Drawings 554-23-101 Construct New SCI set 1 of 2.pdf

SHEET NUMBER SHEET NAME

04-GI-001 COVER SHEET AND DRAWINGS INDEX

04-GI-002 INFECTION CONTROL RISK ASSESSMENT PLAN

04-SS-000 COVER SHEET AND GENERAL NOTES

04-SS-101 FRAMING PLAN & DETAILS

04-AI-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

04-AD-101 1ST FLOOR PARTIAL ARCHITECTURAL DEMOLITION PLAN AND RCP

04-AI-101 OVERALL FLOOR PLAN

04-AI-401 1ST FLOOR PARTIAL PLAN AND REFLECTED CEILING PLANS

04-AI-451 FINISH PLAN AND ENLARGED BATHROOM

04-AI-501 INTERIOR ELEVATIONS AND DETAILS

04-AI-502 INTERIOR FINISH SELECTIONS

04-AI-601 PARTITION TYPES, SCHEDULES AND DETAILS

04-MI-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

04-MD-101 INTERSTITIAL HVAC DEMO PLAN

04-MH-101 INTERSTITIAL HVAC PLAN

04-MI-501 MECHANICAL DETAILS

04-PI-001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

04-PD-101 PLUMBING PIPING DEMO PLAN

04-PD-102 SERVICE LEVEL WASTE AND VENT DEMO PLAN

04-PD-103 LEVEL 1 WASTE AND VENT DEMO PLAN

04-PP-101 PLUMBING PIPING PLAN

04-PL-101 SERVICE LEVEL WASTE AND VENT PIPING PLAN

04-PL-102 LEVEL 1 INTERSTITIAL WASTE AND VENT PIPING PLAN

04-PI-400 PLUMBING DETAILS

04-EI-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

04-ED-101 ELECTRICAL POWER AND LIGHTING DEMO PLAN

04-ES-301 ELECTRICAL LIGHTING PLAN

04-ES-401 ELECTRICAL POWER PLAN

04-ES-502 ELECTRICAL DETAILS

04-ES-801 PANEL SCHEDULES

04-ES-802 PANEL SCHEDULES 2

04-TI-001 TELECOM GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

04-TD-101 TELECOM DEMO PLAN

04-AC-101 PHYSICAL ACCESS CONTROLS

04-ES-501 FIRE ALARM PLANS

04-TA-301 TECHNOLOGY PLANS

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03040506

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Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key PlanCONSULTANTS:

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04-GI-001

COVER SHEET AND DRAWINGS INDEX

JME LMF

Project 554-23-103 Construct New SCI Residential Apartment Building H Rocky Mountain Regional VA Medical Center 1700 N Wheeling St, Aurora, CO 80045

VICINITY MAP CAMPUS MAP

BUILDING H1

PROJECT

LOCATION

CAMPUS VIEW

07.01.2025

DN

# KEY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

FLEXIBLE EXHAUST DUCTWORK TO BE INSTALLED AND

PRESENT PRIOR TO COMMENCEMENT OF

CONSTRUCTION ACTIVITIES. PROVIDE HEPA FILTER FOR

EXHAUST AIR.

CUT OPENING NEAR THE TOP OF THE ICRA BARRIER TO

ALLOW FLEXIBLE DUCT TO PASS THROUGH. SEAL

AROUND DUCT OPENING TO PREVENT OUTDOOR AIR

INFILTRATION INTO ANY AREAS SURROUNDING THE

PROJECT AREA.

DEMOLISH EXISTING CRACKED WINDOW. INSTALL

TEMPORARY PLYWOOD TO COVER EXISTING WINDOW

AREA, AND RUN DUCTWORK THROUGH THE PLYWOOD

TO THE OUTSIDE. SEAL ALL PENETRATIONS. PROVIDE

BIRD SCREEN AT THE END OF THE FLEXIBLE DUCT. BACK

PLYWOOD WITH RIGID INSULATION AND

WEATHERSTRIPPING TO PREVENT AIR INFILTRATION AND

REDUCE HEAT TRANSFER.

AFTER PROJECT IS COMPLETE AND ICRA BARRIERS ARE

REMOVED, REMOVE TEMPORARY DUCTWORK,

PLYWOOD, AND PROVIDE REPLACEMENT WINDOW.

MATCH EXISTING CONSTRUCTION, COORDINATE WITH

COR TO ENSURE REPLACEMENT WINDOW HAS THE SAME

CHARACTERISTICS AND PERFORMANCE DATA AS THE

EXISTING CONSTRUCTION.

PROVIDE ICRA BARRIER TO CONTAIN ALL DUST AND

CONTAMINANTS DURING CONSTRUCTION ACTIVITIES.

PROVIDE ANTEROOM IN THIS LOCATION, 6'-0" WIDE X 3'-0"

DEEP.

PROVIDE ANTEROOM AT SOUTH SITE ENTRANCE 5'-0"

WIDE X 6'-0" DEEP.

WINDOW TO BE INSTALLED AFTER APARTMENT

CONSTRUCTION IS COMPLETE. INSTALL VIRACON GL-51

(OR APPROVED EQUAL) WINDOW APPROXIMATE SIZE

45"W X 63"H. FIELD MEASURE PRIOR TO ORDERING.

MODIFY ICRA HARD BARRIER FOR HALLWAY FLOORING

REPAIRS/REPLACEMENT.

1.

2.

3.

4.

5.

6.

7.

EXHAUST DUCTWORK TO BE PRESENT AT ALL TIMES

DURING CONSTRUCTION AND MUST TIE INTO ICRA

CONSTRUCTION BARRIER.

EXACT PLACEMENT OF DUCTWORK TO BE FIELD

VERIFIED DURING CONSTRUCTION, AND THE

CONTRACTOR MAY PROPOSE AN ALTERNATE SOLUTION

PRIOR TO CONSTRUCTION ACTIVITIES. RUN ICRA

EXHAUST AIR ABOVE THE EXISTING CEILING, TO

REMAIN, AT ALL POINTS UNTIL FINAL DISCHARGE

LOCATION. PROVIDE NEW WALL PENETRATIONS IF

REQUIRED.

DUCTWORK TO BE SIZED APPROPRIATELY AND

SUPPORTED AT ALL TIMES AND MAY BE A COMBINATION

OF RIGID AND FLEXIBLE DUCT.

REPAIR ALL BUILDING MODIFICATIONS BACK TO THEIR

ORIGINAL CONDITIONS AFTER COMPLETION OF

CONSTRUCTION ACTIVITIES.

PROVIDE HARD ICRA BARRIER TO CONTAIN ALL DUST

AND CONTAMINANTS AND TO CONTROL PRESSURE.

EXISTING WALLS TO REMAIN MAY SERVE AS ICRA HARD

BARRIER IF SUITABLE FOR DUST AND PRESSURE

CONTROL. COORDINATE WALL LOCATION WITH COR TO

ALLOW FOR BOTH CONSTRUCTION TO BE PERFORMED

AND CORRIDORS TO BE USABLE. ICRA DISCHARGE

DUCTWORK AND ASSOCIATED ITEMS ARE TO REMAIN

PROPERTY OF THE VA.

CONTINUOUS AND RECORDED PRESSURE MONITORING

IS REQUIRED.

POSITION HARD ICRA BARRIERS TO MAINTAIN 60" OF

HALLWAY TRAVEL SPACE FOR BOTH ADJACENT

CORRIDORS.

ICRA PLAN NOTES:

HE-P02

ELEV

04-01-PE4

HE-P01

ELEV

04-01-PE3

H1-ST1

STAIR

04-01-ST1

A

A

R1

R1

R2

R2

RB

RB

RA

RA

84 5

CORRIDOR

H1-C07

3 9

PHASING PLAN NOTES:

1.

2.

3.

CONTRACTOR SHALL DISCUSS AND COORDINATE A FINAL

PHASING PLAN WITH THE COR WITHIN 2 WEEKS OF CONTRACT

AWARD. PHASING PLAN SHALL BE SUBMITTED TO THE COR FOR

CONCURANCE, AND AGREED UPON PRIOR TO STARTING WORK.

MILESTONE DURATIONS, ORDER OF OPERATIONS, AND SPECIFIC

INFORMATION TO BE AGREED UPON. FINAL DETERMINATION OF

PHASING PLAN SHALL BE APPROVED BY THE COR.

SUBMIT DETAILED PHASING PLAN, INCLUDING ALL WORK

DESCRIBED AND SHOWN IN THE DRAWINGS / SPECIFICATIONS.

NOT ALL ITEMS IN THE PROJECT ARE LISTED BELOW. ENSURE

THE COR IS AWARE OF ALL ITEMS AND ACTIVITIES THAT OCCUR

DURING DEMOLITION AND INSTALLATION, AND NOTIFY THE COR

IMMEDIATELY OF ANY DEVIATION TO THE AGREED UPON

PHASING PLAN.

