a16794c5-94ae-4c54-b8e9... · symbol legend (see detail 1 on a1.1) room number detail reference...

SYMBOL LEGEND

(SEE DETAIL 1 ON A1.1)

ROOM NUMBER

DETAIL REFERENCE

(SEE WALL SECTION 1

WALL SECTION REFERENCE

REVISION NUMBER

INTERIOR ELEVATION REFERENCE

ON SHEET A1.1)

KEYNOTE

DOOR NUMBER

ON SHEET A1.1)

BUILDING SECTION REFERENCE

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(DIVISION.KEYNOTE NUMBER)

(SEE DETAIL 1A

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ELEVATION/DATUM MARK

TAGNUMBER

DETAIL BAND

FINISHES CALLOUT

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WALL TYPE TAG

EQUIPMENT / FURNITURE TAG

WALL HEIGHT

INSULATION TYPE

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THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALC ARCHITECTURE.

NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANY INFORMATION CONTAINED HEREIN,

WITHOUT THE EXPRESS WRITTEN CONSENT OF ALC ARCHITECTURE.

THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT.

COPYRIGHT © ALC ARCHITECTURE

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ARCHITECT

ALC ARCHITECTURE

1119 EAST STATE STREET, #120

EAGLE, IDAHO 83616

PH: (208) 514.2713

CONTACT: JEFF LIKES

EMAIL: [email protected]

KEY PLAN

PROJECT TEAM

VICINITY MAP

SHEET INDEX

GENERAL:

G1.1 ARCHITECTURAL COVER SHEET, CODE ANALYSIS

G1.2 ACCESSIBILITY DETAILS

G1.3 GENERAL NOTES

G1.4 LIFE SAFETY AND EXISTING PLAN

ARCHITECTURAL:

AS1.0 SITE PLAN

A1.1 DEMOLITION FLOOR PLAN / FLOOR PLAN

A4.1 EXTERIOR ELEVATIONS

A10.1 SECTIONS AND DETAILS

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE AND ALL OTHER APPLICABLE CODES AND

REGULATIONS

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSION AND EXISTING CONDITIONS

PRIOR TO PROCEEDING WITH ALL WORK.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WHERE ANY

CONFLICTS OCCUR WITH THE CONSTRUCTION DRAWINGS.

4. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THE

CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.

5. THE DRAWINGS SHALL NOT BE SCALED

6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO

PERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF

EQUIPMENT IS NOT SPECIFIED AND WHERE SUCH INSTALLATION / CONNECTION

IS REQUIRED FOR A COMPLETE AND OPERATIONAL FACILITY, THE CONTRACTOR

SHALL BE HELP RESPONSIBLE FOR SUCH INSTALLATION / CONNECTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION BRACING AND

SHORING DURING CONSTRUCTION.

8. ALL MATERIALS STORED ON SITE SHALL BE PROTECTED FROM WEATHER TO

PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT

MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

9. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, PATCHING AND FITTING

AS REQUIRED TO PERFORM THE WORK. ALL PATCHING, CUTTING AND FITTING

SHALL BE DONE WITH APPROPRIATE MATERIALS AND TOOLS TO INSURE HIGHEST

QUALITY OF WORK.

10. DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.

11. ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A

FLAME SPREAD OF 25 OR BETTER AND A MAXIMUM SMOKE DENSITY OF 450 PER

THE 2012 IBC, SECTION 720.3.

PARTITION NOTES:

PROJECT NOTES

SITE

CODE ANALYSIS

APPLICABLE BUILDING CODES

1. ALL GYPSUM BOARD PARTITIONS SHALL BE FINISHED TO LEVEL 4, TAPED,

SANDED SMOOTH, & PAINTED COLOR AS SPECIFIED BY TENANT. THE

CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR

ADJOINING SURFACES WHEREVER REQUIRED.

2. ALL INTERIOR PARTITIONS ARE DIMENSIONED FACE OF STUD TO FACE OF STUD

(U.O.N.). ALL VERTICAL DIMENSIONS ARE ABOVE FINISH FLOOR THICKNESS.

ACCOUNT FOR 1/2" FLOOR MATERIAL THICKNESS. VERIFY MATERIAL WITH

TENANT.

3. DEMISING WALLS ARE FROM FINISH FLOOR SLAB TO UNDERSIDE OF ROOF DECK

ABOVE.

4. ALL DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE EDGE OF

WINDOW FLOOR PLAN (U.O.N.)

5. ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. THE

CONTRACTOR SHALL CORRECT LEVEL FLOORING VARIATIONS.

6. DIMENSIONS NOTED 'CLR' ARE MINIMUM REQUIRED DIMENSIONS AND

CLEARANCE MUST BE ACCURATELY MAINTAINED.

7. THERE SHALL BE A MINIMUM OF 18" CLEAR TO THE NEAREST RETURNING

PARTITION, PERMANENT FIXTURE OR MULLION AT THE LATCH SIDE, PULL SIDE

OF ALL DOORS.

8. ALL LATCH SETS AND LOCKSETS ON ALL DOORS SHALL COMPLY WITH ALL

ACCESSIBLY CODES.

9. BRACING FOR DOOR FRAME IS NOT REQUIRED AT DOOR JAMS LOCATED 6" OR

LESS FROM 90 DEGREE PARTITION INTERSECTION.

WOMAN OF WOOL - ADDITION

3640 WEST CHINDEN BOULEVARD, GARDEN CITY, IDAHO, 83714

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE AND APPENDIX A

2012 INTERNATIONAL ENERGY CONSERVATION CODE

2009 IDAHO STATE PLUMBING CODE

2014 NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL FIRE CODE

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WINDOW TYPE TAG

GLAZING TYPE TAG

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MILLWORK TAG

CASEWORK DESIGN SERIES TYPE

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X'-X"

CEILING TAG

CEILING TYPE

CEILING HEIGHT

#

G1.1

APN: R2734502870

SUBDIVISION: FAIRVIEW ACRES SUBDIVISION NO. 1

BLOCK 10, LOT 32

ZONE: C-1

LOT AREA: ACERAGE: 0.17 ACRES

SQUARE FOOTAGE: 7,405 SQUARE FEET

JURISDICTION: GARDEN CITY

OCCUPANCY GROUP: LEVEL 1:

(M) - MERCANTILE

(F-1) - MODERATE HAZARD FACTORY INDUSTRIAL; FOOD

PROCESSING AND COMMERCIAL KITCHENS NOT

ASSOCIATED WITH RESTAURANTS, CAFETERIAS AND

SIMILAR DINING FACILITIES.

