MVW Canyon Villas Sales Center Associates Scottsdale,...

Robert M. Coleman III Architect, AIA,

Gary Gilbert Architect, AIA, MBA

Marvin R. Ragland, Jr. Architect, AIA,

Dale M. Songy Architect, AIA,

Joseph Saffiotti Architect, AIA

Wendy Lee Architect, AIA,

Associates

Christopher Haslitt Architect, AIA,

Jonathan Heltz Architect, AIA

Brent Guilbeau Architect, AIA,

Jeffrey M. La Rosa Architect, AIA,

Jennifer Romero Interior Designer, IIDA,

Coleman Partners ARCHITECTS L.L.C.

3377 North Blvd.

Baton Rouge, Louisiana 70806, USA

225.387.4414 TELEPHONE

225.214.5365 FACSMILE

cparch.com WEBISTE

3701 Kirby Drive, Suite 988

Houston, Texas 77098, USA

832.947.1038

935 Gravier St. Suite 830

New Orleans, LA 70112

504.332.3191

April 12, 2019

MVW Canyon Villas Sales Center

Scottsdale, Arizona

Addendum Number One

The following items shall be considered part of the Contract Documents for the above referenced project

and shall take precedence over any conflicting statements contained therein. Revise all other notes,

schedules, details, elevations, sections as required.

General Items

1) Owner’s Responsibility Matrix Refer to attached “Responsibility Matrix” Dated 04/12/19 for updated list of owner supplied

vs contractor supplied and installed items involved on project

2) Add Alternate – 002 revision Contractor shall replace “NOT USED” with “CLOSING ROOM OFFICE ENTRANCES” and

add the following description of Add Alternate 002:

“CONTRACTOR SHALL PROVIDE SEPARATE ADD ALTERNATE PRICING TO

PROVIDE AND INSTALL FRAMELESS ALL-GLASS SLIDING DOORS AND SIDELITES

IN ACCORDANCE WITH SPECIFICATION SECTION 084227 – ALL-GLASS SLIDING

ENTRANCE DOORS IN LIEU OF TYPE “D1” DOORS INDICATED ON SHEET A4.1.

OVERALL UNIT SIZE (7’-6” W x 8’-0” H) AND CLEAR OPENING SIZE OF ACTIVE LEAF

SHALL REMAIN AS INDICATED ON DOOR SCHEDULE. TYPICAL FOR (16) SIX-TEEN

CLOSING ROOM OFFICES.”

3) Add Alternate – 004 revision Contractor shall replace Add Alternate 004 description with the following (revisions in bold

italics):

- Contractor shall provide add alternate pricing for all work shown to complete [(4) FOUR]

covered parking structures shown on West [AND SOUTH] side of new parking area.

Separate pricing shall include all foundation work, pre-engineered metal carport

components, lighting and electrical infrastructure required to complete work”

Architectural Drawings

1) Sheet A1.1 – Site Plan, Parking stall quantities, Covered Parking Locations Refer to attached revised sheet A1.1 noting reduction of 2 parking spaces, and revision to

covered parking spaces on West side of parking lot. An additional pre-manufactured

carport cover has been added over the 6 spaces shown on the South side of parking lot.

2) Sheet A1.2 – Drawing 1 – “Site Detail – Carport Plan” Replace sheet with attached revised sheet A1.2 showing change to covered parking layout.

Note that additional covered parking structure on South side of parking lot shall match

center structure as noted on revised document

3) Sheet A11.1 – Ceiling Plan, net-cam notes Replace keynote “NOTE 16 – 06” at reception area with “NOTE 05 – 11” as follows

“NET CAMERA LOCATION ABOVE CEILING. CONTRACTOR SHALL PROVIDE 2”

DIMAETER OPENING IN CEILING WITH GROMMET AND MISCELLANEOUS

BLOCKING TO INSTALL BRACKET AND CAMERA ABOVE CEILING (BRACKET AND

CAMERA SUPPLIED BY OWNER). COORDNATE CAMERA LOCATION AND REQUIRED

ACCESS HATCH LOCATION WITH OWNER’S SECURITY AND LOW VOLTAGE

INSTALLER. REFER TO TECHNOLOGY PLANS FOR DATA/POWER REQUIREMENTS”

Architectural Specifications

1) Specification Section 057300 – Decorative Metal Railings Stainless Steel Wire Rope noted Article 2.4-A shall be minimum of 3/16” thick.

Landscape Architectural Drawings

Refer to attached revised sheets L2.01 “Landscape Plan A” and L3.01 “Irrigation Plan A” for landscape

and irrigation revisions at Detention Pond / Parking area.

End of Addendum-001

BY: Brent J. Guilbeau, Architect, AIA

Coleman Partners Architects, LLC

Canyon Villas Sales Center - Responsibility Matrix

OS/OI = Owner Supplied / Owner Installed

OS/CI = Owner Supplied / Contractor Installed

CS/CI = Contractor Supplied / Contractor Installed

E/CM = Existing equipment that contractor will be responsible for storage and relocation

Room # Room Name Description Quantity OS/OI OS/CI CS/CI E/CM Remarks / VC comments VC Comments

101 Lobby Undercounter Refrigerator (Right hinge) 1 X Perlick HP 24RS-3-3R

101 Lobby Undercounter Refrigerator (Left hinge) 1 X Perlick HP 24RS-3-3R

101 Lobby Printer 1 X Will sit on credenza behind Reception Desk.

18”w x 29”h x 18”d, need 4” min on all sides

for ventilation

EXISTS - m527 mfp - email sent 04.08.19

with dimensions/specs

102 Kids TV and Mount (42") 1 X Will be smart TV (not IT) - data, power, coax NOT IT - unsure if exists today

104 Open Office Keyfinder - KeyTracer 1 X KTA-2 with 48 positions (32 Fobs + 16 Fobs) NEW - KeyTracer - GC to install bracket

104 Open Office Time Clock 1 X EXISTS - move - GC to install bracket

105 Service Pantry Under Counter Ice Maker (ADA) 1 X Perlick H50IMS-ADR (right hinge)

105 Service Pantry Microwave (countertop) 1 X GE PEB9159SJSS

105 Service Pantry Refrigerator 1 X GE GIE21GSHSS

106 Systems Technology Equipment X Network equipment NEW - network switches/fiber needed

106 Systems Infrastructure for room (racks, outlets, etc) X Requirements for room provided Included in T3.1 drawing

107 Conference TV and Mount (65") 1 X NEW - 65" monitor/OPS Need GC to install bracket - help lift

111 Asst Controller Safe 1 X EXISTS - 700 lbs 39"h x 22"w x 22"d EXISTS - email sent 04.08.19 with

dimensions and pics

114 Copy Printer Station 1 X VC - order stand (if no millwork/cabinet) EXISTS - m577 mfp - need stand if no

millwork/cabinet

120 Operations Copy Machine 1 X m681z mfp color

Plan for NEW (re-confirm prior to order)

120 Operations Mail Racks 2 XSalsbury Data Distribution System Aluminum

Box - 4 Doors

Model # 2404

https://www.mailboxes.com/products/data-

distribution-system-aluminum-box-4-doors/

120a Ops Breakroom Refrigerator 1 X GE GIE21GSHSS

120a Ops Breakroom Coffee Machine 1 X

120a Ops Breakroom Under Counter Micro (Built in) 1 X GE PEM31SFSS

200 Gallery (2) Our World Monitor (86") & Speakers 2 X NEW - (2) Our World = 86" monitor/OPS

200 Gallery (1) Brand Video (65") & Speakers 1 X NEW - (1) Brand Video = 65" monitor/OPS

200 Gallery By the Numbers Monitor (55") 1 X NEW - (1) 55" monitor (confirm orientation) NEW - Need GC to install brackets

200 Gallery SCT Monitor (55") 2 X NEW - (2) 55" monitor NEW - Need GC to install brackets

200c Closet A/V (Muzak) system 1 X

201-216 Closing Offices TV Monitor 16 X 13 closing rooms today - 24" AIO pc NEW - Monitors - SIZE TBD, swivel

tabletop stands

201-216 Closing Offices Dry Erase Board 16 X

220 SE Staging Microwave (Countertop) 2 X GE PEB9159SJSS

220 SE Staging Under Counter Ice Maker (ADA) 1 X Perlick H50IMS-ADL (left hinge)

220 SE Staging Refrigerator 1 X GE GIE21GSHSS

220 SE Staging Coffee Machine 1 X

224 Contracts Safe 1 X NO SAFE WILL BE INSTALLED IN NEW SC NO SAFE EXISTS TODAY

Bathroom Accessories X

ID FF&E X

Wall Graphics by Agency X

101 Reception Desk Gifting - cash lock boxes 1 bank

of 7

X Need to be bolted to the floor.

