795 johnlwyatt bidset jf john l, wyatt building

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0000 A BUILDING SECTION MARKER WALL SECTION MARKER SECTION IDENTIFICATION LETTER SHEET NUMBER ON WHICH SECTION IS DRAWN ADDITIONAL INFORMATION (WHERE APPLICABLE) SECTION IDENTIFICATION LETTER SHEET NUMBER ON WHICH SECTION IS DRAWN ADDITIONAL INFORMATION (WHERE APPLICABLE) DETAIL MARKER SECTION IDENTIFICATION LETTER SHEET NUMBER ON WHICH SECTION IS DRAWN ADDITIONAL INFORMATION (WHERE APPLICABLE) ELEVATION MARKER ELEVATION IDENTIFICATION LETTER SHEET NUMBER ON WHICH ELEVATION IS DRAWN ADDITIONAL INFORMATION (WHERE APPLICABLE) A1 A200 SIM DOOR MARKER DOOR NUMBER WINDOW MARKER WINDOW NUMBER 1 REVISION MARKER REVISION NUMBER 01 GATE MARKER GATE NUMBER ? FINISH MARKER A FINISH A1 A201 SIM A1 A201 SIM 1 A8.8 SIM 40 17 10 10 60 60 8 160 70 79 CASA GRANDE GILA BEND BLYTHE WICKENBURG NEEDLES HOOVER DAM GRAND CANYON FLAGSTAFF PHOENIX MESA GLOBE FLORENCE TUCSON PAGE TUBA CITY CHINLE GANADO HOLBROOK SHOW LOW PINEDALE LINDEN VERDE VALLEY CLAY SPRINGS YUMA NOGALES BENSON TOMBSTONE SAFFORD SITE SITE RICHARD J. CLUTTER 24640 R E G I S T E R E D A R C H I T E C T A R I Z O N A U . S . A . C E R T I F I C A T E N O . D a t e S i g n e d _ _ _ _ _ _ _ _ _ _ R E G I S T E R E D A R C H I T E C T C E R T I F I C A T E N O . D a t e S i g n e d _ _ _ _ _ _ _ _ _ _ A R I Z O N A U . S . A . DRAWING TITLE: DATE: CHECKED BY: DRAWN BY: DESIGNED BY: DRAWING NO. SCALE: PROJECT NO. DATA FILE: 2 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 R Q P N M L K J H G F E D C B A 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 A B C D E F G H J K L M N P Q R 9/24 /21 September 24, 2021 As indicated 9/21/2021 2:25:04 PM C:\Users\jfowers\Documents\795_JohnLWyatt Bidset_jfowers.rvt Designer Author Checker 15321795.00 G001 GENERAL INFORMATION & SHEET INDEX JOHN L, WYATT BUILDING E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638 TOMBSTONE UNIFIED SCHOOL DISTRICT #1 JOHN L, WYATT BUILDING E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638 TOMBSTONE UNIFIED SCHOOL DISTRICT #1 TENANT IMPROVEMENT TENANT IMPROVEMENT GENERAL G001 GENERAL INFORMATION & SHEET INDEX ARCHITECTURAL A001 FINISH, DOOR & WINDOW SCHEDULES A002 DETAILS A100 FLOOR PLANS A101 ENLARGED PLANS AND INTERIOR ELEVATIONS A200 DIMENSIONED FLOOR PLAN / EXTERIOR ELEVATIONS A400 REFLECTED CEILING PLANS A500 ROOF PLANS MECHANICAL M0.1 MECHANICAL SPECIFICATIONS M0.2 MECHANICAL ABBREVIATIONS AND SYMBOLS M1.1 MECHANICAL PLAN M2.1 MECHANICAL SCHEDULES M3.1 MECHANICAL DETAILS PLUMBING P0.1 PLUMBING SPECIFICATIONS P0.2 PLUMBING ABBREVIATIONS AND SYMBOLS P1.1 PLUMBING FLOOR PLAN P2.1 PLUMBING SCHEDULES AND CALCULATIONS ELECTRICAL E0.1 ELECTRICAL GENERAL NOTES/SHEET INDEX E0.2 ELECTRICAL SYMBOLS E0.3 ELECTRICAL SPECIFICATIONS E0.4 ELECTRICAL SPECIFICATIONS E0.5 ELECTRICAL SPECIFICATIONS E1.1 LIGHTING PLAN E1.2 LIGHT FIXTURES CUT SHEETS E2.1 POWER PLAN E3.1 SINGLE-LINE DIAGRAM/CALCS E4.1 SYSTEM SCHEDULES E5.1 PANEL SCHEDULES E6.1 IECC LIGHTING COMCHECK SYMBOLS ABBREVIATIONS CONSULTANTS STATE MAP VICINITY MAP OWNER / TENANT (ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY) MECHANICAL/PLUMBING/ELECTRICAL 2410 W ROYAL PALM DR, STE A PHOENIX, AZ 85021 PHONE: (602) 287-0300 CONTACT: SCOTT ALLRED (ELECTRICAL) MATHEW COMPANION (PLUMBING/MECHANICAL) ASEI ENGINEERING OWNER 411 NORTH 9TH ST TOMBSTONE, AZ 85638 PHONE: (250) 457-2217 CONTACT: ROBERT DEVERE, SUPERINTENDENT TOMBSTONE USD #1 TENANT SW CORNER OF E FREMONT ST & S 9TH ST TOMBSTONE, AZ 85638 PHONE: (250) 457-2217 CONTACT: ROBERT DEVERE, SUPERINTENDENT TOMBSTONE USD #1 SHEET LIST GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE PREMISES TO REVIEW & UNDERSTAND EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO PERFORM THE WORK. THE CONTRACTOR SHALL HARMONIZE HIS WORK SO EACH PIECE OF EQUIPMENT WILL BE INSTALLED TO FUNCTION PROPERLY. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES. 2. WHERE DRAWINGS INDICATE EXISTING CONDITIONS, AN ATTEMPT HAS BEEN MADE TO SHOW ELECTRICAL EQUIPMENT, BUILDING, SITE DETAILS, ETC. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING BUILDINGS, SITE DETAILS, ETC. 3. THE CONTRACTOR SHALL PERFORM ALL TEMPORARY AND REMODELING WORK AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS INCLUDING MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT. 4. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO; EXISTING, TEMPORARY, REMODELED AND NEW AREAS. 5. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, AND/OR OTHER REPAIR DUE TO THE CONSTRUCTION HERE IN. 6. AT THE END OF THE DAY, THE CONTRACTOR SHALL PROVIDE TRAFFIC COVERS OVER ANY EXPOSED TRENCHES. CONTRACTOR SHALL PROVIDE SUITABLE BARRICADES AND CONSTRUCTION TAPE AROUND ALL WORK AREAS MAINTAINING A SAFE ENVIRONMENT BY MEANS OF EGRESS AND ACCESSIBILITY. 7. AT NO TIME SHALL THE CONTRACTOR, HIS SUB- CONTRACTOR, OR ANY PERSON IN HIS EMPLOY HAVE CONTACT WITH ANY SCHOOL STAFF, FACULTY OR STUDENTS UNLESS ABSOLUTELY NECESSARY FOR THE PROGRESS OF THE WORK. 8. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ACCURACY OF ALL MEASUREMENTS, ESTIMATES OF MATERIALS QUANTITIES AND SIZES, AND SITE CONDITIONS AFFECTING THE WORK. 9. NO WARRANTIES CURRENTLY EXIST FOR THE EXISTING CONDITIONS INDICATED, NEW WORK AND MATERIALS SHALL HAVE WARRANTY PER THE INCLUDED PROJECT MANUAL. 10. CONTRACTOR RESPONSIBLE TO ABATE HAZARDOUS MATERIALS DISTURBED BY THE PROJECT WORK IN ACCORDANCE WITH HCM REPORT, INCLUDED AS PART OF THE BID DOCUMENTS. INCLUDING ALL CERTIFICATIONS AND INSPECTION REPORTS. A.B. ANCHOR BOLT ABC AGGREGATE BASE COURSE A/C AIR CONDITIONING A.F.F. ABOVE FINISH FLOOR ALT. ALTERNATE A.C.P. ACOUSTICAL CEILING PANEL BD. BOARD BFP BACK FLOW PREVENTER BLDG BUILDING BLKG BLOCKING BM BEAM B.O.S. BOTTOM OF STEEL BTM BOTTOM CAB CABINET C.L. CENTERLINE C.C. CENTER TO CENTER C.I.P. CAST-IN-PLACE C.J. CONTROL JOINT CLG CEILING C.M.U. CONCRETE MASONRY UNIT C.O. CLEAN OUT CONC. CONCRETE CONST. CONSTRUCTION CONT CONTINUOUS CORR. CORRIDOR CT CERAMIC TILE DET. DETAIL DIA. DIAMETER DIM DIMENSION EA. EACH E.J. EXPANSION JOINT ELEVN. ELEVATION ELECT. ELECTRIC EQ. EQUAL E.W.C. ELECTRIC WATER COOLER EXIST. EXISTING EXP. BT. EXPANSION BOLT EXP. STR. EXPOSED STRUCTURE EXT. EXTERIOR F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F.L. FINISH FLOOR LINE F.F. FINISH FLOOR FIN. FINISH FLR. FLOOR FT. FOOT, FEET FTG. FOOTING ga. GUAGE G.I. GALVANIZED IRON GALV. GALVANIZED GL. GLASS GYP. BD. GYPSUM BOARD H.M. HOLLOW METAL H.C. HANDICAP H-CONC HARDENED CONCRETE H.B. HOSE BIBB H/H HAND HOLE HORIZ. HORIZONTAL HT. HEIGHT I.B.C. INTERNATIONAL BUILDING CODE I.E. INVERT ELEVATION INSUL. INSULATION LAM. LAMINATE LAV. LAVATORY MAS. MASONRY MAT. MATERIAL MAX MAXIMUM MIN. MINIMUM, MINUTE MTL. METAL MTD. MOUNTED N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER NOM. NOMINAL O.C. ON CENTER OPP. OPPOSITE PCP PORTLAND CEMENT PLASTER PL. PLATE PTD. PAINTED QT QUARRY TILE REINF. REINFORCING RM. ROOM S.C. SOLID CORE SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT (FEET) SIM. SIMILAR SPECS. SPECIFICATIONS STL. STEEL SUSP. SUSPENDED T.O. TOP OF T.O.F. TOP OF FRAMING T.O.M. TOP OF MASONRY T.O.S. TOP OF STEEL TLT TOILET T.S. TUBE STEEL TYP. TYPICAL U.B.C. UNIFORM BUILDING CODE U.N.O. UNLESS NOTED OTHERWISE VCT. VINYL COMPOSITION TILE VERT. VERTICAL VEST VESTIBULE VWC VINYL WALL COVERING WD. WOOD W.H. WATER HEATER w/ WITH w/o WITH OUT WT. WEIGHT WWF WELDED WIRE FABRIC XFMR. TRANSFORMER N N BASE BID & ALTERNATES THE BASE BID SHALL INCLUDE BUT NOT LIMITED TO: ALL WORK AND MATERIALS ASSOCIATED WITH ROOMS 109 THROUGH 108 AS SHOWN IN DRAWINGS THE REMOVAL AND MASONRY INFILL OF EXTERIOR DOORS TO THESE SPACES INDICATED ABOVE. CLEANING AND PAINTING THE WHOLE EXTERIOR OF THE BUILDING PAINT ALL NEW AND EXISTING TO REMAIN DOORS, DOOR FRAMES AND WINDOW FRAMES. NEW BLINDS FOR ALL NEW AND EXISTING WINDOWS TO REMAIN. THE FOLLOWING ARE THIS PROJECT'S BID ALTRNATES: 1. ALTERNATE NO. 01 : ALL DEMOLITION AND NEW WORK TO INSTALL NEW EXTERIOR DOORS AND WINDOWS AS SHOWN IN DRAWINGS 2. ALTERNATE NO. 02 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH UNISEX TOILET ROOM 135 AS SHOWN IN DRAWINGS 3. ALTERNATE NO. 03 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH ROOMS 129, 132,133,134 & 136 AS SHOWN IN DRAWINGS 4. ALTERNATE NO. 04 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH ROOMS 101, 102,104,105,106, 107, 108 INCLUDING BUT NOT LIMITED TO REMOVAL AND MASONRY INFILL OF EXTERIOR DOORS AS SHOWN IN DRAWINGS PERMITS THE FOLLOWING PERMITS ARE REQUIRED UNLESS OTHERWISE NOTED FOR THIS PROJECT. PERMIT SET(S) WILL BE OBTAINED BY CONTRACTOR AS APPLICABLE. PERMIT FEES WILL BE PAID BY OWNER. 1. STATE FIRE MARSHALL FIRE ALARM SYSTEM 1. CONTRACTOR TO HAVE A LICENSED ENGINEER/CONTRACTOR DESIGN AND GAIN APPLICABLE PERMITTING TO THEN REVISE IN CONTRACT THE EXISTING FIRE ALARM SYSTEM FOR THE NEW CONDITIONS. DEFERRED SUBMITTALS DEFERRED SUBMITTALS ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR FOR THE FOLLOWING ITEMS: 1. FIRE ALARM SYSTEM # REVISIONS / SUBMISSIONS DATE

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0000

A

BUILDING SECTION MARKER

WALL SECTION MARKER

SECTION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH SECTION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

SECTION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH SECTION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

DETAIL MARKERSECTION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH SECTION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

ELEVATION MARKERELEVATION IDENTIFICATION LETTER

SHEET NUMBER ON WHICH ELEVATION IS DRAWN

ADDITIONAL INFORMATION (WHERE APPLICABLE)

A1

A200SIM

DOOR MARKERDOOR NUMBER

WINDOW MARKERWINDOW NUMBER

1

REVISION MARKER

REVISION NUMBER

01

GATE MARKERGATE NUMBER

?

FINISH MARKERA FINISH

A1A201

SIM

A1A201

SIM

1A8.8

SIM

40

17

10

10

60

60

8

160

70

79

CASA GRANDE

GILA BEND

BLYTHE

WICKENBURG

NEEDLES

HOOVER DAM GRAND CANYON

FLAGSTAFF

PHOENIX

MESA GLOBE

FLORENCE

TUCSON

PAGE

TUBA CITY

CHINLE

GANADO

HOLBROOK

SHOW LOW

PINEDALE

LINDEN

VERDE VALLEY

CLAY SPRINGS

YUMA

NOGALES

BENSON

TOMBSTONE

SAFFORD

SITE

SITE

RICHARD J.

CLUTTER

24640

RE

GI

S

TE

R E D A RC

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RI Z O N A U . S

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NO

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RI Z O N A U . S

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.

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

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9/24/21

September 24, 2021

As indicated

9/2

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Designer

Author

Checker

15321795.00

G001

GENERAL INFORMATION & SHEETINDEX

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

TENANT IMPROVEMENT

TENANT IMPROVEMENT

GENERAL

G001 GENERAL INFORMATION & SHEET INDEX

ARCHITECTURAL

A001 FINISH, DOOR & WINDOW SCHEDULES

A002 DETAILS

A100 FLOOR PLANS

A101 ENLARGED PLANS AND INTERIOR ELEVATIONS

A200 DIMENSIONED FLOOR PLAN /EXTERIOR ELEVATIONS

A400 REFLECTED CEILING PLANS

A500 ROOF PLANS

MECHANICAL

M0.1 MECHANICAL SPECIFICATIONS

M0.2 MECHANICAL ABBREVIATIONS AND SYMBOLS

M1.1 MECHANICAL PLAN

M2.1 MECHANICAL SCHEDULES

M3.1 MECHANICAL DETAILS

PLUMBING

P0.1 PLUMBING SPECIFICATIONS

P0.2 PLUMBING ABBREVIATIONS AND SYMBOLS

P1.1 PLUMBING FLOOR PLAN

P2.1 PLUMBING SCHEDULES AND CALCULATIONS

ELECTRICAL

E0.1 ELECTRICAL GENERAL NOTES/SHEET INDEX

E0.2 ELECTRICAL SYMBOLS

E0.3 ELECTRICAL SPECIFICATIONS

E0.4 ELECTRICAL SPECIFICATIONS

E0.5 ELECTRICAL SPECIFICATIONS

E1.1 LIGHTING PLAN

E1.2 LIGHT FIXTURES CUT SHEETS

E2.1 POWER PLAN

E3.1 SINGLE-LINE DIAGRAM/CALCS

E4.1 SYSTEM SCHEDULES

E5.1 PANEL SCHEDULES

E6.1 IECC LIGHTING COMCHECK

SYMBOLSABBREVIATIONS

CONSULTANTS

STATE MAP VICINITY MAP

OWNER / TENANT(ARCHITECTURAL DRAWINGS ONLY) (ARCHITECTURAL DRAWINGS ONLY)

MECHANICAL/PLUMBING/ELECTRICAL

2410 W ROYAL PALM DR, STE APHOENIX, AZ 85021

PHONE: (602) 287-0300

CONTACT: SCOTT ALLRED (ELECTRICAL)MATHEW COMPANION (PLUMBING/MECHANICAL)

ASEI ENGINEERING

OWNER

411 NORTH 9TH STTOMBSTONE, AZ 85638PHONE: (250) 457-2217

CONTACT: ROBERT DEVERE, SUPERINTENDENT

TOMBSTONE USD #1

TENANT

SW CORNER OF E FREMONT ST & S 9TH STTOMBSTONE, AZ 85638PHONE: (250) 457-2217

CONTACT: ROBERT DEVERE, SUPERINTENDENT

TOMBSTONE USD #1

SHEET LISTGENERAL NOTES

1. THE CONTRACTOR SHALL VISIT THE PREMISES TO REVIEW & UNDERSTAND EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO PERFORM THE WORK. THE CONTRACTOR SHALL HARMONIZE HIS WORK SO EACH PIECE OF EQUIPMENT WILL BE INSTALLED TO FUNCTION PROPERLY. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES.

2. WHERE DRAWINGS INDICATE EXISTING CONDITIONS, AN ATTEMPT HAS BEEN MADE TO SHOW ELECTRICAL EQUIPMENT, BUILDING, SITE DETAILS, ETC. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING BUILDINGS, SITE DETAILS, ETC.

3. THE CONTRACTOR SHALL PERFORM ALL TEMPORARY AND REMODELING WORK AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS INCLUDING MINOR ITEMS OF MATERIAL OR EQUIPMENT NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.

4. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING, BUT NOT LIMITED TO; EXISTING, TEMPORARY, REMODELED AND NEW AREAS.

5. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, AND/OR OTHER REPAIR DUE TO THE CONSTRUCTION HERE IN.

6. AT THE END OF THE DAY, THE CONTRACTOR SHALL PROVIDE TRAFFIC COVERS OVER ANY EXPOSED TRENCHES. CONTRACTOR SHALL PROVIDE SUITABLE BARRICADES AND CONSTRUCTION TAPE AROUND ALL WORK AREAS MAINTAINING A SAFE ENVIRONMENT BY MEANS OF EGRESS AND ACCESSIBILITY.

7. AT NO TIME SHALL THE CONTRACTOR, HIS SUB-CONTRACTOR, OR ANY PERSON IN HIS EMPLOY HAVE CONTACT WITH ANY SCHOOL STAFF, FACULTY OR STUDENTS UNLESS ABSOLUTELY NECESSARY FOR THE PROGRESS OF THE WORK.

8. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ACCURACY OF ALL MEASUREMENTS, ESTIMATES OF MATERIALS QUANTITIES AND SIZES, AND SITE CONDITIONS AFFECTING THE WORK.

9. NO WARRANTIES CURRENTLY EXIST FOR THE EXISTING CONDITIONS INDICATED, NEW WORK AND MATERIALS SHALL HAVE WARRANTY PER THE INCLUDED PROJECT MANUAL.

10. CONTRACTOR RESPONSIBLE TO ABATE HAZARDOUS MATERIALS DISTURBED BY THE PROJECT WORK IN ACCORDANCE WITH HCM REPORT, INCLUDED AS PART OF THE BID DOCUMENTS. INCLUDING ALL CERTIFICATIONS AND INSPECTION REPORTS.

A.B. ANCHOR BOLTABC AGGREGATE BASE COURSEA/C AIR CONDITIONINGA.F.F. ABOVE FINISH FLOORALT. ALTERNATEA.C.P. ACOUSTICAL CEILING PANELBD. BOARDBFP BACK FLOW PREVENTERBLDG BUILDINGBLKG BLOCKINGBM BEAMB.O.S. BOTTOM OF STEELBTM BOTTOMCAB CABINETC.L. CENTERLINEC.C. CENTER TO CENTERC.I.P. CAST-IN-PLACEC.J. CONTROL JOINTCLG CEILINGC.M.U. CONCRETE MASONRY UNITC.O. CLEAN OUTCONC. CONCRETECONST. CONSTRUCTIONCONT CONTINUOUSCORR. CORRIDORCT CERAMIC TILEDET. DETAILDIA. DIAMETERDIM DIMENSIONEA. EACHE.J. EXPANSION JOINTELEVN. ELEVATIONELECT. ELECTRICEQ. EQUALE.W.C. ELECTRIC WATER COOLEREXIST. EXISTINGEXP. BT. EXPANSION BOLTEXP. STR. EXPOSED STRUCTUREEXT. EXTERIORF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F.L. FINISH FLOOR LINEF.F. FINISH FLOORFIN. FINISHFLR. FLOORFT. FOOT, FEETFTG. FOOTINGga. GUAGEG.I. GALVANIZED IRONGALV. GALVANIZEDGL. GLASSGYP. BD. GYPSUM BOARDH.M. HOLLOW METALH.C. HANDICAPH-CONC HARDENED CONCRETEH.B. HOSE BIBBH/H HAND HOLEHORIZ. HORIZONTALHT. HEIGHT

I.B.C. INTERNATIONAL BUILDINGCODE

I.E. INVERT ELEVATIONINSUL. INSULATIONLAM. LAMINATELAV. LAVATORYMAS. MASONRYMAT. MATERIALMAX MAXIMUMMIN. MINIMUM, MINUTEMTL. METALMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINALO.C. ON CENTEROPP. OPPOSITEPCP PORTLAND CEMENT PLASTERPL. PLATEPTD. PAINTEDQT QUARRY TILEREINF. REINFORCINGRM. ROOMS.C. SOLID CORESCHED. SCHEDULESECT. SECTIONS.F. SQUARE FOOT (FEET)SIM. SIMILARSPECS. SPECIFICATIONSSTL. STEELSUSP. SUSPENDEDT.O. TOP OFT.O.F. TOP OF FRAMINGT.O.M. TOP OF MASONRYT.O.S. TOP OF STEELTLT TOILETT.S. TUBE STEELTYP. TYPICALU.B.C. UNIFORM BUILDING CODEU.N.O. UNLESS NOTED OTHERWISEVCT. VINYL COMPOSITION TILEVERT. VERTICALVEST VESTIBULEVWC VINYL WALL COVERINGWD. WOODW.H. WATER HEATERw/ WITHw/o WITH OUTWT. WEIGHTWWF WELDED WIRE FABRICXFMR. TRANSFORMER

N N

BASE BID & ALTERNATES

THE BASE BID SHALL INCLUDE BUT NOT LIMITED TO:• ALL WORK AND MATERIALS ASSOCIATED WITH

ROOMS 109 THROUGH 108 AS SHOWN IN DRAWINGS • THE REMOVAL AND MASONRY INFILL OF

EXTERIOR DOORS TO THESE SPACES INDICATED ABOVE.

• CLEANING AND PAINTING THE WHOLE EXTERIOR OF THE BUILDING

• PAINT ALL NEW AND EXISTING TO REMAIN DOORS, DOOR FRAMES AND WINDOW FRAMES.

• NEW BLINDS FOR ALL NEW AND EXISTING WINDOWS TO REMAIN.

THE FOLLOWING ARE THIS PROJECT'S BID ALTRNATES:1. ALTERNATE NO. 01 : ALL DEMOLITION AND NEW

WORK TO INSTALL NEW EXTERIOR DOORS AND WINDOWS AS SHOWN IN DRAWINGS

2. ALTERNATE NO. 02 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH UNISEX TOILET ROOM 135 AS SHOWN IN DRAWINGS

3. ALTERNATE NO. 03 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH ROOMS 129, 132,133,134 & 136 AS SHOWN IN DRAWINGS

4. ALTERNATE NO. 04 : ALL DEMOLITION AND NEW WORK AND MATERIALS INVOLVED WITH ROOMS 101, 102,104,105,106, 107, 108 INCLUDING BUT NOT LIMITED TO REMOVAL AND MASONRY INFILL OF EXTERIOR DOORS AS SHOWN IN DRAWINGS

PERMITS

THE FOLLOWING PERMITS ARE REQUIRED UNLESS OTHERWISE NOTED FOR THIS PROJECT. PERMIT SET(S) WILL BE OBTAINED BY CONTRACTOR AS APPLICABLE. PERMIT FEES WILL BE PAID BY OWNER.

1. STATE FIRE MARSHALL

FIRE ALARM SYSTEM

1. CONTRACTOR TO HAVE A LICENSED ENGINEER/CONTRACTOR DESIGN AND GAIN APPLICABLE PERMITTING TO THEN REVISE IN CONTRACT THE EXISTING FIRE ALARM SYSTEM FOR THE NEW CONDITIONS.

DEFERRED SUBMITTALS

DEFERRED SUBMITTALS ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR FOR THE FOLLOWING ITEMS:

1. FIRE ALARM SYSTEM

# REVISIONS / SUBMISSIONS DATE

IT OFF 1101

IT OFF 02102

IT STOR104

STORAGE107

IT

WORKROOM108

BOARD

ROOM111

WOMEN113

MEN117

VEST114

OFF 01115

OFF 02118

OFF 03120

OFF 04127

OFF 07128

BREAK RM126

OFF 05124

CONF119

TRANS129

RECORDS136

UNISEX

TLT135

RECEPTION112

STO

105

STO

106

STO

109

TABLE

110

HALL116

HALL122

STO

121

STO

125

STO

132

STO

133

STO

134

116

115

119A

117113

118

120

124

127

114B

114A

102

104

107

108 111

119B 126

128B

135

136

129A

129B

128A

A A AA

A A A A

BB

A

A

NOTE:

1. CLEAN, BLOCK FILL AND PAINT ALL EXTERIOR WALLS W/ ELASTOMERIC COATING.

2. PAINT ALL EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN. SEE BID ALTERNATES

DESCRIPTION ON G001 FOR MORE INFORMAITON REGARDING WORK ON EXTERIOR DOORS AND

WINDOWS.

3. BLINDS FOR ALL EXISTING WINDOWS TO REMAIN AND/OR NEW WINDOWS SHALL BE INCLUDED IN

CONTRACT.

BID ALT #4

BID ALT #3BID ALT #2

A

TEMPERED

GLAZING NOTE: SEE SCHEDULE FOR

DOOR WIDTH AND HEIGHT

3'-6"

B1

SEE DOOR SCHEDULE FOR

WIDTH AND HEIGHT OF DOORS

2"

2"

2

4"

2"

INTERIOR FINISHES

FLOORS WALLS

CEILINGS

MISC.

LOGO DESIGN AT BOARD ROOM ENTRY WALL

PROVIDED BY OWNER

CARPET TILE (CPT1)

MFR.: INTERFACE

STYLE: OPEN AIR NEUTRALS

404 COLORLINE, 24"x24"

INSTALL: NON-DIRECTIONAL

COLOR: GRANITE #106751

CERAMIC TILE (CT1)

MFR.: DALTILE

STYLE: ARTICULO, 12"x24"

COLOR: COLUMN GREY #AR09

PAINT (P1 & P2)

MFR.: DUNN EDWARDS

STYLE: EGG SHELL (P1) / EPOXY (P2)

COLOR: SWISS COFFEE #DEW341

CERAMIC WALL TILE (WT1)

MFR.: DALTILE

STYLE: ARTICULO, WAVE WALL TILE 6"x18"

COLOR: COLUMN GREY #AR09

SUSPENDED ACOUSTICAL (SA1)

MFR.: ARMSTRONG

STYLE: CORTEGA 2'x2' SQ.

LAY-IN

COLOR: WHITE

RUBBER BASE (RB1)

MFR.: ROPPE

STYLE: 4" HIGH STANDARD COVE

COLOR: BLACK BROWN #193

TOILET PARTITIONS

MFR.: SCRANTON PRODUCTS

STYLE: HINEY HIDERS, HDPE

ORANGE PEEL FINISH

COLOR: CHARCOAL GREY

TILE BASE & TOP OF WAINSCOT TO BE:

MFR.: SCHLUTER

STYLE: RONDEC-DB (T.O. WAINSCOT)

DILEX-AHK (COVE BASE)

COLOR: SATIN ANODIZED ALUMINUM

H.M. DOOR FRAMES (P3)

MFR.: DUNN EDWARDS

STYLE: SEMI-GLOSS

COLOR: CHARCOAL SMUDGE #DE6370

ALUMINUM HORIZONTAL BLINDS (ADD ALT.)

MFR.: SWF CONTRACT

STYLE: CLASSICS, S3000

COLOR: BRUSHED PEWTER #756

4" HIGH RUBBER

COVE BASE

CARPET

FLUSH COVE, FULL SETTING BED

PAVER FLOOR TILE OVER

SETTING BED

PAVER TILE COVE BASE

GROUT JOINT

JOINT SEALANT

CERAMIC WALL TILE

TILE BACKER BEHIND TILE

WALL FRAMING

CONCRETE FLOOR SLAB WITH

RECESS FOR PAVER FLOOR

TILE INSTALLATION

2"

CTEMPERED

GLD

3'-6"

TEMPERED GL

MTL

PANEL

(V.I.F.)

12'-6 5/8"

2'-0"

(V.I

.F.)

5'-4"

A

NOTE: SEE A002 FOR HOLLOW METAL

FRAMES DETAILS

2'-0"

(V.I

.F.)

5'-4"

(V.I.F.)

8'-3 3/4"

B

NOTE: SEE A002 FOR HOLLOW METAL

FRAMES DETAILS

DOOR NOTESA. FRAMES ARE HOLLOW METAL U.N.O., PAINTED "P3"

B. ALL EXTERIOR FRAMES TO BE GROUTED SOLID

C. ALL INTERIOR FRAMES TO BE FILLED WITH MONOKOTE

D. ALL EXIT DOORS SHALL BE ABLE TO OPEN FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL

KNOWLEDGE OR EFFORT.

E. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE

ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO

OPERATE.

F. DOOR HANDLES, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MIN TO 48" MAX

ABOVE FINISHED FLOOR. LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL

OPERATION ARE PERMITTED AT ANY HEIGHT.

FINISH NOTES1. ALL ROOMS (EXCEPT RESTROOMS)

TO RECEIVE NEW CARPET, NEW

VINYL BASE AND PAINT ALL

INTERIOR WALLS, U.N.O.

2. TOILET ROOMS TO RECEIVE

WATER RESISTANT PAINTED

WALLS, NEW FLOOR TILE, NEW

METAL TRIM BASE, NEW TOWEL

DISPENSER, NEW SOAP

DISPENSER, & NEW MIRROR.

WATER CLOSET STALLS TO HAVE

NEW TOILET PAPER DISPENSER.

WOMEN'S AND UNISEX TLT TO

RECEIVE A SANITARY NAPKIN

DISPOSAL.

3. CLEAN, BLOCK FILL AND PAINT

EXISTING AND NEW EXTERIOR

WALLS W/ ELASTOMERIC COATING.

RICHARD J.

CLUTTER

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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15321795.00

A001

FINISH, DOOR & WINDOW SCHEDULES

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/8" = 1'-0"

L1 FLOOR PLAN - FINISH

INTERIOR FINISH SCHEDULE

RO

OM

NO

.

ROOM NAME FLOOR BASE

WALLS

CEILING

FINISH

CEILING

HEIGHT REMARKSNORTH EAST SOUTH WEST

101 IT OFF 1 EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

102 IT OFF 02 EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

104 IT STOR EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

105 STO EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

106 STO EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

107 STORAGE CONC RB P1 P1 P1 P1 P1 10'-0"

108 IT WORKROOM EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

109 STO CONC. RB P1 P1 P1 P1 P1 10'-0"

110 TABLE CONC. RB P1 P1 P1 P1 P1 10'-0"

111 BOARD ROOM CPT1 RB P1 P1 P1 P1 P1 9'-11" LOGO ON ANGLED WALL

112 RECEPTION CPT1 RB P1 P1 P1 P1 P1 9'-0"

113 WOMEN CT1 CB WT1/P2 WT1/P2 WT1/P2 WT1/P2 P2 9'-0"

114 VEST CPT1 RB P1 P1 P1 P1 P1 9'-11"

115 OFF 01 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

116 HALL CPT1 RB P1 P1 P1 P1 SA1 9'-0"

117 MEN CT1 CB WT1/P2 WT1/P2 WT1/P2 WT1/P2 P2 9'-0"

118 OFF 02 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

119 CONF CPT1 RB P1 P1 P1 P1 SA1 9'-0"

120 OFF 03 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

121 STO CPT1 RB P1 P1 P1 P1 SA1 9'-0"

122 HALL CPT1 RB P1 P1 P1 P1 SA1 9'-0"

124 OFF 05 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

125 STO CPT1 RB P1 P1 P1 P1 SA1 9'-0"

126 BREAK RM CPT1 RB P1 P1 P1 P1 SA1 9'-0"

127 OFF 04 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

128 OFF 07 CPT1 RB P1 P1 P1 P1 SA1 9'-0"

129 TRANS EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

132 STO EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

133 STO EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

134 STO EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

135 UNISEX TLT CONC. RB P2 P2 P2 P2 P2 10'-0"

136 RECORDS EXIST EXIST EXIST EXIST EXIST EXIST EXIST 10'-0"

DOOR SCHEDULE

NUM

BER

DOOR FRAME

HARDW

ARE S

ET

REMARKS

DOOR

TYPE MATERIAL

SINGLE

PAIR

WIDTH HEIGHT THICKNESS

TYPE

MATERIAL

102 B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

104 B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

107 B HM X - 3'-0" 7'-0" 1 3/4" HM 3.0 BID ALT #1

108 B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

111 B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

113 B WD X - 3'-0" 7'-0" 1 3/4" HM 7.0

114A 1.0 BID ALT #1

114B 1.0 BID ALT #1

115 A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

116 A WD X - 3'-0" 7'-0" 1 3/4" HM 5.0

117 B WD X - 3'-0" 7'-0" 1 3/4" HM 7.0

118 A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

119A A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

119B B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

120 A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

124 A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

126 B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

127 A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

128A A WD X - 3'-0" 7'-0" 1 3/4" HM 6.0

128B B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

129A B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

129B B HM X - 3'-0" 7'-0" 1 3/4" HM 2.0 BID ALT #1

135 B HM X - 3'-0" 7'-0" 1 3/4" HM 4.0 BID ALT #1

136 B HM X - 3'-0" 7'-0" 1 3/4" HM 3.0 BID ALT #1

1/4" = 1'-0"

DOOR TYPES1/4" = 1'-0"

TYP DOOR FRAME

6" = 1'-0"

K21 CARPET BASE DETAIL

3" = 1'-0"

F21 PAVER TILE BASE

XC HM

HM -

- 3'-0"

X

7'-0"

3'-0" 7'-0"

1 3/4"

1 3/4"

HM

HMD1/4" = 1'-0"

H10 WINDOW A

1/4" = 1'-0"

E10 WINDOW B# REVISIONS / SUBMISSIONS DATE

WATER CLOSET (WALL MOUNTED)

ACCESSIBLE WATER CLOSET (WALL MOUNTED)

URINAL

ACCESSIBLE LAVATORY

SANITARY NAPKIN DISPOSAL UNIT (N.I.C.)

RECESSED PAPER TOWEL DISPENSER AND RECEPTACLE (N.I.C.)

SURFACE MOUNTED PAPER TOWEL DISPENSER (N.I.C.)

TOILET PAPER ROLL HOLDER (N.I.C.)

MIRROR

GRAB BAR

SOAP DISPENSER (N.I.C.)

ACCESSIBLE URINAL

NOTE: PROVIDE BLOCKING AS REQUIRED FOR ALL N.I.C. AND CONTRACT ACCESSORIES.

LAVATORY

6" METAL STUDS @ 16" O.C.

ACCOUSTICAL INSULATION.

5/8" GYP. BD.

CB

3 5/8" METAL STUDS @ 16" O.C.

ACCOUSTICAL INSULATION.

5/8" GYP. BD.

3 5/8" METAL STUDS @ 16" O.C.

(6" METAL STUDS AT RESTROOM.)

ACCOUSTICAL INSULATION.

5/8" GYP. BD.

NOTES:1. ALL GYPSUM BOARD TO BE

5/8" TYPE 'X' UNLESS NOTED OTHERWISE.

2. ALL WALLS FULL HEIGHT TO ROOF DECK (SOUND BATTS & GYP BOARD ONE SIDE TO DECK & ADJACENT GYP. 6" ABOVE FIN. CEILING. WHERE OCCURS).

3. WATER RESISTANT GYPSUM BOARD TO BE SUBSTITUTED FOR GYPSUM BOARD AT WALLS BEHIND AND ADJACENT TO PLUMBING FIXTURES.

4. GYPSUM BOARD TO ROOF DECK CAN BE DELETED AT SIDES OF WALLS WITH GYP. BOARD CEILING.

5. ALL EXTERIOR CMU WALLS TO RECEIVE WATER REPELLANT.

7 1/4"

A

EXISTING MASONRY WALL

19" M

AX.

ACCESSIBLEWATER CLOSET GRAB BAR GRAB BAR

STANDARDWATER CLOSET

TOILET TISSUEDISPENSER/SHELF

12" MAX. 42" MIN.

54" MIN.

36" M

AX.

36" M

AX.

26 3

/4"

44" M

AX.

24" MIN. 12" MIN.

36" MIN.

15"

19" M

IN.

8"

FEM. NAPKIN DISPOSAL

SOAP DISPENSER

PAPER TOWELDISPENSER(FOLDED)

STANDARD LAVATORY

ACCESSIBLE LAVATORY

48"

48"

48" M

AX. FRO

NT

APPRO

ACH

54" M

AX. SIDE

APPRO

ACH

NO OBSTRUCTION IN THIS AREAINSUL. PIPES PERA.D.A. REQ'MTS

9" M

IN.

6" MAX. 8" MIN.

17" MIN.

31 3

/8"

34"

28 7

/16"

27" M

IN.

29" M

IN.

34" M

AX.

32"

28" M

AX.

40"

TO

TO

P O

F B

AR

TO

TO

P O

F B

AR

45"39"-41"

18"

40

"

39"-41"

17" M

IN.

19" M

AX.

MIRROR

34"

34" M

AX. TO

BO

TTO

M O

FREFLECTIVE

SUR

FACE

VERTICAL HANGER WIRES 12ga AT 4'-0" ON CENTER

CROSS

RUNNE

R

MAIN RUNNER

A-

TYP

A

12'-0

"TYP

TYP12'

-0"

4'-0"

MAX

FIRST LINE OF BRACING 4'-0"MAX FROM WALL BOUNDARY

CEILING SUSPENSIONSYSTEM

NOTE: FOR METAL ACCOUSTICAL SUSPENSION ASSEMBLIES. (SIMILAR FOR METAL SUSPENSION SYSTEM OF GYP BOARD)

NOTE: INSTALL AS A "FREE FLOATING SYSTEM" FOR SEISMIC DESIGN CATEGORY C.

18 GA. 3"x3" ANGLE SUPPORT

HANGER WIRE

1 5/8" COLD ROLLED CHANNEL

FIRE RATED GYP BD7/8" FURRING CHANNELCASING BEAD

LINE OF WALL - SEE PLANS

SEALANT TYP. 1/4"

VARIES - SEE RCPB.O. CEILING

6"

5/8" GYPSUM BOARD,PAINTED OVER WALL ASSEMBLY WHERE OCCURS

SEE WALL TYPES

WALL ASSEMBLY

INSULATION WHEREOCCURS PER PLANAND WALL TYPES

LAY-IN ACOUSTICALCEILING TILE PERSPECIFICATIONS

12ga HANGER WIRE, TYP.TIE TO STRUCTUREABOVE

LAY-IN ACOUSTICALCEILING TILE BOTHSIDES OF WALL WHEREOCCURS

ACOUSTICAL INSULATION WHERE OCCURS

SEALANT CONT. @ DOOR FRAME BOTH SIDES

HM DOOR FRAME

6

DOOR, SEE SCHEDULE.5

4

3

5/8" GYP. BOARD 2

METAL STUDS PER PLAN1

CERAMIC TILE WHERE OCCURS

7

5

6

7

1

2

3

4

SEALANT CONT. @ DOOR FRAME

ANCHORS, 3 PER JAMB

DOUBLE STUDS

1

HM DOOR FRAME1

1

1

5/8" GYP. BOARD EA. SIDE

1

METAL STUDS PER PLAN1

DOOR, SEE SCHEDULE1

1

1

1

1

1

1

1

SOUND BATT INSULATION

1

*SEE PLAN FOR WALL TYPES AND ACTUAL DIMENSION

1

1

GYPSUM BOARD (SEE WALL TYPES)

METAL STUDS-16ga INTERIOR, 14ga EXTERIOR

CONT. TOP TRACK18ga SEE 113/S103

SOUND BATTS (SEE WALL TYPES)

STRUCTURE, SEE STRUCTURAL

ATTACH TO STRUCTURE PER 117/S103

LATERALLY BRIDGE & BLOCK STUDS PER 114/S103

FIN. CEILING

DEFLECTION TRACK

PROVIDE 1/2" MIN. GAP BETWEEN T.O. STUDS & TRACK. DO NOT FASTEN STUDS TO TRACK.

