COR - Construction Documents by Levi Naas

0 STEEL

MATERIAL CALLOUT

RIGID INSULATION LEVEL MARKER

Name Elevation

GYPSUM WALL BOARD NORTH ARROW MARKER EARTH

Room name ROOM ID MARKER

101

ELEVATION MARKER 1

TITLE BAR

A102 A101

WINDOW TAG

PLYWOOD

Ref View Name

WOOD

View Name 1/8" = 1'-0" 1t

11. MATERIALS, EQUIPMENT, AND/OR CONSTRUCTIVE SERVICES NOT INDICATED IN DRAWINGS OR SPECIFIED HEREIN, BUT REQUIRED FOR SUCCESSFUL AND EFFICIENT COMPLETION OF THE INSTALLATION SHALL BE CONSIDERED IMPLIED IN THE DOCUMENTS CONTENT AND SAID MATERIALS, EQUIPMENT, AND/OR CONSTRUCTIVE SERVICES SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE, RESULTING CONSTRUCTIONS, AND EXISTING BUILDING BEING AFFECTED BY MODIFICATIONS. ALL SHALL BE MAINTAINED NEAT, CLEAN, ORDERLY AND FREE OF DEBRIS ACCORDING TO STANDARDS SET FORTH IN ASTM AND ANSI. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONSTRUCTION SITE IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY PROVISIONS AND PUBLIC SAFETY PROVISIONS. THE OWNER AND ARCHITECT ASSUME NO LIABILITY FOR CONTRACTOR VIOLATIONS OF OCCUPATIONAL OR PUBLIC SAFETY PROVISIONS STIPULATED IN THE GOVERNING JURISTICTION.

EXISTING BUILDING

14. DAMAGED MATERIALS AND WORK MUST BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.

DEMOLISHED - 01

15. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS OR LEVEL OF CRAFTSMANSHIP, SUCH STANDARDS SHALL BE MAINTAINED PER THE LATEST EDITION AND/OR ADDENDUM.

DEMOLISHED - 02

16. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. RESPONSE WILL BE ISSUED IN WRITING, ANY OTHER DIRECTION WILL NOT BE BINDING.

DOOR TAG

101

WALL TAG

17. THE CONTRACTOR SHALL VISIT THE SITE AND INFORM THE ARCHITECT, IN WRITING, OF ANY CONDITIONS THAT MAY AFFECT THE EXECUTION OF WORK PRIOR TO COMMENCING ANY SAID AFFECTED WORK.

KEYNOTE TAG

18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE, AND REPORT DISCREPANCIES TO THE ARCHITECT BEFORE COMMENCING WORK.

CONCRETE

SECTION TAG

SIM

19. ANY OMISSION OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK.

A108 A102

20. CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL BE LIABLE TO THE OWNER OR ARCHITECT FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS.

SPOT ELEVATION MARKER

ABBREVIATIONS:

GENERAL NOTES:

# @ AAC ASCE ADA ADMIN AFF AHJ ASTM ACI AVE BLK BLVD COR EL F.A. F.A.R. FFE GWB GASF IBC ID LUC NA NASF NTS R.O. SF SIM ST T+ G TYP W/

NUMBER AT AUTOCLAVED AERATED CONCRETE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN DISABILITIES ACT ADMINISTRATION ABOVE FINISH FLOOR AUTHORITY HAVING JURISTICTION AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN CONCRETE INSTITUTE AVENUE BLOCK BOULEVARD CENTER FOR OPTICAL REALITIES ELEVATION FLOOR AREA FLOOR AREA RATIO FINISH FLOOR ELEVATION GYPSUM WALL BOARD GROSS SQUARE FOOT AREA INTERNATIONAL BUILDING CODE IDENTIFICATION TUCSON LAND USE CODE NOT APPLICABLE NET SQUARE FOOT AREA NOT TO SCALE ROUGH OPENING SQUARE FOOTAGE SIMILAR STREET TONGUE AND GROOVE TYPICAL WITH

APPLICABLE CODES:

2006 INTERNATIONAL BUILDING CODE AND LOCAL AMENDMENTS 2006 INTERNATIONAL EXISTING BUILDING CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE AND LOCAL AMENDMENTS 2006 INTERNATIONAL FUEL GAS CODE 2005 NATIONAL ELECTRICAL CODE AND LOCAL AMENDMENTS 2006 UNIFORM PLUMBING CODE AND LOCAL AMENDMENTS 2006 INTERNATIONAL PLUMBING CODE AND LOCAL AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE AND LOCAL AMENDMENTS NEIGHBORHOOD PRESERVATION ORDINANCE TUCSON LAND USE CODE TUCSON SIGN CODE 2003 INTERNATIONAL FIRE CODE & LOCAL AMENDMENTS CITY OF TUCSON/PIMA COUNTY LIGHTING CODE

2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS AND SUB-CONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. THIS ADAPTIVE RE-USE PROJECT IS SUBJECT TO AND COMPLIANT WITH THE ACCESSIBILITY REQUIREMENTS STIPULATED IN ICC/ANSI 117.1-1998 AND ITS PREDECESSOR THE FAIR HOUSING ACT OF 1996 (REVISED 1998). 5. ALL GLAZING SHALL BE IN COMPLIANCE WITH THE ARIZONA SAFETY LAW AND/OR OTHER REGULATIONS HAVING JURISTICTION INCLUDING THE 2006 EDITION INTERNATIONAL BUILDING CODE. 6. ALL SHEET METAL WORK SHALL CONFORM WITH THE LATEST SMACNA STANDARDS FOR FORMING AND FABRICATION.ALL SEAMS AND CONNECTIONS SHALL BE SOLDERED. 7. THE CONTRACTOR SHALL INCUR COSTS FOR ALL PLAN CHECK AND BUILDING PERMIT FEES ASSOCIATED WITH THEWORK TO BE PERFORMED IN ADDITION, THE CONTRACTOR SHALL SUBMIT PLANS FOR REVIEW BY GOVERNMENTALAGENCIES. THE CONTRACTOR SHALL INCUR ALL COSTS FOR ALL ELECTRICAL, WATER, SEWER AND NATURAL GASCONNECTION FEES REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL PROVIDE AND INCUR ALL COSTSASSOCIATED WITH MATERIALS, LABOR, TOOLS, AND OTHER ITEMS NECESSARY TO COMPLETE THE SCOPE OF WORK. 8. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS/SPECIFICATIONS UNLESS SPECIFIED OTHERWISE. 9. MATERIALS, EQUIPMENT AND CRAFTSMANSHIP OF ALL TRADES SHALL CONFORM TO RECOGNIZED ASTM OF QUALITY APPROPRIATE TO GRADE OF SAID MATERIALS, EQUIPMENT AND CRAFTSMANSHIP MATERIALS AND EQUIPMENT SHALL BE NEW, SOUND, OF HIGH QUALITY AND SUITABLE FOR APPLICATIONS SPECIFIED. MATERIALS SHALL BE POSITIONED IN AN ORDERLY MANNER AND SHALL BE ALIGNED WITH THE BUILDING STRUCTURE. VERTICAL MEMBERS/SURFACES SHALL BE PLUMB, HORIZONTAL MEMBERS/ SURFACES SHALL BE LEVEL AND ALL SURFACES TRUE TO PLANES SPECIFIED. CRAFTSMANSHIP SHALL BE NEAT, CLEAN, AND TRUE TO LINE AND DIMENSION. FINISH MATERIALS SHALL BE FREE OF TOOL MARKS, FLAWS AND BLEMISHES JOINERY AND CONNECTIONS SHALL BE ACCURATE, CLOSE/TIGHT FITTING AND WELL CRAFTED. TOLERANCES RECOGNIZED BY NATIONAL TRADE ASSOCIATIONS WILL BE THE MINIMUM ACCEPTABLE STANDARD FOR RESPECTIVE TRADE WORK.

LOCATION INFORMATION:

E. Adams St. 1414 N. 1st Ave

21. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. ALL DIMENSIONAL CHANGES/ADDENDUMS SHALL BE PROVIDED IN WRITING.

22. IN CASES WHERE DIMENSIONS ARE PROVIDED ALONG WITH ALIGNMENT NOTATION OR ALIGNMENT CRITERIA, THE ALIGNMENT NOTATION/CRITERIA SHALL GOVERN AS DIRECTION FOR MATERIAL PLACEMENT AND FINISHING. ALIGNMENT NOTATION IS INTENDED TO FACILITATE CONTRACTORS DECISION MAKING IN THE FIELD WHEN CUMULATIVE TOLERANCES CREATE DIMENSIONAL VARIATIONS FROM THE CONSTRUCTION DOCUMENTS.

25. DETAILS SHOWN SHALL BE INCORPORATED INTO CONSTRUCTION AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY CALLED OUT/IDENTIFIED OR NOT. 26. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION THROUGHOUT UNLESS DETAILED OTHERWISE ON DRAWINGS. 27. REFUSE GENERATED BY CONTRACTOR AND SUB-CONTRACTORS SHALL BE REMOVED FROM PROJECT SITE ON A WEEKLY BASIS. CONTRACTOR SHALL COORDINATE DUMPSTER LOCATIONS WITH OWNER, NEIGHBORS, AND CITY.

C1 R1

E. Speedway Blvd

23. ALL DIMENSIONS ARE TO FACE OF WALL UNLESS NOTED OTHERWISE. 24. WHERE SPECIFIC INSTRUCTIONS REQUIRE THAT A PARTICULAR PRODUCT OR MATERIAL BE INSTALLED BY THE MANUFACTURER OR PER MANUFACTURER'S INSTRUCTIONS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ANY SUBCONTRACTORS ARE APPROVED APPLICATORS, OR THAT OTHER INSTALLERS FOLLOW THAT MANUFACTURER'S INSTRUCTIONS.

E. Drachman St. R3

PARCEL INFORMATION:

NU-WAY MARKET AND LAUNDRY OWNER: ADDRESS: PARCEL ID: LEGAL DESCRIPTION:

GENERAL BUILDING DATA:

ZONE:

SETBACK:

WEST: 23.775' FROM WEST PROPERTY LINE, NORTH: 0' SOUTH FROM NORTH PROPERTY LINE, EAST: 0' EASEMENT EAST FROM PROPERTY LINE, SOUTH: 0' NORTH FROM SOUTH PROPERTY LINE

MAXIMUM BUILDING HEIGHT: ACTUAL BUILDING HEIGHT:

30'-0" 25'-0"

SITE AREA F.A.R. BUILDING AREA ALLOWABLE:

8135 SF .35 2847 GASF

29. CONTRACTOR SHALL PAY FOR LABOR, MATERIALS, EQUIPMENT AND MACHINERY, WATER, HEAT AND OTHER UTILITIES, TRANSPORT, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK WHETHER TEMPORARY OR PERMANENT.

BUILDING AREA ACTUAL:

5740 NASF 6406 GASF > 2847 GASF VARIANCE GRANTED

30. ALL MATERIALS AND EQUIPMENT ARE TO BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED.

VARIANCE NUMBER

DD0-2007-100A

SEWER:

CITY OF TUCSON

LIGHTING CODE:

28. THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL COMPLETION/RECEIPT OF FINAL PAYMENT. SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD DUE TO FAULTS IN MATERIALS AND/OR LABOR, THE CONTRACTOR SHALL MAKE REPAIRS AND COMPLETE ALL NECESSARY WORK AS SOON AS POSSIBLE. SPECIFIC MATERIALS AND/OR MATERIAL ASSEMBLIES SUPPLIED BY INDEPENDENT MANUFACTURERS/FABRICATORS SHALL BE GUARANTEED AS FOLLOWS: [1] IF MANUFACTURER'S/FABRICATORS GUARANTEES/WARRANTIES EXCEED THE ONE YEAR STIPULATED PERIOD OF GUARANTEE/WARRANTY THEN SUCH GUARANTEES/WARRANTIES SHALL BE BINDING FOR THE DURATION STIPULATED IN EXCESS OF THE ONE YEAR STIPULATED PERIOD. [2] IF MANUFACTURER'S/FABRICATORS GUARANTEES/WARRANTIES ARE LESS THAN THE ONE YEAR STIPULATED PERIOD OF GUARANTEE/WARRANTY THEN THE CONTRACTOR AND ASSOCIATED SUB-CONTRACTORS SHALL ASSUME THE GUARANTEES/WARRANTIES FOR MATERIALS AND MATERIAL ASSEMBLIES TO THE ONE YEAR STIPULATED PERIOD.

31. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PERMITS, FEES, LICENSES AND INSPECTIONS. 32. CONTRACTOR IS RESPONSIBLE TO ASCERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, ORDINANCES, BUILDING CODES, AND RULES/REGULATIONS. 33. CONTRACTOR IS ALSO RESPONSIBLE FOR WORK SCHEDULING, DOCUMENTS AND SAMPLES TAKEN AT SITE, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, CLEANING, ACCESS TO WORK FOR ALL PARTIES INVOLVED, AND ROYALTIES AND PAYMENTS NECESSARY DURING THE CONSTRUCTION PROCESS.

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

Nu-Way Studios LLC 1414 N. 1st ave 123-15-1110 University Homes Lot 10 & 11 N81.35' Lot 9 Blk 10

Scale 1/8" = 1'-0"

SAND STRUCTURAL GRID TAG

G0.00 G1.00 G1.01 G1.02 G1.03 G1.04 G1.05 D1.01 D1.02 D2.01 C1.00 A1.01 A1.02 A1.03 A2.01 A3.01 A3.02 A4.01 A4.02 A4.03 A4.04 A5.01 A6.01 A7.01 A8.01 A9.01 A9.02 A10.01 A10.02 A11.01 A11.02 A12.01 M1.01 M1.02 E1.01 E1.02 P1.01

ARCHITECTS

CENTER LINE

Cover Sheet General Data/Index Sheet General Data Code Analysis Code Analysis Code Analysis Code Analysis Demolition Plans/Elevations Demolition Interior Elevations Structural Stabilization Details Site Plan First Level Floor Plan Second Level Floor Plan Roof Plan Reflected Ceiling Plans West Building Elevations North and East Building Elevations Building Sections- Transverse Building Sections- Tranverse Building Sections- Longitudinal Building Sections- Longitudinal Roof Details Wall Sections Section Details Plan Details Enlarged Floor Plan - Bathrooms Enlarged Floor Plan - Exterior Projection Theatre Skin Module System Skin Module System Ramp Details Egress Stair Details Door and Window Schedules Mechanical Plans Mechanical Plans Electrical Plans Electrical Plans Plumbing Plans

Center for Optical Realities 1414 N First Ave. Tucson, AZ

MASONRY - BRICK

SHEET INDEX:

GENERAL DATA/INDEX SHEET

A102 A103

10. THE MATERIALS, PRODUCTS, AND EQUIPMENT DESCRIBED IN THE BIDDING AND/OR CONSTRUCTION DOCUMENTS ESTABLISH A STANDARD OF REQUIRED FUNCTION, DIMENSION, APPEARANCE AND QUALITY TO BE MET BY ANY PROPOSED SUBSTITUTION. SUBSTITUTIONS FOR SPECIFIED MANUFACTURERS, MATERIALS, MATERIAL ASSEMBLAGES, AND EQUIPMENT WILL BE ACCEPTED BASED ON THE FOLLOWING CONDITIONS: NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO THE RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT AT LEAST SEVEN (7) DAYS PRIOR TO THE DATE FOR THE RECEIPT OF BIDS, REQUESTS SHALL INCLUDE THE NAMED OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTION INCLUDING DRAWINGS, PERFORMANCE AND TEST DATA, AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN MATERIALS, EQUIPMENT AND OTHER PORTIONS OF WORK, INCLUDING CHANGES IN THE WORK OF THEIR CONTRACTS THAT INCORPORATION OF THE SUBSTITUTION WOULD REQUIRE. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTION IS UPON THE PROPOSER. THE ARCHITECT'S DECISION OF APPROVAL OR DISAPPROVAL OF A PROPOSED SUBSTITUTION SHALL BE FINAL.

NAAS

DETAIL CALLOUT

SIM

N. Euclid Ave

MATERIALS LEGEND: 1

N. 1st Ave

SYMBOLS LEDGEND

G1.00 100% SUBMISSION 12.08.06

06090.B1 3/8" LAG SCREW PRE-DRILL 1/4" HOLE TO DEPTH OF LAG SCREW. OPPOSING HOLES SHALL BE OFFSET BY 1" MINIMUM IN DIMENSIONAL LUMBER. 3/4" STEEL WASHER TO BE USED WHEREVER CONNECTION IS THROUGH STEEL PLATE OR BRACKET. WHERE CONNECTION IS WOOD TO WOOD, 3/4" COUNTERSINK HOLE IS TO BE DRILLED TO DEPTH CONSISTENT WITH DEPTH OF LAG SCREW HEAD AND WASHER FOR FLUSH CONNECTION.

02315.C1 SAND SUB-BASE 3" SAND SUB-BASE SHALL BE SPREAD OVER MOISTURE BARRIER AND COMPACTED IN ACCORDANCE WITH ASTM STANDARDS. 02500 PAVING ALL NEW PAVING IS TO BE 5" PERVIOUS CONCRETE BY PROGRESSIVE CONCRETE WORKS OR EQUIVALENT WITH COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS OVER 4" AB GRAVEL SUBSTRATE. EXPANSION JOINTS SHALL BE PROVIDED AT 15' INTERVALS. INSTALLATION TO BE COMPLETED BY QUALIFIED SUB-CONTRACTOR. 02620.A3 6" PERFORATED PVC PIPE TO BE PLACED 6" OUTSIDE ALL FOOTINGS, LEVEL WITH BOTTOM OF FOOTER , OR 12" MINIMUM BELOW FINISH GRADE. ALL JOINTS TO BE GLUED WITH STANDAPRVDC PIPE FITTING GLUE. SLOPE NOT TO BE LESS THAN 1/4" PER LINEAR FOOT.EAST DRAIN PIPE TO SLOPE DOWN TO NORTH, BOTH NORTH AND SOUTH TO SLOPE AND DRAIN INTO EXISTING STORM SEWER. SCUPPERS FROM EAST SIDE OF ROOF SHALL CONNECT TO THESE BELOW GRADE. SILT SCREEN TO BE UTILIZED BELOW ALL PERFORATED DRAINAGE PIPING 03: CONCRETE

03300-1 CAST-IN-PLACE CONCRETE CONCRETE TYPE I ASTM C150 COMPLIANT PORTLAND CEMENT, 1/2" MAXIMUM DIAMETER 5000 PSI GRAVEL COURSE AGGREGATE PARTICULATE SIEVE, 1/16" MAXIMUM DIAMETER 3000 PSI SAND PARTICULATE SIEVE SEPARATED AND CLEANED COMPLIANT WITH ACI 271. BATCH SHALL BE VOLUMETRICALLY PROPORTIONED WITH ONE PART CONCRETE TO TWO PARTS COURSE AGGREGATE AND SHALL BE TRANSIT MIXED. WATER:CEMENT RATIO SHALL BE 0.600 AND COMPRESSIVE STRENGTH SHALL BE 2000 PSI AT 28 DAYS. 04: MASONRY

3/8" Lag Screw Blocking Wood Blocking As Required Existing Ceiling Joists Treated 2x4 2x6 2x8 Joists @ 16 O.C. Plywood Subfloor 3/4" Plywood 3/4" Exterior Grade Plywood R-19 Batt Insulation Tapered Rigid Insulation Metal Flashing Built-Up Bituminous Roofing Through Wall Flashing Roof Accessories Joint Sealer 1 3/4" Metal Door 6 3/4" HM Mullion Aluminum Fixed Window Mullion Glazing 1/4" Clear Float Glass 1/4" Clear Tempered Float Glass 1/4" Tinted Tempered Float Glass Expanded Mesh Lath 5/8" Gypsum Wallboard Wood Flooring 1x4" Wood Flooring Visual Display Boards Paper Towel Dispenser Grab Bar Manufactured Casework Furniture Division 13 - Special Construction Plumbing Fixtures Drinking Fountains Heating, Ventilating, and Air Conditioning Equipment Air Distribution Duct Accessories

