|
EXAM ROOM
<br />136
<br />EXAM ROOM
<br />135
<br />EXAM ROOM
<br />134
<br />LOUNGE
<br />132
<br />UTILITY
<br />131
<br />RECEPTION
<br />125
<br />WAITING AREA
<br />120
<br />PLAY AREA
<br />121
<br />TOILET
<br />123
<br />TOILET
<br />124
<br />OFFICE/IT
<br />122
<br />CORRIDOR
<br />137
<br />EXAM ROOM
<br />133
<br />LAB
<br />126
<br />COATS
<br />138
<br />EXAM ROOM
<br />130
<br />EXAM ROOM
<br />129
<br />EXAM ROOM
<br />128
<br />EXAM ROOM
<br />127
<br />16' - 2"0' - 5"13' - 11 1/4"0' - 5"23' - 5 1/4"
<br />6'
<br />
<br />-
<br />
<br />2
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />1
<br />1
<br />
<br />3
<br />/
<br />4
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />8' - 6 1/2"0' - 5"10' - 4"0' - 5"21' - 2"0' - 5"10' - 4 1/2"
<br />16
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />26
<br />'
<br />
<br />-
<br />
<br />4
<br />
<br />3
<br />/
<br />4
<br />"
<br />0'
<br />
<br />-
<br />
<br />5
<br />"
<br />16
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />59
<br />'
<br />
<br />-
<br />
<br />2
<br />
<br />3
<br />/
<br />4
<br />"
<br />59
<br />'
<br />
<br />-
<br />
<br />2
<br />
<br />3
<br />/
<br />4
<br />"
<br />51' - 8"
<br />TY
<br />P
<br />.
<br />EQ
<br />TY
<br />P
<br />.
<br />EQ
<br />3' - 4 1/2"
<br />TYP.
<br />4' - 2 1/2"
<br />1' - 10"
<br />TYP.
<br />5' - 4"
<br />1'
<br />
<br />-
<br />
<br />2
<br />"
<br />10
<br />'
<br />
<br />-
<br />
<br />1
<br />1
<br />"
<br />5'
<br />
<br />-
<br />
<br />1
<br />0
<br />
<br />3
<br />/
<br />4
<br />"
<br />4'
<br />
<br />-
<br />
<br />0
<br />"
<br />TYP.
<br />2' - 2"
<br />TYP.
<br />5' - 4"
<br />TY
<br />P
<br />.
<br />4'
<br />
<br />-
<br />
<br />2
<br />
<br />1
<br />/
<br />2
<br />"
<br />TY
<br />P
<br />.
<br />3'
<br />
<br />-
<br />
<br />8
<br />
<br />1
<br />/
<br />2
<br />"
<br />5'
<br />
<br />-
<br />
<br />4
<br />"
<br />2'
<br />
<br />-
<br />
<br />2
<br />"
<br />TYP.
<br />3' - 8 1/2"
<br />TYP.
<br />4' - 2 1/2"
<br />21' - 4"
<br />15' - 0 3/4"14' - 0"3' - 3 1/4"
<br />5'
<br />
<br />-
<br />
<br />7
<br />"
<br />11
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />1'
<br />
<br />-
<br />
<br />0
<br />"
<br />4'
<br />
<br />-
<br />
<br />0
<br />"
<br />15
<br />'
<br />
<br />-
<br />
<br />8
<br />"
<br />7' - 0"4' - 0"
<br />7'
<br />
<br />-
<br />
<br />7
<br />"
<br />8'
<br />
<br />-
<br />
<br />0
<br />"
<br />6' - 8"6' - 8"
<br />11' - 0"1' - 0"4' - 6"5' - 0 1/2"
<br />2'
<br />
<br />-
<br />
<br />9
<br />"
<br />3'
<br />
<br />-
<br />
<br />4
<br />"
<br />16
<br />'
<br />
<br />-
<br />
<br />1
<br />
<br />3
<br />/
<br />4
<br />"
<br />4'
<br />
<br />-
<br />
<br />7
<br />"
<br />16
<br />'
<br />
<br />-
<br />
<br />5
<br />"
<br />11' - 7"
<br />13' - 2"3' - 3 1/2"
<br />A-3.02
<br />2
<br />3
<br />A-3.018 7
<br />A-3.01 14
<br />13
<br />A-3.01
<br />11
<br />12
<br />9
<br />10
<br />A-3.02
<br />1
<br />A-3.01
<br />3
<br />65
<br />4
<br />A-3.011
<br />A-3.01
<br />2
<br />2'
<br />
<br />-
<br />
<br />3
<br />"
<br />2' - 5
<br />"