CONSTRUCTION TYPE: V-B

AREA: TENANT IMPROVEMENT

LEVEL1

F-1 (EXISTING) = 1,485 SQUARE FEET

M (PROPOSED) = 1,563 SQUARE FEET

LEVEL2

F-1 (EXISTING) = 351 SQUARE FEET

OCCUPANTS: (F-1) = 10 OCCUPANTS

(M) = 48 OCCUPANTS

TOTAL =58 OCCUPANTS

OCCUPANCY SEPARATION: NOT REQUIRED, PER TABLE 508.4

FIRE SPRINKLERS: NO

FIRE ALARM: NO

PLUMBING FIXTURE ANALYSIS : MERCANTILE

WATER CLOSET LAVATORY DRINKING FOUNTAIN SERVICE SINK

REQ. / PROV. REQ. / PROV. REQ. / PROV. REQ. / PROV.

MEN 1 1 1 1 -- -- -- --

WOMEN 1 1 1 1 -- -- -- --

TOTAL 1* 1* 1 1 1 1

PLUMBING FIXTURE ANALYSIS : FACTORY

WATER CLOSET LAVATORY DRINKING FOUNTAIN SERVICE SINK

REQ. / PROV. REQ. / PROV. REQ. / PROV. REQ. / PROV.

MEN 1 1 1 1 -- -- -- --

WOMEN 1 1 1 1 -- -- -- --

TOTAL 1* 1* 1 1 1 1

*PER IBC 2902.2

TENANT

CONTACT: CAROLYN PARKINSON

P. 208.703.2550

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PROPOSED ADDITION

EXISTING FOOD PROCESSING

EXISTING MERCENTILE

COMPLIANCE / INTENT STATEMENT:

THE FOLLOWING PROPOSED BUILDING ADDITION IS IN COMPLIANCE WITH ALL

CURRENT STANDARDS OF REVIEW FOR GARDEN CITY PER PRELIMINARY DESIGN

REVIEW MEETING. THE INTENT OF THIS BUILDING ADDITION IS TO INCREASE THE

TOTAL SQUARE FOOTAGE OF THE EXISTING USABLE BUILDING SPACE, WHILE

RETAINING THE EXISTING BUILDING FOOTPRINT.

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SCALE: NOT TO SCALE

ACCESSIBILITY DETAILS

G1.2

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CONSTRUCTION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE

REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMMENCEMENT

OF ANY WORK, AND SHALL BE REQUIRED TO CONTACT THE PROPER AUTHORITIES HAVING

JURISDICTION.

2. THE CONTRACTOR SHALL CAREFULLY READ, STUDY, AND UNDERSTAND ALL PLANS AND

SPECIFICATIONS FOR TRADES. COORDINATION BETWEEN TRADES WILL BE NECESSARY AND THE

RESPONSIBILITY OF THE CONTRACTOR. ANY QUESTIONS THAT ARISE SHALL BE CLARIFIED BY THE

ARCHITECT PRIOR TO CONSTRUCTION.

3. CONTRACTOR WILL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS, ETC., AT

THE SITE AND WILL COORDINATE WORK PERFORMED BY ALL TRADES, PRIOR TO PROCEEDING

WITH ALL WORK.

4. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DISCREPANCIES ARE TO BE CLARIFIED WITH

THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.

5. CONTRACTOR WILL NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES, OMISSIONS OR

CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR

SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS

OTHERWISE DIRECTED, THE MOST STRINGENT REQUIREMENTS WILL GOVERN.

6.THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION

DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS,

PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT

THE APPROVAL OF THE ARCHITECT.

7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR

REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. COORDINATE

WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, AND STRUCTURAL NOTES.

8. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES

INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE, AND ALL AMENDMENTS

ENFORCED BY THE AUTHORITIES HAVING JURISDICTION.

9. IN NO EVENT SHALL THE CONTRACTOR SUBSTITUTE AN "INDUSTRY STANDARD" CONSTRUCTION

DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BRING ALL WORK

INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE

APPROVAL OF THAT CONSTRUCTION WILL BE GRANTED. NOTES AND DETAILS ON THE DRAWINGS

WILL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

10. PROVIDE A CONTINUOUS BEAD OF ELASTOMERIC SEALANT OR APPROPRIATE CAULKING

MATERIAL AT ALL BETWEEN SIMILAR AND DISSIMILAR MATERIALS.

11. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, PANEL LOCATIONS,

WIRING DIAGRAMS, AND FIXTURE LOCATIONS. COORDINATE ANY RELATED WORK WITH GENERAL

ELECTRICAL NOTES AND ELECTRICAL FIXTURE SCHEDULES.

12. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT, DUCT WORK,

MECHANICAL PIPING, AND EXHAUST. COORDINATE ANY RELATED WORK WITH GENERAL

MECHANICAL NOTES, SCHEDULES, AND DETAILS.

13. REFER TO PLUMBING DRAWINGS FOR ALL PLUMING EQUIPMENT, FIXTURES, AND RELATED

PIPING. I.E.: STORM SEWER, SANITARY SEWER, AND DOMESTIC WATER SUPPLY. COORDINATE ANY

RELATED WORK WITH GENERAL PLUMBING NOTES, SCHEDULES, AND DETAILS.

14. CONTRACTOR AND ALL SUBCONTRACTORS WILL PERFORM THEIR TRADES AND DUTIES IN A

MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE

INTERNATIONAL BUILDING CODE (CODE ADOPTED AT TIME OF ISSUANCE OF PERMIT, (OR LATEST

ACCEPTED CODE ADOPTED BY THE AUTHORITIES HAVING JURISDICTION). THE CONTRACTOR WILL

COORDINATE ALL REQUIRED INSPECTIONS, INCLUDING INSPECTIONS BY THE OWNER, ARCHITECT

(S) AND ENGINEERS AND WILL NOT PROCEED WITH WORK UNTIL THE REQUIRED INSPECTIONS

HAVE BEEN COMPLETED.

