8-2-CR27029-27242490 Approved Plans.pdf

LANDSCAPING

8610 SOUTH SANDY PARKWAY,SUITE 200

SANDY, UTAH 84070

Phone: 801.255.770

McNEIL ENGINEERING

STRUCTURAL ENGINEER

8610 SOUTH SANDY PARKWAY,SUITE 200

SANDY, UTAH 84070

Phone: 801.255.770

McNEIL ENGINEERING

MEP ENGINEER

1837 S E BAY BLVD,

PROVO, UTAH 84606

Phone: 801.375.2228

ROYAL ENGINEERING

ARCHITECT

8610 SOUTH SANDY PARKWAY,SUITE 200

SANDY, UTAH 84070

Phone: 801.255.770

GREENE ARCHITECTURE

GEOTHECNICAL ENGINEER

600 SOUTH SANDY PARKWAY,SUITE 200

SANDY, UTAH 84070

Phone: 801.566.6399

AGEC - APPLIED GEOTECHNICAL

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

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CONSTRUCTION DOCS

VETERAN'S CEMETERY COMMITTAL

CONSTRUCTION DOCS - AUGUST 2026

COVER SHEET

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DESIGN TEAM

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

10/22/2026

SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS REQUIRED.

TO RECEIVE A CERTIFICATE OF SUBSTANTIAL COMPLETION ON THIS PROJECT THE

FOLLOWING REQUIREMENTS MUST BE MET:

1. THE STATUS OF THE WORK MUST TRULY BE SUBSTANTIALLY COMPLETE WITH

MINIMAL, OR NO PUNCH LIST ITEMS AS DETERMINED BY THE ARCHITECT AND

OWNER. A SUBSTANTIALLY COMPLETE PROJECT WILL INCLUDE THE FOLLOWING:

A. CONTRACTOR WILL PERFORM THEIR OWN PRE-SUBSTANTIAL QUALITY

CONTROL INSPECTION OF THE PROJECT AND PROVIDE THE ARCHITECT AND

OWNER WITH A REPORT OF ANY DEFICIENCIES FOUND AND THE PROPOSED

RESOLUTION FOR THEM.

B. THE ROOFING SYSTEM(S) MANUFACTURER WILL PERFORM A FINAL

WARRANTY INSPECTION AND THE CONTRACTOR WILL PROVIDE ARCHITECT

AND OWNER WITH MANUFACTURER’S INSPECTION REPORT AND

DOCUMENTATION OF ALL DEFICIENCIES IDENTIFIED AND/OR RESOLVED.

2. CONTRACTOR MUST HAVE ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS

CLEARED ON EDMS, WHICH MAY INCLUDE, BUT IS NOT LIMITED TO: DEFERRED

SUBMITTALS, FLAGGED CODE AND SPECIAL INSPECTION ITEMS RESOLVED,

STRUCTURAL OBSERVATION ISSUES RESOLVED, CERTIFICATE OF FIRE CLEARANCE,

AND FINAL CODE REPORT UPLOADED. CONTRACTOR TO REVIEW EDMS FOR PROJECT

SPECIFIC REQUIREMENTS.

3. NO OUTSTANDING PROPOSED CHANGE ORDERS (PCO) OR CHANGE ORDERS (CO)

TO RESOLVE AND/OR PROCESS.

4. ALL CLOSEOUT DOCUMENTATION (SEE THE DFCM'S PROJECT CLOSEOUT

CHECKLIST) MUST HAVE BEEN TURNED INTO THE ARCHITECT FOR REVIEW. THE ONLY

EXCEPTION WOULD BE THE DFCM ROOFING MANUFACTURER'S WARRANTY AND THE

DFCM ROOFING INSTALLER'S WARRANTY, WHICH REQUIRE THE SUBSTANTIAL

COMPLETION DATE.

5. FAILURE TO COMPLETE THESE ITEMS WITHIN YOUR CONTRACT TIMELINE MAY

RESULT IN THE STATE PF UTAH DFCM CHARGING LIQUIDATED DAMAGES.

APPLICABLE CODES

International Building Code:

International Mechanical Code:

International Plumbing Code:

International Fire Code:

National Electrical Code:

Uniform Code for Building Conservation:

ADA Accessibility Guidelines:

A. Occupancy and Group:

Change in Use: YES NO Mixed Occupancy: YES NO Special Use and Occupancy (i.e. High Rise, Covered Mall):

B. Seismic Design Category: Design Wind Speed:

C. Type of Construction (circle one):

D. Fire Resistance Rating - Requirements for the Exterior Walls based on the fire separation distance (in hours):

North: East: South: West:

E. Mixed Occupancies: Non-separated Uses:

F. Sprinklers:

Required: Provided: Type of Sprinkler System:

G. Number of Stories: Building Height:

H. Actual Area per Floor (square feet):

J. Tabular Area:

K. Area Modifications -

a) Single Occupancy (multistory buildings):

Aa = [At + (NS x If)] x Sa If = [F/P - 0.25] W/30

b) Mixed Occupancy (multistory buildings):

Aa = [At + (NS x If)] If = [F/P - 0.25] W/30

c) Sum of the Ratio Calculation for Mixed Occupancies

Actual Area/Allowable Area ≤ 1

d) Total Allowable Area for:

1) One Story:

2) Two Story: Aa(2)

2) Three Story: Aa(3)

e) Unlimited Area Building - Yes No Code Section:

L. Fire Resistance Rating Requirements for Building Elements (hours) -

M. Design Occupant Load:

Exit Width Required:

Exit Width Provided:

N. Minimum Number of Plumbing Fixtures (see tables within code plans for calculations and counts based on Occupancy Use Classification).

FOOTNOTES:

1) In case of conflict with the U.S. Department of Justice Federal Registers Parts I through V - ADA Guidelines and specific reference to the International Building Code Accessibility Chapters, the more restrictive requirement shall govern.

2) Additional Code Information shall be provided at the discretion of the Building Official for Complex Buildings, including, but not limited to -

a. High Rise Requirements

b. Atriums

c. Performance Base Criteria

d. Means or Egress Criteria

e. Fire Assembly Locator Sheet

f. Exterior and Interior Accessibility Route

g. Fire Stopping, including tested design number

h. Fire Penetration Details

3) See Code Plan sheets for Additional information.

