Industrial - Ground-Up Warehouse

stamp

6/

30

/2

02

6

PECOS INDUSTRIAL PARK - BUILDING E architect

7836 EAST GERMANN ROAD MESA, AZ 4

1

consultant

ABBREVIATIONS GRAB BAR GROUND FAULT INTERRUPT GAUGE GALVANIZED GLASS GROUND GRADE GYPSUM

A.D. AREA DRAIN ACOUS. ACOUSTICAL ADJ. ADJUST, ADJUSTABLE or ADJACENT AGGR. AGGREGATE AL. ALUMINUM APPROX. APPROXIMATE(LY) ARCH. ARCHITECTURAL ASB. ASBESTOS ASPH. ASPHALT

H.B. H.C. H.M. H.P. H.V. HDWD. HDWE. HORIZ. HR. HT.

HOSE BIBB HOLLOW CORE HOLLOW METAL HIGH POINT HIGH VOLTAGE HARDWOOD HARDWARE HORIZONTAL HOUR HEIGHT

B.O.C. B.O.M. B.O.P. B.O.R. BD. BITUM. BLDG. BLK. BLKG. BM. BOT.

I.D. I.H.P. INSUL. INT.

BOTTOM OF CONCRETE BOTTOM OF MULLION BOTTOM OF PANEL BOTTOM OF REVEAL BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM

C.B. CATCH BASIN C.G. CORNER GUARD C.I. CAST IRON C.O. CASED OPENING C.O.M. CENTER OF MULLION C.O.R. CENTER OF REVEAL CAB. CABINET CEM. CEMENT(ITIOUS) CER. CERAMIC CLG. CEILING CLKG. CAULKING CLO. CLOSET CLR. CLEAR CNTR. COUNTER COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR.CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CTR. CENTER CTSK. COUNTER-SUNK D.F. D.O. D.S. D.S.P. DBL. DEPT. DET. DIA. DIM. DISP. DN. DR. DWG. DWR.

DRINKING FOUNTAIN DOOR OPENING DOWNSPOUT DRY STANDPIPE DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR DRAWING DRAWER

E. E.J. E.P. E.W.C. EA. EL. ELEC. ELEV. EMER. ENCL. EQ. EQPT. EXP. EXPO. EXST. EXT.

EAST EXPANSION JOINT ELECTRIC PANELBOARD ELECTRIC WATER COOLER EACH ELEVATION ELECTRIC(AL) ELEVATOR EMERGENCY ENCLOSED or ENCLOSURE EQUAL EQUIPMENT EXPANSION EXPOSED EXISTING EXTERIOR

F.A. F.A.R. F.B. F.D. F.E. F.E.C. F.H.C. F.O.C. F.O.F. F.O.M. F.O.SH. F.P. F.S. FDN. FIN. FL. FLASH. FLUOR. FT. FTG. FURR. FUT.

FIRE ALARM FLOOR AREA RATIO FLAT BAR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FACE OF CONCRETE FACE OF FINISH FACE OF MULLION FACE OF SHEATHING FIREPROOF FULL SIZE FOUNDATION FINISH(ED) FLOOR FLASHING FLUORESCENT FOOT or FEET FOOTING FURRING FUTURE

INSIDE DIMENSION INTERMEDIATE HIGH POINT INSULATION or INSULATED INTERIOR

J.B. JAN. JST. JT.

JUNCTION BOX JANITOR JOIST JOINT

K.O. K.P. K.W.H. KIT.

KNOCK-OUT KICK PLATE KILOWATT HOUR KITCHEN

L.P. L.S. L.V. L.W.C. LAB. LAM. LAV. LIN. LIQ. LKR. LT. LTL. LVR.

LOW POINT LIMESTONE LOW VOLTAGE LIGHT WEIGHT CONCRETE LABORATORY LAMINATE(D) LAVATORY LINEAR LIQUID LOCKER LIGHT LINTEL LOUVER

M.B. M.C. M.O. MAINT. MAN. MAS. MAX. MECH. MEMB. MET. MEZZ. MFR. MH. MIN. MIR. MISC. MTD. MUL.

MOP BASIN MEDICINE CABINET MASONRY OPENING MAINTENANCE MANUAL MASONRY MAXIMUM MECHANICAL MEMBRANE METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOUNTED MULLION

N. N.I.C. N.R.C. N.T.S. NO. NOM.

NORTH NOT IN CONTRACT NOISE REDUCTION COEFFICIENT NOT TO SCALE NUMBER NOMINAL

O.A. O.C. O.D. O.F. O.H. OBS. OFF. OPNG. OPP.

OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD or OPPOSITE HAND OBSCURE OFFICE OPENING OPPOSITE

P.C. PRECAST P.J. PANEL JOINT P.LAM. PLASTIC LAMINATE P.S.F. POUNDS PER SQUAREF OOT P.T.D. PAPER TOWEL DISPENSER P.T.R. PAPER TOWER RECEPTACLE PL. PLATE PLAS. PLASTER PLYWD. PLYWOOD POL. POLISH(ED) PR. PAIR PT. POINT

REFERENCE SYMBOLS

Q.T. QUAL. QUAN.

QUARRY TILE QUALITY QUANTITY

R. R.B. R.C.P. R.D. R.O. R.O.W. R.T.U. R.W.L. RAD. REF. REFR. REINF. REQ. RESIL. RGTR. RM. RWD.

RISER RUBBER / RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN ROUGH OPENING RIGHT OF WAY ROOF TOP UNIT RAIN WATER LEADER RADIUS REFERENCE REFRIGERATOR REINFORCE(D) REQUIRED RESILIENT REGISTER ROOM REDWOOD

101 1000 SF

U.C. U.H. U.L. U.O.N. UNF. UR.

UNDERCUT UNIT HEATER UNDERWRITERS' LABORATORIES UNLESS OTHERWISE NOTED UNFINISHED URINAL

V.C.T. V.I.F. V.P. V.R. VAC. VERT. VEST. VIT.

VINYL COMPOSITE TILE VERIFY IN FIELD VISION PANEL VAPOR RETARDER VACUUM VERTICAL VESTIBULE VITREOUS

W. WEST W.C. WATER CLOSET W.I. WROUGHT IRON W.P. WORKING POINT W.S. WEATHER STOP or STRIPPING W.W.F. WELDED WIRE FABRIC W/ WITH W/O WITHOUT WD. WOOD WPM WATERPROOFING MEMBRANE WRB WEATHER / WATER RESISTIVE BARRIER WSCT. WAINSCOT WT. WEIGHT

ROOM TAG ROOM NAME AND NUMBER

ROOM AREA CEILING HEIGHT TAG CEILING HEIGHT ABOVE FLOOR

+88'-0"

DOOR TAG PANIC HARDWARE REQUIRED IF SHOWN

PH 301A-8B 60M

CITY OF MESA MUNICIPAL CODE CITY OF: BUILDING: STRUCTURAL: MECHANICAL: ELECTRICAL: PLUMBING: ENERGY: ACCESSIBILITY: FIRE / LIFE SAFETY:

ALLOWABLE AREA OF OPENINGS (FULLY SPRINKLER THROUGHOUT) PER TABLE 705.8

MESA 2018 INTERNATIONAL BUILDING CODE (WITH LOCAL AMENDMENTS) 2018 INTERNATIONAL BUILDING CODE (WITH LOCAL AMENDMENTS) 2018 INTERNATIONAL MECHANICAL CODE (WITH LOCAL AMENDMENTS) 2017 NATIONAL ELECTRICAL CODE (WITH LOCAL AMENDMENTS) 2018 INTERNATIONAL PLUMBING CODE (WITH LOCAL AMENDMENTS) 2019 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2010 AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN (ADASAD) 2018 INTERNATIONAL FIRE CODE (WITH LOCAL AMENDMENTS), INCLUDING: 1 APPENDIX B - FIRE-FLOW REQUIREMENTS FOR BUILDINGS.

WINDOW TAG

W-1 20M

WINDOW TYPE, SEE A-702 WINDOW SCHEDULE

GL-1

MATERIAL CALL OUT, SEE A-721 MATERIAL FINISH SCHEDULE

USE & OCCUPANCY CLASSIFICATION SECTION

USE

PROPOSED AREA (SF)

S-1 / STORAGE B/ BUSINESS

(311) (304.1)

WAREHOUSE OFFICE SUITE

SEE ALLOWABLE AREA BELOW SEE ALLOWABLE AREA BELOW

S-1

NFPA 13

55 FT

40'-0"

2- STORIES

1- STORY

UNLIMITED** 309,919 SF* 1

B

NFPA 13

55FT

40'-0"

4- STORIES

1- STORY

69,000 SF

BUILDING HEIGHT PER IBC TABLE 504.3 (FEET)

NO. OF STORIES ABOVE GRADE PLANE PER IBC TABLE 504.4

BUILDING AREA PER IBC TABLE 506.2 (SQ.FT.)

ALLOWED

PROPOSED

ALLOWED

PROPOSED

ALLOWED

1

1

A101

MEANS OF EGRESS (SEE OCCUPANCY AND EGRESS PLAN)

34,435 SF*

ASSESSOR'S PARCEL NO: ZONING DISTRICT: MIN. LOT AREA : ZONING CASE NUMBER: DESIGN REVIEW BOARD CASE NUMBER:

304-61-009C LIGHT INDUSTRIAL (L.I.) 1.0 AC (43,650 SF) ZON22-00507 DRB22-00438

LOT AREA

GROSS: 1,751,231 SF (40.2 ACRES) - NO CHANGES NET: 1,708,434 SF (39.2 AC) 344,354 SF

BUILDING AREA

990 SF 476 SF 180 SF

(TABLE 601) 0 HR. 2 HR. 0 HR.

BUILDING COVERAGE LANDSCAPE AREA LANDSCAPE COVERAGE

19.65% xx SF xx %

EXTERIOR NON-BEARING WALLS INTERIOR NON-BEARING WALLS FLOORS ROOF

SEE BELOW 0 HR. 0 HR. 0 HR.

BUILDING SETBACKS FRONT: SIDE (LI ON BOTH SIDES): (STREET): REAR

EXTERIOR WALLS BASED ON FIRE SEPARATION NORTH EXTERIOR WALL EAST EXTERIOR WALL SOUTH EXTERIOR WALL WEST EXTERIOR WALL

(TABLE 602) ( X > 30' ) 0 HR. ( X > 30' ) 0 HR. ( X > 30' ) 0 HR. ( X > 30' ) 0 HR.