15. ANY SPECIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE BUILDING CODE ARE

NOT THE RESPONSIBILITY OF THE ARCHITECT.

16. CONTRACTOR WILL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO

THE PROJECT SITE.

17. DURING CONSTRUCTION OPEN EXCAVATIONS AND TRENCHES WILL BE SUPPORTED AND

BARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY STANDARDS.

18. TEMPORARY BRACING WILL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL

LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND, LATERAL, LIVE AND DEAD

LOADS. SUCH BRACING WILL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY, OR

UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETE.

19. PROVIDE AN OBVIOUS SHUT-OFF VALVE IN READILY ACCESSIBLE LOCATION FOR ALL PLUMBING

WATER AS REQUIRED, COORDINATE WITH PLUMBING. ANY AND ALL VALVES ARE NOT TO BE

CONCEALED IN ANY CONSTRUCTION WITHOUT ACCESS PANELS. PROVIDE BACKFLOW

PREVENTION DEVICES AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION.

21. ACCESS PANELS ARE NOT TO BE LOCATED IN GYPSUM BOARD AREAS, AND ACCESS PANELS

LOCATED IN WALLS ARE TO BE COORDINATED WITH THE RESPECTIVE WALL FINISHES AND ARE TO

BE WHOLLY CONTAINED WITHIN THE ONE WALL FINISH AND BE PRE-FINISHED TO MATCH

ADJACENT WALL FINISH.

22. UNLESS NOTED OTHERWISE, FINISH GRADE TO SLOPE AWAY FROM STRUCTURE 5% MINIMUM

WITHIN THE FIRST 10' AND 2% THERE AFTER. COORDINATE ACTUAL GRADING WITH CIVIL.

23. ALL DIMENSIONS ARE TO FACE OF STUD (FOS) OR TO FACE OF FOUNDATION WALL (FOFNDN)

OR TO FACE OF FINISH (FOF), UNLESS NOTED OTHERWISE.

24. ALL WOOD IN CONTACT WITH CONCRETE, SHALL BE TREATED, ALL WOOD AT GRADE OR

BELOW GRADE SHALL BE TREATED.

25. COORDINATE WITH FRAMING PLANS FOR LOCATIONS OF COLUMNS, BEAMS, MOMENT

FRAMES, ETC. PROVIDE ADDITIONAL FURRING OR FRAMING TO ALLOW FOR INSTALLATION OF NEW

MATERIALS, ELEMENTS AND SYSTEMS.

26. VISITS TO THE JOB SITE BY THE ARCHITECT OR HIS CONSULTANTS DO NOT CONSTITUTE

APPROVAL OF THE WORK PERFORMED BY THE GENERAL CONTRACTOR OR HIS

SUBCONTRACTORS. ANY SUCH VISITS ARE SOLELY FOR THE PURPOSE OF OBSERVING THE WORK

BEING PERFORMED.

27. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL PLUMBING FIXTURES UP TO 4'-0" FOR FULL

LENGTH OF WALL WHICH PLUMBING FIXTURES ARE LOCATED, COORDINATE WITH PLUMBING.

28. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES AND PROCEDURES AND FOR THE COORDINATION OF WORK AND FOR THE WORK

PERFORMED BY THE SUBCONTRACTORS.

29. MAINTAIN THE INTEGRITY OF ALL EXISTING BUILDING SYSTEMS, ASSEMBLIES, AND RATINGS.

REPAIR ANY DAMAGE DONE TO SURROUNDING AREAS DURING CONSTRUCTION.

30. ALL EXISTING CONDITIONS ARE NOT INDICATED ON THE DRAWINGS. CONTRACTOR SHALL

CAREFULLY EXAMINE THE EXISTING INSTALLATION AND ALL PROJECT DRAWINGS TO BECOME

FAMILIAR WITH THE SCOPE OF WORK. NO ADDITIONAL CHARGES WILL BE ALLOWED DUE TO THE

LACK OF PRE-BID SITE EXAMINATION. PROVIDE NOTIFICATION TO THE ARCHITECT AND OWNER OF

ANY WORK WHICH NEEDS FURTHER CLARIFICATION OR MAY RESULT IN CHANGE TO THE

PROPOSED WORK PRIOR TO COMMENCING CONSTRUCTION.

31. STORAGE OF COMBUSTIBLE RUBBISH CONTAINERS SHALL NOT BE CLOSER THAN 5 FEET OF

COMBUSTIBLE CONSTRUCTION WALLS, ROOF OVERHANGS, WINDOWS, VENT OPENINGS AND

UTILITIES.

32. TYPICAL OR 'TYP' SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR

CONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE.

33. CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN AND FREE OF DEBRIS

THROUGHOUT THE CONSTRUCTION PROCESS.

34. LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES AND USE AND

CLEARANCE OF AVAILABLE ELEVATORS SHALL BE PROVIDED AND COORDINATED WITH THE

OWNER.

35. WORK AREAS SHALL REMAIN SECURE DURING CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE, WHERE NECESSARY, TEMPORARY LOCKABLE DOORS TO PROVIDE THE TENANT

CONSTANT ACCESS TO SPACES NOT UNDER CONSTRUCTION. CONTRACTOR SHALL PROVIDE

TENANT WITH KEYS FOR TEMPORARY DOORS, IF REQUESTED.

36. SIMILAR OR 'SIM' MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.

VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.

37. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TO

COMMENCING CONSTRUCTION.

38. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND SPECIFICATIONS.ALL MATERIALS STORED ON SITE SHALL BE PROTECTED

FROM WEATHER AND DETERIORATION. FAILURE TO PROTECT MATERIALS WILL BE CAUSE FOR

REJECTION OF WORK.

