Drawings.pdf

4842 AGGIE INNOVATION SPACE ec1 addition

CONSTRUCTION DOCUMENTS

date 05.23.24

ARCHITECT

STUDIO D

P.O. BOX 1467

FAIRACRES, NM 88033

P 575.521.3757 F 575.521.3880

CONTACT:

JASON CLARK

PROJECT TEAM

OWNER

NEW MEXICO STATE UNIVERSITY

P.O. BOX 30001

LAS CRUCES, NM 88003

P 505.646.1360 F 505.646.6432

CONTACT:

ROBERT ESTRADA,

PROJECT MANAGER

PROJECT

LOCATION

VICINITY MAP

COVER SHEET

CIVIL

AS001 DEMOLITION SITE PLAN

AS100 NEW WORK SITE PLAN

AS101 SITE DETAILS

LANDSCAPE

LS-101 LANDSCAPE AND IRRIGATION PLANS

LS-102 DEMOLITION LANDSCAPE PLAN

LS-103 LANDSCAPE DETAILS

STRUCTURAL

S1.0 STRUCTURAL NOTES

S1.1 STRUCTURAL DETAILS

S1.2 STRUCTURAL DIAGRAMS

S2.0 DEMOLITION PLAN

S2.1 FOUNDATION PLAN

S3.0 FRAMING PLAN

S4.0 TYPICAL FOUNDATION DETAILS

S4.1 FOUNDATION DETAILS

S5.0 TYPICAL FRAMING DETAILS

S5.1 TYPICAL FRAMING DETAILS

S5.2 TYPICAL FRAMING DETAILS

S6.0 FRAMING DETAILS

S6.1 FRAMING DETAILS

ARCHITECTURAL

A001 DEMOLITION FLOOR PLAN

A100 NEW WORK FLOOR PLAN, WALL TYPES

A200 SCHEDULES, DOOR AND WINDOW TYPES

A201 HEAD AND JAMB DETAILS

A300 EXTERIOR ELEVATIONS

A400 BUILDING SECTIONS

A401 WALL SECTIONS & SECTION DETAILS

A402 SECTION DETAILS

A500 REFLECTED CEILING PLAN

A600 ROOF PLAN

A700 INTERIOR ELEVATIONS

A701 MILLWORK SECTIONS

MECHANICAL

M100 HVAC GENERAL NOTES

M200 MECHANICAL PLAN

M201 MECHANICAL SCHEDULE

M300 MECHANICAL DETAILS

M400 MECHANICAL HOOD

M401 MECHANICAL EXHAUST

M402 MECHANICAL DETAILS

M403 MECHANICAL DETAILS

M404 MECHANICAL DETAILS

M405 MECHANICAL DETAILS

M406 MECHANICAL DETAILS

PLUMBING

P100 PLUMBING GENERAL NOTES

P101 UTILITY SITE PLAN

P200 DOMESTIC WATER PLUMBING PLAN

P300 SEWER AND VENT PLUMBING PLAN

P400 PLUMBING DETAILS

P500 NATURAL GAS AND CONDENSATE

PLAN

P600 ROOF DRAIN PLAN

P700 COMPRESSED AIR PLAN

ELECTRICAL

E100 ELECTRICAL GENERAL NOTES

E101 ELECTRICAL DEMOLITION PLAN

E102 ELECTRICAL SITE PLAN

E200 LIGHTING PLAN

E300 POWER PLAN

E400 HVAC POWER PLAN

E500 ELECTRICAL DETAILS

E600 SPECIAL SYSTEMS PLAN

E700 ELECTRICAL RISER DIAGRAM

E800 ELECTRICAL PANEL SCHEDULE

project no. 23.16

DRAWING INDEX

PROJECT DATA

SYMBOLS / REFERENCE TAGS

ITEM PROVIDEDCODE REQUIREMENT

REGULATING CODES

OCCUPANCY LOAD

FIRST FLOOR- EXISTING

USE

33,350 1/150 262 (NO CHANGE)

AREA S.F. LOAD FACTOR # OCCUPANTS

FIRST FLOOR- NEW 5,810 1/150 39

TOTAL OCCUPANTS 396 (39 NEW)

SECOND FLOOR- EXISTING

PLUMBING FIXTURE REQUIREMENTS

WATER CLOSETS LAVATORIES

MALE

FEMALE

REQUIRED PROVIDED REQUIRED PROVIDED

URINALS

PROVIDED

SITE REQUIREMENTS

1025 Stewart St.

Las Cruces, New Mexico

DRINKING 1 3

FOUNTAINS

ABBREVIATIONS

TOP OF BRICKT.O.B.

CURB & GUTTER

ASPHALT

ACOUSTICAL TILE

AIR HANDLER UNIT

DETAIL

CONCRETE

DOOR GRILLE

CENTER LINE

DOWNSPOUT

ELECTRICAL COMPONENT

FIRE DAMPER

CONCRETE MASONRY UNIT

EXISTING

FIRE EXTINGUISHER

EXPANSION JOINT

FLAG POLE

FINISH FLOOR

FACE OF BRICK

HEIGHT

GALVANIZED

HARDWARE

HOLLOW METAL

GAUGE

GYPSUM BOARD

FACE OF STUD/ FACE OF SLAB

CONTROL JOINT

ACT

C&G

ACU

ASPH

CMU

DET

DG

DS

EXST

FD

FE

E.J.

CONC

EL & ELEC

F.F.

FP

HT

HDW

GA

GALV

GYP BD

F.O.B.

F.O.S.

H.M.

C.J.

MINIMUM

NUMBER

ON CENTER

MAXIMUM

RADIUS

PAINT AND COLOR NO.

PRESSURE TREATED

POLY VINYL CHLORIDE

NOT IN CONTRACT

SHEET

SIMILAR

SQUARE

RETAINING

THICK

TYPICAL

TOOLED JOINT

STEEL

SOLID CORE WOOD

VINYL COMPOSITION TILE

REINFORCING

WELDED WIRE FABRIC

WOOD

MIN

MAX

NO

OC

N.I.C.

PL

PT

PVC

RAD

P

RET

SHT

SQ

SIM

THK

VCT

TYP

STL

SCWD

USPS

T.J.

REINF

WWF

WD

UNITED STATES POSTAL SERVICE

PLASTIC LAMINATE AND COLOR NO.

MAT'L MATERIAL

B.O.F. BOTTOM OF FOOTING

TOP OF PARAPETT.O.P.

W.C.O. WALL CLEAN OUT

TUBE STEELT.S.

U.N.O. UNLESS NOTED OTHERWISE

LIGHT POLELP

MANHOLEMH

GAS METERGS

WATERWT

WL WELL

WM WATER METER

TRANSFORMERTRNS

MOTION DETECTORMD

UW UTILITY WELL

HANDICAPPEDH/C

WP WATER PIPE

DUMPSTERDUMP

METALMTL

WALL HYDRANTWH

WOVEN WIRE MESHWWM

ALUMINUMALUM

ABOVE FINISHED FLOORAFF

TOP OF CURBT.O.C.

TOP OF CONCRETE WALKT.O.C.W.

TOP OF WALL STRUCTURET.O.W.

DEGREESDEG

CITY OF LAS CRUCESC.O.L.C.

AMERICANS WITH DISABILITIES ACTADA

CL

DEMOLISH, DEMOLITIONDEMO

SERVICE 1 1

SINK

BUILDING OR WALL SECTION ELEVATION REFERENCE

WINDOW I.D.

DOOR I.D.

