CONSULTANTS · 11/4/2019 · los angeles, ca 90013 phone: (800) 427-2000 gas: city of santa...

ANNOTATIONS LEGEND

XX

BUILDING SECTION CUT.........................X

X

X

X

GRID BUBBLE .......................................... X

WALL SECTION ........................................ X

X

WALL SECTION ........................................X

X

EXTERIOR ELEVATION ..........................X

INTERIOR ELEVATION ........................... X XX

X

X

ENLARGED PLAN OR DETAIL CALLOUT ...................................................

KEYNOTE BUBBLE .................................

ELEVATION TAG......................................

X

X

DOOR NUMBER TAG.............................. X

FIXTURE CALLOUT TAG......................... FX#

ROOM NAME & NUMBER TAG.............. Room name

101

MATERIAL / FINISH TAG........................ XX

REVISION DELTA..................................... X

BREAK LINE...............................................

DIRECTIONAL PATH OF TRAVEL ARROW.......................................................

1. CONTRACTOR SHALL CONSTRUCT (SUCH CONSTRUCTION REFERRED TO HEREIN AS THE WORK) IMPROVEMENTS ON THE PREMISES IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS.

2. CONTRACTOR SHALL PAY AND OBTAIN ALL LICENSES, PERMITS, APPROVALS AND CERTIFICATES (COLLECTIVELY THE PERMITS) NECESSARY TO COMPLETE THE WORK IN COMPLIANCE WITH ALL APPLICABLE RULES AND REGULATIONS.

3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND THEY SHALL BE INTERPRETED SO THAT WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR ALL SHOULD, THE CONTRACTOR, OBSERVE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENTS. HE SHALL BRING THEM TO THE ARCHITECT'S ATTENTION FOR DECISION AND REVISION AT ONCE. THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK AFFECTED BY CONFLICTS, OMISSIONS OR DISCREPANCIES IN THE CONTRACT.

4. THE CITY APPROVED CONTRACT DOCUMENTS SHALL BE KEPT AND MAINTAINED ON THE JOB SITE AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, ALL CONTRACT DOCUMENTS SHALL BE RETURNED TO THE OWNER TOGETHER WITH A COMPLETE SET OF “AS-BUILT” DOCUMENTS.

5. AT OR NEAR “SUBSTANTIAL COMPLETION”, THE CONTRACTOR SHALL MEET WITH THE OWNER AND ARCHITECT IN ORDER TO ESTABLISH A FORMAL LIST OF CONSTRUCTION DEFICIENCIES (THE “PUNCH LIST”). ALL BUILDING SYSTEMS MUST BE INSTALLED AND OPERABLE PRIOR TO SUBSTANTIAL COMPLETION. IF THE PUNCH LIST ITEMS ARE NOT CORRECTED WITHIN TEN DAYS THEREAFTER, THE OWNER MAY HIRE AN INDEPENDENT CONTRACTOR FOR SUCH DEFICIENCIES. IF ANY ITEM CANNOT BE REASONABLY CORRECTED WITHIN SUCH TEN (10) DAYS, THE REASONS THEREFORE SHALL BE EXPLAINED IN WRITING ON THE PUNCH LIST TO THE OWNER'S SATISFACTION.

6. CONTRACTOR OR ITS DESIGNATED AND QUALIFIED REPRESENTATIVE WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR UNDER THIS CONTRACT SHALL AT ALL TIMES DURING THE PROCESS OF THE WORK, BE IN ATTENDANCE AT THE PREMISES AND SUPERVISING THE WORK. CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS AND OTHER INSTRUCTIONS AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCY OR OMISSIONS THE CONTRACTOR MAY DISCOVER. CONTRACTOR SHALL DO NO WORK WITHOUT APPROPRIATE PLANS, SPECIFICATIONS OR INTERPRETATIONS.

7. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION FOR ALL WORK FROM DAMAGE AND THE ELEMENTS AND SHALL PROTECT AND TAKE ALL REASONABLE PRECAUTIONS TO PROTECT THE OWNER, THE OWNER'S PROPERTY, ANY THIRD PARTY AND THE PROPERTY OF ANY THIRD PARTY FROM INJURY OR LOSS DURING THE COURSE OF THE WORK.

8. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY. CONTRACTOR SHALL ERECT AND MAINTAIN AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS, PROMOTING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES AND PROPERTIES.

9. CONTRACTOR SHALL PROVIDE AND MAINTAIN A WATER-TIGHT STORAGE SPACE, SECURE FROM THEFT, FOR STORAGE OF ALL EQUIPMENT CALLED FOR ON THE PLANS AND SPECIFICATIONS.

10. ALL OF THE WORK SHALL BE COMPLETED IN A PROFESSIONAL MANNER AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS WITH NEW QUALITY MATERIALS AND ENSURES THAT ALL WORK AND MATERIALS AGAINST DEFECTS IN THE MATERIAL OR THE WORKMANSHIP PER THE SPECIFICATIONS. IF A DEFECT IN MATERIAL OR WORKMANSHIP OR A DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS IS LATENT, HIDDEN OR NOT READILY OBSERVABLE, CONTRACTORS WARRANTY SHALL BE EXTENDED PER THE SPECIFICATIONS FROM THE DATE OF DISCOVERY OF THE DEFECT OR DEVIATION, WITHIN A REASONABLE TIME AFTER WRITTEN NOTICE OF A DEFECT OR DEVIATION. CONTRACTOR SHALL WITHOUT EXPENSE TO THE OWNER, REMEDY AND REPAIR SAME AND ANY DAMAGE TO OTHER WORK RESULTING THEREFROM.

11. IF HAZARDOUS MATERIALS OF ANY KIND ARE ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR IS TO STOP ALL WORK IMMEDIATELY AND NOTIFY THE ARCHITECT.

12. CONTRACTOR FOR ALL TRADES SHALL, AT ALL TIMES, KEEP PREMISES FREE FROM ACCUMULATION OF WASTE ITEMS, MATERIALS AND RUBBISH CAUSED BY THEIR WORK. AT THE COMPLETION OF THE WORK, REMOVE ALL RUBBISH, TOOLS, SCAFFOLDING, SURPLUS MATERIALS, ETC. AND LEAVE PROJECT AND SITE IN A BROOM CLEAN CONDITION.

13. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES TO THE ARCHITECT. DIMENSIONS OF ANY EXISTING ITEMS ARE FOR REFERENCE ONLY AND ARE PLUS OR MINUS DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING EQUIPMENT DIMENSIONS WITH ALL REQUIRED CLEARANCES AND OTHER DIMENSIONS. THE DIMENSIONS SHOWN ON DRAWINGS ARE TO FACE OF FINISH, CENTERLINE OF COLUMN OR FACE OF CONCRETE/CMU WALLS, U.N.O. SCALE DRAWINGS.

14. USE FIRE RETARDANT AND PRESSURE TREATED LUMBER AS SHOWN ON PLANS AND FOR ALL WOOD REQUIRED BY CODE TO MEET U.L. FIRE HAZARD CLASSIFICATION. ALL WOOD SHALL BE IDENTIFIED WITH U.L. LABEL CERTIFYING THIS CLASSIFICATION. FOR WOOD THAT COMES IN CONTACT WITH CONCRETE OR C.M.U. PROVIDE PRESSURE TREATED LUMBER.

15. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES MUST BE SEALED TO MEET U.L. AND ALL GOVERNING CODES.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES WHERE ENCOUNTERED AND MAKE ALL NECESSARY ARRANGEMENTS FOR SUPPORT, SHORING, RE-ROUTING OR UTILITY DISCONNECT AS REQUIRED BY APPLICABLE CODES AND/OR WITH PRIVATE UTILITY COMPANIES.

17. ALL TEMPORARY BRACING, SHORING OR SUPPORT SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED TO.

18. LARGE SCALE DRAWINGS TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS.

19. SUBMIT FIRE SPRINKLE AND FIRE ALARM PLANS AS REQUIRED TO THE FIRE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL DESIGN, DRAWING, PRINTING, PERMITTING AND INSTALLATION OF FIRE PROTECTION SYSTEM.

20. ALL REQUIREMENTS AND REGULATION PERTAINING TO HANDICAPPED ACCESSIBILITY AND O.S.H.A. MUST BE INCORPORATED INTO THE WORK EVEN IF NOT LISTED INDIVIDUALLY OR SEPARATELY IN THE DRAWINGS.

21. SHOP DRAWINGS ARE MEANT TO COMPLIMENT AND TO CLARIFY THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL REVIEW SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ARCHITECT. HOWEVER, THE ARCHITECT'S REVIEW AND APPROVAL DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO VERIFY CONFORMANCE WITH CONSTRUCTION DOCUMENTS WHEN DISCREPANCIES ARE FOUND BETWEEN SHOP DRAWINGS AND CONSTRUCTION DOCUMENTS. NOTIFY THE ARCHITECT FOR CLARIFICATION PRIOR TO SUBMITTAL. SHOP DRAWING LITERATURE SHALL BE SUBMITTED FOR ALL STEEL FABRICATION, MILLWORK, DOORS AND HARDWARE, PAINT, CEILING, TILE PLUMBING FIXTURES AND FITTINGS, HVAC EQUIPMENT AND CONTROLS AND ELECTRICAL FIXTURES AND GEAR.

22. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS INCLUDED IN HIS BID THE HIGHEST QUALITY AND GREATEST QUANTITY FOR THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.

23. PRIOR TO ERECTION OF WALLS ABOVE FLOOR SLAB ELEVATION, GENERAL CONTRACTOR TO HAVE SURVEYOR PROVIDE BUILDING SQUARE FOOTAGE CERTIFICATION PLAN. SPECIFICATION SECTION 01100 FOR PLAN REQUIREMENTS. SURVEY TO BE SUBMITTED TO SPROUTS PROJECT MANAGER WITHIN 60 DAYS OF CONSTRUCTION START TIME.

24. GENERAL CONTRACTOR SHALL COMPLETELY INSTALL OXBLUE CAMERAS AND HAVE OPERATIONAL WITHIN 72 HOURS OF PROJECT START.

PROJECT GENERAL NOTES

CONSULTANTS:*CONSULTANTS UNDER CONTRACT WITH TENANT

BRR ARCHITECTURE, INC.

ARCHITECT

6700 ANTIOCH PLAZA, SUITE 300MERRIAM, KANSAS 66204PHONE: (913) 262-9095FAX: (913) 262-9094ATTENTION: DOM NORAVONGEMAIL: [email protected]

6000 EAST THOMAS ROAD - SUITE I SCOTTSDALE, ARIZONA 85251PHONE: (602) 265-4331FAX: (480) 663-1788ATTENTION: MO KATEEBEMAIL: [email protected]

A.V. SCHWAN & ASSOCIATES, INC.

STRUCTURAL ENGINEER

14350 CHEROKEE PLACECHINO, CALIFORNIA 91710PHONE: (909) 270-2111FAX: (714) 529-9560ATTENTION: SCOTT ERCOLEEMAIL: [email protected]

HENDERSEN ENGINEERS, INC.

PLUMBING, ELECTRICAL, AND MECHANICAL ENGINEER

5343 NORTH 16TH STREET - SUITE 460 PHOENIX, ARIZONA 85016PHONE: (602) 336-5231FAX: (602) 336-5201ATTENTION: CHRIS KELSEYEMAIL: [email protected]

HILL PHOENIX

*REFRIGERATION

* THESE DRAWINGS ARE INCLUDED FOR THE CONTRACTOR'S USE AS A CONVENIENCE TO THE OWNER. THEY ARE NOT A PART OF THE CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT. THEY WERE PREPARED BY OTHERS NOT EMPLOYED BY THE ARCHITECT AND ARE NOT A PART OF THE WORK OF THE ARCHITECT, WHO TAKES NO RESPONSIBILITY FOR THEIR ACCURACY.

OWNERR. POLTL & ASSOCIATES, INC.1328 MADONNA RD.SAN LUIS OBISPO, CA 93405PHONE: (805) 441-0777ATTENTION: RANDY POLTLEMAIL: [email protected]

TENANTSPROUTS FARMER'S MARKET5455 E. HIGH STREETSUITE 111PHOENIX, AZ 85054PHONE: (480) 814-8016FAX: (480) 385-2354ATTENTION: COLT ELLSWORTH

CITY OF SANTA BARBARA:BUILDING & SAFETY630 GARDEN ST.SANTA BARBARA, CA 93101PHONE: (805) 564-5566EMAIL: [email protected] CONTACT: LONNIE CASSIDY

PROJECT DIRECTORY

BUILDING DEPARTMENT:

CITY OF SANTA BARBARA FIRE DEPT.:925 CHAPALA STREETSANTA BARBARA, CA 93101PHONE: (805) 965-5254CONTACT: FIRE CHIEF NICKEL

FIRE DEPARTMENT:

CITY OF SANTA BARBARA COUNTY PUBLIC HEALTH:ENVIRONMENTAL HEALTH225 CAMINO DEL REMEDIOSANTA BARBARA, CA 93110PHONE: (805) 681-4916EMAIL: [email protected] CONTACT: NORMA COMPOS

HEALTH DEPARTMENT:

CITY OF SANTA BARBARA:PUBLIC WORKS DEPT.630 GARDEN STREETSANTA BARBARA, CA 93101PHONE: (805) 564-5377FAX: (805) 897-2613EMAIL: [email protected]: JOSHUA HAGGMARK

WATER & SEWER:

SOUTHERN CALIFORNIA EDISON:P.O. BOX 300ROSEMEAD, CA 91772PHONE: (800) 655-4555

ELECTRIC:

SOUTHERN CALIFORNIA GAS COMPANCY (SoCalGas):555 WEST 5TH STREETLOS ANGELES, CA 90013PHONE: (800) 427-2000

GAS:

CITY OF SANTA BARBARA, CA:CITY TRASH RECYCLING735 ANACAPA STREETSANTA BARBARA, CA 93101PHONE: (805) 564-5641

SANITATION:A/C AIR CONDITIONINGAC ASPHALTIC CONCRETEAFF ABOVE FINISHED FLOORALUM. ALUMINUM

BLK BLOCKBLDG. BUILDING

C.B. CATCH BASINC.J. CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARCOL COLUMNCONC. CONCRETECONT. CONTINUOUS C.T. CERAMIC TILE

D.S. DOWNSPOUT

E.D.F. ELECTRONIC DRINKING FOUNTAINE.J. EXPANSION JOINTE.W.C. ELECTRIC WATER COOLER EXP. EXPANSION

F.D. FLOOR DRAINF.G. FINISH GRADEF.H. FIRE HYDRANTFIN. FLR. FINISH FLOORF.O.C. FACE OF CONCRETEF.O.M. FACE OF MASONRYF.O.S. FACE OF STUD

ABBREVIATIONS

M.H. MANHOLEM.O. MASONRY OPENINGMTR METERMIN MINIMUM

NIC NOT IN CONTRACTNTS NOT TO SCALE

O/ OVERO.C. ON CENTERO.D. OVERFLOW DRAINO.S. OVERFLOW SCUPPEROPP. OPPOSITE

P.L.PROPERTY LINEP.O.C. POINT OF CONNECTION

R.D. ROOF DRAINR.S. ROUGH SAWN

SIM SIMILARS.S. STAINLESS STEEL

T.C. TOP OF CONCRETET.M. TOP OF MASONRYT.P.TOP OF PARAPETT.S.TOP OF SHEATHINGTYP. TYPICAL

W/ WITHW.H. WATER HEATERWTR. WATER

REVIEWER SIGNATURE

C.T. REVIEW

COMPANY DATE REVIEWED:

AAD: FITCH, INC.

HEI, INC.

HILL PHOENIX

ENREPS

PROJECT BASED ON PROTOTYPE UPDATES THROUGH BULLETIN No. X.00

PB# DESCRIPTIONISSUED

DESCRIPTION: NOTES:

RESPONSIBILITY LIST: E.T.I.

FU

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AS

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INS

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SKYLIGHTS: SUNOPTICS DIRECT BUY ACCOUNT

POWERWALL

HVAC - ROOF UNITS

DEHUMIDIFICATION EQUIPMENT

REFRIGERATION EQUIPMENT

REFRIGERATED DISPLAY CASE

REFRIGERATION INSTALLATION

REFRIGERATION EMS INSTALLATION

HVAC - EMS INSTALLATION

EXTERIOR SIGNAGE

INTERIOR DECOR

WALK-IN COOLERS

FIXTURE INSTALLER

SECURITY ALARM INSTALLATION

WHOLE STORE R.O.

CORES/ KEYS (PERMANENT)

LOW VOLTAGE IT SYSTEMS

COMMISSIONING

ALARM (MONITORING ONLY)

AUTO SLIDING ENTRANCE DOORS

DOCK EQUIPMENT

WD./ MTL. DOORS & HARDWARE

VESTIBULE ENTRY MAT

KITCHEN VENTILATION SYSTEM

LIGHTING

MILLWORK

MUZAK IT SYSTEM

TRASH COMPACTOR/ BALER

PEST ELIMINATION/ SANITATION

GONDOLA SHELVING

TILE AND PLUMBING FIXTURES

CONSTRUCTION CAMERAS

MANUFACTURER - HILL PHOENIX

START-UP PERFORMED BY MECH. CONTRACTOR

MUNTERS DIRECT BUY

RACK, CONDENSERS, COOLERS, COILS, G.C. TO CO0RDINATE

NOT INCLUDED IN REFRIGERATION EQUIPMENT INSTALLATION

INSTALLATION REFRIGERATION EQUIPMENT, GC TO COORDINATE

GENERAL CONTRACTOR TO COORDINATE

MANUFACTURER - CD CONTROLS





SPROUTS RESPONSIBILITY ITEMS AFTER TURNOVER





REPORTED ITEMS SUPPLEMENT THE PUNCH LIST


BESAM DIRECT BUY

RITE HITE NATIONAL ACCOUNT

COOK AND BOARDMAN DIRECT BUY

MATWORKS DIRECT BUY

GREASEMASTER DIRECT BUY

NESCO DIRECT BUY

G.C. TO PROVIDE MILLWORK LISTED ON F1.2




G.C. TO COORDINATE WITH SPROUTS APPROVED INSTALLER

VENDOR: HJC


X

TEST AND BALANCE VENDOR: ENREPS

SERVICE EQUIPMENT

DESTRATIFICATION FANS VENDOR: AIRIUS

XMANUFACTURER - HILL PHOENIX

MANUFACTURER - CD CONTROLS

S S S S

D G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

D G.C. G.C. G.C.

