIN. SAND SUBBASE

6" MIN CONCRETE SLAB

1/2" EXPANSION JOINT TYP. AROUND

COLUMN.

8X8 WOOD POST

SIMPSON POST BASE MPB88Z

4' -6

4-#5 BARS VERT W/ #4 TIES AT

12" OC W/2 IN TOP 12"

1'-6" DIA CONCRETE

FOOTING

EQ EQ

SLAB HIGH POINT

0' - 0"

1/2"3 1/2"1 1/4"

5/4" TONGUE AND GROOVE

WOOD SIDING

1/2" PLYWOOD SHEATHING

4" SAND

SUBBASE

6" MIN. CONCRETE SLAB

1/2" EXPANSION JOINT

1 6" 6"

2x4 WOOD STUD @ 1'-4" O.C.

2x4 P.T. SILL PLATE

6" CONCRETE SLAB

5" BARS @ TOP & BOTTOM.

#4 @ 18" LONG BENT

DOWELS AT 18" O.C.

X75 1/2

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A N

A G

T A

N D

B U

D G

F M

A D

A M

H ,R

A ,N

C A

R B

A N

D B

D M

A N

D C

O N

U C

N D

N O

P R

A R Y

N O

N A L

O R D

C O N S

U C

O N

C H

W es t S ag in aw

H w y.

S ui te

La ns in g, M I 4 of fic e:

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co m D.

A103

SCALE : 3/16" = 1'-0"1 FOUNDATION PLAN N

SCALE : 3/4" = 1'-0"2 FOOTING F.2.0 DETAIL

SCALE : 3/4" = 1'-0"3 FOOTING F.1.5 DETAIL

SCALE : 1 1/2" = 1'-0"4 DETAIL

A301

A B C D E F G H I J K L M N O

CANOPY OVERHANG2' - 1"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0"

8' - 0" 88' - 0" 16' - 0"

112' - 0"

5' -6

-6

5' -6

-6

5' -0

-0

.S P.

5' -6

-6

2-2x8 TYP 2-2x8 TYP

2-2x8 TYP2-2x8 TYP

2- 2x

3- 2x

2- 2x

2x8 TYP2-2x8 TYP

2x8 TYP

2- 2x

1' - 0"

2-2x8 LOW

2-2x8

2x8 LOW

2x8 @ 12" O.C.

45 DEG ANGLE

TYP.

2x8 TYP

8x8 COLUMN TYP.

2- 2x

W 2-

1.5

2.5

3.5

2' - 1"

A104

A104 3 4

A521

5' -3

7/ 8"

5' -6

-6

5' -3

7/ 8"

A522

2' - 1"

2' -1

2' - 0 1/8" 2' - 1"

2' -1

2' - 1"

2' -1

2' - 1"

2' -1

2x6 RAKING @

1'-4" ALONG

SLOPE

2x6 RAKING @

1'-4" ALONG

SLOPE

2x6 RAKING @

1'-4" ALONG

SLOPE

2x6 RAKING @

1'-4" ALONG

SLOPE

KNEE BRACE. TYP.

TYP.

2x4 KNEE

WALL (ABOVE

BEAM)

2x8 TYP

2x8 TYP 2x8 TYP

A. ALL WOOD MUST BE PRESSURE TREATED OR APPROVED

OTHERWISE BY OWNER.

B. REFER TO DETAIL A-103 FOR SPECIFIC INFORMATION ON CONCRETE

SLAB SLOPES AND POST ELEVATIONS.

C. ALL ROOF LINE AND BEAM ELEVATIONS ARE LEVEL AND DO NOT

FOLLOW THE FINISH CONCRETE SLAB GRADE. REFER TO SECTION

CUTS AND ELEVATIONS FOR SPECIFIC INFORMATION.

D. ALL FASTENERS, WOOD MEMBERS, SHEATHING, ROOFING,

CONCRETE MIX DESIGNS, AGGREGATE MATERIAL, COLUMN

ANCHORS, JOIST HANGERS, POST CAPS, AND HURRICANE STRAPS

MUST BE SUBMITTED AND APPROVED BY THE OWNER PRIOR TO

INSTALLATION OF THE SPECIFIC MATERIAL.

E. DEFLECTION MEMBERS WILL BE PLACED 1.0' O.C. AT 45 (DEG) TO THE

HORIZONTAL PLANE. THE GLARE SCREENS WILL BE STAGGERED

BETWEEN EACH SHOOTING LANE BY 0.5'. (REFER TO FRAMING PLAN

FOR LAYOUT AND SECTION A-104 FOR HORIZONTAL ALIGNMENT.)

F. TONGUE AND GROOVE SIDING IS TO BE FASTENED ON THE INTERIOR

SIDE OF THE ARCHERY RANGE WITH NO GAPS OR BREAKS

THROUGHOUT THE LENGTH OF THE WALL.

G. PROVIDE A 2" SPACE BETWEEN THE TOP OF GRADE AND THE

BOTTOM OF THE TONGUE AND GROOVE SIDING. THIS EXCLUDES THE

STORAGE FACILITY.

H. THE FOOTING AND SLABS ARE TO BE PLACED SEPARATELY.

FOOTINGS ARE REQUIRED TO BE PLACED FIRST FOLLOWED BY THE

SLAB.

I. ALL LUMBER TO BE SYP #1 OR BETTER, UNLESS NOTED OTHERWISE.

J. INDICATES 2-2x4 KNEE BRACE AT 45 DEGREES. BOTTOM OF

BRACE @ 3' BELOW TOP OF POST.

GENERAL NOTES

45.00°

BEAM PER PLAN

SIMPSON KBSIZ

EA SIDE

2-2X4 BRACE

SIMPSON GA2 EA

SIDE

COLUMN PER PLAN

3' -0

45.00°

KNEE BRACE

SYMMETRICAL

WHERE INDICATED.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING LOCAL MUNICIPAL CODES AND SPECIFICATIONS (INCLUDING SUPPLEMENTS) FOR THIS TYPE OF CONSTRUCTION. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE [WITH THE GOVERNING CODES AND REFERENCED STANDARDS LISTED BELOW] / [TO THE INTERNATIONAL BUILDING CODE 2009 (IBC 2009) AS ADOPTED BY THE PENNSYLVANIA UCC

ADMINISTRATION AND ENFORCEMENT.]

3. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM THE DESIGN DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD (EOR). CHANGES BY THE CONTRACTOR, DUE TO CONTRACTOR PROPOSED ALTERNATIVES OR TO CORRECT CONTRACTOR ERRORS/OMISSIONS, MUST BE SUBMITTED TO THE EOR FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCLUDING ENGINEERING FEES FOR REVIEW, OBSERVATIONS, STRUCTURAL CALCULATIONS, AND REVISIONS. THE CONTRACTOR SHALL ALSO PROCESS THE REVISED PLANS REFLECTING ALL SUBSTITUTIONS THROUGH THE APPROPRIATE OFFICE OF ALL GOVERNING

AGENCIES.

OF THE ENGINEER.

SHOULD BE SUBMITTED TO EOR FOR APPROVAL AND BE RESOLVED PRIOR TO BEGINNING WORK.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COORDINATION INVOLVED TO PROVIDE OPENINGS, CHASES, EQUIPMENT…

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File details come from the government source that posted it. Updated Apr 20, 2025.