TYPE OF CONSTRUCTION (602)

TYPE:III-B

FLOOR MATERIAL CHANGE

BUILDING ELEMENTS STRUCTURAL FRAME EXTERIOR BEARING WALLS INTERIOR BEARING WALLS

INTERIOR ELEVATION REFERENCE

UNLIMITED UNPROTECTED OPENINGS ARE PERMITTED

TRELLIS AREA AWNING AREA EYEBROW AREA

GRID IDENTIFICATION NUMBER

1

>30 SOUTH

SITE DATA PROPOSED

TYPES OF CONSTRUCTION

CT

EAST

(910.2) EXCEPTION 2: SMOKE AND HEAT VENTS NOT REQUIRED WHERE E.S.F.R. SPRINKLER SYSTEM IS PROVIDED

FIRE SPRINKLER REQ'D PER IBC 903.2.9

1 * DOES NOT INCLUDE WALLS AND CIRCULATION SPACE. ** UNLIMITED PER 2018 IBC 507.4

CPT

REQUIRED 20 FT 0 FT

ELEVATION NUMBER

0 FT

1

BUILDING HEIGHT REQUIRED 15 FT 0 FT

REAR

15 FT

EXTERIOR ELEVATION REFERENCE ELEVATION NUMBER

1 A-508

34 AA-580

PROVIDED 147 FT 70 FT (R) 172 FT (L) 180 FT 40 FT

LANDSCAPE SETBACKS: FRONT SIDE (LI ON BOTH SIDES)

SIM

SHEET NUMBER

SEE SHEET A-100E FOR SITE PARKING

DETAIL REFERENCE

BICYCLE STALLS: BIKE STALLS BIKE LOCKERS

DETAIL NUMBER 1

SHEET NUMBER GENERAL PROJECT NOTE: IECC THERMAL ENVELOPE REQUIREMENTS WILL BE MET BY THE TI PHASE.

REQUIRED 23 STALLS

PROVIDED 94 FT 11 FT (R) 10 FT (L) 130 FT

PROVIDED 30 STALLS x SPACES

OVERHEAD DOORS: DOCK HIGH GRADE LEVEL

50 PROPOSED 6 PROPOSED

TRAILER PARKING:

103 STALLS PROPOSED

BUILDING OR WALL SECTION REFERENCE 1 A-530 A-530

SECTION NUMBER

108.C1

KEYNOTE TAG

SHEET NUMBER

LEVEL IDENTIFICATION LEVEL ELEVATION

MATCH LINE

OWNER

SCOPE OF WORK THIS PROJECT CONSISTS OF A NEW TILT-UP CONCRETE WAREHOUSE WITH TRUCK LOADING THAT SHARES A SITE WITH 4 OTHER FREE-STANDING WAREHOUSE BUILDINGS OF SIMILAR SIZE. THE WAREHOUSE IS DESIGNED FOR HIGH-PILE STORAGE ON RACKS AND PROVIDES FIRE APPARATUS AND FIRE FIGHTER ACCESS FOR THE SITE AND BUILDING. THIS PROJECT IS ONLY FOR THE CONSTRUCTION OF THE SHELL BUILDING. FUTURE TENANTS MUST SUBMIT SEPARATE PLANS THAT WILL INDICATE LAYOUT FOR TENANT BUSINESS AND PROVIDE APPROPRIATE USE SEPARATION AND SPECIFIC EXITING REQUIREMENTS. ONLY UPON APPROVAL AND COMPLETION OF THE TENANT IMPROVEMENTS AND ISSUANCE OF A CERTIFICATE OF OCCUPANCY CAN THE FUTURE TENANTS OCCUPY OR STORE ANYTHING IN THE BUILDINGS.

CV AZ INDUSTRIAL PROPERTY OWNER, LLC

VICINITY MAP DEVELOPMENT NOTES

PROJECT CONSULTANTS ARCHITECT

ELECTRICAL ENGINEER

EMA SHAHINIAN, PROJECT MANAGER DALE FURMAN, STUDIO DIRECTOR

MINDY ADLER

AC MARTIN 444 SOUTH FLOWER STREET, SUITE 1200 LOS ANGELES, CA 90071 925.246.5785 ema.shahinian@acmartin.com 949.542.9755 dale.furman@acmartin.com

HAWKINS DESIGN GROUP, INC. 1140 WEST HARWELL ROAD GILBERT, AZ 85233 480.813.9000 mindy@hawkinsdg.com

MECHANICAL ENGINEER 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL ROOF PENETRATIONS TO BE PATCHED.

CONTRACTOR

SCOTT CARLSON, P.E.

BROCK GRAYSON, AIA, V.P.

2. SIGNS AND SIGNAGE ARE NOT COVERED BY THIS PERMIT. A SEPARATE PERMIT WILL BE REQUIRED.

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

PROJECT SITE

DEFERRED SUBMITTALS

LAYTON CONSTRUCTION COMPANY 2355 EAST CAMELBACK ROAD, SUITE 800 PHOENIX, AZ 85016 P 602.840.8655 | M 480.202.1868 bgrayson@laytonconstruction.com

MECHANICAL DESIGNS, INC. 7227 N. 16TH STREET, SUITE 200 PHOENIX, AZ 85020 P 602.943.6608 | M 602.402.8999 scott@mechdesigns.com

LANDSCAPE CONSULTANT CIVIL ENGINEER DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD FOR REVIEW PRIOR TO SUBMITTAL TO THE CITY AND SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL. 1. FIRE ALARM SYSTEM. 2. FIRE SPRINKLER SYSTEM. 3. EXTERIOR BUILDING AND SITE WAYFINDING SIGNAGE. 4. 1STOREFRONT AND CURTAIN WALL GLAZING SYSTEMS. 5. ELECTRICAL VEHICLE GATES.

STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S1.2 GENERAL STRUCTURAL NOTES S1.3 GENERAL STRUCTURAL NOTES S1.4 SCHEDULES S2.0 WIND UPLIFT DIAGRAMS S2.1E1 BUILDING E PARTIAL FOUNDATION PLAN S2.1E2 BUILDING E PARTIAL FOUNDATION PLAN S2.1E3 BUILDING E PARTIAL FOUNDATION PLAN S2.1E4 BUILDING E PARTIAL FOUNDATION PLAN S2.1E5 BUILDING E PARTIAL FOUNDATION PLAN S2.1E6 BUILDING E PARTIAL FOUNDATION PLAN S2.2E1 BUILDING E PARTIAL ROOF FRAMING PLAN S2.2E2 BUILDING E PARTIAL ROOF FRAMING PLAN S2.2E3 BUILDING E PARTIAL ROOF FRAMING PLAN S2.2E4 BUILDING E PARTIAL ROOF FRAMING PLAN S2.2E5 BUILDING E PARTIAL ROOF FRAMING PLAN S2.2E6 BUILDING E PARTIAL ROOF FRAMING PLAN S3.5 BUILDING E PARTIAL PANEL ELEVATIONS S3.5A BUILDING E PARTIAL PANEL ELEVATIONS S3.6 TILT PANEL TYPES S3.7 TILT PANEL TYPES S3.8 TILT PANEL TYPES S3.9 TILT PANEL TYPES S3.10 TILT PANEL TYPES S3.11 TILT PANEL TYPES S4.1 CONCRETE TYPICAL DETAILS S4.2 MASONRY TYPICAL DETAILS S4.3 STEEL TYPICAL DETAILS S4.4 STEEL STUD TYPICAL DETAILS S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S6.1 TILT PANEL DETAILS S7.1 FRAMING DETAILS S7.2 FRAMING DETAILS S7.3 FRAMING DETAILS

project number

2203005

project architect project manager project designer revisions no.

date

3/6/23 1 5/4/23 4 7/10/23

revision

INITIAL PLAN CHECK SECOND SUBMITTAL THIRD SUBMITTAL

project status

client / project

ELECTRICAL E-000 ELECTRICAL SYMBOLS & SPECIFICATIONS E-104 ELECTRICAL FLOOR PLAN BUILDING E E-200 ELECTRICAL PANEL SCHEDULES ALL BUILDINGS E-302 ELECTRICAL ONE-LINE DIAGRAMS BUILDING E ES-100 ELECTRICAL SITE POWER PLAN ES-101 ELECTRICAL SITE LIGHTING PLAN ES-102 ELECTRICAL PRE CURFEW PHOTOMETRICS ES-103 ELECTRICAL POST CURFEW PHOTOMETRICS ES-104 ELECTRICAL CUT SHEETS LANDSCAPE LA.01 LANDSCAPE LA.02 LANDSCAPE LA.03 LANDSCAPE LA.04 LANDSCAPE LA.05 LANDSCAPE LA.06 IRRIGATION LA.07 IRRIGATION LA.08 IRRIGATION LA.09 IRRIGATION LA.10 SPECIFICATIONS

PECOS INDUSTRIAL PARK 4

1

7836 E. Germann Rd., Mesa, AZ

TIM MCQUEEN

JOEY GIMBUT EPS GROUP, INC 1130 NORTH ALMA SCHOOL ROAD, SUITE 120 MESA, AZ 85201 480.503.2250 joey.Gimbut@epsgroupinc.com

ARCHITECTURAL A-001 FIRE ACCESS PLAN A-002 EXITING PLAN A-003 ACCESSIBILITY DETAILS A-004 SITE DETAILS A-100E MASTER SITE PLAN A-101 OVERALL SITE PLAN A-101A ENLARGED SITE PLAN A-101B ENLARGED SITE PLAN A-102 ENLARGED SITE FEATURES A-201 OVERALL FLOOR PLAN A-201A ENLARGED FLOOR PLAN A-201B ENLARGED FLOOR PLAN A-215 ROOF PLAN A-401 REFLECTED CEILING PLAN A-501 EXTERIOR ELEVATIONS A-502 ENLARGED EXTERIOR ELEVATIONS A-503 ENLARGED EXTERIOR ELEVATIONS A-511 BUILDING SECTIONS A-521 WALL SECTIONS A-522 WALL SECTIONS A-523 WALL SECTIONS A-531 WALL DETAILS A-532 EXTERIOR OPENING DETAILS A-533 EXTERIOR OPENING DETAILS A-534 STAIR DETAILS A-535 ROOF DETAILS A-536 GATE DETAILS A-537 TRASH ENCLOSURE A-631 INTERIOR DETAILS A-701 DOOR SCHEDULE A-702 WINDOW SCHEDULE

MECHANICAL/PLUMBING MP-205 BUILDING E MECH/PLBG FLOOR PLAN MP-301 MECH/PLBG NOTES MP-401 MECH/PLBG SPECS

1901 AVENUE OF THE STARS, SUITE 1950 LOS ANGELES, CA 90067

THE OFFSITE IMPROVEMENTS ON EAST GERMANN ROAD INCLUDE TWO FULL TURN MOVEMENTS FOR CROSS STREET ENTRY. THE OFFSITE IMPROVEMENTS ON PECOS ROAD INCLUDE TWO FULL TURN MOVEMENTS FOR CROSS STREET ENTRY.

Unnamed

GENERAL G-000 COVER SHEET G-001 CONDITIONS OF APPROVAL G-002 GENERAL NOTES

4

1

SHEET NUMBER

MIXED OPENINGS (Ap/ap)+(A u/au) ≤ 1 (IBC EQUATION 7-2)

E.S.F.R. (EARLY SUPPRESSION FAST-RESPONSE) AUTOMATIC FIRE PREVENTION SPRINKLER SYSTEM PROVIDED THROUGHOUT. SPRINKLER DESIGN AND CALCULATIONS TO BE SUBMITTED UNDER SEPARATE PERMIT.

NORTH ARROW

E.5

ALLOWABLE AREA OF UNPROTECT ED OPENINGS (au)

(903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 72 AND NFPA 70.

BUILDING HEIGHT AND AREA

LIGHT FIXTURE TAG

L32

ACTUAL AREA OF UNPROTECTED OPENINGS (Au)

(903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED AND INSTALLED WITH ACCORDANCE WITH NFPA 13.

