Attachment 3 Drawings.pdf

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ZUNI-RAMAH EMERGENCY POWER SUPPLY DESIGN

12 B AVE, ZUNI, NEW MEXICO

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GENERAL DRAWINGS

G0.0 COVER SHEET

G0.1 GENERAL NOTES AND CODE REVIEW

G4.1 ACCESSIBILITY DETAILS

SURVEY DRAWINGS

V-100 TOPOGRAPHIC SURVEY

CIVIL DRAWINGS

C1 COVER/INDEX SHEET

C2 NOTES/LEGEND

ARCHITECTURAL DRAWINGS

A0.1 OVERALL FLOOR PLAN

A1.0 DEMOLITION PLAN

A1.1 FLOOR PLAN - AREA A

A1.2 DIMENSIONED FLOOR PLAN - AREA A

A10.1 ARCHITECTURAL DETAILS

STRUCTURAL DRAWINGS

S1 FOOTING & FOUNDATION PLAN NOTES

MECHANICAL DRAWINGS

M0.1 MECHANICAL NOTES & LEGENDS

M1.1 MECHANICAL PLAN

M5.1 MECHANICAL DETAILS

ELECTRICAL DRAWINGS

E0.0 ELECTRICAL GENERAL SHEET

E1.1 ELECTRICAL PLAN

E1.2 REMODEL AREA POWER PLAN

E4.1 ONE-LINE DRAGRAM

E5.1 ELECTRICAL DETAILS

DRAWING INDEX CODE SUMMARY PROJECT INFORMATIONVICINITY MAPS

CITY MAP STREET MAP

APPLICABLE CODES:

2018 INTERNATIONAL EXISTING BUILDING CODE (I.E.B.C.)

2018 INTERNATIONAL BUILDING CODE. (I.B.C.)

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2020 NATIONAL ELECTRIC CODE

2012 NFPA 101 LIFE SAFETY CODE

2012 NFPA 99 HEALTHCARE FACILITIES

2012 NFPA 110 STANDARD FOR EMERGENCY AND STANDBY

POWER SYSTEMS

THESE DRAWINGS ARE PART OF A SET OF CONSTRUCTION DOCUMENTS. THE

CONSTRUCTION DOCUMENTS CONSIST OF ONE OR MORE OF THE FOLLOWING

ELEMENTS:

CONSTRUCTION DRAWINGS

SPECIFICATIONS

STRUCTURAL CALCULATIONS

CONTRACT FORMS AND CONDITIONS

ADDENDA

MODIFICATIONS AND REVISIONS

CONTRACTORS, SUBCONTRACTORS, AND OTHERS WHO PROVIDE LABOR AND/OR

MATERIALS REFERENCING THESE DRAWINGS ARE RESPONSIBLE FOR OBTAINING AND

REVIEWING ALL CURRENT CONSTRUCTION DOCUMENTS.

CONTRACTORS, SUBCONTRACTORS, AND OTHERS ARE TO REPORT ANY DISCREPANCIES

OR ERRORS TO JZW ARCHITECTS IMMEDIATELY. ANY CHANGES TO THE PROJECT WILL

BE VERIFIED WITH THE OWNER BY THE ARCHITECT AND REVISIONS WILL BE ISSUED BY

ARCHITECT. CONTRACTORS ARE NOT TO MAKE ALTERATIONS OF ANY KIND WITHOUT

THE PRIOR WRITTEN CONSENT OF ARCHITECT. DISCREPANCIES NOT REPORTED

IMMEDIATELY ARE RESPONSIBILITY OF CONTRACTOR.

CONTRACTORS SHALL NOT SCALE FROM DRAWINGS. DIMENSIONS ARE PROVIDED TO

ALLOW FOR ACCURATE CONSTRUCTION OF BUILDING. QUESTIONS ARISING FROM

DIMENSIONS SHOULD BE RESOLVED BY CONTACTING ARCHITECT.

OWNER REPRESENTATIVE

INDIAN HEALTH SERVICE

THOMAS DODGE

THOMAS.DODGE@IHS.GOV

5600 FISHERS LANE

ROCKVILLE, MD 20857

(575) 759-3291

ARCHITECT

JZW ARCHITECTS

MATT NEWBOLD

MATTN@JZW-A.COM

45 E. CENTER ST. STE 202

NORTH SALT LAKE, UT 84054

(801) 936-1343

CIVIL ENGINEER

REEVE & ASSOCIATES, INC.

JEREMY DRAPER

JEREMY@REEVE.CO

5160 S 1500 W

RIVERDALE, UT 84405

(801) 621-3100

MECHANICAL

ROYAL ENGINEERING

CHRIS FALSLEV

CHRIS.FALSLEV@ROYALENG.COM

1837 S. EAST BAY BLVD.

PROVO, UT 84606

(801) 375-2228

ELECTRICAL

ROCKY MOUNTAIN CONSULTING ENGINEERS, INC.

DAVID STEWARD

DAVID@RMCEUT.COM

2332 WEST 12600 SOUTH, SUITE F

RIVERTON, UT 84065

(801) 566-0503

SURVEYOR

WILSON & COMPANY

BEN ARAGON

BENJAMIN.ARAGON@WILSONCO.COM

4401 MASTHEAD STREET, N.E., SUITE 150

ALBUQUERUE, NEW MEXICO 87109

(505-348-4000

PROJECT LOCATION:

ADDRESS: 12 B AVE

CITY: ZUNI, NEW MEXICO

CONSTRUCTION TYPE: UNCHANGED

SPRINKLER SYSTEM: EXISTING SPRINKLED

EGRESS: UNCHANGED

BUILDING SF: UNCHANGED

FIRE RESISTANCE RATING OF EXTERIOR WALLS: UNCHANGED

OCCUPANCY TYPE: EXISTING I-2

OCCUPANT LOAD: UNCHANGED

PROJECT DIRECTORY

RISK CATEGORIES:

EXISTING RISK CATEGORIES PER NFPA 99 4.1:

CATEGORY 1: INPATIENT, LABOR & DELIVERY

CATEGORY 2: OUTPATIENT PROCEDURE ROOMS

CATEGORY 3: DENTAL

CATEGORY 4: EXAM ROOMS, ALL OTHER BUSINESS CLASSIFICATION

7/28/2023

(NOT ALL ABBREVIATIONS MAY BE APPLICABLE)

ADA AMERICAN DISABILITIES ACT

ARCH ARCHITECTURAL

AFF ABOVE FINISH FLOOR

ALUM. ALUMINUM

APX APPROXIMATELY

APPROX APPROXIMATELY

A/V AUDIO / VISUAL

BLDG BUILDING

BLKG BLOCKING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CW COLD WATER

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DF DRINKING FOUNTAIN

DN DOWN

DS DOWNSPOUT

DW DISHWASHER

ELECT ELECTRICAL

ELEV ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING

EXIST EXISTING

FE FIRE EXTINGUISHER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FG FINISH GRADE

FLR FLOOR

FND FOUNDATION

FTG FOOTING

F.V. FIELD VERIFY

GA GAGE

GALV GALVANIZED / GALVANIC

GC GENERAL CONTRACTOR

GYP GYPSUM

GWB GYPSUM WALL BOARD

HC HANDICAP

HDR HEADER

HORIZ HORIZONTAL

HM HOLLOW METAL

HW HOT WATER

IHS INDIAN HEALTH SERVICE

IJ ISOLATION JOINT

JAN JANITOR

LAV LAVATORY

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MISC MISCELLANEOUS

MIN MINIMUM

MTL METAL

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED & CONTRACTOR INSTALLED

OFOI OWNER FURNISHED & OWNER INSTALLED

OH OVERHANG

OL OCCUPANT LOAD

OPNG OPENING

PERF PERFORATED

RCP REFLECTED CEILING PLAN

REV REVISION(S) / REVISED

RFI REQUEST FOR INFORMATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RQU'D REQUIRED

RR RESTROOM

SIM SIMILAR

SPEC SPECIFICATION

SPECS SPECIFICATIONS

S.F. SQUARE FOOT (FEET)

SQ.FT. SQUARE FOOT (FEET)

SS SANITARY SEWER

T&G TONGUE & GROOVE

TEL TELEPHONE

TI TENANT IMPROVEMENT

TOM TOP OF MASONRY

TOR TOP OF ROOF

TOS TOP OF SLAB

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

WC WATER CLOSET

W/D WASHER & DRYER

WH WATER HEATER

ABBREVIATIONS

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GENERAL NOTES AND CODE

REVIEW

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GENERAL NOTES

01.0.1 ALL EXTERIOR DIMENSIONS ARE TO FACE OF WALL SHEATHING. ALL INTERIOR DIMENSIONS ARE TO FACE

OF STUD.