CONTROL POINT ELEVATION

NEW EXISTING

0'-0"

DETAIL REFERENCE

SHEET

DETAIL

A100

0'-0"

A100

SHEET

DETAIL

BUILDING OCCUPANCY

CONSTRUCTION TYPE

ALLOWABLE AREA

MAX. HEIGHT / STORIES

PUBLIC OCCUPANT LOAD

NO. OF EXITS (NEW ADDITION)

EXIT WIDTH (NEW ADDITION)

MIN. CORRIDOR WIDTH (NEW ADDITION)

B

EXISTING: TYPE 1

NEW: TYPE 2-B

23,000 S.F.

E.T.R.

SEE BELOW

36" (34" CLR.)

44"

B

E.T.R.

TYPE 2-B

5,810 S.F. (NEW)

NOTE: NEW ADDITION SEPARATED FROM

EXISTING BY 2-HR. SEPARATION (SEE FLOOR

PLAN)

E.T.R.

1 @ 36" ; 1 @ 72" (108" TOTAL)

76"

INTERNATIONAL BUILDING CODE

UNIFORM MECHANICAL CODE

NEW MEXICO MECHANICAL CODE

UNIFORM PLUMBING CODE

NEW MEXICO PLUMBING CODE

INTERNATIONAL FIRE CODE

NATIONAL ELECTRIC CODE

NEW MEXICO ELECTRICAL CODE

AMERICAN NATIONAL STANDARDS INSTITUTE A117

NEW MEXICO COMMERCIAL BUILDING CODE

CITY OF LAS CRUCES ZONING CODE

NORTH

ELEVATION

SHEET

A700

MECHANICAL, ELECTRICAL &

PLUMBING

RAXIS ENGINEERING

1712 TEXAS ST.

EL PASO, TX 79901

P 915.519.4340 F

CONTACT:

JOSE A. MORALES, P.E. CEM

REVISION DATE

Project no:

Date:

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Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

FIRST FLOOR

WOMEN 131 EXISTING + 19 NEW

MEN 131 EXISTING + 20 NEW

SECOND FLOOR

WOMEN 47 EXISTING

MEN 48 EXISTING

BUSINESS SPACES 10,680 1/150 72 (NO CHANGE)

STORAGE 6,670 1/300 23 (NO CHANGE)

WATER CLOSETS LAVATORIES

MALE

FEMALE

REQUIRED PROVIDED REQUIRED PROVIDED

URINALS

PROVIDED

DRINKING 1 1

FOUNTAINS

SERVICE 1 1

SINK

FIRST FLOOR (EXISTING + NEW) SECOND FLOOR (EXISTING)

ALL SITE REQUIREMENTS ARE EXISTING TO REMAIN

STRUCTURAL

STUBBS ENGINEERING, INC.

277 E. AMADOR AVE. SUITE 200

LAS CRUCES, NM 88001

P 575.993.5228

CONTACT:

MICHAEL STUBBS

LANDSCAPE ARCHITECT

MITCHELL ASSOCIATES, LLC

P.O. BOX 1241

CEDAR CREST, NM 87008

P 505.639.9583 F

CONTACT:

DANNY MITCHELL

05/23/24

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1DEMOLITION SITE PLAN

1" = 10'

KEYED NOTES

1. EXISTING TO REMAIN.

2. EXISTING TREE TO REMAIN.

3. DEMOLISH EXISTING YARD WALL IN ITS ENTIRETY, INCLUDING REMOVAL OF

FOOTINGS. PROVIDE NEW COMPACTED STRUCTURAL FILL AS REQUIRED.

4. DEMOLISH EXISTING CANOPY IN ITS ENTIRETY.

5. DEMOLISH CONCRETE WALK WITHIN STORAGE YARD IN ITS ENTIRETY.

6. REMOVE EXISTING GATE.

7. REMOVE EXISTING TREE.

8. SAW CUT AND REMOVE EXISTING CONCRETE WALK AS SHOWN. VERIFY ALL

DIMENSIONS IN FIELD PRIOR TO COMMENCING DEMOLITION.

9. REMOVE EXISTING PLANTS AND LANDSCAPE MATERIAL. RE-ROUTE/RE-CONFIGURE

IRRIGATION LINES AS REQUIRE TO ENSURE WATER SUPPLY TO TREES TO REMAIN.

CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING LANDSCAPING AND

IRRIGATION DURING CONSTRUCTION.

10. REMOVE EXISTING SIGN AND CONCRETE FOOTING.

11. EXISTING GAS LINE TO BE REMOVED WHERE LINE IS LOCATED WITHIN AREA OF

WORK FOR NEW ADDITION AND ABANDONED IN PLACE OUTSIDE OF AREA OF WORK.

GC TO CAP LINE AS CLOSE TO STREET AS POSSIBLE, SEE SHEET P101 FOR CAPPING

LOCATION. COORDINATE ALL REQ. GAS SHUTDOWN(S) W/ ARCHITECT AND NMSU,

SEE MEP SHEETS.

12. EXISTING GAS REGULATOR TO BE REMOVED, SEE MEP SHEETS.

13. EXISTING AIR COMPRESSOR AND TANK TO BE RELOCATED, COORDINATE W/

OWNER.

14. EXISTING GAS LINE TO BE REMOVED. GC TO CAP LINE AS CLOSE TO STREET AS

POSSIBLE, SEE SHEET P101 FOR CAPPING LOCATION.

15. CUT AND PATCH EXISTING CONCRETE FOR NEW ELECTRICAL SERVICE. VERIFY

EXACT PATHWAY WITH UTILITY PROVIDER AND NMSU FACILITIES DEPARTMENT.

16. EXISTING MEMORIAL TREE TO BE RELOCATED BY CONTRACTOR.

17. EXISTING STORM DRAIN AND INLETS TO REMAIN. CONTRACTOR TO USE CAUTION

SINCE PROJECT IS IN CLOSE PROXIMITY TO DRAIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR REPAIRING ALL DAMAGE THAT OCCURS DURING

CONSTRUCTION.

18. TRENCH TO EXISTING EPEC SWITCH/VAULT. COORDINATE WITH EPEC IN FIELD AND

ELECTRICAL DRAWINGS FOR EXACT ROUTING AND SERVICE ORIGIN. FILL TRENCH

AND REPLACE GRAVEL TO ORIGINAL CONDITION.

19. EXISTING ELECTRICAL PANEL TO BE RELOCATED, SEE ELECTRICAL.

20. EXISTING GRADE BEAM TO BE DEMOLISHED IN ITS ENTIRETY WITHIN AREA OF NEW

WORK. SEE STRUCTURAL AND 2/AS001.

21. PREPARE EXISTING PLANTER AREA FOR NEW IN-FILL CONCRETE WALK.

22. REMOVE EXISTING ROCK GROUND COVER AND PREPARE AREA FOR NEW

CONCRETE WALK.

23. EXISTING GAS STUB OUT TO BE REMOVED, SEE MEP SHEETS.

AS001

DEMOLITION

SITE PLAN

NORTH

REVISION DATE

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Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

CUTTING & PATCHING NOTES

A. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED

INSTALLATION TO COMPLY WITH SPECIFIED TOLERANCES AND FINISHES.

B. EXECUTE CUTTING AND DEMOLITION BY METHODS WHICH WILL PREVENT

DAMAGE TO OTHER WORK AND WILL PROVIDE PROPER SURFACES TO

RECEIVE INSTALLATION OF REPAIRS AND NEW WORK.

C. EXECUTE EXCAVATING AND BACKFILLING BY METHODS WHICH WILL

PREVENT DAMAGE TO OTHER WORK AND WILL PREVENT SETTLEMENT.

