2022 Portfolio of Selected Works by Jacob Sobelman

Jacob Sobelman Portfolio of Selected Works ABOUT ME

I am a twenty-three-year-old architecture student in my first year of graduate school with The Herberger Institute for Design and the Arts at Arizona State University. I always loved to draw as a child, and I first became interested in architecture after a brief summer camp program at PHX Architecture back in 2015. My passion for art and my excellency in math and science topics in school fueled my early interest in architecture, as the profession is the perfect combination of both creativity and technicality. At the end of my internship with Kendle Design Collaborative in the summer of 2017, founding architect Brent Kendle spoke with me in his conference room, saying that my creation of the as-builts for his current home finally gave him something to start working on his ideas for an expansion and remodel of his home. His appreciation and gratitude resonated with me from that day forward, helping me realize this is why I do what I do. There’s nothing more satisfying than bringing a vision to life and the happiness that comes with it. Since this experience I have been fortunate enough to work with various residential and commercial architects throughout Arizona every summer in addition to earning my Bachelors of Science in Design for Architectural Studies from Barrett, The Honors College at Arizona State University.

CONTENTS: PROFESSIONAL WORK:

Harbor West Village 28 Sliding Glass Door Permit Indian School Staircase and Deck Remodel 345 N. 6th Ave. Residential Loft Addition 347 N. 6th Ave. Kitchen Remodel Williams Court Apartments Cider Corps Tasting Room Gron Tenant Improvements Residential Kitchen Remodel - Wine Closet Residential Remodel - Existing Plans and Elevations

SCHOOL WORK:

Fifth Year Fall Semester - Scottsdale Center for the Performing Arts Undergraduate Honors Thesis - Next Steps Living and Learning Center Fourth Year Fall Semester - Rio Salado Housing Project Third Year Spring Semester - The Swirling Stone Library

STEEL CITY COMMERCIAL HARBOR WEST

360 STEWART + REINDERSMA ARCHITECTURE, PLLC

808 HARBOR BLVD SACRAMENTO, CALIFORNIA APN 067-120-039

ALL SECURITY SYSTEMS SHALL COMPLY WITH LOCAL REGULATIONS.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS INDICATED ON THE DRAWINGS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING/ CONSTRUCTION.

CONTRACTOR SHALL DETERMINE, COORDINATE AND ACCOMMODATE ALL UTILITY SERVICE REQUIREMENTS (ELECTRICAL, GAS, TELEPHONE, WATER, SEWER, ETC.) FOR THE FACILITY PRIOR TO THE CONSTRUCTION OR REMODELING OF THIS BUILDING OR SITE.

SHOPS BUILDING

N HARBOR BLVD.

EXISTING SIDEWALK

A 1.0

PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL ABOVE CEILING AND BELOW (FLOOR) GROUND UTILITIES (PLUMBING, ELECTRICAL, TELEPHONE, GAS, CATV, ETC.). ANY DISCREPANCIES IN ASSUMED UTILITY LOCATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

ALL CONSTRUCTION AND DEMOLITION SHALL BE CONDUCTED IN A MANNER WHICH PROVIDES PROTECTION OF PEDESTRIANS AND SHALL COMPLY WITH THE REQUIREMENTS OF THE IRC & IBC.

CONTRACTOR SHALL REPLACE AND/OR REPAIR ALL STRUCTURES, FINISHES, EQUIPMENT, PIPING, CONDUIT, WIRING, ETC. WHICH ARE DAMAGED OR TO BE RELOCATED AND/OR ALTERED TO MAKE WAY FOR NEW CONSTRUCTION.

ARCHITECTURAL: 2) D1.0 DEMO PLAN 3) A1.0 FLOOR PLAN

12. ALL DEMOLITION, NEW CONSTRUCTION, MODIFICATIONS, ELECTRICAL REQUIREMENTS AND CONNECTIONS, EQUIPMENT AND INSTALLATIONS SHALL BE COMPLETE WITH ALL NECESSARY APPURTENANCES AND OPERATION INSTRUCTIONS, READY FOR USE, AND SATISFACTORY TO THE OWNER.

ARCHITECT:

STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. INDIAN BEND RD. SCOTTSDALE, AZ 85250 CONTACT: SAKE H. REINDERSMA, AIA OFFICE: (480) 515-5123 CELL: (602) 323-0922 EMAIL: sake@sra360.com

TENANT:

STEEL CITY COMMERCIAL

ADDRESS:

808 HARBOR BLVD. WEST SACRAMENTO, CA 95691

PROPOSED USE:

RETAIL

CONST. TYPE:

V-B

OCCUPANCY:

APN NUMBER:

067-120-039

EXISTING ONE-STORY BUILDING. DEMOLITION AND ADD DEMISING WALLS. NO WORK ON EXTERIOR. NOT SPRINKLED.

SIGNAGE, IF USED, REQUIRES A SEPARATE PERMIT.

ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE COMPLETELY SCREENED FROM VIEW BY EXISTING OR NEW PARAPETS (BELOW ROOF LINE).

ALL WORK (OR IMPROVEMENTS) SHALL COMPLY WITH ALL ENTITIES HAVING JURISDICTION WITH RESPECT TO WORK OR IMPROVEMENTS FOR THIS PROJECT.

ALL PRODUCTS LISTED BY I.C.B.O. / N.E.R. NUMBERS SHALL BE INSTALLED PER THE REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED SHALL ALSO HAVE I.C.B.O. APPROVED EVALUATION REPORTS OR BE APPROVED AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING AGENCIES.

18. THE MOST RESTRICTIVE OR LARGER SIZE TAKES PRECEDENCE IN CASE OF A CONFLICT WITH CALL-OUTS OR DETAILS. GENERALLY, REFERENCE DETAILS DRAWN AT THE LARGER SCALE WILL TAKE PRECEDENCE OVER ANY CONFLICTS INDICATED ON THE SMALLER SCALED DRAWINGS.

ALL LOCAL ORDINANCES AND RELEVANT CODES MUST BE ADHERED TO WHETHER OR NOT SPECIFICALLY REFERENCED.

19. IN NO CASE SHALL WORK OCCUR IF SPECIFICATIONS OR DETAILS KNOWINGLY VIOLATE LOCAL ORDINANCES OR CODE REGULATIONS. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR COMPLIANCE RESOLUTION. ALL LABOR AND MATERIALS USED MUST EQUAL OR EXCEED APPLICABLE STATE OR LOCAL CODE REQUIREMENTS.

SHOP DRAWINGS ARE NECESSARY FOR CERTAIN ASPECTS OF THE WORK. THIS INCLUDES MILLWORK AND FINISHES. THE ARCHITECT, IF REQUIRED, SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO FABRICATION.

CONSTRUCTION COMPLIANCE REQUIRES USING WORKING DRAWINGS STAMPED AND APPROVED BY THE LOCAL GOVERNING AUTHORITY. VERIFY THE CURRENT REVISION DATE WITH THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK. ONLY THE LATEST PLAN REVISION DATE ON THE WORKING DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE WORK.

VERIFY REQUIRED INSPECTIONS WITH THE LOCAL GOVERNING AUTHORITY.

FIRE EXTINGUISHER LOCATIONS AND RATINGS SHALL BE DETERMINED BY THE FIRE INSPECTOR. FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY FIELD INSPECTION. FIRE CODE 10.301(a).

17. NOTES AND DETAILS ON DRAWINGS GENERALLY TAKE PRECEDENCE OVER GENERAL NOTES. DETAIL CALL-OUTS APPLY TO ALL SIMILAR SITUATIONS WHETHER REFERENCED OR NOT. DIMENSIONS TAKE PRECEDENCE OVER SCALE (ALWAYS).

ARCHITECTURAL SITE PLAN (FOR REFERENCE ONLY)

1" = 20'-0"

ALL REVISIONS, CHANGES OR REVISIONS WITH THE EXCEPTION OF COSMETIC CHANGES SHALL BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW AND APPROVAL. THIS WILL BE SUBMITTED AS A REVISION TO EXISTING PERMIT(s). AFTER APPROVAL THESE ITEMS WILL BE INCORPORATED INTO THE APPROVED PLANS. A NOTE TO THIS EFFECT SHALL BE INCLUDED ON THE COVER SHEET OF ALL PLANS IN BOLD LETTERS. (i.e. REVISION #XXX IS LOCATED ON SHEET #XX)

20. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ARCHITECT PRIOR TO BEING MADE. 21. CONTRACTORS AND SUBCONTRACTORS SHALL BE REQUIRED TO TAKE PRECAUTIONS AND VERIFY THE FOLLOWING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR PARTICULAR WORK: A. FAMILIARIZE THEMSELVES WITH LOCAL STANDARDS AND REQUIREMENTS, THESE CONSTRUCTION DOCUMENTS AND THE CONSTRUCTION SITE. B. COMPLETE ALL WORK IN ACCEPTABLE INDUSTRY STANDARD CRAFTSMAN LIKE MANNER. C. COMPLETE THE WORK IN FULL ACCORDANCE WITH ADOPTED CODES AND ORDINANCES. D. PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE DURING CONSTRUCTION. E. PROPERLY DISCONNECT EXISTING UTILITIES TO BE ABANDONED AND PLUG OR CAP AS REQUIRED BY CODE AND SOUND CONSTRUCTION PRACTICES.

CODE INFORMATION:

22. CONTRACTOR(S) SHALL HOLD HARMLESS AND INDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL CLAIMS, LIABILITY, LOSS, DAMAGE, COSTS, EXPENSES, INCLUDING ATTORNEY'S FEES, COSTS, AND INVESTIGATION AND LITIGATION, AWARDS AND FINES, OR JUDGEMENTS IMPOSED BY LAW OR ARISING BY REASON OF THE DEATH OR BODILY INJURY TO PERSONS INCLUDING EMPLOYEES OF THE CONTRACTOR, INJURY TO THE PROPERTY, EQUIPMENT AND MATERIAL RESULTING FROM VIOLATIONS OF GOVERNMENT REQUIREMENTS OR CARELESSNESS IN IMPLEMENTING THE CONSTRUCTION INTENT EXPRESSED IN THE WORKING DRAWINGS, SPECIFICATIONS OR CONTRACT DOCUMENTS.