01.0.2 ALL DIAGONAL WALLS ARE AT A 45 DEG. ANGLE UNLESS NOTED OTHERWISE. SEE FLOOR PLANS.

CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

01.0.4 CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. ARCHITECT TO BE MADE

AWARE OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS.

01.0.5 CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. ENFORCE REQUIREMENTS

STRICTLY. DISPOSE OF MATERIAL LAWFULLY.

01.0.6 REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING SPACE.

01.0.7 PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT

DAMAGE RO DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.

01.0.8 ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NOTED ADDITION OF THE INTERNATIONAL

BUILDING CODE (IBC) AND LOCAL ORDINANCES.

01.0.12 OWNER TO SELECT ALL FINISH MATERIALS, COLORS, HARDWARE, FIXTURES, APPLIANCES, ETC..

CONTRACTOR TO INSTALL AS PER OWNER.

01.0.14 RAILING TO BE AS PER I.B.C. VERTICAL BALUSTERS TO BE AT 4" O.C., AND SHALL NOT ALLOW 4" SPHERE TO PASS THROUGH, AS PER I.B.C. ALL HANDRAILS TO BE 34"-38" ABOVE NOSING OF TREADS.

01.1.1 CONTRACTOR TO PROVIDE SUBMITTAL FOR CONSIDERATION ON ANY SUBSTITUTION REQUEST.

SUBMITTAL TO PROVIDE ADEQUATE INFORMATION TO DETERMINE COMPLIANCE WITH DESIGN INTENT.

01.1.2 SUBSTITUTIONS FOR CONVENIENCE SUBMITTED 60 DAYS OR MORE AFTER THE COMMENCEMENT OF

WORK MAY NOT BE CONSIDERED BY ARCHITECT FOR APPROVAL.

01.1.3 MINOR CHANGES IN WORK WILL BE DIRECTED VIA 'ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS' (ASI)

01.1.4 AN EXECUTED CHANGE ORDER IS REQUIRED BEFORE PROCEEDING WITH WORK OUTSIDE OF THE SCOPE

OF THE CONTRACT DOCUMENTS.

01.0 GENERAL

01.1 SUBSTITUTIONS

01.2.1 CONTRACTOR IS RESPONSIBLE TO COORDINATE CONSTRUCTION OPERATIONS FOR EACH PART OF THE WORK. WORK IS TO BE SCHEDULED IN SEQUENCE TO OBTAIN THE BEST RESULTS OF INSTALLATION.

01.2.2 CONTRACTOR TO CONDUCT PREINSTALLATION CONFERENCE AT PROJECT SITE BEFORE EACH

CONSTRUCTION ACTIVITY THAT REQUIRES COORDINATION WITH OTHER CONSTRUCTION.

01.2.3 CONTRACTOR TO CONDUCT PROGRESS MEETINGS AS DIRECTED BY OWNER. CONTRACTOR TO PREPARE

AGENDA AND MEETING MINUTES AND DISTRIBUTE TO OWNER AND ARCHITECT.

01.2.4 CONTRACTOR TO CONDUCT PROJECT COORDINATION MEETINGS AT WEEKLY INTERVALS IN ADDITION TO

SPECIFIC MEETINGS HELD FOR OTHER PURPOSES.

01.2.5 CONTRACTOR TO PROVIDE PRELIMINARY CONSTRUCTION SCHEDULE, REVISED CONSTRUCTION

SCHEDULE, AND THREE-WEEK CONSTRUCTION SCHEDULE TO OWNER AT OWNER'S DISCURSION.

01.2.6 CONTRACTOR TO PROVIDE WEEKLY PROGRESS PHOTOGRAPHS AS DIRECTED BY OWNER.

01.2.7 ALL TEMPORARY FACILITIES AND SERVICES ARE TO BE INCLUDED IN THE CONTRACT COSTS.

01.2 CONSTRUCTION PROGRESS

01.3.1 PROJECT SHOP DRAWINGS FOR REVIEW BY ARCHITECT ARE TO BE SUBMITTED DIGITALLY WITH A COVER SHEET THAT ALLOWS SPACE FOR ARCHITECT RESPONSE (APPROX. 4X5 INCHES). ALL DEVIATIONS FROM

CONTRACT DOCUMENTS ARE TO BE HIGHLIGHTED, CIRCLED, OR OTHERWISE IDENTIFIED.

01.3.2 PRODUCT SUBMITTALS FOR REVIEW BY ARCHITECT ARE TO BE SUBMITTED WITH A COVER SHEET THAT ALLOWS SPACE FOR ARCHITECT RESPONSE (APPROX. 4X5 INCHES). ALL DEVIATIONS FROM CONTRACT

DOCUMENTS ARE TO BE HIGHLIGHTED, CIRCLED, OR OTHERWISE IDENTIFIED.

01.3.3 CONTRACTOR TO ALLOW FOR 15 WORKING DAYS FOR SUBMITTAL AND SHOP DRAWING REVIEW BY ARCHITECT. WHERE CONCURRENT REVIEW BY ENGINEERS IS REQUIRED 21 WORKING DAYS FOR INITIAL

REVIEW IS TO BE ALLOWED.

01.3 SUBMITTALS

01.4.1 CONTRACTOR TO PROVIDE PROJECT WARRANTIES TO OWNER IN ORGANIZED BINDER UPON COMPLETION

OF THE PROJECT.

01.4.2 CONTRACTOR TO SUBMIT 1 HARD COPY AND 1 DIGITAL COPY OF MARKED UP RECORD PRINTS UPON

PROJECT COMPLETION.

01.4.3 CONTRACTOR TO OBTAIN AND SUBMIT RELEASES FROM AUTHORITIES HAVING JURISDICTION INCLUDING

OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES.

01.4 CLOSEOUT PROCEDURES

01 - GENERAL REQUIREMENTS

03.0.1 CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS

PRIOR TO POURING CONCRETE. PROVIDE SLEEVES, BLOCK-OUTS, ETC. AS REQUIRED.

03.0.3 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO POURING CONCRETE.

03.0.4 ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE STANDARD SPECIFICATIONS ASTM A615 GRADE 60, AND MUST BE PROPERTY TIED INTO PLACE PRIOR TO POURING CONCRETE, (FIELD

BENT DOWELS MAY BE GRADE 40).

03.0.5 ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP 40 BAR DIAMETERS MIN. ALL SPLICES SHALL BE MADE IN A COMPRESSION ZONE UNLESS OTHERWISE NOTED. ALL CON. REINFORCING

SHALL TERMINATE WITH A 90 DEG. BEND OR SEPARATE CORNER BARS.

03.0.6 ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI DETAILING MANUAL

AND CURRENT ACI STANDARDS.

03.0.7 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FLAT SLABS AND CONCRETE RETAINING WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. SEE

STRUCTURAL CALCULATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS.

03.0.11 HOLD DOWNS SHALL BE POSITIONED AS INDICATED BY STRUCTURAL ENGINEER.

03.0 GENERAL

03 - CONCRETE

03.2.1 PROVIDE 4" GRANULAR FILL MIN. UNDER ALL SLABS.

03.2.2 TO MINIMIZE CRACKING OF SLABS, PROVIDE #4 BARS @ 18" OC EACH WAY 1" CLEAR FROM TOP, TYPICAL

ALL SLABS ON GRADE.

03.2 FLATWORK

02.0.1 UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF THE CONTRACTOR.

02.0.2 STORAGE OR SALE OF REMOVED ITEMS ON SITE IS NOT PERMITTED.

02.0.3 MAINTAIN EXISTING UTILITIES IN SERVICE AND PROTECT THEM FROM DAMAGE DURING SELECTIVE

DEMOLITION OPERATIONS.

02.0.4 COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION. COMPLY

WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

02.0.5 ENGAGE A PROFESSIONAL ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR

UNPLANNED COLLAPSE OF ANY PORTION OF STRUCTURE DURING SELECTIVE DEMOLITION.

02.0.6 PROTECT ITEMS TO REMAIN FROM DAMAGE DURING SELECTIVE DEMOLITION.

02.0.7 DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK THAT ARE LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. REPAIR EXISTING CONSTRUCTION DAMAGED BY DEMOLITION. REPAIR AND REPAINT EXISTING CONSTRUCTION INTENDED TO STAY. IF PART OF WALL IS PART OF WORK REPAINT WHOLE WALL. COLOR TO MATCH EXISTING U.N.O.

02.0 SELECTIVE DEMOLITION

02 - EXISTING CONDITIONS

03.3.1 CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED. BRACE WALLS AS REQUIRED UNTIL FLOOR

DIAPHRAGMS ARE IN PLACE.

