Attach 03 - Updated Drawings_06.24.2025.pdf

PROJECT

LOCATION

PROJECT LOCATION

THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND PROJECT

SPECIFIC NEPA DOCUMENTATION:

RECOMMENDED BY:

I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:

APPROVED BY:

INDEX

PROJECT ADDRESS

LATITUDE: 39°23'18.7"N

LONGITUDE: 105°16'24.0"W

DATE

FOREST ENGINEER

PROJECT MANAGER

REGIONAL ENGINEER

FOREST SUPERVISOR

ENGINEERING/REGIONAL SPECIALIST

[FIELD SUPPORT PROGRAM MANAGER]

DATE

DATE

DATE

DATE

PROJECT LOCATION

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

SOUTH PLATTE RANGER DISTRICT

R2

/2

/2

:4

:4

A

M A u to d e s k D o c s /U

S F

S B u ff a lo

C re e k W o rk

C e n te r/ -0

.0

A

R C

H B

U F

F A

L O

C R

E E

K W

O R

K C

E N

T E

R R

.r v t

COVER SHEET

G1.0 10/15/2024

JFRASER

NP, SH, PJ, JR

2022-08.11

UNITED STATES DEPARTMENT OF AGRICULTURE

ROCKY MOUNTAIN REGION

18046 COUNTY ROAD 126

BUFFALO CREEK, CO 80470

BUFFALO CREEK WORK CENTER - OFFICE

AND ENGINE STORAGE ADDITIONS

ROCKY MOUNTAIN REGION

BUFFALO CREEK, COLORADO

PIKE-SAN ISABEL NATIONAL FOREST & CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

Sheet Number Sheet Name

G1.0 COVER SHEET

G1.1 ALTERNATE BID ITEMS

G1.2 EXISTING CONDITIONS - FOR REFERENCE ONLY

CIVIL

C1 NOTES, SYMBOLS, & ABBREVIATIONS SHEET

C2 OVERALL PLAN

C3 DEMOLITION PLAN

C4 SITE PLAN

C5 GRADING AND DRAINAGE PLAN

C6 UTILITY PLAN

C7 OWTS DESIGN REPORT

C8 OWTS SPECIFICATIONS

C9 OWTS DETAILS

C10 OWTS DETAILS

C11 DETAILS

C12 DETAILS

C13 SITE SECTIONS

C14 EROSION CONTROL PLAN

C15 EROSION CONTROL NOTES

C16 EROSION CONTROL DETAILS

STRUCTURAL

S0.0 GENERAL NOTES

S0.1 GENERAL NOTES

S0.2 GENERAL NOTES

S0.3 QUALITY ASSURANCE

S0.4 QUALITY ASSURANCE

S1.0 LOADING DIAGRAMS

S1.1 FOUNDATION PLAN

S1.2 ROOF FRAMING PLAN

S2.0 TYPICAL CONCRETE DETAILS

S2.1 TYPICAL CONCRETE DETAILS

S2.2 CONCRETE DETAILS

S3.0 TYPICAL WOOD DETAILS

S3.1 WOOD DETAILS

S3.2 WOOD DETAILS

S3.3 WOOD DETAILS

S3.4 WOOD DETAILS

S3.5 WOOD DETAILS

ARCHITECTURAL

A1.0 ARCHITECTURAL NOTES & ABBREVIATIONS

D1.1 DEMOLITION FLOOR PLAN

D1.2 DEMOLITION REFLECTED CEILING PLAN

D1.3 DEMOLITION ROOF PLAN

A1.1 SITE PLAN

A1.2 LIFE SAFETY

A1.3 ACCESSIBILITY PLAN

A1.4 BUILDING ASSEMBLIES

A1.5 ABAAS / ABA FIGURES

A2.0 SLAB ON GRADE PLAN

A2.1 FLOOR PLAN

A2.1A AREA PLAN - OFFICE ADDITION

A2.2 REFLECTED CEILING PLAN

A2.3 ROOF PLAN

A2.4 FINISH PLAN

A2.5 FURNITURE PLAN

Sheet Number Sheet Name

A3.1 LOCKER ROOMS ENLARGED PLANS & ELEVATIONS

A3.2 BREAK ROOM ENLARGED PLANS & ELEVATIONS

A4.1 BUILDING ELEVATIONS

A4.2 BUILDING SECTIONS

A5.1 INTERIOR ELEVATIONS

A6.1 NEW WORK WALL SECTIONS

A6.2 EXISTING WALL SECTIONS

A6.3 NEW WORK WALL & ROOF DETAILS

A6.4 EXISTING WALL & ROOF DETAILS

A6.5 CEILING & CASEWORK DETAILS

A6.6 NEW WORK PLAN DETAILS

A6.7 NEW WORK PLAN DETAILS

A7.1 DOOR & HARDWARE SCHEDULES

A7.2 WINDOW TYPES AND DETAILS

MECHANICAL/PLUMBING

M1.0 MECHANICAL LEGEND

MD1.1 MECHANICAL/PLUMBING SITE DEMOLITION PLAN

MD2.1 MECHANICAL HVAC DEMOLITION PLAN

M2.1 MECHANICAL HVAC PLAN

PD2.1 PLUMBING DEMOLITION PLAN

P1.2 PLUMBING SITE PLAN

P2.1 PLUMBING PLAN

P2.2 PLUMBING - DOMESTIC WASTE AND VENT PLAN

P2.3 PLUMBING - ROOF PLAN

P4.1 PLUMBING ISOMETRICS

M5.0 MECHANICAL DETAILS

M6.0 MECHANICAL SCHEDULES

M6.1 MECHANICAL SCHEDULES

ELECTRICAL

E1.0 ELECTRICAL LEGEND

E1.1 ELECTRICAL ONE-LINE DIAGRAM

ED2.1 ELECTRICAL DEMOLITION PLAN

ED2.3 LIGHTING DEMOLITION PLAN

E2.1 ELECTRICAL PLAN

E2.2 ELECTRICAL ROOF PLAN

E2.3 LIGHTING PLAN

E5.0 ELECTRICAL DETAILS

E6.0 ELECTRICAL SCHEDULES

E6.1 ELECTRICAL SCHEDULES

E6.2 ELECTRICAL SCHEDULES

FIRE ALARM

F1.1 SITE LIFE SAFETY PLAN

FA1.1 FIRE ALARM DEMOLITION

FA1.2 FIRE ALARM NEW LAYOUT

TECHNOLOGY

T1.0 TECHNOLOGY LEGEND

T1.1 TECHNOLOGY SITE PLAN

T2.1 TECHNOLOGY FLOOR PLAN

T2.2 TECHNOLOGY REFLECTED CEILING PLAN

T3.1 TECHNOLOGY PLAN

NO. REVISION/ ISSUE DATE

ADDENDUM 02 10/15/2024

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

/2

/2

:4

:4

A

M A u to d e s k D o c s /U

S F

S B u ff a lo

C re e k W o rk

C e n te r/ -0

.0

A

R C

H B

U F

F A

L O

C R

E E

K W

O R

K C

E N

T E

R R

.r v t

ROCKY MOUNTAIN REGION

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

ALTERNATE BID

ITEMS

G1.1 10/15/2024

JFRASER

NP, SH, PJ

2022-08.11

OPTIONAL BID ITEMS LIST:

OI-01 EXISTING SIDING

a. BASE BID: EXISTING TO REMAIN

b. ADD ALTERNATE: REPLACE EXISTING TO MATCH NEW

OI-02 EQUIPMENT STORAGE LOCKERS

a. BASE BID: EXISTING LOCKERS REMAIN

b. ADD ALTERNATE: REPLACE WITH TWO TIER CAGE STYLE EQUIPMENT STORAGE LOCKER SYSTEM

OI-03 PAVING APRON

a. BASE BID: AGGREGATE BASE COURSE (ABC) SECTION.

b. ADD ALTERNATE: PROVIDE HEAVY DUTY CONCRETE PAVING APRON

OI-04 EXISTING OFFICE BUILDING

a. BASE BID: EXCLUDED FROM SCOPE OF WORK

b. ADD ALTERNATE: COMPLETE DEMOLITION AND SITE CLEARING

OI-05 EXISTING ENGINE BAY RADIANT HEATERS

a. BASE BID: EXISTING TO REMAIN

b. ADD ALTERNATE: REPLACE THE EXISTING RADIANT HEATERS IN THE EXISTING ENGINE BAYS. SEE MECH.