04210.A1 STANDARD BRICK CORED CLAY BRICK 3-1/2" X 8" X 2-1/4" CONISTENT WITH SIZE AND COLOR OF EXISTING BUILT MASONRY WALLS. RECYCLED BRICKS FROM 1412 DEMOLITION PROCESS ARE ACCEPTABLE FOR USE, PROVIDED THEY ARE IN A CONSISTENT CONDITION WITH EXISTING MASONRY WALLS. FIVE COURSE COMMON BOND ALIGNED AND CONSISTENT WITH EXISTING MASONRY COURSING IS TO BE USED. 04068.A2 TYPE N MORTAR MEDIUM STRENGTH RATED MORTAR COMPLIANT WITH ASTM C270, 1/16" MAXIMUM DIAMETER 3000 PSI SAND PARTICULATE SIEVE SEPARATED AND CLEANED COMPLIANT WITH ASTM C144, PORTLAND CEMENT COMPLIANT WITH ASTM C150. EACH BATCH TO BE MIXED ON SITE AND COMPARED TO EXISTING MORTAR FOR MATCH IN COLOR, TEXTURE, AND APPLICATION. ALL JOINTS TO BE RAKED ON FINISH SIDES CONSITENT WITH EXISTING MASONRY. 04200.B1 CAST PARAPIT WALL CAP PRE-CAST CONCRETE WALL CAP TO BE CONSISTENT WITH CONCRETE ASSEMBLY NOTATION, WITH THE ADDITION OF STEEL DOWELS SET INTO TOP COURSE OF MASONRY AT 16" INTERVALS. A CONTINUOUS THROUGH -WALL FLASHING IS TO BE SET ON TOP OF WALL BEFORE FINAL INSTALLATION OF WALL CAP. 3/8" TYPE N MORTAR JOINTS TO BE STRUCK AND CLEANED. 05 METALS

05090.B1 1/2" A325 BOLT 05090.D1 3/8" ANCHOR BOLT 05090.E4 3/4" HOOKED ANCHOR BOLT ANCHOR BOLTS TO BE TIED TO REBAR BEFORE CONCRETE POUR. THREADS TO BEPROTECTED FROM CONCRETE UNTIL SET BY WRAPPING WITH TAPE. 05090.I1 1/2" STEEL PLATE 05120.A17 L8X6X0.4375 05120.A36 L6X4X0.75 05120.A130 L2X2X0.1875 05120.B16 C8X11.5 05120.B29 C3X4.1 05120.K9 P3.5 05120.L65 TS3X3X0.1875 05120.M5 W6X2 05120.M45 W12X26 05120.N166 WT6X7 05310.B19 3.0 NC 18 METAL DECK 05400.D4 3.5" X 1.5" LIGHT GAUGE ZEE ZEE PURLINS TO BE ATTACHED ON TOP OF LOWER INSIDE FLANGE ALONG RAMP STRUCTURE. 3/4" PLYWOOD DECKING TO BE APPLIED IN 5'X4' SHEETS ALONG ENTIRE LENGTH OF RAMP TO PURLINS WITH 5/8" WOOD SCREWS 24" O.C. SUB-FLOORING LAID ON PLYWOOD DECKING BEFORE BAMBOO FLOORING IS APPLIED. 05400.E5 6-3/16" RUNNER CHANNEL STANDARD 14GA STEEL TOP AND BOTTOM CHANNEL FOR USE IN LIGHT GAUGE METAL STUD WALLS INSTALLED AS PER MANUFACTURERS INSTRUCTIONS. 05410.A7 5-1/2" METAL STUD STANDARD 14GA STRUCTURAL STEEL C-STUD IN TOP AND BOTTOM TRACKS 16" O.C. ASSEMBLED AS PER MANUFACTURERS INSTRUCTIONS. 05500-01 METAL FABRICATION: RAILING ALL RAILINGS TO BE MANUFACTURED AS PER SHOP DRAWINGS AND ASSEMBLED AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. 05500-02 METAL FABRICATION: STAIRS ALL STAIRS TO BE MANUFACTURED AS PER SHOP DRAWINGS AND ASSEMBLED ON SITE AS PER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. 05500-03 METAL FABRICATION: SCREEN BENT PRE-FABRICATED STEEL STRUCTURAL FRAMES. TO BE CONSTRUCTED OUT OF 1 1/2" ANGLE 0.25" THICKNESS. END MILLED TO RECIEVE MOUNTING BRACKET PLACED IN CONCRETE POUR WITH ACCEPTABLE LEVEL OF TOLERANCE FOR ON SITE ADJUSTMENTS. ANY MAJOR ADJUSTMENTS TO MEMBERS IN THE FIELD REQUIRES ARCHITECTURAL APPROVAL AND QUALIFYING PARTY TO EXECUTE. JOINT TO BE PRE-FABRICATED IN ONE PIECE, ALL FRAMES COME AS INDIVIDUAL UNITS. ASSEMBLY ON SITE CONSISTS OF CONNECTION TO SLAB BRACKET, BEAM BRACKET, AND WALL BRACKET. AISC TYPE II CONNECTIONS UNLESS SPECIFICALLY NOTED.

06110.A5 EXISTING WOOD TRUSS EXISTING TRUSSES TO REMAIN. SEE D1.01-D2.01 FOR STABILIZATION AND SELECTIVE DEMOLITION DETAILING. CONNECTIONS AT MASONRY WALLS TO BE ON PRESSURE TREATED BLOCKING. TRUSS TIE STRAPS ATTACH TO BOTH TOP AND BOTTOM CHORDS WITH 3/8" DIAMETER LAG SCREWS. CONNECTIONS AT CUT POINTS ARE TO RAMP STRUCTURE WIDEFLANGE SECTIONS VIA WELDED STEEL TABS AND 3/8" LAG SCREWS. STEEL STABILIZATION BARS ARE TO BE LOCATED EVERY 8 FEET ALONG THE LENGTH OF TRUSS AND ALTERNATE BETWEEN TRUSSES, PROFILE IS TO BE COVERED BY INTERIOR FINISH. ANY NECESSARY REPAIRS TO EXISTING TRUSSES TO BE DONE IN AN AESTHETICALLY CONSISTENT MANNER WITH EXISTING CONSTRUCTION.

08500 METAL WINDOWS PRE-FABRICATED UNITS TO BE INSTALLED UPON REMOVAL OF OLD WINDOW UNITS BY RETROFITTING A 1X2 WOOD FRAME INTO FENESTRATION AND MOUNTING NEW WINDOW IN THIS FRAME, FOLLOWING STANDARD WINDOW INSTALLATION PROCEDURES. MASTIC WEATHERSTRIPING TO BE USED PRIOR TO WINDOW INSTALLATION. MOUNT WINDOW TO WOODEN FRAME ACCORDING TO MANUFACTURERS INSTRUCTIONS, FOLLOWED BY WINDOW FLASHING AND TRIM AS APPROPRIATE. 08700 MASONRY DOOR JAM ATTACHMENT TO BE LAID INTO NEW MASONRY CONSTRUCTION, EXISTING WALLS TO BE PREDRILLED AND FRAME MOUNTED VIA MASONRY SCREW THROUGH MASTIC STRIP. ALL JOINTS TO BE SEALED WITH TRANSPARENT WEATHERPROOFING CAULK.

06110.A1 BLOCKING TAPERED BLOCKING TO BE PROVIDED AT ALL ROOF TO PARAPIT CONNECTIONS IN ORDER TO REDUCE THE CORNER PRESSURE ON ROOFING MEMBRANE. ANGLED BLOCKING TO BE CUT AT 45 DEGREES AND NAILED EVERY 16" O.C. WITH 8 PENNY GALVANIZED NAILS.

08720.A9 DESSICANT SEAL AND GLAZING SPACER PRESENT IN MANUFACTURED WINDOW UNITS, MAY REQUIRE PRESSURE ADJUSTMENT TUBE PINCH-OFF AFTER PERIOD OF TIME SPECIFIED BY WINDOW MANUFACTURER. CONSULT MANUFACTURER'S INSTRUCTIONS.

06110.D2 TREATED 2X4 PRESSURE TREATED 2X4 BLOCKING TO BE PLACED BETWEEN ALL WOOD-MASONRY CONNECTIONS AT TRUSS ENDS

09: FINISHES

06110.F1 2X6 2X6 DOUGLAS FIR PRESSURE TREATED LEDGER TO BE ATTACHED TO MASONRY WALL WITH LAG SCREWS IN PRE-DRILLED HOLES AT 24" INTERVALS AND 6" FROM MATERIAL ENDS. 06160.D11 3/4" PLYWOOD C-C PLUGGED PLYWOOD BACKING FOR CEILING TO BE LAID PERPENDICULAR TO RUN OF TRUSSES. NAIL AT INTERVALS OF EVERY 6" ALONG PERIMITER AND 10" IN FIELD WITH 8 PENNY BRIGHT NAIL. EXPANSION GAP BETWEEN SHEETS TO BE 1/8" ON ALL SIDES. 06160.D12 3/4" EXTERIOR GRADE PLYWOOD A-FACED PLYWOOD TO EXTERIOR, TO BE LAID PERPENDICULAR TO INSULATION LAYER DIRECTLY BELOW. ATTACHED TO CEILING BACKING THROUGH RIGID INSULATION PANELS AT 1' INTERVALS ALONG PERIMITER AND 2' IN FIELD USING STEVENS PANEL CONNECTIONS OR EQUIVALENT. EXPANSION GAP BETWEEN SHEETS TO BE 1/8" ON ALL SIDES. 07: THERMAL AND MOISTURE PROTECTION

07210.A4 R-19 BATT INSULATION INSTALLED AS PER MANUFACTURERS INSTRUCTIONS IN CONSISTENT FASHION FOR ALL TYPE-5 INTERIOR STUD WALLS. 07210.A8 R-30 BATT INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS IN A CONSISTANT FASHION ON ALL TYPE 3 EXTERIOR STUD WALLS. 07220.A2 TAPERED RIGID INSULATION 4'X8'X3" EXTRUDED FOAM POLYSTYRENE RIGID INSULATION PANELS TO BE ATTACHED TO DECKING BELOW USING STEVENS#12 POLYPROPALENE FASTENER OR EQUIVALENT EVERY 2 FEET IN EACH DIRECTION THROUGH BOTH LAYERS OF PANELS SIMULTANEOUSLY. 07310.D1 METAL FLASHING METAL CORNER FLASHING CLIPS INTO THROUGH-WALL FLASHING AND FASTENS TO BLOCK FACE ON ROOF SIDE OF PARAPIT WALL EVERY 24" WITH CUT NAIL AND SEAL. FLASHING LOWER EDGE IS TO CONCEAL THE UPPER EDGE OF MEMBRANE ROOFING WHERE IT ATTACHES TO PARAPIT WALL. 07500 MEMBRANE ROOFING STEVENS 'EP' 45 MIL THICK ROOFING MEMBRANE OR EQUIVALENT COMPLIANT WITH ASTM D-687803 SPECIFICATIONS FOR TPO ROOFING. MEMBRANE SHALL BE FULLY ADHERED OVER A - FACED 3/4" PLYWOOD MECHANICALLY ATTACHED TO ROOF ASSEMBLY. 07645.D2 THROUGH-WALL FLASHING TO BE INSTALLED OVER TOP OF PARAPIT WALL PRIOR TO APPLICATION OF CONCRETE WALL CAP BLOCKS. PENETRATIONS SHALL BE PROVIDED FOR CAP BLOCK STEEL DOWEL REGISTER PINS, AND AJOINING PIECES ARE TO OVERLAP 6" AND BE SEALED WITH MASTIC TAPE TO PREVENT MOISTURE PENETRATION TO INTERIOR OF WALL. FLASHING IS TO BE CONCEILED FROM VIEW ON OUTSIDE FACE, SO AS NOT TO ALTER THE ORIGINAL WALL APPEARANCE.

09205.A8 EXPANDED METAL LATH NAILED WITH 3/4" ROOFING NAILS EVERY 8" ON ROWS 6" APART OVER APPROVED MOISTURE BARRIER. 09210.A1 3/4" GYPSUM PLASTER APPLIED OVER METAL LATH WITH CONSITANT SMOOTH FINISH BETWEEN TRUSSES. EDGES OF TRUSSES TO BE MASKED OR OTHERWISE PROTECTED FROM STAINING OR COATING. FINISH COATING TO BE SPECIFIED BY ARCHITECT AND/OR OWNER ON SITE. 09250.D1 5/8" GYPSUM WALLBOARD UTILIZED THROUGHOUT THE PROJECT ON INTERIOR AND PARTITION WALLS 09640 WOOD FLOORING ENGINEERED FLOATING BAMBOO CLICK-ASSEMBLY FLOORING. PRE-FINISHED 7-1/2" X 6'-3" SECTIONS TO BE INSTALLED UNDER TOP FLANGE OF W-SECTION WITH AT LEAST 1" SPACE ON EITHER SIDE PARALLEL WITH DIRECTION OF RAMP. RADIUSED TURNS ARE INSTALLED AS PREFABRICATED SECTIONS OF FLOORING. ALL FLOORING SHALL BE OVER FOAM FLOORING MAT OVER 3/4" PLYWOOD SUB-FLOORING SCREWED TO RAMP CROSS BRACING AT 8" INTERVALS. 10: SPECIALTIES

10600 PARTITIONS CUSTOM HANGING ROLL-UP SPATIAL PARTITIONS FOR EXPANDED GALLERY EXHIBITIONS. HANG ON ALUMINUM PROFILE CLIPS SCREWED TO BOTTOM CHORD OF EACH TRUSS. WHEN NOT ATTACHED THESE ARE STORED IN MANUFACTURED CASEWORK CABINET IN NORTHWEST CORNER OF VIEWING ROOM. CONSTRUCTION CONSISTS OF 50# CANVAS OVER ALUMINUM END TUBE ON BOTH SIDES. TO BE CONSTRUCTED BY QUALIFIED SUB-CONTRACTOR. 11: EQUIPMENT

11060 THEATRE EQUIPMENT SONY MODEL SRX-R220 DIGITAL THEATRE PROJECTOR OR EQUIVALENT. RANGE MUST COVER UP TO 10 DEGREE DOWN ANGLE AND DISPLAY 2 AND 4K CONTENT. MUST BE COMPLIANT WITH DIGITAL CINEMA INITIATIVE SPECIFICATIONS. NOT IN CONTRACT. 11130 AUDIO VISUAL EQUIPMENT 'INFOCUS' MODEL 7205 OUTDOOR WIDE-ANGLE PROJECTOR OR EQUIVALENT. MOUNTED ON BOLTON PIVOTABLE PEDESTAL [INCLUDED] AT 10'-0" A.F.F. ALONG ENTRY SEQUENCE EVERY 12 LINEAR FEET. TO BE INSTALLED BY QUALIFIED AUDIO VISUAL SUB-CONTRACTOR. VIDEO AND POWER CABLES TO BE ROUTED THROUGH MASONRY WALL AND ABOVE DROPPED CEILING TO ADMINISTRATION OFFICE. NOT IN CONTRACT. 12: FURNISHINGS

12300 MANUFACTURED CASEWORK 12500 FURNITURE

08: DOORS AND WINDOWS

15: MECHANICAL

08110.A1 GLAZING ALL GLAZING AND GLAZING ASSEMBLIES ARE TO BE NFRC RATED FOR A MINIMUM MINIMUM U-FACTOR: 0.34 MAX. SOLAR HEAT GAIN COEFFICIENT: 0.25 MINIMUM VISIBLE TRANSMITTENCE 0.41 MAXIMUM AIR LEAKAGE: 0.2

15410 PLUMBING FIXTURES 15410.A1 DRINKING FOUNTAINS 15700 HVAC 15800 AIR DISTRIBUTION 15820 DUCT ACCESSORIES

08110.B1 STEEL HOLLOW CORE DOOR INSTALLED PER MANUFACTURER'S INSTRUCTIONS 08110.D1 TEMPERED GLAZING GLAZING SAME AS 08110.A1 WITH TEMPERED CLASSIFICATION 08110.E4 6-3/4" HM DOOR FRAME HEAD 08110.F4 6-3/4" HM DOOR FRAME MULLION REMOVABLE TYPE FOR LOADING/EXHIBITION. MUST BE KEY LOCK REMOVAL, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 08520.A5 ALUMINUM FIXED WINDOW END JAM 08520.A6 ALUMINUM FIXED WINDOW CENTER JAM 08520.B3 ALUMINUM SLIDING WINDOW END JAM 08160.A3 ALUMINUM SLIDING DOOR OPERABLE END JAM 08160.A4 ALUMINUM SLIDING DOOR CENTER JAM 08160.A5 ALUMINUM SLIDING DOOR FIXED END JAM 08160.A1 ALUMINUM SLIDING DOOR HEAD 08160.A2 ALUMINUM SLIDING DOOR SILL TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, USING 2 BEADS OF WEATHERSTRIPING MASTIC DIRECTLY ON CONCRETE OR MASONRY SURFACES AND ADHERED MECHANICALLY USING MASONRY SCREWS IN PRE-DRILLED HOLES. ALL JOINTS TO BE SEALED WITH TRANSPARENT WEATHERPROOFING CAULK.

Scale

02315.B1 CRUSHED STONE GRAVEL A 4" LAYER OF TYPE II AB BACKFILL SHALL BE LAID OUT EVENLY OVER COMPACTED, NONORGANIC EARTH BELOW ALL SLABS. PARTICULATE DIAMETER IS NOT TO BE LESS THAN 3/4".

08410.A9 ALUMINUM STOREFRONT MULLION ALL STOREFRONT MULLIONS TO ATTACH TO STEEL LINTEL IN EXISTING MASONRY WALL AND CONCRETE SLAB VIA MECHANICAL ATTACHMENT ON SITE. ALL JOINTS TO BE SEALED WITH TRANSPARENT WEATHERPROOFING CAULK. ZERO SILL DETAIL AT SLAB TO BE SEALED WITH TRANSPARENT WEATHERPROOFING CAULK.

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

06: WOOD

02: SITE WORK

ARCHITECTS

CSI MATERIAL SPECIFICATIONS:

Center for Optical Realities 1414 N First Ave. Tucson, AZ

Moisture Barrier Gravel Crushed Stone Sand Sub-Base Perforated PVC Pipe 7 5/16" Trench Drain #5 Rebar Cast-in-Place Concrete 3" Cast-in-Place Concrete Slab w/ Metal Decking 4" Cast-in-Place Concrete Slab Precast Concrete Basic Masonry Materials and Methods Type N Mortar 8" Truss Tie Cast Stone Cap Standard Brick - 3/8" Joint 1/2" A325 Bolt 3/8" Anchor Bolt 3/4" Hooked Anchor Bolt 1/2" Steel Plate L8x6x0.4375 L6x4x0.75 L2x2x0.1875 C8x11.5 C3x4.1 HP8x36 P3.5 TS3x3x0.1875 W6x12 W12x26 WT6x7 3.0 NC 18 Metal Deck 3.5" x 1.5" Light Gauge Zee 6-3/16" Runner Channel 5-1/2" Metal Stud

GENERAL DATA

02070.A2 02315.B1 02315.B3 02315.C1 02620.A3 6" 02620.B2 03210.A3 03300 03310.I3 03310.J5 03400 04050 04060.A4 04080.A3 04200.B1 04210.A1 05090.B1 05090.D1 05090.E4 05090.I1 05120.A17 05120.A36 05120.A130 05120.B16 05120.B29 05120.E15 05120.K9 05120.L65 05120.M5 05120.M45 05120.N166 05310.B19 05400.D4 05400.E5 05410.A7 05500-01 05500-02 05500-03 06090.B1 06110.A1 06110.A2 06110.A5 06110.D2 06110.F1 06110.G6 06160.D2 06160.D11 06160.D12 07210.A4 07220.A2 07310.D1 07510 07645.D2 07720 07915 08110.B1 08110.F4 08520.A6 08810.A1 08810.B1 08810.D1 08810.D2 09205.A8 09250.D1 09640 09640.A2 10100 10800.A1 10800.C1 12300 12500 13000 15410 15410.A1 15700 15800 15820

NAAS

CSI KEYNOTE LEGEND:

G1.01 100% SUBMISSION 12.08.06

903 AUTOMATIC SPRINKLER SYSTEMS

1003.4 AS STIPULATED IN CHAPTER 10 SECTION 1003.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ANY WALKING SURFACE IN THE MEANS FOR EGRESS SHALL HAVE A SECURE, NON-SLIP SURFACE.

AS STIPULATED IN CHAPTER 5 TABLE 503 THE MAXIMUM BUILDING HEIGHT AND AREA FOR TYPE IIIa GROUP A1 IS SPECIFIED AS THREE STORIES AND 14,000 SF MAXIMUMS.

903.1.1 AS STIPULATED IN CHAPTER 9 SECTION 903.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALTERNATIVE FIRE PROTECTION SYSTEMS MAY BE UTILIZED IN LIEU OF A SPRINKLER SYSTEM IF COMPLYING WITH SECTION 904.