MAIN REFERENCE CODES: 2012 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2012 INTERNATIONAL FUEL GAS CODE 2011 NATIONAL ELECTRICAL CODE (NEC) 2012 INTERNATIONAL PLUMBING CODE (IPC) 2012 INTERNATIONAL FIRE CODE 2010 ARIZONANS WITH DISABILITIES ACT

23. CONTRACTOR(S) SHALL BE HELD RESPONSIBLE FOR ANY AND ALL EXPENSE INCURRED IN CONJUNCTION WITH TEARING OUT AND REPAIRING THE WORK OF ANY CONTRACTOR OR WORKMAN ON THE PROJECT AS A RESULT OF DEFECTIVE LABOR OR MATERIAL PERFORMED OR SUPPLIED BY THE CONTRACTOR. 24. GENERAL CONTRACTOR SHALL PROVIDE ALL BLOCKING AS REQUIRED BY UTILITIES, SIGNS, EQUIPMENT, ETC. PAINT ALL ADJACENT SURFACES OR BACKGROUND GRILLES, DIFFUSERS, METAL TRIM, ACCESSORIES, ETC. THERE SHALL BE NO EXPOSED CONDUIT, DUCTS, VENTS, ETC. IN PUBLIC AREAS. 25. ALL EXTRAS AND/OR CHANGE ORDERS SHALL BE APPROVED IN WRITING BY THE ARCHITECT, OWNER AND THE GENERAL CONTRACTOR PRIOR TO PURCHASE AND/OR INSTALLATION OF SAID WORK. 26. CONTRACTORS, SUBCONTRACTORS AND OTHERS WHO PROVIDE LABOR OR MATERIALS FOR THIS PROJECT ARE RESPONSIBLE FOR OBTAINING AND REVIEWING ALL CONSTRUCTION DOCUMENTS.

LOT AREA (067-120-039): (NET): 22,500 SQ. FT. (0.5 ACRES) FLOOR AREAS: UNIT 804: 1,649 SQ. FT. UNIT 808: 1,047 SQ. FT.

COMPLIANCE NOTES:

16. DISCREPANCIES AND/OR OMISSIONS FROM THESE DRAWINGS THAT ARE DISCOVERED DURING CONSTRUCTION BY THE CONTRACTOR OR ANY QUESTION REGARDING MEANING OR INTENT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OTHER CONSULTANTS FOR INTERPRETATION AND CLARIFICATION. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING DIMENSIONS AND TO NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS. THIS MUST BE DONE PRIOR TO THE WORK.

PROJECT DESCRIPTION:

15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL NOTES, DETAILS, PLANS, SPECIFICATIONS AND ELEVATIONS. ANY DEVIATIONS OR CONSTRUCTION OPTIONS EXERCISED IN THE FIELD ARE SUBJECT TO NONCOMPLIANCE CORRECTIONS. DO NOT SCALE CONSTRUCTION DOCUMENTS.

NORTH

L IC SAKE E

SECTION/TOWN/RANGE: 35 1S 6E

14. ALL REFUSE IS TO BE PROPERLY DISPOSED OF AT A SANITARY LANDFILL. CONTACT GOVERNING AUTHORITY FOR DUMPSITE AND DUMPING INFORMATION.

ADJACENT BUILDING

architect:

PROJECT INFORMATION:

13. NO HAZARDOUS MATERIAL WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEEDS THE QUANTITIES LISTED IN IBC TABLES 9-A AND 9-B. EXISTING PARKING

PROJECT SCOPE / DATA:

10. ALL CONSTRUCTION METHODS AND WORK SCHEDULES MUST BE APPROVED BY THE OWNER AND SHALL BE ARRANGED TO FACILITATE MINIMAL INTERFERENCE WITH CUSTOMER CONVENIENCE AND THE OPERATION OF THE EXISTING FACILITY AND/OR ADJOINING PROPERTIES/TENANTS. 11. AT THE END OF EACH DAILY WORK PERIOD THE CONTRACTOR SHALL SECURE, PROTECT, BARRICADE AND BROOM CLEAN THE WORK AREA AND LEAVE UNUSED MATERIAL STACKED OR STORED NEATLY. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS, EQUIPMENT, ETC. GENERATED BY, OR NECESSARY FOR, CONSTRUCTION AND LEAVE THE PREMISES BROOM CLEAN. ALL DEBRIS SHALL BE REMOVED TO AN APPROVED DUMP SITE.

EXISTING FIRE RISER

STEEL CITY COMMERCIAL CORP. 7980 HILLSDALE CIRCLE, SUITE A EL DORADO HILLS, CA 95762 CONTACT: JEFFERY FANZO OFFICE: (866) 647-8844 CELL: EMAIL: jfanzo@steelcitycommercial.com

TITLE SHEET

CODE SUMMARY & ADOPTING ORDINANCES: ALL CONSTRUCTION SHALL COMPLY WITH THE GILBERT BUILDING CONSTRUCTION CODE: THE TOWN OF GILBERT ADMINISTRATIVE PROVISIONS AND TOWN OF GILBERT AMENDMENTS: 2012 IBC (WITH GILBERT AMENDMENTS) AND ALL ADOPTED CODES.

SEPARATE PERMIT SUBMITTAL 1.

FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS.

FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS.

27. UNAUTHORIZED CHANGES & USES: THE ARCHITECT PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.

808 HARBOR BLVD. WEST SACRAMENTO, CA 95691

ALL WORK AND CONSTRUCTION METHODS SHALL COMPLY WITH REQUIREMENTS OF LOCAL OSHA RULES AND REGULATIONS.

OWNER/CLIENT:

consultant:

3. K EXISTING SIDEWAL

GENERAL: 1) TS.1

O F C A L I F O05/18/21

contact:

THE LATEST EDITION OF A.I.A. DOCUMENT A201 SHALL BE USED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LATEST EDITION AND BEING FAMILIAR WITH THE CONTENTS.

SHEET INDEX:

project:

PROJECT TEAM:

CT T E SMA R

CONTRACTOR SHALL VISIT SITE AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO SUBMITTING BID AND/OR COMMENCING WORK.

W CAPITOL AVE.

E D A R CH I S N ARM RE IND H E

ST A

GENERAL NOTES:

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

date:

05/18/21

issued for: PERMIT PLAN revision no.:

date:

OWNER COMMENTS

CITY COMMENTS

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

job no.:

5/10/21 7/2/21

21042

sheet title: PERMIT SUBMITTAL sheet no.:

TS.1

KEYED NOTES: 1.

EXISTING WINDOW 5' HORIZONTAL X 3' AT BACK PATIO MASTER BEDROOM. VERTICAL SOW CUT WALL TO ACCOMMODATE / BE REPLACED WITH SLIDING GLASS DOORS.

NEW SLIDING GLASS DOOR TO UNIT PATIO.

INTERIOR CONDITIONS TO REMAIN; NO CHANGE.

UNIT PATIO WALLS TO REMAIN; NO CHANGE.

EXTERIOR MASONRY WALLS; NO CHANGE.

INTERIOR STUD WALLS; NO CHANGE.

EXISTING ROOF; NO CHANGE.

EXISTING EAVE; NO CHANGE.

NEW STEP DOWN FOR DOORWAY THRESHOLD.

10.

WALL-MOUNTED, BATTERY-POWERED EXTERIOR LIGHTING; ONE REQ'D PER NEW, SLIDING-GLASS DOOR. LIGHT TO BE PLACED ON LATCH SIDE.

11.

NON-KEYED LATCH LOCK AND SLIDING-GLASS DOOR HANDLE. LOCK AND HANDLE ON OPERABLE SIDE ONLY.

12.

NEW, SLIDING-GLASS DOOR. ARROW INDICATES OPERABLE SIDE. SEE ARCHITECTURAL SPECIFICATIONS ON SHEET TS.1 FOR STATIONARY SIDE INFORMATION.

t e

. . S i g . . n e d .

Z O N A ,

architect:

EXP. 3/31/2023

1'-0"

CAULK

5 8

4'-6"

ENLARAGED UNIT PLAN (TYP.) - DEMO

3'-0"

NORTH

VINYL SLIDING DOOR W/ SCREEN (PER SCHEDULE)

+0'-6" VIF FINISH FLOOR

BUILDING A

1/4" = 1'-0"

EXISTING CMU WALL

EXTERIOR

EXTERIOR STUCCO FINISH; NO CHANGE ADD FINISH STUCCO TO BLOCK WALL, WHEN EXPOSED. STUCCO TO MATCH EXIST.

+0'-0" GROUND LEVEL 9

4 NEW SLIDING GLASS DOOR ELEVATION

7 SLIDING GLASS DOOR JAMB DETAIL

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

contact:

32'-2 1/2"

6'-8"

INTERIOR PAINT FINISH; NO CHANGE EXISTING 5/8" GYP. BOARD; NO CHANGE

consultant:

INTERIOR

5'-0"

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

WALL BEYOND

EXTERIOR

CONCRETE DOOR SILL

5'-0"

4 A1.1

THRESHOLD (PER DOOR MANUFACTURER SPECIFICATIONS) 3'-0"

SLOPE: 1/4" TO 1'-0"

EXISTING INTERIOR FLOOR SLAB, NO CHANGE

4" COMPACT AGGREGATE AND NATIVE SOIL

6'-10 1/8" VIF

A1.1 5

3'-0"

NEW INFILL CONCRETE

9 10

6 A1.1

INTERIOR

4740 - 4760 N. 28TH STREET PHOENIX, ARIZONA 85016

SLIDING-GLASS DOOR W/ SCREEN (PER SCHEDULE)

26'-11 3/4"

1 3

1/2" EXPANSION JOINT

EXISTING BLOCK FOOTING

5 NEW THRESHOLD SECTION

EXISTING CMU WALL AND LINTEL EXISTING STUCCO FINISH; NO CHANGE

SEALANT AND BACKER ROD

ALUMINUM FRAME

ENLARAGED UNIT PLAN (TYP.) - NEW BUILDING A

VINYL SLIDING DOOR W/ SCREEN (PER SCHEDULE)

1/4" = 1'-0"

EXISTING 5/8" GYP.; NO CHANGE INTERIOR PAINT FINISH; NO CHANGE BLOCKING/ SHIMMING AS REQUIRED BY INSTALLER

SEALANT AND BACKERROD

NORTH

SCALE: 1" = 1'-0"

GENERAL NOTES: 1.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK AND SHALL NOTIFY OWNER OF ANY DISCREPANCY.