D. EMPLOY ORIGINAL INSTALLER OR FABRICATOR TO PERFORM CUTTING AND

PATCHING FOR:

1. WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS.

2. SIGHT EXPOSED FINISHED SURFACES.

E. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW

PRODUCTS TO PROVIDE COMPLETED WORK IN ACCORDANCE WITH

REQUIREMENTS OF CONTRACT DOCUMENTS.

F. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH:

1. CONTINUOUS SURFACES: TO NEAREST INTERSECTIONS.

2. ASSEMBLY: REFINISH ENTIRELY.

G. EXECUTE CUTTING AND FITTING INCLUDING EXCAVATION AND FILL TO

COMPLETE THE WORK.

H. UNCOVER WORK TO INSTALL IMPROPERLY SEQUENCED WORK.

I. REMOVE AND REPLACE DEFECTIVE OR NON-CONFORMING WORK.

J. REMOVE SAMPLES OF INSTALLED WORK FOR TESTING WHEN REQUESTED.

K. PROVIDE OPENINGS IN THE WORK FOR PENETRATION OF MECHANICAL AND

ELECTRICAL WORK.

L. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC

TOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL.

M. EXECUTE PATCHING TO COMPLEMENT ADJACENT WORK. NEW MATERIALS

TO BE OF SUFFICIENT THICKNESS TO MAINTAIN A UNIFORM SURFACE OR

THICKNESS OF WALL.

N. FIT PRODUCTS TOGETHER TO INTEGRATE WITH OTHER WORK.

O. FIT WORK AIR TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER

PENETRATIONS THROUGH SURFACES.

P. MATCH OF NEW FINISH MATERIALS SHALL BE TO OWNER'S SATISFACTION.

GENERAL DEMOLITION NOTES

A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN ON PLANS AND EXISTING SITE. THE ARCHITECT SHALL BE NOTIFIED

OF CONFLICTS OR VARIATIONS PRIOR TO COMMENCEMENT OF

CONSTRUCTION. THE ARCHITECT MAKES NO CLAIMS THAT ALL EXISTING

CONDITIONS HAVE BEEN SHOWN IN THE CONSTRUCTION DOCUMENTS. THE

CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO ENSURE NO

DAMAGE IS CAUSED TO CONCEALED CONSTRUCTION.

B. THE ARCHITECT PRODUCING THESE PLANS WILL NOT BE RESPONSIBLE FOR

FIELD CHANGES AND DECISIONS UNLESS NOTIFIED IN WRITING OF

CHANGES AND THEN ONLY BY WRITTEN APPROVAL BY THE ARCHITECT.

C. CONTRACTOR SHALL NOT SCALE DRAWINGS, IN THE EVENT OF OMISSION

OF DIMENSIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR

TO THE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO WILL

LEAVE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY DISCREPANCIES,

CORRECTIONS, ETC., RESULTING FROM THE SAME.

D. THE CONTRACTOR SHALL PROVIDE PROTECTION AS NECESSARY TO

PREVENT DAMAGE TO THE EXISTING CONSTRUCTION NOT TO BE REMOVED

UNDER CONTRACT AND ANY/ALL ITEMS INDICATED TO REMAIN IN PLACE.

E. ANY AND ALL ITEMS DAMAGED DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO REPAIR TO A LIKE NEW

CONDITION AT HIS EXPENSE.

F. THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS CAUSED BY THE WORK OF

THIS PROJECT AND SHALL SOLELY BE RESPONSIBLE FOR KEEPING THE

PREMISES CLEAN AND NEAT AT ALL TIMES.

G. ANY AND ALL CONFLICTS FOUND DURING CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING SO THAT

ADDITIONAL INSTRUCTIONS CAN BE FORWARDED TO THE CONTRACTOR.

FAILURE TO DO SO MAY RESULT IN CORRECTIVE ACTION TO BE

PERFORMED BY CONTRACTOR AT THEIR EXPENSE.

H. IF THE CONTRACTOR SUSPECTS THE PRESENCE OF ASBESTOS

CONTAINING MATERIALS, THE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY. THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE

REMOVAL AND/OR CONTAINMENT OF ALL SUCH MATERIALS, IN

ACCORDANCE WITH THE APPLICABLE LAW. ADJUSTMENT TO THE

CONSTRUCTION SCHEDULE WILL BE CONSIDERED IF ABATEMENT IS

REQUIRED. ANY ASBESTOS REMOVAL WORK SHALL BE COORDINATED BY

THE GENERAL CONTRACTOR. THE ARCHITECT ASSUMES NO

RESPONSIBILITY FOR THE DETECTION, PRESENCE OR REMOVAL OF

ASBESTOS CONTAINING MATERIALS.

I. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, FENCES, COVERED

WALKS, PLANKING, FENCES LIGHTING, BRACING, SHORING, WARNING

SIGNS, GUARDS, ETC. AS REQUIRED FOR PROTECTION OF WORKMEN, THE

PUBLIC, BUILDING OCCUPANTS AND ADJOINING PROPERTIES.

05/23/24

2EXISTING GRADE BEAM

N.T.S.

2DEMOLITION SITE PLAN

1" = 10'

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EXISTING BUILDING

51'-7" 8'-11"

'-1

1"

74'- 8"

9'-6"38'-8 1/2"

8 90°

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74'- 8"

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PROPOSED ADDITION

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SHOP F.F.E.

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Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

1NEW WORK SITE PLAN

1" = 10'NORTH

KEYED NOTES

1. EXISTING TO REMAIN.

2. EXISTING TREE TO REMAIN.

3. NEW 4" CONCRETE PAVING (4000 PSI) TO MATCH

EXISTING- ENSURE NEW WALK IS LEVEL WITH

ADJACENT PAVING. PROVIDE CONTROL JOINTS TO

ALIGN WITH EXISTING. PROVIDE 6x6 - W2.9 x W2.9

WIRE MESH REINFORCING CENTERED ON SLAB.

4. NEW 4" CONCRETE PAVING (4000 PSI). ENSURE NEW

PAVING IS LEVEL WITH ADJACENT. CONTROL JOINTS

AS SHOWN. PROVIDE 6x6 - W2.9 x W2.9 WIRE MESH

REINFORCING CENTERED ON SLAB.

5. 12" W. x 4" THK. CONCRETE MOW STRIP.

6. NEW LANDSCAPE AREA TO BE INCORPORATED INTO

EXISTING. GC SHALL REWORK/REROUTE ALL

IRRIGATION LINES AS REQUIRED TO ENSURE

CONTINUED OPERATION TO ALL EXISTING PLANTS.

PROVIDE NEW LANDSCAPE MATERIAL TO MATCH

EXISTING.

7. CUT AND PATCH EXISTING CONCRETE FOR NEW

ELECTRICAL SERVICE. VERIFY EXACT PATHWAY

WITH UTILITY PROVIDER AND NMSU FACILITIES

DEPARTMENT.

8. NEW LOCATION OF EXISTING MEMORIAL TREE.

RE-ROUTE IRRIGATION AND ENSURE PROPER

OPERATION.

9. TRENCH TO EXISTING EPEC SWITCH/VAULT.

COORDINATE WITH EPEC IN FIELD AND ELECTRICAL

DRAWINGS FOR EXACT ROUTING AND SERVICE

ORIGIN. FILL TRENCH AND REPLACE GRAVEL TO

ORIGINAL CONDITION.

10. EXISTING ELECTRICAL VAULT.

11. MATCH EXISTING WALKWAY ELEVATION.

12. 3x1x1

8" STL. TUBE SECURITY FENCE, SEE 1-3/AS101.

05/23/24

2NEW WORK SITE PLAN

1" = 10'

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6'- 0"

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GATE, SEE 4/AS100

3x1x18" STL. TUBE VERTICAL (TYP. of 7)- PRIME AND PAINT

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3"9"

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STEP DOWN TRANSFORMER,

SEE ELEC.