ALLOWABLE BUILDING HEIGHT:

RESTROOM ACCESSORY TAG

ALLOWABLE AREA OF PROTECTED OPENINGS (ap)

FIRE PROTECTION SYSTEMS

GENERAL BUILDING HEIGHTS AND AREAS

RA##

ACTUAL AREA OF PROTECTED OPENINGS (Ap)

WEST

OCCUPANCY

FIRE RATING IN MINUTES

EQUIPMENT TAG

FIRE ALLOWABLE EXTERIOR SEPARATION AREA (%) WALL AREA DISTANCE (SF) (FT)

NORTH

CASEWORK TAG TYPE CALL OUT: WI = WOODWORK INSTITUTE NUMBER FOR STANDARD WI CABINET TYPE

ASK-4 EXTERIOR WALLS

APPENDIX C - FIRE HYDRANT LOCATIONS AND DISTRIBUTION. APPENDIX I - FIRE PROTECTION SYSTEMS - NONCOMPLIANT CONDITIONS.

DOOR NUMBER, SEE A-701 FOR DOOR SCHEDULE FIRE RATING IN MINUTES

WI211

S. SOUTH S.A.F. SELF-ADHERED FLASHING S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER S.D. SOAP DISPENSER S.F. SQUARE FOOT S.I. SQUARE INCH S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE S.S. STAINLESS STEEL S.SK. SERVICE SINK S.T.C. SOUND TRANSMISSION COEFFICIENT SCHED. SCHEDULE SCWD. SOLID CORE WOOD SECT. SECTION SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SPEC. SPECIFIED or SPECIFICATION SQ. SQUARE STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRL. STRUCTURE or STRUCTURAL SUPP. SUPPLEMENT or SUPPLEMENTARY SUSP. SUSPENDED SYMM. SYMMETRICAL T&G TONGUE AND GROOVE T. TREAD T.B. TOWEL BAR T.C. TOP OF CURB T.D. TRENCH DRAIN T.O.C. TOP OF CONCRETE T.O.M. TOP OF MULLION T.O.P. TOP OF PARAPET T.O.R. TOP OF REVEAL T.O.REC. TOP OF DEEP RECESS T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION TEL. TELEPHONE TER. TERRAZZO THK. THICK TOL. TOLERANCE TYP. TYPICAL

FIRE AND SMOKE PROTECTION FEATURES

APPLICABLE CODES

ROOM NAME

FLOOR 1

G.B. G.F.I. GA. GALV. GL. GND. GR. GYP.

OCCUPANCY (2018 IBC SEC 311)

POUND or NUMBER AND EXISTING AT DIAMETER or ROUND DIAMETER CENTERLINE ANGLE

# & (E) @ ~ Ø

∠

SHEET INDEX

PROJECT DATA

sheet name

T.J. MCQUEEN & ASSOCIATES, INC. 10450 N. 74TH STREET , SUITE 120 SCOTTSDALE, ARIZONA 85258 602.265.0320 timmcqueen@tjmla.net

FIRE PROTECTION STRUCTURAL ENGINEER

CESAR REYNA

HARSHWARDAN PAGARE PK ASSOCIATES, LLC 7434 EAST MCDONALD DRIVE SCOTTSDALE, AZ 85250 480.922.8854 ext. 446 hpagare@pkastructural.com

EJ ENGINEERING GROUP, INC. 21505 N. 78TH AVE, SUITE 130 PEORIA, AZ 85382 623.362.1400 cesar@ejengineering.com

COVER SHEET BUILDING E sheet number

G-000 plot date

7/10/2023 5:24:42 PM

stamp

LEGEND

S 89° 36' 26" E 2633.94'

E. PECOS ROAD

92' - 9" SETBACK

w

APN: 304-61-010C

6/

30

/2

02

6

26' WIDE x 13'-6" MINIMUM VERTICAL CLEARANCE FIRE TRUCK ACCESS ROUTE WITH ALL WEATHER SURFACE DESIGNED, MAINTAINED TO SUPPORT A LOAD OF AT LEAST 37 TONS, AND NOT TO EXCEED 20% GRADE. AERIAL APPARATUS ACCESS ROAD PROPERTY LINE architect

FIRE HYDRANT

11' - 10" LANDSCAPE SETBACK ACCESSIBLE PATH OF TRAVEL

4

YARD

60' - 0"

4 w

YARD

60' - 0"

11' - 6" LANDSCAPE SETBACK

NOT PART OF THIS BUILDING SUBMITTAL consultant

4

4

4

60' - 0"

60' - 0"

60' - 0"

60' - 0"

YARD

YARD

YARD

YARD w

VAN

BLDG 'E' PARKING COUNT

7815 E Pecos Rd

7847 E Pecos Rd

BUILDING A

BUILDING B

86,364 SF

98,591 SF

REQUIRED PARKING STALLS

437

ACCESSIBLE VAN STANDARD ACCESSIBLE STANDARD PROVIDED TOTAL

2 7 472 481

1

FOUNDATION BASE

VAN

SIDE AREA SETBACK TABULATIONS BUILDING WIDTH LENGTH AREA REQUIRED AREA PROVIDED A 614 15 9210 11426 B 614 15 9210 11589 C 477 15 7155 9001 D 477 15 7155 8843 E 1069 15 16035 18371 S 0° 32' 00" E 2659.98'

20' - 0" TYP

N 0° 36' 42" W 2663.61'

1

w

APN: 304-61-010B

APN: 304-61-007D 4

FOUNDATION BASE

COMPLEX PARKING COUNT

4

w

VAN

60' - 0"

60' - 0"

60' - 0"

YARD

YARD

YARD

BUILDING AREA:

7851 E Pecos Rd

YARD

BUILDING C

BUILDING D

67,766 SF

77,312 SF

S. 80TH STREET

7819 E Pecos Rd

VAN

S. SOSSAMAN ROAD

4

60' - 0"

YARD

60' - 0"

YARD

60' - 0"

4

BUILDING A: BUILDING B: BUILDING C: BUILDING D: BUILDING E:

OVERALL 86,364 SF 98,591 SF 67,766 SF 77,312 SF 344,354 SF

WAREHOUSE 77,728 SF 88,732 SF 60,989 SF 69,581 SF 309,919 SF

OFFICE 8,636 SF 9,859 SF 6,777 SF 7,731 SF 34,435 SF

REQUIRED PARKING: OFFICE (10% OF TOTAL AREA): 1 PARKING SPACE / 375 SF WAREHOUSE 1 P.S. / 900 SF WAREHOUSE OFFICE BUILDING A: 87 24 BUILDING B: 99 27 BUILDING C: 68 19 BUILDING D: 78 21 BUILDING E: 345 92 TOTAL: 677 183 TOTAL REQUIRED PARKING: 860 PROVIDED PARKING FOR ENTIRE SITE: STANDARD (9'-0" X 18'-0): ACCESSIBLE STANDARD: ACCESSIBLE VAN: TOTAL PROVIDED PARKING:

project number

2203005

project architect project manager project designer revisions no.

date

3/6/23 1 5/4/23 2 7/10/23

revision

INITIAL PLAN CHECK SECOND SUBMITTAL THIRD SUBMITTAL

934 10 10 954

BIKE PARKING FOR ENTIRE SITE: SHORT TERM: 70 LONG TERM: 44 (INSIDE BUILDING) TRAILER PARKING FOR ENTIRE SITE: 103 STALLS TRUCK DOCKS FOR ENTIRE SITE: 122 DOCK HIGH OVERHEAD DOORS 20 GRADE LEVEL OVERHEAD DOORS

w

4

4

60' - 0"

YARD

YARD

VAN

60' - 0"

project status

SITE PLAN NOTES 1.

2.

3.

1 7836 E Germann Rd

18,371 SF FOUNDATION BASE AREA

BUILDING E

APN: 304-61-008G

4.

APN: 304-61-009G

344,354 SF

5.

6.

THE EXISTING ENCROACHMENT ONTO INDUSTRIAL AVENUE WILL BE RESTRICTED TO A RIGHT IN / RIGHT OUT ONLY AT SOME POINT IN THE FUTURE WHEN THE ULTIMATE INDUSTRIAL AVENUE ROAD IMPROVMENTS AND MEDIAN GET CONSTRUCTED. THE PROJECT WILL BE REQUIRED TO RECONSTRUCT ALL EXISTING AND / OR CONSTRUCT ALL NEW ADA RAMPS TO CUREENT ADA STANDARDS ALONG THE PROJECT FRONTAGES AND ON ANY DRIVEWAY ENCROACHMENTS USED BY THE PROPOSED PROJECT ALL ON-SITE PARKING AND CIRCULATION AREAS SHALL BE IMPROVED WITH A MINIMUM ASPHALTIC CONCRETE OR PORTLAND CEMENT SURFACE CAPABLE OF SUPPORTING ATICIPATED VEHICLE LOADINGS AND WILL BE REQUIRED TO MEET THE ZONING ORDINANCE 17.54.070 THE PROJECT WILL BE REQUIRED TO INSTALL "NO PARKING" SIGNS AT A MINIMUM ALONG THE FRONTAGE WITH TINKER ROAD IN CONFORMANCE WITH THE TINKER ROAD CROSS SECTION INCLUDED IN THE SAP AND THE OTHER ROADWAY FRONTAGES TO THE SATIFCATION OF THE COUNTY. SEE CIVIL DRAWINGS FOR MORE INFORMATION REGARDING BIO-RETENTION BASINS, WETLANDS AND EASEMENTS. ALL PROJECT BUILDINGS SHALL COMPLY WITH REQUIREMENTS FOR WATER EFFICIENCY AND CONSERVATION AS DESCRIBED IN THE 2018 IECC. 1

Project Status Issue Date client / project

Cityview 7815 to 7851 E Pecos Rd and 7836 E Germann Rd, Mesa, AZ 85212 sheet name

VAN

10' - 0" LANDSCAPE SETBACK

YARD

60' - 0"

4

w

11' - 0" LANDSCAPE SETBACK

MASTER SITE PLAN BUILDING E

APN: 304-61-008H 27' - 6" SETBACK

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - Site_R22.rvt

CityView Pecos

E. GERMANN ROAD

N 89° 41' 06" W 2630.24'

sheet number

MASTER SITE PLAN E SCALE: 1" = 100'-0"

A-100E

1 A-100E plot date

7/10/2023 4:09:09 PM

stamp

6/

30

/2

02

6

MATCH LINE 1 A-201B

ADJACENT PARCEL

1 A-201A

323.D1 architect

BIO-RETENSION BASIN, SEE CIVIL DRAWINGS

TYP.

321.A1

60' - 0"

187' - 9"

1 50' - 0"

323.B1

58' - 0"

40' - 0"

DRIVEWAY

consultant

323.B1

1

A-537

TYP.

TRANSFORMERS

033.A1

SERVICE ENTRY SECTION (SES)

033.A1

RAMP DOWN

1"

RAMP DOWN

26' SWITCH CABINET, TYP

087.H1

1

BUILDING C

EXHAUST

1 FIRE PUMP ROOM

087.H1

ELECTRICAL ROOM

323.C1

BEARING WALL: 9” THICK SOLID CONCRETE EXTERIOR LOADBEARING WALL CONSTRUCTION PER ITEM #4-1.1 PER IBC TABLE 721.1 (2) MINIMUM 2-HOUR FIRE RATED WALL ASSEMBLY. 4

GERMANN ROAD

TYP.