S G.C. G.C. G.C.

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S S S S

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S S S S

S S S S

S S S S

S S S S

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

S G.C. G.C. G.C.

PROJECT VICINITY MAP:

PROJECT ADDRESS:

29 SOUTH MILPAS STSANTA BARBARA, CA 93103

(T.I.) PROJECT DESCRIPTION:

TENANT IMPROVEMENT (T.I.) FOR RETAIL GROCERY STORE. WORK TO INCLUDE ALL NEW INTERIOR DECOR, ELECTRICAL AND HVAC DISTRIBUTION, LIGHTING AND

REFRIGERATION COMPRESSOR RACK FOR FOOD CASES. NEW KITCHEN PREP. AND SERVICE AREAS WITH WALK-IN COOLERS AND FREEZERS. NEW OFFICES AND

ACCESSIBLE PUBLIC RESTROOMS. T.I. PERMIT DOES NOT INCLUDE THE DEMOLITION OF THE MEZZANINE, NO NEW ADDITIONS, NO EXTERIOR ALTERATIONS, NEW SIGN WILL BE A SEPARATE PERMIT. ROOFTOP EQUIPMENT & SCREENING IS PROPOSED ON THE T.I. PERMIT. CONCURRENT BUILDING PERMIT APPLICATION NUMBER FOR THE "SHELL

PROJECT" BLD2019-06338. NOTE: THIS PERMIT CANNOT BE GRANTED FINAL INSPECTION C OF O UNTIL THE WORK

ON THE OTHER PERMIT IS COMPLETED WITH FINAL INSPECTION C OF O.

North

EGRESS DATA:

EGRESS DATA:

OCCUPANT LOAD PER SHEET T1.0: 320 OCCUPANTS

EXIT WIDTH REQUIRED PER OCCUPANT: .20" / OCCUPANT (PER 2016 CBC - SECTION 1005.3.2)

REQUIRED EXIT WIDTH: 64" PROVIDED EXIT WIDTH: (111.2" + 111.2" + 32") = 254.4"

50% of REQUIRED CAPACITY: 32"GREATEST LOSS OF ANY ONE MEANS OF EGRESS: 111.2"

254.4" - 111.2" = 143.2" REMAINING143.2" > 31.6" = COMPLIANT.

TOTAL NUMBER OF EXITS REQUIRED: 2TOTAL NUMBER OF EXITS PROVIDED: 3

INSIDE SEATING AREA ADA CALCULATIONS:

TOTAL SEATS AVAILABLE: 13TOTAL ADA SEATS PROVIDED: 1TOTAL REQUIRED ADA ACCESSIBLE SEATS: 5% OF TOTAL AVAILABLE SEATS:

13 TOTAL AVAILABLE SEATS X 5% = .65

OUTSIDE SEATING AREA ADA CALCULATIONS:



BREAKROOM ADA CALCULATIONS:



N. MILPAS ST. C

ARPIN

TER

IA S

T.

EL CAMINO REALHIGHWAY 101

(SHELL) PROJECT DESCRIPTION,CONCURRENT APPLICATIONS:

Design Review application #PLN2018-00682 – façade remodel with demolition of a 1,697 square foot mezzanine and construction of 606 square foot loading dock. Also proposed are changes to

parking lot circulation and configuration, new trash enclosure, new bicycle parking, new landscaping and site lighting, and storm water management improvements. Voluntary Lot Merger to merge two adjoining parcels (APNs 017-171-024 and 017-171-004). A Tree Removal Permit application for the removal of two street trees, a Metrosideros excelsa and a Ficus benjamina,

must be approved by the City’s Parks and Recreation Department. CONCURRENT BUILDING PERMIT APPLICATION NUMBER FOR THE "SHELL PROJECT" BLD2019-06338.

Note: This permit cannot be granted Final Inspection C of O until the work on the other permit is completed with Final Inspection C of O.

OCCUPANCY GROUP: M, S-1, B, F-1

ZONING: C-R

ASSESSOR PARCEL NUMBER: 017-171-004 & 017-171-024 ACRES

SHOPPING CENTER LOT SIZE: 2.85 ACRES

TYPE OF CONSTRUCTION: V-BFULLY SPRINKLERED

NUMBER OF FLOORS: 1 FLOOR

DESIGN CODES: 2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA ENERGY STANDARDS2016 CALIFORNIA FIRE CODE2016 CALIFORNIA GREEN BUILDING STANDARDS CODE

"SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13 STANDARDS"2016 CALIFORNIA BUILDING CODE - CH. 11B - ACCESSIBILITY CODE

BUILDING QUALIFICATIONS: PER 2016 CBC

OCC GROUP – “M”, BLDG CONST. – V-B, 1 STORY, SPRINKLERED

(S-1):

ALLOWABLE AREA: (M/V-B/S-1) = 36,000 (TABLE 506.2)

ACTUAL AREA: 24,243 < 36,000

PROJECT SUMMARY

PLUMBING FACILITIES: (TABLE 422.1) MERCANTILE24243 SF / 200 = 122 MEN / 122 WOMEN

REQUIRED PROVIDEDWATER CLOSET REQUIRED (1/100) MEN 2 1

(1/100) WOMEN 2 2

URINALS REQUIRED MEN 0 1

LAVATORIES REQUIRED (1/100) MEN 2 2 (1/100) WOMEN 2 2

DRINKING FOUNTAINS (1/250)(HI/LO) 1 2REQUIRED

SERVICE SINK REQUIRED (1) 1

WALLS AND CHASES= 24243 - 22961 = 1,282 SF (0 OCCUPANTS/ SF)

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PROJECT NUMBER:

DRAWN BY:

DATE:

REV:

SCALE:

CHECKED BY:

COPYRIGHT NOTICE:

THIS DRAWING WAS PREPARED FOR USE

ON A SPECIFIC SITE

CONTEMPORANEOUSLY WITH ITS ISSUE

DATE AND IT IS NOT SUITABLE FOR USE

ON A DIFFERENT PROJECT SITE OR AT A

LATER TIME. USE OF THIS DRAWING FOR

REFERENCE OR EXAMPLE ON ANOTHER

PROJECT REQUIRES THE SERVICES OF

PROPERLY LICENSED ARCHITECTS AND

ENGINEERS. REPRODUCTION OF THIS

DRAWING FOR REUSE ON ANOTHER

PROJECT IS AUTHORIZED AND MAY BE

CONTRARY TO THE LAW.

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PROJECT SHEET INDEX - T.I.SHEET SHEET TITLE

01 GENERAL

T1.0 TITLE SHEET - E.T.I.

T1.1 CALGREEN CHECKLIST



T1.6 ACCESSIBILITY DETAILS FOR DOORS,MANEUVERING SPACES & ROUTES

T1.7 ACCESSIBILITY DETAILS FOR RESTROOMS AND DRINKING FOUNTAINS

T1.8 ACCESSIBILITY DETAILS FOR SIGNS

T1.9 ACCESSIBILITY OBSTRUCTION AND REACH DETAILS

T1.10 ACCESSIBILE RAMP AND STAIRS DETAILS

EX1.0 EXIT PLAN

02 SITE

SD1.0 SITE PLAN

03 FIXTURE

F1.0 FIXTURE PLAN

F1.1 ENLARGED FIXTURE PLANS - DIRECT BUY VENDORS AND PROVIDERS

F1.2b FIXTURE SCHEDULE - E.T.I.

F1.3 3D FIXTURE PLAN (FOR REFERENCE ONLY)