7'- 0"

3'- 4"

1" 3" 1"

3" 3"

1" 3'-

0" 4"

1'-6"

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3x1x18" STL. TUBE HORIZONTAL-

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3x1x316" STL. TUBE- PRIME

AND PAINT

3x1x18" STL. TUBE HORIZONTAL-

PRIME AND PAINT

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PRIME AND PAINT

7'- 0"

1'-0" 1/2"

3'-8 1/2" 3" 1'-0" 1"

3"

3x1x18" STL. TUBE HORIZONTAL-

PRIME AND PAINT

3x1x18" STL. TUBE VERTICAL-

PRIME AND PAINT

3x1x18" STL. TUBE HORIZONTAL-

PRIME AND PAINT

PAD LOCK HASP @ 3'-0" A.F.F.

PROVIDE (3) 3 4" SMOOTH STL. HINGE

PIN W/ STL. PIPE SLEEVE WELDED TO

FENCE FRAME AND GATE

1" GAP- TYP.

1" GAP- TYP.

3x1x316" STL. TUBE (TYP.)-

PRIME AND PAINT

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PRIME AND PAINT

1" GAP- TYP.

1" GAP- TYP.

3x1x18" STL. TUBE HORIZONTAL-

PRIME AND PAINT

3x1x316" STL. TUBE (TYP.)-

PRIME AND PAINT

3x1x316" STL. TUBE (TYP.)-

PRIME AND PAINT

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PRIME AND PAINT

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PRIME AND PAINT

6'-0"

1" GAP- TYP.

1" GAP- TYP.

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SITE DETAILS

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Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 May 2024

2SECURITY FENCE PLAN

1/4" = 1'-0"

1SECURITY FENCE SECT.

3/4" = 1'-0"

3GATE ELEVATION

3/4" = 1'-0"

05/23/24

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JASON B. CLARK

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PROPOSED ADDITION

F.F.E. 3900.67 (100'-0")

PROPOSED ADDITION

F.F.E. 3900.67 (100'-0")

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces, NM

23.16 March 2024

LS-101

LANDSCAPE

AND IRRIGATION PLAN

AutoCAD SHX Text

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AutoCAD SHX Text 1025 Stewart St.

AutoCAD SHX Text Relocated Memorial Tree

AutoCAD SHX Text Existing Trees to remain

AutoCAD SHX Text Match existing gravel and patterns on street frontage

AutoCAD SHX Text Landscape Gravel / Filter Fabric

AutoCAD SHX Text Match Street Frontage

AutoCAD SHX Text Oversize Landscape Gravel / Filter Fabric

AutoCAD SHX Text 2-4" Adobe Rose

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LANDSCAPE NOTES:

AutoCAD SHX Text Landscape area is to be reworked. Attempt is made to get information from NMSU on how it is currently routed but if cant get anything specific, general notation on how to adapt the existing irrigation to the new layout will be needed. Rock and planting to be matched, on south side of the building.

AutoCAD SHX Text Shrubs

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LANDSCAPE LEGEND

AutoCAD SHX Text QTY INSTALL COMMON/ MATURE WATER INSTALL COMMON/ MATURE WATER COMMON/ MATURE WATER MATURE WATER WATER SIZE BOTANICAL NAME SIZE USEBOTANICAL NAME SIZE USESIZE USEUSE

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AutoCAD SHX Text Total Landscape Area Provided

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AutoCAD SHX Text 8 5 Gal. Lantana (Yellow) 2x3 L+

AutoCAD SHX Text Landscape Gravel / Filter Fabric

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AutoCAD SHX Text All plant materials to be irrigated using the existing irrigation system. Contractor shall examine existing system and adapt new plantings.

AutoCAD SHX Text Re-use existing if possible

AutoCAD SHX Text Match Street Frontage

AutoCAD SHX Text Re-use existing if possible

AutoCAD SHX Text Baccharis species

AutoCAD SHX Text 8 5 Gal. Centennial Coyote Bush 3x4 L+

AutoCAD SHX Text

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 2. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3. THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS, CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 7. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 8. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN. SEPARATE SLEEVES. SEE SLEEVING DETAIL. 9. SUPPLY LINE AND WATER METER TO BE PROVIDED BY SUPPLY LINE AND WATER METER TO BE PROVIDED BY OWNER.BACKFLOW PREVENTOR TO BE PROVIDED BY IRRIGATION BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN DOWNSTREAM OF THE IRRIGATION WATER METER.

AutoCAD SHX Text

IRRIGATION NOTES

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IRRIGATION LEGEND

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2 SIZES LARGER THAN PIPE TO BE SLEEVED.

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SLEEVES

AutoCAD SHX Text Class 200 PVC

AutoCAD SHX Text Drip Line, Tree Drip Emitter

AutoCAD SHX Text Polypipe

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SEE DETAIL

AutoCAD SHX Text Drip Line, Shrub Drip Emitter Line

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RAINBIRD,

AutoCAD SHX Text Drip Emitter Tree Irrigation

AutoCAD SHX Text Size Equipment as Required for Flow Rate

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AutoCAD SHX Text IRRIGATION NOTES: 1. IRRIGATION SYSTEM REPAIR AND COMPONENTS SHALL MEET IRRIGATION SYSTEM REPAIR AND COMPONENTS SHALL MEET THE REQUIREMENTS AND STANDARDS FOR NMSU. 2. CONTROLLER LOCATION IS UNKOWN CONTROLLER LOCATION IS UNKOWN 3. WATER SOURCE, SIZE, PRESSURE, LOCATION OF UNDERGROUND WATER SOURCE, SIZE, PRESSURE, LOCATION OF UNDERGROUND SUPPLY LINES OR COMPONENTS IS UNKOWN. 4. CONTRACTOR SHALL ENSURE THAT COMPLETED SYSTEM IS CONTRACTOR SHALL ENSURE THAT COMPLETED SYSTEM IS FUNCTIONING CORRECTLY TO ALL EXISTING AND PROPOSED PLANT MATERIAL. 5. CONTRACTOR SHALL PROVIDE TO THE UNIVERSITY AN CONTRACTOR SHALL PROVIDE TO THE UNIVERSITY AN AS-BUILT DRAWING DETAILING IRRIGATION REPAIRS AND LAYOUT TO THIS SYSTEM.

AutoCAD SHX Text

AutoCAD SHX Text 1025 Stewart St.

AutoCAD SHX Text Relocated Memorial Tree

AutoCAD SHX Text Existing Trees to remain

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SLEEVES

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NEW IRRIGATION TO BE CONNECTED

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TO THE EXISTING IRRIGATION SYSTEM

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SCALE:

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GRAPHIC SCALE

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AutoCAD SHX Text 1" = 10'-0"

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REVISION

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DANNY D. MITCHELL

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DANNY D. MITCHELL

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DANNY D. MITCHELL

4/2/2024

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces,NM

23.16 March 2024

LS-102

DEMOLITION PLAN

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AutoCAD SHX Text Landscape Demolition Notes: Irrigation system to existing trees shown to be removed shall be capped. Irrigation to existing trees to remain shall be inspected and repaired as necessary. Irrigation supply for new plant material shall be added to existing irrigation system. It is not known how the existing system to this building is supplied or where the supply lateral irrigation lines are located. Contractor shall inspect the existing system to ensure that the master valve, zone valve, back flow prevention and any other components are in good working order. Existing gravel shall be saved and re-used if possible, or any new gravel shall match the existing color and size at this location. See Plan for location of (3) tree removals, and (1) tree relocation. Contact Landscape Architect with any questions, conflicts, or notice of unforeseen issues arising with this project.