1003.5 AS STIPULATED IN CHAPTER 10 SECTION 1003.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ELEVATION CHANGES UP TO 12 INCHES IN THE MEANS OF EGRESS SHALL HAVE RAMPS THAT DO NOT EXCEED A SLOPE OF 1 TO 20 WITHOUT HANDRAILS.

903.2.1.1 GROUP A-1 AS STIPULATED IN CHAPTER 9 SECTION 903.2.1.1 GROUP A-1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AN AUTOMATIC SPRINKLER SYSTEM IS NECESSARY WHERE THE FOLLOWING OCCURS: FIRE AREA IS LARGER THAN 12,000 SQ FT, OR FIRE AREA HAS A MINIMUM OCCUPANCY OF 300, OR FIRE AREA IS ON A DIFFERENT LEVEL THAN EGRESS, OR FIRE AREA HOLDS A MULTI-THEATER COMPLEX.

1003.6 AS STIPULATED IN CHAPTER 10 SECTION 1003.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY ANY BUILDING ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT. 2407. 1004 OCCUPANT LOAD

(15.85') = 23.775'

AS STIPULATED IN CHAPTER 6 SECTION 602.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE TYPE IIIA CONSTRUCTION IN WHICH THE EXTERIOR WALLS ARE OF NON-COMBUSTIBLE MATERIAL AND THE INTERIOR ARE OF ANY MATERIAL PERMITTED BY THIS CODE. PROPOSED EXTERIOR WALL COMPOSITIONS:

3.2.7 AS STIPULATED IN TUCSON LAND USE CODE SECTION 3.2.7, THE ALLOWABLE BUILDING HEIGHT IS 30' - 0".

NORTH: 90% MASONRY 10% FENESTRATION WEST: 10% MASONRY 70% FENESTRATION 20% CONCRETE SOUTH: 100% MASONRY ----EAST: 55% MASONRY 25% FENESTRATION 20% CONCRETE

3.2.11 THE F.A.R. IS DEFINED AS .35 PER SF OF SITE. THEREFORE THE F.A. IS .35 X 5739' (TOTAL SF OF COR)= 2847 SF AREA,

THE EXISTING BUILDING, WHICH IS LAWFUL, EXCEEDS THE ALLOWABLE BUILDABLE A VARIANCE WAS ISSUED TO RECTIFY THIS SITUATION SEE DD0-2007-100A

3.2.14.2 MINIMUM LOT SIZE EXCEPTIONS PARCELS THAT ARE RESTRICTED BY PLAT 6.3.4.5 AS STIPULATED IN TUCSON LAND USE CODE SECTION 6.3.4.5 THE TYPE OF ACTIVITY IS C1 CULTURAL USE WHICH IS DEFINED AS THE COLLECTION AND DISPLAY OF OBJECTS HAVING LITERARY, ARTISTIC, HISTORIC, NATURAL HISTORIC, AND/OR SCIENTIFIC VALUE FOR PUBLIC APPRECIATION, A TYPICAL USE INCLUDES ART MUSEUMS. 6.2.16 AS STIPULATED IN TUCSON LAND USE CODE DEFINES A PERIMETER YARD AS SETBACK AREA TO SEPARATE BUILDINGS FROM ADJACENT PROPERTY OR STREETS. 2006 INTERNATIONAL BUILDING CODE

CHAPTER 1 ADMINISTRATION 101 GENERAL AS STIPULATED IN THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE THE LATEST ADOPTED EDITION OF CODE IN THE AUTHORITY HAVING JURISTICTION SHALL APPLY TO ANY CONSTRUCTION, ALTERATION, MOVEMENT, ENLARGEMENT, REPLACEMENT, REPAIR EQUIPMENT, USE AND OCCUPANCY, LOCATION, MAINTENANCE, REMOVAL AND DEMOLITION OF EVERY BUILDING OR STRUCTURE OR ANY APPURTENANCES CONNECTED OR ATTACHED TO SUCH BUILDINGS OR STRUCTURES. 106 CONSTRUCTION DOCUMENTS AS STIPULATED IN SECTION 106.1 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE CONSTRUCTION DOCUMENTS, STATEMENTS OF SPECIAL INSPECTIONS AND OTHER DATA SHALL BE SUBMITTED IN ONE OR MORE SETS WITH EACH PERMIT APPLICATON. CHAPTER 2 DEFINITIONS

PROPOSED INTERIOR WALLS [NON-BEARING] ALL: 100% LIGHT FRAME STEEL CONSTRUCTION

406 MOTOR VEHICLE RELATED OCCUPANCIES AS STIPULATED IN CHAPTER 4 SECTION 406.2.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE VEHICLE RAMPS SHALL NOT EXCEED A 6.67 PERCENT SLOPE. 406.2.6 AS STIPULATED IN CHAPTER 4 SECTION 406.2.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PARKING SURFACES CAN BE MADE OF ASPHALT ON GROUND LEVEL ONLY AND SHALL BE SLOPED FOR WATERSHED. 409 MOTION PICTURE PROJECTION ROOMS 409.1.1 PROJECTION ROOM AS STIPULATED IN CHAPTER 4 SECTION 409.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL ELECTRICAL AND SUPPORT EQUIPMENT REQUIRED FOR THE PROJECTION ROOM MUST BE LOCATED IN THE PROJECTION ROOM OR IN AN ADJACENT ROOM OF SIMILAR CONSTRUCTION. 409.2 AS STIPULATED IN CHAPTER 4 SECTION 409.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE PROJECTION ROOM SHOULD BE OF THE SAME CONSTRUCTION AS THE REST OF THE BUILDING. IT SHALL PROVIDE AT LEAST 80 SQUARE FEET FOR A SINGLE MACHINE, WITH AT LEAST 30 INCHES BY 30 INCHES ON EACH SIDE FOR WORKING SPACE. 409.3 AS STIPULATED IN CHAPTER 4 SECTION 409.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE PROJECTION ROOM SHALL BE VENTILATED ACCORDING TO THE INTERNATIONAL MECHANICAL CODE. THE SUPPLY AIR MUST PROVIDE WELL-DISTRIBUTED AIR THROUGH THE ROOM. THE EXHAUST CAN BE COUPLED WITH THE EXHAUST FOR THE PROJECTION EQUIPMENT. 409.5 AS STIPULATED IN CHAPTER 4 SECTION 409.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE PROJECTION ROOM SHALL BE PROVIDED WITH SPACE FOR FILM STORAGE AND REWIND FACILITIES.

903.2.1.3 GROUP A-3 AS STIPULATED IN CHAPTER 9 SECTION 903.2.1.3 GROUP A-3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED IF THE FOLLOWING CONDITIONS ARE PRESENT: FIRE AREA EXCEEDS 12,000 SQ FT OR OCCUPANCY IS A MINIMUM OF 300 OR FIRE AREA IS ON A DIFFERENT LEVEL THAN EGRESS.

1004.1.1 AS STIPULATED IN CHAPER 10 SECTION 1004.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AREAS WITHOUT FIXED SEATING SHALL BE SHALL BE COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT OF AREA AS PRESCRIBED IN TABLE 1004.1.1. GALLERY = ASSEMBLY AREA [STANDING SPACE] =5 SF PER OCCUPANT [NASF] A-3 AREA 4798 [NASF] 4798 5 = 959.6 OCCUPANTS

SPRINKLER SYSTEM REQUIRED AS PER 2006 INTERNATIONAL BUILDING CODE

PROJECTION ROOM = STAGES/PLATFORM = 15 SF PER OCCUPANT [OF GASF]

CHAPTER 7 FIRE RESISTANCE-RATED CONSTRUCTION

904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHER SYSTEMS

PROJECTION ROOM AREA = 80 [GASF]

704 EXTERIOR WALLS

904.3.1 AS STIPULATED IN CHAPTER 9 SECTION 904.3.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ELECTRICAL WIRING SHALL BE INSTALLED IN COMPLIANCE WITH THE ICC ELECTRICAL CODE.

80 15 = 5.33 OCCUPANTS

704.11 AS STIPULATED IN CHAPTER 7 SECTION 704.11 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PARAPET WALLS SHALL BE CONSTRUCTED TO HAVE THE SAME FIRE-RESISTANCE FOR THE SUPPORTING WALL. THE PARAPET ON THE ROOF SIDE MUST HAVE 18 INCHES OF NON-COMBUSTIBLE MATERIAL. 704.2 AS STIPULATED IN SECTION 704.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PROJECTIONS ARE DEFINED AS EXTENDING BEYOND THE FLOOR AREA AND SHALL CONFORM TO 704.2.2. 704.2.2 AS STIPULATED IN SECTION 704.2.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, PROJECTIONS FOR TYPE III CONSTRUCTION SHALL BE CONSTRUCTED OF ANY APPROVED MATERIAL AND HAVE NO FIRE RESISTANCE RATING 704.5 AS STIPULATED IN SECTION 704.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED ACCORDING TO TABLE 601 AND 602. BUILDING ELEMENT STRUCTURAL FRAME BEARING WALLS [EXT] BEARING WALLS [INT] PARTITION WALLS [INT] ROOF STRUCTURE

LIFE SAFEY CODE REPORT: MIXED USE

CHAPTER 4 SPECIAL DETAILED REQUIREMENTS - BASED UPON USE AND OCCUPANCY

SPRINKLER SYSTEM REQUIRED AS PER 2006 INTERNATIONAL BUILDING CODE

1004.1 AS STIPULATED IN CHAPTER 10 SECTION 1004.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE OCCUPANT LOAD SHALL BE DETERMINED BY INCLUDING THE NUMBER OF OCCUPANTS WHO USE THE MEANS OF EGRESS IN A PRIMARY SPACE AS THEY EGRESS FROM A SECONDARY SPACE. OCCUPANT LOAD FOR EACH SPACE SHALL BE DETERMINED FROM TABLE 1004.1.1.

904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS A-3 AREA (GALLERY AND GROUND LEVEL) 4941 [GASF] OCCUPANCY [SEE 1004] 449 PERSONS

CHAPTER 3 USE AND OCCUPANCY

303.1 ASSEMBLY GROUP A DEFINED.AS STIPULATED IN CHAPTER 3 SECTION 303.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ASSEMBLY GROUP A INCLUDES THE USE OF A BUILDING OR STRUCTURE FOR THE GATHERING OF PERSONS FOR CIVIC, SOCIAL, OR RELIGIOUS PURPOSES SUCH AS ART GALLERIES AND THE VIEWING OF THE PERFORMING ARTS

AREA (THEATRE AND 2ND LEVEL) 1465 [GASF] OCCUPANCY [SEE 1004] 53 PERSONS

AS STIPULATED IN TABLE 601 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE SUBCLASSIFICATION 'a' IS UTILIZED WHEN THE STRUCTURAL FRAME SHALL BE CONSIDERED TO BE THE COLUMNS AND THE GIRDERS, BEAMS, TRUSSES AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. THE MEMBERS OF FLOOR OR ROOF PANELS WHICH HAVE NO CONNECTION TO THE COLUMNS SHALL BE CONSIDERED SECONDARY MEMBERS AND NOT A PART OF THE STRUCTURAL FRAME.

SEE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE FOR ALL DEFINITIONS.

BUIDLING SUMMARY OCCUPANCY ASSEMBLY GROUP A1 THEATER OCCUPANCY ASSEMBLY GROUP A3 GALLERY

A-1

FIRE RATING [HRS] 0 2* 0 0 0

*EXTERIOR BEARING WALL FIRE-RATING FOUND IN TABLE 720.1(2) 714 FIRE RESISTANCE RATING OF STRUCTURAL MEMBERS 714.2 AS STIPULATED IN CHAPTER 7 SECTION 714.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FIRE-PROTECTION OF ALL STRUCTURAL MEMBERS ARE REQUIRED TO HAVE A FIRE-RESISTANCE RATING IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION CLASSIFICATION USED TYPE IIIb

0 [HRS]

720 PRESCRIPTIVE FIRE MAINTAINANCE 720.1(2) AS STIPULATED IN CHAPTER 7 TABLE 720.1(2) OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FIRE-PROTECTION CLASSIFICATION FOR EXTERIOR BEARING WALLS OF MASONRY CONSTRUCTION ARE AS FOLLOWS: SOLID BRICK WALL ITEM NUMBER [1-1.1] 2 HOUR FIRE RATING FOR 3.8 IN EXISTING BRICK WALL > 8 IN 8 IN > 3.8 IN THEREFORE EXISTING MASONRY WALLS QUALIFY. CHAPTER 8 INTERIOR FINISHES 801GENERAL 801.1.1 AS STIPULATED IN CHAPTER 8 SECTION 801.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE INTERIOR FINISHES MUST LIMIT THE ALLOWABLE FLAME SPREAD AND SMOKE DEVELOPMENT BASED ON THE LOCATION AND OCCUPANCY CLASSIFICATION, EXCEPT FOR MATERIALS HAVING A THICKNESS LESS THAN 0.036 INCH (0.9 MM) THAT ARE APPLIED DIRECTLY TO THE SURFACE OF WALLS OR CEILINGS, AND EXPOSED PORTIONS OF STRUCTURAL MEMBERS COMPLYING WITH THE REQUIREMENTS FOR BUILDINGS OF TYPE IV 801.2 AS STIPULATED IN CHAPTER 8 SECTION 801.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE APPLICATION OF COMBUSTIBLE MATERIALS IS ALLOWED AS FINISH FOR WALLS, CEILINGS, FLOORS AND OTHER INTERIOR SURFACES OF BUILDINGS. 801.2.1 AS STIPULATED IN CHAPTER 8 SECTION 801.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE WINDOWS IN THE EXTERIOR WALLS OF THE FIRST STORY ABOVE GRADE CAN BE CONSTRUCTED OF WOOD OR OF UNPROTECTED METAL FRAMING. 804 INTERIOR FLOOR FINISH 804.4 AS STIPULATED IN CHAPTER 8 SECTION 801.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS IN EXIT ENCLOSURES, THE EXIT PASSAGEWAYS, THE CORRIDORS AND THE ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS WITH FULL-HEIGHT PARTITIONS EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING SHALL WITHSTAND A MINIMUM CRITICAL RADIANT FLUX AS SPECIFIED IN SECTION 804.4.1.

904.3.3 AS STIPULATED IN CHAPTER 9 SECTION 904.3.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL SYSTEMS MUST ACT IN ACCORDANCE WITH THE OTHERS TO FUNCTION PROPERLY AND IN COMPLIANCE WITH LIFE-SAFETY 904.3.4 AS STIPULATED IN CHAPTER 9 SECTION 904.3.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE WHERE ALARMS ARE REQUIRED COMPLIANCE WILL FOLLOW SECTION 907.9.2 904.3.5 AS STIPULATED IN CHAPTER 9 SECTION 904.3.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE A LOCATION TO MONITOR THE AUTOMATIC FIRE EXTINGUISHING SYSTEM SHALL BE PROVIDED AND MONITORED BY THE OVERALL FIRE ALARM SYSTEM AS IS STIPULATED BY NFPA 72. 904.4 AS STIPULATED IN CHAPTER 9 SECTION 904.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL TESTING OF THE ALARM AND EXTINGUISHING SYSTEM SHALL BE COMPLETE IN COMPLIANCE WITH SECTIONS 904 AND 907 905 STANDPIPE SYSTEMS

959 PERSON OCCUPANT LOAD FOR 1ST FLOOR

5 PERSON OCCUPANT LOAD FOR PROJECTION ROOM 1004.3 AS STIPULATED IN CHAPTER 10 SECTION 1004.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL ASSEMBLY SPACES SHALL HAVE THE OCCUPANT LOAD CLEARLY POSTED. 1004.5 AS STIPULATED IN CHAPTER 10 SECTION 1004.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE WHERE MEANS OF EGRESS FROM DIFFERENT FLOORS CONVERGE, THE CAPACITY OF THE MEANS OF EGRESS SHALL ACCOMMODATE THE SUM OF BOTH FLOORS. 1004.7 AS STIPULATED IN CHAPTER 10 SECTION 1004.7 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ASSEMBLY AREAS WITH FIXED SEATING AND AISLES, THE OCCUPANT LOAD SHALL BE DETERMINED BY THE NUMBER OF FIXED SEATS IN ADDITION TO THE NUMBER OF WHEELCHAIR ACCESSIBLE SPACES . A-1 AREA [THEATRE] 48 FIXED SEATING SPACES + 2 WHEELCHAIR ACCESSIBLE SPACES= 50 SPACES

905 STANDPIPE SYSTEMS

+ 277 SF OF POTENTIAL ASSEMBLY AREA [STANDING SPACE]

905.1 AS STIPULATED IN CHAPTER 9 SECTION 905.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE CLASS I STANDPIPE CONNECTIONS SHALL BE PROVIDED IN EVERY STAIRWAY AS WELL AS IN EVERY LOCATION MORE THAN 150 FT FROM A HOSE CONNECTION.

277 5 = 55.4 OCCUPANTS 50+55 = 105 105 PERSON OCCUPANT LOAD FOR THEATRE

906 PORTABLE FIRE EXTINGUISHERS AS STIPULATED IN CHAPTER 9 SECTION 906 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH THE INTERNATIONAL FIRE CODE. 907 FIRE ALARM AND DETECTION SYSTEMS 907.2.1 AS STIPULATED IN CHAPTER 9 SECTION 907.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED IN ANY GROUP A OCCUPANCIES OF 300 OR MORE. 907.2.8.3 AS STIPULATED IN CHAPTER 9 SECTION 907.2.8.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE SMOKE ALARMS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 907.2.10 907.2.11.1 AS STIPULATED IN CHAPTER 9 SECTION 907.2.11.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AN ALARM SHALL SOUND WITH ANY DETECTION FROM THE AUTOMATIC FIRE DETECTION DEVICE OR ANY BRANCH THEREOF. 907.2.11.2 AS STIPULATED IN CHAPTER 9 SECTION 907.2.11.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE IF A FIRE DETECTION DEVICE IS ACTIVATED, LIFE-SAFETY PROCEDURES SHALL FOLLOW. 1. EMERGENCY EGRESS RELATED LIGHTING SHALL BE ACTIVATED 2. AUDIBLE NOISE SHALL BE OVERPOWERED BY THE EMERGENCY AT HAND 3. EMERGENCY ESCAPE ROUTES SHALL PROVIDE OCCUPANTS WITH A CLEAR WAY TO EXIT THE BUILDING

1005 EGRESS WIDTH 1005.1 AS STIPULATED IN CHAPTER 10 SECTION 1005.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE WIDTH OF EGRESS AS DETERMINED BY TABLE 1005.1 FOR A BUILDING EQUIPPED WITH A FIRE-SPRINKLER SYSTEM IS AS FOLLOWS: 0.2" PER OCCUPANT FOR A STAIRWAY 0.15" FOR ALL OTHER EGRESS COMPONENTS.

CHAPTER 10 MEANS OF EGRESS 1003 GENERAL 1003.2 AS STIPULATED IN CHAPTER 10 SECTION 1003.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE MEANS OF EGRESS SHALL HAVE AT LEAST A 7 FOOT 6 INCH CEILING HEIGHT. STAIRWELL HEADROOM IS EXEMPT IN ACCORDANCE WITH SECTION 1009.2 AND IS 80 INCHES. 1003.3 AS STIPULATED IN CHAPTER 10 SECTION 1003.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PROTRUDING OBJECTS ARE NOT SUBJECT TO MINIMUM CEILING HEIGHT PROVIDED MINIMUM HEADROOM OF 80 INCHES OVER ANY WALKING SURFACE. DOOR CLOSERS AND STOPS SHALL HAVE MINIMUM 78 INCH HEADROOM. HORIZONTAL PROJECTIONS SUCH AS HAND RAILS SHALL NOT PROJECT MORE THAN 4 INCHES OVER ANY WALKING SURFACE.

EXIT 1 EXIT 2 EXIT 3 [STAIR] EXIT 4 [STAIR]

480 X .2" = 96" = 8'-0" EXIT 1 DOOR WIDTH 8'-0" [96"] = 8'-0" 532 X .2 = 107" = 8'-1" EXIT 2 DOOR WIDTH 8'-6" [112"] > 8'-1" 55 X .15 = 8.25" EXIT 3 STAIR WIDTH 3'-8" [44"] > 8.25" 55 X .15 = 8.25" EXIT 4 STAIR WIDTH 3'-8" [44"] > 8.25"

1005.2 AS STIPULATED IN CHAPTER 10 SECTION 1005.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ANY DOOR THAT OPENS INTO A PATH OF EGRESS SHALL NOT BLOCK MORE THAN HALF THE WIDTH OF THE EGRESS.

Scale

THE WEST PERIMETER SHALL BE 1 1/2 'H'.