I

A

I

B

II

A

II

B

III

A

III

B

IV

A

IV

B

V

A

V

B

THESE DOCUMENTS MEET ALL REQUIREMENTS OF DFCM STANDARDS FOUND AT www.dfcm.utah.gov

International Energy Conservation Code:

N/A

D-1 115 MPH EXPOSURE "C"

N/A N/A N/A N/A

0 SF / 0 SF =

EXISTING

432"

1 16' - 0"

X X

X

N/A N/A N/A

N/A N/A

ELEMENT HOURS

ASSEMBLY

LISTING

Primary Structural Frame

Bearing Walls - Exterior

Bearing Walls - Interior

Nonbearing Walls/Partitions - Interior

Nonbearing Walls/Partitions - Exterior

Floor construction and associated secondary members

Roof construction and associated secondary members

Exterior Doors & Windows

Shaft Enclosures

Fire Walls

Fire Partitions

Smoke Partitions

Fire Barriers

N/A

N/A

N/A

N/A

N/A -

CONTRACTOR TO PROVIDE ALL NECESSARY ACCOMMODATIONS TO PERFORM WORK

DURING WINTER CONDITIONS. CONCRETE BLANKETS, TENTING, HEATERS, ETC. AS NEEDED

TO PERFORM A QUALITY INSTALLATION OF ALL MATERIAL.

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

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PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

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CONSTRUCTION DOCS

GENERAL

INFO.

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ABBR Definition

& AND

@ AT

Ø DIAMETER

(E), EXIST. EXISTING

(N) NEW

d PENNY

# POUND OR NUMBER

A

A.F.F. ABOVE FINISHED FLOOR

AC. ACOUSTIC

ADD. ADDENDUM

A/C. AIR CONDITIONING

ALT. ALTERNATE

AL/ALUM. ALUMINUM

A.B. ANCHOR BOLT

ARCH ARCHITECT(URAL)

ASP. ASPHALT

B

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

C

CAB'T. CABINET

C.I.P. CAST IN PLACE

C.B. CATCH BASIN

CLG. CEILING

CL. CENTER LINE

C.T. CERAMIC TILE

CH. CHANNEL

C.O. CLEAN OUT

CLR. CLEAR

CL. CLOSET

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

COND. CONDITION

CONN. CONNECTION

CONST. CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL JOINT

D

D.P. DAMP PROOFING

D.B. DECK BEARING

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DWL. DOWEL

DN. DOWN

D.S. DOWN SPOUT

D.W.V. DRAINAGE WASTE VENT

ABBR Definition

JST. JOIST

L

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

L.S. LOW SLOPE

M

M.B. MACHINE BOLT

MH. MANHOLE

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MLDG. MOLDING

MULL. MULLION

N

N.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

N.O. NUMBER

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.R.D. OVERFLOW ROOF DRAIN

O.F.S. OVERFLOW SCUPPER

O.H. OVERHANG

O.F.C.I. OWNER FURNISHED, CONTRACTOR

INSTALLED

O.F.O.I. OWNER FURNISHED, OWNER INSTALLED

P

PT. PAINT

PTD. PAINTED

PR. PAIR

PNL. PANEL

P. PENNY

P.L. PLASTIC LAMINATE

PL. PLATE

PLBG. PLUMBING

P.S.I. POUND PER SQUARE INCH

P.S.F. POUNDS PER SQUARE FOOT

R

RAD. RADIUS

REC. RECOMMENDATION

RE./REF. REFERENCE

RCP. REFLECTED CEILING PLAN

REG. REGISTER

REQ'D REQUIRED

SITE

NORTH

ABBR Definition

DWG. DRAWING

E

EA. EACH

E.W.C. ELEC. WATER COOLER

EL./ELEC. ELECTRIC

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

F

FT. FEET

FV/F.V. FIELD VERIFY

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

FL. FLASHING

FD FLOOR DRAIN

FURN. FURNACE

G

GPF GALLONS PER FLUSH

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

H

H.C. HANDI-CAP

HDW. HARDWARE

HDWD. HARDWOOD

HTR. HEATER

HT. HEIGHT

H.P. HIGH POINT

H.S. HIGH SLOPE

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

H.W. HOT WATER

HR. HOUR

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J

JAN. JANITOR

JT. JOINT

ABBR Definition

R.A. RETURN AIR

REV. REVISION

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

RGH. ROUGH

RND. ROUND

S

SCR. SCREW

SEC./SECT. SECTION

SEL. SELECT

SHT. SHEET

SIM. SIMILAR

SLDG. SLIDING

SM. SMOOTH

SPEC. SPECIFICATION

SPL. SPLASH

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STRUC. STRUCTURE

S.A. SUPPLY AIR

SUSP. SUSPENDED

SW.BD. SWITCHBOARD

T

TELCO TELEPHONE COMPANY

T.G. TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.D. TOP OF DECK

T.O.P. TOP OF PARAPET

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V. VENT

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.G. VERTICAL GRAIN

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.C.P. VITREOUS CLAY PIPE

W

W.C. WATER CLOSET

W.H. WATER HEATER

W.R. WATER RESISTANT

W.P. WATERPROOF

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

WDW. WINDOW

W/ WITH

W/O WITHOUT

WD. WOOD

VICINITY MAP

ABBREVIATIONS GENERAL NOTES

1. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARE

SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE

ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF MECHANICAL OR

ELECTRICAL CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL

AND CONSULTING ENGINEERS' DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S

ATTENTION FOR CLARIFICATION. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH

THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL

CONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR

ARCHITECT.

2. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES

(AMERICANS WITH DISABILITIES ACT).

3. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THIS

WORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED AS

MINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING) CODE

AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE

PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY. COMPLY

WITH REQUIREMENTS OF THE ADOPTED EDITIONS OF THE INTERNATIONAL CODE

COUNCIL CODES, THE CODES AND STANDARDS REFERENCED WITHIN THE ICC CODES

AND THE AMERICANS WITH DISABILITIES ACT.

4. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVE

DEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BE

PROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTION

ZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH

THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF

OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS

INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS REVIEWED

BY THE ARCHITECT.

6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

7. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITH

THE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OF

INTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,

PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER, SAW

CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THE OWNER AT

LEAST 72 HOURS PRIOR TO COMMENCEMENT.

8. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEW CONSTRUCTION

OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.

9. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THE

CONTRACTOR SHALL NOT SCALE DRAWINGS.

10. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS

DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR

NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE.

11. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTS

AND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR

SUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR,

HE/SHE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION

MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED.

12. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED IN

THE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.

13. CONTRACTOR TO COMPLY WITH DFCM HOT WORKS REQUIREMENTS AND ARE TO BE

FULLY QUALIFIED UNDER THE DFCM HOT WORKS PROGRAM PRIOR TO COMMENCING

ANY OPERATIONS THAT WOULD QUALIFY UNDER THIS REGULATION.

14. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THE

ARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.

15. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAIN

INSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT

MANUFACTURERS.

16. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURAL

MEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEW

BEAMS, UNISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENT

FIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.

17. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRE

RETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION. SEE RELEVANT

DETAILS.

18. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OF

GENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.

19. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO

THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE

DRAWINGS BEFORE BEGINNING WORK.