1/2"

FIRE-SAFING WHERE REQUIRED

5/8" GYPSUM BOARD - SEE WALL TYPES

METAL STUDS16ga INTERIOR, 14ga EXTERIOR

CONCRETE SLAB - SEE STRUCTURAL

SOUND BATTS -SEE WALL TYPES

UNPUNCHED 18ga METAL STUD TRACK. ATTACH PER 115/S103

1/2"

SEALANT EACH SIDE UNDER TRACK

GLAZING - SEE WINDOW TYPES

EXT.

INT.

SOLID GROUT AT JAMB

FRAME ANCHOR, 3 PER JAMB

GLAZING STOP

1/2"

CMU WALL

CONT. SEALANT, BOTH SIDES OF FRAME

HOLLOW METAL JAMB

EXTERIOR

INTERIOR

CMU WALL - SEE WALL TYPES

H.M. FRAME GROUT SOLID.

CONTINUOUS SEALANTBOTH SIDES OF FRAME

INSULATED GLAZING AND WINDOWSYSTEM PER SCHEDULE

1/2"REINFORCING STEEL - SEE STRUCTURAL

SEALANT (TYP.) BOTH SIDES

WINDOW - SEE WINDOW TYPES

GROUTED SOLID HOLLOW METAL FRAME -SEE WINDOW TYPES

FRAME ANCHOR AT JAMB

HOLLOW METAL FRAME & STOP

CMU WALL - SEE FLOOR PLANS & EXT. ELEVS. FOR TYPE & MATERIAL

INTERIOR EXTERIOR

1/2"

GLAZING AND WINDOWSYSTEM PER SCHEDULE

FOAMED INSULATION AT MULLIONS

RICHARD J.

CLUTTER

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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September 24, 2021

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15321795.00

A002

DETAILS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/4" = 1'-0"

N1 PLUMBING FIXTURE LEGEND

1" = 1'-0"

J1 WALL TYPES

3/8" = 1'-0"

M9 PLUMBING FIXTURE & TOILET ACCESSORIES MOUNTING SCHEDULE

1 : 1

A1 CEILING BRACING3" = 1'-0"

A13 CEILING JOINT @ WALL3" = 1'-0"

A7 CEILING TILE @ WALL

3" = 1'-0"

L13 H.M. DOOR HEAD @ METAL FRAMING3" = 1'-0"

L17 H.M. DOOR JAMB @ METAL FRAMING

3" = 1'-0"

E17 PART. FRAME TO ROOF STRUCT

3" = 1'-0"

A17 PARTITION FRAMING TO SLAB

3" = 1'-0"

J9 H.M. WINDOW JAMB @ CMU

3" = 1'-0"

E5 H.M. WINDOW SILL @ CMU (EXT)3" = 1'-0"

E1 H.M. WINDOW HEAD @ CMU3" = 1'-0"

E9 H.M. WINDOW MULLION INT.# REVISIONS / SUBMISSIONS DATE

1

1

1 2

22

111

1

111

11

3

3

3

3

44444

4

4

4

5

5 4

55

5

5

5

5

5

6 6

5 88

5

1

33

1

4

5

7 7

7

8

BID ALT #4

BID ALT #3BID ALT #2

NOTE:

1. SEE "BASE BID & ALTERNATES" NOTES ON G001 FOR MORE INFORMATION.

5'-0"

IT OFF 1101

IT OFF 02102

IT STOR104

STORAGE107

IT

WORKROOM108

BOARD

ROOM111

WOMEN113

MEN117

VEST114

OFF 01115

OFF 02118

OFF 03120

OFF 04127

OFF 07128

BREAK RM126

OFF 05124

CONF119

TRANS129

RECORDS136

UNISEX

TLT135

RECEPTION112

STO

105

STO

106

STO

109

TABLE

110

HALL116

HALL122

STO

121

STO

125

STO

132

STO

133

STO

134

9'-2 1

/4"

1

22

2

2

22 2

3 3

4

9'-5"

ALIGNALIGN

4" 6'-0"

2

2

5

5

55

5

55 5

5

6

77

8

88

8

BID ALT #4

BID ALT #3BID ALT #2

NOTE:

1. SEE "BASE BID & ALTERNATES" NOTES ON G001 FOR MORE INFORMATION.

KEYNOTES-DEMO1. REMOVE PLUMBING FIXTURE, REMOVE OR CAP

PLUMBING AS REQ'D

2. EXISTING PLUMBING FIXTURE TO REMAIN

3. REMOVE ALL RESTROOM STALLS, COUNTERS,

MIRRORS, SOAP DISPENSERS, HAND TOWEL

DISPENSERS, SANITARY KNAPKIN DISPENSERS AND

REPAIR & REFINISH SURFACES AS REQ'D.

4. REMOVE DOOR, INFILL WALL FINISH TO MATCH

ADJACENT.

5. REMOVE WALL & DOORS WHERE APPLICABLE, REPAIR

ADJACENT FINISHES

6. CUT IN NEW DOOR

7. CUT & REPAIR CONC. SLAB ON GRADE AS REQ'D FOR

NEW PLUMBING FIXTURE(S)

8. REMOVE DOOR AND FRAME, LEAVE OPENING,

REPAIR AND FINISH TO MATCH ADJACENT AS REQ'D.

#

KEYNOTES-NEW1. NEW TYPE "A" WALL

2. NEW TYPE "C" WALL

3. NEW TYPE "B" FURRED PLUMBING WALL

4. SERVER RACKS PER OWNER

5. NEW DOOR AND FRAME PER SCHEDULE, SEE L1/A001

6. FINISH OPENING, MATCH ADJACENT FINISHES, SEE

L1/A001

7. NEW GROUND MOUNTED MECHANICAL UNIT PER

MECHANICAL.

8. WALL MOUNTED FIRE EXTINGUISHER IN CABINET

#

GENERAL NOTESA. ALL DOOR FRAMES IN STUD WALLS

B. ALL DOOR FRAMES IN STUD WALLS SHALL BE 4" OFF

OF PERPENDICULAR INCOMING WALLS U.N.O.

C. ALL WALL DIMENSIONS ARE TO THE FACE OF STUD,

OR FACE OF MASONRY, OR TO THE CENTERLINE OF

COLUMN. U.N.O.

D. PROVIDE TREATED BLOCKING IN WALLS AT TOILET

ACCESSORIES AS REQUIRED.

E. SEE DETAILS FOR TYP. CONTROL JOINTS IN GYP.BD.

& CMU WALLS.

F. ALL DEMO AREAS SHALL BE PREPARED TO RECEIVE

NEW MATERIALS AND FINISHES.

G. FIELD VERIFY ALL EXISTING CONDITIONS BEFORE

COMMENCING WORK.

H. REMOVE ALL PANELING, TRIM ON EXISTING WALLS

DOWN TO GYP BD AND REPAIR AS REQ'D, IF GYP BD

IS BEYOND REPAIR OR NOT EXISTING APPLY NEW

5/8" GYP BD AS REQ'D.

I. CONDTITION CONCRETE FLOOR FINISH IS UNDER

CARPET AND TILE AND IS UNKNOWN. CONTRACTOR

SHALL INCLUDE IN CONTRACT AN AMOUNT REQUIRED

PER INDUSTRY STANDARDS.

6"9"

1/2" RADIUS

CORNERS

5/8" HIGH

TEXT

RAISED

COORDINATE BACKING

REQTS. PER SIGNAGE MFR.

RAISED

BRAILLE

WOMEN MENSTAFF

RESTROOM

5'-0

"

5'-0

"

4"

2"

4"

OCCUPANCY

SIGN SEE DET

TACTILE EXIT

SIGN SEE DET

4" CLR.

4" CLR. DOOR/LITE

FRAME

ROOM SIGN

SEE DET

1. ALL ROOM NAME & EXIT SIGNS SHALL BE MOUNTED

ON THE PULL SIDE OF SINGLE DOORS (UNLESS

NOTED OTHERWISE ON PLANS) OR AS DIRECTED BY

ARCHITECT IN FIELD.

2. ALL SIGNS SHALL BE ANCHORED TO WALLS IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR THAT WALL TYPE.

3. PROVIDE OCCUPANCY AND TACTILE EXIT SIGNS AT

ALL DOORS EXITING FROM ASSEMBLY

OCCUPANCIES.

4. PROVIDE TACTILE SIGNAGE AT ALL RESTROOMS.

7"

ETCHED

METAL SIGN

W/ PAINTED

BACKGROUND

2" RAISED

TEXT

COUNTERSUNK

TAMPERPROOF

SCREWS &

EXTERIOR

LOCATIONS

1/2" RADIUS BRAILLE

1 1/

4"

2"

1 3/4"

NOTE: SEE DET FOR SIGN LOCATION FOR

ADDITIONAL INFORMATION.

ETCHED

GRAPHIC

ETCHED

METAL

SIGN

HOLES &

COUNTERSUNK

TAMPERPRO

OF SCREWS @

EXTERIOR

LOCATIONS

1/2" RADIUS

3/4" RAISED TEXT (PROVIDE HC

GRAPHIC & SYMBOL IN LIEU OF TEXT

@ ALL TOILETS)

BRAILLE

VERIFY

WITH

ARCHITEC

T

A107

6"

6"CLASSROOM

5/8"

RAISED

TEXT

1/2" RADIUS

1 1/2" RAISED TEXT SEE

CODE SHEET FOR

OCCUPANCY CALCULATION

ETCHED METAL

SIGN

1/2" RAISED

TEXT

MAXIMUM OCCUPANCY

0000

4"

MO

UNT

7'-8"

A.F

.F.

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A100

FLOOR PLANS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/8" = 1'-0"

L1 FLOOR PLAN - DEMO

1/8" = 1'-0"

E1 FLOOR PLAN - NEW

3" = 1'-0"

A13 RESTROOM SIGNAGE1/4" = 1'-0"

A17 SIGN LOCATION-ASSEMBLY6" = 1'-0"

A1 VISUAL TACTILE EXIT SIGN6" = 1'-0"

A5 ROOM SIGNAGE-NUMBER6" = 1'-0"

A9 OCCUPANCY SIGN

# REVISIONS / SUBMISSIONS DATE

WOMEN113

A101

N17

N13

N9

N5

1 1

3 456

77

9

9

103

47

10

11

TYP.

4'-0"

77

1

7

9

10

11

3

4 5

6

10

11

4'-0"

MEN117

A101

J17

J13

J9

J5

1 2

34 5 6

7

9

10

1

7

910

11

33

4 56 6

12

BID ALTERNATE #2

27 10

11

2 3

4

10

11

3

45

6

10

11

TYP.

4'-0"

UNISEX

TLT135

A101

E9

E13E5

E17

1 1

334 5

66

8 8

9 9

BID ALTERNATE #2

1

49 12

8

12

BID ALTERNATE #2

1

3

8

91212

BID ALTERNATE #2

8 8

BID ALTERNATE #2

KEYNOTES1. WATER CLOSET PER PLUMBING

2. URINAL PER PLUMBING

3. ADA COMPLIANT SINK PER PLUMBING

4. PAPER TOWEL DISPENSER W/ TRASH

5. SOAP DISPENSER

6. 24"x36" ADA COMPLIANT MIRROR

7. METAL 6'-0" TALL TLT STALL PARTITIONS

8. PLASTIC FLOOR TO CEILING TLT STALL

PARTITIONS

9. ADA COMPLIANT GRAB BARS

10. TILE

11. PAINT

12. EPOXY PAINT

#

GENERAL NOTESA. ALL DOOR FRAMES IN STUD WALLS

B. ALL DOOR FRAMES IN STUD WALLS SHALL BE 4" OFF

OF PERPENDICULAR INCOMING WALLS U.N.O.

C. ALL WALL DIMENSIONS ARE TO THE FACE OF STUD,

OR FACE OF MASONRY, OR TO THE CENTERLINE OF

COLUMN. U.N.O.

D. PROVIDE TREATED BLOCKING IN WALLS AT TOILET

ACCESSORIES AS REQUIRED.

E. SEE DETAILS FOR TYP. CONTROL JOINTS IN GYP.BD.

& CMU WALLS.

F. ALL DEMO AREAS SHALL BE PREPARED TO RECEIVE

NEW MATERIALS AND FINISHES.

G. FIELD VERIFY ALL EXISTING CONDITIONS BEFORE

COMMENCING WORK.

H. REMOVE ALL PANELING, TRIM ON EXISTING WALLS

DOWN TO GYP BD AND REPAIR AS REQ'D, IF GYP BD

IS BEYOND REPAIR OR NOT EXISTING APPLY NEW

5/8" GYP BD AS REQ'D.

I. CONDTITION CONCRETE FLOOR FINISH IS UNDER

CARPET AND TILE AND IS UNKNOWN. CONTRACTOR

SHALL INCLUDE IN CONTRACT AN AMOUNT REQUIRED

PER INDUSTRY STANDARDS.

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15321795.00

A101

ENLARGED PLANS AND INTERIORELEVATIONS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/4" = 1'-0"

N1 ENLARGED WOMEN'S TLT (113)1/4" = 1'-0"

N5 ELEV-WOMEN'S TLT (113)-WEST1/4" = 1'-0"

N9 ELEV-WOMEN'S TLT (113)-NORTH1/4" = 1'-0"

N13 ELEV-WOMEN'S TLT (113)-EAST1/4" = 1'-0"

N17 ELEV-WOMEN'S TLT (113)-SOUTH

1/4" = 1'-0"

J1 ENLARGED MEN'S TLT (117)1/4" = 1'-0"

J5 ELEV-MEN'S TLT (117)-WEST

1/4" = 1'-0"

E9 ELEV-UNISEX TLT (135)-NORTH

1/4" = 1'-0"

J9 ELEV-MEN'S TLT (117)-NORTH1/4" = 1'-0"

J13 ELEV-MEN'S TLT (117)-EAST1/4" = 1'-0"

J17 ELEV-MEN'S TLT (117)-SOUTH

1/4" = 1'-0"

E1 ENLARGED UNISEX TLT (135)1/4" = 1'-0"

E5 ELEV-UNISEX TLT (135)-WEST1/4" = 1'-0"

E13 ELEV-UNISEX TLT (135)-EAST1/4" = 1'-0"

E17 ELEV-UNISEX TLT (135)-SOUTH# REVISIONS / SUBMISSIONS DATE

A200D1A200 D11

A200

A1

A101

E9

E13E5

E17

A101

J17

J13

J9

J5

A101

N17

N13

N9

N5

10'-7 3

/8"

5'-0"

10'-4 5

/8"

IT OFF 1

101

IT OFF 02

102

IT STOR

104

STORAGE

107

IT WORKROOM

108BOARD ROOM

111

WOMEN

113

MEN

117

VEST

114

OFF 01

115OFF 02

118

OFF 03

120

OFF 04

127

OFF 07

128

BREAK RM

126

OFF 05

124

CONF

119

TRANS

129

RECORDS

136UNISEX TLT

135

RECEPTION

112

STO

105

STO

106

STO

109

TABLE

110

HALL

116

HALL

122

STO

121

STO

125

STO

132

STO

133

STO

134

9'-2 1

/4"

4

9'-5"

ALIGN

4" 6'-0"

BID ALT #4

BID ALT #3BID ALT #2

10'-8 5

/8"

4'-7 1

/8"

15'-11 1

/8"

17'-10 3

/4"

11'-10 5/8" 14'-5 1/8" 29'-8"

4'-7 3/8"

30'-5 1/8" 10'-7 3/8"9'-3 3/8"

10'-7 3/8" 16'-5 3/8" 14'-1 1/4"

4'-8 3/8"

14'-6 3/8" 15'-9 3/4" 26'-2 1/8"

26'-0"

27'-6"

11'-10"

5'-0 5

/8"

10'-7 3

/8"

15'-2 1

/8"

12'-3 7

/8"

26'-0"

34'-6 5

/8"

4'-8 3

/8"

11'-5"

11'-0 5/8" 3'-8 1/4" 11'-4 3/8"11'-3 5/8" 3'-9 5/8" 11'-1 5/8"

20'-1 1

/4"

5'-10 3

/4"

10'-2 5/8" 15'-10 5/8"

3'-0"

7' - 7"

12' - 2"

DIMENSION NOTES:

1. ALL DIMENSIONS TO EXISTING CONDITIONS ARE APPROXIMATE, TO BE VERIFIED IN

FIELD.

26'-0"

26'-0"

26' - 7" 64' - 6" 31' - 10" 64' - 8" 26' - 1"

50' - 8"

50' - 5"

26' - 3" 26' - 1"

161' - 0"

4' - 9" 1' - 10

"

1' - 10

"

4' - 9"

A200

G1

NOTE:

1. SEE "BASE BID & ALTERNATES NOTES ON G001 FOR MORE INFORMATION.

FIRST FLOOR

0' - 0"

ROOF BEARING

10' - 0"

FIRST FLOOR

0' - 0"

ROOF BEARING

10' - 0"

FIRST FLOOR

0' - 0"

ROOF BEARING

10' - 0"

2' - 0"5' - 4"

7' - 4"

15' - 0"

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A200

DIMENSIONED FLOOR PLAN /EXTERIOR ELEVATIONS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/8" = 1'-0"

K1 FLOOR PLAN - NEW DIMENSIONED

3/32" = 1'-0"

D1 ELEVATION EAST

3/32" = 1'-0"

A1 ELEVATION SOUTH

3/32" = 1'-0"

D11 ELEVATION WEST

3/32" = 1'-0"

G1 ELEVATION NORTH

# REVISIONS / SUBMISSIONS DATE

BID ALT #4

BID ALT #3BID ALT #2

NOTE:

1. SEE "BASE BID & ALTERNATES NOTES ON G001 FOR MORE INFORMATION.

13

1

1

1

1

1

1

1

1

1

1

1

1

5

2

22

23

3

3

3

3

3

3

3

33

3

3

3

3

3

5

P P P

PP

P P

P

P

P

P

P

3

3

5

5

4

4

4

4

4

6

66

10' - 0"

10' - 0"10' - 0"

10' - 0"

10' - 0" 10' - 0"

9' - 11"

9' - 0"

9' - 0"

9' - 11"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0" 9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"10' - 0"BID ALT #4

BID ALT #3BID ALT #2

NOTE:

1. SEE "BASE BID & ALTERNATES NOTES ON G001 FOR MORE INFORMATION.

KEYNOTES-NEW1. 2x2 SUSPENDED ACT CEILING @ 9'-0".

2. SUSPENDED PAINTED GYP BD CEILING @ 9'-0".

3. CEILING FINISH TO REMAIN AS IS, REPAIR, INFILL

& FINISH AS REQ'D WHERE WALLS HAVE BEEN

REMOVED, REPLACE OR PLACE LIGHT FIXTURES PER

ELECTRICAL DRAWINGS. PAINT WHOLE CEILING.

4. EXPOSED SPIRAL DUCT, SEE MECHANICAL DRAWINGS

FOR SIZE. ALL TRANSITIONS WITH WALLS AND

CEILING TO BE COVERED WITH A METAL FLANGE OR

BOOT. ALL REGISTERS TO MATCH DUCT FINISH.

5. NEW PAINTED 5/8" GYP BD CEILING SCREWED

DIRECTLY TO EXISTING CEILING AS REQ'D.

6. PAINT SOFFIT, CONDUIT AND POSTS

#

GENERAL NOTESA. USE THIS SHEET FOR LAYOUT PURPOSES, SEE

ELECTRICAL DRAWINGS FOR LIGHTING

INFORMATION AND MECHANICAL DRAWINGS FOR

MECHANICAL INFORMATION.

B. ALL EXPOSED CONDUIT, PIPING, DUCT, ETC. AT

SPACES WITHOUT DROPPED CEILING SHALL BE RUN

AS CLEAN, NEAT AND ORGANIZED AS POSSIBLE FOR

AN AESTHETICALLY PLEASING SPACE (TIGHT TO

FINISHED CEILING AS POSSIBLE). ITEMS TO BE

PAINTED TO MATCH CEILING COLOR.

C. SEE TYPICAL CEILING DETAILS.

D. PAINT ALL NEW SHEETROCK CEILINGS AND CEILINGS

TO REMAIN.

CEILING LEGEND

2'x4' FLUORESCENT LIGHT FIXTURE - SEE

ELECTRICAL

PAINTED GYPSUM CEILING / SOFFIT

FLUSH FLUORESCENT LIGHT FIXTURE - SEE

ELECTRICAL

SUPPLY AIR DIFFUSER / RETURN AIR

REGISTER - SEE MECHANICAL

DOWNLIGHT - SEE ELECTRICAL

4' STRIP FLUORESCENT LIGHT FIXTURE - SEE

ELECTRICAL

EXISTING ACOUSTICAL CEILING GLUED TO

GYB BD, SCREWED TO UNDERSIDE OF

STRUCTURE.

EXHAUST FAN REGISTER - SEE MECHANICAL

2'x2' SUSPENDED ACOUSTICAL CEILING - TYPE

SA2 PER FINISH SCHEDULE

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DESIGNED BY:

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A400

REFLECTED CEILING PLANS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/8" = 1'-0"

J1 REFLECTED CEILING PLAN-EXISTING

1/8" = 1'-0"

A1 REFLECTED CEILING PLAN-NEW

# REVISIONS / SUBMISSIONS DATE

1

2

2

1 1

1

2

3

3

3 3

3 4

4

4444

4

4

4

2

1

1

2

2

2

KEYNOTES-ROOF DEMO

1. REMOVE AND DISPOSE OF DUCTWORK. REPAIR ROOF

SHEATHING AND ROOFING SYSTEM FOR A

WATERTIGHT ASSEMBLY AS REQUIRED.

2. MECHANICAL UNITS AND DUCTWORK TO REMAIN PER

MECHANICAL, PROTECT IN PLACE.

3. EXISTING MEMBRANE ROOFING WITH NO

WARRANTIES AT TIME OF BID.

4. ASPHALT SHINGLE ROOFING WITH NO WARRANTIES

AT TIME OF BIDDING.

#

KEYNOTES-ROOF NEW

1. ROOF TOP MECHANICAL UNIT TO REMAIN PER

MECHANICAL DRAWINGS.

2. NEW DUCTWORK PER MECHANICAL DRAWINGS.

SUPPORT AS REQ'D AND REPAIR ROOFING AT

CONNECTIONS AND PENETRATIONS FOR A WATER

TIGHT CONNECTION.

#

RICHARD J.

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DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

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A500

ROOF PLANS

JOHN L, WYATT BUILDING

E FREMONT ST AND S 9TH ST, TOMBSTONE, AZ 85638

TOMBSTONE UNIFIED SCHOOL DISTRICT #1

1/8" = 1'-0"

J1 ROOF PLAN-DEMO

1/8" = 1'-0"

A1 ROOF PLAN-NEW

# REVISIONS / SUBMISSIONS DATE

MECHANICAL SPECIFICATIONSNOTE: NOT ALL SPECIFICATIONS MAY APPLY.

NOTICE TO OWNERS, ARCHITECTS AND CONTRACTORS REGARDING PRICING ESTIMATES1. UNDER NO CIRCUMSTANCES SHALL THESE DRAWINGS BE "FINAL" OR "HARD BID" UNTIL THE PROJECT IS FULLY PERMITTED.2. ALL PRELIMINARY PRICING EFFORTS SHALL BE CONSIDERED AS ESTIMATES ONLY AND SHALL INCLUDE SUCH CONTINGENCIES, ALLOWANCES, ALTERNATIVES, ETC. TO ACCOUNT

FOR MODIFICATIONS AND ADDITIONS THAT WILL OCCUR TO THE DRAWINGS DURING FINALIZATION OF THE DESIGN AND PERMITTING PROCESS.

SCOPE OF WORK1. THE WORK INCLUDED UNDER THIS SECTION CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT AND LABOR, AND THE PERFORMING OF ALL FUNCTIONS, EXCEPT AS

OTHERWISE SPECIFIED HEREIN OR SHOWN ON THE DRAWINGS TO BE PERFORMED BY OTHERS, AND FOR THE INSTALLATION OF ALL HEATING AND COOLING EQUIPMENT, PIPING AND ALL DUCTWORK, GRILLES,REGISTERS, ETC., INCLUDING ALL CONNECTIONS TO EACH SYSTEM AS SPECIFIED HEREIN AND SHOWN ON THE DRAWINGS. IT SHALL FURTHER INCLUDE FURNISHING AND INSTALLING ALL MISCELLANEOUS ITEMS REQUIRED FOR THE OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY CALLED OUT OR NOT.

2. SPECIAL INSPECTIONS: WHERE THE PLANS INDICATE SPECIAL INSPECTIONS AND REPORT, OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, HIRE AN INDEPENDENT THIRD PARTY INSPECTOR OR TESTING AGENCY TO PERFORM THE REQUIRED INSPECTIONS FOR THE TYPES OF WORK REQUIRED OR IDENTIFIED ON THE SPECIAL INSPECTION FORM. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE REGISTERED DESIGN PROFESSIONAL ENGINEER, PROVIDING TEST RESULTS AND STATING WHETHER THE ITEMS REQUIRING SPECIAL INSPECTION WERE IN COMPLIANCE WITH THE INSPECTION REQUIREMENTS. PROVIDE ADDITIONAL COST FOR ENGINEER'S SEALED LETTER OF APPROVAL.

COORDINATION1. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. COORDINATE WORK WITH ALL TRADES TO AVOID INTERFERENCE. INSTALLED HVAC

WORK WHICH INTERFERES WITH THE WORK OF OTHER TRADES DUE TO LACK OF COORDINATION SHALL BE RE-INSTALLED AT NO ADDITIONAL COST TO THE OWNER.2. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, PARTITIONS, WALLS, AND GENERAL CONSTRUCTION. 3. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH OTHER TRADES AFFECTED BY EACH OTHERS WORK.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS WHICH MAY AFFECT HIS WORK BEFORE SUBMITTING BIDS.5. PERFORMANCE OF ALL WORK SHALL BE SCHEDULED AS APPROVED BY THE OWNER. AVOID INTERFERENCE WITH FUNCTIONS IN OTHER PARTS OF THE FACILITY, AND COORDINATE

WITH THE WORK OF OTHER TRADES. SERVICES SHALL NOT BE INTERRUPTED WITHOUT WRITTEN PRIOR APPROVAL OF THE OWNER.6. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM THE ARCHITECT AND THE STRUCTURAL ENGINEER.7. PROTECT EXISTING BUILDING STRUCTURE AND GROUNDS FROM DAMAGE WHICH MAY OCCUR DURING DEMOLITION WORK. ANY DAMAGE TO THE EXISTING FACILITIES SHALL BE

REPAIRED, REPLACED, OR RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER.8. SPACE ABOVE CEILINGS IS CRITICAL - THE CONTRACTOR SHALL VERIFY SPACE ABOVE CEILING & COORDINATE WITH PLUMBING, ELECTRICAL, STRUCTURAL, FIRE PROTECTION,

ARCHITECTURAL, AND ALL OTHER TRADES INVOLVED BEFORE COMMENCEMENT OF WORK.

CODES AND PERMITS1. ALL MATERIALS, EQUIPMENT AND INSTALLATION MUST COMPLY WITH ALL APPLICABLE LAWS, CODES, RULES AND REGULATIONS, REQUIRED BY CITY, COUNTY AND STATE, AS WELL

AS FEDERAL REQUIREMENTS. 2. COMBUSTIBLE MATERIALS SHALL NOT BE USED IN A NON-COMBUSTIBLE BUILDING AS DEFINED BY THE BUILDING CODE. COMBUSTIBLE MATERIALS MAY BE PROTECTED AS

SPECIFIED BY THE ENGINEER AND ARCHITECT OF RECORD.3. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES AND FEES. 4. INSPECTIONS: FURNISH OWNER WITH CERTIFICATE OF INSPECTION AND APPROVAL BY LOCAL AUTHORITIES PRIOR TO FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL

WORK MUST BE INSPECTED.

EXISTING CONDITIONS1. PRIOR TO COMMENCING WORK, MECHANICAL CONTRACTOR SHALL CLEAN, TEST AND INSPECT ALL EXISTING MECHANICAL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS TO INSURE THAT ALL EQUIPMENT IS IN SATISFACTORY WORKING CONDITION. CONTRACTOR SHALL INCLUDE IN HIS BID THE REPLACEMENT OF FILTERS, CLEANING OF CONDENSATE DRAIN PANS AND DRAIN LINES, EVAPORATOR AND CONDENSER COILS AND THE REPLACEMENT OF FAN BELTS. CHARGE REFRIGERANT GAS AS REQUIRED. REPORT ANY DEFECTS/DEFICIENCIES TO OWNER/ARCHITECT IMMEDIATELY. SUBMIT ADDENDUM BID TO ACCOMMODATE ANY REPAIR/REPLACEMENTS AS REQUIRED.

2. VERIFY EXACT SIZE, LOCATION, ROUTING, ETC., OF ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, AIR DEVICES, THERMOSTATS, SENSORS, PIPING, ETC., WHICH ARE TO BE REMOVED, REPLACED, ABANDONED, REWORKED, ETC., AS REQUIRED AND SHOWN ON DRAWINGS.

3. MECHANICAL WORK SHOWN AS EXISTING IS FOR REFERENCE ONLY. FIELD VERIFY ALL EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY SHOULD THE FIELD CONDITIONS DIFFER FROM THE DRAWINGS IN SUCH A WAY AS TO COMPROMISE THE DESIGN.

4. CONTRACTOR SHALL ENSURE ALL SURFACES (FLOORS, WALLS, CEILINGS AND ROOF) ARE BROUGHT BACK TO ORIGINAL CONDITION IN ACCORDANCE WITH ARCHITECTS REQUIREMENTS AFTER MODIFICATIONS HAVE BEEN MADE. COORDINATE WITH GENERAL CONTRACTOR.

SEISMIC REQUIREMENTS (IF APPLICABLE FOR PROJECT LOCATION)1. COORDINATE WITH ARCHITECT AND STRUCTURAL ENGINEER FOR INFORMATION REGARDING THE REQUIRED SEISMIC ZONE FOR THE PROJECT.2. ROOF TOP UNITS SHALL BE SECURED TO THE ROOF CURBS PER MANUFACTURER'S REQUIREMENTS ACCORDING TO THE SEISMIC ZONE.3. ROOF CURBS SHALL BE SECURED TO THE ROOF IN AN APPROVED MANOR ACCORDING TO THE SEISMIC ZONE.4. PROVIDE DUCT AND PIPING SUPPORTS, PROPERLY BRACED ACCORDING TO SMACNA GUIDELINES FOR THE SEISMIC ZONE INDICATED.

PRODUCTS1. ALL PRODUCTS SHALL BE NEW AND UNUSED OF ESTABLISHED AND REPUTABLE AMERICAN MANUFACTURERS. ITEMS OF EQUIPMENT USED FOR THE SAME PURPOSE SHALL BE

OF THE SAME MANUFACTURER. 2. SYSTEMS SHALL BE COMPLETE AND OPERABLE. ANY ACCESSORIES REQUIRED FOR THE OPERATION OF THE SYSTEM SHALL BE INCLUDED AS THOUGH SPECIFICALLY INDICATED

TO BE PROVIDED. SUCH ACCESSORIES WOULD INCLUDE FILTERS, CONDENSATE DRAINS, RELIEF VALVES, SERVICE VALVES, THERMOSTATS, VIBRATION ISOLATORS, ETC. MOTOR STARTERS FOR PREWIRED EQUIPMENT (AND OTHER PROTECTION AND CONTROL DEVICES) ARE ALSO INCLUDED IN THIS SPECIFICATION.

3. SPECIFIC REFERENCE TO A MANUFACTURER'S PRODUCT IS ONLY TO ESTABLISH TYPE, QUALITY, AND PERFORMANCE REQUIRED. THESE QUALIFICATIONS ARE IN ADDITION TO THE REQUIREMENTS SHOWN ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS. LISTING OF ALTERNATE EQUIPMENT MANUFACTURERS SHALL NOT BE CONSTRUED AS AN UNCONDITIONAL APPROVAL OF THE PRODUCTS OF THOSE MANUFACTURERS.

4. ACCEPTABLE HVAC EQUIPMENT MANUFACTURERS: CARRIER, TRANE, YORK, LENNOX, APPROVED EQUAL OR AS SPECIFIED ELSEWHERE IN THESE DOCUMENTS.5. PROVIDE CLEARANCES AS PER MANUFACTURERS RECOMMENDATIONS.

SUBSTITUTIONS 1. SUBSTITUTIONS OF MATERIALS OR PRODUCTS SHOWN HEREIN SHALL BE BY OWNER'S, ARCHITECTS, OR ENGINEER'S WRITTEN APPROVAL. ANY DEVIATION FROM THESE DRAWINGS

WILL NOT BE ALLOWED. 2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ANY SUBSTITUTIONS AND COSTS OF CHANGES INCURRED BY OTHER TRADES DUE TO THE

SUBSTITUTIONS. OTHER TRADES INCLUDE: ELECTRICAL, PLUMBING, STRUCTURAL, ROOFING, OR ANY TRADE EFFECTED BY THE SUBSTITUTION.

SHOP DRAWING SUBMITTALS1. PRIOR TO PROCUREMENT, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW FOR ALL EQUIPMENT, INCLUDING THE FOLLOWING:

A. DIFFUSERS, REGISTERS, LOUVERS AND FLEXIBLE DUCTWORK.B. PACKAGED ROOFTOP UNITS, SPLIT-SYSTEM AIR HANDLING UNITS, CONDENSING UNITS, EVAPORATIVE COOLING UNITS AND EXHAUST FANS.C. THERMAL INSULATION, ACOUSTIC LINER AND FIRE DAMPERS.D. PIPING, SUPPORTS AND VALVES.E. AUTOMATIC TEMPERATURE CONTROLS.

THERMOSTATS, CONTROLS AND CONTROL WIRING 1. ALL CONTROL EQUIPMENT, INTEGRAL STARTERS, INTERLOCKING STARTERS, SMOKE DETECTORS, RELAYS, TRANSFORMERS, PANELS AND OTHER DEVICES SHOWN, SPECIFIED OR

NEEDED FOR A COMPLETE CONTROL SYSTEM ARE TO BE PROVIDED AND INSTALLED UNDER THIS MECHANICAL DIVISION. COMPONENTS AND WIRING NOT SHOWN, BUT REQUIRED FOR THE PROPER OPERATION OF EQUIPMENT OR CONTROL SYSTEMS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT.

2. POWER WIRING, LOW VOLTAGE WIRING AND RACEWAYS RELATED TO CONTROLS SYSTEMS ARE TO BE PROVIDED AND INSTALLED UNDER THE MECHANICAL DIVISION.3. INSTALLATION OF ALL EQUIPMENT, DEVICES AND WIRING SHALL CONFORM TO THE NATIONAL ELECTRIC CODE. ALL CONTROLS SHALL BE FURNISHED AND PROPERLY IDENTIFIED

WITH INSTRUCTIONS FOR PROPER CONNECTIONS. RESPONSIBILITY FOR PROPER CONNECTIONS AND OPERATION IS INCLUDED UNDER THE MECHANICAL CONTRACTORS RESPONSIBILITY. VERIFY ALL VOLTAGES, PHASES AND ELECTRICAL CONNECTIONS WITH THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT, AND IF DISCREPANCIES OCCUR, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

4. ALL TEMPERATURE CONTROLS ARE TO BE TESTED, ADJUSTED, AND CALIBRATED FOR PROPER OPERATION.5. COORDINATE EXACT THERMOSTAT MOUNTING HEIGHT ABOVE FINISHED FLOOR AND FINAL LOCATION WITH THE ARCHITECT.6. THERMOSTATS LOCATED ON EXTERIOR WALLS SHALL HAVE AN INSULATED SUB-BASE.

DUCT SMOKE DETECTORS1. FIELD VERIFY FOR PRESENCE OF EXISTING DUCT SMOKE DETECTORS. TEST AS REQUIRED BY INSPECTOR.2. WHERE NOT EXISTING, MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL DUCT SMOKE DETECTORS WHERE INDICATED ON THE DRAWINGS AND AS REQUIRED BY LOCAL

ADOPTED CODES, LOCAL AMENDMENTS, THE BUILDING OFFICIAL, AND FOR ANY AIR HANDLING SYSTEM WITH A CAPACITY GREATER THAN 2000 CFM. 3. SMOKE DETECTORS SHALL BE POWERED BY 24 VOLT POWER. POWER MAY BE TAKEN FROM UNIT CONTROL TRANSFORMER IF APPROVED BY MANUFACTURER WITHOUT VOIDING

WARRANTY. IF MANUFACTURER WILL NOT ALLOW ADDITIONAL CONTROL CIRCUIT LOAD, PROVIDE AND INSTALL A SECONDARY 24 VOLT TRANSFORMER POWERED FROM EQUIPMENT POWER SUPPLY TO CONTROL SMOKE DETECTOR. ALTERNATIVE 120 VOLT POWER PROVISIONS ARE ACCEPTABLE. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO PROVIDING POWER TO SMOKE DETECTORS.

4. UPON ACTIVATION, SMOKE DETECTOR SHALL SHUT DOWN 24 VOLT CONTROL POWER CIRCUIT AND ALL OPERATIONAL CAPABILITIES OF THE AIR DISTRIBUTION SYSTEMS FOR THE CONNECTED UNIT.

5. INTERFACE DETECTORS TO SUPERVISORY CIRCUIT OF FIRE ALARM SYSTEM/FIRE SPRINKLER MONITORING PANEL. IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, PROVIDE DUCT DETECTOR WITH A REMOTE LED INDICATOR LIGHT MOUNTED BELOW UNIT IN CEILING PER NFPA 72-5-10.6.08 OR AN APPROVED LOCATION. COORDINATE WITH ELECTRICAL/FIRE ALARM CONTRACTOR PRIOR TO ROUGH-IN

DUCTWORK 1. ALL DUCTWORK AND PLENUMS SHALL BE GALVANIZED SHEET METAL. FABRICATE AND INSTALL ALL DUCTWORK IN STRICT CONFORMANCE WITH THE LATEST SMACNA MANUAL,

AND APPLICABLE MECHANICAL CODES FOR LOW VELOCITY DUCT CONSTRUCTION STANDARDS.2. EACH DUCT SYSTEM SHALL BE COMPLETE WITH ALL REQUIRED DUCTWORK FITTINGS, TURNING VANES, SPLITTER DAMPERS AND SUPPORTS, AND EXTRACTORS AT ALL RIGHT

ANGLE TAKEOFFS AND TEES.3. DUCTWORK SHALL BE GALVANIZED, PRIME-GRADE, LOCK-FORMING QUALITY STEEL (LFQ) HAVING A GALVANIZED COATING OF 1-3/4 OUNCES TOTAL FOR BOTH SIDES OF ONE

SQUARE FOOT OF A SHEET.4. CROSSBREAK ALL SIDES OF ALL DUCTS IN ACCORDANCE WITH SMACNA GUIDELINES. DUCTWORK INSTALLATIONS SHALL MAKE NO OBJECTIONABLE NOISE, AND CONTRACTOR

SHALL PROVIDE ANY ADDITIONAL STIFFENERS REQUIRED.5. ALL LONGITUDINAL SEAMS SHALL BE PITTSBURGH LOCK SEAM, HAMMERED FLAT, WITH ALL TRANSVERSE JOINTS TAPED WITH 8 0Z. CANVAS AND SEALED WITH ARABOL, AIR TIGHT.