PHASING PLAN:

1.

2.

3.

4.

DEMOLITION

INSTALL ICRA WALLS AND TEMPORARY HVAC.

DEMOLISH AND CAP DUCTWORK. ENSURE CONTAMINANTS DO NOT ENTER

ANY RETURN OR EXHAUST DUCTWORK THROUGHOUT PROJECT

DURATION.

DEMOLISH WIRING, CONDUIT, ELECTRICAL / TELECOM EQUIPMENT,

LIGHTING FIXTURES, PLUMBING FIXTURES, AND PLUMBING LINES.

REMOVE WALL PARTITIONS, CEILINGS, AND FLOORING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

NEW WORK

CORE DRILL SANITARY WASTE LINES FOR KITCHEN AND RESTROOM.

ENSURE THAT ADA APPROACH IS MAINTAINED FOR BATHROOM AND KITCHEN AND BATHROOM

SANITARY LINES ARE PLACED IN THE CORRECT LOCATION, AND APPROPRIATE SLOPE / TIE IN LOCATIONS ARE CONFIRMED. DO NOT PROCEED WITH FRAMING OR CABINETS UNTIL CONFIRMATION.

FRAME WALLS

DESIGN AND INSTALL CABINETRY, ENSURE SANITARY WASTE LINE IS CONCEALED.

INSTALL STRUCTURAL SUPPORT FOR OVERHEAD PATIENT LIFT.

INSTALL NEW ELECTRICAL / TELECOM EQUIPMENT, WIRING, CONDUIT.

INSTALL NEW PLUMBING FIXTURES AND PIPING.

INSTALL DRYWALL

INSTALL NEW CEILINGS, NEW DUCTWORK / DIFFUSERS, AND LIGHTING FIXTURES.

INSTALL NEW PATIENT LIFT

ENSURE ALL ITEMS NOTED IN THE DRAWINGS AND SPECIFICATIONS ARE INSTALLED.

INSTALL NEW FLOORING, DOORS, AND SIGNAGE.

REMOVE TEMPORARY DUCTWORK, AND PERFORM TAB ON THE NEW HVAC SYSTEM.

ONCE ALL ACTIVITIES ARE COMPLETED AND ACCEPTED, REMOVE ICRA BARRIERS.

PHASING PLAN:

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Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key PlanCONSULTANTS:

DateRevisions

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554-23-101CONSTRUCT NEW SCI

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04-GI-002

INFECTION CONTROL RISK

ASSESSMENT PLAN

WBR WBR

3/8" = 1'-0"1 TEMPORARY ICRA PLAN

2' 4'0 1'

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

C1

XX"xXX"

MARK DESCRIPTION

DRAWING LEGEND

0 REVISION TRIANGLE

STEEL/CONCRETE COLUMN

SYMBOL (REFER TO STEEL

COLUMN SCHEDULE)

X

SX.X

S0.0

DETAILS OR SECTION CUT

(DETAIL NUMBER/SHEET NUMBER)

DETAILS OR SECTION CUT IN PLAN

VIEW (DETAIL NUMBER/SHEET NUMBER)

STRUCTURAL EXTENT SYMBOL

SINGLE ARROW - END OF EXTENT

DOUBLE ARROW - CONTINUOUS

EXTENT ALONG THE ELEMENT LINE

UNTIL THE ELEMENT IS INTERRUPTED

INDICATES WIDE FLANGE COLUMN

INDICATES HOLLOW STRUCTURAL

SECTION (HSS) COLUMN OR

TUBE STEEL (TS) COLUMN

INDICATES HOLLOW STRUCTURAL

SECTION (HSS) COLUMN OR

STEEL PIPE COLUMN

INDICATES WOOD POST

INDICATES BUNDLED STUDS

INDICATES WOOD OR STEEL STUD WALL

INDICATES MASONRY/CMU WALL

INDICATES WOOD OR STEEL STUD SHEAR WALL

INDICATES BEARING WALL BELOW

INDICATES EXISTING WALL

ABBREVIATIONS

SHEET INDEX

WOOD FRAMING

1.

2.

3.

4.

5.

6.

7.

REFERENCED STANDARDS: CONFORM TO:

IBC 2024 CHAPTER 23 “WOOD”

NDS - “2024 NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION ”

APA PDS - 97 PLYWOOD DESIGN SPECIFICATION (REVISED 2010)

ANSI/TPI 1 “NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS

CONSTRUCTION”

TPI HIB “COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL

PLATE CONNECTED WOOD TRUSSES ”

TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING METAL PLATED

CONNECTED WOOD TRUSSES ”

APA REPORT T98-22 “NAIL PENETRATION AND FRAMING SPECIFIC GRAVITY FACTORS FOR SHEAR

WALLS AND DIAPHRAGM”

IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY

THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY.

MATERIALS:

SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB, OR NLGA. FINER JOINTED STUDS

ACCEPTABLE AT INTERIOR WALL ONLY.

Member Use Size Species Grade

POSTS 4X4, 4X6, 6X6 DF NO. 2

BEAMS 2x 4x 6x DF NO. 2

1-3/4" X LVL 2.0E (WEYERHAEUSER (OR APPROVED ALTERNATIVE) TYP.)

TIMBER CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICBO APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING. ALL MANUFACTURE RECOMMENDATION SHALL BE FOLLOWED.

WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS PLACE ONE HALF OF NAILS OR BOLTS IN EACH MEMBERS. WHERE STRAPS ARE USED AS HOLD-DOWNS, NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATION, AS LATE AS POSSIBLE TO ALLOW WOOD TO SHRINK AND BUILDING TO SETTLE.

PREMATURE NAILING OF STRAP MAY LEAD TO STRAP BUCKLING AND POTENTIAL FAILURE, WHICH

STRUCTURAL ENGINEER SHALL NOT BE LIABLE FOR FAILURE.

WHERE CONNECTORS ARE EXPOSED IN EXTERIOR APPLICATIONS IN CONTACT WITH PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA, CONNECTOR SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG), OR MECHANICALLY GALVANIZED (ASTMB695 CLASS 40 OR GREATER) OR ZINC GALVANIZED WITH 1.85

OZ/SF.

DESIGN LOADS: BUILDING DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE

BUILDING CODE AND ASCE 7 AS FOLLOWS:

DESIGN LOAD ON BEAM : 1000 LBS LIVE LOAD & 500 LBS DEAD LOAD AT CENTRE OF THE BEAM

DESIGN CRITERIA AND LOADS

ADHESIVEBASE

MATERIAL

CONCRETE

CMU (GROUTED)

CMU (HOLLOW)

CLAY BRICK (URM)

STEEL

CONCRETE

CMU (GROUTED)

CMU (HOLLOW)

CLAY BRICK (URM)

STEEL

CONCRETE

CMU (GROUTED)

CMU (HOLLOW)

CLAY BRICK (URM)

STEEL

EXPANSION

ANCHOR

SCREW

ANCHOR ADHESIVE

HILTI

HY 200

HY 70

HY 70

HY 70

KWIK BOLT TZ

KWIK BOLT TZ

HLC SLEEVE

HLC SLEEVE

KWIK HUS-EZ

KWIK HUS-EZ

KWIK CON II+

KWIK CON II+

SELF DRILL

HWH2 10-16

X-C*

X-C

X-C

X-U

* USE X-CP FOR WOOD SILL PLATE TO CONCRETE

SIMPSON STRONG-TIE

SET-3G

SET-XP

SET

SET

STRONG BOLT 2

STRONG BOLT 2

SLEEVE-ALL

TITEN HD

TITEN HD

TITEN HD

TITEN HD

X METAL

SCREW #10

PDPA**

PDP

PDP

PDPA

** USE PHN FOR WOOD SILL PLATE TO CONCRETE

DEWALT/POWERS FASTENERS

PURE 110+

AC100+GOLD

AC100+GOLD

AC100+GOLD

AC100+GOLD

STUD+ SD-1

LOK-BOLT AS

STUD+ SD-1

WEDGE BOLT+

WEDGE BOLT+

WEDGE BOLT+

0.300" DIA HEAD

DRIVE PIN***

0.300" DIA HEAD

DRIVE PIN***

0.300" DIA HEAD

DRIVE PIN***

0.300" DIA HEAD

DRIVE PIN***

*** 0.145" DIA SHANK

NOTE:

1. CLAY BRICK (URM) REFERS TO SOLID UNREINFORCED MASONRY WALLS

CONSTRUCTED WITH CLAY BRICK.