OI-06 ENGINE BAY ADDITION

a. BASE BID: ADDITION AND RELATED SCOPE NOT INCLUDED.

b. ADD ALTERNATE: ADDITION AND ALL RELATED WORK AS SHOWN.

OI-07 SEWER SERVICE LINES

a. BASE BID: EXISTING TO REMAIN.

b. ADD ALTERNATE: REPLACE EXISTING RESIDENCE SANITARY SEWER SERVICE LINE TO THE BUILDING, WITH NEW PVC PIPING. CAP EXISTING OFFICE SEWER LINE.

OI-08 WINDOW GRILLES

a. BASE BID: WINDOWS AS SHOWN ON ELEVATIONS

b. ADD ALTERNATE: WINDOW GRILLES AS SHOWN ON WINDOW TYPES SHEET.

NO. REVISION/ ISSUE DATE

01 ADDENDUM 06/26/2024

FD

10' - 10" 10' - 6"

13' - 0 1/2" 2' - 6" 12' - 0" 2' - 0" 12' - 0" 2' - 0" 12' - 0" 2' - 5 1/2"

1532 SF

ENGINE STORAGE

118 SF

OFFICE/ RADIO ROOM

74 SF

UNISEX RR

4 5

C

D

58' - 0"

EX1EX1 EX1

4' - 8" 6' - 4 5/8"

/2

3' - 8"

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

/2

/2

:4

:5

A

M A u to d e s k D o c s /U

S F

S B u ff a lo

C re e k W o rk

C e n te r/ -0

.0

A

R C

H B

U F

F A

L O

C R

E E

K W

O R

K C

E N

T E

R R

.r v t

ROCKY MOUNTAIN REGION

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

EXISTING

CONDITIONS - FOR

REFERENCE ONLY

G1.2 10/15/2024

JFRASER

NPOTTER

2022-08.11

1/4" = 1'-0" A4

LEVEL 1 EXISTING CONDITIONS HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

KEYNOTES

EX1 EXISTING STORAGE CASEWORK TO REMAIN.

NO. REVISION/ ISSUE DATE

SYMBOL DESCRIPTION

MECH UNIT (XX.Xk = MECH

UNIT OPERATING WEIGHT

IN KIPS INCLUDING INERTIA

BASE)

PAD THICKNESS

OVERFRAMING

CAST-IN-PLACE CONCRETE

XX.Xk

X" EXTENT OF CONCRETE PAD

YW1 WALLS, Y = (F)ND, (C)IP CONC,

(R)ETAINING, CIP CONC

(S)HEARWALL

FTG MARK (SF = STRIP FTG)

T/FTG EL

F1

XX'-X"

SYMBOL DESCRIPTION

ELEVATION CALLOUT

XXX'-XX"

STEP

SLOPE

KEY NOTE

SUBGRADE

FORM SAVER

DRAWING REVISION NUMBER

CURRENT REVISION CLOUD

X

SERVICE LOAD PROVIDED

FOR SPECIALTY DESIGNER

WELDED-WIRE REINFORCEMENT

SECTION OR

DETAIL CUT

SHEET NUMBER

ELEVATION CUT

SHEET NUMBER

GRID LINES

X

XX

X

XX

SOGXXA

XXX'-XX"

SLAB THICKNESS

TYPE

T/SLAB

SLAB TYPE

CXX

BP-X

COLUMN SIZE OR MARK

BASE PLATE TYPE

NOTES:

1. ITEMS NOT DESIGNED BY M/M ARE SHOWN HALFTONED,

2. ITEMS INCLUDE:

- EXISTING CONSTRUCTION

- PERFORMANCE SPECIFIED ITEMS (STAIRS, RAILINGS, ETC.)

SYMBOL DESCRIPTION

F ORE S T S ERV I CE

DEP

A R TMENT OF AGR I CU LT

UR

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

LE

A D

R E

V

IT

T E

C H

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

/1

/2

:2 0:

P M

A u to d e sk

D o cs

/U S

F S

B uf fa lo

C re e k

W o rk C e n te r/

3.

.S

.0

B uf fa lo

C re e k

W or k C e n te r

A d d iti o n s

S

3.

rv t

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

GENERAL NOTES

S0.0 10/15/2024

SMOLLOY

JAJA

23.1414.S.01

JE

R

E M

Y A

JA

JE

R

E M

Y A

JA

S E

A N

M O

LL

O

Y

.1

4.

S

.0

S E

A N

M O

LL

O

Y N

/A

ABBREVIATIONS

(E) or EXIST Existing

/ Per

@ At

AB Anchor Bolt

ACI American Concrete Institute

ADDNL Additional

AFF Above Finish Floor

ALT Alternate

APA American Plywood Association

APPROX Approximate

ARCH Architect or Architectural

B/ or BO Bottom of

BAL Balance

BD Board

BL Brick Ledge

BLDG Building

BLKG Blocking

BM Beam

BN Boundary Nail

BOT or B Bottom

BRG Bearing

BTWN Between

CC Center to Center

CG Center of Gravity

CIP Cast-In-Place

CJ Control Joint

CL Centerline

CLG Ceiling

CLMS Ceiling/Light/Mechanical/ Superimposed Load

CLR Clear

COL Column

CONC Concrete

CONN Connection

CONST Construction

CONT Continue or Continuous

CONTR Contractor

COORD Coordinate

CSJ Construction Joint

CTR(D) Center(ed) d Penny

D or DL Dead Load

DAS Deformed Anchor Stud db Rebar Diameter

DBL Double

DFS Deferred Submittal

DIA OR Ø Diameter

DIAG Diagonal

DIM Dimension

DN Down

DTL(s) Detail(s)

DWG(s) Drawing(s)

DWL(s) Dowels(s)

E Earthquake Load

E-W East-West

EA Each

EC Epoxy Coated

EE Each End

EF Each Face

EJ Expansion Joint

EL Elevation

EMBED Embedded

EN Edge Nail

ENGR Engineer

EOR Engineer-of-Record

EQ Equal

EQ SP Equally Spaced

EQUIP Equipment

ES Each Side

EW Each Way

EXP Expansion

EXP ANCH Expansion Anchor

EXT Exterior

FAB Fabricate

FD Footing Dowel

FF Finished Floor

FIN Finish(ed)

FLG Flange

FLR Floor

FND Foundation

FO Face of

FRAM Framing

FS Far Side

FT Foot or Feet

FTG Footing

FV Field Verify

GA Gage or Gauge

GALV Galvanized

GC General Contractor

GL Glu-lam

GLB Glu-lam Beam

GR Grade or Grind

HAS or HDAS Headed Anchor Stud

HD Headed or Holddown

HDAR Headed Anchor Rod

HDG Hot Dipped Galvanized

HK Hook

HORIZ Horizontal

HT Height

I.F. Inside Face

IN Inch

INT Interior

IS Inside Diameter

JST Joist

JT Joint k Kip

L Length or Live Load

LB(S) Pound(s)