1

321.K1

087.H1

SWITCH CABINETS

103' - 1"

1069' - 4"

70' - 0"

4 BEARING WALL: 9” THICK SOLID CONCRETE EXTERIOR LOADBEARING WALL CONSTRUCTION PER ITEM #4-1.1 PER IBC TABLE 721.1 (2) MINIMUM 2-HOUR FIRE RATED WALL ASSEMBLY.

322' - 3"

321.A1

BUILDING E 344,354 SF

SWITCH CABINETS

4 BEARING WALL: 9” THICK SOLID CONCRETE EXTERIOR LOADBEARING WALL CONSTRUCTION PER ITEM #4-1.1 PER IBC TABLE 721.1 (2) MINIMUM 2-HOUR FIRE RATED WALL ASSEMBLY.

project number

2203005

w

project architect project manager

321.A1

project designer 321.K1 revisions no.

4 BEARING WALL: 9” THICK SOLID CONCRETE EXTERIOR LOADBEARING WALL CONSTRUCTION PER ITEM #4-1.1 PER IBC TABLE 721.1 (2) MINIMUM 2-HOUR FIRE RATED WALL ASSEMBLY.

129.B1

129.B1

129.B1

129.B1

date

3/6/23 1 5/4/23 2 6/5/23 4 7/10/23

129.B1

revision

INITIAL PLAN CHECK SECOND SUBMITTAL ADDENDUM #1 THIRD SUBMITTAL

BUILDING D

129.B1

321.M3 TYP. w

40' - 2"

321.A1

1

087.H1

211.A1

1

1

321.E1

321.K1

087.H1

1

TYP.

087.H1

321.M3

321.M2

TYP.

TYP.

1 321.A1

TYP.

087.H1

129.A1 TYP.

147' - 10"

DRIVEWAY

321.K1

087.H1

321.K1

VAN

VAN

321.A1

project status

321.A1

2

2

client / project

MATCH LINE

323.D1

ADJACENT PARCEL

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

KEY PLAN

SITE PLAN LEGEND EXISTING PROPERTY LINE GRADE LEVEL OVERHEAD DOOR

A B C D

ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. DOCK HIGH OVERHEAD DOOR

TRANSFORMER WITH CONCRETE PAD, SEE ELECTRICAL DRAWINGS. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)

T

#

PARKING STALL COUNT FH

FIRE HYDRANT

LANDSCAPE

E

NOT PER THIS BUILDING - TO DELEGATE PARKING

SITE PLAN

1

SCALE: 1" = 40'-0"

A-101

SITE PLAN NOTES

KEYNOTES

1.

033.A1 087.H1

SITE LIGHTING IS SHOWN FOR INFORMATION ONLY. PARKING LOT LIGHTS SHALL BE INSTALLED AS SHOWN ON ELECTRICAL PLANS. 2. REFER TO LANDSCAPE DRAWINGS FOR CONCRETE WALKS, PAVING, BERMS, LANDSCAPING AND IRRIGATION. 3. REFER TO CIVIL DRAWINGS FOR SITE GRADING, DRAINAGE, CATCH BASINS, PAVING DETAILS, SITE UTILITIES, CURB AND GUTTER SWALES, FIRE HYDRANT LOCATIONS AND HORIZONTAL CONTROL DIMENSIONS. 4. REFER TO CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. 5. ALL DIMENSION ON SITE PLAN ARE TO BE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB, PROPERTY LINE OR CENTERLINE OF PARKING STALL, UNLESS OTHERWISE NOTED. 6. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT STANDARDS. 7. ALL PARKING STALL STRIPING SHALL BE PER LOCAL JURISDICTION STANDARDS. 8. CONCRETE WALK SHALL RECEIVE EXPANSION JOINTS AT 50'-0" O.C. MAX, AND CONTROL JOINTS AT 5'-0" O.C. MAX, BETWEEN EXPANSION JOINTS, UNLESS NOTED OTHERWISE. 9. REFER TO LANDSCAPE DRAWINGS FOR CONCRETE WALKS, PAVING, BERMS, LANDSCAPING AND IRRIGATION. 10. REFER TO CIVIL DRAWINGS FOR SITE GRADING, DRAINAGE, CATCH BASINS, PAVING DETAILS, SITE UTILITIES, CURB AND GUTTER SWALES, FIRE HYDRANT LOCATIONS AND HORIZONTAL CONTROL DIMENSIONS. 11. REFER TO CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

129.A1 129.B1 211.A1 321.A1 321.E1 321.K1 321.M2 321.M3 323.B1 323.C1 323.D1

CONCRETE SLAB KNOX BOX. THE HEIGHT OF THE BOX SHALLE BE NO LOWER THAN FIVE FEET AND NO HIGHER THAN SIX FEET. THE KEY BOX SHALL BE OF AN APPROVED TYPE LISTED IN ACCORDANCE WITH UL 1037.IFC 901.4.6.1, IFC 506 AND FPD 506.1 BIKE RACKS - SHORT TERM BIKE RACKS - LONG TERM FIRE HYDRANT, SEE CIVIL PLANS ASPHALT PAVING, SEE CIVIL PLANS ELEVATED STAMPED CONCRETE PAVED WALKWAY, SEE CIVIL PLANS CONCRETE SIDEWALK, SEE CIVIL PLANS PAINTED PAVEMENT ISA MARKING SYMBOL, SEE 8/A-003 AND CIVIL PLANS DETECTABLE WARNING, SEE 7/A-003 SLIDING GATE, SEE 7/A-536 3'-0" HIGH 8" CONCRETE MASONRY UNIT SCREEN WALL ON RETAINING WALL, SEE CIVIL PLANS 8'-0" HIGH 8" CONCRETE MASONRY UNIT PERIMETER SCREEN WALL, SEE CIVIL PLANS

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

OVERALL SITE PLAN BUILDING E sheet number

A-101 plot date

7/10/2023 5:24:01 PM

6/

30

/2

02

6

stamp

architect

21

20

19

18

17

16

14

15

13

11

12

10

9

8

7

6

5

4

3

2

1

1069' - 4" consultant

30' - 8"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

56' - 0"

30' - 8"

3

MATCH LINE 2

1 A-201B

A-501 3 A-511

1 A-201A

A-511

087.H1

1 FIRE PUMP ROOM

EXHAUST

G

G 50' - 0"

055.E ELECTRICAL ROOM

1 087.H1

F

F 50' - 0"

087.H1

1

E

051.A1

034.A1

TYP.

TYP.

E

BUILDING E WAREHOUSE

4 033.A1

101

A-501

50' - 0"

2

A-501

341,945 SF

D 50' - 0"

2

CLR. HT.: 32' - 0"

323' - 0"

D

project number

2

C

C

2203005

project architect

1

1

A-511

A-511

50' - 0"

project manager project designer revisions

B

B 1 40' X 56' VAPOR BARRIER, FOR FUTURE TI.

1 40' X 56' VAPOR BARRIER, FOR FUTURE TI.

1 40' X 56' VAPOR BARRIER, FOR FUTURE TI.

no.

date

3/6/23 1 5/4/23 2 6/5/23

revision

INITIAL PLAN CHECK SECOND SUBMITTAL ADDENDUM #1

73' - 0"

40' X 56' VAPOR BARRIER, FOR FUTURE TI. 1

A

A 2 3

087.H1

1

087.H1

20

19

18

17

16

087.H1

2

2

A-522

A-511

1

A-522

21

A-523

1

087.H1 3

15

14

13

2

087.H1

1

1

12

1

3

3

A-501

A-511

A-522

11

10

9

8

7

6

5

4

3

2

project status

1

client / project

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

KEY PLAN

OVERALL FLOOR PLAN

1

SCALE: 1" = 40'-0"

A-201

FLOOR PLAN NOTES 1.

A B C D

E

SEE, A-XXX, A-XXX, AND A-XXX FOR TACTILE EXIT SIGN LOCATIONS, PERMANENT ROOM SIGN, ALS AND OCCUPANCY SIGN LOCATIONS. 2. SEE A-XXX FOR FIRE EXTINGUISHER LOCATIONS 3. ALL EXITS SHALL HAVE EXIT SIGNS. 4. ALL CONDUIT PIPING, IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION 5. REFER TO PLUMBING, CIVIL, AND SITE PLANS, FR SIZE AND ROUTING OF ROOF DRAINAGE CONNECTION TO UNDERGROUND STORM DRAIN OR RUN TO DAYLIGHT AS SHOWN. 6. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT 7. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 8. ALL PENETRATIONS AT FIRE RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. 9. PROVIDE PERMANENT ROOM SIGNAGE FOR ALL LABELED ROOMS. SEE DETAIL X/A-XXX. 10. FIRE EXTINGUISHER LOCATIONS & TYPES TO BE DETERMINED BY THE FIRE MARSHAL.

FLOOR PLAN LEGEND 11.

12.

13.

14.

FIRE EXITS TO BE APPROVED BY THE FIRE DEPARTMENT. SEE A-XXX FOR DOOR AND WINDOW SCHEDULES. SEE A-XXX FOR WALL TYPE AND ASSEMBLY. SEE DETAIL X AND X ON A-XXX FOR PANEL JOINT DETAILS.

ROOM NAME 101

ROOM TAG

1000 SF 1i

DOOR TAG

WALL TAG

0

KEYNOTE

A

EXTERIOR ELEVATION

A-200

KEYNOTES 033.A1 034.A1 051.A1 055.E 087.H1

CONCRETE SLAB CONCRETE TILT-UP PANEL STEEL COLUMN, SEE STRUCTURAL PLANS ROOF ACCESS LADDER, SEE 11 AND 12 ON A-534 KNOX BOX. THE HEIGHT OF THE BOX SHALLE BE NO LOWER THAN FIVE FEET AND NO HIGHER THAN SIX FEET. THE KEY BOX SHALL BE OF AN APPROVED TYPE LISTED IN ACCORDANCE WITH UL 1037.IFC 901.4.6.1, IFC 506 AND FPD 506.1

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

OVERALL FLOOR PLAN BUILDING E sheet number

SHEET NUMBER

A-201

WALLS

plot date

7/10/2023 5:24:07 PM

6/

30

/2

02

6

stamp

architect

consultant

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

2

3

A-511

A-511

107.A2

4

3

2

1

077.C1

TYP.

3

3

3

3

G 1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

3

3

3

3

3

3

G

1/4"/12"

1/4"/12"

1/4"/12"

3/8"/12"

5/8"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

VARIES

1/4"/12"

3

3

3

50' - 0"

3

3

265.B1 TYP.

3

F 50' - 0"

1/4"/12"

F

E

E A-501

RIDGE LINE 2

107.A3 TYP.