04 ARCHITECTURAL

D1.0 DEMOLITION FLOOR PLAN

A1.0 FLOOR PLAN

A1.1 FLOOR FINISH PLAN

A2.0 REFLECTED CEILING PLAN

A3.0 ROOF PLAN

A4.0 EXTERIOR ELEVATIONS

A6.0 MISCELLANEOUS DETAILS





A7.0 ROOM FINISH, DOOR SCHEDULE, AND NOTES

A7.1 INTERIOR ELEVATIONS AND DETAILS

A7.2 ENLARGED PLANS AND ELEVATIONS

A7.3 ENLARGED PLANS AND ELEVATIONS

A7.4 ENLARGED DELI ISLAND AND SERVICE MEAT

A7.5 DETAILS

A8.0 MILLWORK DETAILS

05 STRUCTURAL

S1.0 GENERAL STRUCTURAL NOTES

S1.1 SSI TABLES

S2.0 FOUNDATION PLAN

S3.0 ROOF FRAMING PLAN

S4.0 FOUNDATION DETAILS

S5.0 FRAMING DETAILS

S5.1 SECTIONS AND DETAILS

S5.2 SOFFIT SECTIONS AND DETAILS

S6.0 FRAMING ANCHORAGE PLAN

S6.1 FIXTURE ANCHORAGE DETAILS

06 ELECTRICAL

E0.0 ELECTRICAL SYMBOLS, LEGENDS, & NOTES

E1.0 ELECTRICAL LIGHTING PLAN

E1.1 ENLARGED LIGHTING PLAN

E2.0 ELECTRICAL POWER PLAN

E2.1 ENLARGED POWER PLANS

E3.0 LOW VOLTAGE SYSTEMS PLAN

E4.0 ELECTRICAL REFRIGERATION PLAN

E4.1 ELECTRICAL REFRIGERATION SCHEDULE

E5.0 ELECTRICAL ROOF POWER PLAN

E6.0 ELECTRICAL ONE-LINE DIAGRAM

E6.1 ELECTRICAL POWERWALL EMS DIAGRAMS - CD CONTROLS

E6.2 ELECTRICAL POWERWALL EMS DIAGRAMS - CD CONTROLS

E7.0 PANELBOARD SCHEDULES

E7.1 LIGHTING AND EQUIPMENT SCHEDULES

E8.0 ELECTRICAL DETAILS

E9.0 TITLE 24 COMPLIANCE CERTIFICATE INDOOR LIGHTING

E9.1 TITLE 24 COMPLIANCE CERTIFICATE INDOOR LIGHTING

E9.2 TITLE 24 COMPLIANCE CERTIFICATE POWER DISTRIBUTION

07 MECHANICAL

AC0.0 MECHANICAL NOTES AND SYMBOLS

AC1.0 MECHANICAL SCHEDULES

AC2.0 MECHANICAL FLOOR PLAN

AC3.0 MECHANICAL ROOF PLAN

AC4.0 MECHANICAL DETAILS

AC4.1 MECHANICAL DETAILS

AC6.0 MECHANICAL DUCT WRAP DETAILS AND ICC-ES REPORT

AC7.0 MECHANICAL COMPLIANCE



09 PLUMBING

P0.0 PLUMBING SCHEDULES, NOTES, AND SYMBOLS

P0.1 PLUMBING SCHEDULES

P1.0 PLUMBING WASTE & VENT FLOOR PLAN

P1.1 PLUMBING ENLARGED WASTE & VENT FLOOR PLAN

P1.2 PLUMBING WASTE & VENT DIMENSION PLAN

P2.0 PLUMBING WATER & GAS FLOOR PLAN

P2.1 PLUMBING ENLARGED WATER & GAS FLOOR PLAN

P3.0 PLUMBING ROOF PLAN

P4.0 PLUMBING DETAILS

P4.1 PLUMBING DETAILS

P5.0 PLUMBING RISER DIAGRAMS



10 REFRIGERATION

RS.0 REFRIGERATION SCHEDULE

R1.0 FIXTURE/ELECTRICAL PLAN

R2.0 PLUMBING PLAN

R2.1 REFRIGERATION PIPING PLAN

R2.2 REFRIGERATION CONTROL DIAGRAM

R3.0 ELECTRICAL SCHEDULE

R4.0 WIRING DIAGRAMS

R5.0 CASE DETAILS

R5.1 CASE AND COIL DETAILS

R6.0 MECHANICAL EQUIPMENT PLAN

R6.1 REFRIGERATED TITLE 24

R7.0 EMS DETAILS

V5 PROTOTYPE - 2019.03.15

SANTA BARBARA, CA (#441)29 SOUTH MILPAS ST.

SANTA BARBARA, CA 93103

CONSTRUCTION SET COLOR CODE

G.C. SHALL PRINT CONSTRUCTION SET AND REVISIONS ON COLORED PAPER AS FOLLOWS: GREEN: INITIAL CONSTRUCTION SETBLUE: 1ST REVISIONYELLOW: 2ND REVISIONPINK: 3RD REVISION

EXTERIOR BUILDING SIGNAGE REQUIRES A SEPARATE PERMIT

FIRE ALARM AND FIRE SPRINKLER DESIGNS AND INSTALLATIONS SHALL COMPLY WITH NFPA STANDARDS

GENERAL CONTRACTOR SHALL DESIGN AND INSTALL A FULLY FUNCTIONING FIRE SPRINKLER SYSTEM AS REQUIRED BY BUILDING CODES, LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION.

DEFERRED SUBMITALS

1. FIRE SPRINKLER SYSTEM 2. MECHANICAL EXHAUST FIRE SUPPRESSION SYSTEM3. FIRE ALARM SYSTEM

OCCUPANCY LOAD COUNT - T.I.

OCC. AREA NAME OCC. GROUP AREAOccup.Factor

MAX.OCCUPANTS

COOLER/ FREEZER S-1 2137 SF 300

FOOD PREP F-1 3024 SF 200

OFFICE B 405 SF 100

RESTROOM M 270 SF 60

SALES M 13577 SF 60

SEATING & BREAK ROOM M 646 SF 15

STORAGE/ STOCK & SHIPPING S-1 2398 SF 300

VESTIBULES M 575 SF 60

GRAND TOTAL 23031 SF

8

164

5

226

43

8

10

320

NO. DATE DESCRIPTION

1 06/21/19 REV 1

2 08/26/19 REV 2

3 09/10/19 REV 3

1

1

1

1

2

2

3

3

3

atvp2atvp1

VA

N

G

CO

MP

AC

T

CO

MP

AC

T

MO

TO

RC

YC

LE

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

CO

MP

AC

T

FF = 100.00'

24,243 SF

1

OTHER

TENANT OTHER

TENANT

CARL'S JR

AUTO REPAIR

SHOP

1

15

1723 2322 22

12

14

16

15

15

15

30

21

31

27

35

35

35

2

4

1

3 553 5

10

10

S. MILPAS STREET

CA

RP

INT

ER

IA S

TR

EE

T

QU

INIE

NT

OS

S

TR

EE

T

7

8

1

99 22

11

13

13

13

32

33

RAMP

BUS STOP

18

28 29

6

34

11 1 1

RITE AID,(N.I.C.)

9,752 SQ. FT.

JA

CK

'S B

IST

RO

&

FA

MO

US

BA

GE

LS

, 1,7

01 S

Q. F

T.

(N.I.C

.)

35

35

23

4,655 SQ. FT. 4,117 SQ. FT.

5

1. EXISTING PARKING LOT, N.I.C.

2. OUTDOOR SEATING FIXTURES.

3. OUTDOOR BENCH.

4. SPROUTS TEMPORARY CONSTRUCTION SIGN, LOCATION TO BE COORDINATED WITH LANDLORD. SEE:

5. TRASH RECEPTACLE AND SMOKING URN, REF FIXTURE PLAN SHEET F1.2B.

6. SELF-CONTAINED TRASH COMPACTOR.

7. TRASH COMPACTOR PAD & AREA DRAIN PER SHELL DOCUMENTS.

8. TRUCK DOCK RAMP & TRENCH DRAIN PER SHELL DOCUMENTS.

9. EXISTING COVERED SIDEWALK PAVING.

10. PROPERTY LINE.

11. 12" WIDE x 75' LONG YELLOW PAINT LINE.

12. STRIPED CROSSWALK , BY OTHERS, N.I.C.

13. CONCRETE BOLLARD, BY OTHERS, N.I.C.

14. EXISTING ACCESSIBLE PARKING STALL.

15. LIMITS OF CONSTRUCTION.

16. PAINTED CURB FOR FIRE LANE PER CITY REQUIREMENTS BY OTHERS, N.I.C.

17. EXISITNG GAS METER (F.V.).

18. GREASE INTERCEPTOR PER SHELL DRAWINGS.

19. NOT USED

20. NOT USED.

21. EXISTING ELECTRICAL TRANSFORMER (F.V.).

22. EXISTING CURB.

23. EXISTING RAMP.

24. CART STORAGE LOCATION PER SPROUTS C.P.M./LEASE EXHIBIT.

25. NOT USED.

26. NOT USED

27. EXISTING FIRE DEPARTMENT CONNECTION (F.D.C.).

28. GREASE (GW) SERVICE - VERIFY IN FIELD.

29. EXISTING SANITARY SEWER SERVICE - VERIFY IN FIELD.

30. EXISTING WATER SERVICE - VERIFY IN FIELD.

31. EXISTING FIRE SERVICE - VERIFY IN FIELD.

32. TRUCKWELL RAMP & DRAIN PER SHELL DOCUMENTS.

33. TRASH COMPACTOR PAD & DRAIN PER SHELL DOCUMENTS.

34. EXISTING BIKE RACKS (F.V.).

35. ACCESS TO PUBLIC WAY / ACCESSIBLE PATH OF TRAVEL

KEYED NOTES:

2SD1.0

3SD1.0 1

1

1

1

1

1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF CURRENT SOILS REPORT (COMPLETED WITHIN THE PAST 6 MONTHS).

2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS FOR CONFLICTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

3. REFER TO SHELL DOCUMENTS FOR PAVING THICKNESS, CURB AND RAMP TYPES AND DETAILS, LONGITUDINAL AND HORIZONTAL CONTROL, GRADING, DRAINAGE, AND UTILITY PLANS.