22"h x 11"w x 24"d

EXISTS - email sent 04.08.19 with

dimensions and requirements

101 Reception Desk Netcam 1 X 1D + power above ceiling - need to install

bracket and cut hole in ceiling with grommet

EXISTS - email sent 04.08.19 with spec

sheet and requirements

1st floor Ceiling WAPS (wireless access points) 10+2 X hard lid = bracket install, ACT = clip on Tbar NEW - need someone to install

2nd floor Ceiling WAPS (wireless access points) 8 X hard lid = bracket install, ACT = clip on Tbar NEW - need someone to install

111 SAFE 101 CASH BOXES - need to determine location 101 - Back Credenza - M527 PRINTER

700 lbs 39"h x 22"w x 22"d

22"h x 11"w x 24"d 18”w x 29”h x 18”d, need 4” min all sides

NEW - Need GC to install brackets, help

lift monitors and install speaker wire

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OPERATIONS

TATUMBOULEVARD

TATUMBOULEVARD

PHASE 6A

EXISTING

DEVELOPMENT

PH

AS

E 6

B

BLDG 2200

BLDG 2100

BLDG 2300

BLDG 2400

BLDG 2500

BLDG 2600 BLDG

2700

BLDG 2800

BLDG 2900

BLDG 3000

BLDG 3100

BLDG 3200

BLDG 3300

EXISTING

DEVELOPMENT

EXISTING

DEVELOPMENT

SALES CENTER AND OPERATIONS BUILDING

LOBBY/ARRIVAL BUILDING

MAINTENANCE/OPERATIONS BUILDING

ENTRY FROM E. MARRIOTT DRIVE

E. PATHFINDER DRIVEGOLF COURSE

GOLF COURSE

FACILITY MASTER PLANMASTERPLAN UPDATE PROVIDED IN ORDER TO INDICATE CURRENT STATUS OF EXISTING AND FUTURE BUILT ENVIRONMENT, PARKING AND UTILTIES ON THE MARRIOTT CANYON VILLAS SITE

A1.11

PROJECT DESCRIPT. - BLDG 2100 (PHASE 6A)

1. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A TWO STORY / 6,000 SF (PER FLOOR) BUSINESS OCCUPANCY BUILDING TO HOUSE OWNER'S SALES GALLERY AND OFFICE SPACE FOR USE IN DAY TO DAY SALES AND MARKETING OF TIMESHARE UNITS.

2. THE BUILDING WILL BE OF TYPE V-B CONSTRUCTION WITH A FULLY OPERATIONAL SPRINKLER SYSTEM

3. BUILDING WILL CONTAIN VERTICAL CIRCULATION IN THE FORM OF TWO INTERIOR STAIRS, ONE EXTERIOR STAIR AND ELEVATOR WITH SHAFT CONTAINED EQUIPMENT (MACHINE ROOM LESS)

4. IN ADDITION TO THE BUILDING, THIS PHASE OF THE PROJECT WILL ALSO INCLUDE A TOTAL OF 44 PARKING STALLS (INCLUDING 26 WITH COVER CANPIES AS SHOWN ON SITE PLAN DETAIL SHEETS) FOR USE OF THE GUEST IN THIS PHASE AND OVERALL PROJECT SITE. THE SITE WORK WILL INCLUDE IDENTIFYING AND CONNECTING TO THE SANITARY, WATER, DRAINAGE AND OTHER UTILITY SYSTEMS LEFT ON THE PREVIOUS PHASE. THIS WORK WILL ALSO INCLUDE A FIRE LANE THAT WILL CONNECT PREVIOUS PHASES WITH PHASE 6, COMPLETING THE REQUIREMENTS SET FORTH BY THE CITY OF PHOENIX. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SCOPE NOTES

SITE DATA - MASTERPLAN

NUMBER OF 2-BEDROOM TIMESHARE UNITS:

• BUILDING 2200 (TYPE 1): 27 UNITS• BUILDING 2300 (TYPE 1): 27 UNITS• BUILDING 2400 (TYPE 3): 21 UNITS• BUILDING 2500 (TYPE 2): 12 UNITS• BUILDING 2600 (TYPE 3): 21 UNITS• BUILDING 2700 (TYPE 4): 21 UNITS• BUILDING 2800 (TYPE 5): 18 UNITS• BUILDING 2900 (TYPE 6): 18 UNITS• BUILDING 3000 (TYPE 6): 18 UNITS• BUILDING 3100 (TYPE 6): 18 UNITS• BUILDING 3200 (TYPE 7): 15 UNITS• BUILDING 3300 (TYPE 8): 24 UNITS

TOTAL TIMESHARE UNITS: 240 UNITS

BUILDING AREAS:

• BUILDING 2200 (TYPE 1): 48,811 SF• BUILDING 2300 (TYPE 1): 48,811 SF• BUILDING 2400 (TYPE 3): 37,933 SF• BUILDING 2500 (TYPE 2): 24,034 SF• BUILDING 2600 (TYPE 3): 37,933 SF• BUILDING 2700 (TYPE 4): 39,136 SF• BUILDING 2800 (TYPE 5): 34,018 SF• BUILDING 2900 (TYPE 6): 32,779 SF• BUILDING 3000 (TYPE 6): 32,779 SF• BUILDING 3100 (TYPE 6): 32,779 SF• BUILDING 3200 (TYPE 7): 27,787 SF• BUILDING 3300 (TYPE 8): 44,416 SF

TOTAL TIMESHARE AREA: 441,216 SF

CENTRAL FACILITY: 6,153 SFOPERATIONS: 6,026 SFPOOL HUT: 202 SFOPERATIONS/SALES GALLERY: 11,861 SF

TOTAL PROJECT AREA: 465,458 SF

LOT SIZE: 21.958 ACRES OR 956,142 SF

BUILDING FOOTPRINT: 163,592 SFCARPORT FOOTPRINT: 46,509 SFTOTAL FOOTPRINT: 210,101 SF OR 4.82 ACRES

LOT COVERAGE: 4.82 ACRES OR 22%

OPEN COURT SPACE: 4.1 ACRES OR 18.6%

DENSITY: 240 UNITS/21.958 ACRES = 11.0 TIMESHARE UNITS PER ACRE

TIMESHARE (TRANSIENT) PARKING REQUIRED:

STANDARD STALLS: 240 STALLS (240 x 1.0)GUEST STALLS: 120 STALLS (240 x 0.5)ACCESSIBLE STALLS: 8 STALLS (301 to 400)TOTAL PARKING: 368 STALLS

SALES CENTER (MERCHANTILE) PARKING REQUIRED

STANDARD STALLS: 40 STALLS (9.5x18)ACCESSIBLE STALLS: 2 STALLS (25 TO 50)TOTAL PARKING: 42 STALLS

PARKING PROVIDEDSTANDARD STALLS: 345 STALLS (9x18)GUEST STALLS: 126 STALLS (9x18)LARGER (SALES CENTER BLDG) 40 SPACES (9.5x18)ACCESSIBLE STALLS: 17 STALLS (11x18)TOTAL PARKING: 528 STALLS

TURN AROUND STALLS: 2 STALLS

COVERED PARKING:STANDARD STALLS: 260 STALLS OR 48.2%ACCESSIBLE STALLS: 11 STALLS OR 68.8 %TOTAL PARKING: 277 STALLS OR 49.9%

ASSOCIATE PARKINGSTANDARD STALLS: 22 STALLSACCESSIBLE STALLS: 1 STALLTOTAL PARKING: 23 STALLS

GOLF-CART PARKING: 24 STALLS

APPLICANT/OWNER: MARRIOTT VACATIONS WORLDWIDE (MVW)

VICE PRESIDENT

6649 WESTWOOD BLVDORLANDO, FLORIDA 32821(407) 513-6641

PROJECT DESCRIPTION

THE PROJECT ENTRY IS FROM PATHFINDER DRIVE BY WAY OF A WINDING ROAD ACROSS THE DESERT RIDGE GOLF COURSE. AHEAD IS THE LOBBY/ARRIVAL BUILDING WITH A PORTE COCHERE IN FRONT AND A LARGE ACTIVE POOL COURT IN THE REAR. FOUR ADDITIONAL COURTS EXTEND NORTH AND SOUTH ALONG THE GOLF BOUNDARY. THE TYPICAL 3-STORY TIMESHARE BUILDINGS ARE ARRANGED TO EITHER LINE THE COURTS OR FACE THE GOLF COURSE DIRECTLY, GIVING VARIOUS SHORT AND LONG VIEWS FROM ALL UNITS. THE REAR AND SIDE PERIMETERS OF THE PROJECT ARE SCREENED FROM THE NEIGHBORING RESIDENTIAL USE BY A 20 FOOT CONTINUOUS LANDSCAPE BUFFER. THE OPERATIONAL BUILDING IS DESCREETLY LOCATED IN THE NORTHWEST CORNER WITH A SEPARATE SERVICE ACCESS FROM TATUM BOULEVARD. TWO STORY SALES CENTER GALLERY IS LOCATED IN SOUTHWEST CORNER OF THE SITE, DESIGNED TO COMPLIMENT THE ARCHITECTURAL EXPRESSION OF THE ENTIRE CAMPUS, WHICH IS A CONTEMPORARY DESERT STYLE, COMPATIBLE WITH THE NEARBY MARRIOTT DESERT RIDGE RESORT