TYPE IIIa

Center for Optical Realities 1414 N First Ave. Tucson, AZ

THEREFORE THE NORTH, SOUTH AND EAST PERIMETER YARD SHALL BE 0'.

CHAPTER 6 TYPES OF CONSTRUCTION

CODE ANALYSIS

YARD WILL PROPOSED

PERIMITER YARD WILL BE 1 1/2(H) WHEN THE ADJACENT ZONE R-1, PERIMITER BE 0 WHEN THE ADJACENT ZONE IS C-1. 'H' IS DEFINED AS THE HEIGHT OF EXTERIOR BUILDING WALL.

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

CHAPTER 9 FIRE PROTECTION SYSTEMS

TYPE III GROUP A1 AND A3

ARCHITECTS

CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS

3.2.6.4 AS STIPULATED IN TUCSON LAND USE CODE 3.2.6.4, THE PERIMETER YARD WIDTH REQUIREMENT BASED ON ADJACENT ZONING CLASSIFICATION OR STREET FRONTAGE DD DEFINES THE FOLLOWING:

NAAS

TUCSON LAND USE CODE

G1.02 100% SUBMISSION 12.08.06

AS STIPULATED IN CHAPTER 10 SECTION 1008 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE DOORS WITHIN PATHS OF EGRESS SHALL HAVE A MINIMUM WIDTH OF 32 INCHES. ANY POWER-OPERATED DOORS MUST BE OPERABLE IN THE EVENT OF A POWER FAILURE. THERE SHALL BE A LANDING ON EACH SIDE OF AN EGRESS DOOR. EXTERIOR LANDINGS MAY HAVE UP TO A 2 PERCENT SLOPE. ALL DOOR HARDWARE INCLUDING HANDLES, PULLS AND LATCHES SHALL BE ACCESSIBLE AS ILLUSTRATED IN CHAPTER 11. 1009 STAIRWAYS 1009.1 AS STIPULATED IN CHAPTER 10 SECTION 1009.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, STAIRWAY WIDTHS SHALL BE DETERMINED ACCORDING TO THE SPECIFICATIONS LISTED IN SECTION 1005.1, BUT WIDTHS SHALL BE GREATER THAN 44 INCHES. 1009.2 AS STIPULATED IN CHAPTER 10 SECTION 1009.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 INCHES, THIS CLEARANCE SHALL BE MAINTAINED THE ENTIRE WIDTH OF THE STAIRWAY AND LANDING.

1010 RAMPS 1010.2 AS STIPULATED IN CHAPTER 10 SECTION 1010.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, RAMPS USED AS A MEANS OF EGRESS SHALL HAVE A SLOPE NO GREATER THAN 8-PERCENT. OTHER PEDESTRIAN RAMPS SHALL HAVE A SLOPE NO GREATER THAN 12.5-PERCENT. 1010.3 AS STIPULATED IN CHAPTER 10 SECTION 1010.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE CROSS SLOPE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP SHALL NOT BE GREATER THAN 2-PERCENT. 1010.7.2 AS STIPULATED IN CHAPTER 10 SECTION 1010.7.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, OUTDOOR RAMPS AND OUTDOOR APPROACHED TO RAMPS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES. 1010.8 AS STIPULATED IN CHAPTER 10 SECTION 1010.8 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE A HANDRAIL ON BOTH SIDES. HANDRAILS SHALL COMPLY WITH SECTION 1012. 1010.9 AS STIPULATED IN CHAPTER 10 SECTION 1010.9 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, EDGE PROTECTION COMPLYING WITH SECTION 1010.9.1 SHALL BE PROVIDED ON EACH SIDE OF RAMP RUN AND LANDING. 1010.9 .1 AS STIPULATED IN CHAPTER 10 SECTION 1010.9.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, A CURB, RAIL, WALL, OR BARRIER SHALL BE PROVIDED WHICH PREVENTS THE PASSAGE OF A 4-INCH-DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4-INCHES OF THE FLOOR SURFACE OR GROUND PLANE. 1012 HANDRAILS 1012.1 AS STIPULATED IN CHAPTER 10 SECTION 1012.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, HANDRAILS FOR STAIRWAYS SHALL BE IN ADEQUATE STRENGTH AND SHALL USE APPROPRIATE ATTACHMENT METHODS IN ACCORDANCE WITH SECTION 1607.7. HANDRAILS FOR STAIRWAYS BY SECTION 1009.10 SHALL COMPLY WITH SECTIONS 1012.2 THROUGH 1012.8. HANDRAILS FOR RAMPS BY SECTION 1010.8 SHALL COMPLY WITH SECTIONS 1012.2 THROUGH 1012.7. -1012.2 AS STIPULATED IN CHAPTER 10 SECTION 1012.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM AND MEASURE BETWEEN 34 INCHES AND 38 INCHES. 1012.3 AS STIPULATED IN CHAPTER 10 SECTION 1012.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE A DIAMETER THAT MEASURES BETWEEN 1.25 INCHES AND 2 INCHES.

1020 VERTICAL EXIT ENCLOSURES 1020.1 AS STIPULATED IN CHAPTER 10 SECTION 1020.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, INTERIOR EXIT STAIRWAYS AND INTERIOR EXIT RAMPS SHALL BE ENCLOSED WITH FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 706, AND/ OR HORIZONTAL ASSEMBLES ACCORDING TO REQUIREMENTS IN SECTION 711. 1023 EXTERIOR RAMPS AND STAIRWAYS 1023.6 AS STIPULATED IN CHAPTER 10 SECTION 1023.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, EXTERIOR RAMPS AND STAIRWAYS SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN SECTION 1020.1. 1024 EXIT DISCHARGE

1025.4 FOYERS AND LOBBIES. IN GROUP A-1 OCCUPANCIES, WHERE PERSONS ARE ADMITTED TO THE BUILDING AT TIMES WHEN SEATS ARE NOT AVAILABLE AND ARE ALLOWED TO WAIT IN A LOBBY OR SIMILAR SPACE, SUCH USE OF LOBBY OR SIMILAR SPACE SHALL NOT ENCROACH UPON THE REQUIRED CLEAR WIDTH OF THE MEANS OF EGRESS. SUCH WAITING AREAS SHALL BE SEPARATED FROM THE REQUIRED MEANS OF EGRESS BY SUBSTANTIAL PERMANENT PARTITIONS OR BY FIXED RIGID RAILINGS NOT LESS THAN 42 INCHES (1067 MM) HIGH. SUCH FOYER, IF NOT DIRECTLY CONNECTED TO A PUBLIC STREET BY ALL THE MAIN ENTRANCES OR EXITS, SHALL HAVE A STRAIGHT AND UNOBSTRUCTED CORRIDOR OR PATH OF TRAVEL TO EVERY SUCH MAIN ENTRANCE OR EXIT. 1025.5 INTERIOR BALCONY AND GALLERY MEANS OF EGRESS. FOR BALCONIES OR GALLERIES HAVING A SEATING CAPACITY OF 50 OR MORE LOCATED IN GROUP A OCCUPANCIES, AT LEAST TWO MEANS OF EGRESS SHALL BE PROVIDED, WITH ONE FROM EACH SIDE OF EVERY BALCONY OR GALLERY AND AT LEAST ONE LEADING DIRECTLY TO AN EXIT. 1025.6 WIDTH OF MEANS OF EGRESS FOR ASSEMBLY. THE CLEAR WIDTH OF AISLES AND OTHER MEANS OF EGRESS SHALL COMPLY WITH SECTION 1025.6.1 WHERE SMOKE-PROTECTED SEATING IS NOT PROVIDED AND WITH SECTION 1025.6.2 OR 1025.6.3 WHERE SMOKEPROTECTED SEATING IS PROVIDED. THE CLEAR WIDTH SHALL BE MEASURED TO WALLS, EDGES OF SEATING AND TREAD EDGES EXCEPT FOR PERMITTED PROJECTIONS. 1025.6.1 WITHOUT SMOKE PROTECTION. THE CLEAR WIDTH OF THE MEANS OF EGRESS SHALL PROVIDE SUFFICIENT CAPACITY IN ACCORDANCE WITH ALL OF THE FOLLOWING, AS APPLICABLE: 1. AT LEAST 0.3 INCH (7.6 MM) OF WIDTH FOR EACH OCCUPANT SERVED SHALL BE PROVIDED ON STAIRS HAVING RISER HEIGHTS 7 INCHES (178 MM) OR LESS AND TREAD DEPTHS 11 INCHES(279 MM) OR GREATER, MEASURED HORIZONTALLY BETWEENTREAD NOSINGS. 2. AT LEAST 0.005 INCH (0.127 MM) OF ADDITIONAL STAIR WIDTH FOR EACH OCCUPANT SHALL BE PROVIDED FOR EACH 0.10 INCH (2.5MM)OF RISER HEIGHT ABOVE 7 INCHES (178 MM). 3. WHERE EGRESS REQUIRES STAIR DESCENT, AT LEAST 0.075 INCH (1.9 MM) OF ADDITIONAL WIDTH FOR EACH OCCUPANT SHALL BE PROVIDED ON THOSE PORTIONS OF STAIR WIDTH HAVING NO HANDRAIL WITHIN A HORIZONTAL DISTANCE OF 30 INCHES (762 MM). 4. RAMPED MEANS OF EGRESS, WHERE SLOPES ARE STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8-PERCENT SLOPE), SHALL HAVE AT LEAST 0.22 INCH (5.6 MM) OF CLEAR WIDTH FOR EACH OCCUPANT SERVED. LEVEL OR RAMPED MEANS OF EGRESS, WHERE SLOPES ARE NOT STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8-PERCENT SLOPE), SHALL HAVE AT LEAST 0.20 INCH (5.1 MM) OF CLEAR WIDTH FOR EACH OCCUPANT SERVED. 1025.7 TRAVEL DISTANCE. EXITS AND AISLES SHALL BE SO LOCATED THAT THE TRAVEL DISTANCE TO AN EXIT DOOR SHALL NOT BE GREATER THAN 200 FEET (60 960 MM) MEASURED ALONG THE LINE OF TRAVEL IN NON-SPRINKLERED BUILDINGS. TRAVEL DISTANCE SHALL NOT BE MORE THAN 250 FEET (76 200 MM) IN SPRINKLERED BUILDINGS. WHERE AISLES ARE PROVIDED FOR SEATING, THE DISTANCE SHALL BE MEASURED. EXCEPTIONS: OPEN-AIR SEATING: THE TRAVEL DISTANCE FROM EACH SEAT TO THE BUILDING EXTERIOR SHALL NOT EXCEED 400 FEET (122 M). 1025.8 COMMON PATH OF TRAVEL. THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 30 FEET (9144 MM) FROM ANY SEAT TO AT POINT WHERE AN OCCUPANT HAS A CHOICE OF TWO PATHS OF EGRESS TRAVEL TO TWO EXITS. EXCEPTIONS: FOR AREAS SERVING LESS THAN 50 OCCUPANTS, THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75 FEET (22860MM). 1025.8.1 PATH THROUGH ADJACENT ROW. WHERE ONE OF THE TWO PATHS OF TRAVEL IS ACROSS THE AISLE THROUGH A ROW OF SEATS TO ANOTHER AISLE, THERE SHALL BE NOT MORE THAN 24 SEATS BETWEEN THE TWO AISLES, AND THE MINIMUM CLEAR WIDTH BETWEEN ROWS FOR THE ROW BETWEEN THE TWO AISLES SHALL BE 12 INCHES (305 MM) PLUS 0.6 INCH (15.2 MM) FOR EACH ADDITIONAL SEAT ABOVE SEVEN IN THE ROW BETWEEN AISLES.

1503.2 AS STIPULATED IN CHAPTER 15 SECTION 1503.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FLASHING SHALL BE INSTALLED AT ALL ROOF AND WALL CONNECTIONS AS WELL AS AT ALL PENETRATIONS IN THE ROOF, AND SHOULD PREVENT MOISTURE FROM ENTERING THE ROOF AND THE WALLS. 1503.3 AS STIPULATED IN CHAPTER 15 SECTION 1503.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PROPER, NONCOMBUSTIBLE, WEATHERPROOF MATERIALS SHALL BE USED IN THE COPING OF THE PARAPET WALL. THIS MATERIAL MUST BE AS WIDE AS OR WIDER THAN THE THICKNESS OF THE PARAPET WALL ITSELF. 1503.4 AS STIPULATED IN CHAPTER 15 SECTION 1503.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ROOF DRAINAGE MUST BE DESIGNED AND INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE. ANY AND ALL GUTTERS SHALL BE MADE OF NONCOMBUSTIBLE MATERIALS OR A MINIMUM OF SCHEDULE 40 PLASTIC PIPE. 1503.5 AS STIPULATED IN CHAPTER 15 SECTION 1503.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE VENTILATION VENTS, BOTH INTAKE AND EXHAUST, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 1203.2. 1504 PERFORMANCE REQUIREMENTS 1504.1 AS STIPULATED IN CHAPTER 15 SECTION 1504.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ROOF DECKS AND COVERINGS SHALL BE DESIGNED FOR PROPER RESISTANCE TO WIND LOADS AS SPECIFIED IN CHAPTER 16, AND SECTIONS 1504.2, 1504.3, AND 1504.4. 1025.11.2 RISERS. WHERE THE GRADIENT OF AISLE STAIRS IS TO BE THE SAME AS THE GRADIENT OF ADJOINING SEATING AREAS, THE RISER HEIGHT SHALL NOT BE LESS THAN 4 INCHES (102 MM) NOR MORE THAN 8 INCHES (203 MM) AND SHALL BE UNIFORM WITHIN EACH FLIGHT.

1203 VENTILATION

1204 TEMPERATURE 1204.1 AS STIPULATED IN CHAPTER 12 SECTION 1204.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE INTERIOR SPACES DESIGNATED FOR HUMAN OCCUPANCY SHALL BE MAINTAINED AT A MINIMUM OF 68째F AT A POINT 3 FEET ABOVE THE FLOOR THROUGH EITHER AN ACTIVE OR A PASSIVE SPACE HEATING SYSTEM. 1205 LIGHTING 1205.3 AS STIPULATED IN CHAPTER 12 SECTION 1205.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ARTIFICIAL LIGHT SHALL PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOTCANDLES AT 30 INCHES ABOVE THE FLOOR LEVEL. 1205.5 AS STIPULATED IN CHAPTER 12 SECTION 1205.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EGRESS SHALL BE ILLUMINATED FOR EMERGENCIES IN ACCORDANCE WITH SECTION 1006.1. 1208 DIMENSIONS 1208.1 AS STIPULATED IN CHAPTER 12 SECTION 1208.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE HABITABLE SPACES SHALL NOT BE LESS THAN 7 FEET IN ANY PLAN DIMENSION. 1208.2 AS STIPULATED IN CHAPTER 12 SECTION 1203.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE HABITABLE SPACES SHALL HAVE CEILINGS OF NOT LESS THAN 7 FEET 6 INCHES. RESTROOMS SHALL HAVE CEILINGS OF NOT LESS THAN 7 FEET. CHAPTER 14 EXTERIOR WALLS 1403 PERFORMANCE REQUIREMENTS 1403.2 AS STIPULATED IN CHAPTER 14 SECTION 1403.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE MASONRY WALLS DESIGNED WITH REGARD TO CHAPTER 21 ARE NOT REQUIRED TO HAVE A WEATHER-RESISTANT EXTERIOR ENVELOPE AS STIPULATED IN CHAPTER 12 SECTION 1203.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE 1403.3 AS STIPULATED IN CHAPTER 14 SECTION 1403.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EXTERIOR WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CHAPTER 16 TO RESIST THE SUPERIMPOSED LOADS UPON THEM.

CHAPTER 11 ACCESSIBILITY

1403.4 AS STIPULATED IN CHAPTER 14 SECTION 1403.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EXTERIOR WALLS SHALL BE FIRE-RESISTANT IN ACCORDANCE WITH THE CHAPTER 7 REQUIREMENTS.

1103 SCOPE

1404 MATERIALS

1103.1 AS STIPULATED IN CHAPTER 11 SECTION 1103.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ELEMENTS, ROOMS, AND SPACES OF THE BUILDING, BOTH PERMANENT AND TEMPORARY, SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL DISABILITIES WHERE REQUIRED.

1404.4 AS STIPULATED IN CHAPTER 14 SECTION 1404.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EXTERIOR WALLS CONSTRUCTED OF MASONRY SHALL CONFORM TO THE SPECIFICATIONS OF CHAPTER 21, INCLUDING MASONRY UNITS, MORTAR, AND METAL ACCESSORIES.

1104 ROUTE 1104.1 AS STIPULATED IN CHAPTER 11 SECTION 1104.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ACCESSIBLE ROUTES SHALL BE PROVIDED FROM ARRIVAL POINTS ON THE SITE TO ACCESSIBLE ENTRANCES. 1104.3 AS STIPULATED IN CHAPTER 11 SECTION 1104.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ACCESSIBLE ROUTES SHALL BE PROVIDED BETWEEN EACH REQUIRED ACCESSIBLE ELEMENT AND SPACE IN THE BUILDING. 1106 PARKING TABLE 1106.1 AS STIPULATED IN CHAPTER 11 TABLE 1106.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE A MINIMUM OF ONE ACCESSIBLE PARKING SPACE IS REQUIRED WHERE THE TOTAL NUMBER OF PARKING SPACES IS LESS THAN 25. 1106.6 AS STIPULATED IN CHAPTER 11 SECTION 1106.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ACCESSIBLE PARKING SPACES SHALL BE LOCATED OF THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE. 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 AS STIPULATED IN CHAPTER 11 TABLE 1108.2.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE A MINIMUM OF TWO WHEELCHAIR SPACES ARE REQUIRED IN ASSEMBLY AREAS WITH A 26 TO 50 PERSON SEATING CAPACITY. 1105.2.6 AS STIPULATED IN CHAPTER 11 SECTION 1105.2.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ASSEMBLY AREAS IN WHICH AUDIBLE COMMUNICATIONS ARE INTEGRAL TO THE USE OF THE SPACE REQUIRE THE INTEGRATION OF AN ASSISTIVE LISTENING SYSTEM. TABLE 1108.2.6.1 AS STIPULATED IN CHAPTER 11 TABLE 1108.2.6.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE A MINIMUM OF TWO RECEIVERS ARE REQUIRED FOR AN ASSISTIVE LISTENING SYSTEM IN ASSEMBLY AREAS WITH A SEATING CAPACITY OF LESS THAN 50 PERSONS. 1109 FEATURES AND FACILITIES 1109.2 AS STIPULATED IN CHAPTER 11 SECTION 1109.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE RESTROOMS MUST BE PROVIDED ON AN ACCESSIBLE FLOOR LEVEL. 1110 SIGNAGE 1110.1 AS STIPULATED IN CHAPTER 11 SECTION 1110.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY FOR THE FOLLOWING: 1. ACCESSIBLE PARKING SPACES 2. ACCESSIBLE PASSENGER LOADING ZONES 3. ACCESSIBLE RESTROOMS 4. ACCESSIBLE ENTRANCES 5. POINTS OF AVAILABLE ASSISTED LISTENING SERVICES

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1503 WEATHER PROTECTION

INTERNATIONAL BUILDING CODE APPROVED ROOF COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS ON ALL ROOF DECKS.

1025 ASSEMBLY

1009.10 AS STIPULATED IN CHAPTER 10 SECTION 1009.10 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, HANDRAILS ON STAIRWAYS SHALL COMPLY WITH SECTION 1012, WHERE GLASS IS USED, THE HANDRAIL SHALL ALSO COMPLY WITH SECTION

CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES

1503.1 AS STIPULATED IN CHAPTER 15 SECTION 1503.1 OF THE 2006 EDITION

1009.3.2 AS STIPULATED IN CHAPTER 10 SECTION 1009.3.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, STAIR TREADS AND RISERS SHALL BE UNIFORMLY SIZED AND SHAPED. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT AND TREAD DEPTH SHALL NOT EXCEED 0.375 INCHES.

1009.5.2 AS STIPULATED IN CHAPTER 10 SECTION 1009.5.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, OUTDOOR STAIRWAYS AND APPROACHES TO STAIRWAYS SHALL BE DESIGNED SO AS TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES.

1025.9.5 ASSEMBLY AISLE TERMINATION. EACH END OF AN AISLE SHALL TERMINATE AT CROSS AISLE, FOYER, DOORWAY, VOMITORY ORCONCOURSE HAVING ACCESS TO AN EXIT.