ALL PATIO DOORS SHALL BE DOUBLE GLAZED INSULATING UNITS WITH WOOD OR THERMALLY BROKEN ALUMINUM FRAMES AND SASHES.

ALL GLASS WITHIN 12" OF A DOOR AND/OR WITHIN 18" OF THE FLOOR OR A WALKWAY SHALL HAVE TEMPERED GLAZING.

ALL DOORS BETWEEN LIVING AREAS SHALL BE 1 HR. FIRE RATED ASSEMBLIES WITH 1-3/4" SOLID CORE WOOD DOORS OR CODE APPROVED EQUIVALENTS AND SELF-CLOSING MECHANISMS.

REFER TO THE TITLE SHEET FOR MORE INFORMATION.

project:

date:

07/12/21

issued for:

1/2" EXPANSION JOINT

MINOR SITE PLAN/ PERMIT BY INSPECTION SET

revision no.:

date:

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

job no.:

21025

sheet title: SLIDING-GLASS DOOR DETAILS

S:\2021\21025 - Knockwood - 4740 & 4760 N 28th St Phoenix\09 Construction Drawings\01 Arch\PBI\004 - 21-025 - A1.1 Floor Plan - Sliding Glass Door Permit.dwg Jul 26, 2021-12:00pm nmonty

I F

7 8

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

42451 SAKE H. REINDERSMA

3 EXISTING WINDOW ELEVATION

R ED A RCH I CA

26'-11 3/4"

1 3

+0'-0" GROUND LEVEL

CUT LOCATION

+0'-6" FINISH FLOOR

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

SAW CUT EXISTING MASONRY WALL

STEWART + REINDERSMA ARCHITECTURE, PLLC

3'-8"

5'-0"

3 A1.1

360

6'-8"

6'-10 1/8" VIF

3'-0"

EXISTING WINDOW TO BE REPLACED W/ NEW SLIDING GLASS DOOR

5'-0"

ALUMINUM FRAME AFFIXED IN ADHESIVE NEW CONCRETE INFILL

6 HEAD AND ENTRY THRESHOLD DETAIL

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

sheet no.:

A1.1

KEYED NOTES:

4 1

PAINT WOOD DECK AND STAIRS TO MATCH BUILDING. PAINT PER OWNER SPEC.

CROSS BRACING AS NEEDED. SEE STRUCTURAL.

EXISTING BUILDING, NO CHANGE.

EXISTING WINDOW FRAMES TO REMAIN, REPLACE EXISTING SINGLE-PANE GLASS WITH NEW DOUBLE-PANE GLASS, SEE WINDOW LEGEND ON SHEET A1.1 FOR TEMPERED GLASS REQ.

360

T 4

2'-11" VIF

4 +10'-6" VIF LEVEL 2

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

+1'-0" LEVEL 1 GROUND LEVEL +0'-0" architect:

GROUND LEVEL +0'-0"

+10'-6" VIF LEVEL 2

2'-0" VIF

3'-3" VIF

+1'-0" LEVEL 1

STEWART + REINDERSMA ARCHITECTURE, PLLC

WEST ELEVATION -

NORTH ELEVATION

3/16" = 1'-0"

contact:

WINDOW LEGEND: "T"

TEMPERED GLASS

T <24" MAX

+1'-0" LEVEL 1

GROUND LEVEL +0'-0"

SOUTH ELEVATION -

3/16" = 1'-0"

EAST ELEVATION -

3/16" = 1'-0"

T <18" MAX

A2.1 1

+1'-0" LEVEL 1

2501 E INDIAN SCHOOL PHOENIX, ARIZONA 85016

+10'-6" VIF LEVEL 2

WINDOW GLAZING TO BE TEMPERED IF THE WINDOW IS WITHIN 24" OF A DOORWAY AND THE BOTTOM EDGE IS LESS THAN 60" A.F.F.

WINDOW GLAZING TO BE TEMPERED IF THE SILL HEIGHT IS LESS THAN 18" A.F.F.; OR THE TOP OF THE WINDOW IS GREATER THAN 36" A.F.F.

GLASS IN ANY DOOR TO BE TEMPERED.

WINDOWS LESS THAN 9S.F. DO NOT NEED TO BE TEMPERED. project:

+10'-6" VIF LEVEL 2

>36" MIN

<60" MAX

S:\2021\21079 - Knockwood - 2501 Indian School Permit Violation\09 Construction Drawings\01 Arch\BP Set - without Ramp\004 - 21-079 - A2.1 Elevations - without Ramp.dwg Jun 23, 2021-9:27am jsobelman

consultant:

date:

06/21/2021

issued for:

revision no.:

PERMIT SUBMITTAL date:

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

job no.:

21-079

sheet title: EXTERIOR ELEVATIONS

A1.1

sheet no.:

360 STEWART + REINDERSMA ARCHITECTURE, PLLC

2" X 6" WOOD DECKING

NOT - IN - SCOPE

VIF

1"X1" SQ. GUARDRAIL

JOIST

1/2"X1/2" SQ. BALUSTER

3'-0"

ANCHOR PLATE

3'-6"

WOOD GUARD POST

10'-3"

6'-3"

1"X1" SQ. HANDRAIL

7'-6"

1"X1" SQ. BASERAIL

BOLTS

5'-1 1/2"

2X WOOD STRINGER

A2.1 7

2X WOOD TREAD

1'-0"

3'-6"

1-1/2"X1-1/2" "L" ANGLE

SCALE: 1" = 1'-0"

STAIR SECTION -

1" = 1'-0"

STAIR PLAN -

1/4" = 1'-0"

STAIR DETAIL -

7'-7 1/2" EQ

1" = 1'-0"

2501 E INDIAN SCHOOL PHOENIX, ARIZONA 85016

8 POST-TO-STRINGER DETAIL

EXISTING BUILDING BEYOND

10'-3"

4'-10" 4" TYP.

3'-6"

3'-0"

3'-6"

3'-0"

3'-6"

3'-0"

3'-6" 1'-0" 3'-0"

BUILDING PERMIT SUBMITTAL

3'-6"

3'-0"

06/21/2021

3'-6"

S:\2021\21079 - Knockwood - 2501 Indian School Permit Violation\09 Construction Drawings\01 Arch\BP Set - without Ramp\005 - 21-079 - A1.2 Stair Details - without Ramp.dwg Jun 23, 2021-8:32am jsobelman

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

1"X1" SQ. BASERAIL

1'-0"

11'-4"

1/2" = 1'-0"

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

STAIR DETAILS

3'-6"

GUARD RAIL DETAIL

COMMENTS or Q.A. REVIEW

21-079

1/2"X1/2" SQ. BALUSTER WOOD COLUMNS

STAIR RAIL DETAIL

1/2" = 1'-0"

WEST ELEVATION - REAR STAIR DETAIL -

1/4" = 1'-0"

SOUTH ELEVATION - REAR STAIR DETAIL -

1/4" = 1'-0"

A2.2

KEYED NOTES: 1

EXISTING WALLS TO BE DEMO'D

2 3 4

360

STEWART + REINDERSMA ARCHITECTURE, PLLC

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

8 9 10 11

48'-0" 7'-3 1/2"

16'-8"

12'-0 1/2"

architect:

13 14

16 17 18

EXISTING MEZANINE

19 consultant:

EXISTING MEZANINE

8'-0"

5'-8 1/2"

BATHROOM

8'-0"

3'-2"

6'-3 1/2"

3'-5"

17'-0"

10'-0"

LIVING ROOM

EXISTING GARAGE AND STORAGE

contact:

38'-0"

6'-3 1/2"

38'-0"

BEAM ABOVE

11'-3"

GENERAL NOTES: 1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

6'-3 1/2"

12 1

23'-11 1/2"

3'-10"

4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT.

5'-0"

5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

3'-0"

6'-3 1/2"

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD. GARAGE DOOR

10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION.

B 3'-10" 6'-3 1/2"

6'-3 1/2"

7'-4 1/2"

345 N. 6TH AVENUE PHOENIX, ARIZONA 85003

7'-0"

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

ENTRY

7'-0 1/2"

5'-10"

11. PER 2012 IBC - SECTION 1210.2.2: WALLS AND PARTIONS WITHIN 2 FEET OF SERVICE SINKS, URINAL AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 48" ABOVE THE FLOOR.

6'-2" 12'-0"

48'-0"

LEGEND:

project:

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE II - 345 N 6th Ave\009 - 21-017 - A1.1 Floor Plan - 345 - Existing.dwg Jun 25, 2021-3:06pm jsobelman

6'-3 1/2"

22'-7"

12 1

EXTERIOR MASONRY WALL

date: INTERIOR STUD WALL

06/21/21

issued for: PERMIT SET revision no.:

date:

FLOOR PLAN - DEMO -

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

job no.:

21017.1

sheet title:

1/4" = 1'-0"

FLOOR PLAN

NORTH sheet no.:

A1.2

KEYED NOTES:

FULL HEIGHT GLASS

NEW ENTRY DOOR

5'-0" ADA TURN RADIUS

PROPOSED LIVING ROOM LAYOUT; ARCHITECTURAL INTENT ONLY

LOFT ABOVE

BEAM ABOVE

EXISTING COLUMN

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

2 48'-0" 12'-0"

12'-2"

architect:

11'-10"

Ø5'

-0"

6'-3 1/2"

KITCHENETTE 81SF

6'-3 1/2"

Ø5'

-0"

KITCHENETTE 81SF

Ø5'-0"

BATHROOM 60SF

-0"

KITCHENETTE 81SF

Ø5'

-0"

KITCHENETTE 81SF

Ø5'-0"

BATHROOM 60SF

Ø5'-0"

BATHROOM 60SF

38'-0"

GENERAL NOTES:

contact:

6'-3 1/2"

1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

6'-3 1/2"

3'-0"

STAIRS UP TO LOFT BEDROOM

3'-0"

STAIRS UP TO LOFT BEDROOM

4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT.