03.3.3 FOOTINGS, FOUNDATION, AND SLABS SHALL BE CONSTRUCTED ON PROPERLY PREPARED MATERIAL.

SUB-BASE TO BE UNDISTURBED, NATURAL SOIL OR ENGINEERED FILL PER THE SOIL ENGINEER'S RECOMMENDATIONS. ENGINEERED FILL SHALL BE TESTED AND APPROVED BY A LICENSED SOILS

ENGINEER.

03.3.6 CONTRACTOR IS RESPONSIBLE FOR PROPER LOCATING AND PLACING OF ALL ANCHOR BOLTS, HOLD

DOWNS, ANCHORS, STRAPS, ETC. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.

03.3.7 USE FORM-FACING PANELS THAT WILL PROVIDE CONTINUOUS, TRUE, AND SMOOTH CONCRETE

SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS.

03.3.8 PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING

WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST-IN-PLACE CONCRETE.

03.3 CAST-IN-PLACE

05.0.1 PROVIDE SHOP DRAWINGS (TO BE REVIEWED BY ARCHITECT) FOR ALL STRUCTURAL STEEL.

05.0.2 STORE MATERIALS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER SUPPORTS. PROTECT STEEL

MEMBERS AND PACKAGED MATERIALS FROM EROSION AND DETERIORATION.

05.0.3 OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD

TESTS AND INSPECTIONS ON COLD-FORMED FRAMING.

05.0.4 COMPLY WITH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL METAL PRODUCTS" FOR

RECOMMENDATIONS FOR APPLYING AND DESIGNATING METAL FINISHES.

05.0.5 PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING METALS AND OTHER

MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE MATERIALS.

05.0 GENERAL

05 - METALS

05.4.1 PROVIDE SHOP DRAWINGS FOR ALL METAL FABRICATIONS TO BE APPROVED BY ARCHITECT AND

STRUCTURAL ENGINEER.

05.4.2 VERIFY ACTUAL LOCATIONS OF WALLS AND OTHER CONSTRUCTION CONTIGUOUS WITH METAL FABRICATIONS BY FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP

DRAWINGS.

05.4.3 PREASSEMBLE METAL FABRICATIONS IN SHOP TO GREATEST EXTENT POSSIBLE.

05.4.4 FABRICATE LOOSE STEEL LINTELS FROM STEEL ANGLES AND SHAPES OF SIZE INDICATED FOR OPENINGS, RECESS IN MASONRY WALLS AND PARTITIONS AT LOCATIONS INDICATED. WELD ADJOINING MEMBERS

TOGETHER TO FORM SINGLE UNIT WHERE INDICATED.

05.4.5 GALVANIZE EXTERIOR STEEL ANGLE AND MISCELLANEOUS STEEL TRIM.

05.4.6 FABRICATE METAL BOLLARDS FROM SCHEDULE 40 STEEL PIPE.

05.4 METAL FABRICATIONS

08 - OPENINGS

10 - SPECIALTIES

10.3.1 SUBMIT PRODUCT DATA INCLUDING CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, AND FINISHES FOR FIRE EXTINGUISHERS AND CABINETS.

10.3.2 FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS AND FIRE PROTECTION CABINETS IN ACCORDANCE

WITH CONTRACT DOCUMENTS AND IN COORDINATION WITH THE FIRE MARSHAL.

10.3.3 FIRE EXTINGUISHERS TO BE FABRICATED AND LABELED TO COMPLY WITH NFPA 10 "PORTABLE FIRE

EXTINGUISHERS"

10.3.4 FIRE EXTINGUISHER CABINETS TO COMPLY WITH REQUIREMENTS OF ASTM E 814 FOR FIRE-RESISTANCE

RATING OF WALLS WHERE INSTALLED.

10.3.5 EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND TAGGING. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR UNDERCHARGED UNITS.

10.3 FIRE EXTINGUISHERS

31.0.1 ALL FINISH GRADING TO SLOPE AWAY FROM PROPOSED STRUCTURES AT 5% MIN. FOR A MIN. OF 10'-0"

FROM STRUCTURE.

31.0.2 ALL SITE CONCRETE TO SLOPE AWAY FROM PROPOSED STRUCTURE AT 2% SLOPE MIN. FOR A MIN. OF

10'-0" FROM STRUCTURE.

31.0.3 OWNER TO ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO

PERFORM FIELD QUALITY-CONTROL TESTING FOR ALL BACKFILL.

31.0.4 CONTRACTOR TO PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. KEEP FREE

OF TRASH AND DEBRIS.

31.0.5 CONTRACTOR TO DISPOSE OF ALL WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRAS, AND

DEBRIS, OFF OWNER'S PROPERTY.

31.0 GENERAL

31 - EARTHWORK

31.1.1 DRAINAGE PATTERN OF FINISH GRADE SHALL NOT CHANGE DRAINAGE PATTERN ONTO ADJACENT LOTS.

31.1.2 CONTRACTOR TO PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA.

31.1 DRAINAGE

31.2.1 IF NOT PROVIDED BY ENGINEER CONTRACTOR IS TO SUBMIT AUTOMATIC UNDERGROUND IRRIGATION

SYSTEM DESIGN FOR APPROVAL AT LEAST 30 DAYS PRIOR TO INSTALLATION.

31.2 IRRIGATION

08.6.1 PROVIDE SHOP DRAWINGS FOR ACCESS DOORS AND FRAMES SHOWING FABRICATION AND INSTALLATION DETAILS FOR EACH TYPE OF SUBSTRATE. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND

ATTACHMENT TO OTHER WORK.

08.6.2 FOR EACH ACCESS DOOR FACE MATERIAL PROVIDE A SAMPLE AT LEAST 3X5 INCHES IN SIZE IN SPECIFIED

FINISH.

08.6.3 PROVIDE COMPLETE ACCESS DOOR AND FRAME SCHEDULE INCLUDING TYPES, LOCATIONS, SIZES, LATCHING OR LOCKING PROVISIONS, AND OTHER DATA PERTINENT TO INSTALLATION.

08.6.4 FIRE RATED ACCESS DOORS AND FRAMES TO COMPLY WITH NFPA 80.

08.6.5 DETERMINE SPECIFIC LOCATIONS AND SIZES FOR ACCESS DOORS NEEDED TO GAIN ACCESS TO CONCEALED PLUMBING,MECHANICAL, OR OTHER CONCEALED WORK, AND INDICATE ON SCHEDULE.

08.6.6 COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ACCESS DOORS AND FRAMES.

08.6 ACCESS DOORS AND FRAMES

CODE REVIEW

302.3 EXISTING MATERIALS CAN REMAIN

302.4 NEW MATERIALS ARE TO MEET CODE REQUIREMENTS FOR NEW CONSTRUCTION. LIKE MATERIALS

CAN BE USED FOR REPAIRS OR ALTERATIONS

302.5 EXISTING OCCUPANCY OF BUILDING IS UNCHANGED

CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS

504.1 PROJECT IS LEVEL 2 ALTERATION

CHAPTER 5 CLASSIFICATION OF WORK

702.1 NEWLY INSTALLED WALL & CEILING FINISHES TO MEET 2015 NEW MEXICO BUILDING CODE

702.6 CONTRACTOR TO VERIFY NEW WORK COMPLIES WITH CURRENT NEW MEXICO CODES THAT

SPECIFY MATERIAL STANDARDS, DETAILS OF INSTALATION, CONNECTIONS, JOINTS,

PENETRATIONS & CONTINUITY OF ELEMENTS

703.1 LEVEL OF FIRE PROTECTION TO BE MAINTAINED

704.1 EXISTING MEANS OF EGRESS TO BE PROTECTED

707.1 EXISTING BUILDING NOT REQUIRED TO BE BROUGHT UP TO CURRENT ENERGY STANDARDS

CHAPTER 7 ALTERATIONS - LEVEL 1

804.4.1.3 CONTRACTOR TO VERIFY EXISTING FIRE ALARM FUNCTIONS AS REQ. BY INTERNATIONAL FIRE

CODE

CHAPTER 8 ALTERATIONS - LEVEL 2

10.4.1 FIRE SPRINKLERS SHALL BE INSPECTED, TESTED AND MAINTAINED IN ACCORDANCE WITH NFPA 25.

10.4.2 UPDATES TO AUTOMATIC SPRINKLER SYSTEM TO BE IN ACCORDANCE WITH NFPA 13.

10.4.3 SUPERVISION FOR PROJECT AUTOMATIC SPRINKLER SYSTEM UPDATES TO BE INSTALLED & MONITORED

FOR INTEGRITY PER NFPA 72 AND MEET OTHER REQUIREMENTS OF NFPA 101 9.7.