LCE Compression Embedment

LCS Compression Lap Splice

LDH Hook Development Length

LG Length

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LOC(s) Location(s) or Locate

LONG Longitudinal

Lr Roof Live Load

LSH Long Side Horizontal

LSL Laminated Strand Lumber

LSV Long Side Vertical

LT Light

LTE Tension Embedment

LTS Tension Lap Splice Length

LVL Level or Laminated Veneer Lumber

MAS Masonry

MATL Material

MAX Maximum

MECH Mechanical

MEP Mech/Elect/Plumb

MIL Micro-Lam

MIN Minimum

MISC Miscellaneous mm Millimeter

MNFR Manufacturer

MTL Metal

N North

N-S North-South

NIC Not in Contract

NM Non-Metallic

NO OR # Number

NOM Nominal

NS Non-Shrink or Near Side

NTS Not to Scale

NWC Normal Weight Concrete

O.F. Outside Face

OAE Or Approved Equivalent

OC On Center

OD Outside Diameter

OH Opposite Hand

OPNG Opening

OPP Opposite

OVS Oversized

PAF Powder Actuated Fastener

PCA Portland Cement Association

PEN Penetration

PERP Perpendicular

PL Plate (Steel)

PLF Pounds Per Lineal Foot

PREFAB Prefabricated

PRELIM Preliminary

PSF Pounds Per Square Foot

PSI Pounds Per Square Inch

PSL Parallel Strand Lumber

QTY Quantity

R Radius or Rain Load

RAD Radius

RC Reinforced Concrete

RE: or REF Refer to (Reference)

REINF Reinforce(ing)(d)(ment)

REQD Required

REQT(s) Requirement(s)

RET Return

RO Rough Opening

S South

SCHED Schedule

SECT Section

SIM Similar

SL Snow Load

SLH Short Leg Horizontal

SLRS Seismic Load Resisting System

SLV Short Leg Vertical

SOG Slab on Grade

SP Space(s)

SP @ Space at

SPECS Specifications

SPRT Support

SS Stainless Steel

SSL Short-Slotted

STD Standard

STIFF Stiffener

STL Steel

STR Structural

SW Shearwall

SYM Symmetrical

T Top or Thermal Load

T&B Top and Bottom

T/ or T.O. Top of

THK Thick or Thickness

TL Total Load

TOC Top of Concrete

TOF Top of Footing

TOP Topping

TOS Top of Steel

TOW Top of Wall

TRANS Transverse

TYP Typical

ULT Ultimate

UNO Unless Noted Otherwise

Vasd Service Level/Nominal Design Wind Speed

VERT Vertical

VIF Verify in Field

Vult Ultimate Design Wind Speed

W Wind Load

W/ With

W/O Without

WD Width or Wood

WF Wide Flange

WP Working Point or Waterproofing

WPS Welding Procedure Specification

WT Weight

WWR Welded Wire Reinforcing

WxH Width x Height

SYMBOL LIST

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS “CONTRACTOR’S ENGINEER”, “MECHANICAL ENGINEER”, ETC.

1B) THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL

REQUIREMENTS.

1C)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ARCHITECT OF EXISTING UTILITIES OR

SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK.

1D)STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS

DIMENSIONED OTHERWISE.

2) USE OF DRAWINGS:

2A) DO NOT SCALE DRAWINGS.

2B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS:

- CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION

- THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING

3) EXISTING STRUCTURES:

3A) CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS

PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.

3B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT

OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD

3C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.

3D)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP

DRAWINGS.

3E) CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE

CONSTRUCTION SCHEDULE.

3F) SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. NEW OPENING MAY BE EITHER SHOWN ON THE CONTRACT DOCUMENTS OR

PROPOSED BY THE CONTRACTOR. DRAWING SHALL SHOW:

- VERTICAL & HORIZONTAL LOCATION AND SIZE OF NEW OPENING(S)

- ALL EXISTING OPENINGS IN THE VICINITY OF THE NEW OPENING(S)

- ALL EXISTING STRUCTURE (BEAMS, COLUMNS, SLABS, WALLS, ETC) IN THE VICINITY OF THE NEW

OPENING(S)

- ALL REINFORCING BAR SIZES AND POSITIONS (LAYOUT LOCATION AND DEPTH) CONFLICTING WITH OR IN

THE VICINITY OF THE NEW OPENING(S).

4) COORDINATION:

4A) STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS

INTO SHOP DRAWINGS AND WORK.

4B) COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING

SUBMITTAL.

4C)SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS. PARTITION FRAMING SHALL BE CONNECTED TO THE PRIMARY STRUCTURE IN SUCH A WAY SO AS TO ALLOW FOR VERTICAL LIVE LOAD DEFLECTIONS OF SPAN/360 AT FLOOR FRAMING OR SPAN/240 AT ROOF FRAMING. DO NOT MAKE RIGID VERTICAL AND

HORIZONTAL CONNECTIONS TO THE PRIMARY STRUCTURE IN THE PLANE OF THE PARTITION.

5) SUBMITTALS AND SUBSTITUTIONS:

5A) SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS.

- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS.

VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE

MARTIN/MARTIN, INC. FOR MAKING THE CHANGE.

- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS

- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO

PREPARE THE SUBMITTAL

- SUBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD RESISTING SYSTEM

IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC 2021 SECTION 1704

5B) SUBSTITUTIONS: ARCHITECT’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS

5C)NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE

REPAIR.

5D)ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY.

6) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS:

6A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND ONLY FOR LOADS

ANTICIPATED DURING THE STRUCTURE’S SERVICE LIFE.

6B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO “LATERAL LOAD RESISTING SYSTEM DESCRIPTION” IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT

IS NOT LIMITED TO:

- LAYOUT

- DESIGN FOR FORMWORK, SHORING, AND RESHORING

- DESIGN OF CONCRETE MIXES

- ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION

- WELD PROCEDURES

- DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS

- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND

MATERIALS

- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS

6C)CONTRACTOR’S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND

CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE

CONSTRUCTION PERIOD.

6D)FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE SLABS-ON-GRADE AND UPPER SLABS ARE IN-PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED. USE ONLY

HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND GRADE BEAMS.

GRADE BEAMS SHALL BE BACKFILLED EVENLY ON BOTH SIDES.

6E) NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL

DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS

REPRESENT FINAL CONDITIONS ONLY.

- THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.

- THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STABILIZER

PLATES, BRIDGING, BRACING, ETC., AS WELL AS CLOSURES FOR OPENINGS.

GENERAL NOTES

HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

Sheet List

Sheet Number Sheet Name

S0.0 GENERAL NOTES

S0.1 GENERAL NOTES

S0.2 GENERAL NOTES

S0.3 QUALITY ASSURANCE

S0.4 QUALITY ASSURANCE

S1.0 LOADING DIAGRAMS

S1.1 FOUNDATION PLAN

S1.2 ROOF FRAMING PLAN

S2.0 TYPICAL CONCRETE DETAILS

S2.1 TYPICAL CONCRETE DETAILS

S2.2 CONCRETE DETAILS

S3.0 TYPICAL WOOD DETAILS

S3.1 WOOD DETAILS

S3.2 WOOD DETAILS

S3.3 WOOD DETAILS

S3.4 WOOD DETAILS

S3.5 WOOD DETAILS

NO. REVISION/ ISSUE DATE

100%

CONSTRUCTION

DOCUMENTS

05/22/2024

10/15/2024

1'-5"

F ORE S T S ERV I CE

DEP

A R TMENT OF AGR I CU LT

UR

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

LE

A D

R E

V

IT

T E

C H

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

/1

/2

:2 0:

P M

A u to d e sk

D o cs

/U S

F S

B uf fa lo

C re e k

W o rk C e n te r/

3.