20. ALL NEW METAL WILL BE GALVANIZED OR PRE-FINISHED. CAULKING WILL BE SAME

COLOR AS METAL.

21. BEFORE FABRICATION OF ANY SHEET METAL WORK, SUBMIT SHOP DRAWINGS TO

CONSULTANT FOR REVIEW AND APPROVAL. ALL WORK TO CONFORM TO NRCA OR

SMACNA DETAILS AND REQUIREMENTS WHERE NOT SPECIFICALLY DETAILED

OTHERWISE.

22. RAIN GUTTERS & DOWNSPOUTS HEADS: RIVETS & SCREWS TO BE PAINTED SAME

COLOR (NO SPRAY PAINT), USE POP RIVETS AT ALL CONNECTIONS FROM GUTTERS TO

DOWNSPOUT, DOWNSPOUTS TO CONNECT TO EXISTING SUB-GRADE DRAINAGE

SYSTEM, WHERE THERE IS EXISTING DRAINAGE SYSTEM, PROVIDE NEW CONNECTION

FITTING, DOWNSPOUTS NOT CONNECTED TO DRAINAGE SYTEM WILL EMPTY ONTO A

NEW 12"x30" PRE-CAST SPLASH BLOCK, AND ALL JOINTS TO BE SEALED WATER TIGHT.

23. AT THE END OF CONSTRUCTION, CONTRACTOR IS TO CLEAN OUT AND FLUSH ALL RAIN

GUTTERS & DOWNSPOUTS TO MAKE SURE THEY ARE NOT PLUGGED AND ARE IN

WORKING CONDITION.

24. ALL SAFETY STANDARDS AND REQUIREMENTS ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND

PROTECTIVE DEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES

SHALL BE PROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO

CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL

CHECK WITH THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.

25. CONTRACTOR TO SUPPLY AN ON SITE PORTABLE RESTROOM. FACILITY RESTROOMS

ARE NOT TO BE USED BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES. LOCATION

OF PORTABLE RESTROOM TO BE DETERMINED DURING PRE-CONSTRUCTION MEETING.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF

OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS

INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS REVIEWED

BY THE ARCHITECT.

27. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS

DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR

NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE.

28. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THE

ARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.

29. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAIN

INSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT

MANUFACTURERS.

30. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OF

GENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.

31. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO

THE ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE

DRAWINGS BEFORE BEGINNING WORK.

32. ALL NEW METAL WILL BE GALVANIZED OR PRE-FINISHED. CAULKING WILL BE SAME

COLOR AS METAL.

33. BEFORE FABRICATION OF ANY SHEET METAL WORK, SUBMIT SHOP DRAWINGS TO

CONSULTANT FOR REVIEW AND APPROVAL. ALL WORK TO CONFORM TO NRCA OR

SMACNA DETAILS AND REQUIREMENTS WHERE NOT SPECIFICALLY DETAILED

OTHERWISE.

CODE ANALYSIS

GENERAL

G001 COVER SHEET

G002 GENERAL INFO.

CIVIL

C2.01 DEMO PLAN AND HCP

C2.02 GRADING AND DETAILS

LANDSCAPING

L1.01 LANDSCAPE DEMOLITION PLAN

L2.01 LANDSCAPE PLANTING PLAN

L3.01 LANDSCAPE IRRIGATION PLAN

L5.01 LANDSCAPE DETAILS

L5.02 LANDSCAPE IRRIGATION DETAILS

ARCHITECTURAL

A101 FOOTING & FOUNDATION, FLOOR PLAN

A102 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A210 WALL AND BUILDING SECTIONS

A211 MILITARY SEAL COLUMNS

A401 DOOR SCHEDULE

A402 BEAM CUTOUTS

A501 DETAILS

STRUCTURAL

S0.00 GENERAL NOTES

S1.00 STRUCTURAL NOTES AND FOOTING AND FOUNDATION

S1.01 ROOF FRAMING PLAN

S5.00 STRUCTURAL DETAILS

ELECTRICAL

E001 ELECTRICAL COVER SHEET

E002 MAIN FLOOR ELECTRICAL PLAN

E101 MAIN FLOOR ELECTRICAL PLAN

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E701 ELECTRICAL SPECIFICATIONS

MECHANICAL

M001 MECHANICAL NOTES & LEGENDS

M101 MECHANICAL PLAN

M501 MECHANICAL DETAIL

M701 MECHANICAL SPECIFICATIONS

M702 MECHANICAL SPECIFICATIONS

DRAWING INDEX

N/A

DFCM APPROVAL STAMP

SPECIAL INSPECTIONS

SUBSTANTIAL COMPLETION INSTRUCTIONS

WINTER CONDITIONS

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

LINE TO GUN SALUTE

COLUMN OFFSET TO OPEN VISUAL TO GUN SALUTE,

ALSO SYMBOLIC OF MISSING MAN FORMATION

COLORED, STEEL TROWEL

POLISHED CONC. FLOOR

INSIDE COMMITTAL

GUTTER & CURB FLUSH

WITH PAVING SEE C1.01

NAVY

ARMY

AIR

FORCE

MARINESCOAST

GUARD

SPACE

FORCE

F A

M

IL

Y

D

B

A

C

ADD DARKER CONC.

COLOR TO THIS SQUARE

40' - 4"

11' - 4" 14' - 0" 14' - 0" 1' - 0"

2' - 0"12' - 0"2' - 0"12' - 0"2' - 0"10' - 4"

5' - 0"

8"

3' - 4 1/2"

1' - 3 3/4"

24' - 0"

5' - 8"

12' - 8"

5' - 8"

8"

3' - 4"

23' - 8" 7' - 0"

6' - 0"2' - 0"6' - 0"2' - 0"12' - 0"2' - 0"5' - 4"

CONTROL JOINT, TYP

24' - 0"

1' - 0"

11' - 0"

11' - 0"

1' - 0"2' - 0"

6' - 6 1/2"

7' - 0"

6' - 5 1/2"

2' - 0"

5' - 3 3/4" 8' - 0" 8' - 0" 8' - 0" 4' - 0" 2' - 0"

4' - 8"

4' - 0"

4' - 0"

4' - 0"

4' - 8"

5' - 0"

2' - 8"

DB

A

C

SLOPE TOP OF WALL

STEP DN FND. 6" MIN. AT

DOOR OPENING, TYP

STEP FND.

COL. PER ENGR., TYP

STEP FND.