104.4 EXTEND BUILDING FIRE SPRINKLER SYSTEM INTO WORK AREA OF BUILDING. PROVIDE SUBMITTAL FOR

REVIEW.

10.4 FIRE SPRINKLERS

10.5.1 ALL NON-WATER BASED FIRE PROTECTION SYSTEMS SHALL BE INSPECTED, TESTED, & MAINTAINED IN

ACCORDANCE WITH THE APPLICABLE NFPA STANDARDS.

10.5 FIRE PROTECTION SYSTEMS

IEBC

IFC

TABLE 5003.1.1(3) DIESEL FUEL IS A CLASS II COMBUSTIBLE LIQUID THAT DOESN'T HAVE MAX ALLOWABLE

QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN

OUTDOOR CONTROL AREA. THEREFORE A CONTROL AREA IS NOT REQUIRED FOR OUTDOOR

STORAGE.

10.6.1 VERIFY FIRE ALARM SYSTEM IN WORK AREA MEETS REQUIREMENTS OF NFPA 70, NFPA 72, NFPA 99 16.7

AND NFPA 101 9.6.

10.6.2 EXTEND BUILDING FIRE ALARM SYSTEM INTO WORK AREA OF BUILDING. PROVIDE SUBMITTAL FOR REVIEW.

10.6 FIRE ALARM

LO

W

ER

C

AB

IN

ET

S

UP

PE

R

CA

BI

NE

TS

OUTLET

SWITCH OR

THERMOSTAT

OUTLET OR

SWITCH

WALL SWITCH, OUTLET OR THERMOSTAT

(UNOBSTRUCTED)

WALL SWITCH, OUTLET OR THERMOSTAT

(OBSTRUCTED)

" M

IN

" M

AX

" M

IN

" M

AX

" M

AX

FWD APPROACH

25" MAX

PA

R

AP

PR

OA

CH

" M

AX

APPLIES TO TYPE A AND TYPE B UNITS

FINISHED

FLOOR

PAR APPROACH

24" MAX

FW

D

AP

PR

OA

CH

" M

AX

NOTE: FORWARD

APPROACH WITH

REMOVABLE

CABINETS ONLY

FO

R

TY

PE

A U

NI

TS

" M

AX

NOTE: 34" MEASURED TO

THE FRONT OF THE

HIGHER OF THE SINKS RIM

OR COUNTER SURFACE

1'

- 3

" M

IN

" M

AX

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

1' - 8" MAX

>510-635 >20-25

3'

- 8

" M

AX

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

(a) (b)

" M

AX

10" MAX

1'

- 3

" M

IN

4'

- 0

" M

AX

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

10" MAX

2'

- 1

0" M

IN 12

4'

- 0

" M

AX

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

255-610 >10-24

2'

- 1

0" M

AX11

3'

- 1

0" M

AX

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G4.1

ACCESSIBILITY DETAILS

JU

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3, B

A

VE

, Z

UN

I, NE

W M

EX

IC

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1" = 1'-0"G4.1

SWITCH & OUTLET

MOUNTING HEIGHTS

1/2" = 1'-0"G4.1

2 ACCESSIBLE REACH RANGES

R ee ve

As soc iat es, In c.

R ee ve

A ss oc ia te s, In c.

So lu tio ns Y ou C an B ui ld

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Reeve & Associates, Inc. - Solutions You Can Build On

Reeve & Associates, Inc. - Solutions You Can Build On

R ee ve

A ss oc ia te s, In c.

So lu tio ns Y ou C an B ui ld

O n

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05/24/2023 ee ve

As soc iat es, In c.

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So lu tio ns Y ou C an B ui ld

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Reeve & Associates, Inc. - Solutions You Can Build On

Reeve & Associates, Inc. - Solutions You Can Build On

R ee ve

A ss oc ia te s, In c.

So lu tio ns Y ou C an B ui ld

O n

R AR A

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ELECTRICAL

EQUIPMENT ROOM

OXYGEN STOR.

ST

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#1 BIOMEDICAL OFFICE

COOLING TOWER

BOILER ROOM

TLT.

MAINTENANCE SHOP

MECHANICAL YARD

GARAGE

FACILITIES

MAINTENANCE

OFFICE

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PATIENT RM

PATIENT RM

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WHIRLPOOL

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TREATMENT

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PATIENT RM

PATIENT RM

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EXAM EXAM

EXAM EXAM

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EXAM

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EXAM

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EXAMEXAM

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ELECT. ROOM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OPTICIAN

OPTOMETRIST

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PHYSICIAN OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

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DIABETES

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STORAGE

BREAST FEEDING

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PATIENT RM

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OFFICE

OF

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OFFICE

STOR.

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NU

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LO

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DR

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DIETARY

DIETARY OFFICEDRY GOODS STORAGE

ENV. SERVICES

DIETARY SUPPLY

SOILED DISH AREA

GENERAL SERVICES

WAREHOUSE

OFFICE

TRANSCRIPTION

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VEST

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RECEPTION

LOBBY

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STATION

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CORRIDOR CORRIDOR

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SHIPPING AND

RECEIVING

A10.1 2

Co py rig ht

JZ

W

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Th es e p lan s a re co py rig hte d a nd ar e s ub jec t t o c op yri gh tp rot ec tio n a s a n " arc hit ec tur al wo rk" un de r t he co py rig ht ac

t. T he pr ote cti on in clu de s b ut is no tli mi ted to th e o ve ral l fo rm as w ell as th e a rra ng em en t a nd co mp os itio n o f s pa ce s.

Un de r s uc h p rot ec tio n, un au tho riz ed us e o f t he se pl an s, wo rk, or st ru ctu re rep res en ted w ill res ult in th e c es sa tio n o f c on str uc tio n a nd /o r m on eta ry co mp en sa tio n t o

JZ

W Ar ch ite cts

IS

SU

ED

CU

RR

EN

T

RE

VI

SI

ON

ZU

NI

-R

AM

AH

E M

ER

GE

NC

Y

PO

W

ER

S

UP

PL

Y

DE

SI

GN

A0.1

OVERALL FLOOR PLAN

JU

LY

3, B

A

VE

, Z

UN

I, NE

W M

EX

IC

O

KEYED NOTES

1 CLEAR VEGETATION FROM EXISTING GATE

NTS

OVERALL KEY PLAN

1/16" = 1'-0"A0.1

1 LEVEL 1 OVERALL FLOOR PLAN

GENERAL NOTES - DEMOLITION PLAN

A SEE PROJECT GENERAL NOTES FOR ADDITIONAL REQUIREMENTS

C SEE STRUCTRUAL DRAWINGS AND CALCULATIONS FOR ALL STRUCTURAL

REQUIREMENTS FOR NEW GENERATOR PAD

D REFER TO ENLARGED PLANS FOR ADDITIONAL NOTES AND DIMENSIONS

E GRID LINES ARE SHOWN FOR REFERENCE ONLY BASED ON OWNER-PROVIDED

DOCUMENTS.

F EXISTING INFORMATION BASED ON OWNER-PROVIDED DOCUMENTS.

CONTRACTOR TO FIELD VERIFY INFORMATION AS NEEDED.

G SEE ELECTRICAL PLANS FOR SUGGESTED ELECTRICAL CONSTRUCTION

SEQUENCING

RECOMMENDED CONSTRUCTION SEQUENCING

A THE NEW GENERATOR IS TO BE INSTALLED IN THE MECHANICAL YARD,

WHILE THE EXISTING GENERATOR CONTINUES TO BACKUP THE ESSENTIAL

ELECTRICAL SYSTEM (EES). THIS INCLUDES THE BATTERY CHARGER, BLOCK

HEATER, CONTROLS, FUEL PUMP, AND ANY OTHER NECESSARY EQUIPMENT.

B CONDUIT AND CONDUCTORS ARE RUN FROM THE NEW GENERATOR TO THE

EXISTING DISTRIBUTION PANEL 'SA'.

C SUPPLY CONDUCTORS FROM THE EXISTING GENERATOR TO 'SA' ARE

REMOVED AND SUPPLY CONDUCTORS FROM NEW GENERATOR ARE

CONNECTED TO 'SA'. BACKUP POWER WILL BE UNAVAILABLE FOR A SHORT

TIME DURING THIS SWITCH.

D EXISTING GENERATOR AND ASSOCIATED EQUIPMENT IS REMOVED.

E NEW ESS EQUIPMENT IS INSTALLED IN THE OLD GENERATOR ROOM, AND THE

MTS LOCATED JUST OUTSIDE, INCLUDING ALL CONNECTIONS BETWEEN NEW

EQUIPMENT.