323' - 0"

3

1/4"/12"

D

50' - 0"

4

EXPANSION JOINT, SEE 7/A-535

50' - 0"

3

A-501

EXPANSION JOINT, SEE 7/A-535

1/4"/12"

2

D

project number

C

C 2

50' - 0"

project manager

1/4"/12"

3 1 A-511

1 A-511

project designer revisions

B

B

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

3/8"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

1/4"/12"

5/8"/12"

1/4"/12"

3/8"/12"

1/4"/12"

1/4"/12"

1/4"/12"

73' - 0"

VARIES

3

3

2203005

project architect

055.Q

1/4"/12"

TYP.

no.

date

3/6/23 1 5/4/23 2 6/5/23 3 7/10/23

revision

INITIAL PLAN CHECK SECOND SUBMITTAL ADDENDUM #1 RFI CLARFICIATIONS

107.A1 TYP.

A 2

3

3

3

3

265.B1

3

3

3

3

3

TYP.

A-522

A

3

2 3

221.B1

A-523

TYP.

3 A-522

MIR. 3

2 2

21

20

19

18

17

16

15

A-522

1

A-511

14

13

12

11

A-501

A-511

10

9

8

7

6

5

4

3

2

project status

1

client / project

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

KEY PLAN

A B

1.

STRUCTURAL FRAMING, (SEE STRUCTURAL) 1/2" PLYWOOD 1" ROOF COVER BOARD SINGLE-PLY ROOFING OVER COVER BOARD

1

C D

E

1

SCALE: 1" = 40'-0"

A-215

ROOF PLAN NOTES

ROOF ASSEMBLY • • • •

ROOF PLAN

SEE MECHANICAL DRAWINGS FOR HVAC EQUIPMENT, SHAFT AND PENETRATION LOCATIONS. 2. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PLATFORMS AND BASES, POWER, WATER AND DRAIN LOCATIONS AND INSTALLATION REQUIREMENTS WITH EQUIPMENT MANUFACTURERS PRIOR TO PROCEEDING WITH WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER. 3. MECHANICAL AND PLUMBING EQUIPMENT PLATFORM DIMENSIONS SHALL BE A MINIMUM OF 0'-8" ABOVE ADJACENT ROOF ELEVATION. 4. VENTS THROUGH THE ROOF SHALL BE INSTALLED 10'-0" FROM AND TERMINATED 3'-0" ABOVE ANY FRESH AIR INTAKES. 5. ALL INDIRECT WASTE PIPING ON ROOF SHALL BE TYPE "L" COPPER SUPPORTED ON MANUFACTURED PIPE SUPPORT SYSTEM AS SPECIFIED. PIPING SHALL BE SLOPED AND TERMINATE IN AN APPROVED RECEPTOR. PIPING TO BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING ELEVATIONS. 6. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING REINFORCEMENT AT NEW ROOFTOP EQUIPMENT. 7. MAINTAIN MINIMUM 1/4" PER FOOT SLOPE TO DRAIN AT ROOF SURFACE. CRICKETS SHALL BE USED ON THE HIGH SIDE OF ALL EQUIPMENT PLATFORMS, SKYLIGHT AND ROOF HATCHES. 8. ALL ROOFING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CITY AGENCY WIND AND FIRE RESISTIVE DESIGN ORDINANCES. 9. INSTALL ROOFING AS REQUIRED TO ACHIEVE UL CLASS "C" FIRE-RESISTIVE RATING. 10. PROVIDE DURABLOCK WHERE PIPING IS MOUNTED TO ROOF. 11. LEAD FLASHING TO BE USED AT ALL ROOF DRAIN AND OVERFLOW PENETRATIONS.

KEYNOTES 12. OVERFLOW SCUPPERS SHALL BE DESIGNED PER APPLICABLE CODES AND LOCATED 2 INCHES ABOVE THE LOW POINT OF THE ADJACENT FINISHED ROOF. 13. ALL INDIRECT WASTE PIPING ON ROOF SHALL BE TYPE "L" COPPER SUPPORTED ON MAUFACTURED PIPE SUPPORT SYSTEM AS SPECIFIED. PIPING SHALL BE SLOPED AND TERMINATE IN AN APPROVED RECEPTOR. PIPING TO BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING ELEVATIONS. 14. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING. 15. ALL ROOF ELEVATIONS INDICATE BOTTOM OF SHEATHING FROM FINISHED FLOOR, DATUM ELEVATION 0'-0". SEE STRUCTURAL DRAWINGS.

055.Q 077.C1 107.A1 107.A2 107.A3 221.B1 265.B1

8’ x 4’-8” CORRUGATED METAL DECKING ABOVE CORNER ENTRY TRELLIS ROOF HATCH METAL TRELLIS, SEE STRUCTURAL PLANS METAL AWNING METAL EYEBROW ROOF DRAIN & OVERFLOW, SEE 5/A-535 BUILDING MOUNTED WALL PACK, SEE ELECTRICAL PLANS

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

ROOF PLAN BUILDING E sheet number

A-215 plot date

7/10/2023 5:24:12 PM

stamp

19

18

17

16

15

14

13

12

11 6/

30

/2

02

6

20

G W16

W17

W18

W19

W20

W21

W22

W23

W24

W25

W26

W27

W28

W29

W30

W31

W32

W33

W34

W35

W36

W37

W38

W39

W40

W41

W42

W43

W44

W45

W46

W47

W48

W49

architect

W50

consultant

10

9

8

7

6

ENLARGED REFLECTED CEILING PLAN - LEFT

3

SCALE: 1/16" = 1'-0"

A-401

5

4

W58 W51

21

W52

20

W53

W54

19

W55

18

W56

W57

W75 W59

17

3

W60

16

W61

15

14

W62

W63

W64

13

W65

12

W66

11

W67

W68

W69

10

W70

9

W71

8

W72

7

W73

W74

2

W80 W76

W77

W78

W79

W82

G

W81

W83

ENLARGED REFLECTED CEILING PLAN - RIGHT

2

SCALE: 1/16" = 1'-0"

A-401

6

5

4

3

2

1

2 3

A-511

2

3

A-401

A-511

TYP.

JJ

KK

G

LL

055.E

II

G

A-401

107.A2

project number

2203005

W15

W84.1

project architect

F

F

project manager project designer revisions no.

date

3/6/23

E

revision

INITIAL PLAN CHECK

E

D

W85.1

W14.1

D

107.A3 TYP.

C 1

W86.1

W13.1

C 1

A-511

project status

A-511

B

client / project

AA.1

HH.1

B

GG.1

W12.1

W11.1

PP

W10.1

OO

W9.1

FF.1

W8.1

EE.1

W7.1

DD.1

W6.1

CC.1

W5.1

NN

W4.1

107.A1 TYP.

MM

W3.1

W2.1

W1.1

A 2 A-522

BB.1

A

3

3

A-523

A-522

3 A-511

2 A-511

21

CL

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

REFLECTED CEILING PLAN

1

SCALE: 1" = 40'-0"

A-401

EQ.

PECOS INDUSTRIAL PARK

CL

EQ.

EQ.

20

GENERAL NOTES 1.

CL

A B

SEE A-631 FOR CEILING DETAILS.

SYMBOL LEGEND ROOM NAME

G308B XX SF 15'- 0"

RCP LEGEND L1 - 4' STRIP LIGHT, SEE ELECTRICAL1

ROOM NUMBER ROOM AREA

EXHAUST FAN, SEE MECHANICAL

KEYNOTES 055.E 107.A1 107.A2 107.A3

ROOF ACCESS LADDER, SEE 11 AND 12 ON A-534 METAL TRELLIS, SEE STRUCTURAL PLANS METAL AWNING METAL EYEBROW

7836 E. Germann Rd., Mesa, AZ sheet name

CEILING HEIGHT

EQ.

EXIT SIGN, WALL OR CEILING MOUNTED 5/8" TYPE "X" GYPSUM BOARD CEILING

EQ.

WALL-MOUNTED EXIT SIGN WITH BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED

CL EQ.

WALLPACK, SEE ELECTRICAL

C D

EQ.

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

KEY PLAN

COLUMNS PER FLOOR PLAN

EQ.

REFLECTED CEILING PLAN BUILDING E sheet number

CL

ELEC. ROOM AND FIRE PUMP ROOM RCP

4

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

A-401

E

A-401 plot date

7/10/2023 5:24:14 PM

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

6/

30

/2

02

6

stamp

1 architect

265.B1

5

3

TYP.

4

034.A1

3

074.A1

5

TYP.

2

1

3 3

4

3

3

ROOF LINE

TYP.

1

1

1

1

4

3

5

3

4

3

A-502

5

2

1

1

T.O. PARAPET 40' - 0"

4

1

1

1

4 2

3

3

7

3

1

1

1

1

1

3

1

1

1

1

1

1

2

consultant

TYP.

2

1

1

2

107.A1

3

3

3

2

1

265.C1

3

2

2

2

3

3

2

2

2

2

3

3

1

2

2

2

3

3

1

2

6

2

2

3

TYPE.

17' - 0"

2

1

FINISH FLOOR 0"

1

107.A3

A-502

TYP.

EAST ELEVATION

1

SCALE: 1" = 40'-0"

A-501

G

F

E

D

C

B

A 1 A-502

3

074.A1

034.A1 3

TYP.

ROOF LINE 5

TYP.

3

2

1

1

3

2

3 A-503 SIM.

1

2

T.O. PARAPET 40' - 0"

4

1 2

3

2

3

107.A1

3

3

1

1

1

3

1

7

TYP.

3 2

2

2

2

1

1

265.C1

3

TYP.

A-502

1

FINISH FLOOR 0"

1

107.A3

6

SOUTH ELEVATION

2

SCALE: 1" = 40'-0"

A-501 project number

2203005

project architect project manager project designer revisions

1

2

3

4

5

6

7

8

9

10

11

3

TYP. 3

5

1

1 2

3

1

3

3

16

2

3

17

3

1

1

18

2

3

1

2

1

1

1

1

1

083.B TYP.

1

revision

INITIAL PLAN CHECK ADDENDUM #1 RFI CLARFICIATIONS

4

107.A2

A-503

TYP.

1

3 2

2

2

1

1

T.O. PARAPET 40' - 0"

1

1

2

1

FINISH FLOOR 0"

1

1 1

date

3/6/23 2 6/5/23 3 7/10/23

2

2

2

2

1

3 1

2

2

A-503

2

3

3

1

2

2

no.

21

1 2

1

1

20

3

1

2

1

1

19

3

1

2

1

2

5

1

2

3

3

3

1 2

2

2

3

1

1

1

2 2

15

1 5

2

1

1

1

2

2

3

2

3 1

2

14

TYP.

ROOF LINE

1 2

3

3

2

3

1

2

2

1

3

1

13

074.A1

034.A1 3

12

2

083.C2

A-503

TYP.

WEST ELEVATION

3

SCALE: 1" = 40'-0"

A-501

project status

client / project

A

B

C

D

E

074.A1 1

3

A-502

A-503

F

G

3

034.A1

TYP.

3

5

ROOF LINE

TYP.

3

SIM. 1

1

1

1

T.O. PARAPET 40' - 0"

4 2

3

107.A1

2

3 7

2

2

3

3 1

1

3

1

1

TYP.

3 2

2

2

1

1

3

6

2 1

1

107.A3

FINISH FLOOR 0"

265.C1

A-502

NORTH ELEVATION

4

SCALE: 1" = 40'-0"

A-501

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

GENERAL NOTES 1. BUILDING NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THE ADDRESS NUMBERS SHALL BE A MINIMUM 12" HIGH WITH A 2" STROKE ON CONTRASTING BACKGROUND. FPD 505.1, IFC 505.1 MULTIPLE BUILDING SITES REQUIRE BUILDING NUMBERS, A MINIMUM 6" HIGH WITH A 3/4" STROKE IN ACCORDANCE WITH FPD 505.1, IFC 505.