LEGAL DESCRIPTIONLOT 16, DESERT RIDGE SUPERBLOCK 7/4,PHASE 1, BOOK 383 OF MAPS, PAGE 1, M.C.R.,RECORDED 02/03/1995

ZONING: 4.M/H, R-3A PRD, PER Z-134-95

PROPOSED USE: TIMESHARE

CURRENT PHASE

MVW CANYON VILLAS - SALES CENTER

SALES CENTER: (BLDG 2200 - PHASE 6A)

USE & OCCUPANCY CLASSIFICATION: BUSINESS - B

CONSTRUCTION TYPE: V-B (FULLY SPRINKLERED)

NO. OF STORIES: 2BUILDING HEIGHT: 25'-9" (ROOF BEARING)BUILDING AREA:

LEVEL 1: 6,135 SF (GROSS)LEVEL 2: 5,726 SF (GROSS)

TOTAL SF: 11,861 SF (GROSS)

SPRINKER: YES

FIRE ALARM: YESEMERGENCY LIGHTING: YES

No. OF EXITS REQUIRED/PROVIDED: 2 / 3

CODES USED:

INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITIONLIFE SAFETY CODE, NFPA 101 - 2018 EDITION

PROJECT USE DESCRIPTION:

NEW CONSTRUCTION - TWO STORY WOOD-FRAMED BUSINESS / MERCANTILE OCCUPANCY BUILDING TO HOUSE LOCAL ON-SITE SALES AND OPERATIONS STAFF. INTERIOR ENVIRONMENT WILL CONSIST OF SEVERAL OFFICES, LOBBY AND GALLERY AREAS DESIGNED FOR RECEPTION AND MARKETING TOWARDS NEW TENANTS AND VISITORS FOR LARGE SCALE TIME SHARE DEVELOPMENT.

SETBACKS:

20 FEET MINIMUM AT STREET15 FEET MINIMUM AT PROPERTY LINES

MVW CANYON VILLAS5220 E Marriott DrivePhoenix, AZ 85054

PARKING CALCULATIONS - PHASE 6A

TOTAL SF: 11,861

PARKING SPACES REQ: 40PARKING SPACES SHOWN: 42

ADA SPACES REQ: 2ADA SPACES SHOWN: 2

ALL SPACES INDICATED SHOWN STANDARD SIZE FOR

BUSINESS/MERCANTILE OCCUPANCY @ 9.5'x18'

PER CITY ORDINANCE #702:

TYPE OF LAND USE: BUSINESS/MERCANTILEREQUIRED PARKING: 1 SPACE PER 300 SF FLOOR AREA

HEIGHT AND AREA CALCS (PHASE 6A)

ALLOWABLE BUILDING HEIGHT & FLOOR AREAS PER IBC 2018 - SECTION 504 & 506

HEIGHT

FROM TABLE 504.3 - "ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE":

FOR BUSINESS OCCUPANCY BUILDINGS (B) OF TYPE VB CONSTRUCTION: 40 FEET (NON SPRINKLERED) / 60 FEET (SPRINKLERED)

FROM TABLE 504.4 - "ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE"

BUSINESS OCCUPANCY (B) OF TYPE VB CONSTRUCTION: 2 STORIES (NON SPRINKLERED) / 3 STORIES (SPRINKLERED)

AREA

FROM TABLE 506.2 - "ALLOWABLE AREA FACTOR IN SQUARE FEET":

TYPE VB "B" BUILDING WITHOUT SPRINKLER SYTEM: 9,000 (At)

INCREASE CALCULATION IN ACCORDANCE WITH EQUATION 5-1 (SINGLE OCCUPANT, SINGLE FLOOR ABOVE GRADE PLANE):

Aa = [At + (NS x If)] x Sa

Aa = [9,000 + (9,000 x 0.5)] x 2Aa = [9,000 + 4,500] x 2

Aa = 13,500 x 2Aa = 27,000

W = (L1 x w1 + L2 x w2 + L3 x w3...)/F

W = (160x20 + 41x20 + 160x20 + 41x20)/402W = (3200+820+3200+820)/402

W = (8040)/402W = 20

FRONTAGE INCREASE MINIMUM (EQUATION 5-4):

SINGLE FLOOR MAX:

TOTAL MAX:

TYPE VB

If = [F/P - 0.25]W/30

If = [402/402 - 0.25]20/30If = 0.5

FRONTAGE INCREASE PER EQUATION 5-5:

GENERAL PROJECT NOTES

1. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE FACE OF STUD, UNLESS NOTED OTHERWISE

2. ALL WORK SHALL CONFORM WITH CURRENT APPLICABLE BUILDING AND ZONING CODES AND ORDINANCES, ADAAG, BUILDING OWNER RULES AND REGULATIONS, FIRE DEPARTMENT REGULATIONS, INDUSTRY STANDARDS AND MANUFACTURER'S SPECIFICATIONS

3. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS STANDARDS AND RECOMMENDATIONS.

4. CONFLICTS OR DISCREPANCIES WITH THE BUILDING CODE NOTED BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO THE INSTALLATION OF RELATED WORK

5. GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF THE WORK.

6. CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL UTILITY SERVICES AND COORDINATE AS REQUIRED FOR CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH PROVIDED DRAWINGS IN WRITING PRIOR TO INSTALLATION OF THE WORK.

7. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL DRAIN PIPING, DOORWAYS AND VENTILATION OPENINGS SO AS NOT TO INTERFERE WITH THE LOCATIONS OF ARCHITECTURAL FINISH ITEMS INDICATED IN THE DRAWINGS. NOTIFY ARCHITECT OF POTENTIAL CONFLICTS IN WRITING IMMEDIATELY UPON DISCOVERY

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES

9. ALL SITE INFORMATION CONTAINED WITHIN THIS SET IS RELATIVE TO THE LATEST EXISTING CONDITION DOCUMENTS MADE AVAILABLE TO THE ARCHITECT, AND IS GIVEN AS THE BEST PRESENT UNDERSTANDING, BUT WITHOUT GUARANTEE OF ACCURACY.

10. GENERAL CONTRACTOR SHALL PROVIDE NECESSARY STUDS, BLOCKING AND FRAMING SUPPORTS IN PARTITIONS AND IN CEILINGS FOR THE ANCHORING AND INSTALLATION OF ALL LIGHT FIXTURES AND OTHER CEILING MOUNTED INSTALLATIONS, EITHER CONTRACTOR PROVIDED, OR OWNER PROVIDED

11. CONTRACTOR SHALL PERFORM ALL WORK WITH MINIMAL DISTURBANCE TO NEIGHBORING CONSTRUCTION BELONGING TO THE OWNER OR OTHERWISE. COORDINATE TIMING OF HIGH VOLUME ACTIVITIES AND EQUIPMENT WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION

12. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY ARCHITECT, OWNER AND CONSULTANT TEAM PRIOR TO CONSTRUCTION

13. GENERAL CONTRACTOR SHALL PROTECT WORK OF OTHER TRADES SO THAT PRE-FINISHED SURFACES, OR SURFACES TO BE FINISHED AT A LATER DATE, ARE NOT DAMAGED.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS REQUIRED TO CORRECT DAMAGE TO EXISTING FACILITIES AS A RESULT OF CONSTRUCTION RELATED ACTIVITIES

15. ALL WORK SHALL BE GUARANTEED BY GENERAL CONTRACTOR OR SUBCONTRACTOR FOR A PERIOD OF ONE YEAR AGAINST FAULTY MATERIALS AND/OR POOR WORKMANSHIP. WARRANTY PERIOD SHALL COMMENCE UPON ISSUANCE OF FINAL COMPLETION DOCUMENTATION

16. ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND THOROUGHLY KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES AND SHALL HAVE PROPER EVIDENCE OF LIABILITY INSURANCE AND LOCAL LICENSE UNLESS NOTED OTHERWISE

17. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR MUST SUBMIT AS-BUILT DRAWINGS FOR ALL TRADES TO THE CONSTRUCTION MANAGER OF THE BUILDING PROPERTY PRIOR TO FINAL PAYMENT

18. GENERAL CONTRACTOR SHALL COORDINATE AND ASSURE ALL CLEARANCES REQUIRED FOR CEILING TYPES, LIGHT FIXTURES, PLUMBING, STRUCTURAL, HVAC, FIRE PROTECTION, ETC... PRIOR TO INSTALLATION. SUBMIT COORDINATED SHOP DRAWINGS FOR ARCHITECTS APPROVAL

19. ALL HARDWARE AND RELATED SECURITY DEVICES SHALL BE COORDINATED FOR DESIGN INTENT BY THE GENERAL CONTRACTOR AND SUBMITTED FOR ARCHITECTS REVIEW PRIOR TO INSTALLATION

20. GENERAL CONTRACTOR SHALL COORDINATE WITH TENANT COMMUNICATIONS, COMPUTER, AND ALL RELATED CONSULTANTS FOR INSTALLATION OF THEIR WORK. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, CONDUIT, CORING, ACCESS PANELS, ETC...AS REQUIRED

21. PROVIDE SEISMIC BRACING FOR ALL WATER HEATERS

GENERAL NOTES - BUILDING 2100

1. ALL GYPSUM BOARD TEXTURE SHALL BE LIGHT TEXTURE, PROVIDE SAMPLES FOR APPROVAL. SEE PROJECT SPECIFICATIONS

2. ALL WATER CLOSETS SHALL BE INSTALLED WITHIN CLEARANCES DICTATED BY ADAAG 2010, FIG. 604.2: 16" MINIMUM - 18" MAXIMUM FROM WALL TO CENTERLINE OF WATER CLOSET

3. ALIGN CARPET REDUCER AT CHANGES IN FLOOR MATERIALS WITH CENTERLINE OF DOORS, UNLESS NOTED OTHERWISE

4. ALL OUTSIDE CORNERS ON WALLS AND SOFFITS SHALL RECEIVE SQUARE GYPSUM BOARD CORNERBEAD

5. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF CONTROLS LOCATED NO HIGHER THAN 48" AND NO LOWER THAN 15" ABOVE FINISH FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44". OBSTRUCTIONS LOCATED BELOW A CONTROL SHALL NOT EXTEND MORE THAN 25" FROM THE WALL

6. TYPICAL OUTLET MOUNTING HEIGHT AT COUNTERS, INCLUDING REFRIGERATOR, SHALL BE 43" AFF, UNLESS OTHERWISE NOTED. VERIFY OUTLET LOCATIONS FOR ALL APPLIANCES WITH MANUFACTURER

7. TYPICAL OUTLET HEIGHT AT BATHROOM COUNTERS: 42" AFF, UNLESS NOTED OTHERWISE

8. ALL INTERIOR DOORS SHALL HAVE A MINIMUM 18" CLEAR AT STRIKE SIDE AND 60" DEEP CLEARANCE IN DIRECTION OF DOOR SWING AND ALL EXTERIOR DOORS SHALL HAVE A MINIMUM 24" CLEAR AT STRIKE SIDE AND 60" DEEP CLEARANCE IN DIRECTION OF DOOR SWING IN ACCORDANCE WITH IBC / ADAAG

9. ALL SELF-CLOSING DOORS AND LATCHING DOORS SHALL HAVE A MINIMUM OF 12" CLEAR AT STRIKE SIDE (PUSH SIDE) AND 48" CLEAR ON SIDE OPPOSITE SWING OF DOOR PER IBC / ADAAG

10. ALL EXTERIOR WALLS SHALL BE INSULATED WITH R-19 BATT INSULATION. ALL FLOOR/CEILING ASSEMBLIES SHALL BE INSULATED WITH R-19 BATT INSULATION. ALL ATTIC SPACES SHALL BE INSULATED WITH R-30 INSULATION

11. PROVIDE EXTERIOR BUILDING SIGNAGE, INCLUDING BUT NOT LIMITED TO ENTRY DOOR IDENTIFICATION SIGNAGE, BUILDING ADDRESS SIGNAGE, AND EMERGENCY EVACUATION SIGNAGE TO MATCH EXISTING FROM PREVIOUS PHASES. COORDINATE REQUIREMENTS WITH OWNER

12. STRUCTURAL GUARDRAIL CONSTRUCTION DETAILS AND CALCULATIONS (CAPABLE OF RESISTING A 250 P.L.F. HORIZONTAL LOAD PERPENDICULAR TO THE TOP RAIL) SHALL BE SUBMITTED WITH SHOP DRAWINGS

ADD ALTERNATES

ADD ALTERNATE #001: SALES GALLERY CLOUD

IN LIEU OF ACT-1 CLOUD IN SALES GALLERY, CONTRACTOR SHALL PROVIDE SUSPENDED GRID WITH WOOD SLAT CEILING (WD-2) NOTED AS "ADD ALTERNATE #001"

ADD ALTERNATE #002: CLOSING ROOM OFFICE ENTRANCES

CONTRACTOR SHALL PROVIDE SEPARATE ADD ALTERNATE PRICING TO PROVIDE AND INSTALL FRAMELESS ALL-GLASS SLIDING DOORS AND SIDELITES IN ACCORDANCE WITH SPECIFICATION SECTION 084227 – ALL-GLASS SLIDING ENTRANCE DOORS IN LIEU OF TYPE “D1” DOORS INDICATED ON SHEET A4.1. OVERALL UNIT SIZE (7’-6” W x 8’-0” H) AND CLEAR OPENING SIZE OF ACTIVE LEAF SHALL REMAIN AS INDICATED ON DOOR SCHEDULE. TYPICAL FOR (16) SIX-TEEN CLOSING ROOM OFFICES

ADD ALTERNATE #003: EASTERN PATIO HARDSCAPE

CONTRACTOR SHALL PROVIDE SEPARATE ADD ALTERNATE PRICING FOR ALL HARDSCAPE ON EASTERN PATIO, INCLUDING ELEVATED WALL, DECORATIVE LIGHTING AND UTILITES AS SHOWN ON LANDSCAPE AND UTILITY PLANS

ADD ALTERNATE #004: COVERED PARKING STRUCTURES

CONTRACTOR SHALL PROVIDE ADD ALTERNATE PRICING FOR ALL WORK SHOWN TO COMPLETE (4) FOUR COVERED PARKING STRUCTURES SHOWN ON WEST AND SOUTH SIDE OF NEW PARKING AREA. SEPARATE PRICING SHALL INCLUDE ALL FOUNDATION WORK, PRE-ENGINEERED METAL CARPORT COMPONENTS, LIGHTING AND ELECTRICAL INFRASTRUCTURE REQUIRED TO COMPLETE WORK

DRAWING KEYNOTING SYSTEM

A KEYNOTING SYSTEM IS USED ON THE DRAWINGS FOR MATERIALS, REFERENCES AND NOTES. REFER TO THE MATERIAL KEYNOTE LEGEND ON THE DRAWING FOR THE INFORMATION WHICH RELATES TO EACH KEYNOTE SYMBOL ON THE RESPECTIVE DRAWING.

EACH KEYNOTE SYMBOL CONSISTS OF A 6 DIGIT NUMBER FOLLOWED BY A DASH AND LETTER & NUMBER SUFFIX (FOR EXAMPLE, 054000 - A1). THE 6 DIGIT NUMBER RELATES TO THE SPECIFICATION SECTION WHICH GENERALLY COVERS THE ITEM THAT IS REFERENCED AND THE LETTER / NUMBER SUFFIX COMBINED WITH THE 6 DIGIT NUMBER AND DASH CREATES A KEYNOTE SYMBOL WHICH IDENTIFIES THE SPECIFIC REFERENCE NOTATION USED ON THE DRAWING. THE LETTER SUFFIX DOES NOT RELATE TO ANY CORRESPONDING REFERENCE LETTER IN THE SPECIFICATION OR THE CUT SHEET MANUAL.

THE ORGANIZATION OF THE KEYNOTING SYSTEM ON THE DRAWINGS, WITH THE KEYNOTE REFERENCE NUMBERS RELATED TO THE SPECIFICATION SECTIONS NUMBERING SYSTEM, SHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.

PLEASE NOTE THAT KEYNOTE NUMBERS ARE NOT ALL CONSECUTIVE FOR THIS PROJECT. THERE MAY BE NUMBERS AND LETTERS THAT ARE SKIPPED - THIS IS INTENTIONAL AND DOES NOT REFLECT A MISSING KEYNOTE OR REFERENCE.