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />2'
<br />
<br />-
<br />
<br />0
<br />"
<br />W-9
<br />W-8
<br />W-7
<br />W-7
<br />FEC
<br />FE
<br />C
<br />FE
<br />C
<br />FEC
<br />W-2
<br />W-2
<br />W-4
<br />308
<br />302
<br />315 318
<br />301
<br />315
<br />318
<br />308
<br />301
<br />306
<br />317319
<br />303
<br />316
<br />314
<br />305305
<br />313 307
<br />304309
<br />311
<br />310 312 1
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />2
<br />321
<br />W-9
<br />W-9
<br />W-9
<br />W-9
<br />W-9
<br />W-9 W-9
<br />W-8 W-8
<br />W-8
<br />W-8
<br />W-7
<br />W-7
<br />W-7
<br />320
<br />W-1
<br />W-8
<br />322
<br />322
<br />323
<br />A-3.0115
<br />W-7
<br />W-7
<br />G-07
<br />12
<br />G-07
<br />12
<br />A-3.02
<br />6
<br />7
<br />4
<br />5
<br />DTL 8/G-06
<br />DTL 8/G-06
<br />48"30
<br />"
<br />2
<br />WALL TYPES LEGEND
<br />NEW INTERIOR PARTITION METAL STUD WALL:
<br />• 5/8" GYP. BD.
<br />• 3-5/8" MIN. 25 GA. METAL STUD @ 16" O.C. & R-13 MIN.
<br />• SOUND ATTENUATION BATT INS.
<br />• 5/8" GYP. BD.
<br />• WALL HEIGHT: 11'-0"
<br />1i
<br />1i
<br />W-7
<br />W-8
<br />EXISTING STOREFRONT TO REMAIN1iW-1
<br />1iW-9
<br />EXISTING EXTERIOR CMU WALL TO REMAIN, TYP.1iW-2
<br />EXISTING INTERIOR FURR WALL TO REMAIN, TYP.1iW-4
<br />NEW INTERIOR PARTITION LOW METAL STUD WALL:
<br />• 5/8" GYP. BD.
<br />• 3-5/8" MIN. 25 GA. METAL STUD @ 16" O.C.
<br />• SOUND ATTENUATION BATT INS. PROVIDE LATERAL BRACING POST
<br /> @4'-0" O.C.
<br />• 5/8" GYP. BD.
<br />• WALL HEIGHT: 7'-0"
<br />NEW INTERIOR PARTITION WET METAL STUD WALL:
<br />• 5/8" MOISTURE RESISTANT GYP. BD.
<br />• 6" MIN. 25 GA. METAL STUD @ 16" O.C. & R-13 MIN.
<br />• SOUND ATTENUATION BATT INS.
<br />• 5/8" MOISTURE RESISTANT GYP. BD.
<br />• WALL HEIGHT: 9'-0"
<br />1. CONSTRUCTION NOTES APPLY TO ALL SHEETS.
<br />2. ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF GYP BD CLAD METAL STUD
<br />PARTITIONS OR CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE.
<br />3. PROVISIONS SHALL BE MADE AT FULL HEIGHT NONBEARING WALLS FOR 2-INCH
<br />VERTICAL MOVEMENT OF BUILDING STRUCTURE WITHOUT TRANSFER OF
<br />COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND
<br />DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS
<br />REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS.
<br />4. GYPSUM BOARD AND PLASTER SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS
<br />WERE INDICATED ON DRAWINGS AND/OR AS DESCRIBED IN THE SPECIFICATIONS.
<br />5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL 2" X 10" CONTINUOUS FIRE
<br />RETARDANT TREATED WOOD BLOCKING OR 10" WIDE METAL BACKING IN STEEL STUD
<br />PARTITIONS FOR PROPER ANCHORAGE OF WALL ATTACHED ITEMS INCLUDING BUT NOT
<br />LIMITED TO THE FOLLOWING: GRAB BARS, CASEWORK, MILLWORK, TOILET
<br />ACCESSORIES, TOILET PARTITIONS, WALL MOUNTED FIXTURES, MARKER BOARDS,
<br />TACK BOARDS, DOOR STOPS, AUDIO VISUAL BRACKETS, ETC.
<br />6. SEE SHEET CP1.2 FOR LOCATION OF FIRE-RESISTANCE-RATED WALLS. WALLS OF FIRE-
<br />RESISTANCE-RATED CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR
<br />ROOF DECK ABOVE.