1013.1 AS STIPULATED IN CHAPTER 10 SECTION 1013.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, PLATFORMS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW. GUARDS SHALL BE OF ADEQUATE STRENGTH AND WITH APPROPRIATE ATTACHMENT IN COMPLIANCE WITH SECTION 1607.7. WHERE GLASS IS USED TO PROVIDE A PORTION OF THE GUARD SYSTEM, IT SHALL COMPLY WITH SECTION 2407.

1024.1 AS STIPULATED IN CHAPTER 10 SECTION 1024.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING AT GRADE, OR SHALL PROVIDE DIRECT ACCESS TO GRADE. EXIT DISCHARGE MAY NOT BE THROUGH ANOTHER BUILDING.

1009.5.1 AS STIPULATED IN CHAPTER 10 SECTION 1009.5.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE WALKING SURFACE OF TREADS AND LANDINGS MAY NOT BE SLOPED STEEPER THAN 2-PERCENT IN ANY DIRECTION. STAIRWAY TREADS AND LANDINGS SHALL BE A SOLID SURFACE AND MUST BE SECURELY ATTACHED.

1203.1 AS STIPULATED IN CHAPTER 12 SECTION 1203.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE BUILDING MUST BE PROVIDED WITH EITHER NATURAL VENTILATION AS IN SECTION 1203.4, OR MECHANICAL VENTILATION AS IN THE INTERNATIONAL MECHANICAL CODE.

1013 GUARDS

1009.3 AS STIPULATED IN CHAPTER 10 SECTION 1009.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, STAIR RISES SHALL HAVE A MAXIMUM HEIGHT OF 7 INCHES, AND A MINIMUM HEIGHT OF 4 INCHES. STAIR TREAD DEPTHS SHALL BE A MINIMUM OF 11 INCHES.

1009.4 AS STIPULATED IN CHAPTER 10 SECTION 1009. 4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THERE SHALL BE A FLOOR LANDING AT THE BEGINNING AND END OF EACH STAIRWAY THAT MUST HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL THAT IS EQUAL TO THE STAIRWAY THEY SERVE, BUT MAY NOT EXCEED 48 INCHES WHERE THE STAIRWAY HAS A STRAIGHT RUN.

1025.9.4 UNIFORM WIDTH. THOSE PORTIONS OF AISLES, WHERE EGRESS IS POSSIBLE IN EITHER OF TWO DIRECTIONS, SHALL BE UNIFORM IN REQUIRED WIDTH.

1405 WALL COVERING INSTALLATION 1405.3 AS STIPULATED IN CHAPTER 14 SECTION 1405.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FLASHING SHALL BE INSTALLED AS TO PREVENT MOISTURE FROM ENTERING AND BEING RETAINED IN THE WALL, AND SHOULD PROVIDE DRAINAGE FOR ANY MOISTURE IN THE WALL. EACH EXTERIOR DOOR AND WINDOW SHALL HAVE FLASHING INSTALLED AT ITS PERIMETER. FLASHING SHALL BE INSTALLED AT ANY INTERSECTION OF A BUILDING ELEMENT ON THE EXTERIOR WALL. 1405.3.2 AS STIPULATED IN CHAPTER 14 SECTION 1405.3.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE MASONRY WALLS SHALL HAVE FLASHING AND WEEP HOLES LOCATED IN THE FIRST COURSE ABOVE FINISHED GROUND LEVEL ABOVE THE SLAB, AND OTHER POINTS INCLUDING STRUCTURAL FLOORS, LINTELS, AND SHELF ANGLES. 1405.12.1 AS STIPULATED IN CHAPTER 14 SECTION 1405.12.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE DOOR AND WINDOWS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS INCLUDING TESTED FASTENER SIZE AND SPACING.DING CODE FABRIC PARTITIONS THAT EXCEED 6 FEET IN HEIGHT SHALL BE DESIGNED AND CONSTRUCTED WITH ADEQUATE STRENGTH TO RESIST A HORIZONTAL DISTRIBUTED LOAD OF 5 PSF TO THE FRAMING AND A CONCENTRATED LOAD OF 40 POUNDS APPLIED TO AN 8-INCH DIAMETER AREA OF THE FABRIC FACE. CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 1503 WEATHER PROTECTION 1503.1 AS STIPULATED IN CHAPTER 15 SECTION 1503.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE APPROVED ROOF COVERINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS ON ALL ROOF DECKS. 1503.2 AS STIPULATED IN CHAPTER 15 SECTION 1503.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FLASHING SHALL BE INSTALLED AT ALL ROOF AND WALL CONNECTIONS AS WELL AS AT ALL PENETRATIONS IN THE ROOF, AND SHOULD PREVENT MOISTURE FROM ENTERING THE ROOF AND THE WALLS. 1503.3 AS STIPULATED IN CHAPTER 15 SECTION 1503.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PROPER, NONCOMBUSTIBLE, WEATHERPROOF MATERIALS SHALL BE USED IN THE COPING OF THE PARAPET WALL. THIS MATERIAL MUST BE AS WIDE AS OR WIDER THAN THE THICKNESS OF THE PARAPET WALL ITSELF. 1503.4 AS STIPULATED IN CHAPTER 15 SECTION 1503.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ROOF DRAINAGE MUST BE DESIGNED AND INSTALLED IN ACCORDANCE TO THE INTERNATIONAL PLUMBING CODE. ANY AND ALL GUTTERS SHALL BE MADE OF NONCOMBUSTIBLE MATERIALS OR A MINIMUM OF SCHEDULE 40 PLASTIC PIPE. 1503.5 AS STIPULATED IN CHAPTER 15 SECTION 1503.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE VENTILATION VENTS, BOTH INTAKE AND EXHAUST, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 1203.2.

Scale

1008 DOORS

CHAPTER 12 INTERIOR ENVIRONMENT

ARCHITECTS

AS STIPULATED IN CHAPTER 10 SECTION 1007 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ACCESSIBLE SPACES SHALL HAVE AT LEAST ONE ACCESSIBLE MEANS OF EGRESS.

1012.6 AS STIPULATED IN CHAPTER 10 SECTION 1012.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THERE MUST BE A CLEARANCE SPACE OF AT LEAST 1.5 INCHES BETWEEN A HANDRAIL AND A WALL OR OTHER ADJACENT SURFACE AND MUST BE FREE OF SHARP OR ABRASIVE OBJECTS.

1025.9.1 AS STIPULATED IN CHAPTER 10 SECTION 1012.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE MINIMUM CLEAR WIDTH FOR AISLES SHALL BE . THIRTY-SIX INCHES (914 MM) FOR AISLE STAIRSHAVING SEATING ON ONLY ONE SIDE.

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1007 ACCESSIBLE MEANS OF EGRESS

1012.5 AS STIPULATED IN CHAPTER 10 SECTION 1012.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, HANDRAILS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE AND SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. AT STAIRWAYS WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND TOP RISER AND MAINTAIN SLOPE OF THE DEPTH OF ONE TREAD. AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS, BETWEEN RUNS, HANDRAIL SHALL EXTEND HORIZONTALLY ABOVE LANDING A MINIMUM OF 12 INCHES BEYOND THE TOP AND BOTTOM RAMP.

CODE ANALYSIS

AS STIPULATED IN CHAPTER 10 SECTION 1006 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE EGRESS SHALL BE ILLUMINATED AT ALL TIMES THAT THE BUILDING IS OCCUPIED. ILLUMINATION LEVEL SHALL BE AT LEAST 1 FOOT CANDLE. IN THEATER SPACE, THE ILLUMINATION CAN BE A MINIMUM OF 0.2 FOOT CANDLE DURING PERFORMANCES. THE ILLUMINATION SYSTEM SHALL HAVE A BACKUP POWER SYSTEM WITH 90 MINUTE DURATION IN THE EVENT OF A POWER FAILURE.

NAAS

1006 EGRESS ILLUMINATION

1504 PERFORMANCE REQUIREMENTS 1504.1 AS STIPULATED IN CHAPTER 15 SECTION 1504.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ROOF DECKS AND COVERINGS SHALL BE DESIGNED FOR PROPER RESISTANCE TO WIND LOADS AS SPECIFIED IN CHAPTER 16, AND SECTIONS 1504.2, 1504.3, AND 1504.4.

G1.03 100% SUBMISSION 12.08.06

1506.2 AS STIPULATED IN CHAPTER 15 SECTION 1506.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ROOFS AND ROOF COVERINGS SHALL BE MADE OF MATERIALS THAT ARE COMPATIBLE WITH BOTH THEMSELVES AND THE BUILDING TO WHICH THEY ARE INSTALLED.

1905.4 AS STIPULATED IN CHAPTER 19 SECTION 1905.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE IF ALL PROPORTIONING, MIXING, AND PLACING IS TO BE EXECUTED WITHOUT FIELD TESTING OR TRIAL MIXTURES, ALL SHALL BE COMPLETED IN ACCORDANCE WITH ACI 318.

1611 RAIN LOADS

1805.2.1 AS STIPULATED IN CHAPTER 18 SECTION 1805.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL SURFACES PLACED WITHIN THE GROUND LEVEL THAT ARE SUSCEPTIBLE TO THE EFFECTS OF FROST SHALL EXTEND PAST THE LOCAL FREEZING LEVEL IN THE GROUND, FOLLOW CONSTRUCTION PRACTICES NOTED IN ASCE 32, OR BE BUILT UPON SOLID ROCK.

1905.6 AS STIPULATED IN CHAPTER 19 SECTION 1905.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL EVALUATIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE CRITERIA SPECIFIED IN SECTIONS 1905.6.2 THROUGH 1905.6.5.

R = 5.2 (Ds + Dh) WHERE: Dh = DIFFERENCE IN HEIGHT BETWEEN PRIMARY AND SECONDARY ROOF DRAIN

1507.10 BUILT-UP ROOFS

LOCATIONS

1507.10.1 AS STIPULATED IN CHAPTER 15 SECTION 1507.10.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE BUILT-UP ROOFS SHALL HAVE A MINIMUM SLOPE OF ONEFOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT SLOPE) FOR DRAINAGE.

CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS

EXISTING ROOF SLOPE [TO REMAIN SAME]

ROOF CRICKET TYPE 1 SLOPE= 3/4" PER FOOT ROOF CRICKET TYPE 2 SLOPE= 1/4" PER FOOT

1/4" / 1' [WEST] 3/4" / 1' [EAST]

1508 INSULATION 1508.1 AS STIPULATED IN CHAPTER 15 SECTION 1508.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE USE OF ABOVE DECK THERMAL INSULATION SHALL BE PERMITED PROVIDED SUCH INSULATION IS COVERED WITH AN APPROVED ROOF COVERING AND PASSES THE TESTS OF FM4450 OR UL1256 WHEN TESTED AS AN ASSEMBLY.

Ds = DEPTH OF WATER ON THE UNDEFLECTED ROOF UP TO THE INLET OF THE SECONDARY DRAIN SINCE BOTH Dh AND Ds EQUAL ZERO, RAIN LOAD IS ZERO

1704 SPECIAL INSPECTIONS 1704.3.2 AS STIPULATED IN CHAPTER 17 SECTION 1704.3.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE SPECIAL INSPECTOR SHALL PERFORM AN INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE APPROVED CONSTRUCTION DOCUMENTS, INCLUDING BRACING, STIFFENING, MEMBER LOCATIONS, AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION.

1601 GENERAL 1601.1 AS STIPULATED IN CHAPTER 16 SECTION 1601.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THIS CHAPTER GOVERNS THE STRUCTURAL DESIGN OF BUILDINGS, STRUCTURES, AND PORTIONS REGULATED BY THIS CODE.

1604.2 AS STIPULATED IN CHAPTER 16 SECTION 1604.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED TO SAFELY SUPPORT THE LOADS CALCULATED WITHOUT EXCEEDING THE STRENGTH LIMIT AND APPROPRIATE SPECIFIED ALLOWABLE STRESSES FOR THE MATERIALS IMPLEMENTED. 1604.3 AS STIPULATED IN CHAPTER 16 SECTION 1604.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE STRUCTURAL MEMBERS SHALL BE DESIGNED WITH ADEQUATE RESISTANCE TO DEFLECTIONS AND LATERAL DRIFT. TABLE 1604.5 OCCUPANCY CATEGORY III 1604.8 AS STIPULATED IN CHAPTER 16 SECTION 1604.8 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE ROOF SHALL BE ANCHORED TO THE WALLS AND COLUMNS, WHICH ARE ANCHORED TO THE FOUNDATION IN ORDER TO RESIST UPLIFT. 1604.9 AS STIPULATED IN CHAPTER 16 SECTION 1604.9 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE STRUCTURAL MEMBERS, SYSTEMS, AND CLADDING SHALL BE DESIGNED TO RESIST WIND LOADS AND FORCES DUE TO EARTHQUAKES. 1606 DEAD LOADS 1606.2 AS STIPULATED IN CHAPTER 16 SECTION 1606.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE DEAD LOAD DUE TO WEIGHT OF MATERIAL SHALL BE CONSIDERED PERMANENT LOAD AND TAKEN INTO ACCOUNT DURING DESIGN. 1607 LIVE LOADS AS STIPULATED IN CHAPTER 16 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE OCCUPANCY LOADS, CONCENTRATED AND UNIFORM LIVE LOADS, AS WELL AS LOADS ON HANDRAILS AND GRAB BARS SHALL BE TAKEN INTO ACCOUNT ON THE DESIGN. 1607.7.2 AS STIPULATED IN CHAPTER 16 SECTION 1607.7.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE GRAB BARS SHALL BE DESIGNED TO HOLD A SINGLE CONCENTRATED LOAD OF 250 POUNDS IN ANY DIRECTION FROM ANY POINT. 1607.11.2.1 AS STIPULATED IN CHAPTER 16 SECTION 1607.11.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FLAT ROOFS MAY BE DESIGNED FOR A REDUCED ROOF LIVE LOAD. 1607.13.1 AS STIPULATED IN CHAPTER 16 SECTION 1607.13.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FABRIC PARTITIONS THAT EXCEED 6 FEET IN HEIGHT SHALL BE DESIGNED AND CONSTRUCTED WITH ADEQUATE STRENGTH TO RESIST A HORIZONTAL DISTRIBUTED LOAD OF 5 PSF TO THE FRAMING AND A CONCENTRATED LOAD OF 40 POUNDS APPLIED TO AN 8-INCH DIAMETER AREA OF THE FABRIC FACE.

1805.5.1.1 AS STIPULATED IN CHAPTER 18 SECTION 1805.5.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AT THE TOP LEVEL OF THE FOUNDATION WALLS, THE WIDTH MUST BE GREATER THAN THAT OF THE WALL TO BE BUILT OFF OF IT. NO EXCEPTIONS ARE TO BE MADE. 1805.5.6 AS STIPULATED IN CHAPTER 18 SECTION 1805.5.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE DESIGN OF DRAINAGE AT THE FOUNDATION WALL LEVEL SHALL FOLLOW THOSE GUIDELINES STIPULATED IN SECTIONS 1807.4.2 AND 1807.4.3. THE DRAINAGE SHALL BE DESIGNED TO ALLOW THE FOUNDATION WALLS TO WITHSTAND THE FORCE APPLIED FROM FULLY HYDRATED BACKFILL. 1805.7.2.3 AS STIPULATED IN CHAPTER 18 SECTION 1805.7.2.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL ALLOTTED VERTICAL LOADS SHALL BE BASED UP ON THE DETERMINED SOIL CONDITIONS. REFERENCE SHALL BE MADE TO TABLE 1804.2 IN ORDER TO DETERMINE THE LOADS THAT MAY BE PLACED UPON PRESENT SOILS. 1805.8.2 AS STIPULATED IN CHAPTER 18 SECTION 1805.8.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE POURED SLAB ON GRADE SHALL BE FORMED IN ACCORDANCE WITH WRI/CRSI DESIGN OF SLAB-ON-GROUND FOUNDATIONS. ALL MODIFICATIONS AND FINAL DECISIONS IN REFERENCE TO THE SLAB FORM SHALL BE MADE IN CONSIDERATION OF THE SOILS INVESTIGATION. THE STRENGTH WITHIN THE SLAB MUST BE A MINIMUM OF 3,000 PSI.

CHAPTER 16 STRUCTURAL DESIGN

1604 GENERAL DESIGN REQUIREMENTS

1805.4.2.1 AS STIPULATED IN CHAPTER 18 SECTION 1805.4.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE STRENGTH TO BE OBSERVED IN CONCRETE FOUNDATIONS OR FOOTINGS AT 28 DAYS AFTER THE INITIAL POUR IS TO REACH NO LESS THAN 2,500 PSI.

1806 RETAINING WALL

CHAPTER 18 SOILS AND FOUNDATIONS 1802 FOUNDATION AND SOILS INVESTIGATIONS 1802.1 AS STIPULATED IN CHAPTER 18 SECTION 1802.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL SOILS INVESTIGATIONS SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL. 1802.2 AS STIPULATED IN CHAPTER 18 SECTION 1802.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE IF DEEMED NECESSARY, FOUNDATION AND SOILS INVESTIGATIONS SHALL BE SUBMITTED TO A CITY BUILDING OFFICIAL. IF DATA FROM ADJACENT PROPERTIES HAS BEEN RECORDED PRIOR TO THIS STUDY, THE REPORTS MAY BE USED IN PLACE OF A NEW INVESTIGATION. 1802.3 AS STIPULATED IN CHAPTER 18 SECTION 1802.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL DATA SHALL BE RECORDED IN ACCORDANCE WITH THOSE CATEGORIES ESTABLISHED IN SECTIONS 1802.3.1 OR 1802.3.2. 1802.3.1 AS STIPULATED IN CHAPTER 18 SECTION 1802.3.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL CLASSIFICATIONS SHALL FOLLOW THAT WHICH IS RECORDED IN ASTM D 2487. 1802.4 AS STIPULATED IN CHAPTER 18 SECTION 1802.4OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL INVESTIGATIONS BEYOND GENERAL TESTING AND OBSERVATION, SUCH AS BORINGS OR TEST PITS, SHALL BE DETERMINED TO BE NECESSARY BY A REGISTERED DESIGN PROFESSIONAL. ANY OTHER SPECIFIED FORMS OF TESTING SHALL BE ACQUIRED BASED ON THE CONDITION OF THE SITE.