C O L E M A N P A R T N E R S

THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS

PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE

INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE

SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS

OTHERWISE PROVIDED, THE ARCHITECT SHALL BE DEEMED

THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN

ALL COMMON LAW, STATUTORY AND OTHER RESERVED

RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE

ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER

DOCUMENTS FOR INFORMATION AND REFERENCE IN

CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF

THE PROJECT. THE ARCHITECT'S DRAWINGS,

SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE

USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,

FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF

THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT IS

ADJUDGED TO BE IN DEFAULT UNDER THIS AGREEMENT,

EXCEPT BY AGREEMENT IN WRITING AND WITH

APPROPRIATE COMPENSATION TO THE ARCHITECT.

Project Number:

Date:

Project Architect:

of

COLEMAN PARTNERSARCHITECTS, LLC

www.cparch.com

MICHAEL BAKER INTERNATIONALCIVIL ENGINEERING

OTAKLANDSCAPE ARCHITECTURE

INNOVATIVE STRUCTURALSTRUCTURAL ENGINEERING

SALAS O'BRIENMEP ENGINEERING

3377 North BlvdBaton Rouge, LA 70806

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PROJECTINFORMATION

I1.1

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1" = 100'-0"1OVERALL SITE PLAN

N

1

1

BLDG. 2300

FF=1628.00

20'

T

E

III

III

II

W

JB

EO

EO

EO

EO

44

SP

AC

ES

PREVIOUS CONSTRUCTION

PHASE 6A

PHASE 6B

PHASE 6APREVIOUS CONSTRUCTION

FUTURE CONSTRUCTION

FUTURE PHASE 6B (GUEST UNIT BUILDING). PORTIONS OF

INFRASTRUCTURE TO BE INCLUDED IN 6A CONTRACT. REFER TO CIVIL

ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION

EXISTING VILLAS BUILDINGFF = 28.00

EXISTING VILLAS BUILDING

EXISTING GUEST UNIT BUILDING

EX

IST

ING

PA

RK

ING

A

ND

FIR

E L

AN

EE

XIS

TIN

G P

AR

KIN

G

AN

D F

IRE

LA

NE

EXISTING COMPACTED EARTH FIRE LANE

NEW PARKING AND FIRE LANE

PHASE 6APHASE 6B

FUTURE "VILLAS" -GUEST UNIT

BUILDING(PHASE 6B)

NEW SALES CENTER BUILDING - 12,000 SF

(APPROXIMATE)FF=28.00

A2.11

LIMITS OF 6A CONSTRUCTION

NEW PAINTED STEEL PERGOLA @ ENTRANCE.SEE 3D DRAWING THIS SHEET

EXTERIOR PATIORE: LANDSCAPE DRAWINGS

ADD ALTERNATE 004 (COVERED PARKING)

NEW PRE-ENGINEERED COVERED PARKING STRUCTURE TO MATCH EXISTING (TYPICAL FOR THREE BAYS)

NEW SALES CENTER MONUMENT SIGNAGERE: SITE DETAILS

FIRE DEPARTMENT SPRINKLER CONNECTIONRE: FIRE PROTECTION DRAWINGS

6A

6A

PROPERTY LINERE: CIVIL DRAWINGS

NEW UNDERGROUND UTILITY INFRASTRUCTURE

RE: CIVIL DRAWINGS

NEW PERMEABLE SURFACE FIRE LANE OVER COMPACTED EARTH.

RE: CIVIL DRAWINGS

NEW DRIVE AND PARKING STALLSRE: CIVIL DRAWINGS

NEW RETENTION AREARE: CIVIL DRAWINGS

NEW DRIVEWAY AND PARKING STALLS

RE: CIVIL DRAWINGS

NEW SIDEWALKS AND LANDSCAPINGRE: LANDSCAPE ARCHITECTURE DRAWINGS 1

03' -

4"

323123 - A1

323113 - A2

323113 - A1

DE

CO

RA

TIV

E M

ET

AL F

EN

CE

174' -

8"

(VO

J)

SITE PERIMETER CHAIN LINK FENCE FROM SOUTHERN PROPERTY LINE TO EXISTING

PHASE 5 BOUNDARY FENCE. COORDINATE FINAL LOCATION WITH OWNER

(E) PROPERTY EASEMENTRE: CIVIL DRAWINGS

RE-ALIGN DRIVEWAY TO ACCOMMODATE FIRE LANE AS SHOWN ON CIVIL DOCUMENTS

ACCESSIBLE PATH SHOWN DASHEDTYPICAL

@ 6

" F

RO

M P

RO

PE

RT

Y L

INE

FE

NC

E L

I NE

FE

NC

E L

I NE

FENCE LINE

FENCE LINE

FE

NC

E L

INE

(EX

IST

ING

)F

EN

CE

LIN

E(E

XIS

TIN

G)

NEW UNDERGROUND UTILITY INFRASTRUCTURE

RE: CIVIL DRAWINGS

FE

NC

E L

INE

FENCE LINE

TO EXIST. CURB

27' - 6"

PARKING LOGS SHALL BE INSTALLED AT SPACES AJACENT TO FENCING

RE: CIVIL DRAWINGS

1

1

ADD ALTERNATE 004 (COVERED PARKING)

NEW PRE-ENGINEERED COVERED PARKING STRUCTURE TO MATCH EXISTING

(TYPICAL FOR FOUR BAYS)

1

GENERAL NOTES - SITE

1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES. THIS PROJECT IS LOCATED IN THE CITY OF PHOENIX WATER SERVICES AREA AND HAS BEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY

2. ALL NEW OR REPLACED UTILITIES WILL BE PLACED UNDERGROUND

3. ANY LIGHTING WILL BE PLACES SO AS TO DIRECT LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NO NOISE, ODOR, OR VIBRATION SHALL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE AREA OUTSIDE OF THE SITE

4. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS OF WAY SHALL HAVE THE RESPONSIBILITIES FOR MAINTAINING ALL LANDSCAPING LOCATED WITHIN THE RIGHTS-OF-WAY, IN ACCORDANCE WITH APPROVED PLANS.

5. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTERS, AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO PUBLIC STREETS

6. ON OR ADJACENT TO EVERY PRIMARY PUBLIC ENTRANCE AND EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SIGN OF ACCESSIBILITY. SIGNS SHALL INDICATE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH REQUIREMENTS IN CHAPTER 11 OF THE 2018 IBC

7. CONTRACTOR IS REQUIRED TO WALK THE EXISTING ROADS, CURBS AND SIDEWALKS PRIOR TO STARTING CONSTRUCTION TO DETERMINE QUALITY OF EXISTING INFRASTRUCTURE. ALL DAMAGED BEYOND INITIAL FINDINGS AS A RESULT OF CONSTRUCTION RELATED ACTIVITY SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE




GENERAL NOTES - CARPORTS (ADD ALT #4)

NOTE: ALL CARPORT WORK INTENDED TO MATCH EXISTING FACILITIES ON PREVIOUS PHASES. WORK RELATED TO CARPORT CONSTRUCTION SHALL BE EXECUTED VIA DESIGN/BUILD CONTRACT COORDINATED BY THE GENERAL CONTRACTOR. VERIFY ALL MATERIALS AND DIMENSIONS ON SITE AND SUBMIT CALCULATIONS & DRAWINGS FOR REVIEW PER SPECIFICATIONS.

ALL DESIGN WORK SHOWN IS BASED ON EXISTING DRAWINGS MADE AVAILABLE TO DESIGN TEAM. CONTRACTOR SHALL VERIFY ALL MATERIALS AND CONSTRUCTION IN FIELD PRIOR TO CONSTRUCTION

5"

5"

2' -

6"

3' - 6"

3' - 3"

3' -

4"

4 1

/2"

1 3

/4"

7"

1' -

11"

SIGN MESSAGE BOARD(COORDINATE WITH

OWNER'S SIGN COMPANY

CONCRETE SIGN BASE WITH 3/4" CHAMFERED CORNERS. SANDED FINISH TO MATCH PERGOLA COLUMNS

1/8" ALUMINUM PAINTED. MOUNTED IN 1" x 2" x 1/8" ALUMINUM TUBE OUTER FRAME

1" x 1" x 1/8" ALUMINUM TUBE FRAME WITH MITERED AND WELDED CORNERS (TYP)

DESIGN APPLIED TO BOTH SIDES OF SIGN

GENERAL MONUMENT SIGN NOTE:

SIGN BASED ON PREVIOUS PHASE SIGNAGE CREATED BY SMITHCRAFT ARCHITECTURAL SIGNS

SMITHCRAFT CONTACT:KENT GRANTHAMSMITHCRAFT ARCHITECTURAL3643 SOUTH 7TH STREETPHOENIX, AZ 85040TEL: 602.268.1349

REFER TO SPECIFICATION SECTION 101420 FOR ADDITIONAL SIGNAGE NOTES AND REQUIREMENTS

CONCRETE SIGN FOUNDATION

323123 - B3

323123 - C1

5' -

0"