2. ALTERNATE FASTENERS MAY BE PROPOSED FOR REVIEW BY SER.

MECHANICAL AND CHEMICAL ANCHORS

ANCHOR CAPACITY: ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

INSTALLATION: INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS AND IN ACCORDANCE WITH

SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

POST-INSTALLED DRILLING: HOLES FOR INSTALLING REINFORCING BARS, BOLTS, THREADED RODS AND INSERTS SHALL BE DRILLED USING THE ICC APPROVED DRILLING METHOD FOR THE ANCHOR TO BE INSTALLED. NON- DESTRUCTIVELY LOCATE EXISTING REINFORCING PRIOR TO DRILLING. DO NOT CUT EXISTING REINFORCING.

THREADED RODS: ADHESIVE ANCHORS SHALL USE ASTM A36 THREAD RODS, UNO

OVERHEAD INSTALLATION: ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR VERTICALLY OVERHEAD ORIENTATIONS THAT SUPPORT SUSTAINED TENSION LOADS SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI/CRSI (ACI 318-11 D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.

MINIMUM CONCRETE AGE: ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21

DAYS (ACI 318-11 D.2.2).

ALLOWABLE ANCHORS: THE FOLLOWING TABLE OF ANCHORS REPRESENT THE DEFAULT PRODUCTS USED IN DESIGN. WHERE SPECIFIC PRODUCTS ARE NOT OTHERWISE CALLED OUT IN THE STRUCTURAL DRAWINGS, THIS

TABLE SHALL CONTROL.

FASTENERS: (NAILS, BOLTS, SCREWS, ETC.) ATTACHING TIMBER CONNECTORS (JOIST HANGERS, POST CAPS AND BASES, ETC) TO PT WOOD SHALL HAVE SIMILAR CORROSION RESISTANCE. VERIFY SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL MANUFACTURER/SUPPLIER.

PROVIDE WASHER UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD ALL NAILS 12d AND SMALLER SHALL BE FULL LENGTH COMMON UNLESS NOTED OTHERWISE. 16d NAILS MAY BE 16d SINKERS UNLESS NOTED OTHERWISE. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS

TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE.

FASTENERS SHALL CONFORM TO IBC SEC 2304.10 "CONNECTIONS AND FASTENERS". UNLESS NOTED ON PLANS, NAIL PER TABLE 2304.10.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. ALTERNATE NAILS MAY BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR NAILING OF RATED SHEATHING IS SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO

CONSTRUCTION.

LAG BOLTS/BOLTS: CONFORM TO ASTM A325 AND IBC SEC 2304.10.

ENGINEERED WOOD PRODUCTS (WEYERHAEUSER, OR APPROVED ALTERNATIVE) : THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER AND WERE USED FOR THE DESIGN AS SHOWN ON

THE PLANS.

LAMINATED VENEER LUMBER (LVL): CONFORM TO ICC ES REPORT NO. ESR-1387

NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING.

STANDARD LIGHT FRAMING CONSTRUCTION: UNLESS NOTED OTHERWISE ON PLANS, CONSTRUCTION SHALL

CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT-FRAMED CONSTRUCTION"

NAILERS ON STEEL COLUMNS AND BEAMS: WOOD 3X NAILERS ARE REQUIRED ON ALL HSS COLUMNS AND STEEL BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED OTHERWISE, ATTACH WITH 5/8" DIAMETER BOLTS OR WELDED STUDS AT 16" ON CENTER. WOOD NAILERS ON BEAMS SUPPORTING JOISTS SHALL

NOT OVERHANG THE BEAM FLANGE BY MORE THAN 1/4".

MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR PRESSURE-TREATED WOOD SILL PLATES. REFER TO TESTING AND

INSPECTION FOR VERIFICATION OF THESE LIMITS.

CLADDING COMPATIBILITY: THE ARCHITECT/OWNER SHALL REVIEW THE CLADDING AND INSULATION SYSTEMS PROPOSED FOR THE PROJECT WITH RESPECT TO THEIR PERFORMANCE OVER WOOD STUDS WITH MOISTURE CONTENTS GREATER THAN 19%. EIFS SYSTEMS SHOULD BE AVOIDED ON WOOD-FRAMED PROJECTS DUE TO

PROBLEMS WITH MOISTURE PROOFING.

PRESERVATIVE TREATMENT (PT): WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" IN ACCORDANCE WITH IBC SEC 2304.11. "DECAY AND TERMITE PROTECTION" SHALL CONFORM TO APPROPRIATE STANDARD OF THE AMERICAN WOOD-PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUE LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE OF STAINLESS STEEL OR HOT DIPPED GALVANIZED OR AS PER IBC

2304.9.5. HUD UM48A PRESSURE-TREATED LUMBER AND PLYWOOD CERTIFICATION IS REQUIRED.

ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT

CHEMICAL MANUFACTURER/SUPPLIER.

1.

IBC TABLE 1705.3: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION

INSPECTION OF ANCHORS POST INSTALLED IN HARDENED CONCRETE

MEMBERS (NOTE a).

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 1a.

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. X

X

ACI 318: D.9.2.4

ACI 318: D.9.2

TABLE NOTES:

a. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED

BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

1909.1

1909.1

CONTINUOUS PERIODIC REFERENCE

STANDARD

IBC

REFERENCE

b. DEFINITIONS:

i. PERIODIC - OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING INSPECTIONS.

ii. CONTINUOUS - OBSERVE ITEMS FOR EACH BOLTED JOINT OR MEMBER

11 12 08 09 13

03040506

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key PlanCONSULTANTS:

DateRevisions

1 2 3 4 5 6 7 8 9 10 11 12

D

C

B

A

554-23-101CONSTRUCT NEW SCI

RESIDENTIAL

AURORA, COLORADO

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OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

ARCHITECT/ENGINEERS:Professional Seal

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CONSTRUCTION DOCUMENTS

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04-SS-000

COVER SHEET & GENERAL NOTES

JULY 2025 MA JP

A.F.F. ABOVE FLOOR FINISH

ADD'L ADDITIONAL

AGGR. AGGREGATE

ALT. ALTERNATE

ACI AMERICAN CONCRETE INSTITUTE

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL

INSTITUTE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

ASME AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

AWS AMERICAN WELDING SOCIETY

A.B. ANCHOR BOLTS

ANCH. ANCHORAGE

APPROX. APPROXIMATE

ARCH. ARCHITECT OR ARCHITECTURAL

ASPH. ASPHALT

ASSY. ASSEMBLY

AVG. AVERAGE

B.P. BASE PLATE

BM. BEAM

BRG. BEARING

BLK. BLOCK

BLK'G BLOCKING

BRD. BOARD

BOTT. BOTTOM

B/ or B.O. BOTTOM OF

B.O.D. BOTTOM OF DECK

B.O.S. BOTTOM OF STEEL

B.N. BOUNDARY NAILING

BLDG. BUILDING

BOCA BUILDING OFFICIALS AND CODE

ADMINISTRATORS

INTERNATIONAL, INC.

C.C. CARRIED COLUMN

CLG. CEILING

C/G CENTER OF GRAVITY

C/C CENTER TO CENTER

CL CENTERLINE

C CHANNEL

CLR. CLEAR

COL. COLUMN

CJP COMPLETE JOINT PENETRATION

CONC. CONCRETE

CMU CONCRETE MASONRY UNITS

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.J. CONTROL, OR CONSTRUCTION

JOINT

CF CUBIC FOOT

CY CUBIC YARD

DTL. DETAIL

DIAG. DIAGONAL

Ø or DIA. DIAMETER Do DITTO

DBL. DOUBLE

2L DOUBLE ANGLE

D.F. DOUGLAS FIR

DWG. DRAWING

EA. EACH

E.F. EACH FACE

E.W. EACH WAY

E. EAST

E.N. EDGE NAILING

ELECT. ELECTRIC OR ELECTRICAL

ELEV. ELEVATION

ENG. OR ENGR. ENGINEER

EQ. EQUAL

EQUIP. EQUIPMENT

EST. ESTIMATE

EXCAV. EXCAVATE

(E) EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

FAB. FABRICATOR OR FABRICATION

F.S. FAR SIDE

' or FT. FEET OR FOOT

F.N. FIELD NAILING

FIN. FINISH

FLR. FLOOR

F.J. FLOOR JOIST

FTG. FOOTING

FDN. FOUNDATION

FRMG. FRAMING

GA. GAGE OR GAUGE

GALV. GALVANIZED

GEN. GENERAL

GLB. GLU-LAM BEAM

GR. GRADE

HNG'R. HANGER

H HEIGHT

HEX. HEXAGON

HORIZ. HORIZONTAL

" or IN. INCHES

INFO. INFORMATION

I.D. INSIDE DIAMETER

JT. JOINT

Kg KILOGRAM

K KIP (1,000 LBS)