<br />7. SEAL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED CONSTRUCTION WITH
<br />THROUGH-PENETRATION FIRESTOP MATERIAL AS REQUIRED TO ACHIEVE RESPECTIVE
<br />FIRE-RESISTIVE RATING AND SMOKE STOPPAGE.
<br />8. FIRE-RATED ENCLOSURES AROUND STEEL COLUMNS SHALL BE CONTINUOUS FROM
<br />FLOOR TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE FOR EACH LEVEL.
<br />9. INCLUDE OWNER-FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND
<br />CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND COORDINATE
<br />WITH OWNER TO ACCOMMODATE THESE ITEMS.
<br />10. EVERY AISLE SHALL BE NOT LESS THAN 36 INCHES WIDE IF SERVING ONLY ONE SIDE,
<br />AND LESS THAN 44 INCHES WIDE IF SERVING BOTH SIDES.
<br />11. THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WHEN TESTED IN
<br />ACCORDANCE WITH ASTM C1028B TEST PROCEDURE FOR COEFFICIENT OF FRICTION,
<br />TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE
<br />INSTALLATION OF THE FLOOR COVERING. A WRITTEN STATEMENT FROM THE FLOORING
<br />MANUFACTURER MUST BE SUBMITTED TO THE BUILDING DIVISION, COMMUNITY
<br />DEVELOPMENT DEPARTMENT STATING THAT THE PRODUCT TO BE INSTALLED MEETS
<br />CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE
<br />12. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR
<br />SPECIAL KNOWLEDGE OR EFFORT. LOCKS AND LATCHES IN BUILDINGS IN OCCUPANCY
<br />GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, M, AND S, AND IN
<br />PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED
<br />TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDE:
<br />A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED,
<br />B. A READILY VISIBLE DURABLE SIGN IS POSTED ON EGRESS SIDE ON OR
<br />ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED
<br />WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25
<br />MM) HIGH ON A CONTRASTING BACKGROUND
<br />C. THE USE OF A KEY OPERATED DEVICE IS REVOCABLE BY THE BUILDING
<br />OFFICIAL FOR DUE CAUSE. CBC 1008.1.9.3 & 1008.1.9.4
<br />13. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718.2 AT THE
<br />FOLLOWING LOCATIONS:
<br />a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
<br />FURRED SPACES, AT THE CEILING AND FLOOR LEVELS.
<br />b. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
<br />FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE
<br />WALL.
<br />c. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
<br />HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND
<br />COVE CEILINGS.
<br />CONSTRUCTION PLAN NOTES
<br />FLOOR PLAN KEYNOTES
<br />1. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM
<br />ALLOWABLE FLOW RATES SPECIFIED IN SECTION 5.303.3.
<br />2. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
<br />FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER SHOWER OUTLETS
<br />CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80
<br />PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
<br />OPERATION AT A TIME.
<br />3. CONSTRUCTION WASTE SHALL BE REDUCED BY 65% THRU A CITY OF LOS ANGELES
<br />CERTIFIED HAULER
<br />4. NON-RESIDENTIAL ADDITIONS AND ALTERATIONS SHALL REQUIRE VERIFICATION THAT
<br />CALIFORNIA PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY
<br />AND DIVERTED FROM LANDFILLS. (5.408.2)
<br />5. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE
<br />COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL
<br />BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE
<br />SERVICES.(5.410.4.4)
<br />6. AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE OWNER OR
<br />REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION.
<br />(5.410.4.5)
<br />7. IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS
<br />WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY.
<br />8. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE
<br />COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE
<br />HEATING, COOLING AND VENTILATING EQUIPMENT.
<br />9. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL
<br />COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES
<br />5.504.4.1- 5.504.4.3.
<br />10. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED
<br />AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER’S
<br />SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE
<br />READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR
<br />VERIFICATION.
<br />11. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING
<br />AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING:
<br />CARPET AND RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM
<br />II. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S SPECIFICATION 01350
<br />III. NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER
<br />IV. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE V. COMPLIANT WITH THE
<br />COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS) CRITERIA
<br />INTERPRETATION FOR EQ 7.0 AND 7.1 AND PC/GRN/CORR.LST.01 (REV. 2/2/2017)
<br />WWW.LADBS.ORG PAGE 5 OF 7 LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT
<br />DATABASE. (5.504.4.4)
<br />12. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
<br />REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM.