1806.1 AS STIPULATED IN CHAPTER 18 SECTION 1806.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL FORCES PRESENT ON THE SITE WILL HAVE BEARING ON THE DESIGN OF RETAINING WALLS. THE SAFETY FACTOR MUST MEET A MINIMUM OF 1.5. 1807 DAMPPROOFING AND WATERPROOFING 1807.1 AS STIPULATED IN CHAPTER 18 SECTION 1807.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL WALLS ACTING IN SUCH A WAY AS TO RETAIN EARTH ON THE SITE AND CREATE OCCUPIABLE SPACES SHALL BE DAMPROOFED AND WATERPROOFED. 1807.2.1 AS STIPULATED IN CHAPTER 18 SECTION 1807.2.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL FLOORS SHALL BE DAMPROOFED AND WATERPROOF IN ACCORDANCE WITH SECTION 1807.4.1 1807.2.2 AS STIPULATED IN CHAPTER 18 SECTION 1807.2.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE DAMPROOFING OF WALLS SHALL OCCUR ON THE EXTERIOR OF THE WALLS. THE RANGE MUST RUN FROM THE TOP OF THE FOOTING TO A POINT ABOVE THE GROUND LEVEL. MATERIALS UTILIZED MUST FOLLOW ASTMC 887 AND 1807.3.2. 1807.4.2 AS STIPULATED IN CHAPTER 18 SECTION 1807.4.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE AS DEEMED NECESSARY BY A LICENSED DESIGNER OR BUILDING OFFICIAL, FOUNDATION DRAINAGE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 1807.4.2. CHAPTER 19 CONCRETE 1903 SPECIFICATIONS FOR TESTS AND MATERIALS 1903.1 AS STIPULATED IN CHAPTER 19 SECTION 1903.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL TESTING SHALL FOLLOW THE REQUIREMENTS FOUND IN ACI 318

1905.6.1 AS STIPULATED IN CHAPTER 19 SECTION 1905.6.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL CONCRETE TESTING SHALL BE EXECUTED BY QUALIFIED TECHNICIANS FOLLOWING THE CRITERIA IN ACI 318. GUIDELINES APPLICABLE TO EITHER FIELD TESTING OR LABORATORY TESTING SHALL BE FOLLOWED BASED ON THE PROPER LOCATION. 1905.6.2 AS STIPULATED IN CHAPTER 19 SECTION 1905.6.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FREQUENCY OF TESTING SHALL FOLLOW THE GUIDELINES FOUND IN ACI 318. 1905.7 AS STIPULATED IN CHAPTER 19 SECTION 1905.7 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE GUIDELINES AS TO WHAT EQUIPMENT SHALL BE UTILIZED IN THE PLACEMENT OF A CONCRETITIOUS DEPOSIT AND AS TO THE STATE OF THE PLACE WHERE IT SHALL BE DEPOSITED ARE TO BE FOUND IN ACI 318 AND FOLLOWED. ALL MIXING, CONVEYING, DEPOSITING, AND CURING PROCESSES AND EXTREME WEATHER SPECIFICATIONS ARE TO BE FOUND IN ACI 318. 1906 FORMWORK, EMBEDDED PIPES, AND CONSTRUCTION JOINTS 1906.1 AS STIPULATED IN CHAPTER 19 SECTION 1906.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL ERECTION AND REMOVAL OF FORMWORK MATERIALS, THE PLACEMENT OF CONDUITS AND PIPES EMBEDDED IN CONCRETE, AND THE FORMING OF CONSTRUCTION JOINTS SHALL FOLLOW THE GUIDELINES SPECIFIED IN ACI 318, SECTIONS 6.1- 6.4. 1907 DETAILS OF REINFORCEMENT AS STIPULATED IN CHAPTER 19 SECTION 1907 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL ELEMENTS AND PROCESSES INVOLVED IN THE REINFORCEMENT AND TREATMENT OF CONCRETE SHALL FOLLOW ACI SECTIONS 7.1-7.13. 1910 MINIMUM SLAB PROVISIONS 1910.1 AS STIPULATED IN CHAPTER 19 SECTION 1910.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE FORMATION OF FLOOR SLABS SHALL BE AS FOLLOWS: A LAYER OF REINFORCED CONCRETE NO LESS THAN 3 1/2" SHALL REST ATOP A 6-MIL POLYETHYLENE VAPOR RETARDER, WITH AN OVERLAP IN THE MATERIAL JOINTS AT NO LESS THAN 6". THE REQUIREMENT OF A VAPOR RETARDER SHALL BE DETERMINED BY A LICENSED DESIGNER OR BUILDING OFFICIAL BASED ON SITE CONDITIONS. CHAPTER 21 MASONRY 2103 MASONRY CONSTRUCTION MATERIALS 2103.8 AS STIPULATED IN CHAPTER 21 SECTION 2103.8 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE MORTAR SHALL CONFORM TO ASTM C 270, AND ALSO M CONFORM TO THE PROPORTION SPECIFICATIONS OF TABLE 2103.8(1) OR THE PROPERTY SPECIFICATIONS OF TABLE 2103.8(2). 2104 CONSTRUCTION 2104.4.1.1 AS STIPULATED IN CHAPTER 21 SECTION 2104.4.1.1 WHEN THE AMBIENT TEMPERATURE EXCEEDS 100°F (38°C), OR EXCEEDS 90°F (32°C) WITH A WIND VELOCITY GREATER THAN 8 MPH (3.5 M/S): EQUIPMENT SHALL BE PROVIDED TO PRODUCE MORTAR HAVING A TEMPERATURE BELOW BELOW 120°F (49°C) AND SAND PILES SHALL BE DAMP, AND IN A LOOSE CONDITION. 2104.4.1.2 AS STIPULATED IN CHAPTER 21 SECTION 2104.4.1.2 WHEN THE TEMPERATURE EXCEEDS 100°F (38°C), OR EXCEEDS 90°F (32°C) WITH A WIND VELOCITY GREATER THAN 8 MPH (3.5 M/S) SPECIAL CONDITIONS MUST BE MET TO REGULATE THE PROCESS. TTHE MATERIALS AND MIXING EQUIPMENT MUST ALSO BE SHADED FROM THE DIRECT SUNLIGHT.

1803 EXCAVATION, GRADING AND FILL

1904 DURABILITY REQUIREMENTS

2104.4.2 AS STIPULATED IN CHAPTER 21 SECTION 204.4.2 THE FOLLOWING REQUIREMENTS OF 2104.4.2.1 AND 2104.4.2.2 SHALL BE MET WHILE MASONRY WORK IS IN PROGRESS.

1803.1 AS STIPULATED IN CHAPTER 18 SECTION 1803.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE PRIOR TO ANY EXCAVATING THAT MAY COMPROMISE THE LATERAL STABILITY OF ANY PREEXISTING FOOTING OR FOUNDATION, SUPPORT MUST BE PROVIDED IN FORESIGHT OF THIS CONDITION.

1904.1 AS STIPULATED IN CHAPTER 19 SECTION 1904.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL RATIOS APPLICABLE TO THE PRODUCTION OF CEMENTITOUS MATERIAL SHALL FOLLOW THE GUIDELINES IN ACI 318 AND BE CALCULATED USING SUCH INFORMATION.

2104.4.2.1 AS STIPULATED IN CHAPTER 21 SECTION 204.4.2.1 WHEN THE AMBIENT TEMPERATURE EXCEEDS 100°F (38°C), OR EXCEEDS 90°F (32°C) WITH A WIND VELOCITY GREATER THAN 8 MPH (3.5 M/S) THE FOLLOWING SHALL OCCUR:

1803.2 AS STIPULATED IN CHAPTER 18 SECTION 1803.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE CARE SHALL BE TAKEN TO INSURE THAT BACKFILLING AREAS OF EXCAVATION WILL BE EXECUTED IN A MANNER THAT DOES NOT DAMAGE AREAS OR ASPECTS OF THE EXISTING FOUNDATION. 1803.3 AS STIPULATED IN CHAPTER 18 SECTION 1803.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL GRADING OF THE GROUND PLANE IN RELATION TO THE FOUNDATION SHALL BE EXECUTED AT A SLOPE OF 1 VERTICAL UNIT IN 20 HORIZONTAL UNITS WHERE POSSIBLE. IN ALL INSTANCES WHERE THIS IS NOT POSSIBLE, EFFORTS TO GUIDE WATER AWAY FROM THE BUILDING FOUNDATION MUST BE MADE. ALL EFFORTS TO GUIDE WATER AWAY FROM THE FOUNDATION SHALL BE COMPLETED IN A MANNER THAT DOES NOT UNDERMINE THE COMPLETION OF CONSTRUCTION OR THE PERMIT RESTRICTIONS ON THE PROJECT.

1904.2 AS STIPULATED IN CHAPTER 19 SECTION 1904.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE IF THE POSSIBILITY ARISES FOR CONCRETE TO FREEZE DURING THE CONSTRUCTION PROCESS, CARE SHALL BE TAKEN TO FOLLOW THE GUIDELINES ESTABLISHED IN SECTIONS 1904.2.1 THROUGH 1904.2.2. 1904.2.2 AS STIPULATED IN CHAPTER 19 SECTION 1904.2.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE DUE TO THE LOCATION OF CONSTRUCTION, CONCRETE SHALL BE MIXED AND POURED WITH SUCH CONSIDERATIONS AS TO ENSURE THAT ANY CONCRETE EXPOSED TO THE ELEMENTS HOLDS 3,000 psi. 1904.4 AS STIPULATED IN CHAPTER 19 SECTION 1904.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE CARE SHALL BE TAKEN TO PREVENT ANY REINFORCEMENT PLACED WITHIN CONCRETE FROM CORROSION AND CHLORIDES, AS IS STIPULATED IN ACI318.

1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS

1905CONCRETE QUALITY, MIXING AND PLACING

1804.1 AS STIPULATED IN CHAPTER 18 SECTION 1804.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL DESIGN ELEMENTS EXIST IN REFLECTION OF THE LOADBEARING

1905.1 AS STIPULATED IN CHAPTER 19 SECTION 1905.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL PROPORTIONING, TESTING, MIXING, AND PLACING SHALL FOLLOW THOSE GUIDELINES STIPULATED IN 1905.1.1 THROUGH 19.5.1.

VALUES GIVEN IN TABLE 1804.2 AND SECTION 1605.3 1804.2 AS STIPULATED IN CHAPTER 18 SECTION 1804.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE UNLESS DETERMINED BY A LICENSED DESIGNER, ALL DESIGN ELEMENTS WILL COMPLY WITH THE PRESCRIBED LATERAL PRESSURE OR LATERAL SLIDING-RESISTANCE VALUES FOUND IN TABLE 1804.2. THE GIVEN VALUES MAY ALSO BE OVERRIDDEN BY PRESENT BUILDING OFFICIAL.

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1805.2 AS STIPULATED IN CHAPTER 18 SECTION 1805.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE MINIMUM DEPTH OF EACH FOOTING SHALL NOT BE LESS THAN 12" BELOW THE DEPTH OF UNDISTURBED SOIL.

1905.3 AS STIPULATED IN CHAPTER 19 SECTION 1905.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL PROPORTIONING, MIXING, AND PLACING BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES SHALL FOLLOW THE GUIDELINES STIPULATED IN ACI 318.

1. THE MORTAR AND GROUT SHALL NOT EXCEED 120°F (49°C), AND THE MORTAR MUST BE MAINTAINED BELOW THIS TEMPERATURE. 2. COOL WATER SHALL BE USED TO FLUSH MIXERS, MORTAR TRANSPORT CONTAINERS AND MORTAR BOARDS BEFORE THEY COME INTO CONTACWT ITH MORTAR INGREDIENTS OR MORTAR. 3. RETEMPERING OF THE MORTAR CONSISTENCY SHALL BE MAINTAINED BWY ITH COOL WATER. 4. MORTAR MUST BE USED WITHIN 2 HOURS OF INITIAL MIXING. 5. WHEN A THIN-BED MORTAR IS USED IT SHALL BE SPREAD NO MORE THAN 4 FEET (1219 MM) AHEAD OF AAC MASONRY UNITS. 6. WHEN AAC MASONRY UNITS MUST BE PLACED WITHIN ONE MINUTE AFTER SPREADING THE THIN-BED MORTAR.

Scale

1506 MATERIALS

1610.1 AS STIPULATED IN CHAPTER 16 SECTION 1610.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE FOUNDATION AND RETAINING WALLS SHALL RESIST THE LATERAL SOIL LOADS AS SPECIFIED IN TABLE 1610.1.

1611.1 AS STIPULATED IN CHAPTER 16 SECTION 1611.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE ROOF SHALL BE DESIGNED TO RESIST THE LOAD OF RAINWATER ACCUMULATING ON IT IN THE EVENT THAT THE PRIMARY DRAINAGE SYSTEM IS BLOCKED.

1905.1.1 AS STIPULATED IN CHAPTER 19 SECTION 1905.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL CONCRETE POURED, THAT WILL NOT BE EXPOSED TO THE ELEMENTS, SHALL ALLOW PROPORTIONING GUIDELINES FOUND IN ACI 318 AND HOLD A MINIMUM OF 2,500 PSI.

ARCHITECTS

MIN ROOF FIRE CLASSIFICIATION CLASS C* *CLASS C IS DEFINED AS THOSE THAT ARE EFFECTIVE AGAINST LIGHT FIRETEST EXPOSURE. CLASS C ROOF ASSEMBLIES AND ROOF COVERINGS SHALL BE LISTED AND IDENTIFIED AS CLASS C BY AN APPROVED TESTING AGENCY.

1610 SOIL LATERAL LOADS

1805.1 AS STIPULATED IN CHAPTER 18 SECTION 1805.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE ALL CONSTRUCTION ON FOUNDATIONS SHALL BE EXECUTED IN COMPACTED, SPECIFIED MATERIAL, PLACED IN ACCORDANCE WITH SECTIONS 1803.5 AND 1803.6 AS STIPULATED IN CHAPTER 18 SECTION 1803.6 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE THE TOP SURFACE OF ALL FOOTINGS SHALL BE LEVEL.

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1505.1 AS STIPULATED IN TABLE 1505.1 THE MINIMUM ROOF COVERING CLASSIFICATION FOR TYPE IIIb CONSTRUCTION IS AS FOLLOWS

1805 FOOTINGS AND FOUNDATIONS

1609.1 AS STIPULATED IN CHAPTER 16 SECTION 1609.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE BUILDING SHALL BE DESIGNED TO RESIST THE MINIMUM OF WIND LOADS OF 90 MILES PER HOUR.

CODE ANALYSIS

1505 FIRE CLASSIFICATION

1609 WIND LOADS

NAAS

1504.2.1 AS STIPULATED IN TABLE 1504.2.1 AND DIAGRAM 1609 IN THE 2006 EDITION INTERNATIONAL BUILDING CODE MAXIMUM WIND INFORMATION IS AS FOLLOWS: WIND SPEED 90 (MPH) ASTM 6381 CLASSIFICATION CLASS D

G1.04 100% SUBMISSION 12.08.06

2109.5.3.1 AS STIPULATED IN SECTION 2108.5.3.1 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODEMINIMUM THICKNESS FOR FOUNDATION WALLS SHALL COMPLY WITH THE REQUIREMENTS OF TABLE 2109.5.3.1. THE PROVISIONS OF TABLE 2109.5.3.1ARE ONLY APPLICABLE WHERE THE FOLLOWING CONDITIONS ARE MET: 1. THE FOUNDATION WALL DOES NOT EXCEED 8 FEET (2438 MM) IN HEIGHT BETWEEN LATERAL SUPPORTS; 2. THE TERRAIN SURROUNDING FOUNDATION WALLS IS GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS; 3. BACKFILL IS DRAINED TO REMOVE GROUND WATER AWAY FROM FOUNDATION WALLS; 4. LATERAL SUPPORT IS PROVIDED AT THE TOP OF FOUNDATION WALLS PRIOR TO BACKFILLING; 5. THE LENGTH OF FOUNDATION WALLS BETWEEN PERPENDICULAR MASONRY WALLS OR PILASTERS IS A MAXIMUM OF THREE TIMES THE BASEMENT WALL HEIGHT; 6. THE BACKFILL IS GRANULAR AND SOIL CONDITIONS IN THE AREA ARE NONEXPANSIVE; AND 7. MASONRY IS LAID IN RUNNING BOND USING TYPE S MORTAR. CHAPTER 22 STEEL 2204 CONNECTION 2204.1 AS STIPULATED IN CHAPTER 22 SECTION 2204.1OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, DETAILS FOR WORKMANSHIP, DESIGN, AND TECHNIQUE FOR WELDING, INSPECTION OF WELDING, AND QUALIFICATIONS OF WELDING OPERATORS, SHALL COMPLY WITH SPECIFICATIONS LISTED IN 2205, 2206, 2207, 2209, AND 2210. 2204.2 AS STIPULATED IN CHAPTER 22 SECTION 2204.2OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE DESIGN, INSTALLATION, AND INSPECTION OF BOLTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN BY THE SPECIFICATIONS FOUND IN SECTIONS 2205, 2206, 2209, AND 2210. 2210.2 AS STIPULATED IN CHAPTER 22 SECTION 2210.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE DESIGN AND INSTALLATION OF COLD-FORMED STEEL BOX HEADERS, BACK-TO-BACK HEADERS AND SINGLE AND DOUBLE L-HEADERS USED FOR LOAD-CARRYINGS IN SINGLE SPAN CONDITIONS SHALL COMPLY WITH AISIHEADER. CHAPTER 23 WOOD 2303 TRUSSES 2303.4.1.7 ALTERATIONS TO TRUSSES. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G., HVAC EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING. 2303.4.2 METAL-PLATE-CONNECTED TRUSSES. IN ADDITION TO SECTIONS 2303.4.1 THROUGH 2303.4.1.7, THE DESIGN, MANUFACTURE AND QUALITY ASSURANCE OF METAL-PLATECONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1. MANUFACTURED TRUSSES SHALL COMPLY WITH SECTION 1704.6 AS APPLICABLE. 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION 2308.10.1 WIND UPLIFT. ROOF ASSEMBLIES SHALL HAVE RAFTER AND TRUSS TIES TO THE WALL BELOW. RESULTANT UPLIFT LOADS SHALL BE TRANSFERRED TO THE FOUNDATION USING A CONTINUOUS LOAD PATH. THE RAFTER OR TRUSS TO WALL CONNECTION SHALL COMPLY WITH TABLES 2304.9.1 AND 2308.10.1.

2407 GLASS HANDRAILS AND GUARDS 2407.1 AS STIPULATED IN CHAPTER 24 SECTION 2407.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, GLAZING IN RAILING IN-FILL PANELS SHALL BE OF AN APPROVED SAFETY GLAZING MATERIAL THAT CONFORMS TO THE PROVISIONS FOUND IN SECTION 2406.1.1. ALL GLAZING TYPES MUST HAVE A MINIMUM THICKNESS OF ¼ INCH. 2407.1.1 AS STIPULATED IN CHAPTER 24 SECTION 2407.1.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO RESIST LOADS MENTIONED IN SECTION 1607.7 CHAPTER 25 GYPSUM BOARD AND PLASTER 2505 SHEAR WALL CONSTRUCTION 2505.1 RESISTANCE TO SHEAR (WOOD FRAMING). WOOD-FRAMED SHEAR WALLS SHEATHED WITH GYPSUM BOARD, LATH AND PLASTER SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 2306.4 AND ARE PERMITTED TO RESIST WIND AND SEISMIC LOADS. WALLS RESISTING SEISMIC LOADS SHALL BE SUBJECT TO THE LIMITATIONS IN SECTION 12.2.1 OF ASCE 7. 2508.5.4 FASTENERS. FASTENERS USED FOR THE ATTACHMENT OF GYPSUM BOARD TO A HORIZONTAL DIAPHRAGM CEILING SHALL BE AS DEFINED IN TABLE 2508.5. FASTENERS SHALL BE SPACED NOT MORE THAN 7 INCHES (178 MM) ON CENTER (O.C.) AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING, AND NOT MORE THAN 3/8 INCH (9.5 MM) FROM THE EDGES AND ENDS OF THE GYPSUM BOARD CHAPTER 27 ELECTRICAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS [F] 2702.1 INSTALLATION. EMERGENCY AND STANDBY POWER SYSTEMS REQUIRED BY THIS CODE OR THE INTERNATIONAL FIRE CODE SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE, NFPA110 AND 111. [F] 2702.1.1 STATIONARY GENERATORS. EMERGENCY AND STANDBY POWER GENERATORS SHALL BE LISTED IN ACCORDANCE WITH UL 2200. [F] 2702.2 WHERE REQUIRED. EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE PROVIDED WHERE REQUIRED BY SECTIONS 2702.2.1 THROUGH 2702.2.19. [F] 2702.2.1 GROUP A OCCUPANCIES. EMERGENCY POWER SHALL BE PROVIDED FOR VOICE COMMUNICATION SYSTEMS IN GROUP A OCCUPANCIES IN ACCORDANCE WITH SECTION 907.2.1.2. [F] 2702.2.3 EXIT SIGNS. EMERGENCY POWER SHALL BE PROVIDED FOR EXIT SIGNS IN ACCORDANCE WITH SECTION 1011.5.3.

[P] 2902.5 SIGNAGE. A LEGIBLE SIGN DESIGNATING THE SEX SHALL BE PROVIDED IN A READILY VISIBLE LOCATION NEAR THE ENTRANCE TO EACH TOILET FACILITY. SIGNS FOR ACCESSIBLE TOILET FACILITIES SHALL COMPLY WITH ICC A117.1. CHAPTER 31 SPECIAL CONSTRUCTION 3102 MEMBRANE STRUCTURES 3102.5 AS STIPULATED IN CHAPTER 31 SECTION 3102.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, MEMBRANE STRUCTURES SHALL NOT EXCEED ONE STORY, NOR SHALL MEMBRANE STRUCTURES EXCEED THE HEIGHT LIMITATIONS SET IN FEET AS LISTED IN TABLE 503. 3102.7 AS STIPULATED IN CHAPTER 31 SECTION 3102.7 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, THE STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN DEAD LOADS OF TENSION OR INFLATION; LIVE LOADS INCLUDE WIND, SNOW, OR FLOOD ACCORDING TO CHAPTER 16. 3104.5 AS STIPULATED IN CHAPTER 31 SECTION 3104.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, WALKWAYS SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY FIRE-BARRIER WALLS WITH A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS. 3104 PEDESTRIAN WALKWAYS AND TUNNELS 3104.5 FIRE BARRIERS BETWEEN PEDESTRIAN WALKWAYS AND BUILDINGS.WALKWAYS SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY FIRE-BARRIERWALLS WITH A FIRERESISTANCE RATING OF NOT LESS THAN 2 HOURS. THIS PROTECTION SHALL EXTEND VERTICALLY FROM A POINT 10 FEET (3048 MM) ABOVE THE WALKWAY ROOF SURFACE OR THE CONNECTED BUILDING ROOF LINE, WHICHEVER IS LOWER, DOWN TO A POINT 10 FEET (3048 MM) BELOW THE WALKWAY AND HORIZONTALLY 10 FEET (3048 MM) FROM EACH SIDE OF THE PEDESTRIAN WALKWAY. OPENINGS WITHIN THE L0-FOOT (3048 MM) HORIZONTAL EXTENSION OF THE PROTECTEDWALLS BEYOND THEWALKWAY SHALL BE EQUIPPED WITH DEVICES PROVIDING A 3/4-HOUR FIRE PROTECTION RATING IN ACCORDANCE WITH SECTION 715. EXCEPTION: THE WALLS SEPARATING THE PEDESTRIAN WALKWAY FROM A CONNECTED BUILDING ARE NOT REQUIRED TO HAVE A FIRE-RESISTANCE RATING BY THIS SECTION WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: 1. THE DISTANCE BETWEEN THE CONNECTED BUILDINGS IS MORE THAN 10 FEET (3048 MM), THE PEDESTRIAN WALKWAY ND CONNECTED BUILDINGS, EXCEPT FOR OPEN PARKING GARAGES, ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 AND THE WALL IS CONSTRUCTED OF A TEMPERED, WIRED OR LAMINATED GLASS WALL AND DOORS SUBJECT TO THE FOLLOWING: 1.1. THE GLASS SHALL BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13 AND THE SPRINKLER SYSTEM SHALL COMPLETELY WET THE ENTIRE SURFACE OF INTERIOR SIDES OF THE GLASS WALL WHEN ACTUATED.