KSI KIPS PER SQUARE INCH

L ANGLE

LVL LAMINATED VENEER LUMBER

Le LENGTH

LLBH LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HORIZONTAL

LSV LONG SLOTTED VERTICAL

LONG. LONGITUDINAL

LABDS LOS ANGELES BUILDING

DEPARTMENT AND SAFETY

LARR LOS ANGELES CITY RESEARCH

REPORT

LB or LBS POUND OR POUNDS

M.B. MACHINE BOLT

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MED. MEDIUM

MTL. METAL

MEZZ. MEZZANINE

MIN. MINIMUM

MISC. MISCELLANEOUS

MIX. MIXTURE

MULT. MULTIPLE

N.F. NEAR FACE

N.S. NEAR SIDE

NEC. NECESSARY

(N) NEW

NOM. NOMINAL

N. NORTH

N.T.S. NOT TO SCALE

# or No. NUMBER

O.C. ON CENTER

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

PTN. PARTITION

PERP. PERPENDICULAR

PL. PLATE

PLY. PLYWOOD

P.T. POST-TENSION

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PROJ. PROJECT

P.L. PROPERTY LINE

Q.A. QUALITY ASSURANCE

QTY. QUANTITY

R RADIUS

REF. REFERENCE

RCP REFLECTED CEILING PLAN

REINF. REINFORCE, REINFORCED,

REINFORCEMENT, OR

REINFORCING

REQ'D. REQUIRED

REQ. REQUIREMENT

REV. REVISION

R.J. ROOF JOIST

R.R. ROOF RAFTER

RM. ROOM

SCHED. SCHEDULE

SECT. SECTION

S.W. SHEAR WALL

SHT'G. SHEATHING

SHT. SHEET

SMS SHEET METAL SCREW

SSH SHORT SLOTTED HOLE

SIM. SIMILAR

SIMP. SIMPSON STRONG-TIE

SK. SKETCH

S. SOUTH

S.I. SPECIAL INSPECTION

SPECS. SPECIFICATIONS

SQ. SQUARE

SF SQUARE FEET

STAGG. STAGGER, OR STAGGERED

STD. STANDARD

S STANDARD I BEAM

STL. STEEL

STIR. STIRRUP

STRUCT. STRUCTURAL

THK. THICK, OR THICKNESS

THRD. THREADED

THRU THROUGH

THRU-OUT THROUGH-OUT

T.N. TOE NAIL

TOL. TOLERANCE

T&G TONGUE AND GROOVE

T&B TOP AND BOTTOM

T/ or T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.F. TOP OF FOOTING

T.O.M. TOP OF MASONRY

T.O.S. TOP OF STEEL

TRANS. TRANSVERSE

TJI TRUSS JOIST MACMILLAN I-JOIST

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

VOL. VOLUME

V.W.A. VERIFY WITH ARCH.

WT. WEIGHT

WWF WELDED WIRE FABRIC

W. WEST

WF WIDE FLANGE

w/ WITH w/o WITHOUT

W.S. WOOD SCREW

W.P. WORK POINT

YD. YARD

STRUCTURAL GENERAL NOTES:

GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE

"INTERNATIONAL BUILDING CODE", 2024 EDITION, HEREAFTER REFERRED TO AS IBC, AS ADOPTED AND

AMENDED BY CITY OF AURORA, CO.

IBC 2024

REFERENCE STANDARDS: 2024 IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN THE SPECIFIED CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE

WITH THE ENTIRE STANDARD.

DEFINITIONS: THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN THESE

NOTES:

"ARCHITECT/ENGINEER"-THE ARCHITECT OF RECORD AND THE STRUCTURAL ENGINEER OF

RECORD.

"STRUCTURAL ENGINEER OF RECORD" (SER) - THE STRUCTURAL ENGINEER WHO IS LICENSED

TO STAMP & SIGN THE STRUCTURAL DOCUMENT FOR THE STATED PROJECT. THE SER IS

RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM.

"SUBMIT FOR REVIEW" - SUBMIT TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO

FABRICATION OR CONSTRUCTION.

"PER PLAN" - INDICATES TO THE STRUCTURAL PLANS, ELEVATIONS AND STRUCTURAL GENERAL

NOTES.

SPECIFICATIONS: REFER TO THE PROJECT SPECIFICATIONS IF ISSUED AS PART OF THE CONTRACT

DOCUMENTS FOR SUPPLEMENTAL INFORMATION TO THESE DRAWINGS.

OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL ELECTRICAL, CIVIL AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS,

ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, ELEVATORS, CURBS, MECHANICAL UNIT

LOCATIONS, AND OTHER NON-STRUCTURAL ITEMS.

STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL

CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE

WORK. ALL DIMENSIONS SHOWN OF DRAWINGS ARE APPROXIMATE.

STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. IF STRUCTURE IS NOT BUILT IN ACCORDANCE WITH STRUCTURAL PLANS, STRUCTURAL ENGINEER IS NOT LIABLE FOR ANY FAILURES WHICH MAY OCCUR

AFTER STRUCTURE IS BUILT.

COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF THE ASSEMBLY; AND FOR PERFORMING WORK IN A

SAFE AND SECURE MANNER; AND ALL INSPECTION NECESSARY.

MEANS, METHODS AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). CONTRACTOR IS RESPONSIBLE TO ADHERE TO OSHA REGULATIONS REGARDING STEEL ERECTION ITEMS SPECIFICALLY ADDRESSED IN THE LATEST OSHA REGULATIONS. BOLTING AND FIELD WELDING AT ALL MEMBER CONNECTIONS IS TO

BE COMPLETED PRIOR TO RELEASE OF THE MEMBER FROM THE HOISTING MECHANISM UNLESS

REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR'S TEMPORARY BRACING AND SHORING

DESIGN ENGINEER.

BRACING/SHORING DESIGN ENGINEER: THE CONTRACTOR SHALL AT HIS DISCRETION EMPLOY AN SSE, A REGISTERED PROFESSIONAL CIVIL, STRUCTURAL ENGINEER (PE, SE) FOR THE DESIGN OF ANY

TEMPORARY BRACING AND SHORING.

TEMPORARY SHORING, BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND

STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR PERFORMING THE WORK PROPERLY.

CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN "DESIGN CRITERIA & LOADS” BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR ’S SSE FOR BRACING/SHORING.

CHANGES IN LOADING: THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING IMPOSED ONTO THE STRUCTURE THAT

DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS

(ARCHITECTURAL / STRUCTURAL / MECHANICAL / ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE

DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN

EXCESS OF 200 POUNDS. PROVIDE MARKED-UP STRUCTURAL PLAN INDICATING LOCATION OF ANY NEW

EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO

INSTALLATION.

NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLANS/DETAILS OR REFERENCED STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR SUBMISSION OF THE PRIME CONTRACTOR ASKS FOR A DECISION FROM THE

ARCHITECT AS TO WHICH HALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE

CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.

SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.

CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED

ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE

ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE MATERIALS THAT ARE SUBMITTED WITHOUT

ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT

OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE

SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER.

Sheet No. Sheet Title

R ev is io n

R ev is io n

R ev is io n

R ev is io n

R ev is io n

R ev is io n

04-SS-000 COVER SHEET & GENERAL NOTES

04-SS-101 FRAMING PLAN & DETAILS

1.

2.

3.

4.

5.

6.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION.

ALL SHOWN DIMENSIONS AND FRAMING SIZES SHALL BE FIELD VERIFIED.

(N) INDICATES "NEW". (E) INDICATES "EXISTING".

ALL EXISTING FRAMING AFFECTED BY THE REMODEL SHALL BE FIELD VERIFIED.

ALTERNATE MATERIALS MAY BE SUBMITTED FOR APPROVAL.

FOLLOW DETAILS 4 & 5 FOR NOTCHING BEAMS WHERE REQUIRED.

FRAMING PLAN NOTES:

(E) STRUCTURE

TO REMAIN

(E) STRUCTURE

TO REMAIN

(N) RAILING BELOW

BY OTHERS

(N) 3.5x11.25" LVL

(N ) 3

.5 x1

1.

" L

VL

(N) 3.5x11.25" LVL

(N) WIRE BRACING @

48" O.C., TYP.

REFER DETAIL 6&7/S100

(N) 4x4

POSTS, TYP.

04-SS-101

A

(N) 9"x6" x1/2" BENT PLATE

04-SS-101

(E) COMPOSITE

DECK TO REMAIN

(N) 12 GA. HANGER

WIRE MIN. 3 TURNS

(N) 5/16" (MIN.) DRILL-IN

EXPANSION ANCHOR. STEEL

STRAP 12 GA. X 1" WIDE MIN.