COLORS & MATERIALS 1

FIELD 1 – PPG0994-2 PITTSBURGH GRAY TILT PANEL

2

ACCENT 1 – PPG0994-4 HIPPOPOTAMUS TILT PANEL

3

ACCENT 2 – PPG0994-6 HUSKY GRAY TILT PANEL

4

ACCENT 3 – PPG1160-4 KALEIDOSCOPE TILT PANEL

5

ACCENT 4 – PPG1160-6 CHINESE PORCELAIN TILT PANEL

6

CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM

7

METAL CANOPY – PRIME AND PAINT TO MATCH ALUMINUM APPEARANCE.

KEYNOTES 034.A1 074.A1 083.B 083.C2 107.A1 107.A2 107.A3 265.B1 265.C1

CONCRETE TILT-UP PANEL PANEL JOINT 9'X10' OVERHEAD SECTIONAL DOCK HIGH DOOR 20'X15' OVERHEAD COILING GRADE LEVEL DOOR METAL TRELLIS, SEE STRUCTURAL PLANS METAL AWNING METAL EYEBROW BUILDING MOUNTED WALL PACK, SEE ELECTRICAL PLANS ABOVE DOOR WALL PACK, SEE ELECTRICAL PLANS

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

EXTERIOR ELEVATIONS BUILDING E sheet number

A-501 plot date

7/10/2023 5:24:17 PM

6/

30

/2

02

6

stamp

architect

3

A-531

consultant

TYP.

1' - 8 3/4"

T.O. PARAPET 40' - 0"

T.O. PARAPET 40' - 0"

2' - 10 1/2"

TYP.

1

PANEL JOINT

PANEL JOINT

2

PANEL JOINT

PANEL JOINT BEYON

3

5' - 5 3/4"

6' - 0"

3' - 4"

1' - 8 3/4"

PANEL JOINT BEYON

C

1

8' - 0 3/4"

W1.1

A-531 TYP. @ PANEL JOINT

3' - 8"

3' - 8"

5' - 3 1/4"

8' - 0 3/4"

2

A-531

3

BB.1

3

16' - 6"

16' - 6"

3

3' - 8"

TYP.

5' - 2 3/4"

4' - 10 1/2"

W1

4' - 9 3/4"

12' - 8"

4' - 9 1/4"

3' - 8"

TYP.

BB

project number

FINISH FLOOR 0"

FINISH FLOOR 0"

2203005

project architect project manager project designer

2

revisions

SOUTH ELEVATION AT OFFSET PANEL

3

EAST ELEVATION - ENLARGED BUILDING CORNER

1

SCALE: 3/16" = 1'-0"

A-502

SCALE: 3/16" = 1'-0"

A-502

A

PANEL JOINT

1' - 0" TYP 1' - 0"

PANEL JOINT

revision

INITIAL PLAN CHECK ADDENDUM #1 RFI CLARFICIATIONS

client / project

T.O. PARAPET 40' - 0"

TYP

2' - 10 1/2" 8' - 0 3/4"

3' - 10 1/2" 1' - 11 1/4"

1' - 0" TYP

1' - 0"

1' - 11"

4' - 0" TYP

TYP

3' - 11"

3' - 11 1/4"

T.O. PARAPET 40' - 0"

date

3/6/23 2 6/5/23 3 7/10/23

project status

9

PANEL JOINT

10

no.

TYP.

3' - 8"

TYP.

DD.1

3

CC.1

MIRRORED AT SIM.

PECOS INDUSTRIAL PARK

3 A-531

16' - 6"

TYP. 1 A-531

1

1

A-531

A-531 2

7836 E. Germann Rd., Mesa, AZ

A-531 TYP. @ PANEL JOINT

3' - 8"

sheet name

5' - 2 3/4"

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

3

DD

CC

FINISH FLOOR 0"

FINISH FLOOR 0"

ENLARGED EXTERIOR ELEVATIONS BUILDING E sheet number

WING WALL ELEVATION

4

ENLARGED EAST ELEVATION

2

SCALE: 3/16" = 1'-0"

A-502

SCALE: 3/16" = 1'-0"

A-502

A-502 plot date

7/10/2023 5:24:18 PM

stamp

12

16

17

TYP.

PANEL JOINT

MIRRORED AT SIM.

PANEL JOINT

PANEL JOINT

3

A-531

EQ

TYP.

architect

EQ

T.O. PARAPET 40' - 0"

2' - 10 1/2"

T.O. PARAPET 40' - 0"

PANEL JOINT

TYP.

1' - 0" TYP 0' - 11"

3 A-531

TYP.

PANEL JOINT

PANEL JOINT

PANEL JOINT

PANEL JOINT

6/

30

/2

02

6

11

W50

W49

W48

W33

W32

W31

W30

W29

W28

3' - 8"

8' - 0 3/4"

consultant

W27

2 A-531 TYP. @ PANEL JOINT

2

A-531

5' - 2 3/4"

3' - 8"

16' - 6"

TYP. @ PANEL JOINT

FINISH FLOOR 0"

FINISH FLOOR 0"

project number

2203005

project architect project manager project designer

ENLARGED PARTIAL WEST ELEVATION

4

WEST ELEVATION - Callout 1

2

revisions

SCALE: 3/16" = 1'-0"

A-503

SCALE: 3/16" = 1'-0"

A-503

no.

date

3/6/23 2 6/5/23 3 7/10/23

MIRRORED AT SIM.

PANEL JOINT

EQ

PANEL JOINT

EQ

1' - 0" TYP. AS PROVIDED

T.O. PARAPET 40' - 0"

2' - 11 1/4"

W23

3' - 8 3/4"

3' - 8"

AA.1

1' - 0" TYP AS PROVIDED

project status

client / project

8' - 0"

8' - 0 3/4"

2' - 10 1/2"

T.O. PARAPET 40' - 0"

TYP.

20

1' - 0" TYP 0' - 11"

3

A-531 TYP.

PANEL JOINT

PANEL JOINT

3

A-531

19 PANEL JOINT

18

A

revision

INITIAL PLAN CHECK ADDENDUM #1 RFI CLARFICIATIONS

W22

3

W21

W20

W19

W18

W17

W16

3

1

A-531

16' - 6"

16' - 5 1/4"

2

A-531 TYP. @ PANEL JOINT

PECOS INDUSTRIAL PARK

TYP.

3' - 8"

7836 E. Germann Rd., Mesa, AZ

5' - 2 3/4"

AA

5' - 2 3/4"

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

3' - 8"

2

sheet name

FINISH FLOOR 0"

FINISH FLOOR 0"

NORTH ELEVATION - BUILDING CORNER

3

WEST ELEVATION - BUILDING CORNER

1

SCALE: 3/16" = 1'-0"

A-503

SCALE: 3/16" = 1'-0"

A-503

ENLARGED EXTERIOR ELEVATIONS BUILDING E sheet number

A-503 plot date

7/10/2023 5:24:20 PM

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

02

18

/2

19

30

20

6/

21

6

stamp

architect

1

A-523

T.O. PARAPET 40' - 0" CLR.

32' - 0"

consultant

FINISH FLOOR 0"

G

F

E

BUILDING SECTION

1

SCALE: 1/32" = 1'-0"

A-511

D

C

B

A

2 1

A-521

A-521

CLR.

32' - 0"

T.O. PARAPET 40' - 0"

FINISH FLOOR 0"

project number

2203005

project architect project manager

CONC. PANEL, SEE FLOOR PLAN.

project designer revisions no.

BUILDING SECTION

2

SCALE: 1/32" = 1'-0"

A-511

5

revision

INITIAL PLAN CHECK

CONC. PANEL, BEYOND

A-511

4

4

4 A-535

date

3/6/23

A-535 SIM

SIM

A-511

T.O. PARAPET

T.O. PARAPET

CEILING HEIGHT

CEILING HEIGHT

6

TILT UP CONC. PANEL

A-631

G

F

E

D

C

B

A

project status

7

FIRE PUMP ROOM

ELECTRICAL ROOM

12' - 8"

FIRE PUMP ROOM

1

A-522

3

A-521 2

2

A-523

A-534

T.O. PARAPET 40' - 0"

6 A-533

FINISH FLOOR 0"

7' - 0" CONC. SLAB, SEE STRUCTURAL

CONC. SLAB, SEE STRUCTURAL

client / project

CLR.

7 A-533

32' - 0"

TILT UP CONC. PANEL

20' - 0"

22' - 6"

20' - 0"

TILT UP CONC. PANEL

SEE STRUCTURAL

A-631

F.F.

B.O. PANEL

1

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

A-631

SECTION 1 - ELEC./FIRE PUMP ROOM

4

SECTION 2 - FIRE PUMP ROOM

5

BUILDING SECTION

3

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

A-511

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

A-511

SCALE: 1/32" = 1'-0"

A-511

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

BUILDING SECTIONS BUILDING E sheet number

A-511 plot date

7/10/2023 5:24:23 PM

stamp

A

A 4

4

4

A-535

A-535

A-535

T.O. PARAPET 40' - 0"

T.O. PARAPET 40' - 0"

T.O. PARAPET 40' - 0"

02 /2

8’ x 4’-8” CORRUGATED METAL DECKING ABOVE CORNER ENTRY TRELLIS CONCRETE FOOTING, SEE STRUCTURAL PLANS EXTERIOR CONCRETE WALK, SEE SITE PLAN/CIVIL PLANS CONCRETE SLAB, SEE STRUCTURAL PLANS EDGE OF WALL BEYOND CONCRETE TILT PANEL, SEE EXTERIOR ELEVATIONS PROVIDE R-30 INSULATION FASTEND BETWEEN PURLINS ROOF STRUCTURE, SEE STRUCTURAL PLANS MEMBRANE ROOFING OVER 1" ISO BOARD 1/2" PLYWOOD CANT STRIP WINDOW, SEE SCHEDULE METAL AWNING

30

400.A 400.C 400.D 400.H 400.I 400.J 400.K 400.L 400.O 400.P 400.Q

6/

055.Q

6

KEYNOTES

architect

consultant

400.I 400.J 400.J

400.L

400.P

TRUSS JOIST (SEE STRUC.)

TRUSS JOIST (SEE STRUC.)

SEE SCHEDULE

TRUSS JOIST (SEE STRUC.)