.S

.0

B uf fa lo

C re e k

W or k C e n te r

A d d iti o n s

S

3.

rv t

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

GENERAL NOTES

S0.1 10/15/2024

SMOLLOY

JAJA

23.1414.S.01

JE

R

E M

Y A

JA

JE

R

E M

Y A

JA

S E

A N

M O

LL

O

Y

.1

4.

S

.0

S E

A N

M O

LL

O

Y N

/A

ROOF MECHANICAL

UNITS -- -- NO -- SEE PLAN

FIRE PREVENTION

BAY/EXERCISE ROOM -- 150 NO -- 2000

OFFICE LOBBIES, EXIT

FACILITIES -- 100 NO -- 2000

ROOF 25 (INCLUDES 8

SOLAR

READY/ROOFING

LOAD)

20 ROOF LIVE

LOAD, SEE NOTE 7

FOR SNOW LOADS

NO -- 300

LOCATION

SUPERIMPOSED

DEAD LOAD (PSF)

LIVE LOAD (PSF)

LIVE LOAD

REDUCTION

PARTITION LOAD

(PSF)

POINT LOAD (LB)

GRAVITY LOADS

1) CODES AND STANDARDS:

1A)GENERAL DESIGN

- INTERNATIONAL BUILDING CODE 2021

2) SEISMIC LOADS

- SEISMIC DESIGN CATEGORY = B

- RISK CATEGORY = II

- EARTHQUAKE IMPORTANCE FACTOR, le = 1.00

- MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 26.1 %g

- MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 6.50 %g

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.277

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.104

- SOIL SITE CLASS = D

- STRUCTURAL SEISMIC LATERAL SYSTEM: LIGHT FRAME WALLS WITH STRUCTURAL WOOD SHEAR PANELS

- RESPONSE MODIFICATION FACTOR, R = 6.5

- SEISMIC RESPONSE COEFFICIENT, Cs = 0.043

- SYSTEM OVERSTRENGTH FACTOR, OMEGA = 2.5

- DESIGN BASE SHEAR = 15.0k

- SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL-FORCE ANALYSIS

3) WIND LOADS

- RISK CATEGORY = II

- BASIC ULTIMATE WIND SPEED, Vult = 145 mph

- BASIC NOMINAL WIND SPEED, Vasd = 113 mph

- EXPOSURE CATEGORY = C

- INTERNAL PRESSURE COEFFICIENT, Gcpi = +/-0.18

- TOPOGRAPHIC FACTOR, Kzt = 1.000

- GROUND ELEVATION FACTOR, Ke = 1.0000

4) DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR 4A) LISTED COMPONENT AND CLADDING WIND PRESSURES ARE INCLUDED FOR REFERENCE ONLY. FINAL

CALCULATIONS SHALL BE COMPLETED BY CONTRACTOR

4B) PRESSURES LISTED BELOW ARE ULTIMATE

4C)SEE 'WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM'

4D)COMPONENT AND CLADDING SURFACE PRESSURES (PSF)

- WALLS PRESSURES

WALLS AREA 10 SF 100 SF 200 SF 500 SF

WALLS INTERIOR NEG ZONE 4 -39.6 -34.1 -32.5 -30.3

WALLS CORNER NEG ZONE 5 -48.9 -37.9 -34.7 -30.3

WALLS POSITIVE ZONES 4 & 5 36.5 31.0 29.4 27.2

- ROOF PRESSURES

ROOF AREA 10 SF 100 SF 500 SF

NEGATIVE ZONE 1 -67.4 -21.0 -21.0

NEGATIVE ZONE 2 -98.3 -54.1 -36.5

NEGATIVE ZONE 3 -116.9 -61.2 -31.2

POSITIVE ALL ZONES 22.1 16.0 16.0

OVERHANG ZONE 1' -77.3 -46.4 -46.4

OVERHANG ZONE 2 -108.2 -75.1 -61.9

OVERHANG ZONE 3 -145.4 -71.1 -71.1

5) LATERAL LOAD RESISTING SYSTEM DESCRIPTION:

- WOOD PANEL SHEATHED HORIZONTAL DIAPHRAGMS, WOOD PANEL SHEATHED SHEAR WALLS, CAST-IN-PLACE

CONCRETE FOUNDATION WALLS

6) GRAVITY LOADS

6A) SEE GRAVITY LOADS TABLE SEE LOAD KEY SHEETS FOR SUPERIMPOSED DEAD LOAD AND LIVE LOADS USED IN

DESIGN

6B)DRIFTING, SLIDING AND UNBALANCED SNOW

- GROUND SNOW LOAD = 52.9 psf

- SNOW EXPOSURE FACTOR, Ce = 1.0

- SNOW LOAD IMPORTANCE FACTOR, ls = 1.0

- THERMAL FACTOR, Ct = 1.0 (OFFICE ADDITION)

- THERMAL FACTOR, Ct = 1.20 (EXISTING BUILDING AND ENGINE BAY ADDITION)

- UNIFORM ROOF SNOW LOAD = 37.0 psf (OFFICE ADDITION)

- UNIFORM ROOF SNOW LOAD = 44.5 psf (EXISTING BUILDING AND ENGINE BAY ADDITION)

7) RAIN LOADS:

7A) DESIGN RAIN INTENSITY = 2.50 inches per hour

1) GENERAL:

1A) THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE

CONTRACTOR:

- METAL PLATE CONNECTED WOOD TRUSSES

- ANCHORAGE, BRACING AND ATTACHMENT OF REQUIRED ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, AND OTHER EQUIPMENT AND SYSTEMS.

1B) CONNECTION OF DEFERRED SUBMITTAL ITEMS TO PRIMARY STRUCTURE BY DEFERRED SUBMITTAL SUPPLIER. DEFERRED SUBMITTAL SUPPLIER TO PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED TO. REFERENCE LOAD MAPS FOR MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER LOAD

ALLOWANCES.

1C)ALL DEFERRED SUBMITTALS TO BE ATTACHED TO PRIMARY STRUCTURE WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO PRIMARY STRUCTURE NOT PERMITTED UNLESS NOTED ON DRAWINGS OR APPROVED BY ENGINEER IN WRITING PRIOR TO SUBMITTAL

OF DRAWINGS OR CALCULATIONS.

1D)LOADING AND LOCATION FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS ARE NOTED ON DRAWINGS AND ARE NOT TO BE RE-

LOCATED OR INCREASED WITHOUT WRITTEN APPROVAL.

1E)WALLS, GRADE BEAMS AND THE UNDERSIDE OF CONCRETE ON METAL DECK SHALL BE CONSIDERED CRACKED FOR THE PURPOSE

OF DESIGNING ANCHORS FOR ATTACHMENT OF DEFERRED SUBMITTAL ITEMS.

1F) SUBMIT STAMPED STRUCTURAL CALCULATIONS FOR ALL DEFERRED SUBMITTAL ITEMS PRIOR TO OR CONCURRENTLY WITH DRAWINGS OR PRODUCT DATA. INCLUDE ANALYSIS OF ATTACHMENT TO PRIMARY STRUCTURE. INCLUDE CURRENT ICC REPORT WITH

ALL PROPRIETARY STRUCTURAL ELEMENTS AND ANCHORS/FASTENERS.

1G)POWDER ACTUATED FASTENERS (PAF) INTO CONCRETE SHALL NOT BE USED TO RESIST TENSION LOADS. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST GRAVITY LOADS WHICH INCLUDE STONE/BRICK VENEER.