4"

3' -

8 1

/2"

11 1

/2"

323123 - B2

323123 - B1

323123 - B3

4" MAX

TYP SPACING = 8'-0"





















Project Number:

Date:

Project Architect:

of


www.cparch.com






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SITE PLAN -ARCHITECTURAL

A1.1

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1" = 30'-0"1ARCHITECTURAL SITE PLAN

N

SHEET NOTES

1. SEE LANDSCAPE SITE PLANS FOR ALL PLANS OF PAVING, PLANTING, HARDSCAPE, SIDEWALK, ETC...AT ALL SIDES OF BUILDING

2. SEE LOCATION OF PROJECT LIMITS AND CONSTRUCTION FENCE AS NOTED ON PLAN

3. TEMPORARY PROJECT FENCING: PROVIDE MINIMUM OF 6'-0" HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCE AT ALL SIDES OF PROJECT. 6'-0" HIGH GATES TO BE LOCATED AT CONTRACTORS DIGRESSION

4. VERIFY ALL DIMENSIONS FROM PROPERTY LINES TO BUILDING WITH CIVIL DRAWINGS

5. THE PATH OF ACCESSIBLE TRAVEL, INDICATED BY A DASHED LINE, INCLUDES THE FOLLOWING FEATURES: SEE GENERAL ACCESSIBILITY SHEETS AND LIFE SAFETY PLAN FOR ADDITIONAL INFORMATION

A. WIDTH OF MINIMUM 48 INCHES

B. MAX. LEVEL CHANGE OF 1/2" WITH BEVELED OR SLOPED ANGLE

C. SURFACE TO BE SLIP RESISTANT

D. CROSS SLOPES SHALL NOT EXCEED 2% (SEE LANDSCAPE DRAWINGS)

E. LEVEL LANDINGS AT DOORS TO COMPLY WITH ADA AND ANSI A117

F. 6" MINIMUM HIGH WARNING CURBS SHALL BE PROVIDED FOR ANY ABRUPT LEVEL CHANGES EXCEPT FOR ADJACENT STREET OR DRIVEWAY

G. OBSTRUCTIONS LOCATED OVER THE WALK TO HAVE A MINIMUM 80" HEADROOM CLEARANCE

H. THE DIMENSIONS OF PROTRUDING OBJECTS SHALL COMPLY WITH ADA REFERENCE REGULATION 4.4

I. SEE CIVIL DRAWINGS FOR DESIGNATED FLOOD PLAIN(S) AT THIS SITE

1" = 1'-0"2MONUMENT SIGN

MATERIAL KEYNOTES

323113 - A1 POLYMER-COATED GALVANIZED STEEL CHAINLINK FENCING AND POSTS.

323113 - A2 POLYMER-COATED GALVANIZED STEEL CHAINLINK SINGLE GATE - 72" WIDE (X2) WITHMAGNETIC SAFETY LATCH/LOCK

323123 - A1 60" HIGH PAINTED STEEL ORNAMENTALFENCE SYSTEM EQUAL TO AMERISTARFENCING PRODUCT'S AEGIS PLUS GENESIS(VERIFY MATCHES EXISTING ON SITE)

323123 - B1 2.5" X 2.5" X 12 GAUGE STEEL POSTS, WITHSTANDARD POST CAP

323123 - B2 3/4" SQUARE, 17 GAUGE STEEL TUBE PICKETS

323123 - B3 1-1/2" CROSS SECTION, DOUBLE WALLEDU-CHANNEL RAILS

323123 - C1 1'-0" DIAMETER CONCRETE BASE. 3000 PSICONCRETE, MIN

1/2" = 1'-0"3DECORATIVE FENCE - ELEVATION

A1.22

2'-10"

20' -

6"

48' - 6"

10' - 0" 28' - 6" 10' - 0"10' - 0" 19' - 0" 19' - 0" 10' - 0"

58' - 0"

10' - 0" 19' - 0" 16' - 0"

PAINTED ADA CROSSWALKRE: CIVIL DRAWINGS

A1.22

A1.22

TYPICAL STALL DIMENSIONS = 9.5' x 18'RE: CIVIL DRAWINGS

A1.23

LINE OF CANOPY ABOVE(TYPICAL)

LINE OF CANOPY ABOVE(TYPICAL)

A1.23

A1.23

CURB AND GUTTERRE: CIVIL DRAWINGS

ADD ALTERNATE #004 NOTE:ALL WORK REQUIRED TO COMPLETE (4) FOUR COVERED PARKING CANOPIES AND ASSOCIATED UTILITY AND FOUNDATION WORK SHALL BE PRICED AS A SEPARATE ADD ALTERNATE. SEE FULL ADD ALTERNATE DESCRIPTIONS

45' - 0"

NOTE: PARKING COVER FOR 6 SPACES SHOWN ON SOUTH PORTION OF PARKING LOT SIMILAR TO 58'-0" COVER DETAILE BELOW. REFER TO OVERALL SITE PLAN (1A1.1) FOR LOCATION

1

1

1

1/8" MIN

SLOPE TO DRAIN

6' - 10" 6' - 10" 6' - 10"

20' - 6"

NOTE 03 - 01

NOTE 03 - 04

NOTE 03 - 03NOTE 03 - 03NOTE 03 - 03NOTE 03 - 05

NOTE 03 - 02

1' - 0" 2' - 10"

RE: CIVIL DRAWINGS

18' - 0" STALL DEPTH

8' -

8"

MIN

IMU

M

1'-7"

10"

1'-2"

10"

1'-2"

10"

1'-2"

1'-1"

10" 1'-2" 10"

NOTE 02 - 02

NOTE 02 - 05

A1.24

ADD ALTERNATE 004

GENERAL NOTES - SITE

1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES. THIS PROJECT IS LOCATED IN THE CITY OF PHOENIX WATER SERVICES AREA AND HAS BEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY

2. ALL NEW OR REPLACED UTILITIES WILL BE PLACED UNDERGROUND

3. ANY LIGHTING WILL BE PLACES SO AS TO DIRECT LIGHT AWAY FROM ADJACENT RESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTY LINE. NO NOISE, ODOR, OR VIBRATION SHALL BE EMITTED AT ANY LEVEL EXCEEDING THE GENERAL LEVEL OF NOISE, ODOR OR VIBRATION EMITTED BY USES IN THE AREA OUTSIDE OF THE SITE

4. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS OF WAY SHALL HAVE THE RESPONSIBILITIES FOR MAINTAINING ALL LANDSCAPING LOCATED WITHIN THE RIGHTS-OF-WAY, IN ACCORDANCE WITH APPROVED PLANS.

5. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADING DOCKS, TRANSFORMERS, BACKFLOW PREVENTERS, AND OTHER MECHANICAL OR ELECTRICAL EQUIPMENT FROM EYE LEVEL ADJACENT TO PUBLIC STREETS

6. ON OR ADJACENT TO EVERY PRIMARY PUBLIC ENTRANCE AND EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SIGN OF ACCESSIBILITY. SIGNS SHALL INDICATE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH REQUIREMENTS IN CHAPTER 11 OF THE 2018 IBC

7. CONTRACTOR IS REQUIRED TO WALK THE EXISTING ROADS, CURBS AND SIDEWALKS PRIOR TO STARTING CONSTRUCTION TO DETERMINE QUALITY OF EXISTING INFRASTRUCTURE. ALL DAMAGED BEYOND INITIAL FINDINGS AS A RESULT OF CONSTRUCTION RELATED ACTIVITY SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE




GENERAL NOTES - CARPORTS (ADD ALT #4)

NOTE: ALL CARPORT WORK INTENDED TO MATCH EXISTING FACILITIES ON PREVIOUS PHASES. WORK RELATED TO CARPORT CONSTRUCTION SHALL BE EXECUTED VIA DESIGN/BUILD CONTRACT COORDINATED BY THE GENERAL CONTRACTOR. VERIFY ALL MATERIALS AND DIMENSIONS ON SITE AND SUBMIT CALCULATIONS & DRAWINGS FOR REVIEW PER SPECIFICATIONS.