DUCT TAPE IS NOT ALLOWED.6. PROVIDE DOUBLE THICKNESS, FACTORY FABRICATED GALVANIZED SHEET STEEL TURNING VANES WITH AIRFOIL CONTOUR IN ALL RIGHT ANGLE ELBOWS, TEES, AND ELBOWS WITH

RADIUS LESS THAN 1-1/2 TIMES THE WIDTH OF THE DUCT.7. ALL ROUND DUCT BRANCH TAKEOFFS SHALL BE PROVIDED WITH SPIN-IN COLLAR AND BALANCING DAMPER.8. DUCT SIZES SHOWN ON THE DRAWINGS ARE TO THE INSIDE OF ACOUSTICAL LININGS. INCREASE SIZES OF DUCTS AS REQUIRED TO ACCOMMODATE ACOUSTICAL INSULATION.9. DUCTWORK SHALL CONFORM TO DIMENSIONS ON THE DRAWINGS, UNLESS LOCATION OF STRUCTURAL MEMBERS IS PROHIBITIVE. IN CASE OF CHANGE IN DIMENSIONS, CROSS

SECTIONAL AREAS SHALL BE MAINTAINED.10. ALL DUCTS SHALL BE SUBSTANTIALLY SUPPORTED WITH HANGERS TO THE STRUCTURE OR OTHERWISE DEPENDING ON LOCATION CONDITIONS, PLACING SUPPORTS NOT OVER 8

FEET APART ALONG THE LENGTH OF THE DUCT. HANGERS SHALL CONFORM TO ALL APPLICABLE MECHANICAL CODES AND SMACNA REQUIREMENTS.11. FLEXIBLE ROUND DUCTS TO OUTLETS SHALL BE THERMALFLEX TYPE MKE, A MAXIMUM LENGTH OF 8'-0" LONG (AND ALLOWED ONLY WHERE INDICATED ON THE DRAWINGS).12. ALL FACTORY-MADE DUCTS MUST BE CLASS 0 OR 1 AS APPROVED BY THE LOCAL APPLICABLE MECHANICAL CODE.13. ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25, AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50

WHEN TESTED IN ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS.

ACOUSTICAL LINER 1. SUPPLY, RETURN AND PLENUM DUCTS SHALL BE ACOUSTICALLY LINED FOR THE FIRST 15'-0" MINIMUM FROM UNIT CONNECTION POINTS.2. ALL SHEET METAL SUPPLY, RETURN AND PLENUM DUCTWORK REQUIRING ACOUSTICAL LINER SHALL BE LINED WITH 1" THICK LINER.

THERMAL DUCT AND PLENUM INSULATION 1. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED IN ACCORDANCE WITH THE PREVAILING ENERGY CODE (IECC OR TITLE 24). PROVIDE WATERPROOF ALUMINUM JACKETING

FOR OUTDOOR INSULATED DUCTS. EXPOSED UN-INSULATED SUPPLY AIR DUCTS IN CONDITIONED SPACES WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN REQUEST AND APPROVAL BY THE OWNER AND MECHANICAL ENGINEER.

2. ALL RESIDENTIAL SUPPLY AND RETURN DUCTS SHALL BE INSULATED WITH R-8 INSULATION.3. EXHAUST DUCTS SHALL NOT BE INSULATED.4. ALL INSULATION AND LINERS, MATERIAL, COVERINGS, ADHESIVE, VAPOR-BARRIERS AND TAPES SHALL CONFORM TO NFPA 90A, FLAME SPREAD CLASSIFICATION NOT TO EXCEED 25

AND SMOKE DEVELOPMENT, NOT TO EXCEED 50.5. EXTERNALLY INSULATED DUCTS

A. ALL EXTERNALLY INSULATED DUCTS SHALL BE INSULATED WITH MINIMUM 2" THICK .75 LB. DENSITY FIBERGLASS BLANKET WITH FRK (FOIL REINFORCED KRAFT) VAPOR BARRIER FACING. INSULATION SHALL HAVE A CONDUCTIVITY NOT TO EXCEED 0.27 BTU PER INCH PER SQUARE FOOT PER DEGREE FAHRENHEIT PER HOUR AT 75 DEGREE FAHRENHEIT MEAN TEMPERATURE.

B. INSULATION SHALL BE WRAPPED TIGHTLY ON THE DUCTWORK WITH ALL CIRCUMFERENTIAL JOINTS BUTTED AND LONGITUDINAL JOINTS OVERLAPPED A MINIMUM OF 2". ADHERE INSULATION TO METAL ON THE BOTTOM OF RECTANGULAR DUCTWORK OVER 24" WIDE WITH 4" STRIP OF INSULATION BONDING ADHESIVE, BENJAMIN FOSTER 85-15, OR EQUAL, AND ADDITIONALLY SECURE INSULATION WITH MECHANICAL FASTENERS AT NOT MORE THAN 18" O/C. ON ALL JOINTS, THE 2" FLANGE OF THE FACING OR THE 2" OVERLAP SHALL BE SECURED USING 9/16" FLARE-DOOR STAPLES APPLIED 6" O/C AND TAPED WITH MINIMUM 3" WIDE FOIL REINFORCED KRAFT TAPE. ALL PIN PENETRATIONS OR PUNCTURES IN FACING SHALL ALSO BE TAPED. VERTICAL DUCTS SHALL HAVE INSULATION ADEQUATELY SECURED TO PREVENT SLIPPING.

6. INTERNALLY INSULATED DUCTSA. MATERIAL: MINIMUM 1-1/2 LB. NEOPRENE OR HEAVY DENSITY COATED FIBERGLASS DUCT LINER SUITABLE FOR VELOCITIES UP TO 4,000 FPM COMPLYING WITH NFPA 90A.B. APPLICATION: COATED DUCT LINER SHALL BE CUT TO ASSURE OVERLAPPED AND COMPRESSED LONGITUDINAL CORNER JOINTS. APPLY LINER WITH COATED SURFACE FACING

THE AIR STREAM AND ADHERED WITH 100% COVERAGE FIRE RETARDANT ADHESIVE. COAT ALL EXPOSED LEADING EDGES AND ALL TRANSVERSE JOINTS WITH FIRE RETARDANT ADHESIVE. THE LINER SHALL BE ADDITIONALLY SECURED WITH MECHANICAL FASTENERS WHICH SHALL COMPRESS THE DUCT LINER SUFFICIENTLY TO HOLD IT FIRMLY IN PLACE AS FOLLOWS:

C. INSTALLATION FOR VELOCITIES TO 2,000 FPM: FASTENERS SHALL START WITHIN 3" OF THE UPSTREAM TRANSVERSE EDGES OF THE LINER AND 3" FROM THE LONGITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 12" O.C. AROUND THE PERIMETER OF THE DUCT, EXCEPT THAT THEY MAY BE A MAXIMUM OF 12" FROM A CORNER BREAK. ELSEWHERE, THEY SHALL BE MAXIMUM OF 18" O.C. EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6' FROM A LONGITUDINAL JOINT OF THE LINER NOR 12" FROM A CORNER BREAK. COAT ALL EXPOSED JOINTS AND EDGES OF TRANSVERSE JOINTS WITH A FIRE RETARDANT ADHESIVE.

D. OUTDOOR DUCTWORK SHALL BE INSULATED INTERNALLY WITH 2" DUCT LINER. INSTALL PER MANUFACTURERS INSTRUCTIONS. ALL OUTDOOR DUCTWORK JOINTS SHALL BE SEALED WITH SILICONE SEALANT AND MADE COMPLETELY WATERTIGHT AND LEAK PROOF.

GRILLES, REGISTERS AND DIFFUSERS 1. FURNISH AND INSTALL ALL GRILLES, REGISTERS, CEILING DIFFUSERS AND DOOR GRILLES WHERE INDICATED. THEY SHALL BE OF SIZE AND MODEL CALLED FOR ON THE DRAWINGS.2. ALL GRILLES, REGISTERS, AND CEILING DIFFUSERS MUST BE SET FLUSH AND TRUE TO WALL OR CEILING TO PREVENT AIR LEAKAGE AROUND EDGES. ALL UNITS SHALL BE PROVIDED

WITH NEOPRENE GASKETING AROUND THE INSIDE OF THE FRAME.3. ALL UNITS SHALL BE FACTORY FINISHED, OF COLOR SELECTED BY THE ARCHITECT, OR AS OTHERWISE INDICATED.4. PAINT ALL DUCTWORK, TURNING VANES, INSULATION, ETC. THAT IS VISIBLE THROUGH GRILLES, REGISTERS, OR CEILING DIFFUSERS FLAT BLACK.

RELIEF VENTS1. ALL RELIEF VENT EXTERIOR PENETRATIONS SHALL BE PROVIDED WITH COUNTERBALANCED BAROMETRIC BACKDRAFT DAMPERS.

EQUIPMENT1. ALL MECHANICAL EQUIPMENT SHALL BE PROPERLY LISTED AND LABELED BY AN APPROVED AGENCY.2. ALL EQUIPMENT SHALL BE LABELED WITH STEEL TAGS EMBOSSED WITH 1/4" HIGH LETTERS, PERMANENTLY ATTACHED. TAG SHALL CLEARLY INDICATE THE AREA SERVED BY THE

EQUIPMENT.3. MAINTAIN MANUFACTURER'S RECOMMENDATIONS FOR ALL REQUIRED SERVICE CLEARANCES AND INSTALLATION OF EQUIPMENT.4. REFER TO ARCHITECTURAL DRAWINGS FOR ACCESS TO ROOF INSTALLED MECHANICAL EQUIPMENT. ROOF ACCESS TO COMPLY WITH THE MECHANICAL CODE ADOPTED BY THE

LOCAL JURISDICTION.

AIR CONDITIONING AND REFRIGERATION PIPING1. COPPER TUBE WITH BRAZE JOINTS2. TYPE ACR HARD OR ANNEALED TEMPER SEAMLESS COPPER TUBING ASTM B2803. BRAZED JOINT PRESSURE FITTINGS ASME B16.50 WROUGHT COPPER ALLOY 4. JOINTS: FLARED OR BRAZED: ASTM A5.8 BCUP-SERIES COPPER-PHOSPHORUS ALLOYS.

CONDENSATE DRAIN 1. FOR EACH HVAC UNIT, PROVIDE FULL SIZED 4" DEEP (MINIMUM) TRAPPED CONDENSATE DRAIN OF COPPER TYPE "M" HARD DRAWN. SCHEDULE 40 PVC ALLOWED FOR INDOOR

PORTION OF DRAIN WITH DUCTED RETURN AIR HVAC SYSTEMS. 2. PVC DRAIN PIPING NOT ALLOWED IN PLENUM RETURNS. PROVIDE NON-TRAPPED DRAIN FOR EVAPORATIVE COOLING UNITS. FIELD VERIFY ROUTING IS NOT OVER CRITICAL SPACES

CONTAINING WATER SENSITIVE EQUIPMENT. 3. ROUTE PIPING TO 6" ABOVE NEAREST FLOOR SINK, MOP SINK OR DRAIN OR AS INDICATED ON THE DRAWINGS. (LAVATORY TAILPIECE IS AN ACCEPTABLE RECEPTACLE IF ALLOWED

BY OWNER AND AUTHORITY HAVING JURISDICTION.) 4. SLOPE ALL CONDENSATE PIPING AT A MINIMUM OF 1/8" PER FOOT. 5. INSTALL CLEAN OUTS AT EVERY 90 DEGREE TURN ON ALL CONDENSATE DRAIN LINES.6. PROVIDE AN APPROVED SECONDARY DRAIN SYSTEM OR APPROVED WATER LEVEL DETECTION DEVICE CONFORMING TO UL508 WHERE DAMAGE TO ANY BUILDING COMPONENTS

WILL OCCUR AS A RESULT OF OVERFLOW OR STOPPAGE OF THE PRIMARY CONDENSATE DRAIN SYSTEM.7. INSULATE THE FIRST 8 FEET OF CONDENSATE DRAIN PIPING AND ANY ADDITIONAL CONDENSATE DRAIN PIPING WHERE ENVIRONMENTAL CONDITIONS MAY CAUSE CONDENSATION

TO DRIP FROM PIPING.8. PROVIDE MEANS OF PREVENTING DISSIMILAR METAL CONTACT BETWEEN ALL PIPING MATERIALS FROM ANY OTHER METAL OR STRUCTURAL MEMBER TO PREVENT GALVANIC

ACTION BETWEEN THE TWO METALS.9. WHERE CONDENSATE PUMPS ARE INSTALLED AND LOCATED IN UNINHABITABLE SPACES, THE PUMP OVERFLOW-DETECTION SWITCH SHALL BE WIRED TO THE APPLIANCE OR

EQUIPMENT SERVED FOR UNIT SHUT-DOWN UPON PUMP FAILURE.

PIPE INSULATION1. INSULATE THE FIRST 8 FEET OF CONDENSATE DRAIN PIPING AND ANY ADDITIONAL CONDENSATE DRAIN PIPING WHERE ENVIRONMENTAL CONDITIONS MAY CAUSE

CONDENSATION TO DRIP FROM PIPING. 2. EXTERIOR INSULATION SHALL BE RATED FOR EXTERIOR USE OR PROVIDED WITH UV RATED PROTECTIVE COATING.3. ALL HEATING WATER AND CHILLED WATER PIPING SHALL HAVE FIBERGLASS INSULATION WITH ASJ JACKET, ACHIEVING A THERMAL CONDUCTIVITY (K-FACTOR) OF 0.24 AT 75

DEGREES MEAN TEMPERATURE. INSULATION THICKNESS SHALL MEET THE REQUIREMENTS OF THE CURRENT IECC CODE. 4. THE MAXIMUM FIRE HAZARD CLASSIFICATION OF THE INSULATION SYSTEM SHALL NOT HAVE MORE THAN A FLAME SPREAD OF 25, A FUEL CONTRIBUTED RATING OF 50, AND A

SMOKE DEVELOPED RATING OF 50 WHEN TESTED IN ACCORDANCE WITH U.L. REQUIREMENTS. PIPE COVERING SHALL BEAR THE U.L. LABEL.5. INSULATE ALL FITTINGS, VALVE BODIES ETC. WITH SINGLE OR MULTIPLE LAYERS OF INSULATION WITH PREFABRICATED FITTINGS WITH P.V.C. JACKETS.6. PROVIDE MANUFACTURER SUBMITTAL FOR ALL INSULATION MATERIALS.

FINAL TESTS 1. AN INDEPENDENT AABC OR NEBB CERTIFIED CONTRACTOR SHALL BALANCE AIR DISTRIBUTION TO VALUES LISTED ON DRAWINGS. A FINAL COPY OF THE TEST AND BALANCE

REPORT SHALL BE PROVIDED TO THE ENGINEER UPON COMPLETION OF THE REPORT. A PROJECT SHALL NOT BE CONSIDERED IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS UNTIL SUCH A REPORT HAS BEEN PROVIDED TO THE ENGINEER.

2. BEFORE ACCEPTANCE AND FINAL PAYMENT, IT SHALL BE DEMONSTRATED THAT ALL APPARATUS IS FUNCTIONING PROPERLY AND EFFICIENTLY. THE CONTRACTOR SHALL MAKE A THOROUGH TEST OF EACH SUPPLY, RETURN, AND EXHAUST SYSTEMS TO ASSURE THAT EACH DIFFUSER AND REGISTER HAS THE PROPER QUANTITY OF AIR IN ACCORDANCE WITH AABC OR NEBB. PROVIDE ADDITIONAL COMFORT BALANCE ADJUSTMENTS PER OWNER/TENANT REQUIREMENTS TO ADDRESS ANY NEEDED VARIATIONS IN DESIGN AIR FLOWS.

3. THE TEST AND BALANCE CONTRACTOR HAS THE RIGHT TO COMMUNICATE ANY INFORMATION TO THE MECHANICAL ENGINEER.

GUARANTEE 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FROM DEFECT OF WORKMANSHIP, AND SHALL REPLACE OR REPAIR WITHOUT

ADDITIONAL COST TO THE OWNER ALL DEFECTIVE MATERIAL AND WORKMANSHIP, FOR A PERIOD OF (1) YEAR AFTER COMPLETION AND ACCEPTANCE.

CLOSEOUT1. PROVIDE OWNER WITH COMPLETE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT AND CONTROLS INSTALLED. DOCUMENTATION MUST INCLUDE EQUIPMENT

CAPACITY (INPUT & OUTPUT), REQUIRED MAINTENANCE ACTIONS, CONTROLS AND CALIBRATION INFORMATION INCLUDING WIRING DIAGRAMS, CONTROL SEQUENCE DESCRIPTIONS, DESIRED OR FIELD-DETERMINED SETPOINTS, AND A COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE.

2. PROVIDE A COMPLETE SET OF FULL SIZE AS-BUILT DRAWINGS OF THE COMPLETE INSTALLATION INCLUDING ALL CHANGES MADE DURING CONSTRUCTION.

ORDER OF PRECEDENCE OF DOCUMENTS1. SHOULD A CONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS, THE ORDER OF PRECEDENCE SHALL BE:

A. SPECIAL PROVISIONSB. GENERAL PROVISIONSC. SPECIFICATIONSD. DETAILS ON DRAWINGSE. PLAN DRAWINGS

2. THE ENGINEER OF RECORD SHALL BE NOTIFIED BEFORE A DECISION IS MADE.

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M0.1

MECHANICAL SPECIFICATIONS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

M - MECHANICAL SHEET LISTSHEET

NUMBER SHEET NAME

M0.1 MECHANICAL SPECIFICATIONS

M0.2 MECHANICAL ABBREVIATIONS AND SYMBOLS

M1.1 MECHANICAL PLAN

M2.1 MECHANICAL SCHEDULES

M3.1 MECHANICAL DETAILS

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

CODE INFORMATION

CHWS

CHWR

CWS

CWR

HWS

HWR

G

FW

D

SD SD SD

-

SMOKE DETECTOR

FLEXIBLE DUCT CONNECTION

90 DEG ELBOW WITH SINGLE RADIUS TURNING VANES

CURVED ELBOW MIN. RADIUS R:1.5 WIDTH

DUCT SPLIT WITH DAMPER: USE AT ELBOWS AND TEES:PROPORTION DUCT AREAS BY CFMS

ROUND DUCT (EXISTING)

45 DEG TAP: USE AT BRANCH DUCTS ONLY

RECTANGULAR DUCT (EXISTING)

ROUND DUCT (NEW)

RECTANGULAR DUCT (NEW)

-

-

-

-

-

-

-

-

VD

-

VOLUME DAMPER

SPIN-IN FLEX DUCT TAKEOFF WITH DAMPER

SUPPLY AIR

EXHAUST AIR

RETURN AIR

RELIEF AIR

SA

EXH/EA

RA

REL

OSA/OA OUTSIDE AIR

POINT OF CONNECTION

TRANSFER AIR

FINISHED FLOOR

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

POC

TA

FF

AFF

BFF

NTS

FSD

S

NOT TO SCALE

FIRE/SMOKE DAMPER

SENSOR

FIRE STAT SET AT 165 DEG F

OUTSIDE AIR STAT

THERMOSTAT MOUNTED AT A MIN. 48" - 54" A.F.F.

CO2 SENSOR

HUMIDISTAT

UNDERCUT DOOR 1". COORDINATE WITH GENERAL CONTRACTOR

NOTE: ALL SYMBOLS MAY NOT APPLY

-

-

T

-

-

U.C.

- -

- -

- -

- -

- -

CO CO

T T

O O

F F

S S

H H

U.C.U.C.

DESCRIPTIONABBR.DOUBLESINGLE

POINT OF CONNECTIONPOC

CENTRIFUGAL PUMPCP

REDUCER-

UNION-

BUTTERFLY VALVE

CONTROL VALVE

SHUT OFF VALVE

SOLENOID VALVE

BFV

CNV

SOV

SV

PLUG VALVEPV

CHECK VALVECV

-

BV BALL VALVE

GLOBE VALVEGBV

GATE VALVEGV

-

-

-

-

-

-

D/CD

PIPE BREAK

PIPE CAP

PIPE DROP UNDER A HORIZONTAL PIPE

PIPE DROP

PIPE RISE

ISOMETRIC CONTINUATION

FW

G

HWR

HW

CW

HWR

HWS

CWR

CWS

CHWR

CHWS

DESCRIPTIONABBR.SYMBOL

INDIRECT OR CONDENSATE DRAIN

FILTERED WATER PIPING

NATURAL GAS PIPING

HOT WATER RETURN PIPING

HOT WATER PIPING

COLD WATER PIPING

HEATING WATER RETURN PIPING

HEATING WATER SUPPLY PIPING

CONDENSER WATER RETURN PIPING

CONDENSER WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

CHILLED WATER SUPPLY PIPING

HVAC PIPING LEGEND DUCTWORK SYMBOLS

NOTE: ALL SYMBOLS MAY NOT APPLY

S

A. 2006 IBC, 2012 IMC, & CITY OF TOMBSTONE AMENDMENTS. ALL SYSTEMS SHALL BE IN COMPLIANCE WITH THE ABOVE CODES AS ADOPTED BY THE CITY OF TOMBSTONE.

B. OUTDOOR AIR VENTILATION PROVIDED AND BASED ON CHAPTER 4, SECTION 403.2 AND TABLE 403.3.1.1 AND ASHRAE 62.1-2010.

C. DUCT SMOKE DETECTORS REQUIRED BY SECTION 606 SHALL BE INSTALLED IN THE RETURN AIR SYSTEM. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 606.3 AND NFPA 72. DUCT SMOKE DETECTORS REQUIRE A REMOTE TEST VISUAL/TEST STATION PER NFPA 72. DETECTORS SHALL BE CONTROLLED PER SECTION 606.4.

D. EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THIS CODE. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION PER SECTION 304.1.

E. MATERIALS EXPOSED WITHIN PLENUMS SHALL HAVE A FLAME SPREAD RATING INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE TO ASTM E84.

F. ALL MATERIAL INSTALLED WITHIN PLENUMS SHALL CONFORM TO SECTION 602 PLENUMS.

G. MECHANICAL DESIGN IS INTENDED THAT THE AIR CONDITIONING SYSTEM WILL OPERATE CONTINUOUSLY TO MAINTAIN CURRENT VENTILATION REQUIREMENTS, IMC 403.2 & 403.3.

H. CALL FOR INSPECTION OF ALL MECHANICAL SYSTEMS PRIOR TO BACKFILL AND CONCEALMENT, IMC 107.2

I. MECHANICAL CONTRACTOR TO PROVIDE TWO COPIES PRELIMINARY REPORT OF PROPOSED SCHEDULES AND CHECK LISTS PER IECC C408.

J. MECHANICAL SYSTEMS COMMISSIONING IS REQUIRED PRIOR TO C OF O.

K. PROVIDE A COPY OF TEST AND BALANCE REPORT TO INSPECTOR AT TIME OF INSPECTION PER IMC 106.3 AND IMC 403.7

L. PER IMC, SECTION 304.12, ALL ROOF TOP EQUIPMENT AND APPLIANCES SHALL BE PERMANENTLY IDENTIFIED WITH THE AREA SERVED. INCLUDE ROOM NAME AND ROOM NUMBER

M. REFER TO ARCHITECTURAL PLANS FOR DETAILS ON ACCESS TO ROOF TOP EQUIPMENT AT DIFFERENT ELEVATIONS PER IMC SECTION 306.5.

REFERENCE SYMBOLS

GENERAL REFERENCEDESIGNATES SHEET NUMBER

DETAIL REFERENCETOP DESIGNATES DETAIL NUMBERBOTTOM DESIGNATES SHEET NUMBER

SECTION REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

EQUIPMENT NAME AND NUMBER

SHEET KEYNOTE NUMBER

REVISION NUMBER

ELEVATION SYMBOL

NEW CONNECTION TO EXISTING

#

SHEET

#

SHEET

#

X0.0

NAME

#

#

#

....

....

CCCC

DDDD

McCARTHY

DAVID E.

28205

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EEEERRRR

TTTT IIIIFFFF IIII CCCC AAAA TTTT EEEE

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

ML

KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

12" = 1'-0"

6/2

2/2

02

1 4

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6 P

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Author

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04/18/21

15321795.00

M0.2

MECHANICAL ABBREVIATIONS ANDSYMBOLS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

STORAGE

107

STO

106

STO

105

IT STOR

104

IT OFF 1

101

IT OFF 02

102 IT WORKROOM

108

STO

109

TABLE

110

BOARD ROOM

111

RECEPTION

112

WOMEN

113

VEST

114

OFF 01

115

HALL

116

MEN

117

OFF 02

118

OFF 03

120

STO

121OFF 04

127

HALL

122

CONF

119

OFF 05

124

STO

125

BREAK RM

126

OFF 07

128

TRANS

129

STO

132

STO

133

STO

134

RECORDS

136

UNISEX TLT

135

EFC

1

ECU

1

FC

1

CU

1

ERTU

1

12"x8"

100D

12"x8"

100D

12"x8"

100D

12"x8"

100D

12"x8"

100D

12"x8"

100D

8"ø

125B

8"ø

125B

8"ø

100A

8"ø

100B

6"ø

75B

RETURN

24"x12"E

12"x8"

150D

12"x8"

200D

12"x8"

200D

12"x8"

200D

12"x8"

150D 12"x8"

150D

10"ø

150A

8"ø

150A

8"ø

150A

8"ø

150A

8"ø

150A 8"ø

150A

8"ø

150A

8"ø

150A

8"ø

150A

10"Ø

RETURNC

10"Ø

RETURNC 10"Ø

RETURNC

16"Ø

RETURNC

10"Ø

RETURNC10"Ø

RETURNC10"Ø

RETURNC

22"x12"

14"x12"

8"Ø

TRANSFERF

8"Ø

TRANSFERG

1

2

3

4

5

6

3

7

8

(TYP.)

99

10

(TYP.)

11

U.C.U.C.

12

EF

1

1

M3.1

2

M3.1

6

M3.1

4

M3.1

(TYP.)

5

M3.1

(TYP.)

H14x8

TRANSFER(TYP. OF 4)

T

FC-1

TERTU-1

3

M3.1

T

EFC-1

CU

2

FC

2

E24X12

RETURN

8"ø

150B

EF

1

8"ø

12x6

TRANSFERS

12"x8"

225D

12"x8"

225D

12"x8"

225D

12"x8"

225D

12"x8"

150D

10"x10"

14"x12"

10"x10"

8"ø

13

3

33

14

H 1

15

15

16

8"ø

75B

....

....

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DDDD

McCARTHY

DAVID E.

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........................................

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

ML

KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

1/8" = 1'-0"

7/2

3/2

02

1 9

:22:2

7 A

MB

IM 3

60

://2

106

80

- J

ohn

L. W

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.I./2

10

68

0-2

02

1-J

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AS

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ME

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l.rv

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-

-

-

08/09/11

15321795.00

M1.1

MECHANICAL PLAN

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

KEYED NOTES GENERAL NOTES-

1 NEW 3 TON CONDENSING UNIT MOUNTED ON GRADE WITH MINIMUM4" CONC. PAD. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

2 CONTRACTOR SHALL DEMOLISH EXISTING UNIT HEATER IN THISLOCATION AND REPLACE WITH NEW 3 TON VERTICAL FANCOIL/FURNACE UNIT ON ANGLE IRON STAND TO MATCH EXISTINGVERTICAL FAN COIL/FURNACE UNIT. CONTRACTOR SHALL EXTENDEXISTING GAS LINE DOWN AS REQUIRED TO NEW VERTICAL FURNACELOCATION.

3 MOUNT NEW DUCTWORK AS HIGH AS POSSIBLE TIGHT TO EXISTINGCEILING TO REMAIN.

4 EXISTING 3 TON OUTDOOR CONDENSING UNIT ON ROOF TO REMAINAND BE REUSED. CONTRACTOR SHALL ENSURE UNIT IS IN GOODWORKING CONDITION. FIELD VERIFY EXACT SIZE AND LOCATIONPRIOR TO CONSTRUCTION.

5 EXISTING 3 TON VERTICAL FAN COIL/FURNACE UNIT TO REMAIN ANDBE REUSED. CONTRACTOR SHALL ENSURE UNIT IS IN GOODWORKING CONDITION. FIELD VERIFY EXACT SIZE AND LOCATIONPRIOR TO CONSTRUCTION.

6 CONNECT NEW DUCTWORK TO EXISTING UNIT AND ROUTE AS HIGHAS POSSIBLE TIGHT TO BOTTOM OF EXISTING CEILING TO REMAIN.

7 EXISTING 3 TON PACKAGED ROOFTOP UNIT TO REMAIN AND BEREUSED. CONTRACTOR SHALL ENSURE UNIT IS IN GOOD WORKINGCONDITION. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TOCONSTRUCTION.

8 CONTRACTOR SHALL EXTEND EXISTING SUPPLY AIR DUCTWORKFROM EXISTING CEILING HEIGHT TO NEW DIFFUSER LOCATIONS INNEW DROP CEILING.

9 EXISTING DUCTWORK ON ROOF TO REMAIN AND BE REUSED.

10 CONTRACTOR SHALL EXTEND EXISTING FULL SIZE RETURN AIR DUCTDOWN INTO NEW DROP CEILING AND CAP TO ALLOW FOR TAPS ANDDUCTWORK IN CEILING AS SHOWN.

11 EXISTING RETURN GRILL DOWN LOW ON WALL TO REMAIN.CONTRACTOR TO FIELD VERIFY EXACT LOCATION PRIOR TOCONSTRUCTION.

12 EXISTING RESTROOM EXHAUST AIR TO REMAIN AND BE REUSED.

13 NEW EXHAUST FAN TO ROUTE IN FURRED DOWN CEILING SPACE TOEXTERIOR WALL.

14 NEW 3 TON VERTICAL FAN COIL/FURNACE MOUNTED ON ANGLE IRONSTAND ON FLOOR. SUPPLY TO ROUTE UP AS HIGH POSSIBLE TOUNDERSIDE OF EXISTING CEILING. RETURN DUCT SHALL ROUTEDOWN TO PLENUM WITH RETURN AIR DUCT THRU WALL TO LOWGRILLE IN TRANSPORTATION ROOM.

15 ROUTE 3/4" CONDENSATE DRAIN LINE WITH TRAP AND VENT FROMVERTICAL FAN COIL UNIT AND FURNACE THRU WALL TO TERMINATEINTO LANDSCAPING WITH TURN DOWN FITTING. SLOPE CONDENSATEDRAIN LINES AT 1/8" PER FOOT SLOPE MINIMUM.

16 ROUTE 8" DIA. EXHAUST DUCT UP THROUGH ROOF AND TERMINATEWITH ROOF CAP.

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

1 INSTALL ALL WORK IN ACCORDANCE WITH THE INTERNATIONAL MECHANICALCODE AND THE REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

2 TO OBTAIN ALL CONSTRUCTION INFORMATION, ALL SPECIFICATIONS ANDDRAWINGS (E.G. ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL,ELECTRICAL, PLUMBING AND FIRE PROTECTION) MUST BE USED.

3 BRING TO THE ATTENTION OF THE ARCHITECT/ENGINEER ANY INFORMATIONALCONFLICTS WITHIN THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR(S)SHALL NOT PROCEEED WITH ANY WORK, EXCEPT AT ITS OWN RISK, UNTIL ALLCONFLICTS ARE RESOLVED AND THE CLARIFYING INFORMATION IS ISSUED TOTHE CONTRACTOR(S) BY THE ARCHITECT/ENGINEER.

4 PROVIDE OFFSETS AND TRANSITIONS IN DUCTWORK AND PIPING AS REQUIREDTO AVOID INTERFERENCE AT NO ADDITIONAL COST TO THE OWNER. THOUGHSOME OFFSETS & TRANSITIONS ARE SHOWN IN PIPING & SHEET METAL TO HELPINDICATE THE PHYSICAL RELATIONSHIP BETWEEN THEM, IT IS NOT THE INTENTOF THE DRAWINGS TO SHOW ALL PIPING & SHEET METAL OFFSETS &TRANSITIONS REQUIRED. THE CONTRACTOR SHALL FULLY COORDINATE THEMECHANICAL WORK WITHIN ITSELF & WITH THE WORK OF ALL TRADES TOPROVIDE COMPLETE & OPERABLE SYSTEMS WITHOUT INTERFERENCES.

5 INSTALL ALL EQUIPMENT LEVEL AND PLUMB. PROVIDE BLOCKING AND HARDWAREAS REQUIRED.

6 VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER’S CERTIFIEDDRAWINGS. FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF WORK.PROVIDE TRANSITIONS AND MAKE FINAL CONNECTIONS TO EQUIPMENT, UNLESSOTHERWISE INDICATED.

7 INSTALL ALL EQUIPMENT REQUIRING PERIODIC SERVICE NOT LESS THAN 10 FEETFROM ROOF EDGE OR OPENING, UNLESS PROTECTIVE RAILING OR PARAPET OF42 INCHES AFF. HAS BEEN PROVIDED. VERIFY WITH OTHER TRADES TO CONFIRMIF PROTECTIVE RAILING OR PARAPET OF 42 INCHES AFF IS PROVIDED.

8 CONCENTRATE LOADS AT JOIST AND/OR BEAM LOCATIONS. WHERECONCENTRATED LOADS DUE TO EQUIPMENT, RISERS, OR SPECIAL DUCTCONSTRUCTION OCCUR AT OTHER LOCATIONS, PROVIDE ADDITIONAL SUPPORTFRAMING AND/OR ANGLE BRACING.

9 DUCT CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF SMACNACONSTRUCTION STANDARDS FOR THE SPECIFIC PRESSURE CLASSIFICATIONS.ALL 90 DEGREE ELBOWS SHALL BE LONG RADIUS TYPE UNLESS SPACE ISLIMITED. SHORT RADIUS AND RECTANGULAR ELBOWS SHALL HAVE TURNINGVANES. UNLESS OTHERWISE NOTED FOR BRANCH CONNECTIONS, PROVIDECONICAL TAPS FOR ROUND DUCTS AND 45 DEGREE TAPS FOR RECTANGULARDUCTS.

10 FLEXIBLE DUCTWORK SHALL NOT BE USED IN RETURN OR EXHAUST DUCTSYSTEMS. FLEXIBLE DUCTWORK MAY BE USED IN THE SUPPLY SYSTEM PROVIDEDTHE LENGTH IS LIMITED TO A TOTAL LENGTH OF FIVE (5) FEET.

11 INSTALL DUCTWORK AS CLOSE AS POSSIBLE TO UNDERSIDE OF BEAMS AND/ORJOISTS.

12 ALL DUCT WORK SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS.

13 PROVIDE DUCTWORK TO TERMINAL AIR DEVICES AT SCHEDULED INLET SIZEUNLESS OTHERWISE INDICATED.

14 PROVIDE DUCTWORK FROM TERMINAL AIR BOXES AT MANUFACTURER’S OUTLETDIMENSION SIZE UNLESS OTHERWISE INDICATED. PROVIDE TRANSITIONS ASREQUIRED.

15 COORDINATE WITH LIFE SAFETY PLANS FOR LOCATIONS OF ALL DUCTWORKPENETRATIONS AND FIRE RATED/SMOKE RESISTIVE CONSTRUCTIONS.PENETRATION ASSEMBLIES SHALL BE U.L. LISTED.

16 PAINT FLAT BLACK THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH DIFFUSERS,GRILLES AND REGISTERS.

17 PROVIDE OPEN END DUCTWORK (OED) WITH 2X2 MESH (1/2"X 1/2") ALUMINUMSCREEN WITH REMOVABLE FRAMES.

18 FURNISH AND INSTALL ALL MANUALLY OPERATED VOLUME CONTROL(BALANCING) DAMPERS NECESSARY TO PERFORM THE BALANCING WORK, ATEACH BRANCH TAKEOFF, AT EACH AIR TERMINAL DEVICE AND WHERE INDICATED.

19 DUCT SYSTEMS SHALL BE BALANCED TO AIR FLOWS INDICATED ON DRAWINGS.FANS SHALL BE FIELD TESTED TO ENSURE COMPLIANCE WITH SCHEDULED FANPERFORMANCE AND SCHEDULED AIR FLOW AT THE DESIGN STATIC PRESSURESLISTED.

20 PROVIDE FLEXIBLE CONNECTIONS BETWEEN DUCTWORK AND ALL FANS AND ALLAIR HANDLING EQUIPMENT.

21 COORDINATE EXACT LOCATION OF DIFFUSERS, GRILLES AND REGISTERS WITHTHE REFLECTED CEILING PLANS BEFORE INSTALLATION. PROVIDE SYMMETRYWITH THE ROOM LIGHTING SYSTEMS.COORDINATE EXACT LOCATION OF DIFFUSERS, GRILLES AND REGISTERS WITHTHE REFLECTED CEILING PLANS BEFORE INSTALLATION. PROVIDE SYMMETRYWITH THE ROOM LIGHTING SYSTEMS.

22 VERIFY DIFFUSER, GRILLE AND REGISTER MOUNTING FRAME TYPES WITH THECEILING TYPES. PROVIDE FRAME TYPE THAT MATCHES CEILING CONFIGURATION.

23 PROVIDE CONCRETE HOUSEKEEPING PADS FOR FLOOR MOUNTED MECHANICALEQUIPMENT. COORDINATE SIZE AND LOCATION WITH ALL TRADES.

24 PROVIDE ACCESS DOORS AND/OR PANELS FOR DUCT MOUNTED FIRE, SMOKE,AND FIRE/SMOKE DAMPERS AND SMOKE DETECTORS.

25 PROVIDE ACCESS DOORS AND/OR PANELS IN HARD CEILINGS AND WALLS TOPERMIT SERVICE TO DAMPERS, VALVES, AND CONCEALED EQUIPMENT.

26 REFER TO ARCHITECTURAL GENERAL INFORMATION SHEETS FOR MOUNTINGHEIGHTS OF DEVICES. WHERE THIS INFORMATION IS NOT PROVIDED, MOUNTROOM THERMOSTATS AT 48 INCHES AFF AND OCCUPANCY SENSORS AT 84INCHES AFF UNLESS OTHERWISE INDICATED.

27 COORDINATE ALL WALL MOUNTED DEVICES SUCH AS THERMOSTATS ANDCONTROL PANELS WITH ARCHITECTURAL INTERIOR ELEVATIONS.

28 COORDINATE ALL DOOR UNDER CUTS INDICATED AND AS REQUIRED WHERERETURN/TRANSFER OPENS ARE NOT PROVIDED.

29 WHERE SIZE OF MOTORIZED DAMPER EXCEEDS THE LIMITS OF A SINGLEOPERATOR, PROVIDE MULTIPLE OPERATORS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.

30 PROVIDE RUNOUT PIPING AS SCHEDULED OR AS OTHERWISE INDICATED.

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

MECHANICAL PLAN

# REVISIONS / SUBMISSIONS DATE

OUTSIDE AIR CALCULATIONS

BASED ON 2012 IMC TABLE 403.

Vbz = RpPz + RaAzVoz = Vbz/Ez

ERTU-1:

LARGE OFFICE: 377 SF.5 P/1000 SF = 2 PVbz = (5)(2) + (.06)(377)Vbz = (10) + (23)Voz = 33/.8 = 41 CFM OSA REQ'D.

OUTSIDE AIR REQUIRED: 209 CFMOUTSIDE AIR PROVIDED: 250 CFM

BREAK RM: 132 SF.25 P/1000 SF = 4 PVbz = (5)(4) + (.06)(132)Vbz = (20) + (8)Voz = 28/.8 = 35 CFM OSA REQ'D.

CONF. RM: 147 SF.50 P/1000 SF = 8 PVbz = (5)(8) + (.06)(147)Vbz = (40) + (9)Voz = 49/.8 = 61 CFM OSA REQ'D.

OFFICES: 144 SF. (WORST CASE)5 P/1000 SF = 1 PVbz = (5)(1) + (.06)(144)Vbz = (5) + (9)Voz = 14/.8 = 18 CFM OSA REQ'D.

(TYP. OF 4 OFFICES)

EFC-1:

OUTSIDE AIR REQUIRED: 378 CFMOUTSIDE AIR PROVIDED: 400 CFM

ENTRY VEST: 223 SF.10 P/1000 SF = 3 PVbz = (5)(3) + (.06)(223)Vbz = (15) + (13)Voz = 28/.8 = 35 CFM OSA REQ'D.

CONF. RM: 726 SF.50 P/1000 SF = 37 PVbz = (5)(37) + (.06)(726)Vbz = (185) + (44)Voz = 229/.8 = 286 CFM OSA REQ'D.

OFFICE: 105 SF.5 P/1000 SF = 1 PVbz = (5)(1) + (.06)(105)Vbz = (5) + (6)Voz = 11/.8 = 14 CFM OSA REQ'D.

RECEPTION: 147 SF.30 P/1000 SF = 5 PVbz = (5)(5) + (.06)(147)Vbz = (25) + (8)Voz = 34/.8 = 43 CFM OSA REQ'D.

FC-1:

OUTSIDE AIR REQUIRED: 191 CFMOUTSIDE AIR PROVIDED: 200 CFM

STORAGE: 442 SF.0 P/1000 SF = 0 PVbz = (0)(0) + (.12)(442)Vbz = (0) + (53)Voz = 53/.8 = 66 CFM OSA REQ'D.

OFFICE: 197 SF.5 P/1000 SF = 1 PVbz = (5)(1) + (.06)(197)Vbz = (5) + (12)Voz = 17/.8 = 21 CFM OSA REQ'D.