F CONDUIT AND CONDUCTORS TO BE RUN FROM NEW PANEL LOCATION TO

OLD PANEL LOCATION OR CONVENIENT UPSTREAM LOCATION TO EXTEND

BRANCH CIRCUITS FOR PANELS 'LL', 'PL', 'LJ', AND 'PJ', AS WELL AS THE MCC

EMC 3.

G NEW CONDUIT AND CONDUCTORS ARE INSTALLED FROM GENERATOR TO

NEW MTS, AND FROM NEW TRANSFER SWITCHES TO SWITCHBOARD 'SN', AS

WELL AS FROM NEW 'SB' TO EXISTING EMC 1 AND EMC 2. POWER WILL HAVE

TO BE SHUT OFF IN THAT PARTICULAR PIECE OF EQUIPMENT FOR A SHORT

TIME TO MAKE EACH OF THE FINAL CONNECTIONS.

H FINAL CONNECTIONS TO BE MADE FOR PANELS AND EMC 3. POWER WILL BE

UNAVAILABLE TO LOADS ON EACH OF THESE PANELS WHILE FINAL

CONNECTIONS ARE MADE TO THE CORRESPONDING PANEL.

I EXISTING PANELS 'LL', 'PL', 'LJ', AND 'PJ', AS WELL AS THE MCC EMC 3 TO BE

REMOVED IF DESIRED.

UP

UP

UP

2 31 4 5 6 7 8

E

F

G

A10.1 2

AREA A

N

Co py rig ht

JZ

W

Ar ch ite cts

-T he

Pu rch as er is gra nte d a si ng le us e l ice ns e f or co ns tru cti on on ly.

Th es e p lan s a re co py rig hte d a nd ar e s ub jec t t o c op yri gh tp rot ec tio n a s a n " arc hit ec tur al wo rk" un de r t he co py rig ht ac

t. T he pr ote cti on in clu de s b ut is no tli mi ted to th e o ve ral l fo rm as w ell as th e a rra ng em en t a nd co mp os itio n o f s pa ce s.

Un de r s uc h p rot ec tio n, un au tho riz ed us e o f t he se pl an s, wo rk, or st ru ctu re rep res en ted w ill res ult in th e c es sa tio n o f c on str uc tio n a nd /o r m on eta ry co mp en sa tio n t o

JZ

W Ar ch ite cts

IS

SU

ED

CU

RR

EN

T

RE

VI

SI

ON

ZU

NI

-R

AM

AH

E M

ER

GE

NC

Y

PO

W

ER

S

UP

PL

Y

DE

SI

GN

A1.0

DEMOLITION PLAN

JU

LY

3, B

A

VE

, Z

UN

I, NE

W M

EX

IC

O

1/8" = 1'-0"A1.0

FLOOR PLAN AREA A

DEMOLITION PLAN

GENERAL NOTES - DEMOLITION PLAN

A SEE PROJECT GENERAL NOTES FOR ADDITIONAL REQUIREMENTS

C SEE STRUCTRUAL DRAWINGS AND CALCULATIONS FOR ALL STRUCTURAL

REQUIREMENTS FOR NEW GENERATOR PAD

D REFER TO ENLARGED PLANS FOR ADDITIONAL NOTES AND DIMENSIONS

E GRID LINES ARE SHOWN FOR REFERENCE ONLY BASED ON OWNER-PROVIDED

DOCUMENTS.

F EXISTING INFORMATION BASED ON OWNER-PROVIDED DOCUMENTS.

CONTRACTOR TO FIELD VERIFY INFORMATION AS NEEDED.

G SEE ELECTRICAL PLANS FOR SUGGESTED ELECTRICAL CONSTRUCTION

SEQUENCING

KEYED NOTES

1 EXISTING GENERATOR & CONCRETE GENERATOR PAD TO BE REMOVED. SEE

MECHANICAL

2 EXISTING LOUVER TO BE REMOVED. SEE MECHANICAL

3 EXISTING ELECTRICAL PANELS TO BE REMOVED

4 DEMO EXISTING ASPHALT PAVING AS REQUIRED FOR NEW EMERGENCY

GENERATOR PAD & BOLLARDS (SHADED AREA). REPLACE PER PLAN.

5 SAWCUT EXISTING ASPHALT

6 CLEAR VEGETATION FROM EXISTING GATE

7 REMOVE EXISTING CORRUGATED METAL PANEL CLADDING ABOVE DOOR AND

UNDER EXISTING LOUVERS. REMOVE ANY DAMAGED AIR/WATER BARRIER AND

FLASHING. REPLACE AIR/WATER BARRIER, FLASHING AND CORRUGATED METAL

PANEL CLADDING WHERE REMOVED AS PART OF LOUVER INFILL.

UP

UP

UP

UP

PR3.0

2 31 4 5 6 7 8

E

F

G

BOILER ROOM

GENERATOR RM

ELECTRICAL

EQUIPMENT ROOM TELEPHONE ROOM

COOLING TOWER

OFFICE

TLT.

MAINTENANCE SHOP

BIOMEDICAL OFFICE

MORGUE

STAIR #1

OXYGEN STOR.

CORRIDOR

MECHANICAL YARD

GARAGE

FACILITIES

MAINTENANCE

OFFICE

MEDICAL GAS

STORAGE

STAGING

TYP

A10.1

TYP

TYP

TYP

28282828282828282828

29 3030

A10.1 2

19' - 6"

TYP

EQ

28' - 4"

TYP

EQ

TY

P

EQ

5'

- 5

6'

- 2

5' - 6"

AREA A

N

55 6

Co py rig ht

JZ

W

Ar ch ite cts

-T he

Pu rch as er is gra nte d a si ng le us e l ice ns e f or co ns tru cti on on ly.

Th es e p lan s a re co py rig hte d a nd ar e s ub jec t t o c op yri gh tp rot ec tio n a s a n " arc hit ec tur al wo rk" un de r t he co py rig ht ac

t. T he pr ote cti on in clu de s b ut is no tli mi ted to th e o ve ral l fo rm as w ell as th e a rra ng em en t a nd co mp os itio n o f s pa ce s.

Un de r s uc h p rot ec tio n, un au tho riz ed us e o f t he se pl an s, wo rk, or st ru ctu re rep res en ted w ill res ult in th e c es sa tio n o f c on str uc tio n a nd /o r m on eta ry co mp en sa tio n t o

JZ

W Ar ch ite cts

IS

SU

ED

CU

RR

EN

T

RE

VI

SI

ON

ZU

NI

-R

AM

AH

E M

ER

GE

NC

Y

PO

W

ER

S

UP

PL

Y

DE

SI

GN

A1.1

FLOOR PLAN - AREA A

JU

LY

3, B

A

VE

, Z

UN

I, NE

W M

EX

IC

O

1/8" = 1'-0"A1.1

1 FLOOR PLAN - AREA A

NTS

KEY PLAN

KEYED NOTES

1 NEW EMERGENCY GENERATOR, BASE AS PER MANUFACTURER, SEE ELECTRICAL

2 BOLLARD, TYP

3 METAL STUD INFILL WALL TO MATCH EXISTING SYSTEM, VERIFY INFILL IS WATER,

VAPOR & AIR TIGHT. NEW CORRUGATED METAL PANEL CLADDING TO MATCH COLOR

AND STYLE OF EXISTING. EXISTING CORRUGATED METAL PANEL CLADDING ABOVE

DOOR & UNDER EXISTING LOUVERS TO BE REPLACED TO CREATE SEAMLESS FINISH

WITH MECHANICAL LOUVER INFILL.

4 PROVIDE UPDATED ROOM IDENTIFICATION SIGN. SIGN STYLE & COLOR TO MATCH

EXISTING. COORDINATE TEXT WITH OWNER.

5 EXISTING ROOFTOP GENERATOR PENTHOUSE LOUVER, SEE MECHANICAL

6 EXISTING 10" DIAMETER GENERATOR EXHAUST FLUE, SEE MECHANICAL

7 EXISTING FLUE TO BE REMOVED AND ROOF/CEILING SYSTEM INFILLED & SEALED

WATER TIGHT TO MATCH EXISTING. SEE MECHANICAL.

8 EXISTING GATE TO REMAIN UNLOCKED DURING BUSINESS HOURS

9 CONCEALED SPACE BETWEEN THE CEILING AND ROOF ABOVE SHALL BE

DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT

FOR THE ROOF STRUCTURAL MEMBERS TO FORM AREAS NOT TO EXCEED 3000 SQ. FT.