ALL DESIGN WORK SHOWN IS BASED ON EXISTING DRAWINGS MADE AVAILABLE TO DESIGN TEAM. CONTRACTOR SHALL VERIFY ALL MATERIALS AND CONSTRUCTION IN FIELD PRIOR TO CONSTRUCTION

6" 6"

10"

1' -

2"

10"

4 1/2"

2' -

10"

6"

LINE OF FOUNDATION BELOW

(FOOTINGS BY CARPORT DESIGNER)

DOUBLE 'C' SECTION BUILT UP COLUMNS

ADD ALTERNATE 004

2" 10" 2"

2"

10"

2"

ELECTRICAL BOX

'C' SECTION POSTS

SHEET METAL FRAME AND BOX AT TOP OF FIXTURE. FINISHED TO MATCH POSTS

WIRE GRID TO MATCH EXISTING

3" DEEP LIGHT FIXTURE MOUNTED AT CENTERLINE OF SPACE

NOTES TYPICAL FOR BOTH SIDES OF FIXTURE

ACRYLIC COVER AND PAINTED FRAME TO MATCH EXISTING

ADD ALTERNATE 004

18'-0" TALL REINFORCED CONCRETE COLUMN WITH DEFS FINISH, SAND TEXTURE

- INSTALL EMBED PLATES FOR BEAM ATTACHMENTS (TYP)

11"

14' - 1"

11"

4x12 STEEL TUBE TRELLIS & BEAMS, TYPICAL

4x12 STEEL TUBE LEDGER

13'-0" TALL REINFORCED CONCRETE COLUMN WITH DEFS FINISH, SAND TEXTURE

- INSTALL EMBED PLATES FOR BEAM ATTACHMENTS (TYP)

2' - 0"

3D - TRELLIS

0"1ST FLOOR

13' - 10"2ND FLOOR

NOTE 02 - 03

PERGOLA COLUMN FOUNDATIONRE: STRUCTURAL DRAWINGS

NOTE 03 - 10

NOTE 03 - 11

NOTE 03 - 13NOTE 03 - 13 NOTE 03 - 13

NOTE 16 - 01(BEYOND)

BUILDING FACE AND SOFFITRE: WALL SECTIONS

13' -

0"

1'-0"

1'-0"

13' - 10"LEVEL 2 - NEW

A1.27

9' -

11

1/2

"3' -

4"

3' - 5 1/2" 7' - 6" 7' - 6" 3' - 5 1/2"

2' -

0"

1' -

4"

1' -

4"

2' - 8"

9 1/2" 9 1/2"

11"4" (TYP)

21' - 11"

NOTE 03 - 10

(18'-0" TALL)

NOTE 03 - 10

(13'-0" TALL)

NOTE 03 - 13NOTE 03 - 13

NOTE 03 - 14

BUILDING EXTERIORRE: FLOOR PLANS

A1.26

2' -

0"

11"

NOTE 03 - 10

NOTE 03 - 12

NOTE 03 - 11

NOTE 03 - 12

3/4" CHAMFER AT ALL CORNERS, TYP

TOP OF COLUMN

COLUMN SECTION

3/4" CHAMFER AT ALL CORNERS, TYP

ALIGN TOP OF STEEL TUBES WITH CHAMFER AT LOW COLUMN

NOTE:NORTH COLUMN = 13'-0"; SOUTH COLUMN = 18'-0"

ADD ALTERNATES





























Project Number:

Date:

Project Architect:

of


www.cparch.com






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SITE DETAILS(ARCHITECTURAL)

A1.2

PRELIMINARY-

NOT FORCONSTRUCTION

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EXAMPLE OF EXISTING COVERED PARKING PRE-ENGINEERED METAL STRUCTURE

RE: ADD ALTERNATE 004 NOTES

1/8" = 1'-0"1SITE DETAIL - CARPORT PLAN

1/4" = 1'-0"2SECTION - CARPORT

MATERIAL KEYNOTES

NOTE 02 - 02 FINISHED GRADE RE: CIVIL

NOTE 02 - 03 CONCRETE SIDEWALK RE: CIVIL

NOTE 02 - 05 CONCRETE PAVING RE: CIVIL

NOTE 03 - 01 CARPORT SINGLE 'C' SECTION JOIST WITHSHEET METAL COVER AT INSIDE (OPEN)FACE, TYP. SEE GENERAL CARPORT SECTIONNOTE THIS SHEET

NOTE 03 - 02 CARPORT METAL DECKING WITH TRIM AT ALLEDGES

NOTE 03 - 03 CARPORT DOUBLE 2.25" X 10' 'C' JOISTSWELDED TOGETHER FOR POSTS,HORIZONTAL BRACING AND BEAMS AT EACHEDGE OF POSTS

NOTE 03 - 04 CARPORT FOOTINGS (DESIGN BUILD). SEEGENERAL NOTE THIS SHEET

NOTE 03 - 05 CARPORT LIGHT FIXTURE. SEE DETAIL

NOTE 03 - 10 PERGOLA COLUMN - REINFORCED CONCRETECOLUMN. RE: STRUCTURAL DRAWINGS FORREINFORCEMENT, FOOTINGS AND EMBEDS

NOTE 03 - 11 PERGOLA - SAND APPLIED FINISH, TYPICALALL SIDES AND TOP

NOTE 03 - 12 PERGOLA - EMBED WELDING PLATE FORBEAM ATTACHMENT. RE: STRUCTURALDRAWINGS

NOTE 03 - 13 PERGOLA - 4 X 12 STEEL TUBE TRELLIS ANDBEAMS

NOTE 03 - 14 PERGOLA - 4 X 12 STEEL TUBE LEDGER. RE:STRUCTURAL DRAWINGS

NOTE 16 - 01 LIGHT FIXTURE RE: ELECTRICAL

3/4" = 1'-0"3CARPORT COLUMN 1 1/2" = 1'-0"4CARPORT LIGHT

1/4" = 1'-0"7PERGOLA - SECTION 1/4" = 1'-0"5SITE DETAIL - PERGOLA PLAN

1 1/2" = 1'-0"6COLUMN AT ENTRY TRELLIS

ADD ALTERNATE #004 NOTE:

ALL WORK REQUIRED TO COMPLETE (3) COVERED PARKING

CANOPIES AND ASSOCIATED UTILITY AND FOUNDATION WORK SHALL BE PRICED AS A SEPARATE ADD ALTERNATE. SEE FULL

ADD ALTERNATE DESCRIPTIONS

CEILING PLAN LEGEND

CEILING TYPES

AB 1' - 0"Finish

EXPOSED CEILING

PAINTED GYPSUM BOARD

2 x 2 SUSPENDED ACOUSTICAL TILE CEILING

CEILING TYPE

CEILING HEIGHT ABOVE FINISH FLOOR

CEILING FINISH

A

B

C

2x4 RECESSED FLUORESCENTRE: ELEC

EXIT SIGNRE: ELEC

SUPPLY AIR DIFFUSERRE: MECH

RETURN AIR GRILLRE: MECH

EXHAUST FANRE: MECH

ROOF ACCESS HATCHRE: ARCH

CEILING MOUNTED PROJECTORRE: N.I.C.

PROJECTION SCREENRE: ARCH

NOTE: RE: FINISH LEGEND FOR FURTHER INFORMATION

RECESSED LIGHT FIXTURE RE: ELEC

PLANK WOOD CEILINGD

CEILING MOUNTED ACCESS PANELRE: SPEC SECTION 083113

GENERAL NOTE: REFER TO SECTION 083113 FOR ACCESS PANEL SPECIFICATION AND REQUIREMENTS FOR ALL EXPOSED ACCESS PANELS IN HARD CEILINGS, INDICATED ON DRAWINGS OR REQUIRED FOR HVAC OR ELECTRICAL NEEDS. COORDINATE ALL FINAL LOCATIONS ON SITE WITH APPROVAL OF ARCHITECT/OWNER

R/R

101b

R/R

101a

LOBBY

101

CAPITALPLANNING

121

ACCOUNT.COORD.

122

DOF

123

BREAKROOM

120aREV MGR.

126

OPERATIONS

120

GM

124

HR

125

R/R

102a

KIDS

102

STAIR 2

ST-2

STAIR 1

ST-1

EQUIP.