39. IN THE CASE OF CONFLICT BETWEEN NOTES ON DRAWINGS, INCLUDING ALL NOTES ON THIS

SHEET, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. REQUEST CLARIFICATION FROM THE

ARCHITECT IN ALL SUCH CASES.

40. THE CONTRACTOR SHALL CLEAN ALL SPACES INCLUDING BUT NOT LIMITED TO WINDOWS,

WINDOW COVERINGS, FLOORS, WALL, CASEWORK, AND OTHER SURFACES IMMEDIATELY PRIOR

TO OWNER OCCUPANCY.

41. ALL STEEL, INCLUDING ANCHORAGE, IN CONTACT WITH OR BELOW GRADE SHALL BE

PAINTED WITH AND COATED TO 6O MILS. WITH MASTIC, AND SHALL BE FINISH PAINTABLE ABOVE

GRADE.

42. CONTRACTOR IS RESPONSIBLE FOR ALL SAWCUTTING, CORING, AND WELDING AS

REQUIRED, AND MAKE ALL ASSOCIATED REPAIRS, TO ALLOW FOR NEW CONSTRUCTION.

43. CONTRACTOR IS TO PROVIDE SOLID AND CONTINUOUS BACKING OF SAME MATERIAL,

SIZE, TYPE, THICKNESS, SHAPE, GAUGE AS WALL CONSTRUCTION AT A MINIMUM OF 1/4 POINTS OF

HEIGHT FOR ALL ELEMENTS IN CONTACT WITH WALLS.

44. A CLEAR, UNOBSTRUCTED AND OBVIOUS EXIT PATH SHALL BE MAINTAINED AT ALL TIMES.

FIRE PATH SHALL BE MAINTAINED. WORK SHALL OCCUR ONLY DURING HOURS AUTHORIZED IN

ADVANCE BY OWNER.

45. CONTRACTOR SHALL MAINTAIN EXITING DURING BUILDING HOURS OF OPERATION.

46. NO SUBSTITUTIONS ALLOWED WITHOUT ARCHITECTS APPROVAL.

47. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THE PROJECT, THE

CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING.

GENERAL NOTES

LIGHT GAUGE FRAMING NOTES

1. PARTITION CONSTRUCTION, STUD SIZES, AND STUD THICKNESS SHALL COMPLY WITH

ASTM C 754 AND THE REQUIREMENTS OF THE METAL STUD MANUFACTURER'S ASSOCIATION.

2. NON-LOAD BEARING PARTITION HEAD TO STRUCTURE CONNECTIONS : PROVIDE

TOP OF WALL CONSTRUCTION TO ACCOMODATE 1/2" MINIMUM DEFLECTION IN THE

STRUCTURE.

3. CEILING / SOFFIT JOIST SPANS SHALL COMPLY WITH ASTM C 754 AND THE

REQUIREMENTS OF THE METAL STUD MANUFACTURER'S ASSOCIATION.

GYPSUM BOARD NOTES

1. PROVIDE FULL 4' X 8' X THICKNESS OF ADJACENT SHEATING MOISTURE RESISTANT

GYPSUM BOARD AT ALL WALLS WITHIN 4'-0" OF THE FRONT AND SIDES OF ALL PLUMBING

FIXTURES.

2. ALL GYPSUM BOARD WORK TO CONFORM TO THE LATEST PUBLISHED U.S. GYPSUM

STANDARD SPECIFICATIONS.

3. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD FINISHES ARE TO BE LEVEL TO

STANDARDS TO ACCEPT APPLIED FINISHES OR LEVEL 4 FINISH, PUBLISHED BY U.S. GYPSUM

STANDARD SPECIFICATIONS, WHICHEVER IS MOST STRINGENT.

4. CONTROL JOINTS IN GYPSUM BOARD ARE REQUIRED AT MAXIMUM 30'-0" ON CENTER

AND ARE TO BE CENTERED EACH WAY WITHIN A WALL. CONTRACTOR TO LAYOUT AND REQUEST

ARCHITECT REVIEW PRIOR TO INSTALLATION. CONTROL JOINTS ARE TO BE PRIMED AND PAINTED

TO MATCH ADJACENT SURFACES.

PAINTING NOTES

1. ALL ELECTRICAL, CONDUIT, MECHANICAL, PIPING, AND OTHER MISCELLANEOUS ITEMS

ARE TO BE PAINTED TO MATCH ADJACENT SURFACES.

2. ALL GYPSUM BOARD IS TO BE PRIMED WITH ONE COAT PRIMER / SEALER AND TWO

COATS LATEX ENAMEL APPLIED AT A MINIMUM DRY-FILM THICKNESS REQUIRED BY THE

MANUFACTURER.

3. SUBMIT SAMPLES OF EACH FINISH, COLOR AND GLOSS TO ARCHITECT, FOR

APPROVAL.

4. EXTERIOR HOLLOW METAL DOOR AND FRAMES SHALL BE PAINTED ON BOTH THE

EXTERIOR AND INTERIOR SIDES TO MATCH ADJACENT SURFACES. (UNLESS NOTED OTHERWISE)

WOOD DOORS NOTES

1. UNLESS NOTED OTHERWISE, ALL WOOD DOORS SHALL BE IN CONFORMANCE WITH

THE ARCHITECTURAL WOODWORK STANDARDS (AWS), 1ST EDITION, AS SUPPLEMENTED BY

THE WOODWORK INSTITUTE (WI) SUPPLEMENTAL TEXT (WI SERVICES AND QUALITY CONTROL

OPTIONS, OCTOBER 1, 2009).

2. ALL WOOD DOORS ARE TO BE PREMIUM GRADE, HEAVY DUTY PERFORMANCE.

3. UNLESS NOTED OTHERWISE, WOOD DOOR SURFACES SCHEDULE SHALL BE:

EXPOSED SURFACES - HIGH PRESSURE PLASTIC LAMINATE

SEMI-EXPOSED - HIGH PRESSURE PLASTIC LAMINATE

CONCEALED - HIGH PRESSURE PLAST LAMINATE

DEMOLITION NOTES

1. ALL DEMOLITION IS AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION TO OCCUR. THE

CONTRACTOR IS TO PROVIDE AND COORDINATE DEMOLITION AND REPAIR AS NEEDED TO

ACHIEVE THE INDICATED NEW CONSTRUCTION RESULTS. THE FULL EXTENT OF THE DEMOLITION

SHALL BE AS REQUIRED TO COMPLETE AND ACCOMODATE THE NEW CONSTRUCTION.

2. THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ACTUAL DEMOLITION

AND REPAIR EXTENT AND PROVIDE THE MEANS AND METHODS REQUIRED TO PROPERLY

DEMOLISH AND COMPLETE THE NEW CONSTRUCTION. FAILURE OF THE CONTRACTOR TO FIELD

VERIFY SHALL NOT RELIEVE THE CONTRACTOR OF ANY REQUIREMENTS TO THE NEW

CONSTRUCTION WORK.

3. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION AND REMOVAL WITH THE

OWNER PRIOR TO THE START OF ANY WORK.

4. CAP AND PLUG EXISTING UTILITIES AS REQUIRED.

5. ALL MATERIALS WHICH ARE NOT RELOCATED OR RE-USED SHALL BE TURNED OVER TO THE

OWNER AT THEIR DISCRETION OR REMOVED FROM THE SITE (WITH THE OWNERS APPROVAL) AT NO

ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF ALL EXISTING FINISHES, FLOOR

COVERINGS, WALL COVERINGS, PAINT, CONCRETE, GRINDING, CORING, CUTING, ETC.

REMOVE AS REQUIRED FOR THE INSTALLATION OF THE NEW FINISHES.

GENERAL DOORS & WINDOWS

1. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITH THE USE OF A KEY OR ANY

SPECIAL KNOWLEDGE OR EFFORT. KEY LOCKING HARDWARE MAY BE USEDON THE MAIN

ENTRANCE IN THERE IS A READILY VISIBLE DURABLE SIGN ON OR ADJACENT THE DOOR

STATING "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED".

2. DOOR OPERATING DEVICES SHALL BE LEVER OPERATED, PUSH-TYPE OR U-SHAPED

HANDLES.

3. THE BOTTOM 12" OF ALL DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE TO

ALLOW THE DOOR TO BE OPENED WITH A WHEELCHAIR FOOTREST.

4. DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE

DOOR OPEN 90 DEGREES, MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE

STOP.

5. MANUVERING CLEARANCES AT DOORS, MINIMUM MANUVERING CLEARANCES AT

DOORS THAT ARE NOT AUTOMATIC OR POWER ASSISTED SHALL BE AS SHOWN. THE FLOOR

OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.

6. UNLESS NOTED OTHERWISE DOOR CLEARANCES SHALL BE PER AWA AND SDI

STANDARDS. FOR RATED DOORS, DOOR CLEARANCES SHALL BE PER NFPA 80.

ALUMINUM GLAZING SYSTEM NOTES

1. UNLESS NOTED OTHERWISE, ALL ALUMINUM SYSTEMS ARE TO BE CLEAR ANODIZED.

2. PROVIDE ALL SHIMS, SEALANT, WEATHERSTRIPING, CHANNELS AND ANCHORS PER

MANUFACTURERS RECOMMENDATIONS. ALL SEALANT TO BE TOOLED.

3. PROVIDE WEEP HOLES AND NECESSARY DRAINAGE.

4. COORDINATE ALUMINUM SYSTEM TO RECEIVE SPECIFIED GLAZING.

5. ALL ALUMINUM GLAZING SYSTEM ARE TO BE STRUCTURAL CAPABLE TO WITHSTAND ALL

LOADING PER ANSI/ASTM E330 AND THE LATEST AND CURRENT INTERNATIONAL BUILDING CODE,

AND BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE PROJECT.

6. LIMIT AIR LEAKAGE THROUGH ASSEMBLY TO 0.06 CFM/MIN/SQ.FT. OF WALL AREA

MEASURED PER ANSI/ASTM E283

7. ALL JOINTS ARE TO BE FLUSH AND HAIRLINE.

8. ALL ALUMINUM GLAZING SYSTEMS ARE TO BE COMPLETELY WATERPROOF IN ACCORDANCE

WITH ASTM E331 AND AAMA 501.

9. MAINTAIN CONTINUOUS AIR, VAPOR AND WATER BARRIER THROUGHOUT ASSEMBLY.

10. PROVIDE AND ACCOMODATE WITHOUT DAMAGE TO ANY SYSTEM OR GLAZING COMPONENT

WITHOUT DAMAGE ALL EXPANSION AND CONTRACTION AND DEFLECTION

ACCEPTABLE MANUFACTURERS : KAWNEER, EFCO CORPORATION, US ALUMINUM

WOOD FRAMING NOTES

1. ALL WOOD FRAMING GRADES ARE TO BE AS FOLLOWS:

A. 2" NOMINAL AND SMALLER - GRADE NO.1

B. 2" NOMINAL AND LARGER - GRADE NO.1

C. 2x4 STUDS AND SMALLER - STUD GRADE

D. 2x6 AND LARGER - GRADE NO. 1

E. ALL POSTS - SEE STRUCTURAL

2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.

3. ALL WOOD SHALL BE DRY AND WELL SEASONED, AND MOISTURE CONTENT SHALL NOT

EXCEED 15%.

4. TYPICAL WOOD CEILING / SOFFIT FRAMING SHALL BE AS FOLLOWS (UNLESS NOTED

OTHERWISE) :

A. UP TO 10' 2 x 4 @ 24" ON CENTER

B. UP TO 15' 2 x 6 @ 24" ON CENTER

C. UP TO 20' 2 x 10 @ 16" ON CENTER

D. UP TO 24' 2 x 12 @ 16" ON CENTER

5. TYPICAL INTERIOR WALL FRAMING SHALL BE AS FOLLOWS (UNLESS NOTED OTHERWISE) :

A. UP TO 10' 2 x 4 @ 16" ON CENTER

B. UP TO 16' 2 x 6 @ 12" ON CENTER

C. UP TO 20' 2 x 8 @ 8" ON CENTER

6. ALL WALLS SHALL BE BRACED PER IINTERNATIONAL BUILDING CODE.

7. ALL WALL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE CDX WITH

EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS.1. ALL PANELS SHALL BEAR LEGIBLE

DFPA STAMPS ORIENTED STAND BOARD MAY BE SUBSTITUTED FOR PLYWOOD WALL SHEATHING.