3'-0"

STAIRS UP TO LOFT BEDROOM

5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

STAIRS UP TO LOFT BEDROOM

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

LIVING ROOM 184SF

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

LIVING ROOM 184SF

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

345 N. 6TH AVENUE PHOENIX, ARIZONA 85003

6'-3 1/2"

LIVING ROOM 184SF

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD.

10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION.

3'-3 3/4"

4'-2"

8'-7 3/4"

4'-2"

7'-8 1/2"

4'-2"

8'-2"

4'-2"

LEGEND:

project:

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE II - 345 N 6th Ave\009 - 21-017 - A1.1 Floor Plan - 345.dwg Jun 28, 2021-1:55pm jsobelman

consultant:

3'-2"

EXTERIOR MASONRY WALL

date:

INTERIOR STUD WALL

06/21/21

issued for: PERMIT SET revision no.:

date:

FLOOR PLAN - NEW FIRST FLOOR -

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

job no.:

21017.1

sheet title:

1/4" = 1'-0"

FLOOR PLAN

NORTH sheet no.:

A1.2

KEYED NOTES: 1

FULL HEIGHT GLASS

GUARD RAIL

EXISTING COLUMN

NEW 2"X6" METAL STUD WALL

NEW 2"X4" METAL STUD WALL

EXISTING WALL TO REMAIN

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

2 48'-0" 12'-0"

CLO.

BATHROOM

CLO.

BATHROOM

CLO.

BATHROOM

6'-3 1/2"

BATHROOM

6'-9"

3'-2"

12'-2"

11'-10"

BEDROOM LOFT

38'-0"

6'-3 1/2"

BEDROOM LOFT

GENERAL NOTES: 1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301.

6'-3 1/2"

STAIRS DOWN TO LIVING ROOM

3'-0"

STAIRS DOWN TO LIVING ROOM

OPEN TO BELOW

STAIRS DOWN TO LIVING ROOM

OPEN TO BELOW

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC. 9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD.

4 1

10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION.

5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

STAIRS DOWN TO LIVING ROOM

OPEN TO BELOW

4 1

3'-0"

345 N. 6TH AVENUE PHOENIX, ARIZONA 85003

3'-0"

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE II - 345 N 6th Ave\009 - 21-017 - A1.1 Floor Plan - 345.dwg Jun 28, 2021-2:16pm jsobelman

6'-3 1/2"

BEDROOM LOFT

19'-2 1/2"

5'-11 3/4"

12'-9 3/4"

10'-8 1/2"

12'-4"

LEGEND: EXTERIOR MASONRY WALL

06/23/2021

FLOOR PLAN - NEW SECOND FLOOR -

INTERIOR STUD WALL

PERMIT SUBMITTAL

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

1/4" = 1'-0" NORTH

FLOOR PLAN

A1.2

KEYED NOTES: 1

FULL HEIGHT GLASS

NEW ENTRY DOOR

5'-0" ADA TURN RADIUS

PROPOSED LIVING ROOM LAYOUT; ARCHITECTURAL INTENT ONLY

LOFT ABOVE

GUARD RAIL

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

12'-0"

3'-3 1/2"

5'-8"

CLO.

BATHROOM

Ø5'

6'-9"

7'-2"

-0"

5'-10"

Ø5'-0"

19'-2 1/2"

3'-3 1/2"

KITCHENETTE 81SF

BEDROOM LOFT BATHROOM 60SF

4'-2"

2'-10 1/2"

GENERAL NOTES: 1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

4'-0"

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301.

3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL. 4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT. 5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS. 6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK. 7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC. 8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

3'-0"

STAIRS UP TO LOFT BEDROOM

345 N. 6TH AVENUE PHOENIX, ARIZONA 85003

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE II - 345 N 6th Ave\009 - 21-017 - A1.2 Unit Plan - 345.dwg Jun 28, 2021-1:18pm jsobelman

3'-4"

4'-8"

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD.

STAIRS DOWN TO LIVING ROOM

10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION. 11. PER 2012 IBC - SECTION 1210.2.2: WALLS AND PARTIONS WITHIN 2 FEET OF SERVICE SINKS, URINAL AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 48" ABOVE THE FLOOR.

LIVING ROOM 184SF

OPEN TO BELOW

06/23/2021 PERMIT SUBMITTAL

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

FLOOR PLAN

ENLARGED UNIT PLAN - FIRST FLOOR -

3/8" = 1'-0" NORTH

ENLARGED UNIT PLAN - SECOND FLOOR -

3/8" = 1'-0" NORTH

A1.1

KEYED NOTES:

6" STL. STUD DEMISING WALL W/ R-19 SOUND BATT INSULATION. PROVIDE 5/8" GYP. BD. (UNTAPED & UNPAINTED) EACH SIDE. REFER TO WALL PARTITION TYPES AND WALL LEGEND.

STEEL COLUMN, TYP. REFER TO STRUCTURAL.

LOCATION OF 200 AMP, 120/208 VOLT, 3 PHASE (TENANT) ELEC. PANEL. REFER TO ELECTRICAL.

ROOF ACCESS HATCH AND LADDER. REFER TO DETAILS 4&5/A.5.

EXTERIOR WALL: 6" STL. STUDS WITH EXTERIOR FINISH (ONE COAT STUCCO, FIBER CEMENT PANELS OR ADHERED VENEER) OVER CODE APPROVED WEATHER RESISTIVE BARRIER OVER EXTERIOR GRADE SHEATHING (TYP.) - SEE ELEVATIONS, WALL SECTIONS & WALL TYPES FOR TYPE/SIZE.

8' HIGH STEEL STUD FRAMED PIER WITH ADHERED VENEER FINISH AND STEEL COLUMN. REFER TO STRUCTURAL AND DETAIL 10/A.8..

STOREFRONT DOOR. REFER TO DOOR SCHEDULE.

STOREFRONT WINDOW SYSTEM. REFER TO WINDOW SCHEDULE.

3/4" HR RATED HOLLOW METAL DOOR AND FRAME. REFER TO DOOR SCHEDULE.

EDGE OF CONCRETE SLAB. REFER TO STRUCTURAL.

NO SLAB THIS AREA. REFER TO STRUCTURAL.

POTENTIAL LOCATION OF FUTURE DEMISING WALL - N.I.C.

FIRE SPRINKLER RISER.

FIRE DEPARTMENT CONNECTION.

ELECTRICAL SERVICE ENTRANCE SECTION ON CONCRETE PAD PER POWER COMPANY REQUIREMENTS. REFER TO ELECTRICAL.

ELECTRICAL PANEL. REFER TO ELECTRICAL.

ROOF DRAINAGE PIPES INSIDE STL. STUD WALL. REFER TO PLUMBING.

3'-0" HIGH RAIL AT EDGE OF PATIO. REFER TO DETAIL 8/A.8.

STEEL CANOPY ABOVE, TYP. - SEE DETAILS 13 & 15/A8, WALL SECTIONS & STRUCTURAL

STEEL DRIVE THRU CANOPY- SEE DETAIL 2/A7 & STRUCTURAL

1 HR FIRE RESISTIVE EXTERIOR WALL (UL DES U465) THIS LOCATION. SEE WALL SECTION 3/A.7.1.

KNOX BOX LOCATION

59'-4"

29'-8"

6'-5 1/2"

4'-10"

6'-5 1/2"

7'-10 5/8"

7'-11 3/8"

6'-3"

7'-10 5/8"

7'-11 3/8"

29'-8"

9'-1"

BEDROOM 01 xxx

9'-1"

21'-7 1/8"

BEDROOM 01 xxx

7'-7 1/2"

13'-10"

5'-10"

2'-0"

5'-10"

13'-10"

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

7'-1 1/2"

10'-7"

5'-0"

18'-7 1/2"

EX. STAIRS TO BE DEMO'D

GENERAL NOTES:

6'-7 3/4"

4'-8 1/2"

1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

10'-5"

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301. 3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL. 4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT. 5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

xxx BEDROOM 01

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

345 & 347 N. 6TH AVENUE PHOENIX, ARIZONA 85003

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION.

xxx BEDROOM 01

6'-3"

xxx BEDROOM 01

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

21'-7 1/8"

9'-1"

21'-7 1/8"

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE I - 347 N 6th Ave\009 - 21-017 - A1.1 Floor Plan - 347 Existing.dwg Jun 28, 2021-12:13pm nmonty

STEWART + REINDERSMA ARCHITECTURE, PLLC

BEDROOM 01 xxx

21'-7 1/8"

A2.1 1

360

7'-11 3/8"

7'-10 5/8"

6'-5 1/2"

4'-10"

29'-8"

6'-5 1/2"

7'-10 5/8"

06/16/2021

7'-11 3/8"

PERMIT SUBMITTAL

29'-8"

59'-4"

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

EXISTING FLOOR PLAN

FLOOR PLAN - DEMO -

3/16" = 1'-0" NORTH

A1.2

KEYED NOTES:

6" STL. STUD DEMISING WALL W/ R-19 SOUND BATT INSULATION. PROVIDE 5/8" GYP. BD. (UNTAPED & UNPAINTED) EACH SIDE. REFER TO WALL PARTITION TYPES AND WALL LEGEND.

STEEL COLUMN, TYP. REFER TO STRUCTURAL.

LOCATION OF 200 AMP, 120/208 VOLT, 3 PHASE (TENANT) ELEC. PANEL. REFER TO ELECTRICAL.

ROOF ACCESS HATCH AND LADDER. REFER TO DETAILS 4&5/A.5.

8' HIGH STEEL STUD FRAMED PIER WITH ADHERED VENEER FINISH AND STEEL COLUMN. REFER TO STRUCTURAL AND DETAIL 10/A.8..

STOREFRONT DOOR. REFER TO DOOR SCHEDULE.

STOREFRONT WINDOW SYSTEM. REFER TO WINDOW SCHEDULE.

3/4" HR RATED HOLLOW METAL DOOR AND FRAME. REFER TO DOOR SCHEDULE.