(N) 1/4" DIAMETER CLOSED EYE SCREW WITH

FULL THREAD EMBEDMENT (1-1/4" MIN.)

(N) 12 GA. HANGER

WIRE MIN. 3 TURNS

(N) POST

PER PLAN

(N) BEAM

PER PLAN

(N) SIMPSON HUC412

CONCEAL HANGER

(N) DTC CLIP @

POSTS ON ALL

FOUR SIDES

(E) COMPOSITE

DECK TO REMAIN

1/ 2"

G

AP

RAILING BY

OTHERS

(N) BRACING PER

DETAIL 6&7 ON S100

CEILING BY

OTHERS

(N) PL 1/8" x 2" TO

PROVIDE SUPPORT

FOR DTC CLIP

(N) HILTI X-U 22 0.157"

DIA. PAF SCREW

(E) COMPOSITE

DECK TO REMAIN

(N) POST

PER PLAN

(N) SIMPSON ABU POST

BASE W/ TITEN HD BOLT

2 1/2" EMBED

PE

R

SC

H

ED

PE

R

SC

H

ED

1/

2"

# OF

STUDS

STUD

SIZE

2x

2x

2x

FACE NAILING FOR BUNDLED

STUDS

10d @ 6" OC STAGGERED ALT FACE

20d @ 8" OC STAGGERED ALT FACE

20d @ 8" OC STAGGERED ALT FACE

NOTES:

1. AS ALTERNATE TO BUNDLED STUD NAILING FOR BUNDLES OF

3 OR MORE, STUDS MAY BE BUNDLED PER 2 STUDS WITH 10d

@ 6" OC STAGGERED FOR EACH ADDITIONAL STUD.

2. ALL BUNDLED STUDS SHALL BE CONSIDERED AS ONE STUD

IN ALL DETAILS THAT CALL FOR A "NUMBER OF STUDS".

1" TYP

BUNDLED STUD SCHEDULE

NAIL DRIVEN

FROM OTHER

SIDE OF BUNDLE

NAIL DRIVEN THIS

SIDE OF BUNDLE

2" T

YP

2"

T

YP

3" T

YP

1/ 8"

T

YP

3" T

YP

PROVIDE (3) ROWS OF 10d NAILS

@ 24" ON CENTER AS SHOWN.

OFFSET NAILS ON LEFT SIDE BY

12" FROM RAILS ON RIGHT SIDE

2-PLY

SAWN LUMBER

PROVIDE (3) ROWS OF 10d NAILS

@ 24" ON CENTER AS SHOWN.

OFFSET NAILS ON LEFT SIDE BY

12" FROM RAILS ON RIGHT SIDE

3-PLY

SAWN LUMBER

PROVIDE (3) ROWS 1/4" X 6" SIMPSON

SDS SCREWS @ 16" OC ON EACH SIDE

OF LVL. OFFSET SCREWS ON LEFT SIDE

BY 12" FROM SCREWS ON RIGHT SIDE

4-PLY LVL

3-PLY LVL

PROVIDE (2) ROWS 1/4" X 5" SIMPSON

SDS SCREWS @ 16" OC ON EACH SIDE

OF LVL. OFFSET SCREWS ON LEFT SIDE

BY 12" FROM SCREWS ON RIGHT SIDE

2-PLY LVL

PROVIDE (2) ROWS 1/4" X 3 1/2" SIMPSON

SDS SCREWS @ 24" OC ON EACH SIDE

OF LVL. OFFSET SCREWS ON LEFT SIDE

BY 12" FROM SCREWS ON RIGHT SIDE

D/3 MAX

D/

M

AX D/

M

AX

D

M

IN2"

M

AXD/

M

AXD/

OUTER 1/3 OF SPAN

NOTCHING NOT PERMITTED

MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN

MAX

D/4

MAX

D/2.5

D D

EXTERIOR

AND BEARING

WALLS

NON- BEARING

WALLS

5/8" MIN

40%

5/8" MIN

5/8" MIN 60% 5/8" MIN

ANY WALL

NON- BEARING WALLS

OR NOT MORE THAN 2

SUCCESSIVE STUDS

BORED AND DOUBLED

ELECTRICAL OR PLUMBING PROTECTION

USE APPROVED STUD SHOE

FOR LARGER OPENINGS.

INSTALL PER MANUFACTURER

INSTRUCTIONS

DRILL D/6⌀ HOLE

BEFORE CUTTING

NOTCH IN WOOD

APPROVED NAIL

STOPPER PLATE

WOOD STUD(S)

AS REQUIRED

NOTE:

THIS DETAIL SHALL APPLY

FOR ELECTRICAL CONDUITS,

PLUMBING AND FOR ANY

OTHER USES WHICH

REQUIRED NOTCHING.

D/6 MAX

(N) 1/2" dia TITEN-HD ANCHOR

EMBEDDED 4" INTO EXISTING

CONCRETE WALL@ 16" O.C.

STAGGERED

(N) 1/2" THICK BENT PLATE W/ 2"

VERTICAL SLOTTED HOLES AT

TITEN-HD ANCHORS

(N) (2) 1/2" x 4" LAG SCREWS

STAGGER @ 16" O.C.

(N) BEAM PER

PLAN

(E) WALL TO

REMAIN

12" = 1'-0"2 BUNDLED STUD SCHEDULE

12" = 1'-0"3 TYP BUILT-UP WOOD BEAM CONNECTIONS

1" = 1'-0"4 TYP NOTCH LIMITATIONS FOR SAWN LUMBER

1" = 1'-0"5 TYP WOOD FRAMING PENETRATION DETAILS

11 12 08 09 13

03040506

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key PlanCONSULTANTS:

DateRevisions

1 2 3 4 5 6 7 8 9 10 11 12

D

C

B

A

554-23-101CONSTRUCT NEW SCI

RESIDENTIAL

AURORA, COLORADO

N

13 14

1 2 3 4 5 6 7 8 9 10 11 12 13 14

E

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

ARCHITECT/ENGINEERS:Professional Seal

D

C

B

A

E

CONSTRUCTION DOCUMENTS

-0

7-

0:

:5

AM

C

:\U se rs \je ffp \A pp D at a\

Lo ca l\P ac ka ge s\

5A .W ha ts

Ap pD es kt op _c v1 g1 gv an yj gm

\T em pS ta te \7

2B

A1 F7

BA

1C

B3

5E 0C

B6 C

D E7

F\ Au ro ra

-S C

I-- -S tru ct ur al

_R

VT

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1.

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04-SS-101

FRAMING PLAN & DETAILS

JULY, 2025 MA JP

3/8" = 1'-0"1 FRAMING PLAN

1 1/2" = 1'-0"7 WIRE BRACING TO CONC. DECK CONNECTION

1 1/2" = 1'-0"6 WIRE BRACING TO BEAM CONNECTION

1 1/2" = 1'-0"9 POST CONNECTION WITH FRAMING ABOVE & BEAMS

1 1/2" = 1'-0"8 POST BASE CONNECTION

1 1/2" = 1'-0"10 BEAM TO WALL BRACING CONNECTION DETAIL

GENERAL ABBREVIATIONS:

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACT ACOUSTICAL CEILING TILE

A/E ARCHITECT / ENGINEER

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

AI ACQUISITION / INSTALLATION

BD BOARD

BL BUILDING LINE

BLDG BUILDING

B.O. BOTTOM OF

CFCI CONTRACTOR FURNISHED AND

CONTRACTOR INSTALLED

CF CUBIC FOOT

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CONTINUOUS INSULATION

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S REPRESENTATIVE

CR CHAIR RAIL

CONC CONCRETE

CONST CONSTRUCTION

CU IN CUBIC INCH

CU YD CUBIC YARD

DEMO DEMOLITION

DET DETAIL

DIA, Ø DIAMETER

DR DOOR

DWG(S) DRAWING(S)

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISHING SYSTEM

ELEC ELECTRIC(AL)

ELEV ELEVATION

EQ EQUAL

EXIST EXISTING

EXP EXPOSED

EXP. JT EXPANSION JOINT

EXT EXTERIOR

FRP FIBERGLASS REINFORCED PLASTIC

FRR FIRE RESISTANCE RATING

FIN FINISH

FIN FL FINISHED FLOOR

FIN FL ELEV FINISHED FLOOR ELEVATION

FRPT FIRE-RETARDANT PRESSURE TREATED

FL FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FT FLOOR TRANSITION

GFGI GOVERNMENT FURNISHED, GOVERNMENT

INSTALLED

GL GLASS

GSF GROSS SQUARE FEET

GYP GYPSUM

GRT GROUT

GWB GYPSUM WALL BOARD

HAC HOUSEKEEPING AIDS CLOSET

HM HOLLOW METAL

HORZ HORIZONTAL

HT HEIGHT

HR HAND RAIL

INC INCORPORATED

INFO INFORMATION

INT INTERIOR

LG LENGTH / LONG

LVT LUXURY VINYL TILE

M METER(S)