IF IT IS RATED BY APA'S PERFORMANCE STANDARD RATING AND IS OF THE SAME NUMBER OF

LAYERS AS PLYWOOD PLY'S.

8. PROVIDE DRAFTSTOPS CONSTRUCTED OF 1/2" MINIMUM GYPSUM BOARD, 3/8" MINIMUM

PLYWOOD OR OTHER APPROVED MATERIAL AT LOCATIONS NOTED ON PLANS AND/OR AS

REQUIRED BY INTERNATIONAL BUILDING CODE.

GLAZING NOTES

GENERAL :

1. ALL GLAZING AND GLAZING SEALANT WORK SHALL CONFORM TO FGMA GLAZING MANUAL

AND SEALED INSULATED GLASS MANUFACTURERS ASSOCIATION.

2. EACH GLAZING LITE SHALL BE STAMPED WITH PERFORMANCE CHARACTERISTICS WITH 20%

OPAQUE VISIBILITY STAMP.

3. COORDINATE, VERIFY AND MEASURE ALL OPENINGS TO RECEIVE GLAZING LITES

EXTERIOR GLAZING :

1. UNLESS NOTED OTHERWISE, ALL GLAZING EXPOSED TO THE EXTERIOR SHALL BE MINIMUM

1" THICKNESS, INSULATED, TEMPERED, LOW-E AND NEUTRAL COLOR.

2. MINIMUM U-VALUE = 0.33

3. MINIMUM SHGC = 0.55

4. MINIMUM VISIBLE LITE TRANSMITTANCE = 0.85

5. PROVIDE CONTINUOUS WEATHERSTRIPING

ACCEPTABLE MANUFACTURERS : PPG PERFORMANCE GLAZINGS, OLDCASTLE, ACI

INTERIOR GLAZING :

1. UNLESS NOTED OTHERWISE, ALL GLAZING SHALL BE TEMPERED.

ACCEPTABLE MANUFACTURERS : PPG INDUSTRIES, GUARDIAN INDUSTRIES CORPORATION,

PILKINGTON

UNIT MASONRY NOTES

GENERAL :

1. ALL UNIT MASONRY TO CONFORM TO ASTM A615, ASTM C90, IMIAC, INTERNATIONAL

BUILDING CODE, ACI 530 AND 530.1 AND NCMA STANDARDS AND REQUIREMENTS.

2. ALL MORTAR JOINTS ARE TO BE TOOLED, SQUARE, 1/4" RAKED.

3. ALL MASONRY SHALL BE ENGINEERED BY AND ENGINEER LICENSED IN THE STATE OF THE

PROJECT.

EXTERIOR :

1. ALL EXTERIOR MASONRY UNITS ARE TO BE FULLY GROUTED AND REINFORCED.

2. UNLESS NOTED OTHERWISE, ALL EXTERIOR MASONRY UNIT SURFACES ARE TO BE AS

FOLLOWS :

A. INTERIOR SURFACE OF EXTERIOR MASONRY UNITS ARE TO RECEIVE TWO COATS

BLOCK FILLER 12.O MILS DRY FILM THICKNESS, TWO COATS 100% ACRYLIC ENAMEL

2.0 MILS DRY FILM THICKNESS

B. EXTERIOR SURFACE OF EXTERIOR MASONRY UNITS ARE TO RECEIVE TWO COATS OF

ALL-IN-ONE WATERPROOFING SEALER AND GRAFFITI GUARD (SURE KLEAN WEATHER

SEAL BLOK-GUARD AND GRAFFITI CONTROL), 6.0 MILS DRY FILM THICKNESS.

INTERIOR :

1. ALL INTERIOR MASONRY UNITS ARE TO BE FULLY GROUTED AND REINFORCED.

2. UNLESS NOTED OTHERWISE, ALL EXTERIOR MASONRY UNIT SURFACES ARE TO BE AS

FOLLOWS :

A. BOTH SURFACES OF INTERIOR MASONRY UNITS ARE TO RECEIVE TWO COATS

BLOCK FILLER 12.O MILS DRY FILM THICKNESS, TWO COATS 100% ACRYLIC ENAMEL

2.0 MILS DRY FILM THICKNESS

WATERPROOFING NOTES

1. WATERPROOFING SHALL BE A SELF ADHERING, MODIFIED BITUMINOUS, POLYMERIC ROLLED

SHEET, WATERPROOF AIR/VAPOR/WEATHER BARRIER, 40 MIL THICKNESS

2. COORDINATE AND PREPARE ALL SURFACES (MASONRY, METALS, WOOD, CONCRETE) TO

RECEIVE SELF-ADHERING WEATHER BARRIER SYSTEM.

3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

4. PROVIDE ALL NECESSARY FLASHINGS, TERMINATIONS, ADHESIVES AND TIE-INS.

5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT

REVIEW

ACCEPTABLE MANUFACTURERS : W.R. MEADOWS, INC., EPRO WATERPROOFING SYSTEMS

DEFERRED SUBMITTALS

DEFERRED SUBMITTALS ARE TO BE PREPARED IN STRICT ACCORDANCE WITH ALL CODES AND

REGULATIONS AND PROVIDED BY THE CONTRACTOR TO THE REGISTERED DESIGN PROFESSIONAL

FOR REVIEW, AND ONCE RETURNED BY THE REGISTERED DESIGN PROFESSIONAL, THE CONTRACTOR

SHALL CORRECT AND MAKE NECESSARY MODIFICATIONS AND SUBMIT TO ALL AUTHORITIES HAVING

JURISDICTION FOR APPROVAL AND REQUIRED PERMITS.

UNLESS NOTED OTHERWISE, ALL DEFERRED SUBMITTALS ARE TO BE IN CONFORMANCE WITH THE

INTERNATIONAL BUILDING CODE.