4. REFER TO SHELL DOCUMENTS FOR LANDSCAPE REQUIREMENTS.

5. FOR BUILDING LOCATION DIMENSIONS AND SETBACKS. SEE SHELL PERMIT.

6. NO STRUCTURE OF ANY KIND TO BE CONSTRUCTED ON, OR PLACED WITHIN PUBLIC UTILITY EASEMENTS EXCEPT WOOD, WIRE OR REMOVABLE SECTION TYPE FENCING AND / OR PAVING NOR ANY PLANTING EXCEPT GRASS. GENERAL CONTRACTOR SHALL BE REQUIRED TO REPLACE ANY OBSTRUCTIONS OR PLANTING THAT MUST BE REMOVED DURING THE COURSE OF MAINTENANCE, CONSTRUCTION OR RECONSTRUCTION OF THE PUBLIC UTILITIES.

7. NOT USED.

8. COORDINATE WATER (DOMESTIC AND FIRELINE) AND GAS METER LOCATIONS WITH SHELL PERMIT.

9. COORDINATE TRANSFORMER PAD LOCATIONS WITH ELECTRICAL AND SHELL PERMIT.

10. ANY DAMAGE BY GENERAL CONTRACTOR OR SUB CONTRACTOR TO EXISTING ASPHALTIC PAVEMENT, SIDEWALKS AND / OR EXISTING LANDSCAPING SHALL BE REPAIRED AT NO COST TO THE OWNER.

11. GENERAL CONTRACTOR SHALL VERIFY ALL ON SITE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO CONSTRUCTION.

12. GENERAL CONTRACTOR TO SCHEDULE UTILITY, LOCATE INSPECTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE BEGINNING ANY WORK.

13. REFER TO SITE ELECTRICAL SHEETS FOR REQUIRED SITE LIGHTING, SITE POWER AND IRRIGATION CONTROLLER POWER, NIC.. ALL PARKING FIELD LIGHTING SHALL BE CONTROLLED BY LANDLORD'S HOUSE PANEL. EXTERIOR SPROUTS BUILDING LIGHTING CONTROLLED BY SPROUTS PANEL. ALL SITE POWER INCLUDING MONUMENT SIGNS CONTROLLED BY LANDLORD HOUSE PANEL. IRRIGATION CONTROLLER POWER BY LANDLORD/

14. NOT USED.

15. ALL MONUMENT SIGNS ARE A SEPARATE PERMIT BY OTHERS. MONUMENT SIGNS SHOWN ON THIS PLAN ARE FOR INFORMATIONAL PURPOSES ONLY.

16. FIRE LINES SHALL REMAIN OPEN / ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.

17. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL INVERT POINTS AND UNDER GROUND POINTS OF CONNECTIONS BEFORE ANY CONSTRUCTION ACTIVITIES.

18. ALL EXTERIOR & SITE WORK PER SHELL DRAWINGS.

GENERAL NOTES SITE

1

1

6" x 8" ROUGH-SAWN (TREATED) POSTS

2" HIGH LETTERING PROVIDE EQUAL SPACING BETWEEN EACH CONTACT. PLACE EACH CONTACT ON SEPARATE PLACARD

8'-0"

4'-0

"

VINYL SIGN PANEL PROVIDED BY SPROUTS SIGN CONTRACTOR, ORDERED BY GENERAL CONTRACTOR

BOARD SIGNAGE 3/4" EXTERIOR PLYWOOD

6" HIGH LETTERING.

GREEN BORDER. PMS 5733 (PANTONE).

3

SD1.0

12"

4" HIGH LETTERING

6'-0

"

4".

2".

1/2".

1".

NOTE: ALL SIGNS ARE TO BE SUBMITTED UNDER SEPARATE PERMIT.

SANDBAG AS REQUIRED

(2) 1/2" DIA.THRU BOLTS WITH (1 1/2" DIA.) WASHERS

6" x 8" x 10'-0" WOOD SUPPORT POST.

USE 1/2" BUTTON HEAD CARRIAGE BOLTS TO ATTACH FRAME TO SIGN POSTS. SECURE WITH NUTS AND FLAT HEAD WASHERS.

CONTRACTOR'S OPTION

NOTE:ALL WOOD TO BEMOISTURE TREATED

45°

1'-4

"

45°

MINIMUM.

9'-0"

3/4" EXTERIOR PLYWOODSIGN PANEL.

2" X 8" WOOD SHIM FASTENTO 6" X 8" WOOD POST.

2" X 4"

2" X 6"SHIM

2" X 6"

4'-0

"6

'-0

"

NOTE: THIS SHEET IS A COPY OF THE AVAILABLE AS-BUILT SITE PLAN FOR THIS PROJECT. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ON THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT MADE MODIFICATIONS TO THE SHEET OR INFORMATION BEYOND THE AREA OF PROPOSED WORK AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE CONDITIONS ILLUSTRATED

SHEET INCLUDED FOR INFORMATION ONLY

SCALE:

1" = 20'-0" 1SITE PLAN

SP

RO

UTS

FA

RM

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441)

SA

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A, C

A

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SHEET:

PROJECT NUMBER:

DRAWN BY:

DATE:

REV:

SCALE:

CHECKED BY:

COPYRIGHT NOTICE:


ON A SPECIFIC SITE












6700 A

NTIO

CH

PLAZA,

SU

ITE 3

00, M

ERR

IAM

, K

AN

SAS 6

6204

AR

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REVISION:

PROTOTYPE: V5

9/1

1/2

01

9 5

:00:3

1 P

M

3

SD1.0

62930856

SPRO

UTS

FARM

ERS

MAR

KET

SITE

PLA

N

29 S

OUT

H M

ILPA

S ST

. (#

441)

SAN

TA B

ARBA

RA, C

A 93

103

62930856

DN

05-03-19

North

North

SCALE: 3/8" = 1'-0"2TEMPORARY PROJECT SIGNAGE - ELEVATION

SCALE: 3/8" = 1'-0"3TEMPORARY PROJECT SIGNAGE - SUPPORT


1 06/21/19 REV 1

2 08/26/19 REV 2

3 09/10/19 REV 3

RECEIVING AREA ADDITION (AS SHOWN IN HATCHED AREA - 610 SQ. FT.) IS ON SEPARATE PERMIT (SHELL DRAWINGS - N.I.C.) - BLD2019-06338.

1

1

1

EXISTING ELECTRICAL ROOM (AS SHOWN IN HATCHED AREA) -(N.I.C.)

1

1

1

1

3

2

PARKING CALCULATIONS

PETCO, TRADER JOE'S, & TABACCO SHOP

NOTES: 1. SPROUTS FARMERS MARKET WILL BE GOING INTO THE EXISTING PETCO, TRADER JOE'S, & TABACCO SHOP SPACE.2. PARKING CALCULATIONS BELOW FOR REFERENCE ONLY, SEE SHELL DRAWING SHEET A0.2, UNDER PERMIT BLDG2019-06338 FOR ENTIRE SHOPPING CENTER PARKING CALCULATION INFORMATION.

OLD ZONING ORDINANCE PARKING REQUIRED

NEW ZONING ORDINANCE PARKING REQUIRED

127 101.7

SPROUTS FARMERS MARKET

97.3

NEW ZONING ORDINANCE BICYCLE PARKING REQUIRED

13.9

2

3

3

1

2

3 3

4

5

ABCDEFGHIJKK.8L

5.8

7

8.7

9

6

6.8

7.8

8

10

C.8

24'-9 1/2" 19'-4 1/2"27'-4 1/2"

27'-6" 21'-0"

5

TYP.

1

EXISTING HIGH ROOF RIDGE

EX

IST

ING

RO

OF

SLO

PE

EX

IST

ING

RO

OF

SLO

PE

EX

IST

ING

RO

OF

SLO

PE

EX

IST

ING

RO

OF

SLO

PE19

TYP.

5

A6.4

TYP.

20

TYP.

RTU-2

RTU-1

EXISTING EQUIPMENT SCREEN TO REMAIN (F.V.)

EXISTING EQUIPMENT SCREEN (F.V.)

RTU-3

RTU-5

RTU-7

RTU-6

7

21

1

1

20

TYP.

20TYP.

1

1

EX

IST

ING

RO

OF

SLO

PE

EX

IST

ING

RO

OF

SLO

PE

EXISTING HIGH ROOF RIDGE

EXISTIN

G R

OO

F SLO

PE

EXISTING RO

OF SLO

PE

15

NOTE:REMOVE & DEMO EXISTING ROOFING & SHEATHING AS NEEDED TO ACCOMMODATE NEW ROOF EQUIPMENT CURB, SKYLIGHTS, VENTS, FANS, ROOF HATCH, ROOF SCREEN SUPPORTS, & ETC...., SEE STRUCTURAL DRAWINGS FOR STRUCTURAL FRAMING. EXISTING R-30 ROOF INSULATION TO REMAIN (WEST OF GRIDLINE F - FIELD VERIFY), INSTALL NEW R-30 ROOF INSULATION & SCRIM IN AREAS OF ROOF THAT DO NOT HAVE (TO MATCH EXISTING). PREP EXISTING & NEW SCRIM TO BE PAINTED IN SALES FLR AREA ONLY.

7'-8 1/2"

6'-10

1/2

"

EXISTING ROOF SLOPE

14 16

3' - 2 1/2" 24

'-8

1/4

"

11

11

11

11

6'-11 5/8"

16

'-4

1/8

"

31

'-7

"

69'-2"

51'-5"

33

'-6

1/2

"

8'-3"

14

2

9'-0 3

/8"

EXISTING DEMISING WALL BELOW

EXISTING DEMISING WALL BELOW

ADJACENT TENANT ROOF

20

20

11

26'-7 3/8"

5

5

5

5

5

5

EX

IST

ING

RO

OF

SLO

PE

EX

IST

ING

RO

OF

SLO

PE

12

A6.4

25

'-1

1 5

/8"

23

'-4

"2

7'-0

"1

8'-8

"

5

20

14

TYP.