<br />(5.504.4.4.1)
<br />13. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD
<br />COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING
<br />SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 5.504.4.5. (5.504.4.5)
<br />14. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE
<br />COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER’S
<br />SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD
<br />PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE
<br />FIELD INSPECTOR FOR VERIFICATION.” (5.504.4.5)
<br />15. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE
<br />OR MORE OF THE FOLLOWING:
<br />CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE
<br />PRODUCTS DATABASE
<br />II. CERTIFIED UNDER UL GREENGUARD GOLD
<br />III. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE
<br />PROGRAM IV. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH’S SPECIFICATION
<br />01350 (5.504.4.6)
<br />16. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 OR
<br />HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN
<br />AIR PRIOR TO OCCUPANCY. (5.504.5.3)
<br />17. MECHANICALLY VENTILATED BUILDINGS WITHIN 1,000 FEET OF A FREEWAY SHALL
<br />PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH A MERV 13 FILTER FOR
<br />OUTSIDE AND RETURN AIR. FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY AND
<br />RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE
<br />INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. (5.504.5.3)
<br />18. ADDITIONS AND ALTERATIONS TO A BUILDING OR TENANT SPACE THAT MEET THE
<br />SCOPING PROVISIONS IN
<br />SECTION 301.3 FOR NONRESIDENTIAL ADDITIONS AND ALTERATIONS, SHALL REQUIRE
<br />VERIFICATION THAT UNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT LAMPS AND
<br />BALLAST AND MERCURY CONTAINING THERMOSTATS AS WELL AS OTHER CALIFORNIA
<br />PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY AND ARE
<br />DIVERTED FROM LANDFILLS. UNIVERSAL WASTE MEANS ANY OF THE FOLLOWING
<br />WASTES THAT ARE CONDITIONALLY EXEMPT FROM CLASSIFICATION AS HAZARDOUS
<br />WASTES PURSUANT TO SECTION 66261.9: (A) BATTERIES AS DESCRIBED IN SECTION
<br />66273.2; (B) THERMOSTATS AS DESCRIBED IN SECTION 66273.4; (C) LAMPS AS DESCRIBED
<br />IN SECTION 66273.5; AND (D) CATHODE RAY TUBE MATERIALS AS DESCRIBED IN SECTION
<br />66273.6. REFER TO CALIFORNIA UNIVERSAL WASTE RULE FINAL TEXT.
<br />GREEN BUILDING NOTES
<br />THESE PLANS ARE FOR REVIEW ONLY AND NOT FOR CONSTRUCTION UNLESS THEY
<br />INCLUDE THE STAMP AND SIGNATURE OF ARCHITECT/ENGINEER AND THE
<br />APPROVAL OF THE APPROPRIATE GOVERNMENT AGENCY
<br />C-38176
<br />MARC A.
<br />ABDELSAYED
<br />RENEWAL
<br />DATE
<br />LICENSED A RCHITECT
<br />STATE OF C ALIFORNIA
<br />07/31/2025
<br />Scale
<br />Date
<br />Drawn By
<br />Checked By
<br />Project Number
<br />REVISIONS
<br />JOB SITE:
<br />PLAN:
<br />PHONE:
<br />PLAN CHECK / JOB NO.
<br />50 S De Lacey Ave. Unit #210
<br />Pasadena, CA 91105
<br />(760) 673-6837
<br />(760) 673-2550
<br />info@369architects.com
<br />As indicated
<br />4/
<br />9
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />3
<br />:
<br />2
<br />4
<br />:
<br />5
<br />1
<br />
<br />P
<br />M
<br />PROPOSED FLOOR
<br />PLAN
<br />1414 W EDINGER AVE, SANTA
<br />ANA, CA 92704
<br />CA
<br />N
<br />A
<br />M
<br />
<br />D
<br />E
<br />N
<br />T
<br />A
<br />L
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />Checker
<br />J.F.
<br />03/27/25
<br />24001
<br />1/4" = 1'-0"1 PROPOSED CONSTRUCTION PLAN
<br />301 (N) INT. METAL STUD WALL PER WALL LEGEND, TYP.
<br />302 (N) INT. DOOR PER SCHEDULE. PROVIDE COAT HOOK ON BACK
<br />OF DOOR OF ALL EXAMS, OFFICES, & RESTROOMS, TYP.
<br />303 (N) 4'-0" TALL WINDOW. 1/4" TEMPERED GLAZING IN ALUMINUM
<br />FRAME. T/ FRAME TO MATCH INTERIOR DOOR FRAME HEIGHT.
<br />FRAME COLOR TO MATCH EXISTING STOREFRONT.