OFFICE: 232 SF.5 P/1000 SF = 1 PVbz = (5)(1) + (.06)(232)Vbz = (5) + (14)Voz = 19/.8 = 24 CFM OSA REQ'D.

OFFICE: 734 SF.5 P/1000 SF = 4 PVbz = (5)(4) + (.06)(734)Vbz = (20) + (44)Voz = 64/.8 = 80 CFM OSA REQ'D.

FC-2:

OUTSIDE AIR REQUIRED: 104 CFMOUTSIDE AIR PROVIDED: 150 CFM

STORAGE: 147 SF.0 P/1000 SF = 0 PVbz = (0)(0) + (.12)(147)Vbz = (0) + (18)Voz = 18/.8 = 23 CFM OSA REQ'D.

OFFICE: 840 SF.5 P/1000 SF = 5 PVbz = (5)(1) + (.06)(840)Vbz = (5) + (50)Voz = 55/.8 = 69 CFM OSA REQ'D.

STORAGE: 40 SF.0 P/1000 SF = 0 PVbz = (0)(0) + (.12)(40)Vbz = (0) + (5)Voz = 5/.8 = 6 CFM OSA REQ'D.

STORAGE: 45 SF.0 P/1000 SF = 0 PVbz = (0)(0) + (.12)(45)Vbz = (0) + (5)Voz = 5/.8 = 6 CFM OSA REQ'D.

....

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DDDD

McCARTHY

DAVID E.

28205

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

NOT TO SCALE

6/2

2/2

02

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1.17.17

15321795.00

M2.1

MECHANICAL SCHEDULES

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

SPLIT SYSTEM OUTDOOR CONDENSING UNIT SCHEDULE

TAG MARKNOMINAL

TONS

BASIS OF DESIGN ELECTRICAL DATA AMBIENT DATA SEER/EER

HSPF/COP

OPERATINGWEIGHT REMARKSMANUFACTURER MODEL VOLTAGE PHASE MCA MOCP SCCR AMB DB AMB WB WIN DB

ECU 1 3 - - 208 V 1 19.0 A 30 A 5K - - - - - 242 lb SEE NOTE 1 BELOW

CU 1 3 GOODMAN GSX14036 208 V 1 19.0 A 35 A 5K 105 72 18 14.3 - 242 lb SEE NOTES 2 & 3 BELOW

CU 2 3 GOODMAN GSX14036 208 V 1 19.0 A 35 A 5K 105 72 18 14.3 - 242 lb SEE NOTES 2 & 3 BELOW

EXISTING ROOFTOP PACKAGE UNIT SCHEDULE

TAG MARKNOMINAL

TONS

BASIS OF DESIGN AIR CAPACITIES

SEER/EER

NATURALGAS INPUT

(MBH)GAS EFF.

(%)

COOLING CAPACITIES (GROSS) HEATING CAPACITIES (GROSS) ELECTRICAL DATA

OPERATINGWEIGHT

UNIT HT.w/ CURB REMARKSMANUFACTURER MODEL

TOTALCFM

OSACFM

ESP/IWG

BLOWERHP

ENT AIR AMBIENT COOLING MBH ENT AIRDB

AMBIENTDB

TOTALMBH MAX FLA MOCP VOLTAGE PHASE SCCRDB WB DB WB TOTAL SENSIBLE

ERTU 1 3 - - 1200 250 - - - - - - - - - - - - - - 30 A 208 V 3 - 354 lb - -

M - GRILLE, REGISTER, DIFFUSER SCHEDULE

TAG SYSTEM DISCHARGE SOUND (NC) MATERIAL BORDER DAMPER FINISH

BASIS OF DESIGN

REMARKSMANUFACTURER MODEL

A SUPPLY 28 STEEL LAY-IN No BY ARCH TITUS TMS

B SUPPLY 28 STEEL FLANGED Yes BY ARCH TITUS TDC

C RETURN 28 STEEL LAY-IN No BY ARCH TITUS 350RL

D SUPPLY 28 STEEL FLANGED Yes BY ARCH TITUS 300RL

E 28 STEEL FLANGED Yes BY ARCH TITUS

F 28 STEEL FLANGED Yes BY ARCH TITUS

G TRANSFER 28 STEEL LAY-IN No BY ARCH TITUS 350RL

H 28 STEEL FLANGED Yes BY ARCH TITUS

M - EXHAUST FAN SCHEDULE

TAG MARK SYSTEM LOCATION CFM ESP FAN RPM

MOTORDATA

VOLTAGE

MOTORDATA OPERATING

WEIGHT

BASIS OF DESIGN

REMARKSHP PHASE MANUFACTURER MODEL

EF 1 EXHAUST CEILING 150 CFM 0.25 in-wg 1100 0.05 115 V 1 21 lb GREENHECK SPA-125 FAN TO BE INTERLOCKED WITH LIGHTSWITCH

NOTE:1. UNIT IS EXISTING TO REMAIN AND BE REUSED.2. MANUFACTURER SHALL SIZE REFRIGERANT LINES AND SHALL PROVIDE NECESSARY REFRIGERANT SPECIALTIES FOR LONG LINE APPLICATIONS, IF APPLICABLE. 3. MANUFACTURER TO GUARANTEE AND ASSURE PROPER OPERATION OF REFRIGERANT SYSTEM.

NOTE:1. UNIT IS EXISTING TO REMAIN AND BE REUSED.2. PROVIDE WITH 7 DAY PROGRAMMABLE T-STAT IN LOCKABLE COVER, AUTO-CHANGE OVER.3. PROVIDE AN APPROVED SECONDARY DRAIN SYSTEM WHERE DAMAGE TO BUILDING COMPONENTS WILL OCCUR AS A RESULT OF OVERFLOW OR STOPPAGE OF THE PRIMARY CONDENSATE DRAIN.

M - GAS FURNACE/ELECT. COOLING SPLIT SYSTEM (INDOOR)

TAG MARKNOMINAL

TONS

BASIS OF DESIGN

TOTALCFM

OSACFM

ESP/IWG

GAS INPUT(MBH)

GAS EFF.(%) HP

MOTOR DATA

MAX FLA MOCPOPERATING

WEIGHT SEER/EER

COOLING CAPACITIES (GROSS) HEATING CAPACITIES (GROSS)

REMARKS

FAN COIL FURNACE

VOLTAGE PHASE

ENT AIR AMBIENT MBH ENT AIRDB

AMBIENTDB

TOTALMBHMANUFACTURER MODEL MANUFACTURER MODEL DB WB DB WB TOTAL SENSIBLE

EFC 1 3 - - - - 1200 400 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb - - - - - - - - - - SEE NOTE 1 BELOW

FC 1 3 GOODMAN CAPF3636 CARRIER 58DLA070 1200 200 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb 14.3 SEER 86 67 105 72 34.8 32.0 60 18 33.4 SEE NOTES 2 & 3 BELOW

FC 2 3 GOODMAN CAPF3636 CARRIER 58DLA070 1200 200 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb 14.3 SEER 86 67 105 72 34.8 32.0 60 18 33.4 SEE NOTES 2 & 3 BELOW

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

ROUTE DRAIN LINE TONEAREST FLOOR SINKOR INDIRECT WASTEDRAIN

TOTAL STATIC PRESSURE OF AIR HANLDING UNIT,TYP 2 (IN. WG + 1/2")

UNION (TYP)

AIR HANDLINGUNIT

SCALE: NONE6

CONDENSATE DRAIN

NOTE:DRAIN PIPING TO BE MINIMUM UNIT CONNECTION SIZE.

ROUND, RIGID DUCT

SPIN-IN CONICAL WITH DAMPERSUPPLY TRUNK

DIFFUSER

SCALE: NONE4

FLEX DUCT TAKEOFF

AIRFLOW

MAIN DUCTTHREE SIDED CONNECTION. (WHERE DEPTH OF MAIN PERMITS).

DIVERGING

CONVERGING

ELEVATION

VIEW

PLAN VIEW

PLAN VIEW

V.D.

W

RECTANGULAR CONNECTION

45°MAX

3W MIN. ; 5W PREFERRED

1/4W; 4" MIN.

CENTRAL TAPER

20°MAX

AIRFLOW

AIRFLOW AIRFLOW

15°MAX

SCALE: NONE5STANDARD DUCT TAKEOFF

EXHAUSTFAN

BAROMETRIC BACKDRAFT DAMPER

FINISHED CEILINGGRILLE

NOTE:INSTALL STRICTLY PER MANUFACTURER'S INSTALLATION INSTRUCTION

1" THICK ACOUSTIC DUCTLINER MIN. 5'-0" DOWNFROM ROOF CAP.

METAL ROOFFLASHING

RAIN COLLAR

WATER TIGHT CAULKING

RAIN CAP

BIRD SCREEN

ROOFINGFLASHING

SCALE: NONE3

CEILING EXHAUST FAN THRU ROOF OR WALL

EXHAUST LOUVEREXHAUSTDUCT

EXTERIORWALL

SCALE: NONE1VERTICAL AIR HANDLING UNIT DETAIL

REFRIGERANT LIQUID AND SUCTION LINES, REFRIGERANT GRADE COPPER PIPING AND SIZED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS

PROVIDE MINIMUM 1" INSULATION ON ENTIRE REFRIGERANT SUCTION LINE

P-TRAP AND VENT. ROUTE DRAIN LINE TO AN APPROVED RECEPTACLE. SEE MECHANICAL FLOOR PLAN FOR CONTINUATION

SEE MECHANICAL FLOOR PLANS FOR DUCT CONTINUATION.

PROVIDE MINIMUM 1" ACOUSTICAL LINER FOR FIRST 10'-0" FROM AIR HANDLER UNIT INTAKE

ANGLE IRON STAND, MINIMUM 2"x2"x1/8" PAINTED BLACK IRON

OUTSIDE AIR DUCT THRU EXTERIOR WALL.

AIR HANDLING UNIT

FLEXIBLE DUCT CONNECTION

PROVIDE MINIMUM 1" ACOUSTICAL LINER FOR FIRST 10'-0" FROM AIR HANDLER UNIT DISCHARGE

NOTES:1. PROVIDE SECONDARY DRAIN PAN WITH DRAIN LINE

OR A CODE APPROVED ALTERNATE SECONDARY DRAIN SYSTEM.

2. THE INSTALLATION OF THE DUCT SMOKE DETECTOR SHALL NOT INTERFERE WITH FILTER CHANGES OR MOTOR SERVICING.

FILTER SLOT

EXTERIOR WALL

SCALE: NONE2

CONDENSING UNIT DETAIL

NOTES:1. INSTALL CONDENSING UNIT IN ACCORDANCE WITH

MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS.2. PROVIDE AIREX TITAN OUTLET (OR EQUAL) WALL SEAL DEVICE

WITH E-FLEX GUARD EXTERIOR PIPE INSULATION WRAP AT EACH REFRIGERANT PIPE THRU WALL PENETRATION.

PROVIDE NEOPRENE VIBRATION ISOLATORS (TYP. OF 4)

PROVIDE CONCRETE SLAB OR OTHER APPROVED MATERIAL NOT LESS THAN 3" ABOVE GRADE. ALLOW 4" CLEARANCE ON ALL SIDES OF CONDENSING UNIT.

PROVIDE 1" MINIMUM INSULATION ON ENTIRE REFRIGERANT SUCTION LINE. INSULATION SHALL BE U.V. RESISTANT ON OUTDOOR INSTALLATIONS.

REFRIGERANT LIQUID AND SUCTION LINES, REFRIGERANT GRADE COPPER PIPING AND FITTINGS SIZED STRICTLY PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE 1/2" CONDUIT FOR ROUTING OF THERMOSTAT WIRE WHEN EXPOSED TO THE ELEMENTS.

GRADE

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CCCC

DDDD

McCARTHY

DAVID E.

28205

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........................................

RRRR IIIIZZZZOOOONNNNAAAA,,,, UUUU....SSSS....AAAA....

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

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GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

12" = 1'-0"

6/2

2/2

02

1 4

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IM 3

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1.17.17

15321795.00

M3.1

MECHANICAL DETAILS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

PLUMBING SPECIFICATIONS

NOTE: ALL SPECIFICATIONS MAY NOT APPLY

NOTICE TO OWNERS, ARCHITECTS AND CONTRACTORS REGARDING PRICING ESTIMATES1. UNDER NO CIRCUMSTANCES SHALL THESE DRAWINGS BE "FINAL" OR "HARD BID" UNTIL THE PROJECT IS FULLY PERMITTED.2. ALL PRELIMINARY PRICING EFFORTS SHALL BE CONSIDERED AS ESTIMATES ONLY AND SHALL INCLUDE SUCH CONTINGENCIES, ALLOWANCES,

ALTERNATIVES, ETC. TO ACCOUNT FOR MODIFICATIONS AND ADDITIONS THAT WILL OCCUR TO THE DRAWINGS DURING FINALIZATION OF THE DESIGN AND PERMITTING PROCESS.

SCOPE OF WORK1. ALL WORK REQUIRED CONSISTS OF PERFORMING ALL LABOR AND FURNISHING ALL MATERIALS, FIXTURES AND EQUIPMENT REQUIRED TO

PROVIDE COMPLETE PLUMBING INSTALLATION AS INDICATED ON THE DRAWINGS. IT SHALL FURTHER INCLUDE FURNISHING AND INSTALLING ALL MISCELLANEOUS ITEMS REQUIRED FOR THE OPERATION OF THE SYSTEMS, WHETHER SPECIFICALLY CALLED FOR OR NOT. CONNECT ALL EQUIPMENT FURNISHED UNDER OTHER TRADES AS REQUIRED. DETERMINE IN ADVANCE THE SHUT-DOWN OF EXISTING UTILITIES.

2. EXACT LOCATION OF PLUMBING FIXTURES SHALL BE DETERMINED FROM ARCHITECTURAL DRAWINGS.3. SPECIAL INSPECTIONS: WHERE THE PLANS INDICATE SPECIAL INSPECTIONS AND REPORT, OR AS REQUIRED BY THE AUTHORITY HAVING

JURISDICTION (AHJ), THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, HIRE AN INDEPENDENT THIRD PARTY INSPECTOR OR TESTING AGENCY TO PERFORM THE REQUIRED INSPECTIONS FOR THE TYPES OF WORK REQUIRED OR IDENTIFIED ON THE SPECIAL INSPECTION FORM. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE REGISTERED DESIGN PROFESSIONAL ENGINEER, PROVIDING TEST RESULTS AND STATING WHETHER THE ITEMS REQUIRING SPECIAL INSPECTION WERE IN COMPLIANCE WITH THE INSPECTION REQUIREMENTS. PROVIDE ADDITIONAL COST FOR ENGINEER'S SEALED LETTER OF APPROVAL.

CODES 1. ALL MATERIALS, EQUIPMENT AND INSTALLATION MUST COMPLY WITH ALL APPLICABLE LAWS, CODES, RULES, AND REGULATIONS, REQUIRED

BY CITY, COUNTY, STATE, AND FEDERAL AGENCIES.

PERMITS 1. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS, LICENSES AND FEES REQUIRED BY STATE AND LOCAL AUTHORITIES.2. COMBUSTIBLE MATERIALS SHALL NOT BE USED IN A NON-COMBUSTIBLE CONSTRUCTION TYPE BUILDING AS DEFINED BY THE BUILDING CODE.

COMBUSTIBLE MATERIALS SHALL BE PROTECTED AS SPECIFIED BY THE ENGINEER AND ARCHITECT OF RECORD.

INSPECTION 1. FURNISH OWNER WITH CERTIFICATE OF INSPECTION AND APPROVAL BY LOCAL AUTHORITIES PRIOR TO FINAL ACCEPTANCE OF THE PROJECT

BY THE OWNER. ALL WORK MUST BE INSPECTED.

EXISTING CONDITIONS1. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL VISIT THE

SITE AND INSPECT THE WORK TO BE PERFORMED, IN ADDITION TO WHAT IS SHOWN HEREIN, AND INCLUDE IN BID AN AMOUNT TO DO SUCH WORK.

2. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW WASTE LINES ARE TO BE CONNECTED BEFORE MAKING UP OR INSTALLATION OF NEW SYSTEM.

3. PRIOR TO COMMENCING WORK, PLUMBING CONTRACTOR SHALL CLEAN, TEST AND INSPECT ALL EXISTING ABOVE AND BELOW GROUND SEWER LINES TO INSURE THAT EXISTING SEWER PIPING IS IN SATISFACTORY WORKING CONDITION. CONTRACTOR SHALL REPORT ANY DEFECTS/DEFICIENCIES TO OWNER/ARCHITECT IMMEDIATELY. SUBMIT ADDENDUM BID TO ACCOMMODATE ANY REPAIR/REPLACEMENTS AS REQUIRED.

4. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT.

SHOP DRAWING SUBMITTALS1. PRIOR TO PROCUREMENT, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW FOR ALL EQUIPMENT, INCLUDING THE FOLLOWING:

A. DOMESTIC WATER, GAS, SANITARY AND STORM PIPING AND FITTINGS.B. BALL, BUTTERFLY VALVES, PRESSURE REDUCING VALVES AND SOLENOID VALVES.C. THERMAL INSULATION.D. WATER HEATERS AND PUMPS.E. OIL AND GREASE INTERCEPTORS.

MATERIALSWATER PIPING: 1. ALL PIPING SHALL CONFORM TO THE REQUIREMENTS OF THE ANSI SAFETY CODE AND BE FREE FROM ALL DEFECTS AND BE PROPERLY

IDENTIFIED. 2. ABOVE GROUND SHALL BE:

2.1. TYPE "L" OR TYPE "M" HARD DRAWN COPPER TUBING CONFORMING TO ASTM B 88-722.2. CPVC PLASTIC PIPE CONFORMING TO ASTM D 2846; ASTM F 441-442; CSA B137.6 2.3. CROSS-LINKED POLYETHYLENE (PEX) PLASTIC TUBING, IF ALLOWED BY THE AUTHORITY HAVING JURISDICTION, CONFORMING TO ASTM F

876; ASTM F 877; CSA B137.5.3. BELOW GROUND: (INSTALLED IN CONCRETE OR UNDER CONCRETE) TYPE "K" SOFT DRAWN COPPER TUBING, CONFORMING TO ASTM B 88-72,

SPIRALLY WRAP PIPING BELOW GRADE OR FLOORS WITH 3 LAYERS OF 20 MIL POLYETHYLENE TAPE WITH 1/2 OVERLAP. INSTALL NO PIPING JOINTS BELOW FLOOR.

4. ALL COPPER TUBING SHALL UTILIZE SWEAT FITTINGS SOLDERED WITH ASTM B 32, ALLOY SN95, SN94, OR E, LEAD FREE SOLDER.

SOIL, WASTE, VENT AND STORM PIPING:1. ALL SOIL AND WASTE PIPING SHALL SLOPE MINIMUM OF 1/4" PER FOOT. PIPING 4" AND LARGER MAY SLOPE 1/8" PER FOOT SLOPE IF SITE

CONDITIONS WON'T ALLOW 1/4" PER FOOT SLOPE.2. CHANGES IN DIRECTION, WHERE SPACE PERMITS, SHALL BE MADE WITH LONG SWEEP BENDS, Y-FITTINGS AND 1/8 OR 1/16 BENDS OR

COMBINATION AND 1/8 BENDS.3. SANITARY TEE BRANCHES AND 1/4 BENDS MAY BE USED FOR CONNECTION OF BRANCH LINES TO FIXTURES AND FROM STACKS TO

HORIZONTAL DRAINAGE.4. MATERIALS:

4.1. CAST IRON: NO-HUB CAST IRON, CISPI DESIGNATION 301-12 FOR ALL SOIL, WASTE AND VENT PIPING WITH STANDARD WEIGHT FITTINGS. USE STAINLESS STEEL NO-HUB CAST IRON COUPLINGS THROUGHOUT THE PROJECT. INSTALL PIPE AND FITTINGS PER CISPI DESIGNATION 301-12. RESTRAIN PIPE AND FITTINGS USING ENGINEERED (HOLDRITE OR EQUAL) ASSEMBLIES INSTALLED PER MANUFACTURERS INSTRUCTIONS.

4.2. GALVANIZED IRON: SCHEDULE 40 STANDARD WEIGHT CONFORMING TO ASTM A72-68. USE WROUGHT IRON SCREWED FITTINGS TO MATCH PIPE. MAKE ALL SCREWED JOINTS WITH TEFLON TAPE. (NO GALVANIZED IRON OR STEEL PIPE SHALL BE USED UNDERGROUND.)

4.3. ABS: ABS PIPING CONFORMING TO ASTM D2661-78 FOR ALL SOIL, WASTE AND VENT PIPING WITH MATCHING FITTINGS. ABS ABOVE AND BELOW GRADE FOR COMBUSTIBLE CONSTRUCTION OR ALLOWED BY LOCAL JURISDICTION. ABS FOR NON-COMBUSTIBLE CONSTRUCTION BELOW GRADE ONLY.

4.4. PVC: SCHEDULE 40 SOLID WALL PIPE AND DWV FITTING SYSTEM: PIPE AND FITTINGS SHALL BE MANUFACTURED FROM PVC COMPOUND WITH A CELL CLASS OF 12454 PER ASTM D 1784 AND CONFORM WITH NATIONAL SANITATION FOUNDATION (NSF) STANDARD 14. PIPE AND FITTINGS SHALL BE IRON PIPE SIZE (IPS) CONFORMING TO ASTM D 1785 AND ASTM D 2665. ALL PIPE AND FITTINGS TO BE PRODUCED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. SOLVENT CEMENTS SHALL CONFORM TO ASTM D 2564. PRIMER SHALL CONFORM TO ASTM F 656. THE SYSTEM IS INTENDED FOR NON-PRESSURE DRAINAGE APPLICATIONS WHERE THE TEMPERATURE WILL NOT EXCEED 140° F.

VALVES: 1. SIZE OF SHUT-OFF VALVES, CONTROL VALVES, BALANCING COCKS, UNIONS ETC., SHALL BE FULL LINE SIZE.2. PROVIDE SHUT-OFF VALVES IN CEILING SPACE FOR COLD AND HOT WATER PIPING CONNECTIONS TO ALL PLUMBING FIXTURES, HOSE

BIBBS AND TRAP PRIMERS. PROVIDE STAINLESS STEEL CEILING/WALL ACCESS PANELS AS NECESSARY, IN ACCORDANCE WITH ARCHITECT'S REQUIREMENTS.

GAS PIPING: 1. THE PLUMBING CONTRACTOR SHALL SEE THAT THE PROPER GAS METER AND REGULATOR ARE INSTALLED BY THE UTILITY CO., AND PAY FOR

ANY FEES CHARGED FOR THE INSTALLATION OF THE METER AND SERVICE LINES. GAS LINES SHALL EXTEND FROM THE METER TO ALL EQUIPMENT REQUIRING GAS.

2. MATERIALS:2.1. GAS PIPING ABOVE GROUND:

A. SCREWED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL CONFORMING TO ASTM A53 SPECIFICATIONS FOR GAS PIPING. B. 4" DIAMETER AND LARGER INTERIOR GAS PIPING SHALL BE WELDED.

2.2. GAS PIPING INSTALLED BELOW GROUND:A. SCHEDULE 40 BLACK STEEL SHALL BE PROVIDED WITH FACTORY WRAPPED PROTECTIVE COATING WITH FITTINGS TRIPLE SPIRALLY

WRAPPED WITH 20 MIL POLYETHYLENE TAPE WITH 1/2 OVERLAP. PROVIDE CATHODIC PROTECTION CONSISTING OF ONE 17 POUND MAGNESIUM ANODE PER 100 SQUARE FEET OF GROUND EXPOSED PIPE SURFACE.

B. POLYETHYLENE PLASTIC PIPE, TUBING AND FITTINGS USED TO SUPPLY FUEL GAS SHALL CONFORM TO ASTM D 2513. SUCH PIPE SHALL BE MARKED "GAS” AND "ASTM D 2513.”

3. GAS PIPE SHALL BE PROVIDED WITH SUITABLE DRIP LEGS ON ALL MAINS AND RISERS AT EQUIPMENT CONNECTIONS. ALL EQUIPMENT CONNECTIONS SHALL BE PROVIDED WITH AN AGA APPROVED SHUTOFF VALVE.

4. PROVIDE SLEEVES AT ALL PIPING PENETRATING MASONRY WALLS AND PACKED WATERTIGHT WITH APPROVED PACKING.5. GAS PRESSURE REGULATORS. A LINE PRESSURE REGULATOR SHALL BE INSTALLED WHERE THE APPLIANCE IS DESIGNED TO OPERATE AT A

LOWER PRESSURE THAN THE SUPPLY PRESSURE. LINE GAS PRESSURE REGULATORS SHALL BE LISTED AS COMPLYING WITH ANSI Z21.80. ACCESS SHALL BE PROVIDED TO PRESSURE REGULATORS. PRESSURE REGULATORS SHALL BE PROTECTED FROM PHYSICAL DAMAGE. REGULATORS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUTDOOR INSTALLATION.

6. MEDIUM PRESSURE (MP) REGULATORS SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE LOCAL ADOPTED CODES.7. VENTING OF REGULATORS. PRESSURE REGULATORS THAT REQUIRE A VENT SHALL BE VENTED DIRECTLY TO THE OUTDOORS. THE VENT

SHALL BE DESIGNED TO PREVENT THE ENTRY OF INSECTS, WATER AND FOREIGN OBJECTS.8. VENT PIPING. VENT PIPING FOR RELIEF VENTS AND BREATHER VENTS SHALL BE CONSTRUCTED OF MATERIALS ALLOWED FOR GAS PIPING

AND INSTALLED IN ACCORDANCE WITH ALL LOCAL ADOPTED CODES. VENT PIPING SHALL BE NOT SMALLER THAN THE VENT CONNECTION ON THE PRESSURE REGULATING DEVICE.

COMPRESSED AIR PIPING1. MATERIALS: COMPRESSED-AIR PIPING BETWEEN COMPRESSORS AND RECEIVERS, AND FOR DISTRIBUTION SHALL BE SCHEDULE 40 BLACK

STEEL PIPE, COPPER TUBE, OR GALVANIZED STEEL PIPE. PVC OR CPVC IS NOT PERMITTED.2. IDENTIFICATION: COMPRESSED-AIR PIPING SHALL BE PROVIDED WITH MARKINGS INCLUDING PIPING CONTENT'S NAME AND DIRECTION OF

FLOW ARROW. MARKING SHALL BE PROVIDED AT EACH VALVE, AT WALL, FLOOR, OR CEILING PENETRATIONS, AT EACH CHANGE IN DIRECTION, AND AT A MINIMUM OF EVERY 20 FEET OR FRACTION THEREOF DURING THE PIPING RUN.

3. INSTALLATION:A. INSTALL AIR AND DRAIN PIPING WITH ONE PERCENT SLOPE DOWNWARD IN DIRECTION OF AIRFLOW.B. INSTALL ECCENTRIC REDUCERS WHERE PIPE IS REDUCED IN SIZE IN DIRECTION OF AIRFLOW, WITH BOTTOMS OF BOTH PIPES AND

REDUCER FLUSH.C. CONNECT BRANCH AIR PIPING TO MAINS FROM TOP OF MAIN. PROVIDE DRAIN LEG AND DRAIN TRAP AT END OF EACH MAIN, BRANCH, AND

LOW POINT IN PIPING.4. SUPPORT: PIPING SHALL BE SUPPORTED IN SUCH A MANNER AS TO MAINTAIN ITS ALIGNMENT, AND PREVENT SAGGING. HANGERS AND

ANCHORS SHALL BE OF SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE PIPE AND ITS CONTENTS. PIPING SHALL BE ISOLATED FROM INCOMPATIBLE MATERIALS. HANGER ROD SIZES FOR PIPE SIZES 1/2" THROUGH 4" SHALL BE NO SMALLER THAN 3/8". DO NOT EXCEED THE FOLLOWING SPACING BETWEEN PIPE HANGERS:

STEEL PIPE- 12'-0" HORIZONTAL, 15'-0" VERTICALCOPPER TUBE- 1-1/4" AND SMALLER- 72" HORIZONTAL, 10'-0" VERTICAL

1-1/2" AND LARGER- 10'-0" HORIZONTAL, 10'-0" VERTICAL5. PIPING SYSTEM TESTS: TEST NEW AND MODIFIED PARTS OF EXISTING PIPING. CAP AND FILL COMPRESSED-AIR PIPING WITH OIL-FREE, DRY

AIR, OR GASEOUS NITROGEN TO PRESSURE OF 50 PSIG ABOVE SYSTEM OPERATING PRESSURE, BUT NOT LESS THAN 150 PSIG. ISOLATE TEST SOURCE AND LET STAND FOR 4 HOURS TO EQUALIZE TEMPERATURE. REFILL SYSTEM, IF REQUIRED, TO TEST PRESSURE AND HOLD PRESSURE FOR 2 HOURS WITH NO DROP IN PRESSURE. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM UNTIL SATISFACTORY RESULTS ARE OBTAINED

PIPE HANGERS: 1. PIPE HANGERS SHALL BE MICHIGAN #400 FOR STEEL PIPING, #402 FOR GAS AND COPPER PIPING. SUPPORT PIPING 1-1/4" AND SMALLER 6'-0"

O/C, AND PIPING 1-1/2" AND LARGER 10'-0" O/C. WASTE PIPING SHALL BE SUPPORTED AT 4'-0" O/C. PROVIDE 3/8" DIA. THREADED ROD PROPERLY BRACED FOR SEISMIC RESTRAINT ZONE 2.

PIPE INSULATION:1. ALL DOMESTIC COLD WATER PIPING SHALL HAVE 1/2 INCH THICK FIBERGLASS INSULATION WHERE DAMAGE TO ANY BUILDING

COMPONENTS WILL OCCUR AS A RESULT OF CONDENSATION FORMING ON COLD WATER PIPING. 2. ALL DOMESTIC HOT WATER AND HOT WATER RETURN PIPING SHALL HAVE 1 INCH THICK FIBERGLASS INSULATION.3. PIPE INSULATION SHALL HAVE AN ASJ JACKET AND A THERMAL CONDUCTIVITY (K-FACTOR) NOT EXCEEDING 0.27 AT 75 DEGREES MEAN

TEMPERATURE. 4. THE MAXIMUM FIRE HAZARD CLASSIFICATION OF THE INSULATION SYSTEM SHALL NOT HAVE MORE THAN A FLAME SPREAD OF 25, A FUEL

CONTRIBUTED RATING OF 50, AND A SMOKE DEVELOPED RATING OF 50 WHEN TESTED IN ACCORDANCE WITH U.L. REQUIREMENTS. PIPE COVERING SHALL BEAR THE U.L. LABEL.

5. INSULATE ALL FITTINGS, VALVE BODIES ETC. WITH SINGLE OR MULTIPLE LAYERS OF INSULATION WITH PREFABRICATED FITTINGS WITH P.V.C. JACKETS.

6. SUBMIT SHOP DRAWINGS FOR ALL INSULATION MATERIALS.

CLEAN OUTS: (ZURN, JOSAM, SMITH)1. CLEAN OUTS SHALL BE THE SAME SIZE AS THE LARGEST DOWNSTREAM PIPE IT IS SERVING. NO PLASTIC CLEAN OUTS WILL BE ACCEPTED.

PLUGS SHALL BE BRONZE.

PIPE EXPANSION:1. ALL PIPE CONNECTIONS SHALL BE INSTALLED TO ALLOW FOR FREEDOM OF MOVEMENT OF THE PIPING DURING EXPANSION AND

CONTRACTION.2. EXPANSION LOOPS AND EXPANSION JOINTS WITH PROPER ANCHORS AND GUIDES SHALL BE PROVIDED AS REQUIRED. ANCHORS AND

JOINTS SHALL BE SUBJECT TO THE REVIEW OF THE ARCHITECT.3. ALL SUPPORTS SHALL BE INSTALLED TO PERMIT THE MATERIALS TO CONTRACT AND EXPAND FREELY WITHOUT PUTTING A STRAIN OR

STRESS ON ANY PART OF THE SYSTEM. PROVIDE ANCHORS AS REQUIRED.

UNIONS 1. PROVIDE A UNION BETWEEN CONNECTIONS TO EACH FIXTURE, DEVICE OR PIECE OF EQUIPMENT FOR DISCONNECTING OF PIPING. 2. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS.

PIPE INSTALLATION1. INSTALL PIPING TO BEST SUIT FIELD CONDITIONS, COORDINATE LAYOUT OF PIPING WITH DUCT WORK AND OFFSET PIPING AS REQUIRED

TO CLEAR NEW WORK. 2. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" REMOVED FROM ALL AIR INTAKES, EVAPORATIVE COOLERS, ETC.3. CONTRACTOR SHALL ROUGH-IN ALL WASTE AND SUPPLY PIPING TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP

DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED.4. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK-CLOSING VALVES ARE UTILIZED. INCLUDES TOILET FLUSH VALVE GROUPS

AND CONNECTIONS TO ALL SOLENOID ACTIVATED VALVES. WATER-HAMMER ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND SHALL CONFORM TO ASSE 1010.

5. PROVIDE MEANS OF PREVENTING DISSIMILAR METAL CONTACT BETWEEN ALL PIPING MATERIALS FROM ANY OTHER METAL OR STRUCTURAL MEMBER TO PREVENT GALVANIC ACTION BETWEEN THE TWO METALS.

6. WHEN WATER PIPE AND SEWER ARE LAID PARALLEL TO EACH OTHER, ONE OF THE FOLLOWING PROCEDURES MUST BE FOLLOWED:A. THE HORIZONTAL DISTANCE BETWEEN THE WATER PIPE AND SEWER SHALL NOT BE LESS THAN SIX (6) FEET. B. EACH LINE SHALL BE LAID IN A SEPARATE TRENCH, OR IN BETWEEN FILLED WITH COMPACT FILL. C. THE WATER SERVICE PIPE MAY BE PLACED IN THE TRENCH WITH THE BUILDING DRAIN AND/OR BUILDING SEWER, PROVIDED THE

BOTTOM OF THE WATER SERVICE PIPE, AT ALL POINTS SHALL BE AT LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER LINE, AND SHALL BE PLACED ON A SOLID SHELF EXCAVATED AT ONE SIDE OF THE COMMON TRENCH.

D. WATER SERVICE AND SEWER SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR USE WITHIN A BUILDING AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING

ACCESSIBILITY1. THE INSTALLATION OF ALL VALVES, UNIONS, THERMOMETERS, GAUGES, OR OTHER INDICATING OR RECORDING DEVICES, OR SPECIALITIES

REQUIRING FREQUENT READING, REPAIRS, ADJUSTMENT, INSPECTION, REMOVAL, OR REPLACEMENT SHALL BE CONVENIENTLY AND ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING.

TESTING 1. FILL DOMESTIC WATER SYSTEM WITH WATER AND PRESSURIZE TO 125 PSI AND MAINTAIN FOR (4) FOUR HOURS WITH NO PRESSURE DROP.2. FILL WASTE, SOIL, VENT AND STORM DRAINAGE SYSTEMS WITH WATER TO HIGHEST POINT OF THE SYSTEM. HOLD PRESSURE FOR (4) HOURS

WITH NO DROP IN WATER LEVEL.3. IF THE SYSTEM IS TESTED IN SECTIONS, EACH SECTION SHALL BE FILLED WITH WATER BUT NO SECTION SHALL BE TESTED WITH LESS THAN A

TEN FOOT HEAD OF WATER. 4. GAS TESTING:

A. AIR PRESSURE TEST SYSTEM TO 75 PSI AND MAINTAIN FOR A PERIOD OF (8) HOURS WITH NO PRESSURE DROP. B. PURGE LINE WITH NITROGEN AT JUNCTION WITH MAIN LINE AT GAS METER TO REMOVE ALL AIR. CLEAR COMPLETE LINE BY ATTACHING A

TEST PILOT FIXTURE AT CAPPED STUB-IN LINE AT THE BUILDING LOCATION, AND LET GAS FLOW UNTIL TEST PILOT IGNITES. CAUTION: FAILURE TO PURGE SYSTEM MAY RESULT IN EXPLOSION WITHIN LINE WHEN AIR-TO-GAS IS AT CORRECT MIXTURE.

5. TEST AND OBTAIN APPROVAL ON ALL UNDERGROUND PIPING BEFORE COVERING WORK. PROVIDE WRITTEN TESTING REPORT TO ARCHITECT.

CLEANING 1. AT THE COMPLETION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE, ALL PARTS OF THE WORK INSTALLED UNDER THIS SPECIFICATION

SHALL BE THOROUGHLY CLEANED. ALL EQUIPMENT, FIXTURES, PIPE, VALVES AND FITTINGS SHALL BE CLEANED OF GREASE, METAL CUTTINGS AND SLUDGE WHICH MAY HAVE ACCUMULATED BY OPERATION OF THE SYSTEM FOR TESTING HEREIN BEFORE SPECIFIED OR FROM OTHER CAUSES.

STERILIZATION 1. STERILIZE THE ENTIRE WATER DISTRIBUTION SYSTEM THOROUGHLY WITH A SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION

OF AVAILABLE CHLORINE. FOR CHLORINATING MATERIALS USE SODIUM HYPOCHLORITE SOLUTION CONFORMING TO FEDERAL SPEC. 0-8-441, GRADE D, AND INTRODUCE INTO THE SYSTEM BY USE OF A COCK AT A SLOW, EVEN, CONTINUOUS RATE. ALLOW THE STERILIZING SOLUTION TO REMAIN IN THE SYSTEM FOR A PERIOD OF 24 HOURS, DURING WHICH TIME ALL VALVES AND FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER STERILIZATION, FLUSH THE SOLUTION FROM THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NO GREATER THAN 0.2 PARTS PER MILLION. PLATE COUNT SHALL INDICATE COUNT LESS THAN 100 BACTERIA PER CC.

GUARANTEE1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FROM DEFECT OF MATERIAL AND WORKMANSHIP,

AND SHALL REPLACE OR REPAIR, WITHOUT ADDITIONAL COST TO THE OWNER, ALL DEFECTIVE MATERIAL AND WORKMANSHIP FOR A PERIOD (1) YEAR AFTER COMPLETION AND ACCEPTANCE.

COORDINATION1. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH OTHER TRADES AFFECTED BY EACH OTHERS WORK AND FOR

CUTTING AND REFINISHING OF EXISTING WALLS, FLOORS, SOLID AND SUSPENDED CEILINGS ETC., WHERE REQUIRED BY WORK SHOWN AND NOTED HEREIN. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. ITEMS SUCH AS PIPE, FITTINGS, ETC., SHALL NOT BE INSTALLED IN CONFLICT WITH EQUIPMENT. COORDINATE ALL CUTTING AND PATCHING WITH THE GENERAL CONTRACTOR. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK. OBTAIN WRITTEN PERMISSION OF ARCHITECT BEFORE PROCEEDING WITH ANY CUTTING OR PATCHING OF STRUCTURAL SYSTEMS.

SUBSTITUTIONS 1. SUBSTITUTIONS OF MATERIALS OR PRODUCTS SHOWN HEREIN SHALL BE AT THE OWNER'S, ARCHITECT'S OR ENGINEER'S WRITTEN

APPROVAL ONLY, WITH COPIES OF APPROVAL SENT TO ARCHITECT FOR PROJECT FILE. DEVIATION FROM THESE DRAWINGS WILL NOT BE ALLOWED. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL SUBSTITUTIONS AND ALL COSTS OF CHANGES INCURRED BY THEMSELVES AND OTHERS DUE TO THE SUBSTITUTIONS.

RECORD DRAWINGS 1. PROVIDE TWO (2) SETS OF "RECORD" DRAWINGS (AS-BUILTS) AND TWO (2) BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE

CONTRACTS, GUARANTEES, ETC., ONE FOR THE OWNER AND ONE FOR BUILDING OPERATIONS DEPARTMENT. OBTAIN A COMPLETE SET OF RECORD DRAWINGS OF EXISTING CONSTRUCTION FROM THE OWNERS FOR INFORMATION ON EXISTING CONDITIONS. INCORPORATE ANY EXISTING CONDITIONS ON NEW RECORD DRAWINGS REQUIRED TO SHOW THE "INSTALLED" INSTALLATION.