400.O

400.J

400.K

400.O

400.L

400.O

400.L

400.J

400.J

400.K 400.K

400.H

B.O. WINDOW 25' - 0"

project number

2203005

project architect

400.H

T.O. STRUCTURE

24' - 2" 400.P

SEE SCHEDULE

project manager project designer revisions no.

date

revision

9' - 0" 3/6/23

INITIAL PLAN CHECK

B.O. WINDOW

3' - 0"

25' - 0" 055.Q

B.O. LINTEL

1' - 6"

14' - 2"

B.O. STEEL

12' - 8" T.O. STOREFORNT 12' - 0"

project status

client / project

INTERIOR

INTERIOR

T.O. ENTRY DOOR 7' - 0"

INTERIOR

T.O. STOREFRONT DOOR 7' - 0" 400.H

400.Q

400.C

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

400.D

400.C

400.D

FINISH FLOOR 0"

400.C

1' - 9"

ROOF DRAIN LEADER; OVERFLOW LEADER BEYOND

PECOS INDUSTRIAL PARK

400.D

FINISH FLOOR 0"

FINISH FLOOR 0"

7836 E. Germann Rd., Mesa, AZ sheet name

400.A 400.A

WALL SECTIONS BUILDING E

400.A

sheet number

WALL SECTION @ CORNER ENTRY

3

WALL SECTION @ ENTRY

2

WALL SECTION

1

SCALE: 3/4" = 1'-0"

A-522

SCALE: 3/4" = 1'-0"

A-522

SCALE: 3/4" = 1'-0"

A-522

A-522 plot date

7/10/2023 5:24:28 PM

stamp

21

A 10

4

A-535

A-535

T.O. PARAPET 40' - 0"

02 /2 30

CONCRETE FOOTING, SEE STRUCTURAL PLANS EXTERIOR CONCRETE WALK, SEE SITE PLAN/CIVIL PLANS CONCRETE SLAB, SEE STRUCTURAL PLANS OVERHEAD DOOR, SEE SCHEDULE EDGE OF WALL BEYOND CONCRETE TILT PANEL, SEE EXTERIOR ELEVATIONS PROVIDE R-30 INSULATION FASTEND BETWEEN PURLINS ROOF STRUCTURE, SEE STRUCTURAL PLANS MEMBRANE ROOFING OVER 1" ISO BOARD 1/2" PLYWOOD 42" GUARDRAIL CANT STRIP METAL AWNING METAL EYEBRAW

6/

400.A 400.C 400.D 400.G 400.H 400.I 400.J 400.K 400.L 400.N 400.O 400.Q 400.R

6

KEYNOTES

architect

consultant

400.I

400.O 400.O

400.L

400.L

400.J

400.K

400.J

project number

2203005

project architect

400.R

project manager CL

project designer

1' - 6"

revisions no.

date

3/6/23 2 6/5/23

4" CL

revision

INITIAL PLAN CHECK ADDENDUM #1

5" CL

G project status

INTERIOR INTERIOR

12' - 8"

T.O. ENTRY DOOR 7' - 0" client / project

60' - 0"

400.Q 400.I

400.H

400.Q

INTERIOR

400.H

400.G 400.N

400.C

3' - 6"

400.D 400.C

400.D 400.D

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

4' - 0"

CL

FINISH FLOOR 0"

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ

400.A

sheet name

400.A 400.A

WALL SECTIONS BUILDING E

2

WALL SECTION @ OFFSET PANEL

3

SECTION THROUGH TRUCK RAMP

2

WALL SECTION

1

SCALE: 3/4" = 1'-0"

A-523

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

A-523

SCALE: 3/4" = 1'-0"

A-523

sheet number

A-523 plot date

7/10/2023 5:24:30 PM

stamp

2% SLOPE

CONC. WALL PER STRUCTURAL DWG'S

ROOF DRAIN LEADER SEE ROOF PLAN FOR SIZE. ALT: IFF ROOF DRAIN LEADER IS SMALL ENOUGH, ROUTE DRAIN INSIDE WALL

02

6

CONCRETE TILT-UP WALL 6/

30

/2

CONT. SEALANT BRASS COLLAR

JS SMITH LAMBS TONGUE

CON'T. SEALANT METAL COUNTERFLASHING

architect

1" NAILS WITH NEOPRENE-STEEL WASHERS

CONC. FLOOR LANDSCAPING PER PLAN

CONC. FOOTING PER STUCT

8"

MIN

consultant

ROOF DRAIN DISCHARGE @ WALL

8

SCALE: 1" = 1'-0"

A-535

SINGLE-PLY ROOF MEMBRANE COVERBOARD, OR EQUIVALENT

EXPANSION JOINT COVER INSTALL PER MANUFACTURER SPECIFICATIONS WOOD BLOCKING PER MANUFACTURER INSTRUCTION

PLYWOOD, SEE STRUCTURAL

SINGLE PLY MEMBRANE ROOFING

2X STIFFENERS, SEE STRUCTURAL

3"

STEEL BAR JOIST, SEE STRUCTURAL

2% SLOPE

ROOF EXPANSION JOINT, SEE STRUCTURAL FOR SIZE AND ATTACHMENT

CONCRETE TILT-UP WALL

TRUSSES SEE STRUCTURAL

CON'T. SEALANT METAL COUNTERFLASHING 1" NAILS WITH NEOPRENE-STEEL WASHERS

ROOF EXPANSION JOINT - BUILDINGS B-F

7

PARAPET FLASHING

4

SCALE: 1 1/2" = 1'-0"

A-535

SCALE: 3" = 1'-0"

A-535 project number

NOTE: Roof penetration details for plumbing, mechanical, electrical and equipment support, must include the following: 1) Require that there be a minimum of 18 inches of separation to adjacent penetrations from cant strip, scuppers, vallies, parapets & walls 2) The use of pitch pockets is not allowed.

SEALANT

PLATFORM OR SMOKE VENT

SINGLE-PLY ROOF MEMBRANE

project designer revisions

1 /4

ER "P 1/4 OT FO IN. M

SL OP E 3"

" FO P E R O MI T N.

no.

date

3/6/23 2 6/5/23

revision

INITIAL PLAN CHECK ADDENDUM #1

GI FLASHING - SOLDER ALL SEAMS AND TAPER 1"

3" MIN. E OP SL

8" MIN.

MIN

PLYWOOD, SEE STRUCTURAL

8"

project manager

COLLAR FLASHING SEAL WITH NEOPRENE GASKET AND CLAMP (SS)

COVERBOARD, OR EQUIVALENT

2203005

project architect

SET GI FLASHING FLANGE IN MASTIC 2 LAYERS OF BASE FELTS FEATHERED AND LAPPED AS SHOWN

6"

SINGLE - PLY ROOFING RIGID INSULATION WITH DENSDECK COVER BOARD

MASTIC AT EDGES OF ROOFING FELTS

PLAN VIEW

PLYWOOD - REFER TO STRUCTURAL 2x FRAMING PIPE THROUGH ROOF

CRICKET

6

TELESCOPING GATE TRACK AT WALL

3

SCALE: 1/2" = 1'-0"

A-535

SCALE: 1 1/2" = 1'-0"

A-535

project status

SKYLIGHT WITH INTEGRAL CURB CAP SEALANT AS REQ'D PER SKYLIGHT AND ROOFING MFR'S SPECS. client / project

FASTEN MEMBRANE

FASTENERS WITH WASHERS SINGLE-PLY FLASHING. FULLY ADHERED

STRIPPING FELTS - EXTEND 4" AND 6" BEYOND EDGE OF FLASHING SHEET, BUT NOT BEYOND EDGE OF SUMP. STEEL BAR JOIST SUPPORT @ OFFSET PANEL, SEE STRUCTURAL

MIN. 30" SQUARE 4LB. LEAD FLASHING SETON FINISHED ROOF FELTS IN MASTIC. PRIME TOP SURFACE BEFORE STRIPPING.

STEEL BAR JOIST, SEE STRUCTURAL

PREFABRICATED EQUIPMENT CURB WITH INTERGAL NAILER AND INSULATION

NOTE: SUMP BOXES TO BE FRAMED FLAT

RIPPINGS AND PLYWOOD - REFER TO STRUCT. ROOF DRAIN - REFER TO PLUMBING

ROOFING-EXTEND INTO DRAIN BODY OVERFLOW DRAIN - REFER TO PLUMBING

SCALE: 3" = 1'-0"

A-535

2" MAX

10

NOTE: GC TO COORDINATE PREFAB CURB WITH INSULATION THICKNESS & STRUCTURAL DRAWINGS FOR DECK TYPE & ATTACHMENT

BUILT-UP ROOFING PLIES OVER 1" RIGID INSULATION W/1/2 DENSDECK BOARD

2

PARAPET FLASHING

WELD

SLOPE 3:12 AT SUMP

PREFAB CURB DETAIL

2

SCALE: 3" = 1'-0"

A-535

PECOS INDUSTRIAL PARK

EDGE OF FRAME BEYOND SUMP RECEIVER

ROOF SHEATHING REFER TO STRUCT.

1'-0" MIN.

VERIES - 6''

CURB FRAME, SEE MECHANICAL 1 - 1/2'' RIGID INSULATION TYPICAL CANT

REFER TO STRUCT.

2' - 0"

SUMP BOX ± 5' - 6" IN LENGTH AND 2' - 6" IN WIDTH

7836 E. Germann Rd., Mesa, AZ

UV RESISTANT RUBBER BASE, INSTALL PER MANUFACTURER'S SPECIFICATIONS

NAILER (FURNISH W/ CURB)

MIN. SEE MECH.

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

CONDUIT OR PIPE

GALVANIZED METAL CLAMP SECURED TO GALVANIZED CHANNEL

1'-0" MIN.

sheet name

2" THK. MIN. SPRAY FOAM INSULATION UNDERSIDE OF DRAINS - "INSULSTAR"

BY NCFI POLYURETHANE OR EQUAL

BUILT-UP ROOF MATERIAL CLASS 'B' OR BETTER

ROOF DETAILS BUILDING E

DOUBLE 2x, SEE FRAMING PLAN ROOF SURFACE

sheet number

CURB AT ROOF TOP UNIT

9

SUMP BOX FOR ROOF DRAIN

5

ROOF PIPE SUPPORT

1

SCALE: 1 1/2" = 1'-0"

A-535

SCALE: 1 1/2" = 1'-0"

A-535

SCALE: 1" = 1'-0"

A-535

A-535 plot date

7/10/2023 5:24:34 PM

stamp

DOOR SCHEDULE

DOOR TYPES

DOOR COMMENTS

5 533

F.F.

F.F. consultant

NOTES: - FRAME MATERIAL: HM - DOOR MATERIAL: HM (HONEYCOMB CORE) - WEATHER SEALS - SEE DOOR SCHEDULE FOR DOOR SIZE.

NOTES: - FRAME MATERIAL: HM - DOOR MATERIAL: HM (HONEYCOMB CORE) - WEATHER SEALS - SEE DOOR SCHEDULE FOR DOOR SIZE.

11 532

SEE DOOR NOTES #18 FOR ANGLE OF RAILS 3 533

11 532 1 533

F.F.

F.F.

project number 2 533

4 533

2203005

project architect project manager

NOTES: - FRAME MATERIAL: HEAVY-DUTY TRACK - DOOR MATERIAL: INSULATED STEEL SECTIONS - WEATHER SEALS - SAFETY VISION LITE - SEE DOOR SCHEDULE FOR DOOR SIZE.

NOTES: - FRAME MATERIAL: HEAVY-DUTY GUIDE - DOOR MATERIAL: HEAVY-DUTY SLATS - CHAIN-HOIST OPERATION - WEATHER SEALS - SEE DOOR SCHEDULE FOR DOOR SIZE.

project designer revisions no.

date

3/6/23 1 5/4/23

DOOR NOTES NOTES:

HARDWARE NOTES:

1

ALL LABELED DOORS TO HAVE FIRE PROTECTION ASSEMBLY HARDWARE, GLASS OPENINGS AND LOUVERS CORRESPONDING TO RATING LABEL NOTED ON PLAN.