AutoCAD SHX Text Existing Memorial Tree to be relocated.

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(3) Trees to be removed.

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(2) Existing Trees to remain, AutoCAD SHX Text Verify irrigation to these trees

AutoCAD SHX Text is working correctly.

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DANNY D. MITCHELL

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DANNY D. MITCHELL

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DANNY D. MITCHELL

AutoCAD SHX Text 4/2/2024

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REVISION

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1" = 10'-0"

LS-103

LANDSCAPE DETAIL

Project no:

Date:

Sheet:

Studio D Architects

P.O. Box 1467 Fairacres, NM 88033

PH 575.521.3757

www.studio-d.biz

FAX 575.521.3880

copyright Studio d Architects all rights reserved.

ADDITION

4842 AGGIE

INNOVATION

SPACE EC1

1025 Stewart St.

Las Cruces,NM

23.16 March 2024

AutoCAD SHX Text

EMITTER PLACEMENT DETAIL

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A. TREE TRUNK/ROOT CROWN

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B. 24" CIRCLE FROM TRUNK

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C. EMITTERS

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D. 1/8" DISTRIBUTION LINE

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E. PE DRIPLINE

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F. EMITTER PLACED WITHIN 6" OF PLANT STEM

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NOTE: PLACE EMITTER ABOVE PLANT ON SLOPE

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SHRUBS

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TREES

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BALL DIA. +12"

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SCORE CONTAINER ROOTBALLS WITH ENCIRCLING ROOTS

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GROWN IN NURSERY. SET TOP OF JUNIPER'S ROOTBALL

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REMOVE CONTAINER. PLACE ROOTBALL ON

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UNDISTURBED SOIL.

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ADD SLOW RELEASE FERTILIZER

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USE ROOT STIMULATOR WITH NATIVE SOIL BACKFILL

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APPLY SPECIFIED MULCH AT 3" DEPTH

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SET SHRUB AT GRADE GROWN IN CONTAINER OR

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ALLOW SHRUBS TO REACH FULL MATURE SIZE

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TO FINISH GRADE OF MULCH

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WITH MINIMAL PRUNING

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SHRUB PLANTING DETAIL

AutoCAD SHX Text N.T.S.

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NOTE: SCARIFY SIDES OF PLANTING PIT TO LOOSEN SOIL

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DO NOT INSTALL SHRUBS WITH PLANTING PIT SIDES GLAZED.

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REMOVE WIRE BASKETS.

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SET TRUNK PLUMB.

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PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES.

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PLANT TREE 2-4" ABOVE SURROUNDING GRADE LEVEL ON UNDISTURBED SOIL

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ADD ROOT STIMULATOR TO NATIVE BACKFILL,

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REMOVE ALL TWINE AND WIRE FROM BALL.

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INITIAL STABILIZING BACKFILL 1/3 DEPTH, COMPACTED.

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WATER SAUCER TO BE 2.5' FROM TRUNK OF DECIDUOUS TREES.

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DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER

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4 "DEPTH WOOD MULCH TO EDGE OF SAUCER

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UNDISTURBED PIT BOTTOM FOR ROOTBALL BASE

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BALL DIA. +24"

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TREE PLANTING DETAIL

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10' DIA. RING.

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NOTE: SCARIFY SIDES OF PLANTING PIT TO LOOSEN SOIL

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DO NOT INSTALL TREES WITH PLANTING PIT SIDES GLAZED.

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PLANTINGS TO BE PLANTED WITHIN BERMED SAUCERS, (CONTINUOUS)

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TO MITIGATE WATER RUNOFF.

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DEMOLITION PLAN

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DANNY D. MITCHELL

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DANNY D. MITCHELL

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DANNY D. MITCHELL

AutoCAD SHX Text 4/2/2024

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REVISION

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STRUCTURAL NOTES QUALITY ASSURANCE

GN-1 ALL DETAILS ARE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE.

GN-2 THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL HOLES AND SLEEVES THROUGH WALLS AND SLABS WITH

ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND CIVIL DRAWINGS. ALL PLUMBING AND MECHANICAL PENETRATIONS

THROUGH WALLS AND SLABS SHALL BE PROPERLY SLEEVED. PENETRATING FOOTINGS, BEAMS, JOISTS, OR COLUMNS IS PROHIBITED.

PLUMBING AND CONDUITS SHALL NOT BE INSTALLED BELOW FOOTINGS WITHOUT PRIOR WRITTEN APPROVAL FROM STUBBS

ENGINEERING, INC.

GN-3 THE STRUCTURE AS SHOWN IN THESE DRAWINGS IS STABLE UNDER THE FINAL CONDITION. THE STRUCTURE IS DESIGNED FOR THE

IN-SERVICE LOADS ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE STRUCTURAL STABILITY DURING

CONSTRUCTION. SEQUENCE OF CONSTRUCTION, SHORING, AND MEANS AND METHODS SHALL BE DETERMINED BY THE CONTRACTOR.

GN-4 NON-LOAD BEARING ELEMENTS SHALL BE CONNECTED TO THE STRUCTURE BY METHODS THAT ALLOW VERTICAL DEFLECTION OF THE

STRUCTURE. ALLOWABLE DEFLECTIONS OF THE STRUCTURE SHALL BE THE MAXIMUM OF EITHER A HALF INCH OR THE STRUCTURAL

SPAN DIVIDED BY 360.

GN-5 NOTCHING, CUTTING OR MODIFYING STRUCTURAL ELEMENTS IN THE FIELD IS PROHIBITED.

GN-6 THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER.

GN-7 THE ATTACHMENT OF ROOF TOP EQUIPMENT TO THE STRUCTURE SHALL BE INSTALLED PER DESIGNS PROVIDED BY THE

MANUFACTURE. THE MANUFACTURE SHALL CERTIFY THAT THE ATTACHMENTS HAVE BEEN DESIGN TO WITHSTAND LOADS BASED ON

THE DESIGN CRITERIA LISTED BELOW.

GENERAL

DC-1 THE STRUCTURAL DESIGN WAS COMPLETED IN ACCORDANCE WITH THE FOLLOWING CODES:

IBC 2018

ASCE 7-16

ACI 318-14

AISC 360 - MANUAL OF STEEL CONSTRUCTION 14TH EDITION

AISC 341-10 - SEISMIC DESIGN MANUAL

ANSI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS, 2012 EDITION

AWS D1.1 AMERICAN WELDING SOCIETY - STRUCTURAL WELDING CODE STEEL

2006 EDITION

DC-2 DEAD LOAD ARE CALCULATED IN ACCORDANCE WITH CHAPTER 3 OF THE ASCE 7-16.

DC-3 LIVE LOADS ARE CALCULATED IN ACCORDANCE WITH CHAPTER 4 OF THE ASCE 7-16 AS FOLLOWS:

DC-4 WIND PRESSURES SHALL BE CALCULATED IN ACCORDANCE WITH CHAPTER 26-31 OF THE ASCE 7-16 AS FOLLOWS:

DC-5 SNOW LOADS SHALL BE CALCULATED IN ACCORDANCE WITH CHAPTER 7 OF THE ASCE 7-16 AS FOLLOWS:

DC-6 SEISMIC LOADS SHALL BE CALCULATED IN ACCORDANCE WITH CHAPTER 11 AND 12 OF THE ASCE 7-16 AS FOLLOWS:

DESIGN CRITERIA

OCCUPANCY OR USE UNIFORM (psf.) CONCENTRATED (lbs.)