ORDER OF PRECEDENCE OF DOCUMENTS1. SHOULD A CONFLICT ARISE BETWEEN CONSTRUCTION DOCUMENTS, THE ORDER OF PRECEDENCE SHALL BE:

A. SPECIAL PROVISIONSB. GENERAL PROVISIONSC. SPECIFICATIONSD. DETAILS ON DRAWINGSE. PLAN DRAWINGS

2. THE ENGINEER OF RECORD SHALL BE NOTIFIED BEFORE A DECISION IS MADE.

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

12" = 1'-0"

6/2

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1.17.17

15321795.00

P0.1

PLUMBING SPECIFICATIONS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

P - PLUMBING SHEET LISTSHEET

NUMBER SHEET NAME

P0.1 PLUMBING SPECIFICATIONS

P0.2 PLUMBING ABBREVIATIONS AND SYMBOLS

P1.1 PLUMBING FLOOR PLAN

P2.1 PLUMBING SCHEDULES AND CALCULATIONS

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

W WASTE OR SEWER PIPING

DESCRIPTIONABBR.SYMBOL

PLUMBING LEGEND

CWV COMBINATION WASTE AND VENT

GW GREASE WASTE

V VENT PIPING

CW COLD WATER PIPING

HW HOT WATER PIPING

HWR HOT WATER RETURN PIPING

G NATURAL GAS PIPING

FW FILTERED WATER PIPING

RD ROOF DRAIN LEADER

RD ROOF OVERFLOW DRAIN LEADER

D/CD INDIRECT OR CONDENSATE DRAIN

- ISOMETRIC CONTINUATION

- PIPE RISE

- PIPE DROP

- PIPE DROP UNDER A HORIZONTAL PIPE

- PIPE CAP

- PIPE BREAK

GV GATE VALVE

GBV GLOBE VALVE

BV BALL VALVE

CV CHECK VALVE

PV PLUG VALVE

SV SOLENOID VALVE

- BALANCING VALVE

BV BUTTERFLY VALVE

- UNION

- REDUCER

HB HOSE BIBB

GPR GAS PRESSURE REGULATOR

F FIRE SPRINKLER PIPING

FS FLOOR SINK

FD FLOOR DRAIN

CODE INFORMATION

GW

G

FW

RD

RD

D

S

F

FCO/SCO FLOOR OR SURFACE CLEAN OUT

WCO WALL CLEANOUT

RD/OD ROOF DRAIN / OVERFLOW DRAIN

VTR VENT THRU ROOF

TP TRAP PRIMER

WHA WATER HAMMER ARRESTOR

PDP POSITIVE DISPLACEMENT PUMP

CP CENTRIFUGAL PUMP

POCPOINT OF CONNECTION BETWEEN NEW AND EXISTING

1. 2006 IBC, 2012 IPC, & CITY OF TOMBSTONE AMENDMENTS. ALL SYSTEMS SHALL BE INCOMPLIANCE WITH THE ABOVE CODES AS ADOPTED BY THE CITY OF TOMBSTONE.

2. EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIRAPPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THIS CODE. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION PER THE PLUMBING CODE.

3. MATERIALS EXPOSED WITHIN PLENUMS SHALL HAVE A FLAME SPREAD RATING INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE TO ASTM E84.

4. ALL MATERIAL INSTALLED WITHIN PLENUMS SHALL BE APPROVED FOR THAT LOCATION AND PLENUM RATED. TYPICAL PER IMC. 602.

REFERENCE SYMBOLS

GENERAL REFERENCEDESIGNATES SHEET NUMBER

DETAIL REFERENCETOP DESIGNATES DETAIL NUMBERBOTTOM DESIGNATES SHEET NUMBER

SECTION REFERENCETOP DESIGNATES SECTION NUMBERBOTTOM DESIGNATES SHEET NUMBER

EQUIPMENT NAME AND NUMBER

SHEET KEYNOTE NUMBER

REVISION NUMBER

ELEVATION SYMBOL

NEW CONNECTION TO EXISTING

#

SHEET

#

SHEET

#

X0.0

NAME

#

#

#

NOTE: ALL SYMBOLS MAY NOT APPLY

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McCARTHY

DAVID E.

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

12" = 1'-0"

6/2

2/2

02

1 4

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04/18/21

15321795.00

P0.2

PLUMBING ABBREVIATIONS ANDSYMBOLS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

# REVISIONS / SUBMISSIONS DATE

STORAGE

107

STO

105

IT STOR

104

IT OFF 1

101

IT OFF 02

102

IT WORKROOM

108

STO

109

TABLE

110

BOARD ROOM

111

RECEPTION

112

WOMEN

113

VEST

114

OFF 01

115

HALL

116

MEN

117

HALL

122

OFF 02

118

OFF 03

120

STO

121

OFF 04

127

CONF

119

OFF 05

124

STO

125

BREAK RM

126

OFF 07

128

TRANS

129

STO

132STO

133

STO

134

RECORDS

136

UNISEX TLT

135

STO

106

RWC RWC

RLAV RLAV

RUR

RWC

ELAVELAV

EWCRWC

1

1

2

2

2

2

22

2

22

1 1/2"

3

4

2"

4"

4"2"

2"

55

66

2"

7

8

9

10

EX.

EX.EX.

FC

1

1

P2.1

11

FC

21"

12

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1IWH

2 IWH

3

14

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DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

1/8" = 1'-0"

6/2

2/2

02

1 4

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1 P

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IM 3

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08/09/11

15321795.00

P1.1

PLUMBING FLOOR PLAN

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

KEYED NOTES GENERAL NOTES-

1 CONNECT NEW WASTE LINE TO EXISTING WASTE LINE BELOW FLOORAT THIS LOCATION. FIELD VERIFY EXACT SIZE, LOCATION, SLOPE,DIRECTION OF FLOW AND INVERT PRIOR TO INSTALLATION

2 CONTRACTOR SHALL CAP AND SEAL EXISTING WASTE AND VENTLINES BEHIND FINISHED SURFACE. FIELD VERIFY EXACT SIZE,LOCATION, AND DEPTH PRIOR TO CONSTRUCTION.

3 1/2" CW LINE UP FROM EXISTING WATER LINE BELOW GRADE TOSERVE LAVATORY AND INSTANTANEOUS WATER HEATER. ROUTE 1/2"HW LINE FROM WATER HEATER TO LAVATORY AS REQUIRED.

4 CONNECT NEW WATER LINE TO EXISTING WATER LINE BELOW GRADEAT THIS LOCATION. FIELD VERIFY EXACT SIZE AND LOCATION.

5 CONTRACTOR SHALL CAP AND SEAL ALL HOT & COLD WATER PIPINGBEHIND FINISHED SURFACE. FIELD VERIFY EXACT SIZE ANDLOCATION PRIOR TO CONSTRUCTION.

6 EXISTING COLD WATER LINE UP FROM BELOW GRADE TO SERVERESTROOM FIXTURES.

7 2" CW LINE UP INTO CEILING SPACE TO ROUTE TO NEW RESTROOMAND SERVE RELOCATED FIXTURES.

8 1-1/2" CW LINE DOWN IN WALL TO HEADER. ROUTE 1-1/4" CW LINE TOURINAL AND 1-1/2" CW LINE TO WATERCLOSET.

9 1-1/2" CW LINE DOWN IN WALL HEADER. ROUTE 1-1/2" CW LINE TOEACH WATER CLOSET.

10 1/2" CW LINE DOWN IN WALL TO SERVE LAVATORY ANDINSTANTANEOUS WATER HEATER. ROUTE 1/2" HW LINE FROM WATERHEATER TO LAVATORY AS REQUIRED.

11 CONTRACTOR SHALL EXTEND EXISTING GAS LINE FROM REMOVEDUNIT CONNECTION LOCATION DOWN TO NEW VERTICAL FURNACECONNECTION LOCATION. CONTRACTOR SHALL FIELD VERIFY EXACTSIZE AND LOCATION PRIOR TO CONSTRUCTION.

12 CONTRACTOR TO ROUTE NEW 1" GAS LINE UP FROM BELOW GRADETHEN UP IN WALL TO CONNECT TO NEW FURNACE.

13 CONTRACTOR SHALL ROUTE NEW 1" LINE FROM MAIN AT EXISTINGGAS METER NEAR STREET. SEE GAS SCHEMATIC FOR LENGTHS.

14 EXISTING 3/4" CW LINE DOWN IN WALL TO EXISTING LAVATORIES.ROUTE NEW 3/4" CW LINE TO NEW INSTANTANEOUS WATER HEATER.ROUTE 3/4" HW LINE FORM WATER HEATER TO HEADER THEN ROUTE1/2" HW LINE TO EACH LAVAORY.

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

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

PLUMBING FLOOR PLAN

A. CONTRACTOR SHALL FIELD VERIFY SEWER UTILITY CONNECTION SIZE, LOCATION,SLOPE, DIRECTION OF FLOW AND INVERT PRIOR TO BEGINNING CONSTRUCTION.CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIESBETWEEN PLANS AND ACTUAL FIELD CONDITIONS

B. UNDERGROUND NON-METALLIC SANITARY DRAINAGE PIPING LARGER THAN 2INCHES IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPER TRACERWIRE OR OTHER APPROVED CONDUCTOR LOCATED ADJACENT TO THE PIPING.THE TRACER WIRE SHALL TERMINATE ABOVE THE GROUND AT EACH END OF THENON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN 18 AWGAND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL.

C. ALL PIPE, PIPE FITTINGS, TRAPS, FIXTURES, MATERIAL AND DEVICES USED IN THISPLUMBING SYSTEM SHALL BE LISTED OR LABELED BY A LISTING AGENCY. EACHLENGTH OF PIPE AND EACH PIPE FITTING, TRAPS, FIXTURE, MATERIAL ANDDEVICES USED IN THIS PLUMBING SYSTEM SHALL HAVE CAST, STAMPED, ORINDELIBLY MARKED ON IT THE MAKERS MARK OR NAME, SUCH MARKING ISREQUIRED BY THE APPROVED STANDARD THAT APPLIES

D. ALL FLOOR CLEAN OUTS, FLOOR SINKS, AND FLOOR DRAINS TO SET FLUSH WITHFINISHED FLOOR

E. ALL FLOOR DRAINS AND FLOOR SINKS SHALL HAVE TRAP PRIMERS PROVIDED ORAS DIRECTED BY THE LOCAL JURISDICTION.

F. ALL INDIRECT WASTE PIPING INSTALLED WITH A LENGTH GREATER THAN 5'-0"SHALL HAVE A CLEANOUT PROVIDED. MAXIMUM LENGTH OF INDIRECT WASTE LINESHALL BE 15'-0". FOR EACH REQUIRED EQUIPMENT INDIRECT WASTE PIPINGCONNECTION, ROUTE INDIRECT WASTE PIPING FROM EQUIPMENT TO NEARESTFLOOR SINK. INDIRECT WASTE PIPING SHALL BE COPPER TYPE "DWV" WITHSOLDERED END DRAINAGE FITTINGS.

G. ALL INDIRECT WASTE PIPING THAT EXCEEDS 30 INCHES IN DEVELOPED LENGTHMEASURED HORIZONTALLY, OR 54 INCHES IN TOTAL DEVELOPED LENGTH SHALLBE TRAPPED.

H. ALL INDIRECT WASTES, CONDENSATE AND RELIEF VALVE DRAINS SHALL HAVECODE APPROVED AIR GAPS.

J. EACH VENT SHALL TERMINATE NOT LESS THAN 10 FT FROM OR 3 FT ABOVE ANYWINDOW, DOOR OPENING, AIR INTAKE OR VENT SHAFT, NOR LESS THAN 3 FT INEVERY DIRECTION FROM ANY LOT LINE (ALLEY & STREET ACCEPTED).

K. PROVIDE CHROME PLATED P-TRAP, TAILPIECE AND ESCUTCHEON AT EACH HANDSINK/LAVATORY WITH A DIRECT WASTE CONNECTION.

L. ALL FLOOR SINKS SHALL HAVE HALF GRATE UNLESS NOTED OTHERWISE. FLOORSINKS LOCATED BELOW EQUIPMENT SHALL BE A MINIMUM 50% EXPOSED ANDSHALL BE INSTALLED FLUSH WITH FINISHED FLOOR OR AS DIRECTED BY LOCALJURISDICTION.

A. CONTRACTOR SHALL FIELD VERIFY EXISTING WATER UTILITY CONNECTION SIZEAND LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALLIMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANSAND ACTUAL FIELD CONDITIONS.

B. PLUMBING CONTRACTOR TO COORDINATE EXACT STREET WATER PRESSUREAND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL PROVIDEA PRESSURE REDUCING VALVE (PRV) IF STREET WATER PRESSURE EXCEEDS 80PSI. PRV SHALL BE INSTALLED ON BUILDING SIDE OF WATER METER AND SET TO80 PSI.

C. CONTRACTOR TO FIELD VERIFY EXISTING DOMESTIC WATER SYSTEM ISPROVIDED WITH A REDUCED PRESSURE BACKFLOW PREVENTER (RPBP). IF NOTEXISTING, PROVIDE AN APPROVED RPBP ASSEMBLY SIZED TO MATCH BUILDINGWATER METER. INSTALL NEW RPBP BETWEEN THE WATER METER AND THEBUILDING PER LOCAL JURISDICTION'S REQUIREMENTS.

D. UNDERGROUND NON-METALLIC WATER AND IRRIGATION SYSTEM PIPING LARGERTHAN 2 INCHES IN DIAMETER SHALL BE INSTALLED WITH INSULATED COPPERTRACER WIRE OR OTHER APPROVED CONDUCTOR LOCATED ADJACENT TO THEPIPING. THE TRACER WIRE SHALL TERMINATE ABOVE THE GROUND AT EACH ENDOF THE NON-METALLIC PIPING. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL.

E. MAKE SHUTOFF VALVES ACCESSIBLE NEAR THE EQUIPMENT THEY SERVE.

F. ALL HAND SINKS/LAVATORIES SHALL BE PROVIDED WITH A THERMO-STATICMIXING VALVE TO SUPPLY TEMPERED HW, MAX. 110 DEG. F.

G. PROVIDE CHROME PLATED STOP VALVES AT EACH REQUIRED EQUIPMENT WATERCONNECTION. PROVIDE AGA COMPLIANT BALL VALVE AT EACH REQUIREDEQUIPMENT GAS CONNECTION.

H. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS AND HOSE BIBBSSHALL BE PROTECTED FROM CROSS CONNECTION W/ APPROVED BACKFLOWPREVENTION DEVICES.

J. MINIMUM DEPTH OF GAS PIPING TO BE 24" BELOW GRADE. COORDINATE WITHLOCAL GAS COMPANY.

K. GAS PIPING SHALL NOT BE INSTALLED IN OR ON THE GROUND UNDER ANYBUILDING.

L. GAS PIPING SHALL NOT BE RUN IN HOLLOW CORE OF BLOCK.

M. PROVIDE SHUT-OFF COCK, UNION, AND 6" LONG DIRT LEG WITH CAP AT EACH GASLINE DROP TO APPLIANCE.

N. DO NOT USE FLEXIBLE PIPE CONNECTIONS TO EQUIPMENT.

P. ALL GAS PIPING UNDER ASPHALT OR CONCRETE PAVING ADJOINING BUILDINGMUST BE SLEEVED IN GAS TIGHT VENTED PIPE IN ACCORDANCE WITH LOCAL GASCODE.

Q. ALL GAS PIPING MATERIALS, VALVES, FITTINGS, INSTALLATION AND TESTINGSHALL COMPLY WITH LOCALLY ACCEPTED PLUMBING CODE AND GAS COMPANYREGULATIONS.

R. VERIFY ALL GAS BTU/H INPUTS WITH ACTUAL BTU/H INPUT OF APPLIANCESUPPLIED.

S. A BUILDING SHUT OFF VALVE SHALL BE INSTALLED ON MAIN GAS LINE AT GASMETER.

# REVISIONS / SUBMISSIONS DATE

DOMESTIC WATER CALCULATIONS

TOTAL DEVELOPED LENGTH =

REQUIRED PRESSURE @ FIXTURE =STATIC LOSS (12 X 0.43) =

TAP AND METER =

RPBP =

TOTAL LOSSES =

440'

20

5.2

2.310.0

37.5

SIZE GPM FIXTURE UNITS - FLUSH TANK FIXTURE UNITS - FLUSH VALVE

1/2" 3

3/4" 6

1" 14

1-1/4" 24

1-1/2" 37

2" 74

2-1/2" 117

2

7

19

37

72

245

460 336

124

22

6

-

-

-

DEVICE P.S.I. LOSS

(DIFFERENCE 22.5 X 100 = 2250

TOTAL DEVELOPED LENGTH 440

EQUALS 5.1 PSI ALLOWABLE PRESSURE DROP, PER 1OO FT. PIPE

PRESSURE AVAILABLE AT MAIN =TOTAL LOSSES =

DIFFERENCE =

60

37.5

22.5

WATER PIPING SIZED CONSERVATIVELY AT 5.0 PSI ALLOWABLE PRESSURE DROP , PER 2012 IPC100FT PIPE TABLE E103.3(5) FAIRLEY SMOOTH

WATER CALCULATION BASED ON 2012 IPC, APPENDIX E

3" 200 945 931

HORIZONTAL PIPE LENGTH (BUILDING TO LAST FIXTURE) 352'EQUIVALENT LENGTH FOR FITTING (LENGTH x .25) 88'

NOTE: PLUMBING CONTRACTOR TO COORDINATE EXACT MAIN WATER PRESSURE AND NOTIFYENGINEER OF ANY DISCREPANCIES.

EX. 2" METER @ 56 GPM = 2.3 PSI DROP

NOTE:NO NEW FIXTURES BEING ADDED. ALL FIXTURES ARE BEING RELOCATED OR REMOVED.

EX. 2"

EX. 2"

EX. 4"

EX. 4"

EX. 4"

EX. 4"EHWC

ELAV

ELAV

RHWC4"

4"

2"

EX. 2"

EX. 3"

EX. 4"

EX4" VTR

EX. 2"

EX. 2"

EX. 2"

EX. 2"

EX. 2"EX. 2"

EWCO

EWCO

WCO

EX. 4"

EX. 4"

EX.4" VTR 2"

2"4"

4" 4"

2"

2"

2"

WCO

WCO

RUR

RHWC

2"

4"

4"

4"

2"2"

4"

2"

2"

2"

2"

3"

3"

WCO

RHWC

RHWC

WCO

WCO

RLAV

RLAV

WCO

2"

SCALE: NONE1

GAS CONNECTION DETAIL

EQUIPMENT

LUBRICATEDPLUG VALVE

INCOMINGGAS MAIN

3" MINIMUMDIRT LEG

UNION

FC-266 CFH

239'

55'

2'

1'2'

5'

1'

1"

1"

NATURAL GAS CALCULATION - LESS THAN 2 PSI

SIZED PER 2018 IFGC TABLE 402.4(2).

TOTAL LENGTH:

25% FOR FITTINGS:

TOTAL DEVELOPED LENGTH:

TOTAL LOAD:

305'

76'

381'

66 CFH

....

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DRAWING TITLE:

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DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144

Mesa, Arizona 85205

P 480 830 3838

F 480 830 3860

www.emc2architects.com

ROUP RCHITECTS LANNERS,

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PLUMBING SCHEDULES ANDCALCULATIONS

JOHN L, WYATT

TOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZTOMBSTONE, AZ

OwnerOwnerOwnerOwner

P - PLUMBING FIXTURE SCHEDULE

MARK FIXTURE

FIXTURE

MANUF.

FIXTURE

MODEL

FAUCET

MANUF.

FAUCET

MODEL DESCRIPTION

SERVICE PIPE SIZES WASTE

FIXTURE UNITS

WATER

FIXTURE UNITSDRAIN VENT CW HW

ELAV EXISTING WALL HUNG LAVATORY - - - - CONTRACTOR TO ENSURE EXISTING LAVATORIES AREPROVIDED w/ TMV BELOW COUNTER

2" 2" 1/2" 1/2" 1 2

EWC EXISTING ADA WATER CLOSET - - - - 1.6 GPF, VALVE TYPE TOILET, ELONGATED OPEN-FRONT SEAT,MOUNTED AT 17" A.F.F.

4" 2" 1 1/2" 4 10

RLAV RELOCATED WALL HUNG LAVATORY - - - - LAVATORIES ARE TO BE PROVIDED w/ CONCEALED WALLSUPPORTS. PROVIDE w/ TMV BELOW COUNTER

2" 2" 1/2" 1/2" 1 2

RUR RELOCATED URINAL - - - - 1.0 GPF, WASHOUT FLUSHING ACTION, INTEGRAL TRAP,INSTALL AT HEIGHT PER ARCHITECT.

2" 2" 1 1/4" 4 5

RWC RELOCATED ADA WATER CLOSET - - - - 1.6 GPF, VALVE TYPE TOILET, ELONGATED OPEN-FRONT SEAT,MOUNTED AT 17" A.F.F.

4" 2" 1 1/2" 4 10

TMV-2 THERMOSTATIC MIXING VALVE POWERS HYDROGUARDLF480

LOCKING TEMPERATURE ADJUSTMENT HANDLE SET TO 105°F,5-10 GPM CAPACITY, S.S. INTERNALS & INTEGRAL CHECKS w/

S.S. A.P. & LOCK PER ASSE 1070.

1/2" 1/2" 0 0

SCALE: NOT TO SCALE2

WASTE AND VENT SCHEMATIC - EAST

SCALE: NOT TO SCALE3

WASTE AND VENT SCHEMATIC - WEST

SCALE: NOT TO SCALE4

GAS SCHEMATIC

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021

www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:

CHK:210680

MC

MC

DEM

P - INSTANTANEOUS ELECTRIC WATER HEATER SCHEDULE

TAG SYSTEM LOCATION TYPE

ELECTRICAL DATA BASIS OF DESIGN

REMARKSMAX KW VOLTAGE PHASE MANUFACTURER MODEL

IWH DOMESTIC WOMEN 113 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT2.5 SET FOR MAX. HW TEMPERATURE OF 110° F.

IWH DOMESTIC MENS 117 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT2.5 SET FOR MAX. HW TEMPERATURE OF 110° F.

IWH DOMESTIC UNISEX 135 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT4 PROVIDE (2) 0.5 GPM AERATORS FOR LAVATORY CONNECTION SET FOR MAX. HW TEMPERATURE OF 110° F.

# REVISIONS / SUBMISSIONS DATE

A AMPS/AMPERES

AFC AVAILABLE FAULT CURRENT

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR.

AFG ABOVE FINAL GRADE.

AWG AMERICAN WIRE GAUGE

C CONDUIT

CU COPPER MATERIAL

DED DEDICATED

EF EXHAUST FAN

EM EMERGENCY / 90 MINUTE BATTERY FOR EGRESS

EMT ELECTRICAL METALLIC TUBING

ENT ELECTRICAL NON-METALLIC TUBING

ER EXISTING TO BE RELOCATED AS INDICATED.

EX EXISTING TO REMAIN.

FMC FLEXIBLE METAL CONDUIT

GEC GROUNDING ELECTRODE CONDUCTOR AT THE SES

GFCI GROUND FAULT CURRENT INTERRUPTER.

GND GROUND

IMC INTERMEDIATE METAL CONDUIT

IG ISOLATED GROUND

KCMIL 1000 CIRCULAR MILS (MCM)

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LFNC LIQUID-TIGHT FLEXIBLE NON-METALLIC CONDUIT

N NEW

N1 NEMA 1

N3R NEMA 3R

NL NIGHT LIGHT. BYPASS LOCAL SWITCHING.

RNC RIGID NONMETALLIC CONDUIT

UNO UNLESS NOTED OTHERWISE.

WP WEATHERPROOF

XP EXPLOSION PROOF.

XR EXISTING TO BE REMOVED.

E - ABBREVIATIONS

GENERAL NOTES1. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE EXACT

ROUTING REQUIRED. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THECONDITIONS OF INSTALLATION.

2. ALL EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE NEW, LISTED ANDLABELED BY A NATIONALLY-RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITYHAVING JURISDICTION, FOR THE CONDITIONS OF INSTALLATION. NO "RE-FURBISHED"EQUIPMENT IS ACCEPTABLE WITHOUT WRITTEN CONSENT BY ENGINEER OF RECORD.

3. DEVICE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. EXACT DEVICE LOCATIONSSHALL BE AS INDICATED ON THE ARCHITECTURAL PLANS OR AS DIMENSIONED. IF NOT SHOWNON THE ARCHITECTURAL PLANS OR DIMENSIONED ON THE ELECTRICAL PLANS, VERIFY EXACTLOCATION WITH THE ARCHITECT PRIOR TO ROUGH-IN.

4. ALL WIRE COUNTS ARE TYPICALLY NOT SHOWN BETWEEN LIGHT FIXTURES OR RECEPTACLES.PROVIDE ALL REQUIRED EVEN WHERE NOT SHOWN.

5. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS, CIRCUITS SHALL CONSIST OF #12 PHASE ANDGROUNDED (NEUTRAL CONDUCTORS) AND A #12 CU GROUND IN 3/4" CONDUIT. MC CABLESHALL BE ACCEPTABLE IN WALLS. ALL BRANCH CIRCUIT HOME-RUNS SHALL BE IN CONDUIT. ALLWIRE SHALL BE COPPER.

6. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINALCONNECTIONS TO ALL UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPEOF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD.

7. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL, PLUMBING ANDGENERAL CONTRACTORS, PRIOR TO ORDERING OR INSTALLATION OF ANY EQUIPMENT,MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS ARE PROVIDED IN THE ELECTRICALDESIGN. THE CONTRACTOR WILL NOT BE COMPENSATED FOR COSTS ASSOCIATED WITHCHANGING THE ELECTRICAL SYSTEMS TO MATCH UTILIZATION EQUIPMENT, EVEN IF THEELECTRICAL WORK IS INSTALLED PER THE ELECTRICAL DRAWINGS.

8. INSULATION & WIRE TYPES SHALL BE AS FOLLOWS : (UNLESS NOTED OTHERWISE)COMMERCIAL PORTION:A. SERVICE ENTRANCE - XHHW, CU/AL, IN RACEWAYB. FEEDERS -1. ABOVE GRADE - THW/THWN, CU/AL, IN RACEWAY2. BELOW GRADE - XHHW, CU/AL, IN RACEWAY

C. BRANCH CIRCUITS - THHN/THWN, CU/AL, IN RACEWAY9. SOME CONDUCTOR SIZES ARE BASED ON THE USE OF 75 DEGREE C CONDUCTOR RATINGS.

THE CONTRACTOR SHALL VERIFY, PRIOR TO INSTALLATION OF CONDUCTORS OR CONDUITFEEDING ANY EQUIPMENT, THAT ALL ELECTRICAL EQUIPMENT IS RATED FOR USE WITH 75DEGREE C WIRING. IF ANY EQUIPMENT IS RATED FOR USE WITH LESS THAN 75 DEGREE CCONDUCTORS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOREVALUATION/CORRECTION.

10. UNLESS SPECIFICALLY NOTED OTHERWISE, SYSTEMS PROVIDED OR INSTALLED BY THEELECTRICAL CONTRACTOR FOR THE PROPER OPERATION OF THE EQUIPMENT OR SYSTEM,SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT.

11. THE CONTRACTOR SHALL PERFORM ALL ACCEPTANCE TESTS REQUIRED OR RECOMMENDEDBY EQUIPMENT MANUFACTURERS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVEN(7) DAYS PRIOR TO TESTING AND SHALL ALLOW OBSERVATION OF THE TESTING BY THEENGINEER.

12. ALL RECEPTACLES INSTALLED WITHIN 6 FEET OF A SINK SHALL BE GFI PROTECTED.13. UNLESS OTHERWISE NOTED, ALL EQUIPMENT DISCONNECTS SHALL BE NEMA TYPE 3R,

FUSIBLE, 30A, 3 POLE. FUSE PER EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS.14. DEVICE BOXES SHOWN BACK-TO-BACK SHALL BE OFFSET A MINIMUM OF TWELVE (12) INCHES

TO REDUCE SOUND TRANSMISSION BETWEEN ROOMS.15. ALL PENETRATIONS IN WALLS SHALL BE SEALED WITH FLEXIBLE ACOUSTIC CAULKING.

CAULKING SHALL BE APPLIED AROUND OUTLET BOXES TO PROVIDE A COMPLETE SEALBETWEEN THE BOX AND THE WALL.

16. PRIOR TO CORE DRILLING IN ANY FLOOR, ELECTRICAL CONTRACTOR SHALL COORDINATE WITHSTRUCTURAL ENGINEER. PROVIDE ANY AND ALL TESTING REQUIRED PER STRUCTURALENGINEER.

17. PRIOR TO TRENCHING IN ANY AREA, THE CONTRACTOR SHALL CONTACT ELECTRICAL,COMMUNICATIONS/DATA, CABLE TV, GAS, AND WATER UTILITY PROVIDERS (BLUE STAKE)AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALLOBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OFUNDERGROUND STRUCTURES TO IDENTIFY ANY OBSTACLES IN THE PATH OF TRENCHING(PRIOR TO COMMENCING WORK). DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.

18. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES INCLUDINGTHE NEC.

19. ALL CABLE EXPOSED IN MECHANICAL AIR HANDLING PLENUM AREAS SHALL BE PLENUM RATED.20. ALL CABLE EXPOSED IN MECHANICAL AIR HANDLING PLENUM AREAS SHALL BE IN CONDUIT.21. OVER CURRENT DEVICES SHALL BE LOCATED WHERE THEY WILL NOT BE EXPOSED TO

PHYSICAL DAMAGE.22. CONTRACTOR SHALL INSTALL CITY APPROVED HANDLE TIES FOR ALL SHARED NEUTRAL

CIRCUITS.23. CONTRACTOR SHALL CONTACT ENGINEER IN WRITING (RFI) PRIOR TO PROCEEDING WITH ANY

WORK NOT CLEARLY SHOWN ON THESE CONTRACT DOCUMENTS. ENGINEER WILL NOTACCEPT ANY RESPONSIBILITY FOR WORK HE HAS NOT EXPLICITLY AUTHORIZED.

24. PROVIDE IDENTIFICATION AT THE DISTRIBUTION PANEL FOR BRANCH CIRCUITS THAT FEEDEMERGENCY LIGHTING UNIT EQUIPMENT.

25. ELECTRICAL EQUIPMENT THAT IS LIKELY TO REQUIRE MAINTENANCE WHILE ENERGIZED SHALLBE PROPERLY MARKED TO WARN PERSONNEL OF ARC FLASH HAZARD.

26. IN EVENT OF A DISCREPANCY BETWEEN THE SPECIFICATIONS AND A NOTE ON THE DRAWINGS,THE DRAWING NOTES SHALL SUPERSEDE THE SPECIFICATIONS.

27. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICALCONTRACTOR INCLUDING SETTINGS OF CIRCUIT BREAKERS.

28. WHERE A MANUAL MOTOR STARTER IS SHOWN ON THE PLANS, THE CONTRACTOR SHALLVERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT".

29. WHERE A COMBINATION CONTROLLER IS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALLVERIFY THE DEVICE PROVIDED IS LABELED "SUITABLE AS MOTOR DISCONNECT" AND IS LISTEDAS A BRANCH CIRCUIT OVERLOAD AND SHORT-CIRCUIT PROTECTIVE DEVICE.

30. PROVIDE A #18 OR LARGER COPPER TRACER WIRE SECURELY ATTACHED TO THE NON-METALLIC CABLE, PIPE OR CONDUIT AT 8'-0" ON CENTER. IT SHALL HAVE A 12" OF TRACER WIREACCESSIBLE ABOVE GRADE AT ANY ABOVE GRADE TERMINATION PER ARIZONA STATESTATUTE.

32. LIGHT FIXTURES IN SUSPENDED CEILINGS SHALL BE INSTALLED IN COMPLIANCE WITH BUILDINGCODE. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

a. LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILINGSYSTEM.

b. INSTALL (OR VERIFY THE EXISTENCE OF) A #12 GAGE HANGER WIRE WITHIN 3"OF EACH CORNER OF THE LIGHT FIXTURE.

c. PENDANT-HUNG FIXTURES SHALL BE SUPPORTED FROM THE STRUCTUREABOVE WITH (2) #9 GAGE WIRES OR OTHER APPROVED SUPPORT METHODWHICH DOES NOT DEPEND ON THE CEILING SUPPORT SYSTEM.

33. LIGHT FIXTURES MOUNTED IN CEILINGS WHICH FORM AN AIR-HANDLING SPACE (PLENUM)SHALL BE SPECIFICALLY LISTED FOR SUCH INSTALLATION.

34. LIGHT FIXTURES MOUNTED IN FIRE-RATED CEILINGS SHALL BE SPECIFICALLY LISTED TOMAINTAIN THE FIRE RATING.

35. WHERE THE PLANS INDICATE A LIGHT FIXTURE IS TO BE PROVIDED WITH SPECIALFEATURES/SWITCHING (DIMMING, EMERGENCY, THREE-LEVEL, ETC) THE CONTRACTOR SHALLPROVIDE THESE FIXTURES WITH THE APPROPRIATE BALLASTING TO ACCOMMODATE THESPECIAL FEATURE. THE CONTRACTOR SHALL PROVIDE THE FIXTURES AS INDICATED IN THELIGHTING FIXTURE SCHEDULE, WITH MODIFICATIONS AS REQUIRED BY PLAN NOTES.

36. THE ELECTRICAL CONTRACTOR SHALL REVIEW THE MECHANICAL PLANS, PRIOR TO BID, ANDDETERMINE THE LOCATION OF SMOKE OR FIRE/SMOKE DAMPERS, IF ANY. UNLESS OTHERWISENOTED ON THE ELECTRICAL PLANS, EACH SMOKE OR FIRE/SMOKE DAMPER SHALL BECONNECTED TO THE NEAREST RECEPTACLE CIRCUIT, NOT TO EXCEED THREE (3) DAMPERSADDED TO ANY CIRCUIT. INCLUDE IN THE BASE BID BID ONE (1) DUCT SMOKE DETECTOR PERSMOKE OR FIRE/SMOKE DAMPER SHOWN ON THE MECHANICAL PLANS.

37. UNLESS NOTED OTHERWISE, EACH DAMPER DUCT SMOKE DETECTOR SHALL BE RATED 24VACAND SHALL BE CONNECTED TO THE FIRE ALARM PANEL (IF ANY) ON A SEPARATE ZONE.

38. SMOKE OR FIRE/SMOKE DAMPERS SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM (IF ANY)AND SHALL BE CONTROLLED BY THE FIRE ALARM CONTROL PANEL (IF ANY).

39. THE ELECTRICAL CONTRACTOR SHALL REVIEW THE MECHANICAL PLANS, PRIOR TO BID, TODETERMINE THE NUMBER AND LOCATION OF HVAC SYSTEMS RATED 2000 CFM OR HIGHER. THEELECTRICAL CONTRACTOR SHALL INCLUDE, IN THE BASE BID, A DUCT SMOKE DETECTOR ONEACH UNIT FOR ALL SYSTEMS RATED 2000 CFM OR HIGHER. THE DETECTORS SHALL BE RATED120VAC. PROVIDE THE DETECTORS TO THE MECHANICAL CONTRACTOR OR INSTALLATION INTHE DUCT. MECHANICAL CONTRACTOR SHALL CONNECT EACH DETECTOR TO SHUT DOWN IT'SASSOCIATED UNIT. ELECTRICAL CONTRACTOR SHALL MAKE CONNECTION TO THE FIRE ALARMCONTROL PANEL (IF ANY) ON A SEPARATE ZONE. NOTE THAT CERTAIN MUNICIPALITIES REQUIRESMOKE DETECTORS ON BOTH THE SUPPLY AND RETURN DUCTS. SEE THE DRAWINGS TODETERMINE IF THIS PROJECT REQUIRES THE EXTRA DETECTOR.

40. DEMOLITION NOTES:a. FOR EQUIPMENT BEING REMOVED AND REPLACED, THE CONTRACTOR SHALL DE-

ENERGIZE THE EQUIPMENT AND MAKE IT SAFE PRIOR TO REMOVAL. COMPLY WITH OSHAREQUIREMENTS FOR LOCKING-OUT AND TAGGING EQUIPMENT TO PREVENTINADVERTENT RE-ENERGIZING.

b. WHERE EQUIPMENT IS BEING REMOVED, BUT NOT REPLACED, REMOVE THECONDUCTORS FEEDING THE EQUIPMENT BACK TO THE POINT WHERE THEY RECEIVEPOWER (CIRCUIT BREAKER OR BRANCH CIRCUIT TAP). REMOVE ACCESSIBLE CONDUITS.ABANDON IN-PLACE INACCESSIBLE CONDUITS. AFTER REMOVAL OF EQUIPMENT, REPAIRANY OPENING LEFT TO MATCH SURROUNDING WALLS, CEILINGS, OR FLOORS TO THEOWNER'S SATISFACTION.

c. COORDINATE WITH THE OTHER TRADES, PRIOR TO BID, AND INCLUDE IN THE BASE BIDTHE ELECTRICAL DISCONNECTION OF ANY EQUIPMENT BEING DEMOLISHED, EVEN IFNOT EXPLICITLY IDENTIFIED IN THE ELECTRICAL PLANS.

d. UNLESS NOTED OTHERWISE, REMOVE ALL DEMOLISHED EQUIPMENT FROM THEPROPERTY AND DISPOSE OF IT PROPERLY (IN ACCORDANCE WITH LOCAL, STATE, ANDFEDERAL ENVIRONMENTAL REGULATIONS). FEES ASSOCIATED WITH DISPOSAL SHALLBE INCLUDED IN THE CONTRACTOR'S BASE BID.

41. FIRE ALARM SYSTEM NOTES:a. SEE PLANS FOR QUANTITIES AND LOCATION OF DEVICES.b. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE POINT-TO-POINT WIRING

DIAGRAM OF THE FIRE ALARM SYSTEM TO THE AUTHORITY HAVING JURISDICTION ANDTHE ELECTRICAL ENGINEER FOR APPROVAL.

c. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE PLAN OF THE FIRE ALARMSYSTEM TO THE AUTHORITY HAVING JURISDICTION AND THE ELECTRICAL ENGINEERFOR APPROVAL. THE PLAN SHALL INDICATE THE MOUNTING HEIGHT OF EACH DEVICE,IT'S AREA OF COVERAGE (AS LISTED BY THE MANUFACTURER FOR THE SPECIFICINSTALLATION), AND ROUTING OF INTERCONNECTING CIRCUITS (INCLUDE WIRE ANDCONDUIT).

d. FIRE CONDUCTORS SHALL BE #14AWG MINIMUM AND SHALL BE IN ACCORDANCE WITHARTICLE 760-16 OF THE NEC.

e. FIRE ALARM CONDUIT SHALL BE 3/4" MINIMUM.f. SYSTEM SHALL BE IN ACCORDANCE WITH STATE AND LOCAL CODES AND MEET

EXPECTATIONS OF AHJ.g. ALL CONDUIT SHALL BE IN ACCORDANCE WITH SECTION 16100 OF THE SPECIFICATIONS.h. ALL JUNCTION BOXES SHALL BE FURNISHED WITH THE BOX LUG-TYPE TERMINAL

BLOCKS WITH 20% SPARES.i. ALL RETURN WIRES SHALL BE PHYSICALLY SEPARATED FROM OUTGOING WIRES BY A

DISTANCE OF NO LESS THAN 6'-0".j. PROVIDE 20% SPARE CONDUCTORS IN CONDUITS BETWEEN BUILDINGS.k. ONE SET OF APPROVED DRAWINGS MUST BE MAINTAINED ON-SITE AND MADE

AVAILABLE TO THE INSPECTOR ON DEMAND.l. THE FIRE DEPARTMENT SHALL WITNESS THE FINAL ACCEPTANCE TEST OF THE ALARM

SYSTEM. CALL TO SCHEDULE AN APPOINTMENT AT LEAST 72 HOURS IN ADVANCE.m. THE CONTRACTOR SHALL SCHEDULE A COURTESY PRE-INSPECTION BY THE FIRE

INSPECTOR AFTER DEVICES HAVE BEEN ROUGHED-IN, PRIOR TO CLOSING IN OF WALLSAND CEILINGS. PROVIDE AT LEAST 72 HOURS ADVANCED NOTICE TO THE INSPECTORAND THE ELECTRICAL ENGINEER.

n. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A CONTRACTOR LICENSED TOPERFORM SUCH WORK BY THE STATE OF ARIZONA, AND WHO ALSO HOLDS A CURRENTPERMIT FROM THE DEPARTMENT FOR SUCH WORK.

o. ELECTRICALLY OPERATED WATERFLOW ALARM DEVICES ATTACHED TO SPRINKLERSYSTEMS TO PROVIDE REQUIRED SUPERVISION SHALL BE INTERCONNECTED TO THEFIRE ALARM SYSTEM IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARD.

p. ALARM SYSTEM SUPERVISION OF SPRINKLER SYSTEM TROUBLE AND WATERFLOWINDICATIONS IN BUILDINGS MORE THAN ONE STORY HIGH, SHALL BE PROVIDED BY THEFIRE ALARMS SYSTEM IN ACCORDANCE WITH NFPA-13, SECTION 3-12.6.

q. THE CONTRACTOR SHALL PROVIDE THE FIRE INSPECTOR ONE COPY OF A "FIRE ALARMSSYSTEM CERTIFICATION AND DESCRIPTION" RECORD WITH SECTION 1 AND SECTIONS 3THROUGH 9 FULLY FILLED OUT IMMEDIATELY PRIOR TO THE START OF THE FINALACCEPTANCE TEST. ONE COPY OF THE COMPLETED FORM WILL THEN BE GIVEN TO THEINSPECTOR IMMEDIATELY UPON SUCCESSFUL COMPLETION OF THE TEST.

r. CONDUIT AND CABLE SHALL BE RUN IN A CLASS 'A' CONFIGURATION.s. ALL DEVICES AND MOUNTING HEIGHTS TO MEET ADA REQUIREMENTS.t. WIRING SHALL BE AS RECOMMENDED BY THE FIRE ALARM EQUIPMENT

MANUFACTURER.u. THE CONTRACTOR SHALL SIZE ALL CIRCUITS (INITIATION AND NOTIFICATION) SO THAT

AN ADDITIONAL 25% IN THE NUMBER OF DEVICES COULD BE ADDED WITHOUT HAVINGTO INCREASE WIRE SIZE, POWER SUPPLY, OR BATTERY SIZE. FOR CALCULATIONPURPOSES, ASSUME THE ADDITIONAL DEVICES HAVE THE SAME LOAD AS THE LARGESTDEVICE ON THE CIRCUIT, AS DESIGNED.