1

ALL PAIR DOORS NOT REQUIRED TO BE ACCESSIBLE SHALL BE EQUIPED WITH MANUAL FLUSH BOLTS AND NO DOOR COORDINATOR.

2

2 3

ALL WOOD DOORS TO BE 1 ¾” THICK SOLID CORE. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

ALL ELEVATOR DOOR HARDWARE TO BE PROVIDED BY ELEVATOR CONTRACTOR.

4

DOOR ASSEMBLIES SHALL BE PREPARED FOR SPECIFIED HARDWARE.

5

SEE MATERIAL SCHEDULE ON A-711 FOR FINISHES AND GLASS TYPE DESCRIPTIONS.

6

ROOM IDENTIFICATION SIGNS: EVERY PERMANENT ROOM AND USABLE SPACES/AREAS SHALL HAVE A SIGN INSTALLED ADJACENT TO THE DOOR W/ RAISED CHARACTER AND BRAILLE. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE FINISH FLOOR TO THE CENTER LINE OF THE SIGN.

revision

INITIAL PLAN CHECK SECOND SUBMITTAL

6" 4 1/2" TYP. U.N.O.

1. DOOR SIGNAGE SHALL BE CALLED OUT FOR ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES, OR OTHER FIRE DETECTION, SUPPRESSION, OR CONTROL ELEMENTS, ELECTRICAL, MECHANICAL, ETC., AS WELL AS AT LOCATIONS CONTAINING HAZARDOUS MATERIALS (IF APPLICABLE). APPROVED SIGNS SHALL IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION, HAZARDOUS MATERIALS, ETC. AND SHALL BE CONSTRUCTED OF DURABLE MATERIALS, PERMANENTLY INSTALLED, READILY VISIBLE, WITH A MINIMUM OF 2" LETTERS ON CONTRASTING BACKGROUND, AND IN COMPLIANCE WITH IFC 509.1, 604.3.1 AND 5003.6. FPD 509.1 NFPA 704 SIGN. INDICATE NFPA 704 SIGNS AT ENTRANCES TO LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED, DISPENSED, USED, OR HANDLED (IF APPLICABLE). IFC 5003.5 FPD 509.1 2. FIRE DEPARTMENT ACCESS DOORS SHALL BE LABELED ON THE EXTERIOR SIDE WITH THE FOLLOWING SIGN OR OTHER APPROVED SIGN: FIRE DEPARTMENT ACCESS DOOR DO NOT BLOCK. THE LETTERING SHALL BE IN A CONTRASTING COLOR TO THE BACKGROUND. LETTERS SHALL HAVE A MINIMUM HEIGHT OF 2 INCHES WITH A MINIMUM STROKE OF 3/8 INCH. IFC 3206.7.4

1

PANIC HARDWARE

3

ALL "STOREFRONT" DOOR HARDWARE EXCEPT PANIC HARDWARE TO BE PROVIDED BY "STOREFRONT" WALL MANUFACTURER.

4

PANIC HARDWARE: PROVIDE ONE PANIC HARDWARE ON INSIDE FACE AND ONE FUNCTIONING LEVER LOCKSET ON OUTSIDE OF DOOR LEAF. IF DOOR IS A PAIR DOOR, PROVIDE TWO PANIC HARDWARE ON INSIDE FACE AND ONE FUNCTIONING LEVER LOCKSET ON OUTSIDE OF ACTIVE DOOR LEAF. IF DOOR IS "STOREFRONT" GLASS DOOR, PROVIDE PANIC HARDWARE ON INSIDE FACE AND KEYED CYLINDER ON OUTSIDE.

5

SEE SPECIFICATIONS REGARDING LOCKSETS, CORE CYLINDERS AND KEYING. DOORS ON HOLD OPENS TO BE TIED TO SMOKE DETECTION SYSTEM.

7

ALL WOOD DOORS TO RECEIVE TRANSPARENT FINISH, U.N.O.

6

8

FOR ALL ACCESSIBLE SIGNAGE SCHEDULE, SEE (SHEET #)

7

PROVIDE DOUBLE STUD FRAMING AT DOOR JAMBS, TYPICAL.

9

DOORS SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS STATED ON SHEET G-003, ENTRANCES.

8

10

FOR CONSTRUCTION OF DOOR OPENINGS IN METAL STUD WALLS, SEE (SHEET #).

11

O.H COILING DOOR GUIDE RAILS & HOOD TO BE FACTORY FINISH.

PROVIDE LOW PROFILE THRESHOLDS TO MEET ADA REQUIREMENTS WHERE FLOOR FINISH CHANGES BETWEEN TWO SIDES OF THE DOOR. THRESHOLD SHALL NOT BE HIGHER THAN 1/2" ABOVE FLOOR; MAXIMUM 1/4" VERTICAL EDGE ALLOWED AT THRESHOLDS. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT A MAXIMUM GRADIENT OF 1:2.

12

SEE INTERIOR AND EXTERIOR ELEVATIONS FOR GLASS TYPES.

13 14

ALL GLASS IN DOORS ARE TEMPERED GLASS, U.N.O. ALL DOOR SIDE LITES ARE TEMPERED GLASS, U.N.O.

GLAZING NOTES

DOOR NOTES 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY.

5.

6.

7.

8.

9.

PH 301A-8B 60M

DOOR NUMBER

1.

2.

3.

4.

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

6

architect

5 533

GENERAL NOTE:

3. GENERAL CONTRACTOR TO DETERMINE THE DOOR HARDWARE.

5 533

02

5 533

/2

PANIC HARDWARE No No No No No No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No

30

FIRE EXIT No No No No No No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No

6/

DOOR TYPE A A A A A A A A A D C A C C C C C A C C C C C A C C C C C A C C C C C A C C C C D A A A A D C C C C A C C C C C A C C C C C A C C C C C A C C C C C A C D A A A B

LINE OF TEXT

Height 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 15' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 15' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 15' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 7' - 0" 10' - 0" 15' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

5' - 0" MAX.

Width 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 20' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 20' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 20' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 3' - 0" 9' - 0" 20' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0"

UNDERSIDE OF TOP

INT / EXT Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Interior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior Exterior

4'-0" MIN.

ROOM NAME WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE ELECTRICAL ROOM WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE WAREHOUSE FIRE PUMP ROOM

BRAILLE CELLS

ROOM # 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 103 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 101 102

BASELINE OF LOWEST

SIZE DOOR # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180

EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE SHALL BE TEMPERED GLASS (SAFETY GLASS).

GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED: 7.1 THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 7.2 THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 7.3 THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR. 7.4 WALKING SURFACE IS WITHIN 36".

ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.NO.

DOOR MINUTE RATING project status

TYPICAL ROOM SIGNAGE

client / project

MOTOR OPERATOR AT O.H. DOOR. SEE PLANS FOR LOCATION

PECOS INDUSTRIAL PARK 12. ALL WALL DOOR STOPS TO HAVEIN A 2x BACKING IN THE WALL BEHIND. 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE.

2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. 3. PROVIDE SIGN IN CONTRASTING LETTERS OF 1 INCH OR MORE AT MAIN ENTRY STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED".

4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. 5. FIRE-RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATINGS. 6. LATCHING TO BE LEVER-TYPE OR PANIC BARS AS INDICATED PER GOVERNING CODES & ACCESSIBILITY STANDARDS.

14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION. 15. ALL REQUIRED EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT

7836 E. Germann Rd., Mesa, AZ sheet name

16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. 17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER PRIOR TO COMMENCING CONSTRUCTION.

7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES...

ETC.) ARE TO BE CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD MOUNTING HEIGHTS COMPLY WITH ACCESSIBILITY REQUIREMENTS, MATCH BUILDING STANDARD.

DOOR SCHEDULE BUILDING E

8. SPECIAL LOCKING DEVICES SHALL BE OF A TYPE APPROVED BY AUTHORITY HAVING JURISDICTION.

sheet number

9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS.

A-701

10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY DOOR FRAME THROAT THICKNESS' FOR EACH LOCATION. 11. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.

1 plot date

7/10/2023 5:24:39 PM

stamp

WINDOW TYPES 02 6/

30

/2

Comments

8 532 architect

8 532

F.F.

NOTE: SEE SCHEDULE FOR WINDOW SIZES.

2 532

consultant

F.F.

STOREFRONT TYPES

20' - 0" EQ.

EQ

EQ.

4 532

20' - 0" 3' - 6"

3' - 6"

20' - 0"

6' - 0" MIN. EQ.

3' - 6"

3' - 6"

EQ.

EQ.

EQ.

EQ. 4 532

4 532

T

2' - 6"

F.F.

T

4 532

4' - 0" 4 532

3 532 T

T

T

T

T

T

25'-0" ABOVE F.F.

2 532

7 532

5' - 0"

4 532

12' - 0"

S2 S1 S2 S1 S2 S3 S2 S3 S2 S3 S2 S3 S2 S1 S2 S1 S3 S3 S3 S3 S3 S3 S3 S3

Panel Type SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL SPANDREL

7' - 0" MIN.

Height 12' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 4' - 0" 12' - 0" 4' - 0" 12' - 0" 4' - 0" 12' - 0" 4' - 0" 12' - 0" 8' - 0" 12' - 0" 8' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

Frame Color TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD

VERIFY

Width 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

Frame Materal ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN ALUMN

EQ.

Type Comments W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A W1A

8' - 0"

Height 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

EQ.

Width 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

25'-0" ABOVE F.F.

Mark W1 W1.1 W2 W2.1 W3 W3.1 W4 W4.1 W5 W5.1 W6 W6.1 W7 W7.1 W8 W8.1 W9 W9.1 W10 W10.1 W11 W11.1 W12 W12.1 W13 W13.1 W14 W14.1 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 W81 W82 W83 W84.1 W85 W85.1 W86 W86.1

6

WINDOW SCHEDULE

2 532

project number

project manager project designer

T

F.F.

revisions no.

T: TEMPERED

S1

6 532

1 532

S2

2203005

project architect

date

3/6/23

revision

INITIAL PLAN CHECK

S3

project status

client / project

STOREFRONT SCHEDULE

Autodesk Docs://2203005 CityView - Pecos/CityView Pecos - BLDG E_R22.rvt

Mark AA AA.1 BB BB.1 CC CC.1 DD DD.1 EE EE.1 FF FF.1 GG GG.1 HH HH.1 II JJ KK LL MM NN OO PP

Type

Comments TEMPERED GLASS WHERE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED, EXIT DOOR - PANIC HARDWARE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED, EXIT DOOR - PANIC HARDWARE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED, EXIT DOOR - PANIC HARDWARE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS WHERE REQUIRED, EXIT DOOR - PANIC HARDWARE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION TEMPERED GLASS NWHERE REQUIRED SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION SPANDREL - SEE ENLARGED ELEVATIONS FOR LOCATION

PECOS INDUSTRIAL PARK 7836 E. Germann Rd., Mesa, AZ sheet name

WINDOW SCHEDULE BUILDING E sheet number

A-702 plot date

7/10/2023 5:24:40 PM