MAX MAXIMUM

MECH MECHANIC(AL)

MED MEDIUM

MTL METAL

MFR MANUFACTURE(R)

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MR MOISTURE RESISTANT

N/A NOT APPLICABLE

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NSF NET SQUARE FEET

NTS NOT TO SCALE

OC ON CENTER

OFF OFFICE

OPOI OWNER PROVIDED, OWNER INSTALLED

OPCI OWNER PROVIDED, CONTRACTOR INSTALLED

OPP OPPOSING HAND

P PAINT

PC PRIVACY CURTAIN

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PLF POUNDS PER LINEAL FOOT

PFN PRE-FINISHED

PH PHASE

PLAM PLASTIC LAMINATE

PLUM PLUMBING

PT PAINT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RAD RADIUS

RB RUBBER WALL BASE

RCP REFLECTED CEILING PLAN

RE REFER TO, REFERENCE

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SAFB SOUND ATTENUATING FIRE BLANKET

SCH SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

SSF SOLID SURFACE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUC STRUCTURE / STRUCTURAL

T TILE

TELECOM TELECOMMUNICATIONS

TEF TEXTURED EPOXY FLOORING

T.O. TOP OF

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

VA VETERANS ADMINISTRATION

VERT VERTICAL

VIF VERIFY IN FIELD

VOC VOLITILE ORGANIC COMPOUND

VC VA FURNISHED AND CONTRACTOR INSTALLED

V/V VA FURNISHED AND VA INSTALLED

W WEST / WIDTH / WIDE

WB WALL BASE

WD WOOD DOOR

W/ WITH

W/O WITHOUT

WM WALK OF MAT

WS WINDOW SHADE

WP WALL PROTECTION

WT WEIGHT

YD YARD

YR YEAR

DETAIL NUMBER

SHEET REFERENCE

TYPICAL CALLOUT BUBBLE

EXTERIOR ELEVATION TAG

____________________________________________________________________________________SECTION CUT

INTERIOR ELEVATION TAG

DETAIL NUMBER

SHEET REFERENCE

ROOM TAG

ASSIGNED ROOM DESIGNATOR

ASSIGNED ROOM NUMBER

ROOM SQUARE FOOTAGE

?ENLARGED PLAN / DETAIL CALLOUT

? ELEVATIONS / LEVELS

ELEVATION LOCATION

ELEVATION LOCATION

ELEVATION TAG

FINISH ELEVATION

ROUGH ELEVATION

CENTER LINE

NORTH ARROW

SCALE: ?

VIEW TITLE

DRAWING TITLE

DRAWING SCALE

?REVISION TAG

REVISION CLOUD

?STRUCTURAL GRID

?GRID DESIGNATOR

GRID LINE

KEY NOTE TAG

SYMBOLS LEGEND:

DOOR TAG

WINDOW TAG

XXX

XX

ABA CLEARANCE AREAS

NTN

NAME

ELEVATION

PARTITION TAG XX

?TOILET ACCESSORY TAG

GENERAL NOTES:

1. BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS

AND NOTIFY VETERANS AFFAIRS COR OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK.

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO ORDERING OR INSTALLING ANY MATERIALS OR

EQUIPMENT.

3. DAMAGED AREAS CAUSED DURING CONSTRUCTION MUST

BE REPAIRED OR REPLACED AT THE CONTRACTOR'S

EXPENSE. REPAIRS MUST MATCH EXISTING CONDITIONS AND

FINISHES.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL

AND DISPOSAL OF DEMOLITION AND/OR CONSTRUCTION

DEBRIS ASSOCIATED WITH THE WORK. DISPOSAL MUST BE IN

COMPLIANCE WITH FEDERAL, STATE, AND LOCAL

REGULATIONS. THE PROJECT SITE MUST BE KEPT CLEAN

AND FREE FROM WASTE MATERIALS.

5. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY

REMOVED MATERIALS.

6. COORDINATE AND INSTALL FIRE-TREATED WOOD

BLOCKING OR SHEET METAL BACKING FOR ANCHORAGE OF

WALL-MOUNTED ITEMS.

7. INSTALL CONTROL JOINTS IN GYPSUM BOARD SURFACES

AS SHOWN AS DESCRIBED IN THE SPECIFICATIONS. ISOLATE

GYPSUM BOARD SURFACES WITH CONTROL JOINTS FOR

RUNS THAT EXCEED 30 FEET IN LENGTH.

8. GYPSUM BOARD PARTITIONS MUST EXTEND A MINIMUM OF

6 INCHES ABOVE FINISHED CEILING PLANE UNLESS NOTED

OTHERWISE.

9. NO WORK SHALL BE COVERED OR CONCEALED UNTIL IT

HAS BEEN INSPECTED, TESTED, AND/OR APPROVED BY THE

AUTHORITIES HAVING JURISDICTION.

10. COORDINATE DUMPSTER LOCATION WITH COR.

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04-AI-001

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

JME LMERevision 1 Date 1

A

04-01-A2-03

PAT TLT

CORRIDOR

H1-C07

VIEWING

H1-102B

ENTRANCE / WAIT

H1-201

OFFICE

H1-102A

VEST

H1-102

CORRIDOR

H1-C04

VISITOR LOUNGE

H1-202

PUBLIC TLT

H1-203

D1

D1

D2 D2

D2

D2

D2

D3

D4

D6

D6

D7

D7

D8

D6

D9 D15

D11

D7

D6

D6

D6

D1

D1

D6

D6 D6

ELEVATOR VESTIBULE

D3

D7

D10

A

CORRIDOR

H1-C07

VIEWING

H1-102B

ENTRANCE / WAIT

H1-201

OFFICE

H1-102A

VEST

H1-102

CORRIDOR

H1-C04

VISITOR LOUNGE

H1-202

PUBLIC TLT

H1-203

D12

D13 D13 D13

D12

D12

D12D14

SHEET NOTES:

1. EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BOTH

ON PLAN AND IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION.

VERIFY WHETHER FIELD DIMENSIONS WILL TAKE PRECEDENCE OVER

DRAWING DIMENSIONS. DO NOT SCALE FROM DRAWINGS.

2. PROTECT EXISTING NON-PROJECT SPACES FROM CONSTRUCTION

ACTIVITIES,

3. ALL DIMENSIONS ARE TO FINISH FACE - TYPICAL UNLESS NOTED

OTHERWISE.

4. ALL WORK WILL BE COMPLETED IN COMPLIANCE WITH APPLICABLE

CODES AND TO THE SATISFACTION OF THE COR.

5. COORDINATE THE REMOVAL AND/OR RELOCATION OF FIXTURES,

EQUIPMENT AND OTHER APPURTENANCES WITH THE COR.

6. PATCH, REPAIR, REPLACE AND REPAINT ALL AREAS OF EXISTING

CONSTRUCTION AFFECTED BY DEMOLITION TO NEW CONDITION. MATCH

EXISTING ADJACENT CONSTRUCTION AND MATERIAL TO GREATEST EXTENT

POSSIBLE, INCLUDING, BUT NOT LIMITED TO FLOORS, WALLS AND CEILINGS.

7. ALL PARTITIONS SHALL EXTEND 6" ABOVE CEILING UNLESS NOTED

OTHERWISE.

8. REMOVE EXISTING PLUMBING FIXTURES COMPLETELY, TYP. - SEE

PLUMBING DRAWINGS.

9. FINAL COUNTERTOP LENGTH TO BE DETERMINED ONCE SANITARY

SEWER CORE DRILLING LOCATIONS HAVE BEEN CONFIRMED, AND

SANITARY SEWER STUB UPS ARE INSTALLED. DO NOT MANUFACTURE

CABINETRY UNTIL SANITARY SEWER WORK AND STUB UPS ARE COMPLETE.

CABINETRY TO CONCEAL SANITARY WASTE LINES.

KEY NOTES:

D1. REMOVE EXISTING DOOR, FRAMES AND HARDWARE (LOCK

BUTTON), DOOR OPERATOR " BATHROOM IN USE" INDICATOR,

AND HANDICAP BUTTON.

D2. REMOVE EXISTING PARTITION WALL.

D3. REMOVE EXISTING HANDRAIL AND CRASHRAIL.

D4. VA WILL REMOVE TELEVISION.

D5. NOT USED.

D6. REMOVE EXISTING FURNITURE IN OFFICE AREAS, STORAGE

AND COORDINATE WITH COR FOR RELOCATION.