42. PRIOR TO ORDERING ANY MATERIALS THE CONTRACTOR SHALL BE REQUIRED TO COMPARETHE ONE-LINE DIAGRAM WITH THE PANEL SCHEDULES TO ENSURE EVERYTHING ISCOORDINATED. REPORT ANY DISCREPENCIES TO THE ENGINEER OF RECORD. IF THESE AREFOUND AND NOT REPORTED THEN THE CONTRACTOR PROCEEDS AT HIS OWN COST/RISK.

43. E.C. SHALL COORDINATE THE EXACT EXIT SIGN LOCATION/PLACEMENT WITH THE FIELDBUILDING INSPECTOR PRIOR TO ROUGH INSPECTION APPROVAL.

44. PROVIDE CONCRETE/STEEL BOLLARD PROTECTION FOR ALL ELECTRICAL EQUIPMENT SUBJECTTO DAMAGE IN TRAFFIC AREAS. COORDINATE WITH ARCHITECT FOR DETAIL AND LOCATION.

45. COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY ELECTRICALCONTRACTOR INCLUDING SETTINGS OF CIRCUIT BREAKERS, FUSES AND GROUND FAULTDEVICES. CONTRACTOR SHALL PROVIDE COORDINATION STUDY AND SET ALL CIRCUITPROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THE COMPLETION OF THE PROJECT.

46. EMERGENCY SYSTEMS OVERCURRENT DEVICES SHALL BE SELECTIVELY COORDINATED WITHALL SUPPLY SIDE OVERCURRENT PROTECTIVE DEVICES, IN ACCORDANCE WITH NEC 700, 701AND 620 REQUIREMENTS.

47. ANY ELECTRICAL ROOM THAT CONTAINS ANY ONE (OR MORE) PIECE(S) OF ELECTRICALEQUIPMENT CONTAINING OVERCURRENT DEVICES, SWITCHING DEVICES, OR CONTROLDEVICES RATED 1200 AMPS OR MORE SHALL BE EQUIPPED WITH PANIC BARS, PRESSUREPLATES, OR OTHER DEVICES THAT ARE NORMALLY LATCHED BUT OPEN UNDER SIMPLEPRESSURE, IN ACCORDANCE WITH NEC 110.26(C) REQUIREMENTS.

48. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL LOWVOLTAGE WIRING BETWEEN LIGHT FIXTURES AND DIMMING/SWITCHING MODULES AND/ORLIGHTING CONTROL PANELS FOR A FULLY FUNCTIONING SYSTEM. REFER TO MANUFACTURERSINSTALLATION DETAILS FOR REQUIREMENTS.

49. USE OF TYPE NM, NMC, AND NMS (ROMEX) CABLES ON THIS PROJECT IS PROHIBITED.

Ce r t i f i c a t e No .

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P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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E0.1

ELECTRICAL GENERAL NOTES/ SHEETINDEX

JOHN L, WYATT

TOMBSTONE, AZ

Owner

E - ELECTRICAL SHEET LISTSHEET

NUMBER SHEET NAME

E0.1 ELECTRICAL GENERAL NOTES/ SHEET INDEXE0.2 ELECTRICAL SYMBOLSE0.3 ELECTRICAL SPECIFICATIONSE0.4 ELECTRICAL SPECIFICATIONSE0.5 ELECTRICAL SPECIFICATIONSE1.1 LIGHTING PLANE1.2 LIGHT FIXTURES CUT SHEETSE2.1 POWER PLANE3.1 SINGLE-LINE DIAGRAM/CALCSE4.1 SYSTEMS SCHEDULESE5.1 PANELBOARD SCHEDULESE6.1 IECC LIGHTING COMCHECKGrand total: 12

CITY OF TOMBSTONE, AZ REQUIREMENTS

E - CODE REFERENCE

2011 NEC2012 IECC

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

"CROSS SLASH" ON ANY RECEPTACLE INDICATES INTERGRALGROUND FAULT PROTECTION (GFCI)

DOUBLE DUPLEX (FOURPLEX) CONVENIENCE RECEPTACLE, +18"U.N.O.

SINGLE CONVENIENCE RECEPTACLE, +18" U.N.O.

DUPLEX CONVENIENCE RECEPTACLE, +18" U.N.O.

DUPLEX CONVENIENCE RECEPTACLE MOUNTED ABOVE COUNTER AT +44" OR AS SPECIFIED ON ARCHITECT'S ELEVATIONS

INTEGRAL GROUND FAULT PROTECTION DUPLEX CONVENIENCERECEPTACLE MOUNTED ABOVE COUNTER AT +44" OR AS SPECIFIED ONARCHITECT'S ELEVATIONS

DOUBLE DUPLEX (FOURPLEX) CONVENIENCE RECEPTACLE MOUNTEDABOVE COUNTER AT +44" OR AS SPECIFIED BY ARCHITECTSELEVATIONSSPLIT WIRED DUPLEX CONVENIENCE RECEPTACLE, +18" U.N.O.

DUPLEX CONVENIENCE RECEPTACLE WITH AN ISOLATED GROUNDCONNECTION

SPECIAL PURPOSE RECEPTACLE AS NOTED ON DRAWINGS (250 VOLT).NEMA CONFIGURATION AS INDICATED ON THE PLANS OR AS REQUIREDBY THE EQUIPMENT

SPECIAL PURPOSE RECEPTACLE AS NOTED ON DRAWINGS (600 VOLT).NEMA CONFIGURATION AS INDICATED ON THE PLANS OR AS REQUIREDBY THE EQUIPMENT

JUNCTION BOX. 'C' INDICATES CEILING MOUNTED. 'F' INDICATES FLOORMOUNTED (SUBSCRIPTS ARE TYPICAL FOR ALL DEVICES)J

C

F

POWER / VOICE-DATA DIVIDED RACEWAY

DEVICES

SPECIAL SYSTEMS

VOICE OUTLET

POWER / VOICE-DATA SERVICE POLE

DATA OUTLET

COMBINATION TELEPHONE AND DATA OUTLET IN THE SAME BOX

TELEVISION OUTLET

CLOCK OUTLET

CEILING MOUNTED SPEAKERS

CEILING MOUNTED SPEAKERS

MICROPHONE OUTLETM

BELL BUZZERB

CHIME, SEE DRAWINGS FOR SPECIFICATIONSC

PUSSBUTTON. SEE DRAWINGS FOR SPECIFICATIONS

CARD READER WITH BACK BOX FOR CONDUIT/WIRE ACCESS ROUTINGCR

CAMERA WITH BACK BOX FOR CONDUIT/WIRE ACCESS ROUTINGSEC

SINGLE POLE TOGGLE SWITCH

SWITCHES

SINGLE POLE TOGGLE SWITCH2

THREE-WAY TOGGLE SWITCH3

FOUR-WAY TOGGLE SWITCH4

SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHTP

SINGLE POLE KEY OPERATED TOGGLE SWICHK

DIMMER SWITCHD

MECHANICAL TIMESWITCHT

OCCUPANCY SENSOROS

PROGRAMMABLE TIMESWITCH

PHOTOCELL, ON ROOF FACING NORTH UNLESS NOTED OTHERWISEPC

LIGHTING

2' X 4' LUMINAIRE. UPPER CASE LETTER INDICATES TYPE AS INDICATED ON THELUMINAIRE SCHEDULE, NUMBER INDICATES THE CIRCUIT FEEDING THE FIXTURE,LOWER CASE LETTER INDICATES THE SWITCH CONTROLLING THE FIXTURE(NOTATION IS TYPICAL FOR ALL LIGHT FIXTURES)

2Ab

STRIP FIXTURE, LENGTH PER PLAN

NOMINAL 1' X 4' RECESSED CEILING-MOUNTED LUMINAIRE

SURFACE WALL-MOUNTED LIGHT FIXTURE

RECESSED WALL-MOUNTED LIGHT FIXTURE

RECESSED CEILING-MOUNTED FIXTURE

SURFACE CEILING MOUNTED FIXTURE

SOLID 'JBOX' ON ANY FIXTURE INDICATES A FIXTURE WITH AN INTEGRAL EMERGENCYPOWER SUPPLY, PER THE SPECIFICATIONS

RECESSED WALL WASH CEILING-MOUNTED FIXTURE

LIGHTING TRACK WITH FIXTURES

TRACK HEAD OR FLOODLIGHT. SEE LIGHT FIXTURE SCHEDULE FOR SPEFICIFACTIONS

DUAL HEAD EMERGENCY LGHT FIXTURE WITH BATTERY PACK. SEE LIGHT FIXTURESCHEDULE FOR SPECIFICATIONS

CEILING MOUNTED EMERGENCY EXIT SIGN. ARROWS INDICATE PATH OFEGRESS (TYPICAL FOR ALL EXIT SIGNS)

WALL MOUNTED EMERGENCY EXIT SIGN

BOLLARD - TYPE LIGHT FIXTURE

POLE-MOUNTED LIGHT FIXTURE

M HORSEPOWER RATED MANUAL MOTOR SWITCH

MO\L HORSEPOWER RATED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD(S)

LIGHTING CONTACTOR IN SURFACE-MOUNTED ENCLOSURE

LIGHTING CONTACTOR IN FLUSH-MOUNTED ENCLOSURE

COMBINATION MOTOR CONTROLLED PROVIDED BY EQUIPMENT VENDOR, INSTALLEDBY ELECTRICAL CONTRACTOR

COMBINATION MOTOR CONTROLLED PROVIDED AND INSTALLED BY ELECTRICALCONTRACTOR

FUSIBLE DISCONNECT SWITCH FURNISHED AND INSTALLED BY THE ELECTRICALCONTRACTOR UNLESS NOTED OTHERWISE. SIZE AND FUSES AS PERRECOMMENDATIONS OF EQUIPMENT'S MANUFACTURER OR AS NOTED. 30A, 3P, 250V,NEMA 3R UNLESS NOTED OTHERWISE. (N. INDICATES NON-FUSED)

ELECTRICAL MOTOR. SEE DRAWINGS FOR SIZE

DISTRIBUTION PANELBOARD, MOTOR CONTROL CENTER OR SERVICE ENTRANCESECTION. SEE DRAWINGS FOR EXACT TYPE

T DISTRIBUTION TRANSFORMER

SURFACE MOUNTED PANEL BOARD

FLUSH MOUNTED PANEL BOARD

CABINETTMB

TELEPHONE MOUNTING BOARD

M

F/T

G

POWER

SINGLE-LINE DIAGRAM

CIRCUIT BREAKER, FIXED MOUNTED

CIRCUIT BREAKER, DRAWOUT MOUNTING

FUSIBLE SWITCH. SIZE AS INDICATED ON DRAWINGS

TRANSFORMER. SEE ONE-LINE FOR TYPE AND SPECIFICATION

CURRENT TRANSFORMER

METERING DEVICE

PANELBOARD, MAIN LUG ONLY, CU BUSS

PANELBOARD, MAIN CIRCUIT BREAKER, CU BUSS

TRANSFER SWITCH - MANUAL OR AUTOMATIC

COMBINATION MOTOR CONTROLLER, FUSIBLE SWITCH TYPE

COMBINATION MOTOR CONTROLLER, CIRCUIT BREAKER TYPE

INDICATES A FEED-THROUGH LUG CONNECTION

UNINTERRUPTIBLE POWER SUPPY (UPS)

SURGE PROTECTION DEVICE (SPD)

GENERATOR WITH INTEGRAL PROTECTION

WIRE/ CONDUIT

TEMPERATURE SEAL IN ACCORDANCE WITH ARTICLE 300-7 OF THE NEC.

FLEXIBLE CONDUIT

CONDUIT CONCEALED IN WALLS OR ABOVE CEILING W/ 2 #12, #12 GND., 3/4" C.,UNLESS NOTED OTHERWISE

CONDUIT ROUTED UNDER FLOOR OR BELOW GRADE W/ 2 #12, #12 GRD., 3/4" C.,UNLESS NOTED OTHERWISE

CONDUIT TURNING UP

CONDUIT TURNING DOWN

INDICATES A 'HOME-RUN' TO THE PANELBOARD

INDICATES A PHASE CONDUCTOR

INDICATES A GROUNDED (NEUTRAL) CONDUCTORINDICATES AN EQUIPMENT GROUNDING CONDUCTORINDICATES AN ISOLATED GROUND CONDUCTOR (SAME SIZE AS EQUIPMENTGROUNDING CONDUCTOR)

POWERBREAK

#

#

TRANSITION POINT FROM ONE SOURCE OF POWER TO ANOTHER WITHIN ACONTINUOUS RACEWAY OR LIGHTING TRACK FED FROM MULTIPLE SOURCES

INDICATES THE CIRCUIT FEEDING THE RACEWAY OR TRACK IN THEDIRECTION OF THE ARROW

FIRE ALARM

FIRE ALARM SPEAKER/ STROBEF

F FIRE ALARM MANUAL PULL STATION

F FIRE ALARM HORN/ STROBE

F FIRE ALARM STROBE ONLY

FACP FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

H HEAT DETECTOR. # INDICATES FIXED TEMPERATURE SETTING IF DIFFERENTTHAN NOTED IN SPECIFICATIONS

S SMOKE DETECTOR

D DUCT MOUNTED SMOKE DETECTOR. SUPPLIED BY E.C., INSTALLED BY M.C.

SMOKE/ FIRE DAMPER FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.WIRED BY ELECTRICAL CONTRACTOR

T FIRE SPRINKLER TAMPER SWITCH

F FIRE SPRINKLER FLOW SWITCH

MAGNETIC DOOR RELEASE

R CONTROL RELAY, 10.0 AMPS, DP/ DT IN NEMA 1 ENCLOSURE

C FIRE ALARM CONTROL MODULE

(NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT)ELECTRICAL SYMBOLS

INTERCOMI

LIGHTING SYSTEM FUNCTIONAL TESTINGAN APPROVED INDEPENDENT 3RD PARTY COMPANY (INDEPENDENT FROM THE ELECTRICAL DESIGN FIRMAND ANY OF THE CONSTRUCTION COMPANY'S INVOLVED WITH THIS PROJECT) SHALL BE RESPONSIBLEFOR THE FUNCTIONAL TESTING OF THE LIGHTING SYSTEM AND SHALL PROVIDE DOCUMENTATION TO THEBUILDING OFFICIAL CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE PROVISIONS OF THEIECC C405. (THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THIS SERVICE AS PART OF HISPROJECT "PROPER COMPLETION RESPONSIBILITIES".)

WHERE OCCUPANCY SENSORS, TIME SWITCHES, PROGRAMMABLE SCHEDULE CONTROLS, PHOTOSENSORS OR DAYLIGHTING CONTROLS ARE INSTALLED, THE FOLLOWING PROCEDURES SHALL BEPERFORMED:

1. CONFIRM THAT THE PLACEMENT, SENSITIVITY, AND TIME-OUT ADJUSTMENTS FOR OCCUPANTSENSORS YIELD ACCEPTABLE PERFORMANCE.

2. CONFIRM THAT THE TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS AREPROGRAMMED TO TURN THE LIGHTS OFF.

3. CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS FOR PHOTO SENSOR CONTROLSREDUCE ELECTRIC LIGHT BASED ON THE AMOUNT OF USABLE DAYLIGHT IN THE SPACE AS SPECIFIED.

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

3/8" = 1'-0"

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E0.2

ELECTRICAL SYMBOLS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

6/22

/202

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E0.3

ELECTRICAL SPECIFICATIONS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

SECTION 16060 - GROUNDING AND BONDING

SECTION 16120 - CONDUCTORS AND CABLES

SECTION 16140 - WIRING DEVICES

SECTION 16050 - BASIC ELECTRICAL MATERIALSAND METHODS

SECTION 16130 - RACEWAYS AND BOXES

1. Procedures: Perform each visual and mechanical inspection and electrical test stated in

A. Testing: After installation of wires and cables, and before electrical circuitry has been energized,

NETA ATS, Section 7.3.1. Certify compliance with test parameters.

demonstrate product capability and compliance with requirements.

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

A. Drawings and general provisions of the Contract, including General and Supplementary

A. This Section includes receptacles, connectors, switches (manual and automatic), and

A. Receptacles for Owner-Furnished Equipment: Match plug configurations.

2. Poke-through, Floor Service Outlets and Telephone/Power Poles:

E. Identify wires and cables according to Division 16 Section "Basic Electrical Materials and

D. Seal around cables penetrating fire-rated elements according to Division 7 Section

C. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will

compound used must not deteriorate conductor or insulation. Do not exceed manufacturer'sB. Pull Conductors: Use manufacturer-approved pulling compound or lubricant where necessary;

recommended maximum pulling tensions and sidewall pressure values.

A. Remove existing wires from raceway before pulling in new wires and cables U.O.N..

requirements for installation tolerances and other conditions affecting performance of wires andA. Examine raceways and building finishes to receive wires and cables for compliance with

E. Connect outlets and components to wiring and to ground as indicated and instructed byD. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack.

B. Install splices and tapes that possess equivalent or better mechanical strength and insulation

C. Use splice and tap connectors compatible with conductor material.

2.3 CONNECTOR PRODUCTS

3.2 EQUIPMENT GROUNDING CONDUCTORS

3. Tinned Conductors: ASTM B 33.

conductors and connected items.

connections, except those at test wells.

contact will be galvanically compatible.

conductor to each unit and to air duct.

conductor on a 1/4-by-2-by-12-inch grounding bus.

strain, impact, or damage. Any exterior mounted grounding conductors shall be enclosed in

closet, and central equipment location.

winged pressure-type connectors.

B. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure-type

B. Bolted Connectors: Bolted-pressure-type connectors, or compression type.

with earth, concrete, masonry, crushed stone, and similar materials.B. In raceways, use insulated equipment grounding conductors.

D. Equipment Grounding Conductor Terminations: Use bolted pressure clamps.

B. Install equipment grounding conductors in all feeder and branch circuit conduits.

Bond conductor to heater units, piping, connected equipment, and components.

A. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and combinations of

C. Welded Connectors: Exothermic-welded type, in kit form, and selected per manufacturer's

A. Use only copper conductors for both insulated and bare grounding conductors in direct contact

C. Exothermic-Welded Connections: Use for connections to structural steel and for underground

A. Comply with NFPA 70, Article 250, for types, sizes, and quantities of equipment groundingconductors, unless specific types, larger sizes, or more conductors than required by NFPA 70

C. Air-Duct Equipment Circuits: Install an equipment grounding conductor to duct-mountedelectrical devices operating at 120 V and more, including air cleaners and heaters. Bond

D. Water Heater: Install a separate equipment grounding conductor to each electric water heater.

communication systems, provide No. 6 AWG minimum insulated grounding conductor inraceway from grounding electrode system to each service location, terminal cabinet, wiring

1. Service and Central Equipment Locations and Wiring Closets: Terminate grounding

A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwiseindicated. Avoid obstructing access or placing conductors where they may be subjected to

A. General: Make connections so galvanic action or electrolysis possibility is minimized. Select

E. Signal and Communication Systems: For telephone, alarm, voice and data, and other

connectors, connection hardware, conductors, and connection methods so metals in direct

grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with

2.3 CONNECTORS AND SPLICES

1. Wires and Cables:

2.2 BUILDING WIRES AND CABLES

2. Connectors for Wires and Cables:

C. Conductor Material: Copper.

Laboratory" as defined in OSHA Regulation 1910.7.B. Comply with NFPA 70.

c. 3M Company; Electrical Products Division.b. General Signal; O-Z/Gedney Unit.

b. Carol Cable Co., Inc.c. Southwire Company.

a. AMP Incorporated.

class for application and service indicated.A. UL-listed, factory-fabricated wiring connectors of size, ampacity rating, material, type, and

B. Cross-Linked Polyethylene Insulation Material: Comply with NEMA WC 7.and rating as specified in Part 3 "Wire and Insulation Applications" Article.

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

A. UL-listed building wires and cables with conductor material, insulation type, cable construction,

D. Stranding: Solid conductor for No. 10 AWG and smaller; stranded conductor for larger than

1. The Terms "Listed" and "Labeled": As defined in NFPA 70, Article 100.2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing

A. Listing and Labeling: Provide wires and cables specified in this Section that are listed and

a. American Insulated Wire Corp.; Leviton Manufacturing Co.

No. 10 AWG.

following or approved equal:

PART 1 - GENERAL1.1 QUALITY ASSURANCE

labeled.

2.1 MANUFACTURERSPART 2 - PRODUCTS

3.4 CONNECTIONS

END OF SECTION

3.3 INSTALLATION

are indicated.

written instructions.

3.1 APPLICATIONPART 3 - EXECUTION

a. American Electric.

b. Leviton Manufacturing Co., Inc.a. GE Company; GE Wiring Devices.

c. Pass & Seymour/Legrand; Wiring Devices Div.

b. Pass & Seymour/Legrand; Wiring Devices Div.

following or approved equal:1. Wiring Devices:

c. Wiremold.

B. Comply with NFPA 70.A. Comply with NEMA WD 1.

B. SPD: Surge Protection Device.A. GFCI: Ground-fault circuit interrupter.

Conditions apply to this Section.

1. Cord and Plug Sets: Match equipment requirements.

A. Product Data: For each product specified.1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

2.1 MANUFACTURERSPART 2 - PRODUCTS

1.6 COORDINATION

1.2 SUMMARY

1.1 RELATED DOCUMENTS

1.3 DEFINITIONSfinish plates.

PART 1 - GENERAL

A. Not required for this section

1. Grounding Conductors, Cables, Connectors, and Rods:

2.2 GROUNDING CONDUCTORS

A. Comply with NFPA 70 and UL 467.

c. Erico Inc.; Electrical Products Group.

a. Chance/Hubbell.b. Copperweld Corp.

C. Equipment Grounding Conductors: Insulated with green-colored insulation.

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offeringproducts that may be incorporated into the Work include, but are not limited to, the following:

A. For insulated conductors, comply with Division 16 Section "Conductors and Cables."

D. Isolated Ground Conductors: Insulated with green-colored insulation with yellow stripe. Onfeeders with isolated ground, use colored tape, alternating bands of green and yellow tape to

E. Grounding Electrode Conductors: Stranded cable.

G. Bare Copper Conductors: Comply with the following:

2. Assembly of Stranded Conductors: ASTM B 8.1. Solid Conductors: ASTM B 3.

provide a minimum of three bands of green and two bands of yellow.

F. Underground Conductors: Bare, tinned, stranded, unless otherwise indicated.

B. Material: Copper.

PART 2 - PRODUCTS

1.2 QUALITY ASSURANCE

2.1 MANUFACTURERS

1.1 SUBMITTALSPART 1 - GENERAL

B. Feeders: Above grade: Type THW/THWN, in raceway; Below grade: Type XHHW in raceway.

END OF SECTION

3.5 FIELD QUALITY CONTROL

not damage cables or raceway.

D. Fire Alarm Circuits: Type THHN/THWN, in raceway.C. Branch Circuits: Type THHN/THWN, in raceway.

ratings than conductors being spliced.

A. Conductor Splices: Keep to minimum.

"Firestopping."

Methods."

manufacturer.

3.4 CONNECTIONS

3.3 INSTALLATION

3.2 WIRE AND INSULATION APPLICATIONSA. Service Entrance: Type XHHW in raceway.

3.1 EXAMINATIONPART 3 - EXECUTION

cables.

schedule 40 PVC

C. AFCI: Arc Fault Circuit Interruptor

least four; minimum of 200-lb design load.3.3 SUPPORT INSTALLATION

C. Identify raceways and cables with color banding as follows:

mounted directly to structural elements of adequate strength.

3.4 IDENTIFICATION MATERIALS AND DEVICES

3. Colors: As follows:

maintenance of equipment.

2. Band Locations: At changes in direction, at penetrations of walls and floors, at 50-foottape. Make each color band 2 inches wide, completely encircling conduit.1. Bands: Pretensioned, snap-around, colored plastic sleeves or colored adhesive marking

with corresponding designations indicated in the Contract Documents.B. Coordinate names, abbreviations, colors, and other designations used for electrical identification

A. Install at locations for most convenient viewing without interference with operation and

indicated. Fasten equipment with components suitable for the mounting surface.J. Securely fasten electrical items and their supports to the building structure, unless otherwisegypsum walls and of all other fire-rated floor and wall assemblies.holes are used. Install sleeves for cable and raceway penetrations of masonry and fire-ratedI. Install sleeves for cable and raceway penetrations of concrete slabs and walls unless core-drilled

enclosures, pull and junction boxes, transformers, and other devices unless components areH. Install metal channel racks for mounting cabinets, panelboards, disconnect switches, controlSupport sheet-metal boxes directly from the building structure or by bar hangers.G. Separately support cast boxes that are threaded to raceways and used for fixture support.F. Install 1/4-inch- diameter or larger threaded steel hanger rods, unless otherwise indicated.E. Support individual horizontal raceways with separate, malleable-iron pipe hangers or clamps.D. Size supports for multiple raceway installations so capacity can be increased by 25 percent.C. Support parallel runs of horizontal raceways together on trapeze- or bracket-type hangers.B. Install individual and multiple raceway hangers and riser clamps to support raceways.A. Install support devices to securely and permanently fasten and support electrical components.

Phase A: Black Brown

electrical system as follows:

(400 mm), overall, use a single line marker.

Phase C: Blue YellowPhase B: Red Orange

208/120 V 480/277V

c. Telecommunication System: Green and yellow.b. Security System: Blue and yellow.

Chapter XVII, Part 1910.145.

achieve fire-resistance rating of the assembly.3.6 REFINISHING AND TOUCHUP PAINTING

A. Refinish and touch up paint.

3.7 CLEANING AND PROTECTION

suit the degree of damage at each location.

H. Install engraved-laminated emergency-operating signs with white letters on red backgroundwith minimum 3/8-inch- high lettering for emergency instructions.

F. Color-code secondary service, feeder, and branch-circuit conductors throughout the secondary

multiple lines installed in a common trench or concrete envelope does not exceed 16 inchescommunication lines. Locate 6 to 8 inches (150 to 200 mm) below finished grade. If width ofunderground power, control, signal, and communication lines located directly above power andE. Install continuous underground plastic markers during trench backfilling, for exteriornumbers in each cabinet, pull and junction box, and outlet box.D. Tag and label circuits designated to be extended in the future. Identify source and circuit

G. Install warning, caution, and instruction signs where required to comply with 29 CFR,

and cabinets are without damage or deterioration at time of Substantial Completion.A. Protect equipment and installations and maintain conditions to ensure that coatings, finishes,

2. Repair damage to galvanized finishes with zinc-rich paint recommended by

1. Clean damaged and disturbed areas and apply primer, intermediate, and finish coats to

A. Apply firestopping to cable and raceway penetrations of fire-rated floor and wall assemblies to

a. Fire Alarm System: Red.

END OF SECTION

manufacturer.

3.5 FIRESTOPPING

maximum intervals.

indicated:

building systems and components, unless otherwise indicated.

3.2 ELECTRICAL SUPPORTING DEVICE APPLICATION

3.1 ELECTRICAL EQUIPMENT INSTALLATION

B. Dry Locations: Steel materials.

premarked vinyl tape.

laminate punched or drilled for mechanical fasteners 1/16-inch minimum thickness for signs up

E. Strength of Supports: Adequate to carry present and future loads, times a safety factor of atD. Selection of Supports: Comply with manufacturer's written instructions.C. Support Clamps for PVC Raceways: Click-type clamp system.

A. Damp Locations and Outdoors: Hot-dip galvanized materials.

D. Right of Way: Give to raceways and piping systems installed at a required slope.C. Equipment: Install to facilitate service, maintenance, and repair or replacement of components.

B. Materials and Components: Install level, plumb, and parallel and perpendicular to otherarrange and install components and equipment to provide the maximum possible headroom.

A. Headroom Maintenance: If mounting heights or other location criteria are not indicated,

to 20 sq. in. and 1/8-inch minimum thickness for larger sizes.

F. Engraved-Plastic Labels, Signs, and Instruction Plates: Engraving stock, melamine plasticE. Color-Coding Cable Ties: Type 6/6 nylon, self-locking type. Colors to suit coding scheme.

D. Tape Markers for Wire: Vinyl or vinyl-cloth, self-adhesive, wraparound type with preprinted

B. Metal Items for Use Outdoors or in Damp Locations: Hot-dip galvanized steel.

B. Coordinate electrical service connections to components furnished by utility companies.arrange in building structure during progress of construction.A. Coordinate chases, slots, inserts, sleeves, and openings with general construction work and

B. Comply with NFPA 70. This requirement applies to all sections of the Electrical Specifications.intended use. This requirement applies to all sections of the Electrical Specifications.Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked forA. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,

A. Not required for this section.

typical for all sections of the Electrical Specifications.Conditions and all other sections of the Electrical Specifications apply to this section. This isA. Drawings and general provisions of the Contract, including General and Supplementary

A. Material: Cold-formed steel, with corrosion-resistant coating acceptable to authorities having

clamps with retainers, ceiling trapeze hangers, wall brackets, and spring-steel clamps.D. Raceway and Cable Supports: Manufactured clevis hangers, riser clamps, straps, threaded C-

C. Underground Warning Tape: Permanent, bright-colored, continuous-printed, detectablenot less than 1 inch wide by 3 mils thick (25 mm wide by 0.08 mm thick).B. Colored Adhesive Marking Tape for Raceways, Wires, and Cables: Self-adhesive vinyl tape,A. Identification Devices: A single type of identification product for each application category.

2.2 ELECTRICAL IDENTIFICATION

C. Slotted-Steel Channel Supports: Flange edges turned toward web.

PART 3 - EXECUTION

numbers and letters.

jurisdiction.

1.4 COORDINATION

PART 2 - PRODUCTS2.1 SUPPORTING DEVICES

1.3 QUALITY ASSURANCE

PART 1 - GENERAL

1.2 SUBMITTALS

1.1 RELATED DOCUMENTS

Minimum 6'-6" is required.

C. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous hinge cover and flush latch.

1. Manufacturers: Subject to compliance with requirements, provide products by the

A. In other Part 2 articles where subparagraph titles below introduce lists, the following

A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and suspension

A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-cover

2. Division 16 Section "Wiring Devices" for devices installed in boxes and for floor-box

1. Division 16 Section "Basic Electrical Materials and Methods" for supports, anchors, and

A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring.

A. Drawings and general provisions of the Contract, including General and SupplementaryConditions and Division 1 Specification Sections, apply to this Section.

A. Surface Metal Raceways: Galvanized steel with snap-on covers. Finish with manufacturer's

down straps, end caps, and other fittings to match and mate with wireways as required forC. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, hold-B. Material and Construction: Sheet metal sized and shaped as indicated.

2. Nonmetallic Enclosures: Plastic, finished inside with radio-frequency-resistant paint.

E. Floor Boxes: Sheet metal, fully adjustable, rectangular, sectionalized.

4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

6. Boxes and Enclosures: NEMA 250, Type 1, except as follows:

beginning 6 inches (150 mm) above the floor. Install screwdriver-operated, threaded plugsfinished floor. Extend conductors to equipment with rigid steel conduit; FMC may be usedequipment. Install with an adjustable top or coupling threaded inside for plugs set flush withP. Stub-up Connections: Extend conduits through concrete floor for connection to freestanding

1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated

with a blank cover plate having a finish similar to that of adjacent plates or surfaces. InstallUL-listed sealing compound. For concealed raceways, install each fitting in a flush steel boxO. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with

maximum of two 90-degree bends or equivalent. Separate lengths with pull or junction boxesto above requirements, install raceways in maximum lengths of 150 feet (45 m) and with aN. Telephone and Signal System Raceways, 2-Inch Trade Size (DN 53) and Smaller: In addition

less than 400-lb tensile strength. Leave at least 12 inches (300 mm) of slack at each end of pullM. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not

2. Where raceways are terminated with threaded hubs, screw raceways or fittings tightly

squarely and install locknuts with dished part against box. Use two locknuts, one inside1. Where raceways are terminated with locknuts and bushings, align raceways to enter

J. Join raceways with fittings designed and approved for that purpose and make joints tight.

I. Install exposed raceways parallel or at right angles to nearby surfaces or structural members and

4. Change from nonmetallic tubing to Schedule 80 nonmetallic conduit, rigid steel conduit,

reinforcement. Where at right angles to reinforcement, place conduit close to slab3. Run conduit larger than 1-inch trade size (DN 27) parallel or at right angles to main

1. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete

H. Raceways Embedded in Slabs: Install in middle 1/3 of slab thickness where practical and leave

G. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise

F. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and keep

E. Protect stub-ups from damage where conduits rise through floor slabs. Arrange so curved

C. Support raceways as specified in Division 16 Section "Basic Electrical Materials and Methods."

A. Keep raceways at least 18 inches away from parallel runs of flues and steam or hot-water pipes.

D. Install temporary closures to prevent foreign matter from entering raceways.

B. Complete raceway installation before starting conductor installation.

A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are

movement; and for all motors. Use LFMC in damp or wet locations. Install separate groundand semirecessed lighting fixtures; for equipment subject to vibration, noise transmission, orQ. Flexible Connections: Use maximum of 72 inches (1830 mm) of flexible conduit for recessed

without damage or deterioration at time of Substantial Completion.

1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.

at least 2 inches (50 mm) of concrete cover.

END OF SECTION

2. Where otherwise required by NFPA 70.

flush with floor for future equipment connections.

raceway sealing fittings at the following points:

where necessary to comply with these requirements.

conductor across flexible connections.3.3 PROTECTION

spaces.

follow surface contours as much as possible.

or IMC before rising above the floor.

into hub so end bears against wire protection shoulder.

1. Use insulating bushings to protect conductors.

2. Space raceways laterally to prevent voids in concrete.

and one outside box.

L. Terminations:

wire.

support.

placement.

D. RMC: Rigid Metal Conduit

A. Acceptable Manufacturers:

2. Exposed (Where subject to damage or < 10'AFF): IMC3. Concealed: EMT, RNC, MC.

a. Damp or Wet Locations: NEMA 250, Type 3R, metallic.

5. Damp or Wet Locations: Rigid steel conduit.Electric Solenoid, or Motor-Driven Equipment): LFMC.

straight legs of offsets parallel, unless otherwise indicated.

portions of bends are not visible above the finished slab.

Install horizontal raceway runs above water and steam piping.

C. Minimum Raceway Size: 3/4-inch trade size (DN 21).

indicated.

3.2 INSTALLATION

1. Exposed (>10' AFF): EMT

3. Walker Systems, Inc.; Wiremold Company (The).B. Sheet Metal Outlet and Device Boxes: NEMA OS 1.

2. Thomas & Betts Corporation.1. Spring City Electrical Manufacturing Co.

D. Nonmetallic Outlet and Device Boxes: NEMA OS 2.

3. Underground, Single Run: RNC.2. Concealed: Rigid steel or IMC1. Exposed: Rigid steel or IMC

Electric Solenoid, or Motor-Driven Equipment): LFMC.

F. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.

5. Boxes and Enclosures: NEMA 250, Type.

PART 3 - EXECUTION

A. Outdoors:

B. Indoors:

3.1 RACEWAY APPLICATION

D. LFMC: Flexible steel conduit with PVC jacket.

A. Acceptable Manufacturers:

1. Acceptable Manufacturers:a. Thomas & Betts Corporation.

D. Wireway Covers: Screw-cover type.

2.5 BOXES, ENCLOSURES, AND CABINETSc. Wiremold Company (The); Electrical Sales Division.b. Walker Systems, Inc.; Wiremold Company (The).

E. Finish: Manufacturer's standard enamel finish.

standard prime coating.

2.4 SURFACE RACEWAYS

3. Wiremold2. Square D.1. Hoffman.

2.3 METAL WIREWAYS

complete system.

manufacturers specified.2.2 METAL CONDUIT AND TUBING

1. AFC Cable Systems, Inc.A. Acceptable Manufacturers:

enclosures, and cabinets.

B. Rigid Steel Conduit: ANSI C80.1.

requirements apply for product selection:

system with other construction.

E. RNC: Rigid Nonmetallic Conduit

3. Anamet Electrical, Inc.; Anaconda Metal Hose.

1. Fittings: Set-screw or compression type.C. EMT and Fittings: ANSI C80.3.

2. Alflex Inc.

1.4 SUBMITTALS

1.5 COORDINATION

PART 2 - PRODUCTS2.1 MANUFACTURERS

C. LFMC: Liquidtight flexible metal conduit.B. IMC: Intermediate metal conduit.A. EMT: Electrical metallic tubing.

B. Related Sections include the following:

1.2 SUMMARY

1.3 DEFINITIONS

identification products.

service fittings.

1.1 RELATED DOCUMENTSPART 1 - GENERAL

2. Material for Unfinished Spaces: Smooth plastic. (U.O.N.)1. Plate-Securing Screws: Metal with head color to match plate finish.

B. Enclosure: Nema 1 indoor or Nema 3R outdoor.

for each channel, astronomic control of both channels with 1-99 minute offset.

the type of loads being switched, number of poles as indicated on the plan.

A. Single and combination types match corresponding wiring devices.

B. Enclosure: Nema 1 indoor, Nema 3R outdoor.

512 programs for 7 day programming, 32 holidays, Warn Off feature.

2.7 LIGHTING CONTROLLER (UP TO 8 CIRCUITS):

A. Features: 2-Channel, AM/PM Format, 1-minute resolution, LCD Display, 99 set point capability,Daylight Saving/Standard time, Leap Year correction, 30 day integral backup, manual over-ride

A. Features: Electrically-held, 20A Contacts, 480V/277V rated or as noted on drawings, suitable for

Astronomic timeclock, Daylight Savings/Standard Times, Self-prompting keypad programming,A. Features: (8) 20A 277V Relay outputs, 8 switch inputs min., master override, LCD display, internal

line to ground, line to neutral, and neutral to ground.

transient-suppression voltage and minimum single transient pulse energy dissipation of1. SPD Components: Multiple metal-oxide varistors; rated a nominal clamp level of 500

140 J line to neutral, and 70 J line to ground and neutral to ground.

A. Straight-Blade and Locking Receptacles: Heavy-Duty grade.

Design units for installation in a 2-3/4-inch- deep outlet box without an adapter.

B. GFCI Receptacles: Feed-through type, with integral NEMA WD 6, Configuration 5-20Rduplex receptacle arranged to protect connected downstream receptacles on same circuit.

D. SPD Receptacles: Duplex type, NEMA WD 6, Configuration 5-20R, with integral SPD ingrounding screw terminal of the device with inherent electrical isolation from mounting strap.C. Isolated-Ground Receptacles: Equipment grounding contacts connected only to the green

audible and electromagnetic noise filters.

A. Snap Switches: Heavy-duty, quiet type.B. Dimmer Switches: Modular, full-wave, solid-state units with integral, quiet on/off switches and

3. Identification: Distinctive marking on face of device denotes SPD-type unit.

2.5 AUTOMATIC TIMESWITCHES (2-CIRCUIT MIN)

2. Active SPD Indication: Light visible in face of device to indicate device as "active" or

2.8 WALL PLATES

2.6 LIGHTING CONTACTORS

"no longer active."