ROOF 20 300

TYPICAL FLOOR 100 2,000

AWNINGS AND CANOPIES 20 N/A

RISK CATEGORY II

WIND VELOCITY 105 MPH

DIRECTIONAL FACTORS (Kd) 0.85 MFRS

0.85 COMPONENTS

TOPOGRAPHIC FACTOR (Kzt) 1.00

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT +0.18

RISK CATEGORY II

GROUND SNOW (pg) 9 PSF

EXPOSURE FACTOR (Ce) 0.90

THERMAL FACTOR (Ct) 1.0

IMPORTANCE FACTOR 1.00

RISK CATEGORY II

MAPPED MCE Ss=0.279

S1=0.093

SPECTRAL RESPONSE COEFFICIENT SDs=0.293

SD1=0.148

SITE CLASSIFICATION D

IMPORTANCE FACTOR 1.00

SEISMIC DESIGN CATEGORY C

ANALYSIS PROCEDURE EQUIVALENT FORCE

METHOD

MAINFORCE RESISTING SYSTEM A.18

RESPONSE MODIFICATION FACTOR (R) 4

SYSTEM OVERSTRETCH FACTOR (Ωo) 2

DEFLECTION AMPLIFICATION FACTOR (Cd) 3.5

SEISMIC RESPONSE COEFFICIENT (Cs) 0.07325

SD-1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AS REQUIRED BY THE

SPECIFICATIONS AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING SUBMITTALS:

STRUCTURAL FILL AND EARTHWORK

STRUCTURAL STEEL

REINFORCING STEEL

CONCRETE MIX DESIGNS

METAL DECK

STEEL JOISTS & JOIST GIRDERS

WELDING PROCEDURES AND WELDING CERTIFICATIONS

LIGHT GAGE FRAMING PRODUCT DATA

PRODUCT DATA FOR CONCRETE INSERTS

PRODUCT DATA FOR POWER ACTUATED FASTENERS

PRODUCT DATA FOR CONCRETE EXPANSION ANCHORS

SD-2 REVIEWS BY THE ARCHITECT/ENGINEER SHALL BE FOR GENERAL CONFORMANCE TO THE PLANS AND SPECIFICATIONS ONLY.

MODIFICATIONS, COMMENTS AND INFORMATION PROVIDED BY THE ARCHITECT/ENGINEER ON THE SHOP DRAWINGS DOES NOT RELIEVE

THE CONTRACTOR FROM THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

SD-3 THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS AT THE JOB SITE AND COORDINATING THEM WITH THE PLANS

AND SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.

SD-4 THE FABRICATION AND CONSTRUCTION PROCESS, MEANS AND METHODS OF CONSTRUCTION, AND COORDINATING ALL TRADES FOR

PERFORMING THE WORK IN A SAFE AND SATISFACTORY METHOD SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.

SD-5 REPRODUCTION OF CONSTRUCTION DOCUMENTS AS PART OF THE SHOP DRAWINGS IS PROHIBITED. THE SHOP DRAWINGS SHALL BE

INDEPENDENTLY PRODUCED DRAWINGS BASED ON THE CONSTRUCTION DOCUMENTS. USE OF ELECTRONIC FILES PRODUCED BY STUBBS

ENGINEERING, INC. TO GENERATE SHOP DRAWINGS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL FROM STUBBS ENGINEERING, INC. IF ELECTRONIC DRAWINGS PRODUCED BY THE STUBBS ENGINEERING, INC. ARE USED IN THE PRODUCTION OF THE SHOP

DRAWINGS, ANY COMPANY LOGOS, TITLE BLOCKS AND SEALS SHALL BE REMOVED FROM THE SUBMITTAL.

SD-6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAYS DUE TO REJECTION OF INADEQUATE OR INCORRECT SHOP DRAWINGS.

SD-7 SHOP DRAWINGS SUBMITTED WITHOUT PRIOR REVIEW BY THE GENERAL CONTRACTOR SHALL NOT BE REVIEWED BY THE ENGINEER.

SD-8 REQUESTS FOR SUBSTITUTION SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS. SUBSTITUTIONS SHALL NOT BE IMPLEMENTED UNLESS

SPECIFICALLY APPROVED IN WRITING BY THE ARCHITECT/ENGINEER.

SHOP DRAWINGS

FND-7 STRUCTURAL SELECT FILL SHALL BE FREE OF ROCKS, ROOTS, VEGETABLE MATTER, CLAY CLUMPS OR ROCKS GREATER THAN 3

INCHES IN ANY DIMENSION. STRUCTURAL SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS:

NO EXPANSIVE MATERIAL

MAXIMUM PLASTICITY INDEX (ASTM D4318): 20

GRADATION (ASTM D422)

SIEVE SIZE PERCENT PASSING

4-INCH 100%

3/4-INCH 70-100%

NO. 4 50-100%

NO. 200 50% MAX

FND-8 PLACE ALL STRUCTURAL SELECT FILL IN 10 INCH MAXIMUM LOOSE LIFTS. MOISTEN TO A MOISTURE CONTENT OF +/- 2%

OPTIMUM MOISTURE CONTENT AND COMPACT TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR (ASTM D1557) MAXIMUM DRY

DENSITY.

FND-9 ALL EARTHWORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER TO ENSURE ALLOWABLE BEARING PRESSURE IS

MET, THERE IS A LOW SETTLEMENT POTENTIAL AND THE ABSENCE OF EXPANSIVE MATERIAL. TESTING SHALL BE PERFORMED AT

THE FOLLOWING MINIMUM RATES. THE GEOTECHNICAL ENGINEER MAY DETERMINE MORE STRINGENT TESTING IF REQUIRED.:

- ONE SIEVE ANALYSIS AND PLASTICITY INDEX PER MATERIAL USED IN ACCORDANCE WITH ASTM D-422 & ASTM D-4318.

- ONE FIELD DENSITY TEST, IN ACCORDANCE WITH ASTM D1556, D2167 OR D2922, PER EACH 2,500 SQUARE FEET OF

COMPACTED LIFT MATERIAL. PROVIDE A MINIMUM OF TWO TESTS.

- EACH HORIZONTAL LIFT OF STRUCTURAL SELECT FILL SHALL BE TESTED WITH ONE FIELD DENSITY TEST, IN ACCORDANCE WITH

ASTM D1556, D2167 OR D2922, PER EACH 2,500 SQUARE FEET AND 100 FEET OF CONTINUOUS FOOTING WITH A MINIMUM

OF THREE TESTS.

FND-10 VAPOR BARRIERS SHALL BE PLACED DIRECTLY BELOW ALL SLABS ON GRADE BETWEEN THE SLAB AND THE SUBGRADE. THE VAPOR

BARRIER SHALL HAVE A MINIMUM THICKNESS OF 10 MILS AND SHALL MEET THE REQUIREMENTS OF ASTM1745 WITH A WATER

VAPOR PERMEANCE LESS THAN 0.030 PERMS. CONTRACTOR SHALL LAP AND SEAL ALL EDGES. PUNCTURES AND PENETRATIONS

SHALL BE SEALED AND REPAIR PER THE MANUFACTURE'S RECOMMENDATIONS.

FND-11 CONSTRUCTION JOINTS IN FOOTINGS AND STEM WALL CAN BE PLACED AT CONTRACTOR'S OPTION. FOOTINGS AND STEM WALL

CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAIL .

FND-12 SAW CUT CONTROL JOINTS AS INDICATED ON PLANS WITHIN 12 HOURS OF PLACING CONCRETE.

/4 S4.0

FOUNDATION

CNC-1 ALL CONCRETE SHALL BE PROPORTIONED, CONSTRUCTED AND CONFORM TO THE SPECIFICATION OF ACI 301-16. CONCRETE

DESIGN SHALL CONFORM TO ACI 318-14.