12

A6.4

TYP.

201

10

13'-11 3/4"

23

' -

2"

13

8

1

1

12

TOP @ 6'-0" ABOVE TOP OF RTU. BOTTOM @ 6" ABOVE FINISH ROOFING.

12

TOP @ 4'-0" ABOVE TOP OF RTU. BOTTOM @ 6" ABOVE FINISH ROOFING

12

TOP @ 4'-0" ABOVE TOP OF RTU. BOTTOM @ 6" ABOVE FINISH ROOFING.

12

TOP @ 4'-0" ABOVE TOP OF CONDENSER. BOTTOM @ 6" ABOVE FINISH ROOFING

TYP.

45°TYP.

45°

TYP.45°

TYP.45°

REMOVE EXISTING ROOF SCREEN METAL PANEL WALL AS SHOWN IN DASHED LINE. EXISTING STRUCTRURE TO REMAIN.

RTU-4

5

20

REMOVE EXISTING ROOF SCREEN METAL PANEL WALL AS SHOWN IN DASHED LINE. EXISTING STRUCTURE TO REMAIN.

9'-0 3

/8"

17

TYP.

17

TYP.

17

TYP.

17

TYP.

1. EXISTING T.P.O. ROOFING.

2. PROVIDE OPENING IN ROOF FOR REFRIGERATION LINES - SEE:VERIFY LOCATION WITH REFRIGERATION DRAWINGS.

3. NOT USED.

4. NOT USED.

5. ROOF CRICKET, WOOD FRAME OR RIGID INSULATION FOR 1/4" PER FOOT SLOPE MINIMUM.

6. NOT USED.

7. LINE OF REFRIGERATION RACKS BELOW.

8. HOSE BIB 6" ABOVE FINISH ROOF.

9. NOT USED.

10. COMMUNICATION ANTENNA GENERAL CONTRACTOR TO PROVIDE 2" CONDUIT, PULL STRING, AND WEATHERPROOF ROOF JACK FOR COAX CABLE.

11. ROOF EQUIPMENT SCREENING AS SHOWN IN BOLD DASHED LINES, REF TYP. DETAIL 12-A6.4 & STRUCTURAL DRAWINGS. ROOF SCREENING TO BE 2'-0" FROM EDGE OF ROOF EQUIPMENT CLEAR SPACE PER MANUF. REQUIREMENTS.

12. ROOF EQUIPMENT SOUND BARRIER SCREENING (WALL & STRUCTURE BY SOUND BARRIER WALL MANUF.) AS SHOWN IN SOLID GRAY WALL AREA .

13. WEATHER STATION BY REFRIGERATION CONTRACTOR. VERIFY LOCATION WITH REFRIGRATION DRAWINGS.

14. FLUE / VENT THRU ROOF. MIN. 2'-0" FROM PARAPET, 10'-0" FROM AIR-INTAKE ON HVAC UNITS. SEE:

15. ROOF ACCESS HATCH AND LADDER. SEE: AND

16. RESTROOM EXHAUST FAN.

17. STEEL KICKER (QUANTITY & FINAL LOCATION) BY SOUND BARRIER WALL MANUF.

18. NOT USED.

19. SKYLIGHT.

20. HVAC UNIT. FOR CURB - SEE:

21. REFRIGERATION EQUIPMENT ON ROOF. FOR LEVEL WOOD PLATFORM -SEE:

22. NOT USED..

23. NOT USED..

24. NOT USED..

KEYED NOTES

14

A6.4

2

A6.4

3

A6.4

10

A6.4

6

A6.4

8

A6.4

1. SEE MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES AND DETAILS.

2. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, PLUMBING, MECHANICAL AND ARCHITECTURAL DRAWINGS.

3. ALL EQUIPMENT ON ROOF TO BE MOUNTED ON LEVEL CURBS.

4. ALL VENT LOCATIONS TO BE COORDINATED WITH PLUMBING AND MECHANICAL DRAWINGS.

5. EXHAUST FANS AND VENTS TO BE LOCATED A MINIMUM OF 10'-0" FROM HVAC INTAKE. VERIFY ALL LOCATIONS WITH PLUMBING AND MECHANICAL DRAWINGS.

6. ALL MECHANICAL DUCT DROP LOCATIONS DIMENSIONED TO CENTER OF HVAC OPENING. VERIFY EXACT LOCATION. INTENT OF LAYOUT IS TO ALIGN EDGE OF CURB ON STRUCTURAL PURLIN. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

7. MECHANICAL SUBCONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PREFABRICATED CURBS AND PENETRATIONS WITH ROOF MEMBRANE SUBCONTRACTOR. GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, NAILING, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF BUILDING.

8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY, COORDINATE AND / OR INSTALL ALL ADJACENT AND / OR RELATED FLASHING, BLOCKING, NAILERS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH IS REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION.

9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY HEIGHT ELEVATION OF BOTH ROOF DECKS WITH STRUCTURAL DRAWINGS.

10. ROOF PENETRATIONS TO BE MINIMUM 2'-0" FROM EDGE OF ROOF OR PARAPETS.

11. GENERAL CONTRACTOR TO PROVIDE ONE (1) 3/4" CONDUIT FOR MUZAK COAXIAL CABLE PENETRATION. VERIFY EXACT LOCATION WITH SPROUTS. (LOCATE, CLOSE AS POSSIBLE, TO MANAGER'S OFFICE).

12. WOOD BLOCKING UNDER MANUFACTURED CURBS IS TO BE FLUSH WITH TOP OF RIGID (ROOF) INSULATION (MINIMUM) AND IS TO BE FLAT AND LEVEL. PROVIDE 5 1/2" MINIMUM WIDTH FRAMING AS NECESSARY FULL PERIMETER OF OPENING.

13. SKYLIGHT TO BE INSTALLED WITH RIBS RUNNING NORTH AND SOUTH.

14. GENERAL CONTRACTOR TO PROVIDE WALKWAY PADS AROUND ALL ROOFTOP EQUIPMENT WITH A CONNECTED PATH LEADING TO THE ROOF HATCH.

15. FINAL ROOF SCREEN LOCATIONS TO BE PER AHJ.

16. ROOF SCREENS & SOUND BARRIER SCREENS FINISH TO MATCH ADJACENT FACADE COLOR OR PER AHJ.

GENERAL NOTES

NOTES:

1. PROVIDE RUBBER SUPPORT BLOCKS UNDER ALL PLUMBINGPIPING, REFRIGERATION PIPING AND ELECTRICAL CONDUITPER SUPPORT OF PIPE ON ROOF DETAIL ON PLUMBINGDRAWINGS.

2. SOUND BARRIER ROOF SCREENS MUST BE OF SOLID CONSTRUCTION OF AT LEAST 3 LBS/SQ. FT. SURFACE WEIGHT AND LOCATED WITHIN 4'-0" OF THE FACE OF EQUIPMENT (VERIFYEXACT LOCATION WITH SOUND BARRIER SCREEN MANUF. PER REQUIRED CLEARSPACE PER EQUIPMENT MANUF.). THE SOUND BARRIER WALL SHOULDINCLUDE A PERFORATED SURFACE FACING THE DEVELOPMENT PREMISESTO EXPOSE THE ACOUSTICAL INSULATION IN THE BARRIER CAVITY, MAKINGFOR A SOUND ABSORPTIVE SURFACE. SILENT PROTECTOR (ABSORPTIVE) SOUND WALL BY AIL SOUND WALLS IS THE BASES OF DESIGN OR APPROVED EQUAL. SOUND BARRIER SCREEN WALL APPROVED MANUFACTURERS:

1. AIL SILENT PROTECTOR - WWW.AILSOUNDWALLS.COM2. SOUND FIGHTER SYSTEMS - WWW.SOUNDFIGHTER.COM3. EMPIRE ACOUSTICAL PANELS - WWW.EMPIREACOUSTICAL.COM/ACOUSTICAL_PANELS/

North

North

SP

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SA

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A

CO

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SHEET:

PROJECT NUMBER:

DRAWN BY:

DATE:

REV:

SCALE:

CHECKED BY:

COPYRIGHT NOTICE:


ON A SPECIFIC SITE












6700 A

NTIO

CH

PLAZA,

SU

ITE 3

00, M

ERR

IAM

, K

AN

SAS 6

6204

AR

CH

ITECT O

F R

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RR

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CH

ITECTU

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INC

.

REVISION:

PROTOTYPE: V5

9/1

7/2

01

9 4

:25:5

6 P

M

3

A3.0

62930856

SPRO

UTS

FARM

ERS

MAR

KET

RO

OF

PLAN

29 S

OUT

H M

ILPA

S ST

. (#

441)

SAN

TA B

ARBA

RA, C

A 93

103

62930856

DN

05-03-19

SCALE:

1/8" = 1'-0" 1ROOF PLAN

EXISTING ROOF BELOW EXISTING ROOF BELOW


1 06/21/19 REV 1

2 08/26/19 REV 2

3 09/10/19 REV 3

3

3

3

2

2

2

2

2

2

3

3

3

3

3

RIDGE

130.25T.O. PARAPET

125.16

FIN. FLOOR

100.00

PEAK

134.08

T.O. PARAPET

120.33

T.O. PARAPET

117.5

F.G.