2.4 MANUAL SWITCHES

2.2 RECEPTACLES

c. Eaton/Cutler Hammer

a. Paragon3. Automatic Timeswitches

b. General Electric

4. Lighting Contactora. Siemens

b. Tork

d. Square-D

Provide minimum 10hr battery back-up for time-switch and programming

F. FMC/MC: Flexible metal conduit.

7. Concealed in walls or above ceiling: FMC

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

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E0.4

ELECTRICAL SPECIFICATIONS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

SECTION 16442 - PANELBOARDS

SECTION 16491 - FUSES

SECTION 16511 - INTERIOR LIGHTING

A. This Section includes panelboards, overcurrent protective devices, andassociated auxiliary equipment rated 600 V and less for the following types:

A. Product Data: For each type of panelboard, overcurrent protective device, SPD device,

1. Dimensioned plans, elevations, sections, and details. Show tabulations of installed

a. Enclosure types and details for types other than NEMA 250, Type 1.

c. Short-circuit current rating of panelboards and overcurrent protective devices.C. Panelboard Schedules: For installation in panelboards. Submit final versions after loadbalancing. Schedules shall be in the same format as the schedules on the construction

accessory, and component indicated. Include dimensions and manufacturers' technical data on

A. Drawings and general provisions of the Contract, including General and Supplementary

b. Bus configuration, current, and voltage ratings.

devices, equipment features, and ratings. Include the following:

1.5 QUALITY ASSURANCEA. Comply with NEMA PB 1.B. Comply with NFPA 70.

documents.

E. SPDT: Single pole, double throw.F. SPD: Surge Protection Device.

A. EMI: Electromagnetic interference.B. GFCI: Ground-fault circuit interrupter.C. RFI: Radio-frequency interference.

Conditions apply to this Section.

3. Surge Protection Device panelboards.

features, performance, electrical characteristics, ratings, and finishes.B. Shop Drawings: For each panelboard and related equipment.

1. Lighting and appliance branch-circuit panelboards.

1.4 SUBMITTALS

D. RMS: Root mean square.

PART 1 - GENERAL1.1 RELATED DOCUMENTS

1.3 DEFINITIONS

2. Distribution panelboards.

1.2 SUMMARY

1. Outdoor Locations: NEMA 250, Type 3R.

a. Eaton Corp.; Cutler-Hammer Products.

c. Siemens Energy & Automation, Inc.

penetrates walls or is supported by them, including electrical and other types of equipment,raceways, piping, and encumbrances to workspace clearance requirements.

A. Keys: Two spares of each type of panelboard cabinet lock.

A. Coordinate layout and installation of panelboards and components with other construction that

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories:

b. General Electric Co.; Electrical Distribution & Control Div.

A. Enclosures: Mounting as indicated on the plans. NEMA PB 1, Type 1, to meet environmental

future installation of devices.

B. Main Overcurrent Protective Devices: Circuit breaker.with tumbler lock; keyed alike (door-in-door type).

opposite end of bus from incoming lugs or main device.2.3 PANELBOARD SHORT-CIRCUIT RATING

2.4 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS

directory; handwritten directories are not acceptable.E. Install filler plates in unused spaces.

2.6 OVERCURRENT PROTECTIVE DEVICES

adequate for branch-circuit equipment ground conductors; insulated from box. Where any

A. Branch Overcurrent Protective Devices: Bolt-On circuit breakers, replaceable without disturbing

C. Branch overcurrent protective devices shall be bolt-on type.

1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-leveloverloads, and instantaneous magnetic trip element for short circuits. Adjustablemagnetic trip setting for circuit-breaker frame sizes 250 A and larger.

1. Lugs: Mechanical style, suitable for number, size, trip ratings, and material of

2. Application Listing: Appropriate for application; Type SWD for switching fluorescentlighting loads; Type HACR for heating, air-conditioning, and refrigerating equipment.

and time-delay settings, push-to-test feature, and ground-fault indicator.

A. Install panelboards and accessories according to NEMA PB 1.1.

D. Circuit Directory: Create a directory to indicate installed circuit loads after balancing

B. Doors: Front mounted with concealed hinges; secured with flush latch with tumbler lock; keyed

A. Doors: Front mounted, except omit in fused-switch panelboards; secured with vault-type latch

A. Molded-Case Circuit Breaker: NEMA AB 1, with interrupting capacity to meet available fault

2. GFCI Circuit Breakers: Single- and two-pole configurations with 5-mA trip sensitivity.B. Molded-Case Circuit-Breaker Features and Accessories. Standard frame sizes, trip ratings, and

3. Ground-Fault Protection: Integrally mounted relay and trip unit with adjustable pickup

C. Fused Switch: NEMA KS 1, Type HD; clips to accommodate specified fuses; lockable handle.

B. Mounting Heights: Top of trim 74 inches (1880 mm) above finished floor, unless otherwise

C. Mounting: Plumb and rigid without distortion of box. Mount recessed panelboards with fronts

panelboard loads. Obtain approval before installing. Use a computer or typewriter to create

F. Provision for Future Circuits at Flush Panelboards: Stub four 1-inch (27-GRC) empty conduitsfrom panelboard into accessible ceiling space or space designated to be accessible ceiling spacein the future. Stub four 1-inch (27-GRC) empty conduits into raised floor space or below slab

G. Wiring in Panelboard Gutters: Arrange conductors into groups and bundle and wrap with wire

J. Feed-through Lugs: Mechanical type suitable for use with conductor material. Locate at

device is shown to require an isolated ground, provide the panel(s) and switchboard(s) from thedevice to the upstream transformer or Service with isolated ground buses matching the size of

A. Where required by the drawings, provide a panel labeled to indicate series-connected rating

branch devices allowable, and UL series-connected short-circuit rating.B. For panelboards not specifically noted on the drawings to be Series-Rated, provide panelboardsfully rated to interrupt symmetrical short-circuit current available at it's terminals

with integral or remote upstream devices. Include size and type of upstream device allowable,

F. Main and Neutral Lugs: Mechanical type suitable for use with conductor material.

E. Bus: Copper. Provide bussing the full height of the panel to allowinstallation of the maximum possible future devices, even if not explicitly called out as spaces.

G. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground conductors;

H. Future Devices: Mounting brackets, bus connections, and necessary appurtenances required for

I. Isolated Equipment Ground Bus: Where noted on the drawings, provide an isolated ground bus

B. Hinged Front Cover: Entire front trim hinged to box and with standard door within hinged trim2. Wet or Damp Indoor Locations: NEMA 250, Type 4.

D. Directory Card: With transparent protective cover, mounted inside metal frame, insideC. Finish: Manufacturer's standard enamel finish over corrosion-resistant treatment or primer coat.

2. Test continuity of each circuit.

A. Prepare for acceptance tests as follows:

nameplate mounted with corrosion-resistant screws.

cleaning. Repair exposed surfaces to match original finish.

A. Set field-adjustable switches and circuit-breaker trip ranges.

A. On completion of installation, inspect interior and exterior of panelboards. Remove paintsplatters and other spots. Vacuum dirt and debris; do not use compressed air to assist in

A. Install equipment grounding connections for panelboards with ground continuity to main

B. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in

1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder,

signs as specified in Division 16 Section "Basic Electrical Materials and Methods."A. Identify field-installed conductors, interconnecting wiring, and components; provide warning

B. Panelboard Nameplates: Label each panelboard with engraved metal or laminated-plastic

ties after completing load balancing.

3.6 CLEANING

3.5 ADJUSTING

and control circuit.

electrical ground bus.

UL 486A and UL 486B.3.4 FIELD QUALITY CONTROL

3.3 CONNECTIONS

not on grade.

3.2 IDENTIFICATION

PART 3 - EXECUTION

uniformly flush with wall finish.

indicated.

3.1 INSTALLATION

number of poles.

conductors.

currents. Must be SWD rated when used for switching light circuits.

alike (door-in-door type).2.5 DISTRIBUTION PANELBOARDS

adjacent units.

bonded to box.

the normal ground bus.

conditions at installed location.

panelboard door. Must be filled in correctly and legibly.

cover (door-in-door type).

2.2 FABRICATION AND FEATURES

following:

1.6 COORDINATION

1.7 EXTRA MATERIALS

2.1 MANUFACTURERSPART 2 - PRODUCTS

d. Square-D

END OF SECTION

Conditions and Division 1 Specification Sections, apply to this Section.

A. Source Limitations: Provide fuses from a single manufacturer.

A. Drawings and general provisions of the Contract, including General and Supplementary

switchboard or controllers.

A. Maintenance Data: Provide for tripping devices to include in maintenance manuals specified in

A. This Section includes cartridge fuses, rated 600 V and less, for use in switches, panelboards,

1.4 QUALITY ASSURANCE

C. Comply with NFPA 70.B. Comply with NEMA FU 1.

Division 1.

1.3 SUBMITTALS

1.2 SUMMARY

1.1 RELATED DOCUMENTSPART 1 - GENERAL

deg C) or more than 100 deg F (38 deg C), apply manufacturer's ambient temperature

A. Coordinate fuse ratings with HVAC and other equipment nameplate limitations of

A. Where ambient temperature to which fuses are directly exposed is less than 40 deg F (4.4

A. Furnish extra materials described below that match products installed and that are packaged in

1. Fuses: Quantity equal to 10 percent of each fuse type and size, but not fewer than three of

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

A. Install labels indicating fuse replacement information on inside door of each fused switch.

A. Install fuses in fusible devices. Arrange fuses so rating information is readable without

B. Evaluate ambient temperatures to determine if fuse rating adjustment factors must be applied to

A. Examine utilization equipment nameplates and installation instructions. Install fuses of sizes

C. Proceed with installation only after unsatisfactory conditions have been corrected.

1.7 EXTRA MATERIALS

2.1 MANUFACTURERSPART 2 - PRODUCTS

PART 3 - EXECUTION3.1 EXAMINATION

END OF SECTION

3.4 IDENTIFICATION

3.3 INSTALLATION

3.2 FUSE APPLICATIONS

removing fuse.

1. Cooper Industries, Inc.; Bussmann Div.2. General Electric Co.; Wiring Devices Div.3. Tracor, Inc.; Littelfuse, Inc. Subsidiary.

A. Motor Branch Circuits: Class RK1, time delay.

original cartons or containers and identified with labels describing contents.

fuse ratings.

each type and size.

following or equal:

1.5 PROJECT CONDITIONS

1.6 COORDINATION

maximum fuse size.

adjustment factors to fuse ratings.

B. Service feeders: As shown on drawings

control circuit.1. Test insulation resistance for each enlosed switch, circuit breaker, component, and

2. Test continuity of each line-and load-side circuit.

signs as specified in Division 16 Section "Basic Electrical Materials and Methods."

continuity to main electrical ground bus.

A. Prepare for acceptance tests as follows:

A. Set field-adjustable circuit-breaker trip ranges.

A. Identify field-installed conductors, interconnecting wiring, and components; provide warning

A. Install equipment grounding connections for switches and circuit breakers with ground

C. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in

in accordance with manufacturer's written instructions. Vacuum dirt and debris; do not useA. Clean enclosed switches and circuit breakers internally, on completion of installation,

3.6 ADJUSTING

3.7 CLEANING

3.5 FIELD QUALITY CONTROL

3.4 CONNECTIONS

B. Install power wiring. Install wiring between switches and circuit breakers, and control and

UL 486A and UL 486B.

3.3 IDENTIFICATION

nameplate mounted with corrosion-resistant screws.B. Enclosure Nameplates: Label each enclosure with engraved metal or laminated-plastic

indication devices.

B. Testing: After installing enclosed switches and circuit breakers and after electrical circuitryhas been energized, demonstrate product capability and compliance with requirements.

in NETA ATS, Section 7.5 for switches and Section 7.6 for molded-case circuit breakers.1. Procedures: Perform each visual and mechanical inspection and electrical test indicated

Certify compliance with test parameters.

compliance; otherwise, replace with new units and retest.2. Correct malfunctioning units on-site, where possible, and retest to demonstrate

Certify compliance with test parameters.

compressed air to assist in cleaning.END OF SECTION

PART 2 - PRODUCTS

3. Operation: Relay automatically turns lamp on when supply circuit voltage drops to 80

1. Battery: Sealed, maintenance-free, lead-acid type with minimum 10-year nominal life

B. Self-Powered Exit Signs (Battery Type): Integral automatic charger in a self-contained power

1. Compatibility: Certified by manufacturer for use with specific dimming system indicated

D. Lenses, Diffusers, Covers, and Globes: 100 percent virgin acrylic plastic or annealed crystal

B. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under

A. Sheet Metal Components: Steel, unless otherwise indicated. Form and support to prevent

incorporated into the Work include, but are not limited to, the products indicated in the Interior

A. General Requirements: Self-contained units. Comply with UL 924. Units include the

1. Battery: Sealed, maintenance-free, nickel-cadmium type with special warranty.

C. Ballasts for Dimmer-Controlled Fixtures: Comply with general and fixture-related6. Transient Protection: Comply with IEEE C62.41 for Category A1 locations.

1. Type: Electronic

B. Ballasts for Compact Lamps: Unless otherwise indicated, additional features include the

A. General Requirements: Unless otherwise indicated, features include the following:

C. Reflecting Surfaces: Minimum reflectance as follows, unless otherwise indicated:operating conditions, and arranged to permit relamping without use of tools.

A. Available Products: Subject to compliance with requirements, products that may be

B. Provide manufacturer's standard mounting hardware, finish same as fixture.

A. Comply with Division 16 Section "Basic Electrical Materials and Methods," for channel- and

2. Battery: Sealed, maintenance-free, nickel-cadmium type with minimum 10-year nominal

1. Test Switch and Light-Emitting Diode Indicator Light: Visible and accessible without

A. Internal Type: Self-contained, modular, battery-inverter unit factory mounted within fixture

disconnects lamps, and battery is automatically recharged and floated on charger.voltage approaches deep-discharge level. When normal voltage is restored, relaypercent of nominal voltage or below. Lamp automatically disconnects from battery when

2.9 LAMPS

2.10 FIXTURE SUPPORT COMPONENTS

2.8 EMERGENCY FLUORESCENT POWER SUPPLY UNIT

2. Charger: Fully automatic, solid-state type with sealed transfer relay.

angle-iron supports and nonmetallic channel and angle supports.

body, rated 1400 lumens (minimum) for 4' or 8' lamps, 900 lumen for lamps less than 4'.

opening fixture or entering ceiling space.

3. Charger: Fully automatic, solid-state, constant-current type.

A. Fluorescent: 3500 Kelvin color temperature, fixture manufacturer's standard type, per drawings.

life.

and special warranty.

following features:

2.2 FIXTURES AND FIXTURE COMPONENTS, GENERAL

2.1 MANUFACTURERS

2.7 EMERGENCY LIGHTING UNITS

2.6 EXIT SIGNS

2.3 FLUORESCENT LAMP BALLASTS

2. Total Harmonic Distortion Rating: Less than 20 percent unless otherwise noted

for use with each dimming ballast.

requirements above for electronic ballasts.

3. Operating Frequency: 20 kHz or higher.2. Power Factor: 90 percent, minimum.

1. Sign Colors: Letters shall be as specified.A. General Requirements: Comply with UL 924 and the following:

5. Lamp Current Crest Factor: Less than 1.7.

2. Charger: Fully automatic, solid-state type with sealed transfer relay.

pack.

4. Flicker: Less than 5 percent.

3. Sound Rating: A.

following:

Lighting Fixture Schedule on the drawings.

3. Diffusing Specular Surfaces: 75 percent.4. Laminated Silver Metallized Film: 90 percent.

1. Designed for type and quantity of lamps indicated at full light output.

1. White Surfaces: 85 percent.

glass, unless otherwise indicated.

2. Specular Surfaces: 83 percent.

warping and sagging.

2. Plastic Diffusers and Lenses: 1 for every 100 of each type and rating installed. Furnish

1. Lamps: 10 for every 100 of each type and rating installed. Furnish at least five of each

A. Furnish extra materials described below that match products installed and that are packaged

A. This Section includes interior lighting fixtures

with protective covering for storage and identified with labels describing contents.

A. Product Data: For each type of lighting fixture indicated, arranged in order of fixture

A. Drawings and general provisions of the Contract, including General and Supplementary

1.2 SUMMARY

PART 1 - GENERAL

1.3 SUBMITTALS

1.6 EXTRA MATERIALS

1.1 RELATED DOCUMENTS

designation. Include manufacturers published information.

lamps, ballasts, emergency lighting units, and accessories.

Conditions and Related Specification Sections, apply to this Section.

at least two of each type.

type.

A. Type:2.4 HIGH INTENSITY DISCHARGE (HID) FIXTURE BALLASTS

of at least 93% at full lamp output. Starting current shall be less than operating current.Where indicated on the drawings, ballasts shall be dimmable to 50% using standard

1. 320W, 350W, and 400W Metal Halide Lamps: Electronic multivolt with an efficiency

0 - 10 Volt DC controls.2. High Pressure Sodium and Metal Halide Lamps (except as listed in #1 above):Constant wattage autotransformer or regulating high-power-factor type, unlessindicated otherwise.

B. High Pressure Sodium: Fixture manufacturer's standard type, per drawings.C. Metal Halide: Pulse start type with warranteed performance with the fixture ballast, per drawings.

Comply with UL 924.

A. General Requirements:2.5 LED LUMINAIRES

and current requirements of the "Standards for Safety" to UL 8750 or others as they maybe applicable.

1. All fixtures shall be UL listed and manufactured in strict accordance with the appropriate

2. Each luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition,a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply)and integral controls as specified.

range shall be from 0 to +25 degree C.3. Each luminaire shall be designed for a minimum operational life of 50,000 hours. Operating

4. The individual LEDs shall be connected such that a catastrophic loss or failure of one LEDwill not result in the loss of the entire luminaire.5. LED boards shall be suitable for field maintenance or service with quick disconnect plugs frombelow the ceiling.

B. Technical Requirements:

277V (or 346V).1. Power Consumption: Maximum power consumption of +/- 5% when operating between 120V -

2. Operational Voltage: The luminaire shall operate from a 50 or 60 HZ +/-3HZ AC line overa voltage range from 120VAC to 277VAC. The fluctuations of line voltage shall have no visibleeffect on the luminous output.

operating voltages and full luminaire output.3. Power Factor: The luminaire shall have a power factor of 90% or greater at all standard

4. THD: Total hormonic distortion (current and voltage) induced into an AC power line by aluminaire shall not exceed 20% at any standard input voltage.5. Surge Suppression: The luminaire shall include surge suppression to withstand highrepitition noise and other interference. Surge suppression shall comply with the requirements ofANSI/IEEE C62.41.6. Driver: AccuDrive, 120-277 volt, UL listed and certified, sound rated A+. Driver shallbe greater than 80% efficient at full load across all input voltages. Driver shall be suitablefor full-range dimming. The luminaire shall be capable of continuous dimming withoutperceivable flicker.

C. Photometric Requirements:

LM-79-08.1. Light Output: The minimum initial lumen output shall be as measured by IESNA Standard

2. Correlated Color Temperature (CCT) shall be as scheduled.3. The color rendition index (CRI) shall be 80 or greater.

D. Physical Requirements:

installation. The power supply and circuit board for the luminaire shall be integral to the unit.1. The luminaire shall be a single, self-contained device, not requiring onsite assembly for

2. The luminaire shall have an UL IC rating.

D. LED: Provide as scheduled on the drawings.

SECTION 16410 - ENCLOSED SWITCHES& CIRCUIT BREAKERS

each switch with approved legend engraved on wall plate.

markers or tags within outlet boxes.printed, pressure-sensitive, abrasion-resistant label tape on face of plate and durable wire2. Receptacles: Identify panelboard and circuit number from which served. Use machine-

and satin anodized-aluminum finishes.

to ceiling supports, and pole foot with carpet pad attachment.

2.12 VOICE-DATA/POWER SERVICE POLES

D. Do not share neutral conductor on load side of dimmers.

B. Install wall plates when painting is complete.A. Install devices and assemblies plumb and secure.

A. Color: White, unless otherwise indicated or required by Code.

from distribution wiring concealed in ceiling to devices or outlets in pole near floor.

B. Raceway Material: Metal, with manufacturer's standard finish or nonmetal as noted on drawings.complete, matching assembly of raceways and receptacles.

1. Outlets (power/communications/data): 18 inches.

single, multigang wall plates.

A. Comply with Division 16 Section "Basic Electrical Materials and Methods."

these, the drawings shall take precedence.

F. Protect devices and assemblies during painting.

suit arrangement of partitions and furnishings.H. Mounting Heights: Heights above finished floor of devices shall be as indicated below,measured to the center of the device faceplate. If heights noted on the drawings differ from

E. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension

G. Adjust locations at which floor service outlets and telephone/power service poles are installed to

vertical, and grounding terminal of receptacles on bottom. Group adjacent switches under

C. Install wall dimmers to achieve indicated rating after derating for ganging as instructed by

3. Finishes: Manufacturers standard finish and trim combinations, including painted

2. Mounting: Ceiling trim flange with concealed bracing arranged for positive connectionto at least 6 inches above ceiling, and separate channels for power and signal wiring.1. Poles: Nominal 2.5-inch- square cross section with height adequate to extend from floor

A. Description: Factory-assembled and -wired units to extend power, telephone, and data service

A. Components of Assemblies: Products from a single manufacturer designed for use as a

1. Switches: Where three or more switches are ganged, and elsewhere as indicated, identify

PART 3 - EXECUTION

3. Wall phone: 42 inches.2. Switches: 42 inches.

3.2 IDENTIFICATION

manufacturer.

3.1 INSTALLATION

2.13 FINISHES

2.11 MULTIOUTLET ASSEMBLIES

C. Wire: No. 12 AWG.

A. Connect wiring device grounding terminal to outlet box with bonding jumper.

isolated equipment ground terminal of electrical system.

A. Test wiring devices for proper polarity and ground continuity. Operate each device at least six

tightening values. If manufacturers torque values are not indicated, use those specified in ULD. Tighten electrical connectors and terminals according to manufacturers published torque-

C. Isolated-Ground Receptacles: Connect to isolated-ground conductor routed to designatedB. Connect wiring device grounding terminal to branch-circuit equipment grounding conductor.

END OF SECTION 16140

3.4 FIELD QUALITY CONTROL

times.

3.3 CONNECTIONS

486A and UL 486B.

2.1 MANUFACTURERS

c. Siemens

a. Eaton - Cutler Hammerb. General Electric

1. Fusible Switches:

1. Outdoor Locations: NEMA 250, Type 3R.

3. Other Wet or Damp Indoor Locations: NEMA 250, Type 4.2. Kitchen Areas: NEMA 250, Type 4X, stainless steel.

2.2 ENCLOSED SWITCHES

A. Manufacturer's standard prime-coat finish ready for field painting.

otherwise indicated to comply with environmental conditions at installed location.

B. Finish: Manufacturer's standard paint applied to factory-assembled and -tested enclosures

B. Enclosed, Fusible Switch: NEMA KS 1, Type HD, with clips to accommodate speciried

A. Description: Flush- or surface-mounted cabinets as indicated. NEMA 250, Type 1, unless

fuses, lockable handle with two padlocks, and interlocked with cover in closed position.

A. Enclosed, Nonfusible Switch: NEMA KS 1, Type HD, with lockable handle.

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

before shipping.

2.5 FACTORY FINISHES

2.4 ENCLOSURES

following:

1. Division 16 Section 16416 "Fuses" for fuses in fusible switches.

Conditions apply to this Section.

B. Related Sections include the following:

A. Drawings and general provisions of the Contract, including General and Supplementary

A. Source Limitations: Obtain enclosed switches and circuit breakers of a single type through

A. Product Data: For each type of switch, circuit breaker, accessory, and component indicated.Include dimensions and manufacturers' technical data on features, performance, electrical

construction, including conduit, piping, equipment, and adjacent surfaces. Maintain requiredA. Coordinate layout and installation of switches, circuit breakers, and components with other

A. This Section includes individually mounted enclosed switches and circuit breakers for motors

with protective covering for storage and identified with labels describing contents.1. Spare Fuses: Furnish one spare for every five installed, but not less than one set of three

A. Furnish extra materials described below that match products installed and that are packaged

1.5 COORDINATION

1.6 EXTRA MATERIALS

of each type and rating.PART 2 - PRODUCTS

workspace clearances and required clearances for equipment access doors and panels.

and equipment disconnecting means.

one source from a single manufacturer.

C. Comply with NFPA 70.

1.4 QUALITY ASSURANCE

1.3 SUBMITTALS

PART 1 - GENERAL1.1 RELATED DOCUMENTS

1.2 SUMMARY

b. Square D

characteristics, ratings, and finishes.

B. Comply with NEMA AB 1 and NEMA KS 1.

c. Siemens

a. Eaton - Cutler Hammerb. General Electric

2. Molded-Case Circuit Breakers:

b. Square D

2.3 ENCLOSED CIRCUIT BREAKERS

fault currents. 1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level

A. Molded-Case Circuit Breaker: NEMA AB 1, with interrupting capacity to meet available

overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger. 2. Provide shunt-trip mechanism for each elevator circuit breaker disconnect. Requires approval of the elevator manufacturer prior to ordering.

2.10 POKE-THROUGH ASSEMBLIES

multichanneled, through-floor raceway/firestop unit and detachable matching floor service-A. Description: Factory-fabricated and -wired assembly of below-floor junction box unit with

outlet assembly.

B. Compartmentation: Barrier separates power and signal compartments.A. Type: Modular, dual-service units suitable for wiring method used.

C. Housing Material: Steel or brass.

2.9 FLOOR SERVICE FITTINGS

3.2 INSTALLATIONA. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets andtemporary blocking of moving parts from enclosures and components.

B. Proceed with installation only after unsatisfactory conditions have been corrected.tolerances, and other conditions affecting performance.A. Examine surfaces to receive enclosed controllers for compliance with requirements, installation

PART 3 - EXECUTION3.1 EXAMINATION

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

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P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

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29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

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Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

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ELECTRICAL SPECIFICATIONS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

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DSN:CHK:210680

WSAWSACLS

SECTION 16521 - EXTERIOR LIGHTING

manufacturer's written instructions and approved submittal materials. Install lamps in eachA. Fixtures: Set level, plumb, and square with ceiling and walls, and secure according to

END OF SECTION

PART 3 - EXECUTION3.1 INSTALLATION

fixture.

PART 1 - GENERAL1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditionsapply to this Section.

1.2 SUMMARYA. This Section includes exterior lighting units with luminaires, lamps, ballasts, poles/support

structures, and accessories.1.3 DEFINITIONS

A. Lighting Unit: A luminaire or an assembly of luminaires complete with a common support,including pole, post, or other structure, and mounting and support accessories.

B. Luminaire (Light Fixture): A complete lighting device consisting of lamp(s) and ballast(s), whenapplicable, together with parts designed to distribute light, to position and protect lamps, andto connect lamps to power supply.

1.4 SUBMITTALSProduct Data: For each type of lighting unit indicated, arranged in order of lighting unit designation.Include data on features, accessories, finishes, and the following:

1. Materials and dimensions of luminaires and poles.Shop Drawings: Manufacturer cut-sheets.1.5 QUALITY ASSURANCE

A. Luminaires and Accessories: Listed and labeled as defined in NFPA 70, Article 100, for theirindicated use, location, and installation conditions by a testing agency acceptable to authoritieshaving jurisdiction

B. Comply with ANSI C2.C. Comply with NFPA 70.

1.6 DELIVERY, STORAGE, AND HANDLING OF POLESA. Store poles on decay-resistant treated skids at least 12 inches (300 mm) above grade and

vegetation. Support poles to prevent distortion and arrange to provide free air circulation.B. Retain factory-applied pole wrappings on metal poles until just before pole installation. For

poles with nonmetallic finishes, handle with web fabric straps.1.7 WARRANTY

A. General Warranty: Special warranty specified in this Article shall not deprive Owner of otherrights Owner may have under other provisions of the Contract Documents and shall be inaddition to, and run concurrent with, other warranties made by Contractor under requirementsof the Contract Documents.

PART 2 - PRODUCTS2.1 MANUFACTURERS

A. Available Products: Subject to compliance with requirements, products that may be incorporatedinto the Work include, but are not limited to, the products indicated in the Lighting FixtureSchedule on the drawings. Being listed in the Lighting Fixture Schedule does not exemptFixtures for compliance with this specification.

2.2 LUMINAIRESA. Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for

luminaires.B. Metal Parts: Free from burrs, sharp corners, and edges.C. Housings: Rigidly formed, weather- and light-tight enclosures that will not warp, sag, or

deform in use. Provide filter/breather for enclosed luminaires.D. Doors, Frames, and Other Internal Access: Smooth operating, free from light leakage under

operating conditions, and arranged to permit relamping without use of tools. Arrange doors,frames, lenses, diffusers, and other pieces to prevent accidental falling during relamping andwhen secured in operating position. Provide for door removal for cleaning or replacing lens.Arrange to disconnect ballast when door opens.

E. Exposed Hardware Material: Stainless steel.F. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat,

and ultraviolet radiation.G. Reflecting Surfaces: Minimum reflectance as follows, unless otherwise indicated:

1. White Surfaces: 85 percent.2. Specular Surfaces: 83 percent.3. Diffusing Specular Surfaces: 75 percent.

H. Lenses and Refractors: Materials as indicated. Use heat- and aging-resistant, resilientgaskets to seal and cushion lens and refractor in luminaire doors.

I. Photoelectric Relays: As follows:1. Contact Relays: Single throw, arranged to fail in the on position and factory set to turn

light unit on at 1.5 to 3 fc (16 to 32 lx) and off at 4.5 to 10 fc (48 to 108 lx) with15-second minimum time delay.

2. Relay Mounting: In luminaire housing.

K Ballasts for HID Lamps:

2. Ballast Fuses: One in each ungrounded supply conductor. Voltage and current ratings asrecommended by ballast manufacturer.

3. Single-Lamp Ballasts: Minimum starting temperature of minus 40 deg C.4. Open-circuit operation will not reduce average life.5. High-Pressure Sodium Ballasts: Equip with a solid-state igniter/starter having an average

life in pulsing mode of 10,000 hours at an igniter/starter case temperature of 90 deg C.6. Noise: Uniformly quiet operation, with a noise rating of B or better.

L. HID Lamps: Comply with the standard of the ANSI C78 series that is applicable to each type oflamp. Provide luminaires with indicated lamps of designated type, characteristics, and wattage.Where a lamp is not indicated for a luminaire, provide medium wattage lamp recommended bymanufacturer for luminaire.1. Metal-Halide Color Temperature and Minimum Color-Rendering Index: 3600 K and 70 CRI,

or as indicated.

2.3 LUMINAIRE SUPPORT COMPONENTSA. Description: Comply with AASHTO LTS-3 for pole or other support structures, brackets, arms,

appurtenances, base, and anchorage and foundation.B. Wind-Load Strength of Total Support Assembly: Adequate to carry support assembly plus

luminaires at indicated heights above grade without failure, permanent deflection, or whipping insteady winds of 100 mph (160 km/h) with a gust factor of 1.3. Support assembly includespole or other support structures, brackets, arms, appurtenances, base, and anchorage andfoundation.1. Strength Analysis: For each pole type and luminaire combination, multiply the actual

equivalent projected area of luminaires and brackets by a factor of 1.1 to obtain theequivalent projected area to be used in pole selection strength analysis.

C. Finish: Match finish of pole/support structure for arm, bracket, and tenon mount materials.D. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support

components.1. Materials: Will not cause galvanic action at contact points.2. Mountings: Correctly position luminaire to provide indicated light distribution.

2.4 FINISHESA. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.B. Steel: Grind welds and polish surfaces to a smooth, even finish.

1. Galvanized Finish: Hot-dip galvanize after fabrication to comply with ASTM A 123.2. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning," to

remove dirt, oil, grease, and other contaminants that could impair paint bond. Remove millscale and rust, if present, from uncoated steel, complying with SSPC-SP 5/NACE No. 1,"White Metal Blast Cleaning," or SSPC-SP 8, "Pickling."

3. Interior: Apply one coat of bituminous paint on interior of pole, or otherwise treat toprevent corrosion.

4. Polyurethane Enamel: Manufacturer's standard finish consisting of one or more coats ofprimer and two finish coats of high-gloss, high-build polyurethane enamel.a. Color: As selected by Architect from manufacturer's standard colors or as indicated on

the fixture schedule.PART 3 - EXECUTION

3.1 INSTALLATIONA. Luminaire Attachment: Fasten to indicated structural supports.B. Lamp luminaires with indicated lamps according to manufacturer's written instructions. Replace

malfunctioning lamps.3.2 CONNECTIONS

A. Ground equipment.1. Tighten electrical connectors and terminals according to manufacturer's published

torque-tightening values. If manufacturer's torque values are not indicated, use thosespecified in UL 486A and UL 486B.

3.3 FIELD QUALITY CONTROLA. Inspect each installed unit for damage. Replace damaged units.B. Advance Notice: Give dates and times for field tests.C. Provide instruments to make and record test results.D. Tests and Observations: Verify normal operation of lighting units after installing luminaires and

energizing circuits with normal power source, and as follows:E. Malfunctioning Fixtures and Components: Replace or repair, then retest. Repeat procedure until

units operate properly.3.4 CLEANING AND ADJUSTING

A. Clean units after installation. Use methods and materials recommended by manufacturer.END OF SECTION

J. Fluorescent Ballasts and Lamps:1. Low-temperature ballast capability (where shown): Rated by its manufacturer for reliable

starting and operation of indicated lamps at temperatures 0 degree F and higher.2. Ballast characteristics: a. Power Factor: 90 percent, minimum. b. Sound Rating: A c. Total Harmonic Distortion Rating: Less than 20 percent. d. Electronic ballasts: Comply with ANSI C82.1, energy-saving, high power factor, Class P. e. Transient-Voltage Protection: Comply with IEEE C62.41 Category A or better.3. Fluorescent Lamps: Low-mercury type. Comply with the EPA's toxicity characteristic leaching test.

1. Comply with ANSI C82.4 and UL 1029. Constant wattage autotransformer or regulating high-power factor type, unless otherwise indicated.

2. Pulse-Start, Metal-Halide Lamps: Minimum CRI 65. and 4000K color temperature, oras indicated.

M. LED Lamps: Long life, high performance, high efficiency lamps. Provide lamps as schedules oras shown on the drawings.

E. Grounding and Bonding Lugs: Welded 1/2-inch threaded lug, complying with NEC requirementson bonding and grounding.

# REVISIONS / SUBMISSIONS DATE

OS OS

OS OS

OS OS

OSOS

OSOS

OS OS

OS OS

OS

OS

OS

OS

OS

OS

OS

X

BE,a

B,a

BE,a

B,a

B,a

B,a

B,aBE,a

B,a

C

X

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A

AE

A

AA

AEA

AEAA

AEA

AA D,b

D,b

D,b

A- 2C

HE

A- 8C C C

CCCC

HE HEHE

CE

C C

CC

C C

C

C

AEA

AA

A

AE

A

B- 13

A

A

B- 13

AA

B- 13

A- 8A

AA

A

A

AE

A

G

AE

AA

AEA AEA AE

AAG

A

F

F

F

F FOSOSOS

OS

OS

OR

OS

ORX

OS

OS

OS

OS

OR,ab

OR

G

A- 8

OS

OS

OS OS OS OS

OS OS

OS OS

OS

OR

OR

OR OR OR

OS OS

X X X X

X

A- 8

X

AB

A- 8A- 8

A- 8

A- 8

A- 8

F

A- 2

B- 13

A- 3

SAE

SAESAESAESAESAESAESAE

SAEX

SAE

A- 3SAE SAE

SAE

OR

OR

B- 13B- 13B- 13

B- 13 B- 13 B- 13

B- 13AE

B- 13A

B- 13

B- 13

B- 13

AE

B- 13

B- 13B- 13

B- 13

B- 13B- 13 B- 13B- 13

B- 13B- 13

B- 13 B- 13

B- 13 B- 13

B- 13 B- 13B- 13

B- 13B- 13

B- 13A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

D,b

A- 2A- 2

A- 2

A- 2A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

A- 2

XA- 2

A- 2

A- 2

A- 2

A- 2

A- 2

3 3

A- 8 A- 8

A- 8

A- 8

A- 8

A- 8

AE

A- 8 A- 8

A- 8

X

C

A- 8 A- 8

A- 8 A- 8

A- 8 A- 8A- 8

A- 3

A- 3A- 3

A- 8

A- 8A- 8

G

A- 8

A- 8

A- 8A- 8A- 8

A- 8

A- 8A- 8A- 8

A- 8A- 8A- 8

A- 8A- 8

A- 8A- 8

C

A- 3A- 3A- 3A- 3A- 3

A- 3

A- 3SAE

A- 3

SAA- 3

A- 3

SAA- 3

1

2 TYP 2 TYP

3TYP

4 TYP

3

TYP

5

5

5

5

5

6

6

6

66

6

6

6

6 6

66

6

6

66

5

6 6

IT WORKROOM108

IT OFF 02102

IT OFF 1101

IT STOR104

BOARD ROOM111

VEST114

STORAGE107

STORAGE107

IT STOR104

STO106

STO105

TABLE110

RECEPTION112

OFF 01115 OFF 02

118OFF 03

120

CONF119

HALL116

HALL122

HALL122

OFF 04127

OFF 05124

BREAK RM126

OFF 07128

TRANS129

RECORDS136

UNISEX TLT135

STO134

STO133

STO132

MEN117

WOMEN113

STO109

B

BE

BE

BE

BEA- 2

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

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KJ

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FE

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BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

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GH

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LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

1/8" = 1'-0"

6/22

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02/20/10

15321795.00

E1.1

LIGHTING PLAN

JOHN L, WYATT

TOMBSTONE, AZ

Owner

KEYED NOTES

GENERAL NOTES

-

A E.C. SHALL COORDINATE THE EXACT EXIT SIGNLOCATION/PLACEMENT WITH THE FIELD BUILDINGINSPECTOR PRIOR TO ROUGH INSPECTION APPROVAL.

B PER 2015 IECC DAYLIGHT ZONES HAVE EITHER INDIVIDUALLIGHTING CONTROLS INDEPENDENT FROM THAT OF THEGENERAL AREA LIGHTING THAT ARE EITHER MANUAL ORAUTOMATIC.

C PER 2015 IECC AUTOMATIC DAYLIGHT ZONE CONTROLSSHALL BE INSTALLED AND CAPABLE OF REDUCING POWERTO <15 PERCENT USING CONTINUOUS DIMMING BALLASTSAND DAYLIGHT-SENSING CONTROLS.

D PER 2015 IECC OCCUPANCY SENSORS SHALL BE REQUIREDIN THE FOLLOWING SPACES AND AUTOMATICALLY TURNLIGHTING OFF WITHIN 30 MINUTES OF ALL OCCUPANTSLEAVING THE SPACE: CLASSROOMS/LECTURE/TRAININGROOMS, CONFERENCE/MEETING/MULTIPURPOSE ROOMS,COPY/PRINT ROOMS, LOUNGES, EMPLOYEE LUNCH ANDBREAK ROOMS, PRIVATE OFFICES, STORAGE ROOMS,JANITORIAL CLOSEST, LOCKER ROOMS, AND OTHER SPACES<=300 SQUARE FEET THAT ARE ENCLOSED BYFLOOR-TO-CEILING HEIGHT PARTITIONS AND WAREHOUSES.AUTOMATIC-ON SENSORS SET POWER ON <50 PERCENTPOWER.

E ALL TIME SWITCHES CONTROLLING EXTERIOR LIGHTINGSHALL BE CAPABLE OF RETAINING PROGRAMMING AND THETIME SETTING DURING LOSS OF POWER FOR A PERIOD OFAT LEAST 10 HOURS.

F REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FORALL FIXTURE LOCATIONS.

G ALL SURFACE MOUNTED CONDUIT SHALL BE ROUTEDPERPENDICULAR AND PARALLEL TO BEAMS AND COLUMNS.ALL CONDUITROUTING SHALL BE COORDINATED WITH THE PROJECTMANAGER OR ARCHITECT PRIOR TO ROUGH-IN. PAINT ALLEXPOSED CONDUIT, BOXES AND FITTINGS AS REQUIRED BYARCHITECT.

H ELECTRICAL CONTRACTOR TO COORDINATE WITHMECHANICAL CONTRACTOR FOR PLACEMENT OF FIXTURESPRIOR TO ROUGH-IN TO AVOID CONFLICT.

I LIGHTING CIRCUITS FED FROM THE INVERTER(S) SHALL BEIN ITS OWN DEDICATED CONDUIT RUN PER NEC 700.9.(NORMAL POWER CIRCUITS ARE NOT TO BE INCLUDED INCONDUIT RUN WITH EMERGENCY CONDUCTORS.)

SCALE: 1/8" = 1'-0"2 LIGHTING PLAN

1 'EM' EMERGENCY LIGHT FIXTURE, RUN ADDITIONAL HOT TOFIXTURE, SO FIXTURE MAINTAINS POWER TO BATTERY.FIXTURE SHALL OPERATE WHILE BUILDING IS OCCUPIED OR INAN EMERGENCY SITUATION. (TYPICAL).

2 PROVIDE CEILING MOUNTED MOTION SENSOR PER 2018-IECCREQUIRMENT. REFER TO SPECIFICATION SHEET FOR SENSORREQUIRMENTS. PROVIDE ROOM LIGHTING CONTROL POWERPACK THAT IS COMPATIBLE WITH SENSOR AND WALLOVERRIDE SWITCH. POWER PACK TO BE LOCATED IN ANACCESSIBLE LOCATION.