6" CONC. SLAB w/ #3 BARS @18" o.c. EA. WAY

40' - 4"

11' - 4" 14' - 0" 14' - 0" 1' - 0"

10' - 4" 2' - 0" 12' - 0" 2' - 0" 12' - 0" 2' - 0"

24' - 0"

5' - 8"

12' - 8"

5' - 8"

4' - 4"

8"

3' - 4"

5' - 0" 8" 3' - 4" 1' - 4"

24' - 0"

1' - 0"

11' - 0"

11' - 0"

1' - 0"

2' - 0"

20' - 0"

2' - 0"

40' - 4"

9' - 8" 23' - 8" 7' - 0"

5' - 0" 4' - 8" 8" 2' - 0" 12' - 0" 2' - 0" 6' - 0" 2' - 0" 6' - 0"

8" 3' - 4" 8"

5' - 0"

2' - 8"

5' - 0"

100' - 4"

100' - 4"

101' - 8"

103' - 0"

102' - 6"

103' - 3 1/2" 101' - 8"

100' - 4"

100' - 4" 100' - 4"

100' - 4"100' - 4"

6"

6"8"

8"

8"

8"

8"

1' - 4"

SLOPE TOP OF WALL

A501

A501

A501

DBA

C

LINE TO GUN SALUTE

NAVY

ARMY

AIR

FORCE

MARINESCOAST

GUARD

SPACE

FORCE

F A

M

IL

Y

RAISED AREA FOR CASKET

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

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DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

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FOOTING &

FOUNDATION,

FLOOR PLAN

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

FLOOR PLAN

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

FOUNDATION AND FOOTINGS

KEYED NOTE

DFCM APPROVAL STAMP

ARCH 100' - 0" + SITE 57.30"

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

FURNITURE PLAN

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

A501

DBA

C

8' - 11" 36' - 6" 8' - 11"

54' - 4"

07.01

07.02

07.02

07.02

07.02

A501

A501

A501

7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"

A501

D

B

A

C

1' -

1' -

05.01

05.01

05.01

05.01

08.01 08.01

05.01

O C

F F

G F C I

G F C I/ W P

GFCI/WP GFCI/WP GFCI/WP

GFCI/WP GFCI/WP GFCI/WP

2' - 0"

1' - 8 3/4"

07.02

07.02

07.02

07.02

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

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ROOF PLAN

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

ROOF PLAN

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

REFLECTED CEILING PLAN

KEYED NOTE

05.01 PAINTED STRUCTURAL STEEL TUBE BEAM PER ENGR.

07.01 PRE-FINISHED, 24 GA. STANDING-SEAM METAL ROOF. MATCH COLOR & SEAM

SPACING OF EXISTING ROOFS ON SITE

07.02 PRE-FINISHED METAL FASCIA & DRIP EDGE. SEE DETAIL 1&6/A501

08.01 EXPOSED STRUCTURAL METAL B DECK. PAINT.

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

D B A

07.01 07.02

05.05

04.01

03.01

04.0104.01

03.08

08.05

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

DBA C

NAVY

07.01

07.02

05.01

05.01

04.01

08.02

03.01

04.0104.0105.05 04.01

03.08

08.05

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

1 2 3

6"

12" 07.01

07.02

04.0104.01

04.02

04.01

03.08

05.01

03.08

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

FAMILY

6"

12" 07.01

07.02

04.01

08.02

04.01

04.02 03.08

05.01

03.08

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

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EXTERIOR

ELEVATIONS

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

NORTH ELEVATION

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

SOUTH ELEVATION

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

WEST ELEVATION

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

EAST ELEVATION

03.01 5" CONC. SLAB W/ #3 BAR @ 18" o.c. EACH WAY. COLOR, POLISH & SEAL

03.08 PRECAST CONCRETE CAP

04.01 8x8x16 ATLAS BLOCK. MATCH EXISTING BUILDINGS ON SITE REINFORCE & GROUT

PER ENGINEER

04.02 4x8x16 ATLAS BLOCK. MATCH EXISTING BUILDINGS ON SITE & OFFSET 1/2" FROM

BLOCK BELOW REINFORCE & GROUT PER ENGINEER

05.01 PAINTED STRUCTURAL STEEL TUBE BEAM PER ENGR.

05.05 STRUCTURAL STEEL TUBE HEADER

07.01 PRE-FINISHED, 24 GA. STANDING-SEAM METAL ROOF. MATCH COLOR & SEAM

SPACING OF EXISTING ROOFS ON SITE

07.02 PRE-FINISHED METAL FASCIA & DRIP EDGE. SEE DETAIL 1&6/A501

08.02 CAST BRONZE MILITARY BRANCH SEALS

08.05 FOLDING PANEL WINDOW.

KEYED NOTE

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

05.06

04.01

4"

4"

8' - 0"

07.01

08.01

05.01

03.08

04.01

08.02

03.01

A401

A401

A401

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

A501

A501

B

8' - 0"

4"

04.01

07.01

08.01

05.01

05.01

03.08

05.06

05.06

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

BOT FOOTING

97' - 6"

DBA

COAST

GUARD

MARINES NAVY

07.01

08.01 05.0105.0105.01

03.08

08.02

04.01

03.01

04.01

04.02

05.05

PAINT, MATCH TO EXISTING

BEAMS ON SITE

PAINT, MATCH TO EXISTING

BEAMS ON SITE

PAINT FRAME

A501

08.05

A501

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

BOT FOOTING

97' - 6"

D B AC

ARMY

AIR

FORCE

SPACE

FORCE

07.01

08.01

05.0105.0105.01

05.05

04.01

03.08

08.02

04.01

03.01

04.02

PAINT, MATCH TO EXISTING

BEAMS ON SITE

PAINT FRAME

PAINT, MATCH TO EXISTING

BEAMS ON SITE

A501

08.05

A501

T.O. MASONRY

108' - 4"

MAIN LEVEL

100' - 0"

BOT FOOTING

97' - 6"

A501

07.02

08.02

03.08

04.02

04.01

6"

12"

PAINT, MATCH TO EXISTING

BEAMS ON SITE

FAMILY

A501

A501

A501

A501

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

2 3 4 5

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WALL AND

BUILDING

SECTIONS

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03.01 5" CONC. SLAB W/ #3 BAR @ 18" o.c. EACH WAY. COLOR, POLISH & SEAL