FOR ANY SPACE BETWEEN THE CEILING AND ROOF. DRAFTSTOPPING MATERIALS TO

MEET REQUIREMENTS OF NFPA 101 8.6.11

10 PROVIDE METAL SIGNAGE ON CONTRASTING COLORS ON A POLE WHERE NOT ABLE TO

INSTALL ON ANOTHER SURFACE ALONG THE PATH TO EXITS FROM MECHANICAL YARD

AS PER NFPA 101 7.10

11 PROVIDE SIGNAGE AS REQUIRED BY REFERENCE CODES LABELING EQUIPMENT &

PROHIBITING SMOKING IN MECHANICAL YARD POSTED NEAR GATES & DOORS

ENTERING YARD.

12 VERIFY CLOSER FOR THIS DOOR AUTOMATICALLY CLOSES IN THE EVENT OF FIRE - IF

NOT, UPDATE CLOSER TO INTEGRATE WITH FIRE ALARM SPRINKLER SYSTEMS TO

CLOSE IN THE EVENT OF A FIRE. REMOVE BOLT LATCH FROM DOOR. VERIFY PANIC

HARDWARE MEETS NEC 110.26(C)(3) REQUIREMENTS.

13 FIRE SPRINKLERS TO BE UPDATED PER UPDATED EQUIPMENT LAYOUT. EXTEND INTO

GENERATOR ROOM IF ITS NOT ALREADY COVERED BY FIRE SPRINKLERS. PROVIDE

SUBMITTAL FOR REVIEW. CHANGES TO MEET NFPA 13, 72, & 101 REQUIREMENTS.

14 PROVIDE REINFORCED CONCRETE PAD UNDER GENERATOR, SEE CIVIL/STRUCTURAL

PLANS

15 EXISTING BOLLARDS, SEE SURVEY & CIVIL

16 EXISTING FUEL TANK, SEE SURVEY & CIVIL

17 EXISTING 8' CHAINLINK FENCE, SEE SURVEY & CIVIL

18 EXISTING TRANSFORMER, SEE SURVEY

19 EXISTING CONCRETE SIDEWALK, SEE SURVEY & CIVIL

20 EXISTING ELECTRICAL EQUIPMENT

21 AREA TO REMAIN CLEAR IN FRONT OF EXISTING DOOR FOR EGRESS PURPOSES. POST

SIGN: "NOTICE: KEEP THIS AREA CLEAR AT ALL TIMES

22 EXISTING MANHOLE, SEE SURVEY

23 EXISTING TREE, SEE SURVEY

24 REPAIR CONCRETE SLAB WITH QUIKRETE (OR EQ.) TO ENSURE FLOOR IN ROOM IS

FLUSH AND LEVEL

25 EXISTING ASPHALT TO BE REPLACED AROUND NEW GENERATOR PAD. MATCH

THICKNESS OF EXISTING ASPHALT.

26 VERIFY DOOR IS EQUIPPED WITH LISTED PANIC HARDWARE AS PER NEC 110.26(C)(3).

IF NOT PROVIDE THIS HARDWARE FOR THIS DOOR.

27 EMC3 AS PER ELECTRICAL. PROVIDE CONCRETE PAD UNDERNEATH THAT MEETS

MINIMUM REQUIREMENTS FROM IBC, NEC, & NFPA 70.

28 ELECTRICAL EQUIPMENT. SEE ELECTRICAL

29 EXISTING GATE

30 MAINTAIN 3' MINIMUM FROM TANK AS PER NFPA 110.7.9.12.1

31 EXISTING ASPHALT PAVING

32 EXISTING CONCRETE PAVING

33 EXISTING GAS VALVE

34 EXISTING FIRE EXTINGUISHER & ASSOCIATED SIGN TO BE REMOVED, PROTECTED

DURING CONSTRUCTION AND REINSTALLED AS PART OF WORK IN ROOM. VERIFY

EXISTING FIRE EXTINGUISHER IS ACCEPTABLE TO FIRE MARSHAL. IF NOT REPLACE

WITH SIZE AND TYPE AS PER FIRE MARSHAL. VERIFY FIRE EXTINGUISHER MEETS

REQUIREMENTS OF NFPA 10.

35 PROVIDE METAL SIGN INDICATING SAFE DISPERSAL AREA AS PER IBC 2021 1028.5.

VEGETATION IN AREA TO BE MAINTAIN. TRIMMED BACK TO ALLOW EMERGENCY

GATHERING.

36 CLEAR VEGETATION AWAY FROM GATE

37 MAINTAIN 4"-6" AROUND EMC3. VERIFY REQUIRED CURB SIZE WITH MANUFACTURER.

1/8" = 1'-0"A1.1

REFLECTED CEILING PLAN -

GENERATOR ROOM

ROOM FINISH SCHEDULE

ROOM

FLOOR WALLS BASE CEILING NOTESNUMBER NAME

618 GENERATOR RM EXIST. PAINTED SEALED

CONCRETE

PAINTED G.W.B. TO

MATCH EXISTING

4" RUBBER PAINTED G.W.B TO

MATCH EXISTING

EXISTING FINISHES TO REMAIN. PATCH WITH SAME FINISH AS NECESSARY. PAINT COLOR

TO MATCH EXISTING.

FLOOR FINISH SYSTEM, TO HAVE MINIMUM CRITICAL RADIANT FLUX OF 0.1 W/CM2 & BE

CLASSIFIED AS PER NFPA 253 AS CLASS I OR II.

FINISHES TO BE CLASS A AS PER NFPA 101.

GENERAL NOTES - FLOOR PLAN

A DOORS WITH PANIC HARDWARE, IN EXIT ENCLOSURES & WITH ELECTRONIC RELEASE

OF LOCKING TO BE INSPECTED AT FREQUENCIES & TO EXTENT AS REQUIRED BY

NFPA 101.

B AUTOMATIC SPRINKLER * SANDPIPE SYSTEMS SHALL BE INSPECTED, TESTED &

MAINTAINED PER NFPA 25 & 101. SPRINKLER IMPAIRMENT PROCEDURES SHALL

COMPLY WITH NFPA 25.TESTING & MAINTENANCE RECORDS SHALL BE MAINTAINED

AT AN APPROVED SECURED LOCATION.

C INTERIOR FINISHES SHALL COMPLY WITH NFPA 286 & NFPA 101 10.2.3.2 & 10.2.3.3.

FLOOR FINISH SYSTEM TO HAVE MINIMUM CRITICAL RADIANT FLUX OF 0.1 W/cm2 &

BE CLASSIFIED AS PER NFPA 253 AS CLASS I OR II.

D PROVIDE LIGHTING PROTECTION SYSTEM FOR EMERGENCY GENERATOR AS PER

NFPA 780.

E PROVIDE TESTING OF EMERGENCY GENERATOR PER NFPA 110. MAKE ADJUSTMENTS

AS REQUIRED FOR INSTALLATION ACCEPTANCE.

F PROVIDE VIBRATION ISOLATOR FOR EMERGENCY GENERATOR AS RECOMMENDED

BY MANUFACTURER.

G EXISTING WALLS AND STRUCTURE TO REMAIN TO BE REPAIRED AND REPAINTED,

U.N.O.

H PROVIDE INSTRUCTION MANUALS FOR EMERGENCY GENERATOR AS PER NFPA 110 8.

J SEE GENERAL NOTES ON SHEET G0.1 FOR ADDITIONAL REQUIREMENTS.

K COORDINATE PLANS WITH MECHANICAL, ELECTRICAL, STRUCTURAL, AND CIVIL.

L EXISTING WALL WITH WALL TYPE INDICATE MODIFICATIONS TO EXISTING WALLS;

SEE WALL TYPES FOR ADDITIONAL INFORMATION

M EXISTING WALLS & STRUCTURE THAT REMAIN IN ROOMS WITHIN WORK AREA, TO BE

REPAIRED & REPAINTED.

2 31 4

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GENERATOR RM

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STAIR #1

MECHANICAL YARD

A10.1

TYP

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EQ

EQ EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ

3'

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TY

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MIN.

2' - 5"

MIN.

9"

2' - 1 1/4"

17' - 3 1/2" +/- +/- 2' - 1 1/4" 1' - 9"

TYP

1' - 7 3/4"

3'

- 0

/2

5'

- 1

1"

3'

- 0

/2

2' - 5"

5' - 4 3/4" 19' - 6" +/-

28' - 4" +/-

21' - 6"

1'

- 8

A10.1 2

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A1.2

DIMENSIONED FLOOR PLAN

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1"

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2' - 2"

CONCRETE WASH DOME.

PROVIDE SMOOTH, ROUND

SURFACE

CONCRETE FILLED PIPE SEE

PLAN FOR SIZE AND LOCATION.