<br />304 (E) STOREFRONT ENTRY DOOR TO REMAIN CLOSED.
<br />305 (N) SINGLE COMP. ACCESSIBLE RESTROOM W/ UNISEX
<br />RESTROOM SIGNAGE.
<br />306 SOLID HATCH DENOTES (N) MILLWORK AND/OR SOLID SURFACE
<br />COUNTERTOP AT 34" A.F.F. MAXIMUM, TYP.
<br />307 EQUIPMENT/FURNITURE SHOWN FOR REFERENCE ONLY.
<br />FURNISHED AND INSTALLED BY TENANT.
<br />308 (N) SEMI RECESSED FIRE EXTINGUISHER CABINET (POTTER
<br />ROEMER 7012-A FULL GLASS ). PAINT TO MATCH ADJ. WALL,
<br />TYP.
<br />309 ACCESSIBLE TRANSACTION COUNTER AREA @ 30" A.F.F. WITH
<br />36" MIN. CLEAR AREA.
<br />310 SOLID SURFACE COUNTER TOP WORK SURFACE AT 30" A.F.F.
<br />311 SOLID SURFACE TRANSACTION COUNTER AT 42" A.F.F. WITH
<br />PLASTIC LAMINATE WALL COVERING ON WAITING AREA SIDE OF
<br />KNEE WALL.
<br />312 UPPER CABINETS 30" TALL WALL CABINETS.
<br />313 PROVIDE FIRE TREATED WOOD BLOCKING FOR TV MOUNTING.
<br />TVS AND MOUNTING BRACKETS FURNISHED BY TENANT AND
<br />INSTALLED BY G.C. G.C. TO COORDINATE WITH ELECTRICAL
<br />AND LOW VOLTAGE CONTRACTORS.
<br />314 PROVIDE 48"X96"X1/2" FIRE TREATED PLYWOOD FOR NETWORK,
<br />COMMUNICATION, AND A/V EQUIPMENT INSTALLATION. SECURE
<br />TO WALL AND PAINT TO MATCH OFFICE INTERIOR.
<br />315 PROVIDE 52 1/2" WIDE X 50 1/2" HIGH ROUGH OPENING FOR
<br />X-RAY CABINET @ 42"A.F.F. VERIFY X-RAY EQUIPMENT
<br />ROUGH-IN AND INSTALLATION REQUIREMENTS WITH
<br />EQUIPMENT SUPPLIER.
<br />316 SOLID SURFACE COUNTERTOP WITH BASE & WALL CABINETS.
<br />COUNTERTOP @ 34" A.F.F. T/WALL CABINETS. (AT LAB).
<br />317 SOLID SURFACE COUNTERTOP WITH BASE & WALL CABINETS.
<br />COUNTERTOP @ 34" A.F.F. WALL CABINETS (AT BREAK ROOM).
<br />318 DENTAL EQUIPMENT FURNISHED BY TENANT AND INSTALLED BY
<br />EQUIPMENT SUPPLIER. G.C. SHALL COORDINATE REQUIRED
<br />ROUGH-IN AND FINAL CONNECTIONS WITH ALL TRADES.
<br />319 ROD & SHELF FURNISHED AND INSTALLED BY G.C. TOP OF
<br />SHELF INSTALLED AT 48" A.F.F. PROVIDE FIRE TREATED WOOD
<br />BLOCKING.
<br />320 (N) REFILLABLE WATER JUG DISPENSER, PROVIDED BY TENANT.
<br />321 VIDEO GAME CONSOLES FURNISHED BY TENANT AND
<br />INSTALLED BY G.C. G.C. TO COORDINATE FINAL CONNECTIONS
<br />WITH ELECTRICAL CONTRACTOR.
<br />322 WALL TO BE OPEN ON TOP WITH 2'-0" WALL ENDS
<br />323 INFILL THIS AREA WITH MATERIAL TO MATCH EXISTING
<br />CONSTRUCTION
<br />STUD SIZE STUD GAUGE STUD GAUGE
<br />12" OC. 16" OC. 24" OC.
<br />15' 14' 12'252 1/2"
<br />19' 16' 14'253 5/8"
<br />25' 20 21'206"
<br />RECOMMENDED MIN, SIZE
<br />CHART FOR NON-LOAD BEARING
<br />COMPOSITION STEEL STUD
<br />WALLS (2 LAYERS 5/8" THICK
<br />GYP. BD.)
<br />No. Description Date
<br />1 PLAN CHECK 1 02/06/25
<br />2 PLAN CHECK 2 03/25/25
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