03.08 PRECAST CONCRETE CAP

04.01 8x8x16 ATLAS BLOCK. MATCH EXISTING BUILDINGS ON SITE REINFORCE & GROUT

PER ENGINEER

04.02 4x8x16 ATLAS BLOCK. MATCH EXISTING BUILDINGS ON SITE & OFFSET 1/2" FROM

BLOCK BELOW REINFORCE & GROUT PER ENGINEER

05.01 PAINTED STRUCTURAL STEEL TUBE BEAM PER ENGR.

05.05 STRUCTURAL STEEL TUBE HEADER

05.06 REINFORCING BARS PER ENGR.

07.01 PRE-FINISHED, 24 GA. STANDING-SEAM METAL ROOF. MATCH COLOR & SEAM

SPACING OF EXISTING ROOFS ON SITE

07.02 PRE-FINISHED METAL FASCIA & DRIP EDGE. SEE DETAIL 1&6/A501

08.01 EXPOSED STRUCTURAL METAL B DECK. PAINT.

08.02 CAST BRONZE MILITARY BRANCH SEALS

08.05 FOLDING PANEL WINDOW.

KEYED NOTE

SCALE: 3/4" = 1'-0"5

STORAGE ROOM WALL

SCALE: 3/4" = 1'-0"6

FOLDING DOOR SECTION

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

COLUMN SECTION

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

SECTION VEIW - NORTH

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

SECTION VEIW - SOUTH

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

SECTION VEIW - WEST

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

2 B C

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

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2 3 4 5

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MILITARY

SEAL

COLUMNS

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SCALE: 1" = 1'-0"1

FAMILY

SCALE: 1" = 1'-0"2

SPACE FORCE

SCALE: 1" = 1'-0"3

COAST GUARD

SCALE: 1" = 1'-0"4

AIR FORCE

SCALE: 1" = 1'-0"5

MARINES

SCALE: 1" = 1'-0"6

NAVY

SCALE: 1" = 1'-0"7

ARMY

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

1. STRUCTURAL CMU WALL.

2. CONTINUOUS SEALANT AT BUILDING EXTERIOR SIDE

USE CAULKING WITH BACKER ROD. VERIFY CAULKING

COLOR WITH ARCHITECT.

3. DOOR. SEE DOOR SCHEDULE FOR DOOR TYPE.

4. HOLLOW METAL DOOR FRAME (OR WINDOW FRAME

WHERE OCCURS). ATTACH FRAME TO WALL WITH

MASONRY ANCHORS (3 PER JAMB MINIMUM

5. AS RECOMMENDED BY FRAME MANUFACTURER. FILL

FRAME WITH GROUT. PAINT FRAME.

6. FRAME ANCHOR. PER MFR.

KEYED NOTES

1. STRUCTURAL CMU WALL.

2. CONTINUOUS SEALANT ON BOTH SIDES OF FRAME. AT

BUILDING EXTERIOR SIDE USE CAULKING WITH BACKER

ROD. VERIFY CAULKING COLOR WITH ARCHITECT.

3. DOOR. SEE DOOR SCHEDULE FOR DOOR TYPE.

4. HOLLOW METAL DOOR FRAME (OR WINDOW FRAME

WHERE OCCURS). ATTACH FRAME TO WALL WITH

MASONRY ANCHORS (3 PER JAMB MINIMUM) AS

RECOMMENDED BY FRAME MANUFACTURER. FILL

FRAME WITH GROUT. PAINT FRAME.

5. FRAME ANCHOR.

KEYED NOTES

4 5

TYPE - A

7' - 0"

SEE DOOR

3' - 0"

FINISH FLOOR

7' - 1"

1 1/2"

6' - 10"

1 1/2"

1 1/2"

TYPE - B

11' - 8"

EQ EQ EQ EQ

(TYP)

1 1/2" 1 1/2"

FRAME - 1

2" 3' - 0" 2"

4"

7' - 0"

FINISH FLOOR

FRAME - 2

7' - 4"

1"

7' - 1"

2"

12' - 0"

2" 11' - 8" 2"1. ALUMINUM DOOR FRAME. SEE DOOR

SCHEDULE.

2. ALUMINUM THRESHOLD. MOUNT

THRESHOLD TO SLAB WITH APPROPRIATE

CONCRETE FASTENERS AND EPOXY TYPE

ADHESIVES. MAINTAIN 1" MINIMUM

DIMENSION BETWEEN THE THRESHOLD EDGE

AND THE COLD JOINT BETWEEN THE

CONCRETE FLOOR AND THE SIDEWALK SLAB.

PROVIDE CONTINUOUS CLEAR SEALANT

ALONG ALL EXPOSED EDGES OF THE

THRESHOLD.

3. CONCRETE SLAB ON GRADE. SEE FLOOR PLAN

AND SITE PLAN.

BUILDING

INTERIOR SIDE

BUILDING

EXTERIOR SIDE

KEYED NOTES

1. SEALANT, CONTINUOUS ON BOTH

SIDES.

2. STEEL FRAME PER MFR.

3. STEEL SASH PER MFR.

4. DOUBLE PANE LOW E COATING

TEMPERED GLAZING

5. SET FRAME OVER SEALING GASKET

6. ATTACH FRAME TO MASONARY PER

MFR

7. WEATHER SEALING PER MFR

KEYED NOTES

1. BEAM PER ENGINEER

2. INFILL STEEL TUBE MATCH WIDTH

OF BEAM

3. STEEL FRAME PER MFR. ATTACH TO

STEEL TUBE PER MFR.