EDGE OF CONCRETE SLAB. REFER TO STRUCTURAL.

NO SLAB THIS AREA. REFER TO STRUCTURAL.

POTENTIAL LOCATION OF FUTURE DEMISING WALL - N.I.C.

FIRE SPRINKLER RISER.

FIRE DEPARTMENT CONNECTION.

ELECTRICAL SERVICE ENTRANCE SECTION ON CONCRETE PAD PER POWER COMPANY REQUIREMENTS. REFER TO ELECTRICAL.

ELECTRICAL PANEL. REFER TO ELECTRICAL.

ROOF DRAINAGE PIPES INSIDE STL. STUD WALL. REFER TO PLUMBING.

3'-0" HIGH RAIL AT EDGE OF PATIO. REFER TO DETAIL 8/A.8.

STEEL CANOPY ABOVE, TYP. - SEE DETAILS 13 & 15/A8, WALL SECTIONS & STRUCTURAL

STEEL DRIVE THRU CANOPY- SEE DETAIL 2/A7 & STRUCTURAL

1 HR FIRE RESISTIVE EXTERIOR WALL (UL DES U465) THIS LOCATION. SEE WALL SECTION 3/A.7.1.

KNOX BOX LOCATION

59'-4"

29'-8"

7'-11 3/8"

7'-10 5/8"

29'-8"

6'-5 1/2"

4'-10"

6'-5 1/2"

7'-10 5/8"

7'-11 3/8"

A 6'-3"

6'-3"

NEW BACK PATIO

9'-1"

BEDROOM 01 xxx

9'-1"

21'-7 1/8"

BEDROOM 01 xxx

13'-10"

5'-10"

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

2'-0"

5'-10"

13'-10"

7'-1 1/2"

7'-0"

18'-7 1/2"

7'-7 1/2"

GENERAL NOTES: 1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

A8.1 12

xxx BEDROOM 01

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

xxx BEDROOM 01

345 & 347 N. 6TH AVENUE PHOENIX, ARIZONA 85003

xxx BEDROOM 01

4'-5 7/8"

6'-3"

xxx BEDROOM 01

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

21'-7 1/8"

9'-1"

21'-7 1/8"

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE I - 347 N 6th Ave\009 - 21-017 - A1.1 Floor Plan.dwg Jun 28, 2021-12:14pm nmonty

STEWART + REINDERSMA ARCHITECTURE, PLLC

BEDROOM 01 xxx

21'-7 1/8"

A2.1 2

360

NEW BACK PATIO 7'-11 3/8"

7'-10 5/8"

6'-5 1/2"

4'-10"

6'-5 1/2"

7'-10 5/8"

06/16/2021

7'-11 3/8"

PERMIT SUBMITTAL

29'-8"

59'-4"

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

NEW FLOOR PLAN

FLOOR PLAN - NEW -

3/16" = 1'-0" NORTH

A1.2

2'-5 1/2"

EXISTING WALL TO BE DEMO'D FOR NEW BAR COUNTER OPENING

BUILT-IN SHELVING TO BE DEMO'D

EXISTING WATER HEATER TO BE REPLACED WITH NEW

EXISTING DUPLEX PLUGS TO BE CAPPED, REPLACED BY NEW

EXISTING DOOR TO HVAC CLOSET TO BE REMOVED, REPLACED W/ NEW

EXISTING BLINDS TO WATER HEATER TO BE REMOVED, REPLACED W/ DOOR

BATHROOM 5'-4"

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

BEDROOM

360 STEWART + REINDERSMA ARCHITECTURE, PLLC

11'-5"

KITCHEN

2'-0"

10'-11 1/2"

10'-5 1/2"

CLO.

7'-0 5/8"

5'-5 1/8"

KEYED NOTES:

HVAC

1 5 6

CORRIDOR

2'-11"

BEDROOM

4'-1 5/8"

10'-1 5/8"

CLO. 2'-11 1/2"

13'-11 3/8"

12'-7 1/4" 3'-1"

CLO.

UNIT PLAN - DEMO -

3/8" = 1'-0" NORTH

GENERAL NOTES: 1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB. 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301. 3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL. 4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT. 5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

BATHROOM 5'-4"

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

11'-5"

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD.

KITCHEN BEDROOM

345 & 347 N. 6TH AVENUE PHOENIX, ARIZONA 85003

2'-5 1/2"

2'-0"

10'-11 1/2"

10'-5 1/2"

CLO.

7'-0 5/8"

5'-5 1/8"

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION.

HVAC

A6.1 1

2'-11"

CORRIDOR

06/16/2021 PERMIT SUBMITTAL

LIVING ROOM BEDROOM

4'-1 5/8"

10'-1 5/8"

CLO. 2'-11 1/2"

13'-11 3/8"

12'-7 1/4" 3'-1"

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE I - 347 N 6th Ave\009 - 21-017 - A1.1 Unit Plan.dwg Jun 29, 2021-9:42am jsobelman

LIVING ROOM

CLO.

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

UNIT PLANS

UNIT PLAN - NEW -

3/8" = 1'-0" NORTH

A2.1

KEYED NOTES:

A6.1

7 5

6'-8 1/2"

11'-5"

3'-8 1/2"

36" MAX SEE KEYNOTES

8'-2 1/2"

2 A6.1

7'-5"

REF.

MICROWAVE

BAR COUNTER

WALL BEYOND

EXIT TO BACK PATIO

NEW STOVE HOOD; 36" MAX. FROM TOP OF COOKING SURFACE TO BOTTOM OF VENT HOOD

BACKSPLASH

7'-1"

REFRIGERATOR

STO.

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

3 8'-2 1/2"

STO.

36" MAX SEE KEYNOTES

SINK

MICRO.

STORAGE

5'-2 1/2"

1" 3'-0"

STOVE

3'-0"

3 3/8"

STOVE

2'-2"

2'-5"

5'-8"

2'-5"

3'-2 1/4"

NEW KITCHEN PLAN -

7'-0 5/8"

1/2" = 1'-0"

7'-0 5/8"

NEW KITCHEN ELEVATION -

1/2" = 1'-0"

NEW KITCHEN ELEVATION -

1/2" = 1'-0"

1'-6"

2'-0"

345 & 347 N. 6TH AVENUE PHOENIX, ARIZONA 85003

3'-0"

OPEN TO BEYOND

6'-8 1/2"

3'-0"

10 1/2"

6'-8 1/2"

36" MAX SEE KEYNOTES

OPEN TO BEYOND

1" 1'-9 1/8"

2'-0"

2'-6"

8'-2 1/2"

3'-0"

1'-6"

3'-8 1/2"

1'-6"

WALL BEYOND

分

秒

3'-0"

STOVE

3'-0"

S:\2021\21017 - Knockwood - 347 N 6th Ave PHX\09 Construction Drawings\01 Arch\PHASE I - 347 N 6th Ave\015 - 21-017 - A6.1 Kitchen Details.dwg Jun 29, 2021-3:30pm jsobelman

NORTH

5'-5" 2'-5"

5'-8"

10" 7'-1" 10'-5"

10'-5"

BAR COUNTER SECTION -

1" = 1'-0"

NEW KITCHEN ELEVATION -

06/16/2021

1/2" = 1'-0"

NEW KITCHEN ELEVATION -

1/2" = 1'-0" 1

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-017

NEW KITCHEN DETAILS

A6.1

KEYED NOTES:

CURRENT A.W.I. STANDARDS, WITH 4" BACKSPLASH

1 1.

3-0" VANITY LIGHT FIXTURE MTD. AT 6'-0" A.F.F. - REF. TO ELEC.

2. 2

MIRROR

3. 3

VANITY SINK WITH DUAL-VALVE FAUCET - REF. PLUMB.

4. 4

MATCHING SHOWER HEAD, MIXING VALVE, SET, MTD. PER MAUF. INSTALLATION INSTRUCTIONS REF. PLUMB.

5. 5

CERAMIC WALL TILE SHOWER SURROUND TO 6'-0" A.F.F.

6. 6

GLASS SHOWER ENCLOSURE, MT'D PER MANUF. INSTALLATION INSTRUCTIONS.

7. 7

RESIDENTIAL 1 GPF TOILET - REF. TO PLUMB

8. 8

17" X 27" RECESSED MIRRORED MEDICINE CABINET

9. 9

ADA COMPLIANT RESIDENTIAL 1 GPF TOILET - REF. TO PLUMB.

10. 10

ADA COMPLIANT SHOWER SPRAY AND CONTROLS

11. 11

ADA COMPLIANT FOLDING SHOWER SEAT

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

12. GRAB BARS 12 13. 13

ADA COMPLIANT ROLL-UNDER LP SINK PLUMBING COVER

14 14.

PREMOLDED PAN

15. COMPRESSIBLE VINYL SHOWER THRESHOLD 15 NOTE: ALL CABINETS TO BE LP UNITS WITH LP COUNTERTOPS, MANUFACTURED AND INSTALLED TO

1 4

2 2

3 6'-0"

6'-0"

3 6'-0"

3'-3"

1'-6"

BATHROOM - STANDARD

3'-2"

3/8" = 1'-0"

BATHROOM PLAN -STANDARD

3/8" = 1'-0"

6 1

3 7

8 3

D 4/A10.1 B C

1'-6"

3'-3"

3'-0"

1'-6"

3'-0"

6'-0"

1'-6"

3'-2"

BATHROOM - STANDARD

3021 W. WILLIAMS DRIVE PHOENIX, ARIZONA 85027

6'-0"

3/8" = 1'-0"

BATHROOM PLAN - STANDARD

3/8" = 1'-0"

07/19/21

BATHROOM - TYPE A

2'-10" MAX.

33-36"

A D 6/A10.1 B

5'-0"

3'-0"

6" MAX.

8" MIN.

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-080

BATHROOM INTERIOR ELEVATIONS

9" MIN.

38"-48" 17"-19"

17" MIN.

33-36"

6'-2 1/2"

6'-0"

6'-2 1/2"

6'-0"

3'-0"

38"-48"

33-36"

27" MAX.

12 11

29" MIN.

50% CONSTRUCTION DOCUMENTS

40" MAX. 2'-10" MAX. 27" MIN.