1) DESIGN CRITERIA:

THE GEOTECHNICAL REPORT PREPARED BY YEH AND ASSOCIATES, INC., NUMBER 223-371, DATED 2/28/2024

PROVIDED CRITERIA FOR THE FOUNDATION DESIGN FOR THE PROJECT.

2) FOOTINGS:

2A) FOOTING DESIGN CRITERIA:

- MAXIMUM TOTAL LOAD BEARING PRESSURE = 2750 PSF

- MINIMUM CONTINUOUS FOOTING WIDTH = 1.5 FT

- MINIMUM SPREAD FOOTING WIDTH = 2 FT

- ULTIMATE COEFFICIENT OF FRICTION TO RESIST LATERAL LOADS = 0.35

- FROST DEPTH TO BOTTOM OF FOUNDATION = 36 IN

1) PERSONNEL REQUIREMENTS:

1A) THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS HAVE

PASSED THE TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

1B) PERSONNEL WHO WILL INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS IN CONCRETE THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. THESE ANCHORS ARE DESIGNATED WITH A (CERT) AFTER THE ANCHOR CALL OUT. SUBMIT DOCUMENTED CONFIRMATION THAT PERSONNEL HAVE PASSED THE

TRAINING COURSE PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.

2) INSTALLATION REQUIREMENTS:

2A) ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS AND PER MANUFACTURER'S ON-SITE TRAINING.

2B) ALL ADHESIVE ANCHORS AND ADHESIVE ANCHORED REINFORCEMENT DESIGNS ARE FOR INSTALLATION IN THE FOLLOWING CONDITIONS, UNLESS NOTED OTHERWISE. WRITTEN APPROVAL MUST BE RECEIVED

FROM ENGINEER PRIOR TO INSTALLATION IN ALTERNATE CONDITIONS.

- DRY CONCRETE, UNLESS NOTED OTHERWISE.

- CONCRETE TEMPERATURE AT TIME OF INSTALLATION THROUGH CURE TIME MUST BE WITHIN THE TEMPERATURE RANGE SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION FOR

ADHESIVE GEL AND CURE TIMES.

- ANCHOR HOLES TO BE HAMMER DRILLED AND CLEANED.

- CONCRETE MUST BE AT LEAST 21 DAYS OLD BEFORE INSTALLATION OF ANCHORS.

- HOLES TO BE CLEANED AND PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED

INSTALLATION INSTRUCTIONS AND EVALUATION REPORT PRIOR TO ADHESIVE INJECTION.

2C)THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO INSTALLING POST INSTALLED ANCHORS OR REINFORCEMENT. EXISTING REINFORCEMENT SHALL BE LOCATED USING A SCANNER, GPR, X-RAY, CHIPPING OR OTHER MEANS. DO NOT DAMAGE OR CUT

EXISTING REINFORCEMENT.

3) SUBSTITUTION REQUESTS:

3A) SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS AND PRODUCT DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS IN COMPLIANCE WITH THE RELEVANT BUILDING CODES, LOAD RESISTANCE, INSTALLATION CATEGORY, CREEP APPROVAL, IN-SERVICE TEMPERATURE AND

INSTALLATION TEMPERATURE OF THE SPECIFIED PRODUCT.

DESIGN CRITERIADEFERRED SUBMITTALS

STEEL NOTES

POST-INSTALLED ANCHOR NOTES

SCREW ANCHORS

HILTI KWIK HUS-EZ - -

SUBMIT CALCULATIONS

FOR SUBSTITUTIONS

EXPANSION ANCHORS

(IN CONCRETE) HILTI KWIK BOLT TZ2 - -

SUBMIT CALCULATIONS

FOR SUBSTITUTIONS

ADHESIVE ANCHOR RODS

MIN

MIN

THREADED ROD,

UNGREASED

ADHESIVE

(IN CONCRETE W/>12" EMBEDMENT) HILTI HIT-RE 500 V3 - -

SUBMIT CALCULATIONS

FOR SUBSTITUTIONS

ADHESIVE

(IN CONCRETE) HILTI HIT-HY 200 V3 - -

SUBMIT CALCULATIONS

FOR SUBSTITUTIONS

ANCHOR TYPE PRODUCT

Fy

(KSI)

Fu

(KSI)

COMMENT

POST-INSTALLED ANCHOR TABLE - HILTI

FOUNDATION NOTES

1) CONNECTIONS:

1A) PROVIDE CONNECTIONS AS SHOWN IN THE ‘STEEL BEAM CONNECTION SCHEDULES’ AND DETAILS HEREIN. REFER TO

SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN.

2) STEEL MATERIALS:

2A) SEE ‘STEEL MATERIAL TABLE’

3) WELDING REQUIREMENTS:

3A)WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS.

3B)MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED.

3C)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS

EXIST AT THE FAYING SURFACE.

3D)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4.

3E) ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED.

3F) FIELD WELDING SYMBOLS INDICATE SEQUENCE CONSIDERED DURING DESIGN. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER TO MODIFY WELD INSTALLATION LOCATION INDICATED ON THE DOCUMENTS:

- FROM SHOP TO FIELD

- FROM FIELD TO SHOP

3G)DEFORMED ANCHOR STUDS (DAS) AND HEADED ANCHOR STUDS (HAS / HDAS) SHALL BE SHOP OR FIELD WELDED AT

CONTRACTOR’S OPTION UNLESS NOTED OTHERWISE

4) STRUCTURAL STEEL INSTALLATION:

4A) UNLESS INDICATED OTHERWISE, SNUG TIGHTEN ALL JOINTS AS DEFINED BY AISC

CONNECTIONS AS INDICATED BELOW SHALL BE PRETENSIONED PER TABLE J3.1 OF ANSI/AISC 360-10 AISC 360-10 AISC 360-05 AISC 360-16

WF, WT A992 50 65 EC: 1.35 / RC: 75% -

WELDING ELECTRODES,

THICKNESS OF THINNER

PART > 0.1 INCHES (12 GA)

E70 - - - PER AWS

RECT HSS A500 GR C 50 62 EC: 2.20 / RC: 50% -

PLATES A572 50 65 EC: 1.90 / RC: 50% -

CHANNELS AND OTHER

SHAPES A572 50 65

EC: 1.35 / RC: 50%

UNO

ANGLE RC: 75%

BOLTS

F3125 - TYPE A325

OR F1852

- 120 -

BOLTS ARE 3/4"Ø UNO, USE

TENSION- CONTROLLED

WHERE POSSIBLE

ANCHOR RODS AND

THROUGH BOLTS F1554 GR 55 55 75 -

WELDABLE, HEAVY HEX

HEADED

STEEL ELEMENT ASTM/TYPE

Fy

(KSI)

Fu

(KSI)

SUSTAINABILITY

GOALS - NOTE 1

COMMENTS

STEEL MATERIAL TABLE

HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

NO. REVISION/ ISSUE DATE

100%

CONSTRUCTION

DOCUMENTS

05/22/2024

A R TMENT OF AGR I CU LT

UR

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

LE

A D

R E

V

IT

T E

C H

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

/1

/2

:2 0:

P M

A u to d e sk

D o cs

/U S

F S

B uf fa lo

C re e k

W o rk C e n te r/

3.

.S

.0

B uf fa lo

C re e k

W or k C e n te r

A d d iti o n s

S

3.

rv t

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

GENERAL NOTES

S0.2 10/15/2024

SMOLLOY

JAJA

23.1414.S.01

JE

R

E M

Y A

JA

JE

R

E M

Y A

JA

S E

A N

M O

LL

O

Y

.1

4.

S

.0

S E

A N

M O

LL

O

Y N

/A

1) GENERAL:

1A) ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT

SPECIFICATIONS.