[F] 2702.2.4 MEANS OF EGRESS ILLUMINATION. EMERGENCY POWER SHALL BE PROVIDED FOR MEANS OF EGRESS ILLUMINATION IN ACCORDANCE WITH SECTION 1006.3. [F] 2702.2.7 HORIZONTAL SLIDING DOORS. STANDBY POWER SHALL BE PROVIDED FOR HORIZONTAL SLIDING DOORS IN ACCORDANCE WITH SECTION 1008.1.3.3. [

1.2. THE GLASS SHALL BE IN A GASKETED FRAME AND INSTALLED IN SUCH A MANNER THAT THE FRAMING SYSTEM WILL DEFLECT WITHOUT BREAKING (LOADING) THE GLASS BEFORE THE SPRINKLER OPERATES.

F] 2702.2.9 MEMBRANE STRUCTURES. STANDBY POWER SHALL BE PROVIDED FOR AUXILIARY INFLATION SYSTEMS IN ACCORDANCE WITH SECTION 3102.8.2. EMERGENCY POWER SHALL BE PROVIDED FOR EXIT SIGNS IN TEMPORARY TENTS AND MEMBRANE STRUCTURES IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE. CHAPTER 29 PLUMBING SYSTEMS

1.3. OBSTRUCTIONS SHALL NOT BE INSTALLED BETWEEN THE SPRINKLER HEADS AND THE GLASS.

2902 MINIMUM PLUMBING FACILITIES

3104.6 PUBLIC WAY. PEDESTRIAN WALKWAYS OVER A PUBLIC WAY SHALL ALSO COMPLY WITH CHAPTER 32.

[P] 2902.1 MINIMUM NUMBER OF FIXTURES. PLUMBING FIXTURES SHALL BE PROVIDED FOR THE TYPE OF OCCUPANCY AND IN THE MINIMUM NUMBER SHOWN IN TABLE 2902.1

3104.7 EGRESS. ACCESS SHALL BE PROVIDED AT ALL TIMES TO A PEDESTRIAN WALKWAY THAT SERVES AS A REQUIRED EXIT.

TYPES OF OCCUPANCIES NOT SHOWN IN TABLE 2902.1 SHALL BE CONSIDERED INDIVIDUALLY BY THE BUILDING OFFICIAL. THE NUMBER OF OCCUPANTS SHALL BE DETERMINED BY THIS CODE. OCCUPANCY CLASSIFICATION SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 3.

3104.8 WIDTH. THE UNOBSTRUCTED WIDTH OF PEDESTRIAN WALKWAYS SHALL NOT BE LESS THAN 36 INCHES (914 MM). THE TOTAL WIDTH SHALL NOT EXCEED 30 FEET (9144 MM).

FOR A-3 OCCUPANCY OF 449 PERSONS

2308.10.8 ROOF SHEATHING. ROOF SHEATHING SHALL BE IN ACCORDANCE WITH

WATER CLOSETS REQUIREMENTS 1/125 MALE 449/125 = 3.59 1/65 FEMALE 449/65 = 6.91

= 4 REQUIRED > 1 PROVIDED = 7 REQUIRED > 1 PROVIDED

TABLES 2304.7(3) AND 2304.7(5) FOR WOOD STRUCTURAL PANELS, AND TABLES 2304.7(1) AND 2304.7(2) FOR LUMBER AND SHALL COMPLY WITH SECTION 2304.7.2.

LAVATORIES 1/200 449/200

= 2.245

= 3 REQUIRED > 2 PROVIDED

2308.10.8.1 JOINTS. JOINTS IN LUMBER SHEATHING SHALL OCCUR OVER SUPPORTS UNLESS APPROVED END-MATCHED LUMBER IS USED, IN WHICH CASE EACH PIECE SHALL BEAR ON AT LEAST TWO SUPPORTS.

DRINKING FOUNTAINS 1/500 449/500

= .90

= 1 REQUIRED = 1 PROVIDED

SERVICE SINK 1

=1 REQUIRED = 1 PROVIDED

2308.12.5 ATTACHMENT OF SHEATHING. FASTENING OF BRACED WALL PANEL SHEATHING SHALL NOT BE LESS THAN THAT PRESCRIBED IN TABLE 2308.12.4 OR 2304.9.1. WALL SHEATHING SHALL NOT BE ATTACHED TO FRAMING MEMBERS BY ADHESIVES

VARIANCE GRANTED CITY OF TUCSON # DD0-2007-200A

3104.10 TUNNELED WALKWAY. SEPARATION BETWEEN THE TUNNELED WALKWAY AND THE BUILDING TO WHICH IT IS CONNECTED SHALL NOT BE LESS THAN 2-HOUR FIRE-RESISTANT CONSTRUCTION AND OPENINGS THEREIN SHALL BE PROTECTED IN ACCORDANCE WITH TABLE 715.4. CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY

3302.1 AS STIPULATED IN CHAPTER 33 SECTION 3302.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, REQUIRED EXITS, EXISTING STRUCTURAL ELEMENTS, FIRE PROTECTION DEVICES, AND SANITARY SAFEGUARDS SHALL BE MAINTAINED AT ALL TIMES DURING ANY ALTERATIONS TO THE BUILDING OR STRUCTURE. 3303 DEMOLITION 3303.2 AS STIPULATED IN CHAPTER 33 SECTION 3303.2 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, PEDESTRIAN PROTECTION MUST BE IN PLACE BEFORE COMMENCEMENT OF DEMOLITION.

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

[P] 2902.4.1 LOCATION OF TOILET FACILITIES IN OCCUPANCIES OTHER THAN COVERED MALLS. IN OCCUPANCIES OTHER THAN COVERED MALLS, THE REQUIRED PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH TOILET FACILITIES AND THE PATH OF TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET (152 M).

3302 CONSTRUCTION SAFEGUARDS

3303.5 AS STIPULATED IN CHAPTER 33 SECTION 3303.5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, PROVISION SHALL BE MADE TO PREVENT THE ACCUMULATION OF WATER THAT MAY DAMAGE ANY FOUNDATION ON THE PROPERTY OR THOSE ADJOINING. 3307 PROTECTION OF ADJOINING PROPERTY 3307.1 AS STIPULATED IN CHAPTER 33 SECTION 3307.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AND DEMOLITION. PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS, AND ROOFS. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF AND PREVENT EROSION DURING CONSTRUCTION OR DEMOLITION. 3309 FIRE EXTINGUISHERS [F] 3309.1AS STIPULATED IN CHAPTER 33 SECTION 3309.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, ALL STRUCTURES UNDER ALTERATION OR DEMOLITION SHALL BE PROVIDED WITH AT LEAST ONE APPROVED PORTABLE FIRE EXTINGUISHER THAT COMPLIES WITH SECTION 906 AND IS SIZED FOR NOT LESS THAN ONE OF THE FOLLOWING ORDINARY HAZARDS: (1) AT EACH STAIRWAY, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. (2) IN EVERY STORAGE AND CONSTRUCTION SHED. (3) ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE STORAGE OR USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. 3312 AUTOMATIC SPRINKLER SYSTEM [F] 3312.1AS STIPULATED IN CHAPTER 33 SECTION 3312.1 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED BY CODE, A SPRINKLER SYSTEM MUST BE TESTED, APPROVED, AND INSTALLED BEFORE ANY PORTION OF THE BUILDING OR STRUCTURE IS OCCUPIED. CHAPTER 34 EXISTING STRUCTURES 3401 GENERAL AS STIPULATED IN CHAPTER 34 SECTION 3401 OF THE 2006 INTERNATIONAL BUILDING CODE, THE PROVISIONS OF CHAPTER 34 SHALL CONTROL THE ALTERATION, REPAIR, ADDITION AND CHANGE OF OCCUPANCY OF EXISTING STRUCTURES. AS STIPULATED IN CHAPTER 34 SECTION 3401.2 OF THE 2006 INTERNATIONAL BUILDING CODE BUILDINGS, STRUCTURES AND PARTS OF BUILDINGS AND STRUCTURES WILL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES REQUIRED BY THIS CODE WILL BE MAINTAINED ACCORDING TO THE CODE EDITION UNDER WHICH THEY WERE INSTALLED. THE OWNER OR THE OWNER’S DESIGNATED AGENT IS RESPONSIBLE FOR THE MAINTENANCE OF THE BUILDING AND STRUCTURE. TO DETERMINE COMPLIANCE WITH THIS SUBSECTION THE BUILDING OFFICIAL HAS THE AUTHORITY TO HAVE THE BUILDING OR STRUCTURE RE-INSPECTED. 3403 ADDITIONS, ALTERATIONS OR REPAIRS 3403.1 AS STIPULATED IN SECTION 3403.1 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE,ADDITIONS OR ALTERATIONS TO THE BUILDING OR STRUCTURE WILL COMPLY WITH THE----REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. FURTHERMORE ADDITIONS OR ALTERATIONS WILL NOT BE MADE TO THE EXISTING BUILDING OR STRUCTURE THAT VIOLATES THE 2006 EDITION INTERNATIONAL BUILDING CODE. THE EXISTING BUILDING AND ADDITION WILL COMPLY WITH THE HEIGHT AND AREA PROVISIONS SET FORTH IN CHAPTER 5 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE. 3403.2 AS STIPULATED IN SECTION 3403.2 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE,ADDITIONS OR ALTERATIONS TO THE EXISTING STRUCTURE WILL NOT RESULT OF A INCREASE OF FORCE GREATER THAN 5%, UNLESS THE ELEMENT IS STILL IN COMPLIANCE WITH THE CODE FOR NEW STRUCTURES. FURTHERMORE, THE STRENGTH WILL NOT BE DECREASED TO AN AMOUNT LESS THAT REQUIRED BY THIS CODE FOR NEW STRUCTURES. AS STIPULATED, ANY REPAIRS AND EXISTING UNSOUND STRUCTURAL ELEMENTS MUST CONFORM TO THE STRUCTURAL REQUIREMENT FOR NEW STRUCTURES. 3403.2.1 AS STIPULATED IN SECTION 3403.2.1 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE,EXISTING LIVE LOAD. WHERE THE EXISTING IS ALTERED, THE MINIMUM LOADS WILL REMAIN THE SAME AS WHEN IT WAS ERECTED, THEREBY NOT ENDANGERING PUBLIC SAFETY. 3403.3 AS STIPULATED IN SECTION 3403.3 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE,NONSTRUCTURAL. REPAIRS AND ALTERATIONS THAT ARE NONSTRUCTURAL MAY BE MADE OF SAME MATERIALS OF WHICH THE BUILDING WAS CONSTRUCTED BUT CANNOT ADVERSELY EFFECT ANY STRUCTURAL MEMBER OR EFFECT THE FIRE-RESISTANCE OF THE BUILDING.

SECTION 3201GENERAL 3201.2 AS STIPULATED IN 2006 EDITION OF THE INTERNATIONAL BUILDING CODE, THE PROJECTION OF ANY STRUCTURE OR PORTION THEREOF SHALL BE DEFINED AS THE DISTANCE MEASURED HORIZONTALLY FROM THE LOT LINE TO THE OUTERMOST POINT OF THE PROJECTION. 3201.4 AS STIPULATED IN 2006 EDITION OF THE INTERNATIONAL BUILDING CODE, DRAINAGE WATER COLLECTED FROM A ROOF, AWNING, CANOPY OR MARQUEE, AND CONDENSATE FROM MECHANICAL EQUIPMENT SHALL NOT FLOW OVER PUBLIC WALKING SURFACE

Scale

2109.5.3 AS STIPULATED IN SECTION 2108.5.3 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE THE FOUNDATION WALLS MUST COMPLY WITH THE REQUIREMENTS OF SECTIONS 2109.5.3.1 AND 2109.5.3.2 OF THE 2006 INTERNATIONAL BUILDING CODE.

2403.4 AS STIPULATED IN CHAPTER 24 SECTION 2403.4 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, WHERE INTERIOR GLAZING IS INSTALLED PARALLEL TO A WALKING SURFACE, THE DIFFERENTIAL DEFLECTION OF TWO ADJACENT UNSUPPORTED EDGES SHALL NOT EXCEED TO THICKNESS OF THE PANELS WHEN A FORCE OF 50 PLF IS APPLIED HORIZONTALLY TO ONE PANEL AT ANY POINT LOCATED 42 INCHES ABOVE THE WALKING SURFACE.

[P] 2902.4 REQUIRED PUBLIC TOILET FACILITIES. CUSTOMERS, PATRONS AND VISITORS SHALL BE PROVIDED WITH PUBLIC TOILET FACILITIES IN STRUCTURES AND TENANT SPACES INTENDED FOR PUBLIC UTILIZATION.THE ACCESSIBLE ROUTE TO PUBLIC FACILITIES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. EMPLOYEES SHALL BE PROVIDED WITH TOILET FACILITIES IN ALL OCCUPANCIES. EMPLOYEE TOILET FACILITIES SHALL BE EITHER SEPARATE OR COMBINED EMPLOYEE AND PUBLIC TOILET FACILITIES.

ARCHITECTS

2109.5.2.6 AS STIPULATED IN SECTION 2109.5.2.6 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODETHE PARAPET WALLS, SHALL HAVE A MINIMUM THICKNESS OF 8 INCHES (203 MM)

2403.3 AS STIPULATED IN CHAPTER 24 SECTION 2403.3 OF THE 2006 EDITION INTERNATIONAL BUILDING CODE, FRAMING MEMBERS FOR EACH INDIVIDUAL PANE OF GLASS SHALL BE DESIGNED SO DEFLECTION OF EDGE OF GLASS PERPENDICULAR TO GLASS PLANE DOES NOT EXCEED ¾ INCH.

CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION

Center for Optical Realities 1414 N First Ave. Tucson, AZ

2109.5.2.5 AS STIPULATED IN SECTION 2109.5.2.5 OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODETHE FOUNDATION PIERS MUST HAVE A MINIMUM THICKNESS OF 8 INCHES (203 MM).

[P] 2902.2 SEPARATE FACILITIES. WHERE PLUMBING FIXTURES ARE REQUIRED, SEPARATE FACILITIES SHALL BE PROVIDED FOR EACH SEX.

2403 GENERAL REQUIREMENTS FOR GLASS

CODE ANALYSIS

2109 EMPIRICAL DESIGN OF MASONRY

CHAPTER 24 GLASS AND GLAZING

NAAS

2104.4.2.2 AS STIPULATED IN CHAPTER 21 SECTION 204.4.2.1 WHEN THE TEMPERATURE CONDITIONS ESTABLISHED SECTION 2104.4.1.2 ARE MET COOL MIXING WATER SHALL BE USED FOR MORTAR AND GROUT. ICE MAY ALSO BE USED IN THE MIXING WATER PRIOR TO USE, HOWEVER ICE MAY NOT BE USED IN THE MIXING WATER WHEN IT IS ADDED TO THE OTHER MORTAR AND GROUT MATERIALS.

G1.05 100% SUBMISSION 12.08.06

EXISTING BUILDING LINE OF DEMARCATION INDICATING SCOPE OF WORK FOR DEMOLITION

18 14

6 14

14 11 14

8 14

9 14

6 17 6

4 4

4 6 16

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS AND SUB-CONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ELEMENTS TO BE DEMOLISHED AND REMOVED FROM SITE. REFER TO DESCRIPTIVE NOTES FOR SPECIFIC DIRECTION

GENERAL NOTES:

ARCHITECTS

EXTENT OF AREA TO BE CLEARED AND GRUBBED. REFER TO DESCRIPTIVE NOTES FOR SPECIFIC DIRECTION

NAAS

EXITING TO REMAIN

DEMOLITION EXTENTS

EXITING TO REMAIN

DEMOLITION EXTENTS

KEY LEGEND

7. ALL EXISTING STRUCTURES, VEGETATION, AND LANDSCAPE NOT IDENTIFIED FOR DEMOLITION OR ALTERATION SHALL REMAIN INTACT AND IN CONDITION CONSISTENT WITH THAT EXISTING PRIOR TO COMMENCEMENT OF WORK. DAMAGE INCURRED TO EXISTING STRUCTURES AND LANDSCAPE SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE OF OWNER.

7 16 6

8. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND EXTENT OF ALL EXISTING SITE UTILITY SERVICES AND SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO COMMENCEMENT OF WORK.

6 11

6 4

6 6 6 15 6

1 A3.01 D1.01

DEMO PLAN 3/16" = 1'-0"

D1.01 KEYNOTES 1 REMOVE EXISTING CONCRETE SLAB OF 1412 AND ANY ASSOCIATED FOUNDATIONS OF 1412 THAT MAY ADVERSELY AFFECT NEW CONSTRUCTION. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION 2 REMOVE EXISTING MASONRY WALL ON EAST PERIMETER. MASONRY SHALL BE SALVAGED FOR REPAIR OF EXISTING MASONRY WALL AND FOR USE IN CONSTRUCTION OF NEW MASONRY WALLS. 3 REMOVE EXISTING SUBTERRANEAN FOUNDATIONS ON EAST PERIMETER. ALL WASTE MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 4 REMOVE EXISTING SHRUB AND ROOT STRUCTURE. 5 EXISTING PALO VERDE TREE TO REMAIN 6 REMOVE EXISTING STOREFRONT GLAZING SYSTEM. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 7 REMOVE EXISTING PLYWOOD PANEL IN STOREFRONT. SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 8 REMOVE EXISTING DOOR, DOOR JAMB, AND DOOR HARDWARE. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 9 MASONRY SILLS BENEATH THE STOREFRONT SHALL BE REMOVED DOWN TO EXISTING CONCRETE SLAB. 10 ALL ROOF FRAMING AND DECKING SHALL REMAIN IN 1414 STRUCTURE EXCEPT WHERE INTERVENTION IS REQUIRED TO ALLOW ACCESS FOR GALLERY RAMP. 11 EXISTING MASONRY WALL AND FOUNDATION TO REMAIN. 12 REMOVE EXISTING VEGETATION AND VEGETATION ROOT STRUCTURES LOCATED ADJACENT TO EAST PERIMETER WALL. 13 EXISTING CONCRETE SLAB, FOUNDATION, AND FLOORING TO REMAIN. 14 EXISTING WOODEN TRUSSES IN 1414 TO REMAIN. REQUIREMENTS FOR STRUCTURAL INTERVENTION TO BE FIELD VERIFIED BY CONTRACTOR TO DETERMINE PRECISE INTERVENTION IN ACCORDANCE WITH RAMP LOCATION. 15 REMOVE ALL ROOF FRAMING AND DECKING IN 1412 STRUCTURE. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 16 REMOVE EXISTING STEEL WINDOW FRAMES AND GLAZING. 17 REMOVE EXISTING STEEL MESH FRAME AND GAS SERVICE ELEMENT LOCATED ON LOT OF 1412. 18 REMOVE ENTIRE ALUMINUM AWNING LOCATED ON WEST FACADE OF LOTS 1414 AND 1412. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. ALUMINUM AWNING STRUCTURE BEANEATH IS TO REMAIN UNHARMED.