4. STEEL SASH PER MFR.

5. DOUBLE PANE, TEMPERED GLAZING

KEYED NOTES

1. DOUBLE PANE TEMPERED GLAZING

2. STEEL SASH PER MFR

3. SECURE STEEL FRAME TO CONCRETE FOUNDATION PER

WINDOW MFR

4. COVER EXPOSED CONCRETE WITH BENT STEEL TO

MATCH FRAME

LAP DOWN FOUNDATION 1/2" MINIMUN

5. STEEL FRAME PER MFR

6. SET FRAME ON SEALING GASKET

7. SEALANT ON BOTH SIDES

KEYED NOTES1

Door Schedule

DOOR #

DOOR FRAME DETAIL

HARDWARE

GROUPS# OF PANELS

SIZE

MATERIAL TYPE (1/A601) TYPE (2/A601) MATERIAL JAMB HEAD SILLW1 HEIGHT THICKNESS

1 1 3' - 0" 7' - 0" 1 3/4" STL A 1 HM 3/A601 2/A601 5/A601 1

2 1 3' - 0" 7' - 0" 1 3/4" STL A 1 HM 3/A601 2/A601 5/A601 1

4 12' - 0" 7' - 4" 3" TEMP GLASS B 2 HM 4/A401 PER MFR

5 12' - 0" 7' - 4" 3" TEMP GLASS B 2 HM 4/A401 PER MFR

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

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DOOR

SCHEDULE

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SCALE: 3" = 1'-0"2

DOOR FRAME HEAD DETAIL

SCALE: 3" = 1'-0"3

DOOR JAMB DETAIL

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

DOOR TYPES

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

FRAME TYPES

• 1.5 PR. BUTT HINGE

• 1 EA. FLOOR STOP

• 1 EA. CLOSER

• STANDARD BOLT W/ KEY LOCK

• 1 EA. PULL HANDLE

SCALE: 3" = 1'-0"5

ALUMINUM THRESHOLD DETAIL

SCALE: 3" = 1'-0"6

FOLDING DOOR JAMB

SCALE: 3" = 1'-0"1

FOLDING DOOR HEAD

SCALE: 3" = 1'-0"4

FOLDING DOOR SILL

6/A601 1/A601

6/A601 1/A601

HM

HM

HARDWARE GROUPS

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

A

A4022 A4023

A210

A210

A210

A210

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

2 3 4 5

A402

V E

T E

R A

N 'S

C E

M E

T E

R Y

C O

M M

IT

T

A L

CONSTRUCTION DOCS

BEAM

CUTOUTS

24162

CEG

XXXXXXXX

AUGUST 2026

CFM

D

EP

A R

TM

EN

T O

F V

ET

ER

A N

S A

N D

M

IL

IT

A

R Y

A

FF

A

IR

S

S

O U

T H

C A

M P

W

IL

LI

A

M S

R O

A D

C

A M

P W

IL

LI

A M

S

U T

A H

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

ENLARGED REFLECTED CEILING PLAN

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

STORAGE ROOM BEAMS

SCALE: 1 1/2" = 1'-0"3

CENTRAL BEAM

MASON TO CUT BLOCK AROUND

STL. TUBE FRM'G AS REQ.

REINFORCEMENT

PER ENGR.

MASON TO CUT BLOCK AROUND

STL. TUBE FRM'G AS REQ.

SOLID GROUT ALL MASONRY

FROM THIS POINT UP

DFCM APPROVAL STAMP

# DESCRIPTION DATE

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

B

SLOPE

4"

1 1/2" MIN.

2"

8"

V A

R

IE

S

1/2"

EXT. INT.

(M

IN

6"

EXT. INT.

6"

8"

8"

REVISIONS :

UNLESS A PROFESSIONAL SEAL WITH

SIGNATURE AND DATE IS AFFIXED, THIS

DOCUMENT IS PRELIMINARY AND IS NOT

INTENDED FOR CONSTRUCTION,

RECORDING PURPOSES, OR

IMPLEMENTATION

THE DESIGNS SHOWN AND DESCRIBED

HEREIN INCLUDING ALL TECHNICAL

DRAWINGS, GRAPHIC REPRESENTATIONS &

MODELS THEREOF, ARE PROPRIETARY &

CAN NOT BE COPIED, DUPLICATED, OR

COMMERCIALLY EXPLOITED IN WHOLE OR

IN PART WITHOUT THE SOLE AND EXPRESS

WRITTEN PERMISSION FROM MCNEIL

ENGINEERING

D

C

B

A

1 2 3 4 5

PROJECT NO.

DRAWN BY:

CHECKED BY:

ISSUE DATE:

CLIENT PROJECT/PROPERTY NO.

GREENE.ARCHITECTURE1@GMAIL.COM

2 3 4 5

A501

V E

T E

R A

N 'S

C E

M E

T E

R Y

C O

M M

IT

T

A L

CONSTRUCTION DOCS

DETAILS

24162

CEG

XXXXXXXX

AUGUST 2026

CFM

D

EP

A R

TM

EN

T O

F V

ET

ER

A N

S A

N D

M

IL

IT

A

R Y

A

FF

A

IR

S

S

O U

T H

C A

M P

W

IL

LI

A

M S

R O

A D

C

A M

P W

IL

LI

A M

S

U T

A H

SCALE: 1 1/2" = 1'-0"6

COLUMN BASE CONNECTION

SCALE: 1 1/2" = 1'-0"7

COLUMN CAPITOL SECTION

SCALE: 3" = 1'-0"5

ROOF EAVE @ RAKE

SCALE: 3/4" = 1'-0"8

RETAINING WALL

4X8X16 ATLAS BLOCKS

SOLID GROUT TOP

CLIP PREFINISHED

METAL FRIEZE OVER

CLIPS @ 8" o.c.

ATTACHED TO

MASONRY WALLS

INSTALL FULL

DEPTH RIGID FOAM

BLOCKS BETWEEN

BOT OF DECK & TOP

OF WALL. COVER

ALL GAPS

SET TOP OF FRIEZE

FLSUH W/ BOT DECK

CUT BLOCK TO

WITHIN 1/2" +/- OF BOT

OF DECK

TAPER BACK FROM

EDGE OF WALL

FILL GAPS BETWEEN

TOP OF WALL & BOT

OF DECK SOLID W/

EXPANDING FOAM.

CUT OFF EXCESS

FOAM & CLEAN ALL

SURFACES NOT

REQUIRING FOAM

COVER w/ PAINTED

BOARD

STRUCT. STEEL TUBE

FRM'G PER ENGR.

PREFINISHED, 24GA.

CAP PER MFR.

20GA. GALV. 2 CLIP

PER MFR.

HEM BOT EDGE

OF SSMR

22 GA.

PREFINISHED MTL.

FASCIA W/ 2" HEM.

SET OVER 12"

STRIP OF HIGH

TEMP. SECONDARY

UNDERLAYMENT

START B DECK

FROM BOT OF

ROOF FRAMING AS

SHOWN

STRUCT. STEEL TUBE

FRM'G PER ENGR.

STRUCT. B DECK

PER ENGR.

5/8" OSB DECKING

HIGH TEMP. SECONDARY

UNDERLAYMENT

CONT. 20GA. GALV.

CLIP - SNAP HEMMED

EDGE OF SSMR OVER

CLIP

SCALE: 3" = 1'-0"10

WALL OFFSET

4X8X16 ATLAS BLOCK

8X8X16 ATLAS BLOCK

MASONRY PIN

SOLID GROUT TOP

8x8x16 ATLAS BLOCK

REINFORCEMENT

BAR PER ENGR.

REINFORCEMENT

BARS PER ENGR.

SCALE: 3/4" = 1'-0"9

FND. WALL BELOW WDW.

SCALE: 3" = 1'-0"4

TOP STORAGE WALL

SCALE: 3" = 1'-0"3

STORAGE WALL TO BOT DECK

SCALE: 3" = 1'-0"2

ROOF RIDGE

SCALE: 3" = 1'-0"1

ROOF EAVE, TYP.

DFCM APPROVAL STAMP

FOLDING PARTITION WDW.

FLOOR SLAB

CONC. FND. WALL &

REINF. PER ENGR.

FIN. GRADE

FLOOR SLAB

CONC. FT'G. &

REINF. PER ENGR.

STRUCT. STL. TUBE

BM PER ENGR.

PRECAST CONC.

CAP w/ DRIP EDGE

STL. COLUMN PER ENGR.

8x8x16 ATLAS BLOCK

REINF. & GROUT

PER ENGR.

WEEP HOLE

@ EA. JNT.

CONC. PIER FND.

REINF. PER ENGR.