1. FIRE SPRINKLER

2. FIRE ALARM

3. STORAGE RACKING AND SHELVING ATTACHMENTS AND STRUCTURE

4. SIGNAGE AND GRAPHICS

G1.3

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LIFE SAFETY & EXITING LEGEND

SQUARE FOOTAGE

OCCUPANT LOAD

LOAD FACTOR, PER OCCUPANT

ACCUMULATED

OCCUPANT LOAD

OCCUPANT LOAD AT

DOOR

COMMON PATH OF

TRAVEL

EXIT ACCESS DISTANCE

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

LIFE SAFETY & EXITING PLAN - LEVEL 1

KEYNOTES

EXISTING FIRE EXTINGUISHER

1

XXX

XXX

XXX

XXX

XXX

G1.4

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

LIFE SAFETY & EXITING PLAN - LEVEL 2

267

100

3

308

100

3

720

200

4

852

30

29

557

30

19

EXISTING

KITCHEN

---

EXISTING

RETAIL

---

EXISTING

RETAIL

---

EXISTING

OFFICE

---

EXISTING

OFFICE

---

PROPOSED

ADDITION

101

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

RESTROOM

---

EXISTING

RESTROOM

---

TRAVEL D

ISTAN

CE =

50'

TRAVEL D

ISTAN

CE =

63'

TRAVEL D

ISTAN

CE

FRO

M ABO

VE =

81'

3 OCCUPANTS

FROM LEVEL 2

EXISTING

RESTROOM

---

60

8

48

4

190

100

2

1

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CONSTRUCTION

1. VERIFY ALL EXISTING GRADING.

2. UNLESS NOTED OTHERWISE, ALL WALKING SURFACES

ARE TO BE BE GRADED AT NO MORE THAN 5% IN THE

DIRECTION OF TRAVEL AND NO MORE THAN 2%

PERPENDICULAR TO THE DIRECTION OF TRAVEL, SEE

CIVIL FOR ACTUAL GRADING.

3. UNLESS NOTED OTHERWISE, FINISHED FLOOR

ELEVATION IS TO BE AT MINIMUM 18" ABOVE THE

HIGHEST ADJACENT CROWN OF THE ADJACENT STREET,

SEE CIVIL FOR ACTUAL FINISHED FLOOR.

4. UNLESS NOTED OTHERWISE, PROVIDE DRAINAGE

SWALES WITH BANKS THAT DO NOT EXCEED 33%.

5. PROVIDE LANDSCAPING AND IRRIGATION THAT MEETS

OR EXCEED ALL APPLICABLE STANDARDS.

6. REFER TO GEO-TECHNICAL REPORT AND FOLLOW ALL

RECOMMENDATIONS, REPORT ANY VARIATIONS TO

ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.

SITE NOTES

KEYNOTES

EXISTING BUILDING

EXISTING CURB

SCALE: 1 : 10

OVERALL SITE PLAN

1

2

AS1.0

EXISTING SIDEWALK

3

EXISTING PROPERTY LINE

4

EXISTING PARKING - PAINT NEW LINES

5

EXISTING SETBACK

6

EXISTING LANDSCAPING

7

EXISTING ROOF LINE ABOVE

8

EXISTING ASPHALT SURFACE

9

1

S 44° 0' 16" W @ 150'

S 45° 0' 44" E @ 100'

S 45° 0' 44" E @ 100'

S 44° 0' 16" W @ 150'

EXISTING GAVEL SURFACE

10

AREA OF PROPOSED WORK

11

2

2

2

3

4

4

5

6

7

7

8

9

10

11

E. CH

IN

DEN

BLVD

.

OSAG

E ST.

CLEAR PATHWAY TO STREET ACCESS

12

12

KEYNOTES

EXISTING CONCRETE PATIO - TO REMAIN

REMOVE EXISTING POST FURRING

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CONSTRUCTION

1. ALL DIMENSIONS ARE TO FACE OF STUD (F.O.S.), UNLESS

NOTED OTHERWISE.

2. ALL DOOR FRAMES AND DOOR/WINDOW ASSEMBLIES

ARE TO BE LOCATED 0'-4" FROM FACE OF ADJACENT

WALL, UNLESS NOTED OTHERWISE.

3. CONTRACTOR TO ASSESS AND REVIEW ALL CONDITIONS

AND REPORT ANY DISCREPANCIES TO THE ARCHITECT

PRIOR TO COMMENCING WORK.

4. CONTRACTOR TO PROVIDE ALL NECESSARY

PREPARATIONS AND REMEDIATION TO RECEIVE NEW

WORK AND FINISHES.

5. ALL SIGNAGE IS TO BE COORDINATED WITH OWNER

6. ALL EXISTING STOREFRONT AND EXTERIOR BUILDING

WALLS IS TO BE WASHED, AND EXISTING STOREFRONT

IS TO BE SELECTIVELY RE-PAINTED. REMOVE ALL

GRAFFITI FROM BUILDING.

SHEET NOTES

2x6 STUDS AT 1'-4" ON CENTER WITH 5/8"

GYPSUM BOARD INTERIOR SIDE, 1/2" HORIZONTAL

CEMENT BOARD EXTERIOR SIDE. PROVIDE

SEALANT AT BOTTOM OF WALL, CONTINUOUS.