6'-0"

40" MAX.

17"-19"

S:\2021\21080 - Williams Court Townhomes, PHX\09 Construction Drawings\01 Arch\023 - 20-080 - A10.1 - A10.2 Interior Elevations.dwg Jul 27, 2021-12:40pm CNeuhaus

3'-0"

D 2/A10.1 B

3/8" = 1'-0"

BATHROOM PLAN - TYPE A

3/8" = 1'-0"

A10.1

KEYED NOTES: 1. 1 REFRIGERATOR - BY OWNER 22. ELECTRIC STOVE - BY OWNER 33. OVER-RANGE COMBO. MICROWAVE/ HOOD, RECIRCULATING - BY OWNER 44. DUAL TUB STAINLESS STEEL KITCHEN SINK WITH SPRAYER FAUCET - REF. TO PLUMB,.

360

55. UNDERCOUNTER ADA COMPLIANT MICROWAVE - BY OWNER. 66. RANGE / OVEN, ADA COMPLIANT WITH FRONT CONTROLS - BY OWNER. 77. VENTLESS HOOD WITH REMOTE WALL SWITCH FOR ADA COMPLIANCE - BY OWNER.

STEWART + REINDERSMA ARCHITECTURE, PLLC

8. ADA COMPLIANT DOUBLE SINK WITH KNEE SPACE BELOW, FAUCET OPERABLE PARTS NO HIGHER 8 THAN 48", AND REMOTE SWITCH FOR DISPOSAL.

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

NOTE: ALL CABINETS TO BE LP UNITS WITH LP COUNTERTOPS, MANUFACTURED AND INSTALLED TO CURRENT A.W.I. STANDARDS, WITH 4" BACKSPLASHES

14'-4" V.I.F.

LIVING

3'-3" 24"

2/A10.2 B

34"

6'-8"

34"

A TYPE A KITCHEN KITCHEN INTERIOR - TYPE 'A' 2

24"

C 1

3/8" = 1'-0"

14'-4" V.I.F.

KITCHEN PLAN - TYPE 'A'

3/8" = 1'-0"

14'-4" V.I.F.

2'-0"

A 3'-0"

3'-0"

4/A10.2 B

KITCHEN

3'-0"

3021 W. WILLIAMS DRIVE PHOENIX, ARIZONA 85027

3'-3" 2'-0"

6'-0"

DINING

2'-0"

LIVING

3'-0"

2'-11 1/2"

KITCHEN

24"

KITCHEN INTERIOR ELEVATIONS - STANDARD - 1ST FLOOR

3/8" = 1'-0"

11'-4 1/2" V.I.F.

KITCHEN PLAN

3/8" = 1'-0"

11'-4 1/2" V.I.F.

07/19/21

3'-0"

2'-0" 2'-0"

3'-0"

A KITCHEN INTERIOR ELEVATIONS - STANDARD - 2ND & 3RD FLOORS

A 6/A10.2 C

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-080

LIVING

DINING

3'-0"

50% CONSTRUCTION DOCUMENTS

2'-11"

3'-0"

3'-9"

2'-0"

2'-8 1/2"

3'-0"

2'-0"

S:\2021\21080 - Williams Court Townhomes, PHX\09 Construction Drawings\01 Arch\023 - 20-080 - A10.1 - A10.2 Interior Elevations.dwg Jul 27, 2021-8:51am jsobelman

2'-6"

15"

34"

15"

6'-0"

15"

2'-11 1/2"

33"

10"

DINING

KITCHEN INTERIOR ELEVATIONS

KITCHEN

3/8" = 1'-0"

KITCHEN PLAN

3/8" = 1'-0"

A10.2

KEYED NOTES:

11'-9 1/2"

4'-0"

9'-2" B.O. TRUSS

3'-2"

4'-0"

ELEVATION AT RECEPTION AND COFFEE AREA -

EXISTING STOREFRONT WINDOWS TO REMAIN

EXISTING STOREFRONT DOOR TO REMAIN

12' X 7' GARAGE DOOR

11' 9" X 4' GARAGE DOOR

PICK-UP COUNTER FOR TO-GO ORDERS

NEW STOREFRONT AND ENTRY DOOR

16' X 7' GARAGE DOOR

42" LOW WALL W/ CAP

36" COUNTER BEYOND

TYPE I HOOD

DRAFT TOWER

FOOT RAIL

BAR HEIGHT SEATING

MERCHANDISE CASES

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

1/4" = 1'-0"

2'-6"

OPEN TO BEYOND

6 1/2"

3'-6"

3'-2"

OPEN TO BEYOND 13

3'-6"

3'-2"

OPEN TO COMMON WASH AREA BEYOND

OPEN TO PREP AREA BEYOND

OPEN TO BEYOND

9'-2" B.O. TRUSS

7'-0"

9'-2" B.O. TRUSS

6'-1 1/2"

4'-1 1/2"

1/4" = 1'-0"

ELEVATION AT COFFEE AND CIDER AREAS -

1/4" = 1'-0"

7'-1 1/2"

ELEVATION AT DINING AREA -

202 WEST MAIN STREET MESA, ARIZONA 85201

7'-1 1/2"

9'-2" B.O. TRUSS

1/4" = 1'-0"

21'-8 1/2"

3'-0"

3'-6"

OPEN TO BEYOND

ELEVATION AT CIDER AREA AND KITCHEN -

DESIGN DEVELOPMENT

14 7 8

OPEN TO BEYOND

3'-6"

07/29/21

2'-5 1/2"

OPEN TO BEYOND

9'-2" B.O. TRUSS

S:\2021\21007 - Caliber - Cider Corps Brewery (202 W. Main St.)\08 Design Development\01 Arch\011 - 21-007 - A6.1 Interior Elevations.dwg Aug 3, 2021-11:18am jsobelman

ELEVATION AT DINING AREA

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-007

INTERIOR ELEVATIONS 1/4" = 1'-0"

A6.1

KEYED NOTES:

11'-9 1/2"

12 10

3'-0"

3'-6"

2'-6" MIN. CLR.

6'-11"

2'-6" MIN. CLR.

4'-0"

2'-5 1/2"

3'-11 1/2" 11"

7'-8 1/2"

5'-9 1/2"

1'-0"

3'-8 1/2"

2'-9 1/2"

1'-4"

11"

6'-11 1/2"

ELEVATION

3'-6"

3'-2"

5'-1"

3'-2"

9'-2" B.O. TRUSS

3'-2"

9'-2" B.O. TRUSS

1/4" = 1'-0"

ELEVATION -

1/4" = 1'-0"

6'-4"

3'-2" 13

6'-0" 11"

3'-11 1/2"

4'-0"

11'-2"

4'-0"

PICK-UP COUNTER FOR TO-GO ORDERS

42" LOW WALL W/ CAP, TYP.

36" COUNTER, TYP.

BAR SERVICE AND EQUIPMENT BEYOND

FOOT RAIL

BAR HEIGHT SEATING

ICE MACHINE, PER MANUFACTURER

COOLER, PER MANUFACTURER

GRINDER, PER MANUFACTURER

ESPRESSO MACHINE, PER MANUFACTURER

DRIP MACHINE, PER MANUFACTURER

UNDER-COUNTER REFRIGERATOR, PER MANUFACTURER

SINK

KEGERATOR, PER MANUFACTURER

3 COMP SINK, PER MANUFACTURER

DISHWASHER, PER MANUFACTURER

STORAGE

TRASH, PER MANUFACTURER

FOOD SCALES, PER MANUFACTURER

HOT WATER

A.T.

K.B.

FLUSH DRIP TRAY

FINISHER DRIP TRAY

SOFT SERVE MACHINE, PER MANUFACTURER

RINSER, PER MANUFACTURER

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

1'-0"

5'-9 1/2"

2'-5 1/2"

1'-4" 6'-3 1/2"

ELEVATION -

1/4" = 1'-0"

ELEVATION -

1/4" = 1'-0"

1'-0 1/2"

9'-3 1/2"

2'-7"

11"

9'-2 1/2" 11"

11"

202 WEST MAIN STREET MESA, ARIZONA 85201

3'-6"

3'-2"

9'-2" B.O. TRUSS

3'-6"

9'-2" B.O. TRUSS

2'-5 1/2"

6'-0" 11"

5'-9 1/2"

8'-5" 11"

11"

6'-3 1/2"

7'-8 1/2"

ELEVATION AT COFFEE AREA SEATING -

1/4" = 1'-0"

ELEVATION AT COFFEE AREA SEATING -

1/4" = 1'-0"

07/29/21

DESIGN DEVELOPMENT

9'-2" B.O. TRUSS

7'-1 1/2"

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-007

3'-6"

S:\2021\21007 - Caliber - Cider Corps Brewery (202 W. Main St.)\08 Design Development\01 Arch\011 - 21-007 - A6.1 Interior Elevations.dwg Aug 3, 2021-11:46am jsobelman

11' 9" X 4' GARAGE DOOR

3'-8 1/2"

2'-7"

11" 10'-1 1/2"

3'-2"

POS

3'-6"

POS

7'-1 1/2"

9'-2" B.O. TRUSS

3'-6"

COFFEE AREA INTERIOR ELEVATIONS 6

7'-11"

2'-2"

6'-4"

11"

ELEVATION AT COFFEE AREA SEATING -

1/4" = 1'-0"

A6.2

KEYED NOTES:

108'-5 1/2" 76'-9 1/2"

24'-4"

3'-4"

6'-8"

4'-0"

23'-0 1/2"

3'-0"

1 6

1'-0"

8'-0"

BATH

6'-0"

1'-8"

6'-11 1/4"

7'-4"

1'-0"

9'-4"

20'-5 1/2"

19'-5 3/4"

2 1'-7 1/4"

20'-0"

10'-0"

2'-0" 3'-4"

28'-2"

24'-4"

108'-5 1/2"

76'-9 1/2"

1'-3"

10'-8 1/2" 3'-11"

ELECTRICAL PANEL

PLUMBING FIXTURES

WATER HEATER ABOVE

HAND SINK

DRINKING FOUNTAIN

2" X 6" WOOD POST

20" TALL LOW WALL

SIDEWALK TO ENTRY DOOR

2" X 12" BEAM UNDER JOISTS

2" X 12" LEDGER

2" X 12" BEAMS OVER JOISTS

2X JOISTS (X29); 1'-4" O.C.