STANDING SEAM

METAL ROOF (SSMR)

HIGH TEMP.

UNERLAYMENT PER MFR.

5/8" OSB DECKING

PRE-FINISHED 22 GA.

MTL. FASCIA

MTL. DECK PER

ENGR.

COL. BASE PLATE &

ANCHOR BOLTS

PER ENGR.

PAINTED BOARD

REINFORCEMENT

BARS PER ENGR.

SSMR

METAL DECK

PER ENGR.

SCALE: 3" = 1'-0"11

CONC. UNDER DOOR

SCALE: 3" = 1'-0"12

CONTROL JOINT

SCALE: 1 1/2" = 1'-0"13

FAMILY COLUMN TOP

CONC. FLOOR SLAB

AGGREGATE FILL (6" MIN.)

COMP. SUB-GRADE

FND. WALL

4x4x16 ATLAS BLOCK

8x8x16 ATLAS BLOCK

PRECAST CONC.

CAP w/ DRIP EDGE

# DESCRIPTION DATE

BITUMENOUS

DAMPPROOFING - RUN

OVER TOP OF FT'G AND

DOWN FACE OF FOOTING.

3" DIA., PERF. PVC PIPE.

SURROUND w/ WASHED

1-1/2" GRAVEL. WRAP

GRAVEL IN PERMEABLE

GEOTEXTILE FILTER FABRIC

1/2" DIA. WEEP

HOLE @ 8'-0" o.c.

(2) MIN.

1 September 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

CONCRETE CONSTRUCTION ITEMS (TABLE 1705.3, IBC 2024; ACI 318-19):

Reinforcing steel, including prestressing tendons Continuous Periodic

Verify prior to placing concrete that reinforcing is of specified type, grade and size;

that it is free of oil, dirt and rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer's instructions and evaluation report. ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3.

Reinforcement complying with ASTM

A615 in special moment frames, special structural walls and coupling beams

Continuous Periodic

Verify by means of certified mill test reports that ASTM A615 reinforcing steel in these areas complies with the supplementary requirements of ACI 318: 20.2.2.5. If this reinforcing steel is to be welded, weldability shall be verified in accordance with ACI

318: 26.6.4 and AWS D1.4.

Reinforcing bar welding: verify weldability of bars other than ASTM A706 Continuous Periodic Verify weldability in accordance with AWS D 1.4 and ACI 318: 26.13.1.4.

Reinforcing bar welding : welds in special moment frames, boundary elements of special structural walls, and coupling beams

Continuous Periodic Inspect welding in accordance with AWS D1.4 and ACI 318: 26.13.3.

Reinforcing bar welding: single-pass fillet welds, maximum 5/16" Continuous Periodic Inspect welding in accordance with AWS D1.4 and ACI 318: 26.13.3.

Reinforcing bar welding: all other welds Continuous Periodic Inspect welding in accordance with AWS D1.4 and ACI 318: 26.13.3.

Cast-in bolts & embeds Continuous Periodic Inspect anchors or embeds cast in concrete in accordance with ACI 318: 26.13.3.3.

Post-installed adhesive anchors installed horizontally or upwardly inclined to resist sustained tension loads

Continuous Periodic

Inspect in accordance with ACI 318: 26.13.3.2 and the research report for the anchor issued by an approved source (e.g., ICC-ES ESR). Installers shall be certified where required by ACI 318.

Post-installed mechanicla anchors and adhesive anchors not listed above Continuous Periodic

Inspect in accordance with ACI 318: 26.13.3 and the research report for the anchor issued by an approved source. Where specific requirements are not provided, special inspection requirements shall be specified by the registiered design professional and approved by the building official.

Use of required mix design Continuous Periodic Verify that all mixes used comply with the approved construction documents; ACI 318:

Ch. 19, 26.4.3, 26.4.4.

Concrete sampling for strength tests, slump, air content, and temperature Continuous Periodic

At the time fresh concrete is sampled, fabricate specimens for strength tests and perform slump, air content and temperature tests; ACI 318: 26.5, 26.12; ASTM C172, ASTM C31.

Concrete & shotcrete placement Continuous Periodic Inspect concrete and shotcrete placement for proper application techniques; ACI 318:

26.5.

Curing temperature and techniques Continuous Periodic

Verify that the concrete and shotcrete, other than high-early-strength, are maintained at a temperature of at least 50°F and in a moist condition for at least the first 7 days after placement. High-early-strength concrete shall be so maintained for at least the first 3 days. Accelerated curing may be used where permitted (ACI 318: 26.5.3). In cold wether, all concrete materials, reinforcements, forms, fillers, and ground shall be free of frost (ACI 318: 26.5.4). In hot wetather, ensure that appropriate measures are taken to avoid plastic shrinkage cracking and that the specified water/cementitious materials ratio is not exceeded (ACI 318: 26.5.5).

Pre-stressed concrete: application of prestressing forces and grouting of bonded tendons

Continuous Periodic Inspect in accordance with ACI 318: 26.10.

Erection of precast concrete Continuous Periodic Verify that all precast elements are lifted, assembled and braced in accordance with the approved construction documents; ACI 318: 26.9.

Precast diaphragm connections and reinforcement at joints classified as MDE or HDE (SDC C, D, E or F)

Continuous Periodic

Inspect installation of embedded parts, completion of continuity of reinforcement across joints, and completion of connections in the field; ACI 318: 26.13.1.3; ACI

550.5.

Installation tolerances of precast concrete diaphragm connections Continuous Periodic Verify compliance with ACI 550.5; ACI 318: 26.13.1.3.

Strength verification Continuous Periodic

Verify in-place concrete strength prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs;

ACI 318: 26.11.2.

Formwork Continuous Periodic

Verify that the forms are placed plumb and conform to the shapes, lines, location and dimensions of the members as required by the approved construction documents;

ACI 318: 26.11.1.2(b).

CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1)

Inspections per IBC 2024 Table 1705.3 and ACI 318-19. Where applicable, see also IBC Section 1705.13, special inspections for seismic resistance.

Item Detailed Instructions and Frequencies

Verify materials below shallow foundations are adequate to achieve the design bearing capacity

Continuous Periodic Prior to placement of concrete. Verify against the approved geotechnical report and construction documents.

Verify excavations are extended to proper depth and have reached proper material

Continuous Periodic Prior to placement of compacted fill or concrete.

Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly

Continuous Periodic Prior to placement of compacted fill.

Perform classification and testing of compacted fill materials Continuous Periodic

All materials shall be checked at each lift for proper classifications and gradations not less than once for each 10,000 ft 2 of surface area.

Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

Continuous Periodic Verify compliance with the approved geotechnical report. Where the report is silent, comply with IBC Section 1804.6.