PAINT "SAFETY YEALLOW"

SLOPE SURFACE AWAY FROM PIPE

1/2" PRE-MOLDED EXPANSION JOINT

W/SEALANT TYP EACH SIDE

LINE OF EXISTING

CONCRTE OR ASPHALT

PAYING

CONCRETE

NOTE:

SET BOLLARD INTO CONCRETE FOOTER AS

SHOWN. POUR CONCRETE SIDEWALK TO

BOLLARD.

NOTE:

SEE PLANS FOR LOCATIONS

EXISTING LOUVER TO RE

REMOVED & REPLACED WITH

METAL STUD INFILL WALL TO

MATCH EXISTING ADJACENT

WALL ASSEMBLY. VERIFY INFILL

IS WATER, VAPOR & AIR TIGHT.

EXISTING WALL TO REMAIN. REPLACE

EXISITNG CORRUGATED METAL

CLADDING PER. INSTALL PER

MANUFACTURER'S REOCMMENDATIONS.

NEW CORRUGATED METAL

CLADDING. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS.

EXISTING FLASHING TO REMAIN.

ENSURE FLASHING IS IN GOOD

CONDITION, AND REPLACE IF

NECESSARY.

A10.1

A10.1

A10.1

EXISTING PAINTED GWB ON INTERIOR

EXISTING STUD WALL. ASSUMED

BATT INSULATION (FIELD VERIFY)

EXISTING SHEATHING

EXISTING AIR/WATER BARRIER. REPLACE AS

REQUIRED IF DAMAGED DURING REMOVAL OF

CORRUGATED METAL PANEL CLADDING

NEW CORRUGATED METAL PANEL TO

REPLACE EXISTING. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

PAINTED GWB TO MATCH EXISTING

20 GA. METAL STUDS AT 16" O.C.;

MATCH EXISTING STUD SIZE

SHEATHING TO MATCH EXISTING

AIR/WATER BARRIER TO MATCH EXISTING

CORRUGATED METAL PANEL CLADDING.

INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

BATT INSULATION, FILL ENTIRE

WALL CAVITY

VAPOR BARRIER AS PER SPECS

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A10.1

ARCHITECTURAL DETAILS

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3/8" = 1'-0"A10.1

1 EXTERIOR BOLLARD DETAIL

1/2" = 1'-0"A10.1

LOUVER REPLACEMENT

EXTERIOR ELEVATION

3/4" = 1'-0"A10.1

EXISTING METAL PANEL

REPLACMENT

3/4" = 1'-0"A10.1

4 LOUVER INFILL WALL DETAIL

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A ss oc ia te s, In c.

So lu tio ns Y ou C an B ui ld

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Reeve & Associates, Inc. - Solutions You Can Build On

Reeve & Associates, Inc. - Solutions You Can Build On

R ee ve

A ss oc ia te s, In c.

So lu tio ns Y ou C an B ui ld

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R ee ve

As soc iat es, In c.FOOTINGS, FOUNDATIONS AND SLAB ON GRADE

NOTES:

1. ALL FOOTING SIZES ARE BASED ON AN ALLOWABLE SOIL

BEARING PRESSURE AS SHOWN IN THE DESIGN CRITERIA. ANY

SOIL CONDITION ENCOUNTERED DURING EXCAVATION THAT IS

CONTRARY TO THOSE USED FOR DESIGN OF FOOTINGS AS

OUTLINED IN WORKING DRAWINGS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT/ENGINEER BEFORE

PROCEEDING.

2. SOIL PREPARATION UNDER FOOTINGS AND SLABS ON GRADE

SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. FOR

PROJECTS WITHOUT A SOILS REPORT CONTRACTOR/OWNER IS

TO VERIFY ADEQUATE SOIL CONDITIONS ARE PROVIDED.

3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR

ENGINEERED GRANULAR FILL COMPACTED TO 95% OF MAX.

DENSITY, BASED ON ASTM D 1557 METHOD OF COMPACTION.

FILL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES

IN DEPTH AFTER COMPACTION AND SHALL EXTEND DOWN TO

IN-SITU SOILS. FILL SHALL BE COMPACTED UNDER ALL

CONCRETE WORK ON THE SITE.

4. NO FOOTINGS SHALL BE PLACED IN WATER, SNOW, FROZEN

GROUND, OR UNSTABLE SOILS.

5. ALL EXCAVATIONS ADJACENT TO AND BELOW FOOTING

ELEVATION FOR OTHER TRADES SHALL BE ACCOMPLISHED

PRIOR TO POURING ANY FOOTINGS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR LATERALLY

SUPPORTING ALL RETAINING TYPE FOUNDATION WALLS WHILE

COMPACTING BEHIND WALLS AND UNTIL ALL SUPPORTING

MEMBERS HAVE BEEN PLACED (SUCH AS FLOOR).

7. ALL REINFORCEMENTS SHALL BE SECURELY TIED IN PLACE

PRIOR TO POURING CONCRETE.

8. PROVIDE DOWELS IN FOOTING AND FOUNDATIONS TO MATCH

ALL VERTICAL BARS IN WALLS AND COLUMNS ABOVE, UNLESS

NOTED OTHERWISE.

9. PROVIDE CONTROL JOINTS IN SLABS AT A MAX. OF 15 FT. O.C.

EACH WAY AND AS SHOWN ON PLANS. AT EXTERIOR SLABS

AND GARAGE FLOORS POUR SLABS BETWEEN CONTROL JOINTS

SO THAT ADJACENT POURS ARE STAGGERED AT LEAST TWO

DAYS APART.

10. ALL EXTERIOR FOOTINGS MUST BEAR AT OR BELOW FROST

DEPTH, MEASURED FROM LOWEST ADJACENT FINAL GRADE.

U.N.O.

11. UNLESS NOTED OTHERWISE, ALL FOOTINGS AT COLUMNS TO

BE CENTERED BELOW COLUMNS.

12. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL HAVE

VERTICAL FACES FORMED WITH STANDARD FORMING

MATERIALS ( WOOD, METAL, ETC.). WITH PRIOR APPROVAL OF

ARCHITECT AND ENGINEER, CONCRETE FOR FOOTINGS CAN BE

PLACED IN EXCAVATED "SOIL" FORMS PROVIDED THAT THE

DIMENSIONS ARE INCREASED 3" ON EACH SIDE.

13. SLABS ON GRADE SHALL BE 4 INCHES THICK CONCRETE

UNDERLAIN BY FREE DRAINING MATERIAL.

GENERAL NOTES:

1. VISITS TO THE JOB SITE BY REPRESENTATIVES OF THE

ENGINEER DO NOT SUBSTITUTE APPROVAL OF THE WORK

PERFORMED BY THE CONTRACTOR OR HIS

SUBCONTRACTORS AND ARE MERELY FOR THE PURPOSE

OF OBSERVING THE WORK PERFORMED.

2. CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT OF ANY

DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE

VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR

SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK

INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED,

THE MOST STRINGENT REQUIREMENTS SHALL GOVERN AND

BE PERFORMED.

3. CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS

AND ELEVATIONS, ETC., AT THE SITE AND SHALL

COORDINATE WORK PERFORMED BY ALL TRADES. SEE

ARCHITECT'S PLANS FOR DIMENSIONS. DO NOT SCALE

DRAWINGS

4. SHOP DRAWINGS SHALL BE REVIEWED BY THE

ENGINEER/ARCHITECT PRIOR TO FABRICATION OR

ERECTION FOR ANY PREFABRICATED OR

MANUFACTURER-DESIGNED COMPONENTS AND SHALL BE

STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN

THE STATE WHERE THIS STRUCTURE RESIDES.

5. SIZES, LOCATIONS, LOADS, AND ANCHORAGES OF

EQUIPMENT SHALL BE VERIFIED IN THE FIELD WITH

EQUIPMENT MANUFACTURERS (SUPPLIERS) PRIOR TO

FABRICATION OR INSTALLATION OF SUPPORTING

STRUCTURES.

6. TEMPORARY BRACING SHALL BE PROVIDED WHEREVER

NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE

STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH

BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE

REQUIRED FOR SAFETY, OR UNTIL ALL THE STRUCTURAL

ELEMENTS ARE INSTALLED.

7. DURING AND AFTER CONSTRUCTION THE CONTRACTOR

AND/OR OWNER SHALL KEEP LOADS ON THE STRUCTURE

WITHIN THE LIMITS OF THE DESIGN LOAD.

8. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

PERFORM THEIR TRADES AND DUTIES IN A MANNER

CONFORMING TO THE PROCEDURES AND REQUIREMENTS

AS STATED IN THE 2018 INTERNATIONAL BUILDING CODE,

(OR LATEST ACCEPTED CODE ADOPTED BY THE LOCAL

BUILDING OFFICIALS).