1B) DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, PROJECT SPECIFICATIONS, AND ACI PUBLICATION SP-66

(2004): “ACI DETAILING MANUAL”

2) REINFORCING MATERIALS:

2A) SEE ‘REINFORCING MATERIAL TABLE’

3) REINFORCING FABRICATION:

3A) SPLICES:

- NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS

OR MECHANICAL CONNECTORS.

- SEE ‘LAP SPLICE SCHEDULE’ FOR LAP LENGTHS.

- SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS ‘LTS’ UNLESS NOTED

OTHERWISE.

- SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS OVER SUPPORT UNLESS NOTED OTHERWISE.

3B)MISCELLANEOUS REINFORCING REQUIREMENTS:

- PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE

PLACEMENT.

- MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED.

- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM

WELDING IN ACCORDANCE WITH AWS D1.4-2011.

- PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN

TYPICAL DETAILS.

4) STRUCTURAL CONCRETE MIX REQUIREMENTS:

4A) SEE ‘CONCRETE MIX TABLE’

5) SLAB-ON-GRADE:

5A) VERIFY ALKALINITY OF CONCRETE SURFACE, SLAB VAPOR TRANSMISSION, AND SLAB FLATNESS/LEVELNESS

ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO INSTALLING FLOORING.

5B) TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING COMPOUND IF FLOOR

FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT.

6) NON-SHRINK GROUT:

6A) CONFORM TO ASTM C1107

6B) ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

7) PLACING REINFORCEMENT:

7A) REINFORCEMENT PROTECTION:

- SEE ‘REBAR COVER TABLE’

- SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES

7B) PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED

CONCRETE IS NOT PERMITTED.

8) CONSTRUCTION/CONTROL JOINTS:

8A) SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE

EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE.

8B) CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE MATERIAL

REMOVED PRIOR TO SECOND CONCRETE PLACEMENT.

9) MODIFICATIONS TO HARDENED OR EXISTING CONCRETE

9A) UNLESS NOTED ON THE STRUCTURAL DOCUMENTS MODIFICATIONS AS LISTED BELOW SHALL NOT BE MADE TO

HARDENED OR EXISTING CONCRETE WITHOUT APPROVAL OF THE ARCHITECT:

- SAW CUTTING

- CORING

- CHIPPING

9B)DO NOT CUT OR DAMAGE ANY REINFORCING WITHOUT APPROVAL OF THE ARCHITECT

10) SLEEVES, OPENINGS, AND EMBEDED PIPE/CONDUITS:

10A) GENERAL

- REFER TO TYPICAL DETAILS FOR REQUIREMENTS FOR CONDUIT AND PIPE EMBEDDED IN WALLS AND SLABS

- REFER TO TYPICAL DETAILS FOR SPACING AND LAYOUT LIMITATIONS FOR SLEEVES AND OPENINGS

- FORM OPENINGS AND PROVIDE SLEEVES BEFORE PLACING CONCRETE, CORING OF CONCRETE IS NOT

PERMITTED

- AT COMPOSITE SLABS DO NOT CUT DECK FOR AT LEAST 7 DAYS AFTER CONCRETE PLACEMENT

10B) REINFORCING

- REFER TO TYPICAL DETAILS FOR REINFORCEMENT REQUIREMENTS AT SLEEVES, OPENINGS OR CONDUIT

- DO NOT CUT REINFORCING WHICH MAY CONFLICT

CONCRETE NOTES

a. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR

CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%.

FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW.

USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM

CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD

- PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO

OBTAIN DESIRED RESULTS.

- PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE

MAXIMUM WATER-CEMENT RATIO NOTED.

PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO:

CONCRETE MIX TABLE NOTES:

ALL CONC OTHERWISE

NOT SPECIFIED 4 NWC 0.50 3/4 6 -

WORK CENTER SLAB ON

GRADE

3.5 NWC - 1 NP -

2 FOOTINGS 3 NWC - 1 - -

ALL CONC EXPOSED TO

WEATHER OR DEICERS:

ENGINE BAY SLAB ON

GRADE, WALLS, COLUMNS

5 NWC 0.40 3/4 6 -

CONC

MIX

TYPE

INTENDED USE

28 DAY

STRENGTH f'c

(KSI)

CONC

WEIGHT

MAX W/C

RATIO,

INCLUDING

FLY ASH

MAX

AGGREGATE

SIZE, IN

(ASTM C33)

TOTAL AIR

CONTENT

NOTE a

OTHER

REQTS,

NOTE b

CONCRETE MIX TABLE

EPOXY COATING OF REINFORCING A775 OR A934 - - -

WELDED WIRE REINFORCING, DEFORMED A1064 70 80 -

WELDED WIRE REINFORCING, SMOOTH A1064 65 75 -

WELDED & FIELD BENT REINF A706 60 80 -

TYP REINFORCING A615 60 90 -

REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS

REINFORCING MATERIAL TABLE

1) LAMINATED MEMBER SIZES:

1A) LVL, PSL, LSL, GLU-LAM AND OTHER FABRICATED MEMBERS (TJI) SIZES SHOWN ARE NET. OTHER

MEMBER SIZES ARE NOMINAL.

2) FRAMING LUMBER:

2A) DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), HEM-FIR WITH MINIMUM DESIGN VALUES BASED ON THE 2018 NDS. SEE ‘FRAMING LUMBER TABLE’ FOR MINIMUM GRADES. DOUGLAS

FIR-LARCH WHERE NOTED ON PLAN.

2B) BEAMS AND STRINGERS USED WITH CANTILEVERS OR CONTINUOUS SPANS SHALL BE GRADED TO

PROVIDE THE SPECIFIED ALLOWABLE STRESSES OVER THE ENTIRE MEMBER LENGTH.

3) FABRICATED LUMBER:

3A) FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFACTURED BY iLEVEL, BOISE, IDAHO.

3B) FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF THE FOLLOWING: TJI JOISTS, MICROLLAM (LVL), PARALLAM (PSL), TIMBERSTRAND (LSL).

3C)THE MANUFACTURER SHALL PROVIDE WEB STIFFENERS ON I-JOISTS, END BLOCKING, BRIDGING, AND ERECTION BRACING AS REQUIRED. SEE “DESIGN CRITERIA” FOR DESIGN DEAD AND LIVE LOADS.

3D)FABRICATED LUMBER SHALL BE DRY.

3E) SEE ‘FABRICATED LUMBER TABLE’ FOR MINIMUM PROPERTIES (AT NORMAL LOAD DURATIONS).

3F) FABRICATED RIMBOARD SHALL BE LAMINATED STRAND LUMBER.

4) SHEATHING:

4A)WOOD STRUCTURAL PANELS (WSP)

- WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING TO U.S. DEPARTMENT OF

COMMERCE STANDARD PS 2-10.

- ALL WOOD PANELS SHALL BE EXPOSURE 1.

5) BLOCKING AND BRIDGING:

5A) PROVIDE 1” X 4” SIMPSON NC/NCA CROSS-BRIDGING AT 8’ O.C. MAXIMUM SPACING FOR ALL SOLID SAWN WOOD JOISTS AND RAFTERS. PROVIDE FULL HEIGHT SOLID BLOCKING (MINIMUM WIDTH TO MATCH WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN JOISTS AND RAFTERS, FABRICATED JOISTS

AND RAFTERS AND TRUSSES) AT SUPPORTS.

6) NAILING:

6A) UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS WITH SIZES SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE TYPICAL WOOD CONNECTION

SCHEDULE AND IBC 2021 TABLE 2304.10.2

6B)WHERE COMMON NAILS ARE SPECIFIED, BOX NAILS OF EQUAL LENGTH MAY BE SUBSTITUTED PROVIDED

ONE BOX NAIL IS ADDED FOR EVERY THREE COMMON NAILS SPECIFIED.