CNC-2 PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. CONCRETE IN CONTACT WITH SOIL SHALL BE TYPE II

CEMENT.

CNC-3 FLY ASH SHALL NOT BE USED IN ARCHITECTURALLY EXPOSED CONCRETE, TILTWALLS OR SLABS ON GRADE. FLY ASH IS

ALLOWED IN ALL OTHER NON-ARCHITECTURALLY EXPOSED CONCRETE, UP TO A MAXIMUM OF 20% OF THE CEMENT CONTENT.

THE MIX DESIGN SHALL INDICATE THAT THE FLY ASH SHALL NOT ADVERSELY EFFECT THE PERFORMANCE OF OTHER PRODUCTS

AND MATERIALS THAT WILL BE IN CONTACT WIT THE CONCRETE.

CNC-4 CONCRETE SHALL BE PROPORTIONED TO THE FOLLOWING REQUIREMENTS:

CONCRETE SHALL BE PROPORTIONED TO EXCEED 75% OF THE 28-DAY STRENGTH IN 7 DAYS.

CNC-5 CONCRETE REINFORCING STEEL AND EMBEDS SHALL HAVE THE FOLLOWING PROPERTIES:

CNC-6 UNLESS OTHERWISE SHOWN THE CLEAR DISTANCE FOR THE FACE OF CONCRETE FORMS TO THE REINFORCING STEEL SHALL BE:

CNC-7 REINFORCING DETAILING AND PLACEMENT SHALL BE IN COMPLIANCE WITH ACI 315-08.

CNC-8 ALL REBAR SHALL BE SPLICED IN ACCORDANCE WITH DETAIL AND STANDARD HOOK SHALL BE PROVIDED PER

DETAIL . MESH REINFORCING SHALL BE SPLICED IN ACCORDNACE WITH DETAIL .

CNC-9 ALL REBAR AND REINFORCING MESH SHALL BE CHAIRED TO PROVIDE REQUIRED COVER AND SUPPORT THE REINFORCING

ADEQUATELY TO PREVENT ACCIDENTAL DISPLACEMENT. CHAIRS FOR SLABS ON GRADE SHALL BE SPECIFICALLY DESIGNED FOR

USE ON SOIL. CHAIRS FOR SLABS ON METAL DECK SHALL BE SPECIFICALLY DESIGNED FOR USE ON METAL DECK.

CNC-10 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATORY MEANS. CONSOLIDATIONS SHALL BE OBSERVED BY INSPECTION AGENCY.

CNC-11 CONCRETE DIMENSIONS SHOWN ON DRAWINGS ARE ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS.

CNC-12 ALL CONTINUOUS REINFORCING IN FOOTINGS AND WALLS SHALL EITHER BE CONTINUOUS AROUND CORNERS OR HAVE BENT

CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL BARS.

CNC-13 F0RM TIES SHALL BE EITHER OF THE THREADED OR SNAP OFF TYPE. NO EXPOSED METAL SHALL BE ALLOWED WITHIN ONE

INCH OF THE SURFACE. ALL RECESSES SHALL BE POINTED WITH MORTAR.

CNC-14 ALL DOWELS, EMBEDS AND REINFORCING BARS SHALL BE SECURELY TIED PRIOR TO PLACING CONCRETE. INSTALLATION OF

ITEMS INTO WET CONCRETE WILL NOT BE ALLOWED.

CNC-15 ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4" CHAMFER.

CONCRETE

FOOTINGS

TURNDOWNS &

SLAB ON GRADE

LOCATION f'c AT

28 DAYS

MAX SIZE

AGGREGATE

3,000 PSI

4,000 PSI

SLUMP AIR

CONTENT

0 - 5%

NONE

3 - 5 INCH

4 - 6 INCH

1 - INCH

3/4 - INCH

CONCRETE TYPE

NORMAL WEIGHT

NORMAL WEIGHT

MAXIMUM WATER

TO CEMENT

RATIO

0.55

0.55

TYPE

REBAR

WELDED WIRE REINF.

HEADED ANCHOR STUDS

DESIGNATION

ON PLAN

WWF

HAS

ASTM

A615

A185

A108, B

YIELD

STRENGTH

60 KSI

60 KSI

70 KSI

NOTES

NOT WELDABLE

FLAT SHEETS ONLY

CONDITION

CONCRETE CAST AGAINST EARTH OR WATER

CONCRETE CAST TO FORMS EXPOSED

TO EARTH, WATER OR WEATHER

SLABS ON GRADE

CLEAR

DISTANCE

3 - INCH

2 - INCH

1 1/2 - INCH

2 - INCH

1 1/2 - INCH

3/4 - INCH

NOTES

EXCLUDES SLABS ON GRADE

NO. 6 BAR AND LARGER

NO. 5 BAR AND SMALLER

FROM BOTTOM SURFACE

FROM TROWLED SURFACE

FROM SCREED SURFACE

/1 S1.1

/2 S1.1 /3 S1.1

SJ-1 STEEL JOISTS, AND BRIDGING SHALL BE FABRICATED AND ERECTED BY A MEMBER OF SJI IN ACCORDANCE WITH SJI'S "STANDARD

SPECIFICATION FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS", 2005 EDITION.

SJ-2 WHERE BEARING LENGTHS ARE NOT SHOWN ON THE DRAWINGS, THE FOLLOWING MINIMUMS SHALL BE PROVIDED:

SJ-3 WHERE END ANCHORAGE FOR JOISTS ARE NOT SHOWN ON THE DRAWINGS, THE FOLLOWING MINIMUMS SHALL BE PROVIDED:

SJ-4 BRIDGING FOR STEEL JOISTS SHALL BE AS SHOWN ON THE DRAWINGS AND MEET THE MINIMUM REQUIREMENTS OF THE SJI

SPECIFICATIONS.

SJ-5 EXTEND BOTTOM CHORD OF JOIST AT COLUMNS TO PROVIDE TEMPORARY STRUCTURAL FRAME STABILITY DURING ERECTION PER

OSHA STANDARDS.

SJ-6 HANGERS AND OTHER SUPPORTS FOR MECHANICAL, ELECTRICAL OR PLUMBING SHALL NOT EXCEED 200 LBS WITHOUT PRIOR

WRITTEN APPROVAL FROM ENGINEER. HANGER LOCATIONS SHALL BE AT INTERSECTION OF WEB AND CHORD MEMBER OR THE JOIST

SHALL BE REINFORCED PER DETAIL .

SJ-7 PROVIDED BOTTOM CHORD JOIST EXTENSION WHERE REQUIRED BY THE ARCHITECTURAL DRAWINGS.

SJ-8 JOISTS SHALL BE DESIGN FOR THE NET UPLIFT (AS SHOWN IN ). INCREASE JOIST AND JOIST GIRDER SIZES AS

REQUIRED. PROVIDE UPLIFT BRIDGING PER SJI REQUIREMENTS.

SJ-9 ALL JOISTS SHALL MEET A DEFLECTION CRITERIA OF L/240 FOR LIVE LOADS AND L/180 FOR TOTAL LOADS.

SJ-10 JOIST CAMBER SHALL BE SPECIFIED PER SJI.

STEEL JOISTS

BEARING LENGTHMATERIALJOIST DESIGNATION

STEEL

CONCRETE OR MASONRY

2 1/2"

4" - ON BEARING PLATE

K SERIES

BEARING LENGTHCONDITIONJOIST DESIGNATION

TYPICAL BEARING

OSHA CONNEX @ COLUMN

2-1/8"x1" FILLET WELDS

2-1/2" DIA 307

K SERIES

/5 S5.0

/2 S1.2

MD-1 METAL DECK SHALL BE DETAILED AND FABRICATED BY A MEMBER OF SDI AND IN ACCORDANCE WITH SDI SPECIFICATIONS.