2X JOISTS (X30); 2'8" O.C.

1'-2" X 6'-0" SKYLIGHT

2'-6" X 6'-0" SKYLIGHT

ROOF OVERHANG

EXTERIOR DOOR

EXTERIOR WINDOW

360 STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

2 7'-4"

10'-0" X 10'-0" GARAGE DOOR

1'-0" SQ.

6'-11 1/4"

26'-0 1/2"

FLOOR PLAN - DEMO

3'-6"

6'-0"

4'-5"

6'-8"

2'-9"

2'-6"

8 1

18'-4"

19 1'-11"

18'-7 1/4"

14'-6 1/2"

40'-0 1/2"

MAIN AREA

20'-0" X 12'-7" GARAGE DOOR TO REMAIN, REPLACED BY NEW

1'-0" SQ.

STORAGE

6'-7"

1'-3"

40'-0 1/2"

5'-0"

1/8" = 1'-0"

WALL LEGEND CONCRETE BLOCK WOOD FRAMING DEMO

108'-5 1/2" 76'-9 1/2"

24'-4" 12'-8"

3'-4"

4'-0"

6'-0"

1 12

5'-6"

5246 W. LUKE AVE. GLENDALE, ARIZONA 85301

BATH

7'-8"

19'-4"

14'-0"

MAIN AREA

31'-8 1/2"

13'-4"

5'-6"

STORAGE

5'-6"

40'-0 1/2"

5'-6"

TYP

40'-0 1/2"

GENERAL NOTES: 12'-7"

1'-4" TYP.

S:\2021\21095 - Four Peaks Building Group - Gron, Glendale\09 Construction Drawings\01 Arch\001 - 21-095 - D1.1 Floor Plan - Demo.dwg Aug 6, 2021-2:38pm jsobelman

NORTH

14 TYP

24'-4"

TYP

08/05/21

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301.

15 108'-5 1/2"

76'-9 1/2"

1/8" = 1'-0"

3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL.

5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

COMMENTS or Q.A. REVIEW

X/XX/XX

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

COMMENTS

X/XX/XX

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

COMMENTS

X/XX/XX

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC.

COMMENTS

X/XX/XX

9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD. NORTH

PERMIT SUBMITTAL

4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT.

7'-4"

REFLECTED CEILING PLAN - DEMO -

17 TYP

2'-8" TYP.

1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

21-095

DEMO FLOOR PLAN AND REFLECTED CEILING PLAN

D1.1

108'-5 1/2" 76'-9 1/2"

24'-4" 7'-2 3/4"

TYP

3'-4"

360

4'-0"

TYP

10 TYP

TYP

8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

TYP 8'-8"

BATH

TYP

8'-8"

STEWART + REINDERSMA ARCHITECTURE, PLLC

CHOCOLATE / PIPS

TYP

FINAL PRODUCT / FULFILLMENT

1'-0" TYP

TYP

10 TYP

TYP

TYP 10

TYP

14 40'-0 1/2"

1'-3"

9 TYP

OPS OFFICE

W/D

6'-8" 6

TYP

PACK / TUBE

10 TYP

BREAK / EMPLOYEE

EXIT 5

TYP

EXIT

ENTRY / LOCKER

3'-6 1/4"

TYP

1'-0"

WASH

3 2'-9"

16'-2"

14'-3"

LOAD / UNLOAD

9'-2"

8'-2 3/4"

FINAL PACK / FINISH INVENTORY TYP

2'-6"

TYP

13'-8"

TYP

4'-1"

6'-3 3/4"

2 20'-0"

2'-4"

2'-0"

6'-5"

9'-7"

2'-0"

3'-4"

28'-2"

24'-4"

1'-3"

26'-0 1/2"

76'-9 1/2"

7'-4"

108'-5 1/2"

FLOOR PLAN -

5246 W. LUKE AVE. GLENDALE, ARIZONA 85301

S:\2021\21095 - Four Peaks Building Group - Gron, Glendale\09 Construction Drawings\01 Arch\002 - 21-095 - A1.1 Floor Plan.dwg Aug 6, 2021-2:39pm jsobelman

10'-9"

TYP

6 12

9'-1"

7'-4"

1'-0"

40'-0 1/2"

TYP

11 10

1'-0"

TYP

3'-11"

PEARLS / MEGAS

9'-4"

TYP

10'-8 1/2"

TYP

12'-5 1/2"

9'-9"

20'-5 1/2"

19'-5 3/4"

1/4" = 1'-0" NORTH

WALL LEGEND

KEYED NOTES: 1

20'-0" X 12'-7" GARAGE DOOR

19 SINGLE GELATIN REFRIGERATOR

ELECTRICAL PANEL

20 DEPOSITOR

20" TALL LOW WALL

SIDEWALK TO ENTRY DOOR

FIRE MIXER (COLD / HOT WATER AND DRAIN 21 NEEDED)

EXTERIOR DOOR

EXTERIOR WINDOW

22 DISHWASHER 22 STACKED WASHER / DRYER

CONCRETE BLOCK

GENERAL NOTES:

WOOD FRAMING

1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

NEW INTERIOR

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301.

INFILL

3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL.

NEW INTERIOR FINISH

08/05/21 PERMIT SUBMITTAL

4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT. 5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

SPEED RACKS

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK.

2'-0" X 4'-0" VERTICAL STORAGE

2'-0" X 6'-0" VERTICAL STORAGE

7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC.

2'-6" X 6'-0" VERTICAL STORAGE

2'-6" X 8'-0" VERTICAL STORAGE

2'-6" X 5'-0" VERTICAL STORAGE

1'-6" X 6'-0" VERTICAL STORAGE

1'-6" X 4'-0" VERTICAL STORAGE

2'-6" X 8'-0" STAINLESS STEEL TABLE

PANNING MACHINE

TEMPERING MACHINE

REFRIGERATOR

8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC. 9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION. 11. PER 2012 IBC - SECTION 1210.2.2: WALLS AND PARTIONS WITHIN 2 FEET OF SERVICE SINKS, URINAL AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 48" ABOVE THE FLOOR.

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-095

FLOOR PLAN

A1.1

108'-5 1/2" 76'-9 1/2"

24'-4" 12'-8"

3'-4"

360

4'-0"

STEWART + REINDERSMA ARCHITECTURE, PLLC 8145 E. Indian Bend Rd. Scottsdale, Arizona 85250 480.515.5123 www.sra360.com

1 5

7'-8"

1'-0"

5'-6"

19'-4"

14'-0"

25'-9 1/2"

5 9'-4"

4 5'-6"

7'-4"

40'-0 1/2"

13'-6"

5'-6"

40'-0 1/2"

6'-8"

5'-6"

10'-8 1/2"

8'-2 3/4"

5 4

1'-0" 2'-9"

3'-6 1/4"

2 20'-0"

2'-4"

2'-0"

6'-5"

9'-7"

2'-0"

3'-4"

28'-2"

1'-3"

26'-0 1/2"

76'-9 1/2"

24'-4"

7'-4"

108'-5 1/2"

REFLECTED CEILING PLAN -

5246 W. LUKE AVE. GLENDALE, ARIZONA 85301

S:\2021\21095 - Four Peaks Building Group - Gron, Glendale\09 Construction Drawings\01 Arch\03 - 21-095 - A2.1 Ceiling Plan.dwg Aug 6, 2021-3:56pm jsobelman

2'-6"

12'-6"

3'-11"

1/4" = 1'-0" NORTH

KEYED NOTES:

WALL LEGEND CONCRETE BLOCK

GENERAL NOTES:

WOOD FRAMING

1. CONTRACTOR SHALL CONFIRM THAT PREVIOUSLY DIRT PLACED GRANULAR BACKFILL IS CLEAN OF ALL DEBRIS, AND/ OR ORGANICS, AND CONFIRMS A MIN. 4" DEPTH PRIOR TO PLACEMENT OF CONCRETE SLAB.

NEW INTERIOR

2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301.

INFILL

3. CONCRETE SHALL BE READY-MIXED CONCRETE IN ACCORDANCE WITH ASTM C94. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3,000 PSI W/ 3" SLUMP - U.N.O. BY STRUCTURAL.

1'-2" X 4'-0" SKYLIGHT

2'-0" X 4'-0" SKYLIGHT

ROOF OVERHANG

2'-0" X 4'-0" LAY-IN CEILING TILE GRID

START POINT FOR CEILING GRID

4. REFER TO SINK LOCATIONS. G.C. TO COORDINATE ALL FLOOR SINK (F.S.) AND FLOOR DRAINS (F.D.) WITH EQUIPMENT PRIOR TO PLACEMENT.

GYP CEILING IN BATHROOM

5. VERIFY ALL CONDITIONS IN FIELD AND INFORM ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. BASE TO BE PROVIDED AT ALL WALL AND CABINETS.

NEW INTERIOR FINISH

6. G.C. TO VERIFY EXISTING GRADES TO DETERMINE THE PROPER DATUM PRIOR TO COMMENCEMENT OF WORK. 7. PROVIDE 12" HIGH x 12" WIDE WATERPROOF MEMBRANE AT CONCRETE SLAB/WALL JOINTS AT ALL WET AREAS SUCH AS: COUNTER TOPS, BEVERAGE STATIONS, ETC. 8. PROVIDE INTERNAL WALL/CEILING BLOCKING FOR ALL, BATHROOM MIRRORS, GRAB BARS, COUNTER TOPS AT SERVICE AREAS, CEILING FANS, ETC. 9. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM FACE OF STUD. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING W/ CONSTRUCTION. 11. PER 2012 IBC - SECTION 1210.2.2: WALLS AND PARTIONS WITHIN 2 FEET OF SERVICE SINKS, URINAL AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 48" ABOVE THE FLOOR.