D7. REMOVE EXISTING FINISH MATERIALS INCLUDING: SHEET

FLOORING, WALL BASE, AND WAINSCOT. PREP FOR NEW

WORK, TYP.

D8. REMOVE EXISTING FINISH MATERIALS INCLUDING: CARPET

TILE, WALL BASE, AND WAINSCOT. PREP FOR NEW WORK, TYP.

D9. REMOVE EXISTING TOILET ACCESSORIES AND PLUMBING

FIXTURES COMPLETELY, CAP UTILITIES TYP. - SEE PLUMBING

DRAWINGS.

D10. REMOVE EXISTING FLOOR AND WALL TILE. PREP FOR

NEW WORK, TYP.

D11. REMOVE EXISTING COUNTERTOP IN THE WAITING AREA.

D12. REMOVE EXISTING HARD GYPSUM CEILING.

D13. REMOVE EXISTING ACOUSTICAL CEILING TILES AND

GRIDS.

D14. LEAVE IN PLACE DUCT AND RA GRILL IN ROOM H1-203 -

COORDINATE/SEE MECHANICAL DRAWINGS.

D15. REMOVE DOOR OPERATOR, BATHROM IN USE INDICATOR

LIGHT FIXTURE, TWO HANDICAP ACCESS BUTTONS, AND DOOR

LOCKING BUTTON

DX

LEGEND:

NO WORK / CHANGES IN THESE AREAS (NIC)

EXISTING ACOUSTICAL CEILING TILES TO REMAIN

EXISTING ACOUSTICAL CEILING TILES TO BE REMOVED

EXISTING GWB HARD CEILING TO BE REMOVED

EXISTING SPRINKLERS HEADS

HATCHED WALLS, DOORS AND FURNITURE TO BE

REMOVED FOR PROJECT

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Drawing Title

Approved: Project Director

Key PlanCONSULTANTS:

DateRevisions

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04-AD-101

1ST FLOOR PARTIAL ARCHITECTURAL

DEMOLITION PLAN AND RCP

JME LMF

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

1ST FLOOR PARTIAL ARCHITECTURAL DEMOLITION

PLAN1 SCALE: 3/8" = 1'-0"

1ST FLOOR PARTIAL ARCHITECTURAL REFLECTED

CEILING PLAN DEMOLITION2

2' 4'0 1'

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

NORTH

B

B

D

D

E

E

F

F

G

G

H

H

J

J

R1

R1

R2

R2

RJ

RJ

RH

RH

RG

RG

RF

RF

RE

RE

RC

RC

RB

RB

RA

RA

K

K

RD

RD

Cabinet Bedside

Door Drawer8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

5'-0"

TD

TD

RFI 5015

WALL TYPE CHANGE TP B6A

FOR 4" ROUND DRYER VENT

VA RFI 5111

04-AI-401

AREA OF WORK

NOT IN CONTRACT

(NIC)

A

H1-C07

CORRIDOR

-H1-A105

KITCHEN

-H1-A104

LIVING/DINING

-H1-A103

STORAGE

ELEVATOR VESTIBULE

1 HR FRR FIRE BARRIER

2 HR FRR FIRE BARRIER

2 HR FRR SMOKE BARRIER AND

SMOKE BARRIER

LEGEND

(EXISTING FIRE RATED WALLS TO REMAIN)

SHEET NOTES:

1. ALL CORRIDOR WALLS TO BOTTOM OF STRUCTURE

ABOVE.

2. USE 5/8" TYPE "X" GYPSUM BOARD FOR ALL

PARTITIONS UNLESS NOTED OTHERWISE.

3. PROVIDE 20 GA. STRAPPING / BACKING FOR ALL

WALL MOUNTED CABINETS, GRAB BARS, HARDWARE,

FIXTURES ETC.

4. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD

BEHIND CERAMIC OR PORCELAIN TILE WALL

SURFACING.

5. PROVIDE FIRE RATED SEALANT AT ALL

ELECTRICAL OUTLETS, PLUMBING FIXTURES OR

OTHER EQUIPMENT ABUTTING OR PENETRATING A

PARTITION.

6. REFER TO MECHANICAL DRAWINGS FOR ALL HVAC

DESIGN COMPONENTS.

7. REFER TO PLUMBING DRAWINGS FOR ALL

DEMOLISHED AND NEW PLUMBING FIXTURES.

8. REFER TO ELECTRICAL DRAWINGS FOR POWER

AND LIGHTING REQUIREMENTS.

9. SEE REFLECTED CEILING PLAN FOR SPRINKLER

HEAD LOCATIONS.

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Location

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Approved: Project Director

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DateRevisions

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554-23-101CONSTRUCT NEW SCI

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AURORA, COLORADO

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04-AI-101

OVERALL FLOOR PLAN

JME LME

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

1ST FLOOR ARCHITECTURAL OVERALL1

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

PARTIAL 1ST FLOOR - FIRE AND SMOKE RATED

PARTITIONS2

8'0 4' 16'

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

4' 8'0 2'

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

H1-C07

CORRIDOR

-H1-A105

KITCHEN

04-AI-501

GURNEY

-H1-A104

LIVING/DINING

-H1-A103

STORAGE

6'-2 1/2"

85 SF

180 SF

178 SF

163 SF

48 SF

04-AI-501

A

A

-H1-A102

BEDROOM

CAREGIVER

RECLINER

-H1-A101

BATHROOM

A

A

A101

A

04-AI-501

04-AI-451

C

4 1/2"

1'-6"

2'-0"2'-0" 1'-0"

2'-8" 4'-0"

/2

-H1-A107

CLOSET

-H1-A108

LINEN CLOSET

B

A

A105A

11'-4"

2'-4"

/4

3'-8"

A103

AC

AA

6/AE501

19 CORRIDOR

H1-C04

ELEVATOR VESTIBULE

04-AI-601

4'-0"

14'-0"

A

04-AI-501

04-AI-501

-H1-A105

KITCHEN

-H1-A104

LIVING/DINING

-H1-A103

STORAGE

CORRIDOR

9'-0"

9'-0"

9'-4"

9'-0"

9'-0"

04-AI-501

04-AI-501

-H1-A101

BATHROOM

-H1-A102

BEDROOM

3'-0" 3

12'-0"

04-AI-501

04-AI-501

3'-0"

5'-0" 1'-0"

6"

04-AI-601

TYP.

ELEVATOR VESTIBULE

SHEET NOTES:

1. EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BOTH ON PLAN AND IN THE FIELD PRIOR TO

COMMENCEMENT OF CONSTRUCTION. VERIFY WHETHER FIELD

DIMENSIONS WILL TAKE PRECEDENCE OVER DRAWING

DIMENSIONS. DO NOT SCALE FROM DRAWINGS.

2. PROTECT EXISTING NON-PROJECT SPACES FROM

CONSTRUCTION ACTIVITIES,

3. ALL DIMENSIONS ARE TO FINISH FACE - TYPICAL UNLESS

NOTED OTHERWISE.

4. ALL WORK WILL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

5. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES WITH THE

COR.

6. PATCH, REPAIR, REPLACE AND REPAINT ALL AREAS OF

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO NEW

CONDITION. MATCH EXISTING ADJACENT CONSTRUCTION AND

MATERIAL TO GREATEST EXTENT POSSIBLE, INCLUDING, BUT

NOT LIMITED TO FLOORS, WALLS AND CEILINGS.

7. ALL PARTITIONS SHALL EXTEND 6" ABOVE CEILING UNLESS

NOTED OTHERWISE.

8. REMOVE EXISTING PLUMBING FIXTURES COMPLETELY, TYP. -

SEE PLUMBING DRAWINGS.

9. FINAL COUNTERTOP LENGTH TO BE DETERMINED ONCE SANITARY

SEWER CORE DRILLING LOCATIONS HAVE BEEN CONFIRMED, AND

SANITARY SEWER STUB UPS ARE INSTALLED. DO NOT MANUFACTURE

CABINETRY UNTIL SANITARY SEWER WORK AND STUB UPS ARE COMPLETE.

CABINETRY TO CONCEAL SANITARY WASTE LINES.

11 12 08 09 13

03040506

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

Key Plan

CONSULTANTS:

DateRevisions

1 2 3 4 5 6 7 8 9 10 11 12

D

C

B

A

554-23-101CONSTRUCT NEW SCI

RESIDENTIAL

AURORA, COLORADO

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ARCHITECT/ENGINEERS:

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M A u to d e s k D o c s /A u ro ra V

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04-AI-401

1ST FLOOR PARTIAL PLAN AND

REFLECTED CEILING PLANS

JME LMF

3/8" = 1'-0"1

PARTIAL 1ST FLOOR

ARCHITECTURAL FLOOR PLAN

3/8" = 1'-0"2

PARTIAL 1ST FLOOR REFLECTED

CEILING PLAN

2' 4'0 1'

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

NORTH

KEY NOTES:

1. 2' X 2' CIRCADIAN WALL PANEL WITH WOOD TRIM CASING-STAINED.