7) METAL CONNECTORS:

7A) FRAMING CONNECTORS SHALL CONFORM TO IBC 2021 SECTION 2303.5 FRAMING CONNECTOR

DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO,

CALIFORNIA. OTHER MANUFACTURER’S PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER.

FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER

FOR EACH CONNECTOR.

7B) ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. MAXIMUM HOLE

DIAMETER IS 1/16” LARGER THAN THE BOLT DIAMETER.

8) OPENINGS:

8A) OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL

DRAWINGS.

WOOD NOTES

ALL OTHER NO. 1 975 150 1,500,000

DECKING SELECT DX 1,600 - 1,500,000

EXPOSED FRAMING NO. 1 975 150 1,500,000

POSTS & TIMBER NO. 1 975 140 1,300,000

BEAMS & STRINGERS NO. 1 1,050 140 1,300,000

ROOF JOIST & RAFTERS NO. 2 850 150 1,300,000

FLOOR-JOIST NO. 2 850 150 1,300,000

NON-LOAD BEARING STUDS STUD 675 150 1,200,000

LOAD BEARING STUDS (AND COLUMNS

ASSEMBLED FROM STUDS) NO. 2 850 150 1,300,000

EXTERIOR STUDS NO. 2 850 150 1,300,000

TYPE OF USE GRADE Fb (PSI) Fv (PSI) E (PSI)

FRAMING LUMBER SCHEDULE - HEM-FIR (HF)

3. PSL = 2.0E PARALLAM PSL (WIDTH = 5 1/4")

2. LVL = 2.0E MICROLLAM LVL (WIDTH = 1 3/4")

1. FABRICATED LUMBER DESIGNATIONS ARE THOSE MANUFAFCTURED BY WEYERHAUSER.

NOTES:

11 7/8" PSL 11 7/8" BEAM 29,855 12,055 1,466 9,844

11 7/8" LVL 11 7/8" BEAM 8,925 3,950 488 2,480 -

11 1/4" LVL 11 1/4" BEAM 8,070 3,740 416 2,480 -

9 1/2" LVL 9 1/2" BEAM 5,885 3,160 250 2,480 -

5 1/2" LVL 5 1/2" BEAM 2,125 1,830 48 2,480 -

11 7/8" TJI-560 11 7/8" I-JOIST 9,500 2,050 636 1,725 WEB STIFF REQD

11 7/8" TJI-360 11 7/8" I-JOIST 6,180 1,705 419 1,505 WEB STIFF REQD

11 7/8" TJI-210 11 7/8" I-JOIST 3,795 1,655 315 1,460 WEB STIFF REQD

PRODUCT DEPTH TYPE

MR

(FT-LBS)

VR

(LBS)

EI (x10^6

IN^2-LBS)

3 1/2" END

REACTION

(LBS)

REMARKS

FABRICATED LUMBER TABLE

HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

NO. REVISION/ ISSUE DATE

100%

CONSTRUCTION

DOCUMENTS

05/22/2024

ALL OTHER NO. 1 1,000 180 1,700,000

EXPOSED FRAMING NO. 1 1,000 180 1,700,000

POSTS & TIMBER NO. 1 1,200 170 1,600,000

BEAMS & STRINGERS NO. 1 1,350 170 1,600,000

TYPE OF USE GRADE Fb (PSI) Fv (PSI) E (PSI)

FRAMING LUMBER SCHEDULE - DOUGLAS FIR-LARCH (DF-L)

A R TMENT OF AGR I CU LT

UR

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

LE

A D

R E

V

IT

T E

C H

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

/1

/2

:2 0:

P M

A u to d e sk

D o cs

/U S

F S

B uf fa lo

C re e k

W o rk C e n te r/

3.

.S

.0

B uf fa lo

C re e k

W or k C e n te r

A d d iti o n s

S

3.

rv t

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

QUALITY

ASSURANCE

S0.3 10/15/2024

SMOLLOY

JAJA

23.1414.S.01

JE

R

E M

Y A

JA

JE

R

E M

Y A

JA

S E

A N

M O

LL

O

Y

.1

4.

S

.0

S E

A N

M O

LL

O

Y N

/A

- FIELD GLUING

STRUCTURAL WOOD

C - -

- PERMANENT BRACING

P -

VERIFY INSTALLATION IN CONFORMANCE TO

APPROVED SUBMITTAL

- CONNECTIONS

P -

VERIFY SIZE, LOCATION, TIGHTNESS, AND

PROPER INSTALLATION OF METAL PLATES,

BOLTS, NAILS, HOLD-DOWNS AND ALL OTHER

CONNECTORS OR OTHER DEVICES

METAL PLATE CONNECTED WOOD TRUSSES

- MANUFACTURED WOOD

CONNECTORS AND JOIST

HANGERS

P ICC-ES REPORT

VERIFY TYPE, ALL CONNECTOR HOLES FILLED

WITH PROPER FASTENERS, AND INSTALLATION

IN CONFORMANCE WITH ICC-ES REPORT

- FASTENER

P -

VERIFY TYPE, DIAMETER, LENGTH, SPACING,

EDGE DISTANCES, AND USE OF WASHERS.

VERIFY HOLE DIAMETER FOR BOLTS

CONNECTIONS

- ATTACHMENT

P -

VERIFY PANEL SHEATHING BOUNDARY, PANEL

EDGE, AND FIELD FASTENERS AND

ATTACHMENT AT ALL EDGES OF DIAPHRAGM

- PANEL SHEATHING

P -

VERIFY TYPE, THICKNESS, PANEL SIZE AND

ORIENTATION

SHEATHED DIAPHRAGM

- HOLD-DOWN

P -

VERIFY TYPE, SIZE, LOCATION, FASTENERS,

AND ANCHORAGE

- ATTACHMENT

P -

VERIFY PANEL SHEATHING BOUNDARY, PANEL

EDGE, AND FIELD FASTENERS AND

ATTACHMENT AT ALL EDGES OF SHEAR WALL

- PANEL SHEATHING P - VERIFY TYPE AND THICKNESS

SHEATHED SHEAR WALL

- FLOOR/ROOF FRAMING

P -

VERIFY FRAMING IS ALIGNED OVER A BEARING

STUD WITHIN PERMITTED DIMENSION

- SPLICING

P -

NO SPLICING OF STRUCTURAL MEMBERS

PERMITTED UNLESS SPECIFIED ON THE

CONSTRUCTION DOCUMENTS

- FIELD CUTS AND

NOTCHES P -

NO CUTS OR NOTCHES PERMITTED UNLESS

SPECIFIED ON THE CONSTRUCTION

DOCUMENTS

- BRIDGING AND BLOCKING P - VERIFY INSTALLATION AND LOCATION

- MEMBERS AND

CONNECTIONS P -

VERIFY SPECIES, GRADE, SIZE, LOCATION,

SPACING, END BEARING AND END ATTACHMENT

FRAMING

ITEM FREQUENCY STANDARD CRITERIA

WOOD SPECIAL INSPECTIONS

STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING

QUALITY ASSURANCE GENERAL NOTES

1) GENERAL:

1A) SCOPE OF WORK

- THE CONTRACTOR WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S), TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN.

THE QUALIFIED INSPECTION AND TESTING AGENCY(S) SHALL BE A SEPARATE ENTITY FROM THE

CONTRACTOR.

- SUBMIT DOCUMENTATION OF QUALIFICATIONS, INCLUDING COMPETENCE AND RELEVANT WORK

EXPERIENCE OR TRAINING OF SPECIAL INSPECTORS TO THE GOVERNMENT PRIOR TO THE START OF WORK.