9. ANY SPECIAL INSPECTIONS REQUIRED BY THE BUILDING

OFFICIAL OR THE INTERNATIONAL BUILDING CODE ARE THE

RESPONSIBILITY OF THE OWNER.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND

PROTECTION WITHIN AND ADJACENT TO THE JOB SITE.

CONCRETE NOTES:

1. ALL FOOTINGS, FOUNDATIONS SHALL BE NORMAL WEIGHT

CONCRETE WITH A COMPRESSIVE STRENGTH EQUAL TO A

LEAST 4,500 LBS. PER SQUARE INCH WITHIN 28 DAYS AFTER

POURING.

2. UNLESS OTHERWISE NOTED, ALL FOUNDATION WALL

VERTICAL COLD JOINTS SHALL BE KEYED WITH A KEY 1-1/2"

DEEP, A LENGTH 2" LESS THAN THE MEMBER, AND A WIDTH 1/2

OF THE MEMBER. REINFORCING SHALL BE CONTINUOUS THRU

JOINT.

3. ALL OPENINGS IN CONCRETE WALLS SHALL BE REINFORCED

WITH (2) #5 BARS EXTENDING 2'-0" MIN. BEYOND THE EDGE OF

THE OPENING AT EACH FACE OF OPENING.

4. ALL CONCRETE WORK SHALL BE PLACED, CURED, STRIPPED,

AND PROTECTED AS DIRECTED BY THE SPECIFICATIONS AND

ACI STANDARDS AND PRACTICES.

5. BEFORE CONCRETE IS POURED CHECK WITH ALL TRADES TO

INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES,

CURBS, CONDUITS, BOLTS, INSERTS, ETC. RELATIVE TO WORK.

6. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND

FORMWORK.

7. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS,

GROOVES, ORNAMENT, CLIPS OR GROUNDS, REQUIRED TO BE

ENCASED IN CONCRETE AND FLOOR LOCATION OF FLOOR

FINISHES AND SLAB DEPRESSIONS.

8. FOR STEPS IN FOUNDATION GREATER THAN 2 FEET, WRAP

CORNER W/(2) #4 BARS EXTENDING 18" EACH DIRECTION.

9. STRUCTURAL CONCRETE HAS BEEN DESIGNED AT 2,500 LBS.

PER SQUARE INCH AND SPECIFIED AT A HIGHER STRENGTH

CONCRETE AS STATED ABOVE. NO SPECIAL INSPECTIONS ARE

REQUIRED PER IBC SECTION 1705.3.

REINFORCING STEEL NOTES:

1. ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A-615

GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM

STANDARD A-185, SHALL BE SUPPLIED IN FLAT SHEETS AND SHALL

HAVE A MIN. SIDE LAP OF 8 INCHES. ADEQUATELY TIE AND SUPPORT

ALL REINFORCING STEEL AS SPECIFIED BY ACI 315 TO MAINTAIN

EXACT REQUIRED POSITION. ALL FIELD BENT DOWELS SHALL BE

GRADE 40 WITH SPACING INDICATED REDUCED BY 1/3.

2. REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE

COVERAGE:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. .

3"

B. EXPOSED TO EARTH OR WEATHER:

#6 & LARGER. . . . . . . . . . . . . . . . . . . 2"

#5 & SMALLER . . . . . . . . . . . . . . . . . .1 1/2"

C. NOT EXPOSED TO WEATHER OR EARTH:

SLABS, WALLS, JOISTS, #11 & SMALLER . . . . . 3/4"

BEAMS, COLUMNS: MAIN REINFORCING OR TIES . . 1 1/2"

D. SLAB ON GRADE:

PLACE REINFORCING AT CENTER OF SLAB UNLESS

INDICATED OTHERWISE.

3. EXCEPT WHERE NOTED, CONTINUOUS REINFORCEMENT SHALL BE

SPLICED AT POINTS OF MIN. STRESS BY LAPPING 44 BAR DIAMETERS

IN CONCRETE AND 50 BAR DIAMETERS IN MASONRY.

4. ALL VERTICAL REINFORCING SHALL BE DOWELED TO FOOTINGS OR

STRUCTURE BELOW WITH DOWELS TO MATCH. SPLICE LENGTHS

SHALL COMPLY WITH NOTE 3. DOWELS INTO FOOTINGS SHALL

TERMINATE WITH A STANDARD HOOK, AND SHALL EXTEND TO WITHIN

4" OF THE BOTTOM OF THE FOOTING, BUT NOT MORE THAN 20" INTO

FOOTING.

5. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS. WHERE

REINFORCING IS WELDED, USE ASTM A706 REINFORCING.

BASIS OF DESIGN

1. GOVERNING CODE 2018 IBC

2. WIND DESIGN DATA

2.A. BASIC DESIGN WIND SPEED V = 95 MPH

2.B. ALLOWABLE STRESS DESIGN WIND SPEED Vasd = 74 MPH 2.C. DESIGN WIND PRESSURE qh = 44 PSF

2.D. RISK CATEGORY I

2.E.

2.F. WIND EXPOSURE C

3. EARTHQUAKE DESIGN DATA

3.A. RISK CATEGORY I

3.B. SEISMIC IMPORTANCE FACTOR Ie = 1.00 3.C. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS SS = 0.167g

S1 = 0.057g

3.D. SITE CLASS D (ASSUMED)

3.E. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS SDS = 0.178g

SD1 = 0.091g

3.F. SEISMIC DESIGN CATEGORY D

3.G. DESIGN BASE SHEAR V = CSW

3.H. SEISMIC RESPONSE COEFFICIENT CS = 0.03

3.I. RESPONSE MODIFICATION COEFFICIENT R = 1.25

3.J. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE

4. GEOTECHNICAL INFORMATION

4.A. SOIL REPORT BY: N/A

REPORT #:

DATE:

FROST DEPTH N/A

4.B. SOIL BEARING PRESSURE 1500 PSF

#3 17" 22" 28" 19"15" 24" 12"17"13" 22" 16" 20"

180°

HOOK

45° BEND OFFSET

135°C

HOOK

4d OR 2 1/2" MIN

#8 72"55" #9 #10 #11

81"62" 91"70"

101"78"

#4 #5 #6 #7

29"22" 36"28" 43"33" 63"49"

90°

HOOK

D = 8d FOR #9 - #11 D = 6d FOR #3 - #8

D = 10d FOR #14 - #18

6d O

R 4" M

IN

93" 47" 62" 105" 118" 131"

53" 69" 60" 78" 67" 87"

38" 47" 56" 81"

19" 25" 24" 31" 29" 37" 42" 54"

80" 42" 55" 90"

101" 112"

48" 62" 54" 70" 60" 77"

33" 41" 49" 70"

17" 22" 22" 28" 26" 34" 37" 48"

66" 75" 84" 93"

27" 33" 40" 58"

71" 39" 51" 44" 50" 55"

81" 91"

100"

58" 65" 72"

16" 20" 24" 35"

29" 36" 43" 63"

21" 26" 31" 45"

CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE

F'C = 3000 PSI

BAR

SIZE

REGULAR

BA

CLASS

F'C = 4000 PSI

TOP

BA

CLASS

F'C = 5000 PSI F'C = 6000 PSI

101"

81" 91"

72" 63" 43" 36" 29" 22"

37" 31" 25" 19"

34" 28" 22" 17"

31" 26" 21" 16"

87"

69" 78"

62" 54"

77"

62" 70"

55" 48"

72"

58" 65"

51" 45"

D Dd

2-1/2" Ø d d

D 2-1/2" Ø

D

2-1/2" Ø

NOTES:

1. THESE NOTES SHALL BE USED FOR ALL SPLICES, UNLESS NOTED OTHERWISE.

2. TOP BARS ARE CLASSIFIED AS HORIZONTAL BARS WHERE 12", OR MORE, OF FRESH

CONCRETE IS CAST BELOW THE REINFORCING BAR.

3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE.

4. TIES AND STIRRUPS SHALL NOT BE SPLICED.

5. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3.

6. FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3 FOR TOP

BARS AND 1.5 FOR REGULAR BARS.

d

REGULAR

BA

CLASS

TOP

BA

CLASS

REGULAR

BA

CLASS

TOP

BA

CLASS

REGULAR

BA

CLASS

TOP

BA

CLASS

DESIGN CONTACTS

MECHANICAL SYMBOLS

SITE CONDITIONS

MECHANICAL SHEET INDEX

PROJECT MECHANICAL NOTES:

DUCTWORK SEISMIC SUPPORT NOTES:COMMISSIONING NOTES:

SUBMITTALS:

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