MINIMUM VERIFICATION (ARTICLES 1.5 & 1.6, TMS 602-22):

Review materials certificates, mix designs, test results and construction procedures

Continuous Periodic

Verify that submittals comply with the approved construction documents per Article

1.5. Mortar mix designs shall conform to ASTM C270 and grout to ASTM C476.

Material certificates shall be provided for: reinforcement, anchors, tiles, fasteners, and metal accessories (Article 2.4); masonry units; mortar and grout materials.

Construction procedures for cold-weather and hot-weather construction (Articles 1.8 C and 1.8 D) shall be reviewed.

Verification of f'm and f'AAC Continuous Periodic

Determine the compressive strength for each wythe by the "unit strength method" or by the "prism test method" as specified in Article 1.4 B prior to construction, except where specifically exempted. For Risk Category IV buildings this shall also be verified at every 5,000ft2 of construction.

Verification of Slump Flow and Visual

Stability Index (VSI) for self-consolidating grout

Continuous Periodic Verify slump flow and VSI as delivered to the project in accordance with ASTM

C1611. Slump flow shall be 24 to 30 inches and VSI shall be 1 or less.

Verification of proportions of materials in premixed or pre-blended mortar, grout and prestressing grout

Continuous Periodic Verify as delivered that proportions for mortar meet ASTM C270 and proportions for grout meet ASTM C 476. Applies to Risk Category IV buildings only.

AS CONSTRUCTION BEGINS (TABLE 3 & 4, TMS 602-22):

Proportions of site-prepared mortar Continuous Periodic Verify that mortar is of the type and color specified on the construction documents, that it conforms to ASTM C270, and that it is mixed in accordance with Article 2.6 A

Grade, type, and size of reinforcement, connectors, anchor bolts, prestressing tendons and anchorages

Continuous Periodic

Verify compliance with the approved construction documents and Article 2.4. Verify that prestressing tendons comply with Article 2.4 B and that anchorages, couplers, and end blocks comply with Article 2.4 H.

Prestressing technique Continuous Periodic Verify that prestressing technique complies with Article 3.6 B

Properties of thin-bed mortar for AAC masonry Continuous Periodic

Verify that mortar complies with Article 2.1 C. Continuous inspection is required for the first 5,000 ft 2 of AAC masonry; periodic thereafter. Contiuous inspection is required for Risk Category IV buildings.

Sample panel construction (where required Continuous Periodic

Verify that sample panels are constructed in accordance with the construction documents and Article 1.6 D. Continuous inspection is required for Risk Category IV buildings.

PRIOR TO GROUTING (TABLES 3 & 4, TMS 602-22):

Grout space Continuous Periodic

Verify that grout space is free of mortar droppings, debris, loose aggregate, and other deleterious materials and that cleanouts are provided per Article 3.2 D and 3.2 F.

Continuous inspection is required for Risk Category IV buildings.

Placement of reinforcement, connectors, prestressing tendons, and anchorages Continuous Periodic

Verify that reinforcement, joint reinforcement, wall ties, anchor bolts and veneer anchors are installed in accordance with the approved construction documents, Articles 3.2 E, 3.4, and 3.6 A, and Chapter 6 of TMS 402-22. Continuous inspection is required for Risk Category IV buildings.

Proportions of site-prepared grout and prestressing grout for bonded tendons Continuous Periodic

Verify that grout is proportioned per ASTM C476 and has a slump between 8 and 11 inches (Article 2.6 B). Self-consolidating grout shall comply with Article 2.6 B.

Prestressing grout shall comply with Article 2.4 G.1.b. Continuous inspection is required for Risk Category IV buildings.

Construction of mortar joints Continuous Periodic Verify that mortar joints are placed in accordance with Article 3.3 B.

DURING CONSTRUCTION (TABLES 3 & 4, TMS602-22):

Size and location of structural elements Continuous Periodic Verify the locations of structural elements with respect to the approved plans and confirm that tolerances meet the requirements of Article 3.3 F.

Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

Continuous Periodic Verify that correct anchorages and connections are provided per the approved plans and TMS 402-22. Continuous inspection is required for Risk Category IV buildings.

Welding of reinforcement Continuous Periodic Verify that welding of reinforcement complies with AWS D1.4 and the approved construction documents.

Preparation, construction, and protection of masonry during cold weather (<40°F) or hot weather.

Continuous Periodic

Verify that cold-weather construction is performed in accordance with Article 1.8 C and hot weather construction (ambient temperature ˃100°F, or ˃90°F with wind velocity ˃8 mph) is performed in accordance with Article 1.8 D.

Application and measurement of prestressing force Continuous Periodic

Verify that application and measurement of prestressing force complies with Article

3.6 B.

Placement of grout and prestressing grout for bonded tendons Continuous Periodic

Verify that grout placement complies with Article 3.5 and prestressing grout placement complies with Article 3.6 C.

Placement of AAC masonry units and construction of thin-bed mortar joints Continuous Periodic

Verify that units are placed and thin-bed mortar joints are constructed in accordance with Article 3.3 B. Continuous inspection is required for the first 5,000 ft2 of AAC masonry; periodic thereafter.Continuous inspection is required for Risk Category IV buildings.

Observation of preparation of grout specimens, mortar specimens, and/or prisms

Continuous Periodic Confirm that specimens/prisms are prepared as required by Articles1.4 B and 1.6.

Continuous inspection is required for Risk Category IV buildings.

High-load diaphragms (IBC 1705.5.1) Continuous Periodic

Verify that the grade and thickness of sheathing, the nominal size of framing members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines, and the spacing between fasteners in each line and at edge margins agree with the approved construction documents. Performed by code inspection firm.

Metal-plate-connected wood trussses spanning 60 feet or greater (IBC

1705.5.2)

Continuous Periodic

Verify that temporary installation restraint/bracing and permanent individual truss member restraint/bracing are installed in accordance with the approved truss submittal package. Performed by code inspection firm.

Structural wood: main wind-force-resisting system and seismic force-resisting system (IBC 1705.12.2 &

1705.13.2)

Continuous Periodic

Verify nailing, bolting, anchoring and other fastening of elements of the main wind-force-resisting system and seismic force-resisting system, including wood shear walls, wood diaphragms, drag struts, braces, shear panels and hold-downs. Not required where the specified fastener spacing of the sheathing is more than 4" o.c.

Performed by code inspection firm.

MASS TIMBER CONSTRUCTION (TABLE 1705.5.3, IBC 2024: WHERE APPLICABALE):

Anchorage and connections of mass timber to foundations; erection of mass timber elements

Continuous Periodic

Inspect anchorage and connections of mass timber construction to timber deep foundation systems and to foundations, and inspect erection of mass timber elements per the approved construction documents.

Connections; threaded fasteners Continuous Periodic

Verify use of proper installation equipment and use of pre-drilled holes…