CENTER OVER SINK. REFER TO 13/04-AI-601 AND 04-ES-301.

2. TABLE, OPOI.

3. TV BRACKET, WALL MOUNTED/WALL BACKING. PROVIDE 42"

TELEVISION.

4. 1"W X 1'D X 8'L COVE LIGHT IN THE LIVING AREA

5. WALL MOUNTED MONITOR ON LIVING WALL. PROVIDE 50" TELEVISION.

6. DISHWASHER

7. MICROWAVE ON THE COUNTER

8. HOOD ABOVE RANGE WITH OVEN

9. REFRIGERATOR / FREEZER 20 CUBIC FEET

10. OVERHEAD PATIENT LIFT SYSTEM. REFER TO STRUCTURAL

DRAWINGS AND SPECIFICATION 11 73 00 FOR PATIENT LIFT

REQUIREMENTS.

11. RELOCATE FIRE SPRINKLER HEADS AS REQUIRED TO PROVIDE

COVERAGE, COORDINATE WITH MECHANICAL.

12. GWB SOFFIT ABOVE KITCHEN CABINETS

13. CLOSET

14. 2' X 4' CIRCADIAN PANEL MULLED IN 8" DEEP COVE WRAPPED IN

GYPSUM BOARD CENTER OVER BED. REFER TO 13/AE501 AND EL101

15. STAINLESS STEEL KITCHEN SINK

16. SLEEPER SOFA, OPOI

17. LAMP TABLE WITH SHADE, TYP. OPOI.

18. EXISTING WALL TO REMAIN

19. BIFOLD CLOSET DOOR

20. RESIDENTIAL BED, OPOI

21. CEILING ACCESS PANELS, TYP.

22. GLOVE RACK, OPOI

23. SHARP DISPOSAL CONTAINER

24. ADD HANDRAIL AND CRASHRAIL TO MATCH EXISTING, OPCI

25. CLOSET POCKET DOOR

26. LINEN CLOSET

27. RECESSED SHELF FOR SHAMPOO/SOAP/CONDITIONER

28. GARBAGE DISPOSAL PROVIDED AT THE BACK CORNER OF THE SINK

TO IMPROVE FRONT APPROACH ACCESSIBILITY AT THE SINK.

29. STOVE TO HAVE FRONT CONTROL FOR ACCESSIBILITY AND TO

INCLUDE INTERNET CONNECTIVITY IN ORDER TO PROVIDE CONTROL

OPTIONS WITH TECHNOLOGY. IN ADDITION THE STOVE IS TO HAVE ANTI-

TIP BRACKETS SECURED TO FLOOR AND WALL.

30. WALL MOUNTED CONTROL SWITCH FOR EXHAUST HOOD ABOVE

RANGE WITH OVEN. REFER TO MECHANICAL SHEET MH101, KEY NOTE 4

31. INFILL OPENING AFTER REMOVING THE EXISTING DOOR.

32. LENGH OF BASE CABINET TO CONCEAL THE SANITARY LINE TO BE

DETERMINED IN THE FIELD. DO NOT PRE-MANUFACTURE, ALSO REFER TO

KEYNOTE 33 FOR ABA ENCROAHMENT AT THIS LOCATION.

33. PROVIDE 18" OF CLEAR FRONT APPROACH ON DOOR PULL SIDE

REQUIREMENT FOR ACCESIBILITY CLEARANCE.

34. WOOD POSTS TO ALIGN WITH LIFT RAILS, REFER TO STRUCTURAL,

TYP.

35. REINSTALL EXHAUST AIR (EA) GRILLE.

36. PROVIDE EVACUATION SIGN ON BACK OF DOOR.

X

NO WORK / CHANGES IN THESE AREAS (NIC)

EXISTING ACOUSTICAL CEILING TILES

GWB HARD CEILING

24" X 24" SUPPLY DIFFUSER

12" X 24" RETURN GRILL

DOWNLIGHT

EXISTING SPRINKLER HEADS TO BE

RELOCATED AS REQUIRED

EXISTING EXHAUST AIR GRILLE TO BE

REINSTALLED

LEGEND:

37. PROVIDE WALL MOUNTED SHARPS CONTAINER. COORDINATE WITH

COR FOR EXACT LOCATION.

R1

04-01-RGR1-08

STAFF

H1-C07

CORRIDOR

-H1-A105

KITCHEN

-H1-A104

LIVING/DINING

-H1-A103

STORAGE

04-AI-501

B

A

ELEVATOR

VESTIBULE

B

-H1-A101

BATHROOM

-H1-A102

BEDROOM

NEW FLOORINGEXISTING FLOORING

N E

W F

L O

O R

IN

G

E X

IS

T

IN

G

F L O

O R

IN

G

NEW FLOORING

EXISTING FLOORING

VINYL WELDED SHEET FLOORING

NIC AREA

LUXURY VINYL TILE

CARPET TILE

SEALED CONCRETE

LEGEND:

N E

W F

L O

O R

IN

G

SHEET NOTES:

1. EXAMINE AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS BOTH ON PLAN AND IN THE FIELD PRIOR TO

COMMENCEMENT OF CONSTRUCTION. VERIFY WHETHER FIELD

DIMENSIONS WILL TAKE PRECEDENCE OVER DRAWING

DIMENSIONS. DO NOT SCALE FROM DRAWINGS.

2. PROTECT EXISTING NON-PROJECT SPACES FROM

CONSTRUCTION ACTIVITIES,

3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL

INTERIOR LAVATORY AND TOILET LOCATIONS.

4. ALL WALLS RECEIVING PORCELAIN TILE MUST CONFORM TO

THE TILE COUNCIL OF AMERICA'S (TCA) HANDBOOK.

5. ALL DIMENSIONS ARE TO FINISH FACE - TYPICAL UNLESS

NOTED OTHERWISE.

6. ALL WORK WILL BE COMPLETED IN COMPLIANCE WITH

APPLICABLE CODES AND TO THE SATISFACTION OF THE COR.

7. COORDINATE THE REMOVAL AND/OR RELOCATION OF

FIXTURES, EQUIPMENT AND OTHER APPURTENANCES WITH THE

COR.

8. PATCH, REPAIR, REPLACE AND REPAINT ALL AREAS OF

EXISTING CONSTRUCTION AFFECTED BY DEMOLITION TO NEW

CONDITION. MATCH EXISTING ADJACENT CONSTRUCTION AND

MATERIAL TO GREATEST EXTENT POSSIBLE, INCLUDING, BUT

NOT LIMITED TO FLOORS, WALLS AND CEILINGS.

9. REFER TO AE601 FOR INTERIOR FINISH COMPONENTS.

10. ALL PARTITIONS SHALL EXTEND 6" ABOVE CEILING UNLESS

NOTED OTHERWISE.

11. MANUFACTURERS AND MODEL NUMBERS ARE BASIS OF

DESIGN. SUBMIT ALTERNATIVES FOR APPROVAL.

1. LUXURY VINYL TILE (LVT)

2. PORCELAIN TILE (PT)

3. CARPET TILE (CT)

4. FLOOR TRANSITION (FT)

A. BETWEEN LUXURY VINYL TILE AND

PORCELAIN TILE

B. BETWEEN LUXURY VINYL TILE AND

CARPET

5. EXISTING FLOOR TO REMAIN

6. SEALED CONCRETE (SC)

7. TV BRACKET, WALL MOUNTED/WALL BACKING

8. VIDEO WALL MONITOR

9. CORNER GUARD SEE DETAIL 9/AE501

10. WELDED VINYL SHEET FLOORING TO MATCH

EXISTING.

KEY NOTES: X

04-AI-501

-H1-A101

BATHROOM

3'-11" 5'-0"

4 4

6 6

TOILET ACCESSORIES SCHEDULE

TYPE MARK PRODUCT DESCRIPTION MANUFACTURER MODEL BACKING PROVIDED/

INSTALLED

GEORGIA

PACIFIC

ANTIBACTERIAL SHOWER

CURTAIN

BRADLEY 9537 NO

ENMOTION® IMPULSE® 10� 1-

ROLL AUTOMATED

TOUCHLESS PAPER TOWEL

DISPENSER

SIZE: 14.6" X 9.25" X 14"

(BLACK)

59488A YES OPCI

ELVARI - COAT/ROBE HOOK BRADLEY YES2B1-1100

CHANNEL FRAMED MIRROR BRADLEY 781-2436 NO CFCI

8334-E1PURELLSOAP DISPENSER (GRAPHITE) NO