WALL TYPES

WALL HEIGHT :

UNLESS NOTED OTHERWISE ALL WALLS ARE TO BE

0'-6" ABOVE HIGHEST ADJACENT CEILING

D = WALL TO DECK, ABOVE

INSULATION TYPE :

A = ACOUSTICAL BATT INSULATION

T = THERMAL BATT INSULATION (R-13)

A1

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

FLOOR PLAN - LEVEL 1

1

2

A1.1

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

FLOOR PLAN - LEVEL 1

REMOVE EXISTING DECKING ABOVE

3

NEW CONCRETE SLAB - SEE DETAIL

4

NEW WALL - SEE SCHEDULE

5

NEW EXTERIOR DOOR

6

NEW WINDOW

7

NEW EXTERIOR LIGHT FIXTURE

8

NEW WATER HEATER

9

NEW WATERPROOF DECKING - SEE SECTION DETAIL

10

2

2

3

4

5

5

5

6

7

8

9

10

1

A10.1

A1

T

EXISTING

KITCHEN

---

EXISTING

RETAIL

---

EXISTING

RETAIL

---

EXISTING

OFFICE

---

EXISTING

OFFICE

---

PROPOSED

ADDITION

101

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

STORAGE

---

EXISTING

RESTROOM

---

EXISTING

RESTROOM

---

REMOVE EXISTING DOOR - REFINISH OPENING

11

11

11

5

A10.1

5'-9"

5'-0"

4'-0"

5'-0"

4'-0"

5'-0"

1'-3"

30'-0"

DEMO EXISTING WALL - SEE ELEVATION

12

12

DEMO EXISTING HEADER - SEE ELEVATION

13

13

13

12

11

REROUTE EXISTING PLUMBING AND ELECTRICAL

- AS NEEDED

14

14

78'-11

3 4

"

46'-3

1

2

"

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CONSTRUCTION

KEYNOTES

FRAMED WALL - SEE SCHEDULE

EXTERIOR LIGHT - SEE ELECTRICAL

1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS. REVIEW

ALL DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT

IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,

CONTRADICTIONS OR OMMISSIONS ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL

INFORMATION IS REQUIRED & NOT FOUND, NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION.

3. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO

COLUMN CENTERLINES OR TO FACE OF FRAMING, CLEAR

DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES.

4. ALL EXPOSED FOUNDATIONS AND FOOTINGS ARE TO BE

PAINTED TO MATCH ADJACENT WALL FINISH OR COLOR

AS SELECTED BY OWNER. PROVIDE NECESSARY SURFACE

TO PROVIDE A SMOOTH CONSISTENT FINISH, AS

RECOMMENDED BY MANUFACTURER FOR PARTICULAR

APPLICATION.

5. PROVIDE 24 GAUGE PRE-FINISHED METAL FLASHING,

DRIP EDGE AND TRIM TO MATCH ROOF COLOR, AS

SELECTED BY OWNER.

6. PROVIDE CONTINUOUS PRE-FININSHED 22 GAUGE METAL

GUTTER TO MATCH FLASHING AT ALL ROOF EAVES.

SHEET NOTES

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

PROPOSED EXTERIOR ELEVATION - EAST

1

2

A4.1

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

EXISTING EXTERIOR ELEVATION - NORTH

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

PROPOSED EXTERIOR ELEVATION - NORTH

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

EXISTING EXTERIOR ELEVATION - EAST

HOSE BIB - SEE PLUBING

3

WINDOW

4

EXTERIOR DOOR

5

CONCRETE SLAB - SEE DETAIL

6

1

2

3

4

5

6

6

COR-TEN STEEL PANELS - SEE DETAIL

7

7

7

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CONSTRUCTION

A10.1

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

BUILDING SECTION

1

KEYNOTES

EXISTING BUILDING - TO REMAIN

REMOVE EXISTING PAVERS AND CONTAINMENT CURB

1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY

COMPONENTS OF THE CONTRACT DOCUMENTS. REVIEW

ALL DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT

IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,

CONTRADICTIONS OR OMMISSIONS ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL

INFORMATION IS REQUIRED & NOT FOUND, NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION.

3. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO

COLUMN CENTERLINES OR TO FACE OF FRAMING, CLEAR

DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES.

4. ALL EXPOSED FOUNDATIONS AND FOOTINGS ARE TO BE

PAINTED TO MATCH ADJACENT WALL FINISH OR COLOR

AS SELECTED BY OWNER. PROVIDE NECESSARY SURFACE

TO PROVIDE A SMOOTH CONSISTENT FINISH, AS

RECOMMENDED BY MANUFACTURER FOR PARTICULAR

APPLICATION.

5. CONTRACTOR SHALL VERIFY AND COORDINATE ALL

DATUM ELEVATIONS.

6. UNLESS NOTED OTHERWISE, 0'-0" EQUALS RESPECTIVE

FINISHED FLOOR ELEVATION. SEE CIVIL FOR ACTUAL

FINISHED FLOOR ELEVATION.

7. REFER TO MATERIAL SCHEDULE AND MATERIAL

CALLOUTS FOR FINISHES.

SHEET NOTES

1

2

EXISTING DECK FRAMING - TO REMAIN

3

EXISTING GUARD RAIL - REMOVE PRIOR TO

CONSTRUCTION - REINSTALL UPON COMPLETION

4

5

SCALE: 1" = 1'-0"

ENLARGED SECTION DETAIL

2

SCALE: 1" = 1'-0"


3

2

A10.1

4

A10.1

DEMOLISH EXISTING FLOOR DECKING

6

DEMOLISH EXISTING POST FURRING

7

NEW CONCRETE SLAB - THICKENED EDGE

8

NEW FRAMED WALL - SEE PLAN

9

NEW 3/4" T&G FLOOR DECKING

10

NEW ROOFING MEMBRANE - OVER DECKING

11

12

NEW PLI-DEK SYSTEM - SEE MANUFACTURERS DETAILS

1

2

3

NEW INTERIOR GWB - SEE SCHEDULE

4

5

6

7

8

8

8

9

3 10 11 12

13

NEW EXTERIOR WATERPROOF MEMBRAINE

16

16

3

A10.1

SCALE: 1" = 1'-0"


3

8

9

16

15

NEW FURRING STRIPS FOR SIDING

16

NEW COR-TEN METAL SIDING

15

14

NEW 3/4" PLYWOOD SHEATING

14

13

2

8"

1'-0"6"

17

MATCH EXISTING ELEVATION

17

18

19

18

FASTEN NEW WALL TO EXISTING FRAMING WITH

3/8" LAG BOLTS AT 24" ON CENTER

19

ANCHOR WALL WITH 1/2" BOLTS AT 24" ON CENTER

- IMBED AT EXISTING CONCRETE

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

INTERIOR ELEVATION

5

8'-0"

a16794c5-94ae-4c54-b8e9... · symbol legend (see detail 1 on a1.1) room number detail reference...

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