- SPECIAL INSPECTIONS AND TESTING INCLUDE THE ADDITIONAL STRUCTURAL SPECIAL INSPECTION AND

TESTING REQUIREMENTS FOR SEISMIC AND/OR WIND RESISTANCE.

- SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE GOVERNMENT REQUIRED BY IBC 2021

SECTION 110.

- REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY

ASSURANCE AND QUALITY CONTROL.

- REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL

INSPECTION AND TESTING THAT MAY BE REQUIRED.

1B) SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED

BY AMENDMENTS TO THESE DOCUMENTS.

1C) DEFINITIONS

- SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE CONTRACTOR AND APPROVED BY THE

GOVERNMENT TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS.

- SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2021 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED

STANDARDS.

- (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE

COMPLETION OF THE WORK.

- (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE

WORK.

1D) DEFICIENCIES IN WORK

- CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE

CONTRACT DOCUMENTS AND REFERENCED STANDARDS.

- ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY

THE CONTRACTOR.

2) SHOP FABRICATIONS:

2A) GENERAL

- PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND

ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE GOVERNMENT TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT.

- SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED.

- AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2021 SECTION 1704.2.5.1.

- APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING

(ASNT) SNT-TC-1A OR ASNT CP-189.

2B) SHOP FABRICATIONS INCLUDED

- SHOP FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILING ELEMENTS

- PRE-FABRICATED WOOD STRUCTURAL ELEMENTS

- SHOP FABRICATED STEEL CONNECTIONS FOR STRUCTURAL WOOD CONNECTIONS

2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR

COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL.

1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION

REQUIREMENTS.

SOILS SPECIAL INSPECTION NOTES:

- PLACEMENT

C -

VERIFY USE OF PROPER MATERIALS,

DENSITIES, COMPACTION, AND LIFT

THICKNESSES

- PRIOR TO PLACEMENT

P -

VERIFY SUBGRADE HAS BEEN PROPERLY

PREPARED

CONTROLLED FILL

- BEARING MATERIAL

P SOILS REPORT

VERIFY BEARING MATERIAL IS ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY

- EXCAVATION

P -

VERIFY EXCAVATIONS ARE EXTENDED TO THE

PROPER DEPTH AND HAVE REACHED THE

PROPER BEARING MATERIAL

SUBGRADE

ITEM FREQUENCY STANDARD CRITERIA

SOILS SPECIAL INSPECTIONS

- CURE TIME

100% VISUAL -

VERIFY FULL CURE TIME HAS ELAPSED PRIOR

TO APPLICATION OF TORQUE OR LOAD TO

ANCHOR

- AFTER INSTALLATION OF

ATTACHED ASSEMBLY

100% VISUAL -

VERIFY NUMBER, EDGE DISTANCES, AND

ANCHOR FLUSH WITH AND PERPENDICULAR TO

THE RECEIVING SURFACE

- DURING INSTALLATION

OF ANCHOR

C ICC-ES REPORT

CONTINUOUS INSPECTION REQUIRED

REGARDLESS IF PERIODIC INSPECTION IS

PERMITTED BY ICC-ES REPORT. VERIFY HOLE

DIMENSIONS, HOLE CLEANING, ANCHOR

EMBEDMENT, EDGE DISTANCES AND SPACING

- PRIOR TO INSTALLATION

OF ANCHOR

EACH ANCHOR ICC-ES REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND

BASE MATERIAL. VERIFY SOLID GROUTED AREA

AROUND ANCHORS IN GROUTED MASONRY

- PRIOR TO START OF

WORK - ICC-ES REPORT

REVIEW CONTRACTOR'S INSTALLATION

PROCEDURE

ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE

- AFTER INSTALLATION OF

ATTACHED ASSEMBLY 100% VISUAL -

VERIFY NUMBER, EDGE DISTANCES, AND

ANCHOR FLUSH WITH AND PERPENDICULAR TO

THE RECEIVING SURFACE

- DURING INSTALLATION

OF ANCHOR

C ICC-ES REPORT

CONTINUOUS INSPECTION REQUIRED

REGARDLESS IF PERIODIC INSPECTION IS

PERMITTED BY ICC-ES REPORT. VERIFY HOLE

DIMENSIONS, HOLE CLEANING, ANCHOR

EMBEDMENT, EDGE DISTANCES AND SPACING

- PRIOR TO INSTALLATION

OF ANCHOR

EACH ANCHOR ICC-ES REPORT

VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND

BASE MATERIAL. VERIFY SOLID GROUTED AREA

AROUND ANCHORS IN GROUTED MASONRY.

VERIFY MAXIMUM IMPACT WRENCH TORQUE

RATING FOR SCREW ANCHORS

- PRIOR TO START OF

WORK - ICC-ES REPORT

REVIEW CONTRACTOR'S INSTALLATION

PROCEDURE

EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS

ITEM FREQUENCY STANDARD CRITERIA

POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS

HALF SIZE DRAWINGS

SCALES SHOWN ARE FOR FULL

SIZE (22" X 34") DRAWINGS

NO. REVISION/ ISSUE DATE

100%

CONSTRUCTION

DOCUMENTS

A R TMENT OF AGR I CU LT

UR

E

SHEET

OF

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

SUB SHEET NO.

DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

R2

SOUTH PLATTE RANGER DISTRICT

M M

J O

B

P

R

IN

C

IP

A L:

E O

R

P R

O

JE

C T

M A

N A

G E

R

D E

S

IG

N E

R S

LE

A D

R E

V

IT

T E

C H

D

A T

E P

R

IN

T E

D

F

IL

E P

A T

H

/1

/2

:2 0:

P M

A u to d e sk

D o cs

/U S

F S

B uf fa lo

C re e k

W o rk C e n te r/

3.

.S

.0

B uf fa lo

C re e k

W or k C e n te r

A d d iti o n s

S

3.

rv t

BUFFALO CREEK WORK

CENTER - OFFICE AND

ENGINE STORAGE

ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

QUALITY

ASSURANCE

S0.4 10/15/2024

SMOLLOY

JAJA

23.1414.S.01

JE

R

E M

Y A

JA

JE

R

E M

Y A

JA

S E

A N

M O

LL

O

Y

.1

4.

S

.0

S E

A N

M O

LL

O

Y N

/A

2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, SLUMP, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39.

1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS

FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE.

STRUCTURAL CONCRETE TESTING NOTES:

TEST PER SCHEDULE BELOW FOR 56-DAY

STRENGTH:

- 7 DAYS: (1) 6x12 OR (1) 4x8

- 28 DAYS: (2) 6x12 OR (3) 4x8

- 56 DAYS: (2) 6x12 OR (3) 4x8

- COMPRESSIVE

STRENGTH

EACH

COMPOSITE

SAMPLE

ASTM C31

ASTM C39

EITHER:

(4)6x12 OR (6)4x8

CYLINDERS

TEST PER SCHEDULE BELOW FOR 28-DAY

STRENGTH:

- 7 DAYS: (1) 6x12 OR (1) 4x8

- 28 DAYS: (2) 6x12 OR (3) 4x8

- 56 DAYS: (1) 6x12 OR (2) 4x8 (IF 28 DAY TESTS DO

NOT ACHIEVE SPECIFIED 28 DAY STRENGTH)

ACCEPTANCE CRITERIA PER ACI 318

- COLD WEATHER CURING

- ASTM C1074

RECORD MAXIMUM AND MINIMUM CONCRETE

TEMPERATURE DURING CURING PERIOD, WHEN

DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR

BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS

DURING CURING PERIOD

-…