116

DOF

111

ACCOUNT /ESCROW

110

SMM

109

MM

108

CONFERENCE

107

SYSTEMS

106

SERVICEPANTRY

105

OPENOFFICE

104

ENCORE

103

PD

115

COPY

114QA

113

MULTI-PURPOSE

112

ELEVATOR

101c

C 9' - 4"ACT-2

C 9' - 4"ACT-2

C 9' - 4"

ACT-2

B 8' - 0"PT-3

C 9' - 0"

ACT-1

C 10' - 0"ACT-2

C 9' - 0"

ACT-2

C 9' - 0"ACT-2

C 9' - 4"

ACT-2

C 9' - 4"

ACT-2

C 10' - 0"ACT-2

B 12' - 0"

PT-3

C 9' - 4"

ACT-2

C 9' - 0"

ACT-2

C 9' - 4"ACT-1

C 9' - 4"

ACT-2

C 9' - 4"

ACT-2

C 9' - 4"ACT-2

C 9' - 4"ACT-2

C 9' - 4"

ACT-2 C 9' - 4"ACT-2

C 9' - 4"ACT-2

C 9' - 4"ACT-2

B 8' - 0"

PT-3

D 12'-0"WD-1

D 12'-0"WD-1

12'-0"PT-3

12'-0"

PT-3

B 10' - 0"

PT-3

B 10' - 0"PT-3

2

3

D E

B 9' - 4"

PT-3

DECORATIVE PENDANT LIGHT

4" RECESSED DOWNLIGHT(TYPICAL)

NOTE 05 - 11

NOTE 01 - 22

NOTE 01 - 22

B 8' - 8"

PT-3

C 9' - 0"ACT-1

C 9' - 0"ACT-2

A

A

A

A

A

A

A

A

A

A

A A A A AAAA

A A A A AAA

A A A A AAA

A

A

A

A

A

A

A

A

B

B BB B

B

BB

B

B B B

B

B

B

B B BB B B B

B

B

B B

BBBBB

BBBBB

BBBBB

B B

BB

B

B B

B B B B

C

C

G

G

ACCESS FOR CAMERA. SEE CEILING LEGEND FOR

ADDITIONAL NOTES

1

CLOSING 09

209

CLOSING 10

210

CLOSING 11

211

CLOSING 12

212

CLOSING 13

213

CLOSING 14

214

CLOSING 15

215

CLOSING 16

216

GALLERY

200

CLOSING 08

208

CLOSING 07

207

CLOSING 06

206

CLOSING 05

205

CLOSET

200c

CLOSING 04

204

CLOSING 03

203

CLOSING 02

202

CLOSING 01

201

SAM

223

CONTRACTS

224

CORRIDOR

222

CLOSET

221a

SERVICE

221b

R/R

200a

R/R

200b

SE STAGINGBREAKROOM

220

TL

219

SM

218

DOS

217

STAIR 1

ST-1

C 10' - 0"

ACT-2

C 9' - 0"

ACT-2

C 10' - 0"ACT-2

C 10' - 0"

ACT-2

C 9' - 4"ACT-1

C 9' - 4"ACT-2

C 8' - 0"

ACT-2

B 8' - 0"

PT-3

B 8' - 0"

PT-3

C 9' - 4"

ACT-1

C 9' - 4"ACT-1

C 8' - 0"

ACT-1

C 9' - 4"ACT-1

C 9' - 4"

ACT-1

C 9' - 4"ACT-1

C 9' - 4"

ACT-1

C 9' - 4"ACT-1

C 9' - 4"

ACT-1

C 9' - 4"ACT-1

C 9' - 4"

ACT-1

C 9' - 4"

ACT-1

C 9' - 4"

ACT-1

C 9' - 4"

ACT-1

C 9' - 4"ACT-2

C 9' - 4"ACT-1

C 9' - 4"ACT-1

B 10' - 0"PT-3

3

D E

C 10' - 0"ACT-1

B 12' - 0"PT-5

B 12' - 0"PT-3

TRACK LIGHT, TYP

CONTINUOUS LINEAR LED LIGHT FIXTURE, FLUSH WITH CEILING

ROOF HATCH AND SCUTTLE

PT-5

095113 - A2

095113 - A2

EQ

11'-0"

EQ

7' - 4"7' - 7 1/2"

A11.14

BASE BID CLOUD FINISH SHOWN. SEE DRAWING

2a/A11.1 FOR ALTERNATE

A A A A A

A

A

A

C

C

B B B

B B B

B

B

BBBBBBB

D

D

D

DD

DD

D D D D D

D

D

E

F F F F

F F

E E

E E E

E

G

GNOTE 05 - 05

NOTE 05 - 04 NOTE 05 - 04

F F

EQ

EQ

C 9' - 4"ACT-2

H

H

25' - 9"ROOF BEARING

A11.13

NOTE 12 - 10

MANUFACTURER'S STANDARD COATED AIRCRAFT CABLE. CONTRACTOR SHALL VERIFY HANGING METHOD IS NOT VISIBLE FROM EYE LEVEL

ACT-1 (BASE BID)WD-2 (ADD ALTERNATE 001)

095113 - A2

095113 - A1

NOTE 12 - 10

ACT-1 (BASE BID)WD-2 (ADD ALT 001)

095113 - A2

8" ACOUSTIC BATT AT ADD ALT 001 ONLY

ADD ALTERNATES









1' -

6 1

/2"

11' -

0"

1' -

6 1

/2"

D 10' - 0"WD-2

A11.14

1' - 9" 64' - 0" 1' - 9"

NOTE 05 - 04

NOTE 05 - 04

NOTE 05 - 05NOTE 16 - 01

NOTE 16 - 01

NOTE 16 - 01

NOTE: ALL DEVICES AND OPENINGS IN CLOUD CELING SHALL BE TRIMMED TO CONCEAL CUT EDGES OF WOOD CEILING MATERIAL

LIGHTING LEGEND

A

B

C

2x2 RECESSED FLUORESCENTRE: ELEC

RECESSED LIGHT FIXTURE RE: ELEC

D

DECORATIVE LED WALL SCONCERE: ELEC

SQUARE RECESSED LIGHT FIXTURERE: ELEC

ETRACK LIGHTRE: ELEC

RECESSED MULTIHEAD LIGHT FIXTURERE: ELECF

GDECORATIVE LED WALL SCONCERE: ELEC

HLINEAR LED FLUSH MOUNT FIXTURE RE: ELEC





















Project Number:

Date:

Project Architect:

of


www.cparch.com






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REFLECTEDCEILING PLAN

A11.1

PRELIMINARY-

NOT FORCONSTRUCTION

MATERIAL KEYNOTES

095113 - A1 ACOUSTICAL PANEL CEILING & GRID. RE:FINISH SCHEDULE

095113 - A2 MANUFACTURER'S 6" VERTICAL EDGE TRIM(SIMILAR TO ARMSTRONG'S COMPASSO)

NOTE 01 - 22 EXPOSED GLU-LAM BEAM. RE: STRUCTURALFOR SPEC AND FINISH SCHEDULE FOR FINISH

NOTE 05 - 04 (2) 24"X24" - SPEAKER SYSTEM (OS/CI) FOR86" OUR WORLD MONITOR DISPLAY. WHITEFINISH (BASE BID) OR BLACK FINISH (ADDALTERNATE 001). INSTALLED IN SUSPENDEDCEILING CLOUD AT 10'-0" AFF. REFER TODETAILS AND ELECTRICAL PLANS FORROUGH IN REQUIREMENTS.

NOTE 05 - 05 (2) 24"X24" - SUSPENDED SPEAKER SYSTEM(OS/CI) FOR 65" BRANDS MONITOR DISPLAY,BLACK FINISH. SPEAKERS SUSPENDED VIAAIRCRAFT CABLE TO A HEIGHT OF 10'-0" AFF.COORDINATE SUSPENSION AND ACCESSPANEL LOCATIONS ON SITE. REFER TODETAILS AND ELECTRICAL PLANS FORROUGH IN REQUIREMENTS

NOTE 05 - 11 NET-CAMERA LOCATION ABOVE CEILING.CONTRACTOR SHALL PROVIDE 2" DIAMETEROPENING IN CEILING WITH GROMMET ANDMISCELLANEOUS BLOCKING TO INSTALLBRACKET AND CAMERA ABOVE CEILING(CAMERA AND BRACKET SUPPLIED BYOWNER). COORDINATE CAMERA LOCATIONAND REQUIRED ACCESS HATCH LOCATIONWITH OWNERS SECURITY AND LOW VOLTAGEINSTALLER. REFER TO TECHNOLOGY PLANSFOR DATA/POWER REQUIREMENTS

NOTE 12 - 10 WOOD LOOK VENEER WRAPPED MINERALFIBER TONGUE AND GROOVE CEILING FINISH.RE: FINISH SCHEDULE

NOTE 16 - 01 LIGHT FIXTURE RE: ELECTRICAL

1/8" = 1'-0"11ST FLOOR REFLECTED CEILING PLAN

Revis

ions /

Sub

mis

sio

n

1A

DD

EN

DU

M-0

104

/12/1

9

1/8" = 1'-0"22ND FLOOR REFLECTED CEILING PLAN

1/2" = 1'-0"4CEILING - CLOUD SECTION 3" = 1'-0"3CEILING - CLOUD EDGE

1/8" = 1'-0"2aADD ALTERNATE 001 - WOOD SLAT CLOUD

1

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