99.5

FIN. FLOOR

100.00

T.O PARAPET

125.16

PEAK

134.08

T.O. PARAPET

117.5

T.O. PARAPET

122.50

FIN. FLOOR

100.00F.G.

99.50

F.G.

99.5

T.O. PARAPET

125.16

FIN. FLOOR

100.00

PEAK

134.08

T.O. PARAPET

122.50

RIDGE

130.42

RIDGE

134.0

F.G.

99.50

PROPERTY LINE

6'-0

"

SITE LINE

NEW SOUND BARRIER SCREEN@ RTU #1

NEW SOUND BARRIER SCREEN@ RTU #2

NEW SOUND BARRIER SCREEN@ CONDENSER

NEW ROOF SCREEN@ RTU #5

NEW ROOF SCREEN@ RTU #7

SPROUTS OTHER TENANT

PROPERTY LINE / EDGE OF BUILDING

EXISTING RETAINING WALL

PROPERTY LINE

6'-0

"

EXISTING ROOF SCREEN

NEW ROOF SCREEN @ RTU #6



NEW SOUND BARRIER SCREEN @ RTU #2


NEW SOUND BARRIER SCREEN @ CONDENSER

SITE LINE


6'-0

"

PROPERTY LINE

EXISTING RETAINING WALL


NEW ROOF SCREEN @ RTU #7 (BEYOND)

NEW SOUND BARRIER SCREEN @ CONDENSER




EXISTING REAR MASONRY WALL @ PROPERTY LINE

SPROUTSOTHER TENANT

SP

RO

UTS

FA

RM

ER

S M

AR

KE

T (#

441)

SA

NTA

BA

RB

AR

A, C

A

CO

NS

UL

TIN

G E

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INE

ER

SHEET:

PROJECT NUMBER:

DRAWN BY:

DATE:

REV:

SCALE:

CHECKED BY:

COPYRIGHT NOTICE:


ON A SPECIFIC SITE












6700 A

NTIO

CH

PLAZA,

SU

ITE 3

00, M

ERR

IAM

, K

AN

SAS 6

6204

AR

CH

ITECT O

F R

ECO

RD

: B

RR

AR

CH

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RE,

INC

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REVISION:

PROTOTYPE: V5

9/1

7/2

01

9 4

:56:0

2 P

M

3

A4.0

62930856

SPRO

UTS

FARM

ERS

MAR

KET

EXTE

RIO

R E

LEVA

TIO

NS

29 S

OUT

H M

ILPA

S ST

. (#

441)

SAN

TA B

ARBA

RA, C

A 93

103

62930856

DN

08-26-19


2 08/26/19 REV 2

3 09/10/19 REV 3

SCALE: 3/32" = 1'-0"1SOUTH ELEVATION

SCALE: 3/32" = 1'-0"3WEST ELEVATION

SCALE: 3/32" = 1'-0"2NORTH ELEVATION

2

GENERAL NOTES:1. FOR EXISTNG & NEW ROOF SCREEN LOCATIONS, SEE

ROOF PLAN.2. NEW SOUND BARRIER SCREEN WALL AT ROOF, SEE

NOTE #2 AT TOP OF SHEET A3.0.3. NEW ROOF SCREEN AT ROOF, SEE STRUCTURAL

DRAWINGS.4. NEW ROOF SCREENS & SOUND BARRIER SCREENS

FINISH TO MATCH ADJACENT FACADE COLOR OR PER AHJ.

3

33

3

NOTE:1. PROVIDE CAGE WHERE

LADDER IS HIGHER THAN24'-0".

2. PROVIDE 3" x 1/4" STEELCLOSURE ANGLE AT ROOFOPENING.

3. PROVIDE 3" x 3" x 1/4"BENT PLATE WALLSUPPORT BRACKETS.

4. PROVIDE 3" x 3/8"VERTICAL TREADSUPPORT RAIL EACH SIDE.

2X BLOCKING

WELD SUPPORT ANGLETO ROOF CLOSUREANGLE

LADDER EXTENSIONPOST

6" METAL STUD WALL WITH5/8" GYPSUM BOARDBOTH SIDES

CLOSURE ANGLE AT ROOF3" X 3" X 1/4" STEELANGLE, WELD TO ROOFOPENING

5/8" DIA. X 4" LONG LAGSCREW

3" X 1/4" BENT PLATE

3" X 3/8" PLATE STRINGER

3/4" DIA. STEEL RUNGSWELD TO RAILS AT 12" O.C.'NO SKID TAPE' ON RUNGS

GRINDSMOOTH 3/16"⌀

3/4"⌀BAR

1'-9"

8"

MIN

.

4"

MIN.

1'-4" 4"

3

A6.4

1'-1 1

/2"

1'-1 1

/2"

40°

40°

10

°

3/16" X 3" BAR

1/8" X 2" BARTYPICAL

2'-3"

3 3/4" 1'-7 1/2" 3 3/4"

3".

3/8".

A

B

C

C

C

EXISTING ROOFING

16" MIN. WIDE LADDER WITH

3/4"⌀ RUNGS AND 3" X 3/8"STRINGERS EACH SIDE

PLYWOODCATWALK

WALK-IN-BOXWALL/CEILING

LADDER EXTENSION POLEON EACH VERTICAL RAIL,EXTENSION TO EXTEND TO30" ABOVE ROOF

3" X 1/4" BENT PLATE AT6'-0" O.C. MAXIMUM, WELDTO LADDER STRINGER,ATTACH TO WALL WITH

5/8"⌀ LAG BOLTS THRUBENT PLATE STUD WALLBLOCKING

NOTE:1. ALL WALL ANCHORS TO BE ZINC

ALLOY.

2. ALL STEEL FOR LADDER TO HAVEA SHOP PRIMER.

2

A6.4

CL

RUNGS

8".

NOTE:AT SIM. CONDITION LADDER TO BE BOLTED TO CONCRETE FLOOR & ATTACHED TO COOLER PANEL WALL. BLOCKING IN COOLER PANEL WALL TO BE COORDINATED BY G.C.

AUTOMATIC HOLD OPEN AND OPERATING ARM

PADLOCK ON INSIDE OF HATCH

CURB WITH INTEGRAL CAPFLASHING

FRAMING PER STRUC.

EXISTNG ROOF DECK

A6.46

SIM.

3"

WIDTH3"STEP

DEPTH2 13/16" RAIL

1'-0

"

80°

DIMENSION

"Y"

3'-6

"

TO

TO

P O

F C

OO

LE

R

EX

AC

T H

EIG

HT

FR

OM

FL

OO

R

3"

3 1/2"

6"

3"

BRACKET

2'-1 1/4"OUT-TO-OUT

AS REQ'D BY CUSTOMER

1'-8 3/4" BOLT CENTERS(REF) HOLES DRILLER

3 1

/2"

LADDER W/HR

2' - 0" (REF)

2'-1 3/4"

SECTION DETAIL

20 GAUGE POWDER COATEDMETAL FLASHING - PAINTED TO MATCH ADJACENT METAL DECK

CONTINUOUS SEALANT, TYPICAL BOTH SIDES

SEE STRUCTURAL FOR CONNECTION TO ROOF STRUCTURE

VARIEST.O. ADJACENT MECHANICAL

EQUIPMENT

2X TREATED WOOD NAILERWITH ANCHORS AT 32" O.C.,CONTINUOUS

1 1/2" METAL DECKPAINTED PER AHJ

DRIP EDGE

CONTINUOUS SEALANT,TYPICAL ALL AROUND

CLAMP FOR PVC FLASHING

PVC FLASHING

EXISTING ROOFING

TUBE STEEL, SEE STRUCTURAL

STEEL POST,SEE STRUCTURAL

EXISTING WD SHEATHING

WD BLOCKING, SEE STRUCTURAL.

EXISTING WD BEAM BEYOND.

WOOD BEAM, SEE STRUCTURAL.

UNISTRUT SUPPORT. SECURE TO ROOFFRAMING.

PROVIDDE SLIP CONNECTION TO ALLOWROOF MOVEMENT

3/4" PLYWOOD PANEL (MINIMUM 4'-0" X 4'-0")

REFRIGERATION CONTROL PANELS

UNISTRUT FRAME

MA

XIM

UM

6'-0

"

6'-0"

B

19'-9"

A6.42

PROVIDE 6" METAL STUD WALL (FROM TOP OF COOLER TO BOTTOM OF EXISTING ROOF DECK) PER DETAIL 2-A6.4

REFRIGERATION PIPING. REFRIGERATION CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING AROUND PIPE ONCE PIPE IS SET IN PLACE.

TREATED 2" x 6" BUILD UP TO MATCH INSULATION THICKNESS.

SINGLE COMPONENT POLYURETHANE FOAM SEALANT.

EXISTING ROOFING OVER WOOD DECKING

TREATED WOOD CURB.