3 PROVIDE OVERRIDE SWITCH IN THE EVENT OF MOTIONSENSOR FAIL. SWITCH SHALL BE COMPATIBLE WITH ROOMLIGHTING CONTROLLER.

4 PROVIDE WALL MOUNTED LINE VOLATAGE LIGHT SWITCH WITHDIMMING CAPABILITIES PER 2018-IECC REQUIREMENT.

5 EXISTING LIGHT FIXTURE TO BE REMOVED. PROVIDE A NEWLIGHT FIXTURE AT THE SAME LOCATION. NEW LIGHT FIXTURETO BE AS INDICATED IN FIXTURE SCHEDULE. (TYP FOR ALLEXISTING LIGHT FIXTURES IN THE ROOM.)

6 ALL EXISTING LIGHT FIXTURES IN THE ROOM ARE TO BEREMOVED. NEW LIGHT FIXTURES IN ROOM ARE TO BEINSTALLED AT A NEW LOCATION PER THIS DRAWING. PATCHAND REPAIR AS DIRECTED BY ARCHITECT. NEW LIGHT FIXTUREIS TO BE AS INDICATED IN FIXTURE SCHEDULE. (TYP OF ALLEXISTING LIGHT FIXTURES IN THE ROOM.

E - LUMINAIRE SCHEDULETYPE MARK COUNT MANUFACTURER MODEL VOLTAGE INPUT WATTS LAMP TYPE MOUNTING MOUNTING HEIGHT REMARKS

A 34 Columbia Lighting LCAT 14 35 MW SM ED U 120 V 32 W LED SURFACE SURFCE MOUNT LEDAE 15 Columbia Lighting LCAT 14 35 MW SM ED U ELL14 120 V 32 W LED SURFACE SURFACE MOUNT LED WITH MINIMUM 90 MINUTES BATTERY BACK-UPB 7 Columbia Lighting LCAT 14 35 MW CM ED U 120 V 32 W LED CABLE SUSPENDED SEE ARCHITECTURAL DRAWINGS SUSPENDED LED LINEARBE 8 Columbia Lighting LCAT 14 35 MW CM ED U ELL14 120 V 32 W LED CABLE SUSPENDED SEE ARCHITECTURAL DRAWINGS SUSPENDED LED LINEAR WITH MINIMUM 90 MINUTES BATTERY BACK-UPC 19 Columbia Lighting LCAT 24 35 ML G ED U 120 V 39 W LED LAY-IN 2X4 LED RECESSEDCE 1 Columbia Lighting LCAT 24 35 ML G ED U ELL14 120 V 39 W LED LAY-IN 2X4 LED RECESSED WITH MINIMUM 90 EMERGENCY BATTERY PACK.D 4 Prima Lighting Starck III 1804-E3-LD-WH-12 120 V 8 W LED MONOPOINT SEE ARCHITECTURAL DRAWINGS LED MONOPOINT WITH 12" STEM (VERIFY STEM LENGTH WITH

ARCHITECT)F 6 PRESCOLITE LTR-4RD-H 10L DM1 LTR-4RD-T SL 35K 8 WD SS 120 V 18 W LED RECESSED LED DOWNLIGHTG 4 Columbia Lighting LCAT 14 35 VW SM ED U 120 V 28 W LED SURFACE SUSPENDED LED LINEARHE 4 Columbia Lighting LCAT 24 35 VW G ED U ELL14 120 V 28 W LED LAY-IN SURFACE MOUNT LED WITH MINIMUM 90 MINUTES BATTERY BACK-UPSA 2 ARCHITECTURAL AREA CY1-25 3K 8 1 2 UNV DBT F FFP DCU 120 V 25 W LED WALL 9'-0" SURFACE MOUNT LEDSAE 14 ARCHITECTURAL AREA CY1-25 3K 8 1 2 UNV DBT F FFP DCU EM 120 V 25 W LED WALL 8'-0" 90 MINUTE BATTERY BACKUPX 13 Compass Lighting CELS1RNE 120 V 1 W LED UNIVERSAL LED EMERGENCY EXIT SIGNGrand total: 131

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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PN

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KJ

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FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

6/22

/202

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10/19/16

15321795.00

E1.2

LIGHT FIXTURES CUT SHEETS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

SA

# REVISIONS / SUBMISSIONS DATE

J

FC1

CU1

EF1

84"

84"

84"

IT OFF 1101

IT OFF 02102

IT STOR104

STORAGE107

IT WORKROOM108

BOARD ROOM111

RECEPTION112

VEST114

OFF 01115

OFF 02118

OFF 03120

OFF 05124

CONF119

MEN117

WOMEN113

HALL116

HALL122

STO105

STO106

STO109

TABLE110

STO121

STO125

OFF 04127

BREAK RM126

OFF 07128

TRANS129

STO132

STO133

STO134

RECORDS136

UNISEX TLT135

84"

84"

84"

84"

84"

84"

ECU1

ERTU1

B A

B- 26

B- 26

B- 26

B- 7

B- 7

B- 7

B- 6

B- 6

B- 6 B- 6

B- 6

B- 6

B- 2 B- 14

B- 4

EFC1

B- 16,18

B- 29B- 25

B- 29B- 25 B- 29

B- 29

B- 17,19

B- 10,12

B- 20,22

A- 20,22,24

M

B- 1

1

2 334

4

4

5

6

7

8

9

10

B- 2311

12TYP

13

1414

B- 11B- 11

15

B- 11

16

14

B- 11

1718 A- 7

A- 7

A- 7A- 7

A- 11

A- 11A- 11A- 11

A- 19

A- 4

A- 4

A- 4

3

19

20

21

22

B- 5WP

B- 15

B- 15

B- 15

23

WP

23

WP

23

IWH1

IWH2

IWH3

B- 9

B- 24

B- 11

A- 19 A- 19

A- 19 A- 19A- 5A- 5

A- 5

A- 5

A- 4

A- 7

A- 7

A- 11

A- 6A- 6

A- 6

A- 6

A- 6

A- 6A- 10

A- 10 A- 10

A- 10

A- 23

A- 23

A- 23A- 23

A- 10

CU2

FC2

A- 15,17

A- 14,16

76

A- 23

A- 1

WP

23

B- 3 A- 9

A- 12

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

1/8" = 1'-0"

6/22

/202

1 4:

04:2

7 PM

BIM

360

://21

0680

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-

02/20/10

15321795.00

E2.1

POWER PLAN

JOHN L, WYATT

TOMBSTONE, AZ

Owner

KEYED NOTES-

SCALE: 1/8" = 1'-0"2 POWER PLAN

1 EXISTING PANEL DOES NOT MEET ELECTRICAL CODE ANDSHALL BE REMOVED AND DISPOSED OF IN A PROPERMANNER.

2 EXISTING FIRE ALARM BELL TO BE REPLACED WITH AHORN/STROBE. COORDINATE WORK WITH FIRE ALARMPLANS.

3 EXISTING FIRE ALARM PULL STATION TO BE REPLACED WITHA NEW PULL STATION. COORDINATE WORK WITH FIRE ALARMPLANS.

4 TELEVISION LOCATION: PROVIDE DUPLEX RECEPTACLE,CATV RECEPTACLE AND DATA RECEPTACLE. VERIFY EXACTLOCATION OF RECEPTACLES IN THE FIELD PRIOR TO ROUGHIN. TELEVISON RECEPTACLE TYPE (DATA, CATV) SHALL BECONFIRMED WITH OWNER PRIOR TO START OF ANY WORK.

5 ELECTRICAL CONTRACTOR SHALL PROVIDE 208V NEMA 1,HEAVY DUTY, FUSED 30A/2P DISC. SWITCH WITH CONDUITAND CONDUCTOR PER PANEL SCHEDULE. PROVIDE FUSINGPER EQUIPMENT MANUFACTUERS RECOMMENDATIONS.(REMOVE EXISTING CONDUIT, CONDUCTORS, ANDDISCONNECT AND DISPOSE OF IN A PROPER MANNER.

6 ELECTRICAL CONTRACTOR SHALL PROVIDE 208V NEMA 1,HEAVY DUTY, FUSED 30A/2P DISC. SWITCH WITH CONDUITAND CONDUCTOR PER PANEL SCHEDULE. PROVIDE FUSINGPER EQUIPMENT MANUFACTUERS RECOMMENDATIONS. (NEWINSTALLATION)

7 ELECTRICAL CONTRACTOR SHALL PROVIDE 208V NEMA 3R,HEAVY DUTY, FUSED 30A/2P DISC. SWITCH WITH CONDUITAND CONDUCTOR PER PANEL SCHEDULE. PROVIDE FUSINGPER EQUIPMENT MANUFACTUERS RECOMMENDATIONS.

8 ELECTRICAL CONTRACTOR SHALL PROVIDE 208V NEMA 3R,HEAVY DUTY, FUSED 30A/2P DISC. SWITCH WITH CONDUITAND CONDUCTOR PER PANEL SCHEDULE. PROVIDE FUSINGPER EQUIPMENT MANUFACTUERS RECOMMENDATIONS.(REMOVE EXISTING CONDUIT, CONDUCTORS, ANDDISCONNECT AND DISPOSE OF IN A PROPER MANNER.

9 ELECTRICAL CONTRACTOR SHALL PROVIDE 208V NEMA 3R,HEAVY DUTY, FUSED 30A/3P DISC. SWITCH WITH CONDUITAND CONDUCTOR PER PANEL SCHEDULE. PROVIDE FUSINGPER EQUIPMENT MANUFACTUERS RECOMMENDATIONS.(REMOVE EXISTING CONDUIT, CONDUCTORS, ANDDISCONNECT AND DISPOSE OF IN A PROPER MANNER.

10 PROVIDE A JUNCTION BOX AND MOTOR RATED SWITCH.SWITCH SHALL BE RATED FOR THE HORSEPOWER OF THEMOTOR.

11 EXISTING TELEPHONE MOUNTING BOARD (TMB). PROVIDENEW DUPLEX RECEPTACLE. PROVIDE #4 A.W.G. CU. GROUNDPER NEC 800.100(B).

12 PROVIDE 4-11/16" SQ. X 2-1/8" DEEP J-BOX WITH SINGLE-GANGMUD RING AND 3/4" CONDUIT WITH PULLWIRE STUBBED 3"INTO ACCESSIBLE CEILING FOR VOICE/DATA.

13 EXISTING FIRE ALARM CONTROL PANEL TO REMAIN IN PLACEAND OPERATIONAL. COORDINATE RECEONNECTION TO FIREALARM DEVICE WITH THE FIRE ALARM PLANS.

14 EXISTING DUPLEX RECEPTACLE TO REMAIN I PLACE ANDOPERATIONAL. PROVIDE NEW CIRCUIT HOMERUN TO NEWPANEL. (EXISTING HOMERUN TO BE REMOVED AND DISPOSEDOF IN A PROPER MANNER.

15 EXISTING QUDRUPLEX RECEPTACLE TO REMAIN I PLACE ANDOPERATIONAL. PROVIDE NEW CIRCUIT HOMERUN TO NEWPANEL. (EXISTING HOMERUN TO BE REMOVED AND DISPOSEDOF IN A PROPER MANNER.

16 EXISTING PANEL TO BE REMOVED AND AND DISPOSED OF INA PROPRE MANNER.

17 PROVIDE FLUSH ROUND MULTI-SERVICE, FLOOR MOUNTEDDUPLEX RECEPTACLE & DATA/PHONE JACKS. PROVIDE WITHBRASS RING AND CAP. HUBBELL SYSTEM ONE OR ENGINEERAPPROVED EQUAL. WITH ALL APPURTENANCES ASREQUIRED. VERIFY COLOR PRIOR TO ORDERING.

18 PROVIDE (1) 3/4" PVC CONDUIT FOR POWER AND (1) 1" PVCCONDUIT FOR DATA/TELEPHONE. CONDUIT RUNS ARE TO BECOMPLETED UNDERGROUND. SAWCUT EXISTING CONCRETE,INSTALL CONDUITS, AND REPLACE CONCRETE IN KIND.COORDINATE THIS WORK WITH THE ARCHITECT.

19 EXISTING PANEL DOES NOT MEET ELECTRICAL CODE AND ISINADEQUATE FOR THIS PROJECT. PANEL IS THE SERVICE FORTHIS BUILDING. REPLACE WITH NEW PANEL AS INDICATED INTHE SINGLE LINE DIAGRAM AND PANEL SCHEDULE. PANEL ATTHIS LOCATION MUST BE A SERVICE ENTRANCE RATEDPANEL. PANEL MUST BE NEMA 3R RATED.

20 ALL RECEPTACLES IN ROOM ARE TO BE REUSED. PROVIDENEW HOMERUN TO PANEL B. RETURN ALL RECEPTACLE INROOM TO FULL OPERATION. CIRCUIT TO BE DEDICATED TOROOM. NO NEW RECEPTACLE ANTICIPATED.

21 EXISTING BUILDING TELEPHONE SERVICE CABINET TOREMAIN IN PLACE AND OPERATIONAL. NO CHANGES.

22 ALL RECEPTACLES IN ROOM ARE TO BE REUSED. PROVIDENEW HOMERUN TO PANEL A. RETURN ALL RECEPTACLE INROOM TO FULL OPERATION. CIRCUIT TO BE DEDICATED TOROOM. NO NEW RECEPTACLE ANTICIPATED.

23 PROVIDE IN-USE WEATHERPROOF RECEPTACLE PER NEC406.9(B) WITH GFCI RECEPTACLE. PROVIDE CONDUIT ANDCONDCUTOR PER PANEL SCHEDULE.

GENERAL NOTESA COORDINATION OF OVERCURRENT PROTECTIVE DEVICES SHALL BE BY

ELECTRICAL CONTRACTOR AT THEIR OWN EXPENSE, INCLUDINGSETTINGS OF CIRCUIT BREAKERS, FUSES AND GROUND FAULT DEVICES.CONTRACTOR SHALL PROVIDE COORDINATION STUDY AND SET ALLCIRCUIT PROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THECOMPLETION OF THE PROJECT.

B ROUTE ALL FEEDERS AND BRANCH CIRCUITS FOR ROOF TOP EQUIPMENTBELOW ROOF DECK. IF INSTALLED UNDER METAL-CORRUGATED SHEETROOF DECK, PROVIDE A MINIMUM OF 1.5" MEASURED FROM THE LOWESTSURFACE OF THE ROOF DECKING TO THE TOP OF THE CABLE, RACEWAYOR BOX, PER NEC 300.4(E)

C IF GFCI RECEPTACLE IS NOT READILY ACCESSIBLE PER NEC 210.8,CONTRACTOR SHALL INSTALL GFCI BREAKER IN LIEU OF GFCIRECEPTACLE.

D ALL MATERIALS INSTALLED IN PLENUM SHALL BE APPROVED FOR THATLOCATION AND PLENUM RATED. TYPICAL PER 2012 IMC 602 & 2011 NEC300-22B.

E ROUTE ALL FEEDER AND BRANCH CIRCUITS FOR ROOF TOP EQUIPMENTTO UNDERSIDE OF ROOF DECK.

F COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATION ANDREQUIREMENTS OF MECHANICAL UNITS EQUIPMENT.

G ELECTRICAL CONTRACTOR SHALL FIELD VERIFY WITH OWNER ALLSWITCH AND OUTLET LOCATIONS PRIOR TO ROUGH-IN.

H ELECTRICAL BOXES IN FIRE RATED WALLS SHALL BE LISTED AND TESTEDFOR USE IN FIRE RATED ASSEMBLIES IN ACCORDANCE WITH THEIRLISTING AND INSTRUCTIONS, AND SHALL COMPLY WITH THEREQUIREMENTS OF IBC 706.8.

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

3-PHASE SHORT CIRCUIT CALCULATIONS BASED ON THE "POINT-BY-POINT" METHODI sca = Isc x M M = 1/(1 + f) Cable: f = 1.73 x L x I / C x E

where:I sc = the available short-circuit current, in amperes, at the beginning of the circuit.L = the length of circuit to the fault, in feet.C = the constant from Table C for the type of conductors and circuit arrangement. For parallel runs, multiply "C" value by the number of conductors per phase.E = line-to-line voltage

Fault

PointSES

F1

F2

*

ca

xf

ca

xfca

xf

Descript ion

SES (APS)

Panel A

PANEL B

Note: The above calculations neglected motor short-circuit contributions. If significant, motor short-circuit contribution may be added to the transformer secondary short-circuit current value. A practical estimate of motor contribution is to multiply the total motor load in amperes by 6. Lengths are for calculations only. DO NOT USE for estimating or take-off purposes.

Source Isc

(amps)33789.00

33789.00

8831.70

Wire / Cable Size

3/0 AWG

3/0 AWG

No. of cond.

per phase

1

1

Type of

conduit

NM

M

Xfmr: f = Ip sc x Vp x 1.73( %Z)/100000 x KVA Is (sca) = Vp/Vs x M x Is

Ip = primary current, in amperes.Vp = primary line-to-line voltage of transformer, in volts.Vs = secondary line-to-line voltage of transformer, in volts.%Z = impedance of transformer.* Use row 'ca' for feeder cables; and row 'xf' for transformers.

"C"

value

13923

12844

E

(volts)

208

208

L (length)

in feet

140

205

XFMR.

KVA

XFMR.

%Z

Vp

(volts)

Vs

(volts)

f

0.00

0.00

2.83

0.001.17

0.00

M

1.00

1.00

0.26

1.000.46

1.00

I sca(amps)33789.00

0.00

8831.70

0.004065.39

0.00

M

EXISTING SERVICE ENTRANCESECTION - SES

208Y/120V, 3Ø, 4W, N3R600A, 1000KAIC FAULT RATED

UTILITYMETER

SERVICERATED

33,789 RMS AVAILABLE FAULTCURRENT PER APS CHART

BUILDING STEEL,METALLIC PIPING

UFER

#4 C

U

#3/0

CU

EXISTINGMEB, MBJ

N

XF1

200AMLO

EXIS

TIN

G

200AMLO

PANEL'MS'

EXIS

TIN

G

200A/3P

200AMLO

PANEL'CS'

PANEL'A'

200AMBR

(4) #

3/0,

#4

CU

GN

D, 2

" C

XF2

EXIS

TIN

G

PANEL'ADMIN'

4 #3

/0, #

4 C

UG

ND

, 2"C

225AMLO

PANEL'B'

200A/3P 200A/3P

EXISTING PANEL TO BE REMOVEDAND DISPOSED OF IN A PROPERMANNER.

NEW PANELNEMA 3RSERVICE ENTRANCE RATED

NEW PANELNEMA 3R

F3 X

FTL

EXIS

TIN

G

EXISTINGCOMPRESSOR

100A/3P 100A/3P

SPARE

100A/3P

SPARE

100A/3P

SPARE

600A/3P

BUILDINGSTEEL

UFER

#4 C

U

#2 C

U

#2 CUMEB, MBJ

N

#2 C

U

GAS AND WATER PIPING

IT IS THE INTENT OF THIS DRAWINGTHAT THE EXISTING CONDUIT ANDCONDUCTOR RUN BE RE-USED.CONDUCTORS MUST BE SIZED ASSHOWN ON THIS DRAWING AND INGOOD CONDITION. OTHERWISE THEYMUST BE REPLACED.

THE INTENT OF THIS DRAWING IS THAT THE EXISTINGUFER IS TO BE RE-USED. IN THE EVENT THE UFFER ISDAMAGED OR MISSING THE CONTRACTOR SHALLPROVIDE (2) 3/4" X 8' COPPER GROUND RODSSPACED 8' APART MINIUM. IF GROUND RODS AREPROVIDED, CONDUCTOR SIZE SHALL BE INCREASEDTO #2 AWG CU. ANY GROUND CONDUCTOR EXPOSEDSHALL BE RUN IN CONDUIT TO PREVENT DAMAGE ORTHEFT.

PANEL MS = 190 AMPSPANEL CS = 190 AMPSPANEL A (THIS PROJECT) = 138 AMPSEXISTNG COMPRESSOR = 60 AMPS TOTAL = 578 AMPS (WORST CASE)

LOAD CALCULATION

WARNINGElectric Arc Flash HazardWill cause severe injury or deathWear proper protective equipment before opening orperforming diagnostic measurements while energized. (SeeNFPA 70E)

PROVIDE APPROVED ARC-FLASH HAZARD WARNINGON ALL REQUIRED ELECTRICAL EQUIPMENT PER NEC110.16

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

ML

KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

As indicated

6/22

/202

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7 PM

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10/19/16

15321795.00

E3.1

SINGLE-LINE DIAGRAM/CALCS

JOHN L, WYATT

TOMBSTONE, AZ

Owner

GENERAL NOTES

A COORDINATION OF OVERCURRENT PROTECTIVE DEVICESSHALL BE BY ELECTRICAL CONTRACTOR AT THEIR OWNEXPENSE, INCLUDING SETTINGS OF CIRCUIT BREAKERS,FUSES AND GROUND FAULT DEVICES. CONTRACTOR SHALLPROVIDE COORDINATION STUDY AND SET ALL CIRCUITPROTECTIVE DEVICE SETTINGS AS RECOMMENDED AT THECOMPLETION OF THE PROJECT.

B ALL CONDUIT AND CONDUCTORS ARE BASED ON COPPERCONDUCTORS IN EMT.

C ALL PANELS SHALL BE LABELED PER DETAIL 4/E5.1D OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH

FIRE-RATED WALLS, PARTITIONS, FLOORS, AND CEILINGSSHALL BE FIRE STOPPED USING APPROVED METHODS ANDMATERIALS LISTED FOR THIS PURPOSE. REFER TO NECARTICLE 300.21 FOR REQUIREMENTS.

E CONCRETE ENCASED ELECTRODE (UFER) PER NEC 250.50 &250-52(A)(3).

F NEW CIRCUIT BREAKER(S) IN S.E.S., SHALL MATCHMANUFACTURER'S IN PANELS FOR SERIES RATINGPURPOSES.

G CONCRETE ENCASED ELECTRODE (UFER) PER NEC 250.50 &250-52(A)(3).

H ELECTRICAL CONTRACTOR SHALL PROVIDE LABELING OFTHE AVAILABLE FAULT CURRENT FOR EACH PANEL ASNOTED, PER NEC 110.24

I ELECTRICAL CONTRACTOR SHALL PROVIDE LABELING TOINDICATE WHERE EACH PIECE OF EQUIPMENT ORIGINATES,PER 408.4(B).

J ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALLPENETRATIONS/RACEWAYS FROM ELECTRICAL "SES" TOPANEL WILL BE SEALED IN ACCORDANCE TO NEC 300.5(G) &225.27.

SCALE: NOT TO SCALE2 ELECTRICAL ONE LINE/ RISER DIAGRAM1

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

ML

KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

6/22

/202

1 4:

04:2

8 PM

BIM

360

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10/19/16

15321795.00

E4.1

SYSTEMS SCHEDULES

JOHN L, WYATT

TOMBSTONE, AZ

Owner

SPLIT SYSTEM OUTDOOR CONDENSING UNIT SCHEDULE

TAG MARKNOMINAL

TONSBASIS OF DESIGN ELECTRICAL DATA AMBIENT DATA SEER/

EERHSPF/COP

OPERATINGWEIGHT REMARKSMANUFACTURER MODEL VOLTAGE PHASE MCA MOCP SCCR AMB DB AMB WB WIN DB

ECU 1 3 - - 208 V 1 19.0 A 30 A 5K - - - - - 242 lb SEE NOTE 1 BELOWCU 1 3 GOODMAN GSX14036 208 V 1 19.0 A 35 A 5K 105 72 18 14.3 - 242 lb SEE NOTES 2 & 3 BELOWCU 2 3 GOODMAN GSX14036 208 V 1 19.0 A 35 A 5K 105 72 18 14.3 - 242 lb SEE NOTES 2 & 3 BELOW

EXISTING ROOFTOP PACKAGE UNIT SCHEDULE

TAG MARKNOMINAL

TONS

BASIS OF DESIGN AIR CAPACITIESSEER/EER

NATURALGAS INPUT

(MBH)GAS EFF.

(%)

COOLING CAPACITIES (GROSS) HEATING CAPACITIES (GROSS) ELECTRICAL DATAOPERATING

WEIGHTUNIT HT.w/ CURB REMARKSMANUFACTURER MODEL

TOTALCFM

OSACFM

ESP/IWG

BLOWERHP

ENT AIR AMBIENT COOLING MBH ENT AIRDB

AMBIENTDB

TOTALMBH MAX FLA MOCP VOLTAGE PHASE SCCRDB WB DB WB TOTAL SENSIBLE

ERTU 1 3 - - 1200 250 - - - - - - - - - - - - - - 30 A 208 V 3 - 354 lb - -

M - EXHAUST FAN SCHEDULE

TAG MARK SYSTEM LOCATION CFM ESP FAN RPM

MOTORDATA

VOLTAGE

MOTORDATA OPERATING

WEIGHTBASIS OF DESIGN

REMARKSHP PHASE MANUFACTURER MODELEF 1 EXHAUST CEILING 150 CFM 0.25 in-wg 1100 0.05 115 V 1 21 lb GREENHECK SPA-125 FAN TO BE INTERLOCKED WITH LIGHTSWITCH

M - GAS FURNACE/ELECT. COOLING SPLIT SYSTEM (INDOOR)

TAG MARKNOMINAL

TONS

BASIS OF DESIGNTOTALCFM

OSACFM

ESP/IWG

GAS INPUT(MBH)

GAS EFF.(%) HP

MOTOR DATA

MAX FLA MOCPOPERATING

WEIGHT SEER/EER

COOLING CAPACITIES (GROSS) HEATING CAPACITIES (GROSS)

REMARKSFAN COIL FURNACE

VOLTAGE PHASEENT AIR AMBIENT MBH ENT AIR

DBAMBIENT

DBTOTALMBHMANUFACTURER MODEL MANUFACTURER MODEL DB WB DB WB TOTAL SENSIBLE

EFC 1 3 - - - - 1200 400 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb - - - - - - - - - - SEE NOTE 1 BELOWFC 1 3 GOODMAN CAPF3636 CARRIER 58DLA070 1200 200 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb 14.3 SEER 86 67 105 72 34.8 32.0 60 18 33.4 SEE NOTES 2 & 3 BELOWFC 2 3 GOODMAN CAPF3636 CARRIER 58DLA070 1200 200 .6 66 CFH 80% .5 208 V 1 6.8 FLA 15 A 157 lb 14.3 SEER 86 67 105 72 34.8 32.0 60 18 33.4 SEE NOTES 2 & 3 BELOW

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

P - INSTANTANEOUS ELECTRIC WATER HEATER SCHEDULE

TAG SYSTEM LOCATION TYPEELECTRICAL DATA BASIS OF DESIGN

REMARKSMAX KW VOLTAGE PHASE MANUFACTURER MODELIWH DOMESTIC WOMEN 113 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT2.5 SET FOR MAX. HW TEMPERATURE OF 110° F.IWH DOMESTIC MENS 117 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT2.5 SET FOR MAX. HW TEMPERATURE OF 110° F.IWH DOMESTIC UNISEX 135 ELECTRIC 1.4 kW 120 V 1 EEMAX EMT4 PROVIDE (2) 0.5 GPM AERATORS FOR LAVATORY CONNECTION SET FOR MAX. HW TEMPERATURE OF 110° F.

# REVISIONS / SUBMISSIONS DATE

LABELS TO BE PROVIDED:1. PHENOLIC TAG INDICATING PANEL NAME, SOURCE PANEL, VOLTAGE/PHASE, AND ELECTRICAL

BRANCH OF THE ELECTRICAL SYSTEM.2. PHENOLIC TAG INDICATING THE AVAILABLE FAULT CURRENT AT PANEL, EQUIPMENT BRACING

RATING, AND DATE SHORT CIRCUIT CALCULATION PERFORMED.3. PHENOLIC TAG OR STICKER PROVIDING ARC FLASH HAZARD INFORMATION, INCLUDING FLASH

HAZARD BOUNDARY, INCIDENT ENERGY AT INDICATED DISTANCE, PPE CATEGORY PER NFPA70E, VOLTAGE OF PANEL TO INDICATE SHOCK HAZARD, AND LIMIT, RESTRICTED, ANDPROHIBITED APPROACH DISTANCES PER NFPA 70E.

PANEL "P1"FED FROM PANEL

"SES"208V/120V, 3Ø, 4W

NORMAL BRANCH

AVAILABLE FAULT CURRENT:##,###A SYMMETRICAL

EQUIPMENT BRACED AT:42,000A SYMMETRICAL

DATE 7/26/16

WARNINGARC FLASH AND SHOCK HAZARD

FLASH HAZARD BOUNDARYFLASH HAZARD AT 18'PPE CATEGORY PER NFPA 70E

SHOCK HAZARD WHEN COVER IS OPEN

LIMITED APPROACHRESTRICTED APPROACH PER NFPA 70EPROHIBITED APPROACH

18 INCHES1.2 CAL/CM 2

CATEGORY 0

480 VAC

42 INCHES12 INCHES

1 INCH

DATE 7/26/16PANEL "P1"NOTE: CHANGES IN EQUIPMENT SETTINGS OR SYSTEMCONFIGURATION MAY INVALIDATE THE CALCULATED VALUES ANDPPE REQUIREMENTS LISTED ABOVE.

NOTES:1. ARC FLASH HAZARD INFORMATION AND FAULT CURRENT VALUES SHALL BE DETERMINED BY

MANUFACTURERS ARC FLASH STUDY, SHORT CIRCUIT ANALYSIS, AND COORDINATION STUDY.2. OF ARC FLASH STUDY DETERMINES THAT THE INCIDENT ENERGY AT THE EQUIPMENT IS >40

CAL/CM 2, THE ARC FLASH STICKER OR PHENOLIC TAG SHALL BE PROVIDED WITH A REDBACKGROUND AND HAVE THE WORD "DANGER" INCLUDED IN THE TAG.

3. REFER TO SPECIFICATIONS FOR BACKGROUND AND TEXT COLORS, FONT SIZE, AND ANYADDITIONAL INFORMATION.

4. DISTRIBUTION EQUIPMENT SHALL BE LABELED IN ACCORDANCE WITH 2011 NEC SECTIONS110.16 AND 110.24.

0CATEGORY

P A N E L " P 1"F E D F R OM P A N E L

"S E S "208 V / 12 0V , 3Ø , 4W

N OR M A L B R A N C H

A V A I L A B LE F A U LT C U R R E N T :##, ### A S Y M ME T R I C A L

E QU I P M E N T B R A C E D A T :42, 000 A S Y M ME T R I C A L

D A T E 5/ 26/ 15

WA R N I N GA R C F LA S H A N D S H OC K H A Z A R D

FLASH HAZARD BOUNDARYFLASH HAZARD AT 1 8'PPE CATEGORY PER NFPA 7 0E

SHOCK HAZARD W HEN COVER IS OPEN

L IM ITED APPROACHRESTRICTED APPROACH PER NFPA 7 0EPROHIBITED APPROACH

1 8 INCHES1 .2 CAL /CM 2

CATEGORY 0

4 80 VAC

4 2 INCHES1 2 INCHES

1 INCH

D A T E 5/ 26/ 15P A N E L " H 1"NOTE: CHANGES IN EQUIPM ENT SETT INGS OR SYSTEMCONFIGURATION M AY INVAL IDATE THE CAL CULATED VALUES ANDPPE REQUIREMENTS L ISTED ABOVE.

0CATEGORY

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

RQ

PN

ML

KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

12" = 1'-0"

6/22

/202

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10/19/16

15321795.00

E5.1

PANELBOARD SCHEDULES

JOHN L, WYATT

TOMBSTONE, AZ

Owner

A B

. .

SCALE: NOT TO SCALE1 TYPICAL PANEL LABELING DETAIL

Notes:

Receptacle 12600 VA 100.00% 12600 VA Total Est. Demand Current: 138 AMiscellaneous 2880 VA 100.00% 2880 VA Total Conn. Current: 133 AMechanical 24744 VA 100.00% 24744 VA Total Est. Demand: 49750 VALighting 3421 VA 125.00% 4276 VA Total Conn. Load: 47845 VACONTINUOUS LOAD 4200 VA 125.00% 5250 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

(GFCI) TYPE CB'S

(FA) FIRE ALARM CIRCUIT (L-OFF) PROVIDE HANDLE LOCK-OFF FEATURE (HACR) TYPE CB'S(EM) UNIT EQUIP. PROVIDE UN-SWITCHED HOTLEG TO BATT/ CHR. (L-ON) PROVIDE LOCK ON DEVICES & PAINT CB RED (HSPC) VIA HOOD SYSTEM CONTROL PANEL(***) EXISTING CIRCUIT BREAKER/ NEW LOAD (MD) MESA DE-RATE FEEDER WIRES (I.G.) BRANCH CIRCUIT WITH ISOLATED GROUND WIRE(**) EXISTING CIRCUIT BREAKER/ EXISTING LOAD (MLO) MAIN LUGS ONLY / (FTL) FEED THRU LUGS (IGB) WITH ISOLATED GROUND BAR

(*) NEW CIRCUIT BREAKER/ NEW LOAD (VD) FEEDER SIZE INCREASED FOR VOLTAGE DROP (LC) VIA LIGHTING CONTACTORSYMBOL LIST:

Total Amps: 132 A 139 A 133 ATotal Load: 15782 VA 16664 VA 15899 VA

-- 41 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 42 ---- 39 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 40 ---- 37 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 38 ---- 35 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 36 ---- 33 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 34 ---- 31 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 32 ---- 29 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 30 ---- 27 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 28 ---- 25 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 26 --

23 Receptacle RTRANS #2 3/4" 12 12 20 A 1 6 A 24 A 2421 Receptacle Office 128 3/4" 12 12 20 A 1 6 A 24 A 2219 Receptacle Office 118 3/4" 12 12 20 A 1 6 A 24 A

3 30 A 8 10 1" Existing ERTU20

17 7 A 6 A 1 20 A 12 12 3/4" Receptacle Trans 129 18HAC

R15

Mechanical FC-2 3/4" 12 12 20 A 27 A 19 A 16

13 Receptacle Records 136 3/4" 12 12 20 A 1 6 A 19 A2 20 A 12 12 3/4" Mechanical CU-2

14 HACR

11 Receptacle Office, 120, Office 127 3/4" 12 12 20 A 1 8 A 12 A 1 20 A 12 12 3/4" CONTINUOUS LOAD IWH-3 129 CONTINUOUS LOAD IWH-2 3/4" 12 12 20 A 1 12 A 6 A 1 20 A 12 12 3/4" Receptacle TRANS #1 107 Receptacle Break 126,Hall 122, Off 124 3/4" 12 12 20 A 1 9 A 11 A 1 20 A 12 12 3/4" Lighting Interior West Side 85 Receptacle OFFICE 01 3/4" 12 12 20 A 1 5 A 8 A 1 20 A 12 12 3/4" Receptacle OFFICE 07 63 Lighting Exterior 20 A 1 3 A 6 A 1 20 A 12 12 3/4" Receptacle Conference 119 41 Receptacle Exterior Maintenace 3/4" 12 12 20 A 1 2 A 5 A 1 20 A 12 12 3/4" Lighting Center of Building 2

BRKType

CKT Circuit Description

EMTCON

DCU

GRND #PHASENEUT

CKTBRKR POLES

A B CPOLES

CKTBRKR

PHASENEUT

CUGRND #

EMTCON

D Circuit DescriptionCKT

BRKType

Notes: NEMA 3R

BUS: CU MCB Rating: 225 AMounting: SURFACE Wires: 4 Mains Rating: 225 A

Supply From: SES Phases: 3 Mains Type: MCB W/ FTLLocation: Volts: 208Y/120 A.I.C. Rating: 10,000 amps

Branch Panel: ANEW

Notes:

Receptacle 6120 VA 100.00% 6120 VA Total Est. Demand Current: 57 AMiscellaneous 720 VA 100.00% 720 VA Total Conn. Current: 56 AMechanical 10732 VA 100.00% 10732 VA Total Est. Demand: 20627 VALighting 1044 VA 125.00% 1305 VA Total Conn. Load: 20016 VACONTINUOUS LOAD 1400 VA 125.00% 1750 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

(GFCI) TYPE CB'S(FA) FIRE ALARM CIRCUIT (L-OFF) PROVIDE HANDLE LOCK-OFF FEATURE (HACR) TYPE CB'S(EM) UNIT EQUIP. PROVIDE UN-SWITCHED HOTLEG TO BATT/ CHR. (L-ON) PROVIDE LOCK ON DEVICES & PAINT CB RED (HSPC) VIA HOOD SYSTEM CONTROL PANEL(***) EXISTING CIRCUIT BREAKER/ NEW LOAD (MD) MESA DE-RATE FEEDER WIRES (I.G.) BRANCH CIRCUIT WITH ISOLATED GROUND WIRE(**) EXISTING CIRCUIT BREAKER/ EXISTING LOAD (MLO) MAIN LUGS ONLY / (FTL) FEED THRU LUGS (IGB) WITH ISOLATED GROUND BAR

(*) NEW CIRCUIT BREAKER/ NEW LOAD (VD) FEEDER SIZE INCREASED FOR VOLTAGE DROP (LC) VIA LIGHTING CONTACTORSYMBOL LIST:

Total Amps: 52 A 61 A 61 ATotal Load: 6247 VA 7139 VA 7130 VA

-- 41 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 42 ---- 39 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 40 ---- 37 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 38 ---- 35 SPACE -- -- -- -- 1 -- -- 1 -- -- -- -- SPACE 36 ---- 33 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 34 ---- 31 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 32 --

29 Receptacle IT Office 102 General Use 20 A 1 5 A 0 A 1 20 A -- -- -- SPARE 30 ---- 27 SPARE -- -- -- 20 A 1 0 A 0 A 1 20 A -- -- -- SPARE 28 --

25 Receptacle IT Office 101 General Use 20 A 1 3 A 5 A 1 20 A Receptacle Board Room 111 TV's 2623 Telephone Mounting Board 20 A 1 2 A 3 A 1 20 A 12 12 3/4" Receptacle IT STORAGE #2 24

-- 21 SPARE -- -- -- 20 A 1 0 A 19 A 2219 7 A 19 A

2 20 A ECU-120

17FC-1 20 A 2

7 A 19 A 1815 Receptacle Exterior 20 A 1 5 A 19 A

2 20 A CU-116

13 Lighting Interior 20 A 1 9 A 2 A 1 20 A Server #2 IT Office 102 1411 Receptacle Reception 112 20 A 1 9 A 7 A 129 Receptacle IT STORAGE #1 3/4" 12 12 20 A 1 3 A 7 A

2 20 A EFC-110

7 Recep Board Room 11 Feature Wall 20 A 1 5 A 6 A 1 20 A Receptales IT Work Room 108 8FA 5 Fire Alarm Panel 20 A 1 4 A 9 A 1 20 A Receptacle Board Room General Use 6

3 CONTINUOUS LOAD IWH-1 3/4" 12 12 20 A 1 12 A 2 A 1 20 A Server #3 IT Office 102 41 Ehaust Fan EF-1 Women's 113 20 A 1 0 A 2 A 1 20 A Server #1 IT Office 102 2

BRKType

CKT Circuit Description

EMTCON

DCU

GRND #PHASENEUT

CKTBRKR POLES

A B CPOLES

CKTBRKR

PHASENEUT

CUGRND #

EMTCON

D Circuit DescriptionCKT

BRKType

Notes: NEMA 3R

BUS: CU MCB Rating: 200 AMounting: SURFACE Wires: 4 Mains Rating: 225 A

Supply From: A Phases: 3 Mains Type: MLOLocation: Volts: 208Y/120 A.I.C. Rating: 10,000 Amps

Branch Panel: BNEW

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE

Ce r t i f i c a t e No .

Regi s te

red

P ro f essional Engineer (Elect rical)

A R I Z O N A , U . S. A.

Da t e

S i g n e d . . . .

. . .. .

. .

29345Willard Scott

Allred6.22.21

DRAWING TITLE:

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DRAWING NO.

SCALE:

PROJECT NO.

DATA FILE:

2 24232221201918171615141312111098765431

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KJ

HG

FE

DC

BA

1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 242

AB

CD

EF

GH

JK

LM

NP

QR

Emc2 G A P PC1635 N. Greenfield Road, Suite 144Mesa, Arizona 85205P 480 830 3838F 480 830 3860www.emc2architects.com

ROUP RCHITECTS LANNERS,

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10/19/16

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IECC LIGHTING COMCHECK

JOHN L, WYATT

TOMBSTONE, AZ

Owner

ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THESOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLYINTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.

JOB NO:

2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 85021www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:

DSN:CHK:210680

WSAWSACLS

# REVISIONS / SUBMISSIONS DATE