MD-2 ALL METAL DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS UNLESS APPROVED BY ENGINEER OR SPECIFICALLY

SHOWN ON THE DRAWINGS.

MD-3 METAL DECK AS DESIGNATED ON THE PLANS SHALL MEET THE FOLLOWING PROPERTIES:

MD-4 ALTERNATE FASTENERS TYPES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER.

MD-5 PROVIDE A MINIMUM OF 1-1/2" BEARING FOR ALL STEEL DECK.

MD-6 DECK SHALL BE SPLICED WITH A MINIMUM OF 2" LAP. SPLICES SHALL BE LOCATED AT SUPPORTS.

METAL DECK

ATTACHMENTSTHICKNESS IN.

& FINISH

DESIGNATION ON PLANS lx IN FY KSI

NO. 12 TEK SCREWS @ 36/5 TO

SUPPORTS PERPENDICULAR TO RIBS,

NO. 12 TEK SCREWS @ 12" O.C.

TO SUPPORTS PARALLEL TO RIBS

& NO. 10 TEK SCREWS @ 12" O.C.

AT SIDELAPS

1-1/2" 22ga B DECK 0.0295

PAINTED

0.192 33

LG-1 STRUCTURAL LIGHT GAGE FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE AISI "SPECIFICATIONS FOR

COLD-FORMED STEEL STRUCTURAL MEMBERS", 7TH EDITION

LG-2 LIGHT GAGE FRAMING MEMBERS SHALL COMPLY WITH "THE STEEL STUD MANUFACTURERS ASSOCIATION" DESIGNATION CALL OUTS.

LG-3 EXTERIOR AND LOAD BEARING LIGHT GAGE STUD WALLS SHALL HAVE BRIDGING AT A MAXIMUM SPACING OF 4'-0" O.C. BRIDGING

SHALL BE PER MANUFACTURE'S RECOMMENDATIONS & MEET THE REQUIREMENTS OF DETAIL .

LG-4 SECURE ALL STUDS TO TOP AND BOTTOM TRACKS WITH A MINIMUM OF 1-NO. 8 SCREW EACH SIDE.

LG-5 ALL WELDING OF MATERIAL LESS THAN 3/16" IN THICKNESS SHALL BE MADE IN ACCORDANCE WITH THE AWS D1.3. WELDERS

AND WELDING PROCEDURES SHALL BE SHALL BE QUALIFIED BY AWS D1.3.

LG-6 SPLICING STRUCTURAL LIGHT GAGE MEMBERS SHALL NOT BE ALLOWED.

LG-7 LIGHT GAGE STRAPS SHALL MATCH THE WIDTH AND THICKNESS SHOWN ON PLANS. STRAPS SHALL HAVE A MINIMUM YIELD

STRENGTH (Fy) OF 50 KSI. STRAPS SHALL BE GALVANIZED WITH A MINIMUM G60 FINISH.

LG-8 NON LOAD BEARING EXTERIOR STUDS SHALL BE ATTACHED TO PERIMETER ANGLE WITH A SLIDE CLIP PER DETAIL .

LG-9 ALL LIGHT GAGE STUDS AND TRACKS SHALL HAVE A G60 FINISH

LIGHT GAGE FRAMING (18ga AND HEAVIER)

MEMBER SHAPE

S = STUD OR JOIST SECTION

T = TRACK SECTION

U = CHANNEL SECTION

F = FURRING CHANNEL SECTION

600S162-54

MIL THICKNESS

FLANGE WIDTH

MEMBER DEPTH

/10 S5.0

/9 S5.0

PIA-1 ALL CONCRETE EXPANSION ANCHORS TO BE USED SHALL HAVE AN ICC-ES REPORT AND MEET THE REQUIREMENTS OF ACI 318

APPENDIX D FOR CRACKED & UNCRACKED CONCRETE. ANCHORS SHALL BE APPROVED FOR SEISMIC LOADS AND CRACKED

CONCRETE. PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. ANCHORS SHALL BE INSTALLED PER THE

ICC-ES REPORT AND MANUFACTURES RECOMMENDATIONS. CONCRETE ANCHORS SHALL BE GALVANIZED CARBON STEEL. CONCRETE

EXPANSION ANCHORS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE.

ALL ULTIMATE (LRFD) LOADS ARE PROVIDED FOR CONCRETE WITH f'c = 400psi, UNCRACKED & FOR NON SEISMIC LOADS

PIA-2 ALL POWER ACTUATED FASTENERS TO BE USED, SHALL HAVE AN ICC-ES REPORT IN ACCORDANCE WITH THE PROVISIONS OF ICC-

ES ESR-2269. FASTENERS SHALL BE APPROVED FOR SEISMIC LOADS. PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL. FASTENERS SHALL BE INSTALLED PER THE ICC-ES REPORT AND MANUFACTURES RECOMMENDATIONS. POWER

ACTUATED FASTENERS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE.

ALL ALLOWABLE LOADS (LRFD) ARE PROVIDED FOR NORMAL WEIGHT CONCRETE WITH f'c=400PSI

ALL ALLOWABLE LOADS ARE PROVIDED FOR 1/2" THICK ASTM A36 STEEL

PIA-3 ALL MASONRY EXPANSION ANCHORS TO BE USED SHALL HAVE AN ICC-ES REPORT AND MEET THE REQUIREMENTS OF ACI 530.

ANCHORS SHALL BE APPROVED FOR SEISMIC LOADS FOR FULLY GROUTED CELLS. PRODUCT DATA SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL. ANCHORS SHALL BE INSTALLED PER THE ICC-ES REPORT AND MANUFACTURES RECOMMENDATIONS.

MASONRY EXPANSION ANCHORS SHALL BE GALVANIZED CARBON STEEL. MASONRY EXPANSION ANCHORS SHALL MEET THE

FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE.

ALL ULTIMATE LOADS (LRFD) ARE PROVIDED FOR MINIMUM MASONRY PRISM STRENGTH OF f'm=1,500PSI AND MINIMUM EDGE

DISTANCE OF 4 INCHES FROM EDGE OF BLOCK

3/8" CEA

DESIGNATION

ON PLAN

ULTIMATE NON-SEISMIC

SHEAR LOAD

3,005 LBS

12,450 LBS

22,000 LBS

1/2" CEA

3/4" CEA

MINIMUM

EMBEDMENT

ULTIMATE NON-SEISMIC

TENSILE LOAD

2,070 LBS

4,534 LBS

8,780 LBS

/O

/O

/O

2"

3-1/4"

4-3/4"

POST INSTALLED ANCHORS

0.157 1PAF

DESIGNATION

ON PLAN

ALLOWABLE

SHEAR LOAD

225 LBS

420 LBS

MINIMUM

DIAMETER

ALLOWABLE

TENSILE LOAD

170 LBS

325 LBS

/O 0.157"

0.157"

POWER ACTUATED FASTENERS IN CONCRETE

MINIMUM

EMBEDMENT

0.157 1-1/2PAF/O

1"

1-1/2"

0.157 PAF

DESIGNATION

ON PLAN

ALLOWABLE

SHEAR LOAD

720 LBS

MINIMUM

DIAMETER

ALLOWABLE

TENSILE LOAD

778 LBS/O 0.157"

POWER ACTUATED FASTENERS IN STEEL

MINIMUM

EMBEDMENT

GREATHER THAN

MATERIAL

THICKNESS

1. STRUCTURAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17 OF THE 2015…