ROOFING MEMBRANE.

TERMINATION BAR.

LAP SEALANT.

SHEET METAL HOOD.BIRD SCREEN.

DRIP BEAD.

SLOPEDOWN

3/8" Ø LAG BOLT. BOLT TO DECK AT 2'-0" O.C. COUNTERSUNK.

1' -

0"

6"

3" 6"

NOTE:1. G.C. TO PROVIDE OPENING, CURB, CANT, FLASHING, ROOFING, REMOVABLE HOOD, AND BIRD SCREEN

EXISTING WOOD STRUCTURE (F.V.)

SEE STRUCTURAL FOR NEW FRAMING REQUIRED AT NEW OPENINGS.


REPAIR/REPLACE EXISTING BATT INSULATION WITH

SAME AFTER INSTALL OF NEW PENETRATION

FLASHING & SPLICE TOEXISTING ROOFING PER MFGR'S REQUIREMENTS FOR A WATER-TIGHT SEAL.

ROOF MOUNTED FAN. ALTERNATE CONDITION MAY OCCUR. SEE MECHANICAL DRAWINGS.

CURB CAP.

EXISTING ROOFINGOVER WOOD DECKING

ONE-HOUR MINIMUM FIRE RATED DUCT INSULATION (3M FIRE MASTER DUCT SYSTEM). SEE MECHANICAL DRAWINGS.

MECHANICAL DUCT. SIZE PER MECHANICAL DRAWINGS.

PREFABRICATED CURB FLASHING.

TERMINATION BAR PER MANUFACTURER.

CONTINUOUS SEALANT.

BLOCKING AS REQUIRED BY MANUFACTURER.

SECURE FAN TO CURB AND SEAL WATERTIGHT.

PROVIDE CLEAR SPACE PER MANUFACTURER'S REQUIREMENTS.

12" x 12" U.L. RATED ACCESS DOOR PER IMC 506.3.9

SUPPORT DUCT AS NEEDED WITH NON COMBUSTIBLE MATERIAL PER SMACNA GUIDELINES - DO NOT PENETRATE DUCT OR 1-HOUR DUCT INSULATION

min

imum

8"

23

A6.2

SEE STRUCTURAL FOR NEW FRAMING AT OPENING.

REPAIR/REPLACE EXISTING BATT INSULATIONWITH SAME AFTER INSTALL OF NEW PENETRATION.

CENTER OF STACK OR PIPE.

EXISTING WOOD STRUCTURE (F.V.).

TYPICAL VENT PIPE.

INSTALL UNDER CAP SHEET ROOF MEMBRANE.

SILICONE SEAL.

EPDM FLASHING.

HOSE CLAMP.

min

imum

1' -

0"

minimum

4"


REPAIR/REPLACE EXISTING BATT INSULATION WITH SAME AFTER INSTALL OF NEW PENETRATION

FLASHING SPLICE TO EXISTING ROOFING PER MFGR'S REQ'SFOR A WATER-TIGHT SEAL.

EXISTING ROOFINGOVER WOOD DECKING.

MEMBRANE FLASHING, WRAP UNDER COPING

EXISTING ROOF SYSTEM

CONTINUOUS ANCHOR ANGLE WHERE REQUIRED BY SEISMIC CODES, PROVIDED WITH CURB.

AIR CONDITIONING UNIT.

INSTALL NEW ROOFING UP AND OVER TOP OF SKYLIGHT CURB TO FULLY SEAL WATERTIGHT TO EXISTING ROOF SYSTEM WITH MFGR. APPROVED SPLICE.

MANUFACTURED CURB ATTACHED PER MANUFACTURER. RECOMMENDATIONS AND PER LOCAL CODE REQUIREMENTS.

RIGID INSULATION, FURNISHED WITH CURB.


curb

to be level

min

imum

8"

REPAIR/REPLACE EXISTING BATT INSULATION WITH SAMEAFTER INSTALL OF NEW OPENINGS.

SEE STRUCTURAL FOR NEW FRAMING REQUIRED AT NEW OPENINGS.

SEE MECHANICAL DRAWINGS

FOR OPENING SIZE AND LOCATION

EXISTING ROOFING OVER WOOD DECKING

PREMANUFACTURED SKYLIGHT CURB ATTACHED PER MANUFACTURER. RECOMMENDATIONS AND PER LOCAL CODE REQUIREMENTS.

DOUBLE GLAZED PRISMATIC ACRYLIC LENS INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

1/2" MASONITE (SMOOTH FACE EXPOSED). PAINT TO MATCH ADJACENT CEILING AND CAULK JOINTS.

INSTALL NEW ROOFING UP AND OVER TOP OF SKYLIGHT CURB TO FULLY SEAL WATERTIGHT TO EXISTING ROOF SYSTEM WITH MFGR. APPROVED SPLICE.

#12 x 2" STAINLESS STEEL SCREWS W/ NEOPRENE-STAINLESS STEEL BONDED WASHER AT 12" O.C.

2x BLOCKING BY CURB MANUFACTURER

PRE-MOLDED "J' TRIM AT EXPOSED EDGES -PAINTED WHITE.

curb

to be level

min

imum

8"

SEE STRUCTURAL FOR NEW FRAMING REQUIRED AT NEW OPENING


REPAIR/REPLACE EXISTING BATT INSULATION WITH SAME AFTER INSTALL OF NEW OPENING

PERFORMED VENT BOOT- INSTALL PER MANUFATURER RECOMMENDATIONS

NOTES:

1. VERIFY WITH RESPECTIVE CONTRACTOR(S) FOR EXACT SIZE AND LOCATION OF ROOF PLATFORMS.

2. CENTER UNIT SUPPORT LEGS ON 4" x 8" SUPPORT FRAMING (TYPICAL).

ROOF MOUNTEDEQUIPMENT

EXISTING ROOFING


NOTES:

1. PROVIDE (1) AIR INTAKE AND (1) EXHAUST VENTS AT EACH END OF PLATFORM.

2. TO INSURE AIR FLOW INSIDE CURB, CUT 2"v. x4"h. NOTCHES IN BOTTOM OF JOISTS AND SUPPORT FRAME 24" FROM EACH END.


WD FRAMING AS REQUIRED, SEE STRUCTURAL

EQUIPMENT FRAMING SUPPORT, SEE STRUCTURAL

CLAMP - INSTALL PER MANUFACTURER RECOMMENDATIONS

ROUND STEEL PIPE

SP

RO

UTS

FA

RM

ER

S M

AR

KE

T (#

441)

SA

NTA

BA

RB

AR

A, C

A

CO

NS

ULT

ING

EN

GIN

EE

R

SHEET:

PROJECT NUMBER:

DRAWN BY:

DATE:

REV:

SCALE:

CHECKED BY:

COPYRIGHT NOTICE:


ON A SPECIFIC SITE












6700 A

NTIO

CH

PLAZA, SUIT

E 3

00, M

ERRIA

M, KAN

SAS 6

6204

ARCH

ITECT O

F R

ECO

RD

: BRR A

RCH

ITECTU

RE, IN

C.

REVISION:

PROTOTYPE: V5

5/3

/2019

2:2

5:5

4 P

M

A6.4

62930856

SPRO

UTS

FARM

ERS

MAR

KET

MIS

CEL

LAN

EOU

S D

ETAI

LS

29 S

OUT

H M

ILPA

S ST

. (#

441)

SAN

TA B

ARBA

RA, C

A 93

103

62930856

DN

05-03-19

SCALE:

3/4" = 1'-0"2ROOF LADDER PLAN

SCALE:

3/8" = 1'-0"3ROOF LADDER SECTION

SCALE:

3/8" = 1'-0"4M80 PIVOTAL SHIPS LADDER

SCALE:

1" = 1'-0"12ROOF TOP SCREENING

SCALE:

1/2" = 1'-0"21REFRIGERATION CONTROL PANEL SUPPORT FRAME NOT USED

SCALE:

1/4" = 1'-0"23ROOF ACCESS PLAN

SCALE:

1 1/2" = 1'-0"14RAIN HOOD

SCALE:

1 1/2" = 1'-0"22ROOF PENETRATION at ONE-HOUR RATED SHAFT

SCALE:

1 : 610VENT PENETRATION THROUGH ROOF

SCALE:

3" = 1'-0"6TYPICAL CURB @ MECHANICAL OPENING

SCALE:

3" = 1'-0"5SKYLIGHT OPENINGNOT USED NOT USED

NOT USED

NOT USED NOT USED NOT USED

NOT USEDNOT USEDNOT USED

NOT USED

NOT USED

SCALE:

NONE7

SCALE:

NONE1

SCALE:

NONE9

SCALE:

NONE13

SCALE:

NONE17

SCALE:

NONE18

SCALE:

NONE19

SCALE:

NONE15

SCALE:

NONE11

SCALE:

NONE16

SCALE:

NONE20

SCALE:

NONE24

SCALE:

1 1/2" = 1'-0"8EQUIPMENT PLATFORM SEISMIC AREAS


JPS

CONSULTANTS · 11/4/2019 · los angeles, ca 90013 phone: (800) 427-2000 gas: city of santa...

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Transcript of CONSULTANTS · 11/4/2019 · los angeles, ca 90013 phone: (800) 427-2000 gas: city of santa...