08/05/21 PERMIT SUBMITTAL

COMMENTS or Q.A. REVIEW

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX

COMMENTS

X/XX/XX 21-095

REFLECTED CEILING PLAN

A2.1

4300 N. MILLER RD, SUITE 140 SCOTTSDALE, AZ 85251 COSANSTUDIO.COM 480.930.4410

8'-8"

MATCH FINISHED HEIGHT OF NEW CABINETS

EXISTING WALLS

DEMO EXISTING WALLS

8'-65 8"

REMOVE CLOSET DOORS AND ROD

1/2" CLEAR GLASS SET IN TOP AND BOTTOM RECESSED TRACK 1/2" CLEAR GLASS PIVOT DOORS, PATCH FITTINGS

1012" EQ

3 DEMO PLAN

3'-0"

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

1/2" CLEAR GLASS PIVOT DOORS

PREMANUFACTURED WINE RACK SUPPLIED BY OWNER INSTALL PER MANUF. SPECS.

MILLSTEIN WINE

A2.02

8'-8"

SCOTTSDALE, AZ 85255

22025 N DOBSON ROAD

Project Name and Address Censored for Client’s Privacy

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

EXISTING WALLS 10.5" WIDE TO MATCH OTHER SIDE, VERIFY W/ OWNER

INFILL FRAMING5/8" GYP BOARD

SET GLASS BACK 1" FROM FINISHED WALLBOTH SIDES

1/2" CLEAR GLASS PIVOT DOORS

1 A2.02

MATCH FINISHED HEIGHT OF NEW CABINETS

8'-65 8"

REVISIONS

1/2" CLEAR GLASS SET IN TOP AND BOTTOM RECESSED TRACK 1/2" CLEAR GLASS PIVOT DOORS, PATCH FITTINGS

WINE COOLER CEILING GRILLE VERIFY W/ EQUIPMENT AND OWNER FOR EXACT LOCATION

R NOT FO ION RUCT T S N O C DATE SCALE

3'-0"

EQ 10 " 1 2

JUNE 30, 2020

3/16"=1'-0"

ARCHITECT

SCOTT CARSON

PROJECT #

20018

DRAWN BY

CHECKED BY

SHEET # MAIN LEVEL NOTED FLOOR PLAN

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

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

4300 N. MILLER RD, SUITE 140 SCOTTSDALE, AZ 85251 COSANSTUDIO.COM 480.930.4410

TENNIS COURT

POOL EQUIPMENT

MECH/ STORAGE

POOL CLOSET FF: -1'-0"

FF: -1'-0"

GUEST BEDROOM

BBQ

GUEST BATHROOM FF: -1'-0"

DN DN CLOSET FF: -1'-0"

REF.

CLOSET

ICE DN

OUTDOOR PATIO SKYLIGHT ABOVE SKYLIGHT ABOVE

PLANTER

MECH.

BEDROOM

POWDER

FIRE PIT

BREAKFAST NOOK (CLERESTORY ABOVE)

MASTER BATHROOM FF: -1'-0"

UP UP

FF: 0'-0"

MASTER CLOSET

LIVING ROOM FF: -1'-6"

WARM DRWR.

SKYLIGHT ABOVE

36" fr. DINING ROOM FF: -1'-6"

KITCHEN CLOSET UP

POWDER

oven

ENTRY

DN DN STORAGE

CLOSET

MECH.

CLOSET

CLO.

MECH.

LAUNDRY

DRIVEWAY

BATHROOM CLO.

BEDROOM

FAMILY ROOM

STOR.

GARAGE FF: -0'-6"

STORAGE

AUTO COURT

PARADISE VALLEY, AZ

MASTER BEDROOM FF: -1'-0"

D.W.

4757 E. VALLEY VISTA LANE

OFFICE SKYLIGHT ABOVE

Project Name and Address Censored for Client’s Privacy

MASTER CLOSET

MARTINO RESIDENCE

DN DN

REVISIONS

R NOT FO ION UCT R T S N CO

NORTH

1 SITE PLAN AS-BUILT SCALE: 1" = 10' - 0"

DATE SCALE

JULY 30, 2020

1" = 10' - 0"

ARCHITECT

SCOTT CARSON

PROJECT #

20019

DRAWN BY CHECKED BY

JS SC

SHEET #

SITE PLAN

A1.01

MECH/ STORAGE

POOL

CLOSET FF: -1'-0"

4300 N. MILLER RD, SUITE 140 SCOTTSDALE, AZ 85251 COSANSTUDIO.COM 480.930.4410

FF: -1'-0"

DN DN

GUEST BEDROOM

BBQ

GUEST BATHROOM FF: -1'-0" CLOSET FF: -1'-0"

REF.

CLOSET

ICE DN

OUTDOOR PATIO SKYLIGHT ABOVE SKYLIGHT ABOVE

PLANTER

MECH.

BEDROOM

POWDER

FIRE PIT

BREAKFAST NOOK (CLERESTORY ABOVE)

MASTER BATHROOM FF: -1'-0"

DN DN DN

MASTER CLOSET OFFICE SKYLIGHT ABOVE

MASTER BEDROOM FF: -1'-0"

UP UP

D.W.

FF: 0'-0"

MASTER CLOSET

LIVING ROOM FF: -1'-6"

WARM DRWR.

SKYLIGHT ABOVE

36" fr.

POWDER

oven

ENTRY

DN DN STORAGE

CLOSET

MECH.

LAUNDRY

CLOSET

CLO.

MECH.

DRIVEWAY

BATHROOM CLO.

BEDROOM

FAMILY ROOM

STOR.

PARADISE VALLEY, AZ

4757 E. VALLEY VISTA LANE

CLOSET

Project Name and Address Censored for Client’s Privacy

KITCHEN

MARTINO RESIDENCE

DINING ROOM FF: -1'-6"

REVISIONS

STOR.

GARAGE FF: -0'-6"

STORAGE

R NOT FO ION UCT R T S N CO DATE SCALE

SCOTT CARSON

PROJECT #

20019

CHECKED BY

1 FLOOR PLAN AS-BUILT SCALE: 1/4" = 1' - 0"

1/4" = 1' - 0"

ARCHITECT DRAWN BY

AUTO COURT

JULY 30, 2020

JS SC

SHEET #

FLOOR PLAN AS-BUILT

A2.01

4300 N. MILLER RD, SUITE 140 SCOTTSDALE, AZ 85251 COSANSTUDIO.COM 480.930.4410

1 NORTH ELEVATION AS-BUILT SCALE: 1/4" = 1' - 0"

2 EAST ELEVATION AS-BUILT

PARADISE VALLEY, AZ

4757 E. VALLEY VISTA LANE

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

Project Name and Address Censored for Client’s Privacy

3 SOUTH ELEVATION AS-BUILT

MARTINO RESIDENCE

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

REVISIONS

R NOT FO ION UCT R T S N CO

4 WEST ELEVATION AS-BUILT SCALE: 1/4" = 1' - 0"

DATE SCALE

JULY 30, 2020

1/4" = 1' - 0"

ARCHITECT

SCOTT CARSON

PROJECT #

20019

DRAWN BY CHECKED BY

JS SC

SHEET #

ELEVATIONS

A5.01

Scottsdale Center for the Performing Arts

The first year of my graduate school journey begins with an exploration of adaptive reuse in Scottsdale, AZ. The Scottsdale Center for the Performing Arts is nearly abandoned unless there is a performance in production. Through my proposed interventions I have created a way to open the space to all people at all times. Performing arts includes more than just drama, music, and dance; however, the Scottsdale Center for the Performing Arts does not reflect this. Unless there is a performance being held, the building remains essentially unused. How can the performing arts center evolve to truly be a central hub for the performing arts? My intervention seeks to redefine what performing arts truly means by expanding its definition. By removing unnecessary spaces, I have added to the building various performance spaces which did not exist prior, including a dance studio, circus acrobatics, culinary arts restaurant, and a sports performance arena. Additionally, I have physically opened the building to the adjacent park, and I have invited the nature of the park into the pre-function space. I have also added a building facade made from sustainable materials which acts as a performance itself, waving up and down as it wraps around the building’s exterior.

Next Steps Living and Learning Center

One thought that haunts the parents of autistic individuals is, “What happens when they’re older?” Even more scary is the question “What will happen when I’m gone?” My brother is on the autism spectrum, and my mother describes these thoughts as ones that “keep [her] up at night.” She explains, “I think it’s important for him to be completely engaged and productive, and we have that right now because we’re in our little safety bubble...that’s going to end...and it’s kind of scary.” Around 50,000 children with autism turn 18 every year in the United States, and nearly 90% of autistic individuals lose access to the services they have relied on throughout their entire lives. My hope is that architecture can help to answer this question by providing a place for adults on the autism spectrum to learn how to eventually live and work independently in the future. By implementing certain design features and design criteria to minimize the sensory overload issues commonly experienced by individuals with autism, we can create a safe space for learning for young adults on the autism spectrum.

Rio Salado Housing Project

On the North Path of Tempe Town Lake lies a project known as the Tree of Life by Marilyn Zwak, which designates an area on the lakeside undergoing tree reintroduction. This became both the inspiration for my design as well as the location. All of the common spaces sit on the east side of the site, while the units extend out towards the west side, similar to the branches of a tree extending from its trunk. The U-shaped configuration of these common spaces creates a large courtyard filled with amenities for the residents to enjoy. Moving from the shoreline towards the freeway, each subsequent branch of units doubles in height to provide as many units as possible with the best views of Tempe Town Lake and its surroundings. The first branch contains only studio units while the second and third branches contain an alternating configuration of studios and two bedroom units.

The Swirling Stone Library

A library has always been--and always will be--a place for people to learn new things. Libraries can also be a great way to bring the community together. Unfortunately, separating the programs of a library into the three given categories of public use, collection, and staff support spaces only works in theory. In practice, there is much overlap between programs as they are put into use. Instead, the separation of programs comes from the recategorization of programs into public community learning spaces and private staff and business spaces. While the public and private spaces are programmatically separated, they are not physically separated by any barrier to offer easy worker-patron interaction. The building surrounds a circular atrium which illuminates the building with natural sunlight and brings life into the space as it connects the building and its patrons to the nature of the park in which it resides. Located in Evelyn Hallman Park in Tempe, this is the Swirling Stone Library.

The Swirling Stone Library

Jacob Sobelman