Scale As indicated

6. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

DEMOLITION PLANS/ELEVATIONS

16 6

Center for Optical Realities 1414 N First Ave. Tucson, AZ

D1.01 100% SUBMISSION 12.08.06

GENERAL NOTES:

6. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

12 8

14 12

14 11

8. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND EXTENT OF ALL EXISTING SITE UTILITY SERVICES AND SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO COMMENCEMENT OF WORK.

6 SOUTH WEST TO NORTH EAST VANTAGE POINT 7

12 10

1 12 14

12 14

8 9 10

12 13 14

EAST WALL 180 DEGREE PAN VANTAGE POINT

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

D1.02 KEYNOTES JOHN FOLAN - EXITING ARCHITECTURE CRIT TO REMAIN AT UNIVERSITY OF ARIZONA FOREVER AND/OR HE BECOMES ILL OF HIS STUDENTS AND MOVES TO OTHER PROJECTS. ALLT ALMA REMOVE EXISTING CONCRETE SLAB OF 1412 AND ANY ASSOCIATED FOUNDATIONS OF 1412 THAT MAY ADVERSELY AFFECT NEW CONSTRUCTION. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING MASONRY WALL ON EAST PERIMETER. MASONRY SHALL BE SALVAGED FOR REPAIR OF EXISTING MASONRY WALL AND FOR USE IN CONSTRUCTION OF NEW MASONRY WALLS. REMOVE EXISTING STOREFRONT GLAZING SYSTEM. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING PLYWOOD PANEL IN STOREFRONT. SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING DOOR, DOOR JAMB, AND DOOR HARDWARE. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION EXISTING WOODEN TRUSSES IN 1414 TO REMAIN. REQUIREMENTS FOR STRUCTURAL INTERVENTION TO BE FIELD VERIFIED BY CONTRACTOR TO DETERMINE PRECISE INTERVENTION IN ACCORDANCE WITH RAMP LOCATION. EXISTING MASONRY WALL AND FOUNDATION TO REMAIN. EXISTING CONCRETE SLAB, FOUNDATION, AND FLOORING TO REMAIN. ALL ROOF FRAMING AND DECKING SHALL REMAIN IN 1414 STRUCTURE EXCEPT WHERE INTERVENTION IS REQUIRED TO ALLOW ACCESS FOR GALLERY RAMP REMOVE ALL ROOF FRAMING AND DECKING IN 1412 STRUCTURE. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING STEEL WINDOW FRAMES, SECURITY SCREEN, MOUNTING BOLTS, AND GLAZING. ALUMINUM AWNING STRUCTURE TO REMAIN UNHARMED. REMOVE EXISTING MECHANICAL UNITS, HEATING, COOLING, AND VENTILATING DUCTWORK, AND ASSOCIATED ELEMENTS. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING ELECTRICAL WIRES, OUTLETS, CONDUITS, AND ASSOCIATED ELEMENTS. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. REMOVE EXISTING PLUMBING PIPES, FIXTURES, AND ASSOCIATED ELEMENTS. ALL MATERIALS SHALL BE REMOVED FROM

Scale

ARCHITECTS

Center for Optical Realities 1414 N First Ave. Tucson, AZ

DEMOLITION INTERIOR ELEVATIONS

NAAS

12 12

D1.02 100% SUBMISSION 12.08.06

LINE OF DEMARCATION INDICATING SCOPE OF WORK FOR DEMOLITION

4' - 0"

TO BE REMOVED

4 3

1 A3.01 D2.01

DEMO PLAN - TRUSSES 3/16" = 1'-0"

8' - 0"

TO REMAIN

41' - 4 5/8"

49' - 5 3/16" 4' - 2"

TO BE REMOVED

TO BE REMOVED TO REMAIN

8' - 0"

4' - 2" 8' - 0"

TO REMAIN

4' - 2"

D2.01 KEYNOTES TO BE REMOVED

TO BE REMOVED

7' - 5" 8' - 0"

TO REMAIN

14' - 4" TO REMAIN

TO REMAIN

9' - 9" 4

8. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND EXTENT OF ALL EXISTING SITE UTILITY SERVICES AND SHALL HAVE ALL UTILITIES BLUE STAKED PRIOR TO COMMENCEMENT OF WORK. 9. CONTRACTOR SHALL PLACE TEMPORARY BRACING BENEATH EXISTING WOODEN TRUSSES THAT SHALL RUN CONTINUOUSLY BENEATH ALL TRUSSES AFFECTED BY REMOVAL OF MATERIAL FOR PLACEMENT OF RAMP. BRACING MUST SUPPORT ENTIRE ROOF LOAD WITHOUT DEFLECTION. BRACING MUST BE IN PLACE BEFORE THE WORK COMMENCES.

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

6. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY. 7. ALL EXISTING STRUCTURES, VEGETATION, AND LANDSCAPE NOT IDENTIFIED FOR DEMOLITION OR ALTERATION SHALL REMAIN INTACT AND IN CONDITION CONSISTENT WITH THAT EXISTING PRIOR TO COMMENCEMENT OF WORK. DAMAGE INCURRED TO EXISTING STRUCTURES AND LANDSCAPE SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE OF OWNER.

TO BE REMOVED

TO REMAIN

TO REMAIN 33' - 2 5/8"

33' - 2 5/8"

TO BE REMOVED

14' - 0 3/4" TO REMAIN

18' - 4 31/32"

26' - 8"

35' - 3 13/16"

TO REMAIN

41' - 0 5/8"

TO REMAIN

41' - 0 5/8"

TO REMAIN

41' - 0 5/8"

TO REMAIN

41' - 0 5/8"

TO REMAIN

41' - 0 5/8"

TO REMAIN

41' - 0 5/8"

TO REMAIN

TO BE REMOVED

45' - 0 5/8"

TO BE REMOVED

49' - 4 5/8"

TO REMAIN 45' - 0 5/8"

49' - 4 5/8"

TO REMAIN

49' - 4 5/8"

TO REMAIN

49' - 4 5/8"

TO REMAIN

49' - 4 5/8"

TO REMAIN

4' - 0"

TO REMAIN

29' - 11 5/8"

25' - 3 5/8"

16' - 10 29/32"

TO REMAIN

4' - 0"

TO REMAIN

8' - 5" 14' - 3 5/8"

TO BE REMOVED

4' - 4"

TO BE REMOVED TO REMAIN 4' - 3 5/16" 9' - 9 1/2"

4' - 0"

TO BE REMOVED TO REMAIN

4' - 4" 4' - 0"

TO BE REMOVED TO REMAIN

4' - 4" 4' - 0"

TO BE REMOVED TO REMAIN

4' - 4" 4' - 0"

TO BE REMOVED TO REMAIN

4' - 4" 4' - 0"

TO BE REMOVED TO REMAIN

4' - 4" 4' - 0"

TO BE REMOVED TO REMAIN

4' - 4"

TO REMAIN

4' - 4"

TO REMAIN

TO BE REMOVED

2' - 8 1/2" 2' - 8 3/4" 2' - 8 3/4" 2' - 9 5/8" 2' - 7 11/32" 2' - 10 1/16"

TO BE REMOVED

2' - 9"

TO REMAIN

2' - 6 5/32" 2' - 8 3/4" 2' - 8 3/4" 2' - 8 3/4" 2' - 8 3/4" 2' - 8 3/4" 2' - 8 3/4" 2' - 8 3/4" 2' - 7 31/32" 2' - 8 3/4" 2' - 8 3/4"

8' - 0"

2' - 10"

TO REMAIN

2' - 8"

TO BE REMOVED 4' - 0"

2' - 10"

TO REMAIN

2' - 10"

1 ALL ROOF FRAMING AND DECKING SHALL REMAIN IN 1414 STRUCTURE EXCEPT WHERE INTERVENTION IS REQUIRED TO ALLOW ACCESS FOR GALLERY RAMP. REFER TO DEMOLITION TRUSS DIAGRAM TO DETERMINE LOCATION OF INTERVENTION AS IT WILL BE REQUIRED. 2 REMOVE ALL ROOF FRAMING AND DECKING IN 1412 STRUCTURE. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 3 REMOVE EXISTING ALUMINUM AWNING STRUCTURE OF 1412 WHERE LOADING DOCK WILL EXIST. ALL MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 4 EXISTING ALUMNIUM AWNING STRUCTURE OF 1414 AND 1412 TO REMAIN. 5 EXISTING CONCRETE SIDEWALK LOCATED ON WEST PERIMETER SHALL REMAIN. 6 REMOVE EXISTING SHRUB AND ROOT STRUCTURE. 7 EXISTING PALO VERDE TREE TO REMAIN. 8 REMOVE EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES AND UNITS.

Scale As indicated

EXISTING BUILDING

Center for Optical Realities 1414 N First Ave. Tucson, AZ

ELEMENTS TO BE DEMOLISHED AND REMOVED FROM SITE. REFER TO DESCRIPTIVE NOTES FOR SPECIFIC DIRECTION

GENERAL NOTES:

STRUCTURAL STABILIZATION DEATILS

EXTENT OF AREA TO BE CLEARED AND GRUBBED. REFER TO DESCRIPTIVE NOTES FOR SPECIFIC DIRECTION

NAAS

KEY LEGEND

D2.01 100% SUBMISSION 12.08.06

108' - 6"

23' - 9 27/32"

9' - 10"

16' - 6 21/32"

68' - 0"

ESS

2410'

ESS

2411'

3 4 1

82' - 9 21/32"

2409'

ESS

EG DN

ESS

C0.00 KEYNOTES 1 PARKING LOT TO BE USED AS STAGING AREA DURING CONSTRUCTION 2 LOCATION FOR TRASH REMOVAL RECEPTACLE DURING CONSTRUCTION 3 EXISTING STORM SEWER CLEANOUT TO BE MAINTAINED FOR DRAINAGE OFF WEST FACING SLOPE OF ROOF 4 PERFORATED PVC DRAIN PIPE RUNS CONTINUOUSLY ALONG EASTERN WALL AT 1/4" PER LINEAR FOOT SLOPE DOWN TO NORTH. PIPE TERMINATES AT EXISTING PALO VERDE TREE AND WATER IS GATHERED IN BASIN AROUND TREE. FOUNDATION IS TO BE WRAPPED IN WATER BARRIER MEMBRANE AND LINED WITH GRAVEL ON OUTSIDE TO PREVENT BUILD UP AND PENETRATION. 5 ELECTRIC SERVICE EXISTING LOCATION TO BE UTILIZED FOR NEW ELECTRIC SERVICE. EXACT SIZE AND LOCATION OF NEW SERVICE ENTRY TO BE FIELD VERIFIED BY BOTH ARCHITECT AND ELECTRICAL CONTRACTOR. 6 EXISTING MEXICAN PALO VERDE TO REMAIN A NW PARCEL CORNER MARKER. SET CONCRETE SCREW AND TAG ON TOP OF CURB. B NE PARCEL CORNER MARKER. ALUMINUM CAPPED REBAR IN PAVEMENT READING "RLS #26932" C SE PARCEL CORNER MARKER. CONCRETE NAIL THROUGH TAG IN ADJACENT BUILDINGS WALL D SW PARCEL CORNER MARKER. STAINLESS STEEL TAG AND 60D NAIL IN PAVEMENT READING 'RLS #26932"

NSS EG

2408'

ESS

NSS

EXTENT OF CONSTRUCTION

ESS

EXTENT TO REMAIN

ESS

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS AND SUBCONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 6. DRAINAGE FLOW PATTERNS AND VOLUMES ARE BASED ON THE MAXIMUM 1- HOUR STORMWATER EVENT FOR BUILDING LOCATION IN THE WESTERN UNITED STATES AS STIPULATED IN THE 2006 EDITION OF THE INTERNATIONAL PLUMBING CODE: FIGURE 1106.1. 3" PER HOUR X 1 SQUARE FOOT AREA [144 IN SQ] = 432 CU IN = 1.7 GALLONS PER SA. FOOT AREA 7. ALL DRAIN SIZES TO BE SIZED FOR CALCULATED VOLUME OFF COLLECTION AREA AT MAXIMUM STORMWATER EVENT CAPACITY. APPROPRIATE MEASURES ARE TO BE TAKEN TO PREVENT INFILTRATION OF EITHER SILT OR PLANT ROOTS INTO ANY DRAINAGE SYSTEM. DESCRIPTIVE NOTES:

2407'

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES:

22' - 0"

EXTENT TO REMAIN

EXTENT OF CONSTRUCTION

ESS

2412'

EXISTING ELECTRICAL SUPPLY

NEW ELECTRICAL SUPPLY

EXISTING GAS SERVICE

NEW GAS SERVICE

ESS

EXISTING SANITARY SEWER

NSS

NEW SANITARY SEWER

EXISTING DOMESTIC WATER SUPPLY

NEW DOMESTIC WATER SUPPLY

2406'

ESS

EXTENT OF CONSTRUCTION PARCEL BOUNDARY STREET FRONTAGE LINE DRAINAGE PATTERN AND DIRECTION ARROW TOPOGRAPHY LINE 1 A3.01 C1.00

Site 1" = 10'-0"

WHEEL PATH FOR TRACTOR TRAILER

Scale As indicated

SITE PLAN

ESS

79' - 6 3/8"

SITE SYMBOL LEGEND

C1.00 100% SUBMISSION 12.08.06

GENERAL NOTES:

4 A1.01 A6.01

6' - 6 7/8"

18' - 2 1/4"

16' - 11 1/4"

14' - 4 1/2"

8' - 8 1/32"

17' - 6 3/4"

6' - 6"

10' - 10 3/4"

17' - 4 7/8"

6' - 6"

23' - 1 31/32"

A3.02 -

A1.01 ---

02 25 19.13

A1.01 ---

North

1 4

A4.03 A1.01 A6.01

A1.01 A4.04

102

1' - 5 5/32"

3' - 4 7/8"

A1.01 A8.01

7' - 6 7/16"

6' - 7 5/8"

12' - 11 19/32"

A1.01 A8.01

EXTENT OF CONSTRUCTION

3' - 4 7/8"

VIEWING ROOM

ELEVATED GALLERY

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS. 11' - 6"

1 A1.01 A4.02

51' - 0 25/32"

02 25 19.13

5' - 0"

06 73 13

ENTRY CORRIDOR

MAIN GALLERY 6

EXISTING TO REMAIN

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

3 5' - 0"

6 1 3

A1.01 A10.02

5' - 2 1/4"

8' - 5 1/32"

103

4' - 9 7/32"

2 A1.01 A8.01

5' - 6"

RECEPTION

7 10 10

109

4 WH

A1.01 A8.01

4 104

OFFICE

03 31 13

MENS

WOMENS

A1.01 A6.01

107

A1.01 A9.01

1 108

A1.01 A6.01

2 DN

1 2 A1.01 A7.01 A4.01

106

DOCK RAMP

25' - 6 1/2"

ENTRY PLATFORM

105

LOADING / STORAGE

2 6

3 4

ARCHIVE

DIORAMA

03 31 13

29' - 4 3/4"

2' - 8 1/8"

3 2 101

3' - 5 3/4"

A1.01 KEYNOTES 1 SHADE SCREEN DONE BY CONTRACTOR SEE SHEET XX.XX FOR DETAILS 2 POURED CONCRETE RAMP WITH 12" THICK FOUNDATION WALLS POURED ON SITE 3 CUSTOME RAILING PROVIDE BY MANUFACTURE INSTALLED BY CONTRACTOR 4 RAMP CONSTRUCTION SHALL BE DONE BY CONTRACTOR SEE XX.XX SHEET FOR DETAILS 5 ELEVATED GALLERY SHALL BE FLUSH TO RAMP DECK. GAP SHALL NOT EXCEED 1/16" 6 WALL SHALL MAINTAIN A HIEGHT OF 4' ABOVE TOP OF RAMP DECK 7 WALL STORAGE FOR MO-BI-FOLDING DISPLAY PANNELS 8 INTERIOR EXISTING CONCRETE SHALL BE RESURFACED AND TILIED WITH 1"THICK 24" X 48" POLISHED TRAVERTINE AS SPECIFIED 9 EXTERIOR EXISTING CONCRETE SHALL BE RESURFACED 10 EXISTING WALL SHALL BE TESTED BY CONTRACTOR FOR STRUCTURAL STABILITY WITH MASON BORE TEST. 1 SHADE SCREEN DONE BY CONTRACTOR SEE SHEET XX.XX FOR DETAILS 2 POURED CONCRETE RAMP WITH 12" THICK FOUNDATION WALLS POURED ON SITE 3 CUSTOME RAILING PROVIDE BY MANUFACTURE INSTALLED BY CONTRACTOR 4 RAMP CONSTRUCTION SHALL BE DONE BY CONTRACTOR SEE XX.XX SHEET FOR DETAILS 5 ELEVATED GALLERY SHALL BE FLUSH TO RAMP DECK. GAP SHALL NOT EXCEED 1/16" 6 WALL SHALL MAINTAIN A HIEGHT OF 4' ABOVE TOP OF RAMP DECK 7 WALL STORAGE FOR MO-BI-FOLDING DISPLAY PANNELS 8 INTERIOR EXISTING CONCRETE SHALL BE RESURFACED AND TILIED WITH 1"THICK 24" X 48" POLISHED TRAVERTINE AS SPECIFIED 9 EXTERIOR EXISTING CONCRETE SHALL BE RESURFACED 10 EXISTING WALL SHALL BE TESTED BY CONTRACTOR FOR STRUCTURAL STABILITY WITH MASON BORE TEST.

3' - 6" 110

2 UP

EXTENT OF CONSTRUCTION

EXISTING TO REMAIN

3 3

A1.01 A6.01

A1.01 A11.02

23' - 6 1/4"

1 A3.01 A1.01

Ground Level 3/16" = 1'-0"

18' - 1 1/2"

11' - 9 3/4"

16' - 7 3/4"

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

02 25 19.13 03 31 13 06 73 13

MATERIAL NOTES Masonry Assessment Drilling Heavyweight Structural Concrete Composite Structural Decking

Scale 3/16" = 1'-0"

ARCHITECTS

De 76' - 8 1/8"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

GROUND FLOOR

NAAS

A1.01 100% SUBMISSION 12.08.06

Fe GENERAL NOTES:

17' - 4 15/32"

4' - 11 1/4"

30' - 8"

7' - 3 3/8"

38' - 0 25/32"

7' - 3 3/8"

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS. 7. PLAN CUT LINE IS TAKEN AT 16'-0"

A1.02 KEYNOTES

7' - 3 3/8"

1 2 3

7' - 3 3/8"

4 6

5 6

3n 7

7 9' - 0"

7' - 3 3/8"

203 1

7' - 3 3/8"

1 2

4' - 2 31/32"

0' - 3 13/16"

2 A1.02 A11.02

3 4

5 6 1

OPENING IN ROOF GIVEN FOR RAMP HEADWAY. CUT AWAY TRUSS HIEGHTS SHALL BE MAINTAINED BY CONTRACTOR. PREFABRICATED STADIUM SEATING ASSEMBLED BY CONSTRACTOR SEE XX.XX SHEET FOR DETAILS PROJECTOR SCREEN ASSEMBLED BY CONTRACTOR BY SPECIFICATION MANUAL DOOR SHALL HAVE FLOOR LOCKS INSTALLED IN THE OPEND POSITION BY CONTRACTOR AFTER MARKET SCRATCH RESISTANT GRADE GLAZING TO BE INSTALLED CONTINIOUS RAILING USED FOR STAIRS, LANDINGS, AND PLATFORMS SEE XX.XX SHEET FOR DETAILS REINFORCED FLASHING STRIP INSTALLED BY CONTRACTOR AT EXTERIOR BASE OF PROJECTION ROOM OPENING IN ROOF GIVEN FOR RAMP HEADWAY. CUT AWAY TRUSS HIEGHTS SHALL BE MAINTAINED BY CONTRACTOR. PREFABRICATED STADIUM SEATING ASSEMBLED BY CONSTRACTOR SEE XX.XX SHEET FOR DETAILS PROJECTOR SCREEN ASSEMBLED BY CONTRACTOR BY SPECIFICATION MANUAL DOOR SHALL HAVE FLOOR LOCKS INSTALLED IN THE OPEND POSITION BY CONTRACTOR AFTER MARKET SCRATCH RESISTANT GRADE GLAZING TO BE INSTALLED CONTINIOUS RAILING USED FOR STAIRS, LANDINGS, AND PLATFORMS SEE XX.XX SHEET FOR DETAILS REINFORCED FLASHING STRIP INSTALLED BY CONTRACTOR AT EXTERIOR BASE OF PROJECTION ROOM

18' - 8"

7' - 3 3/8"

A1.02 A9.02

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

1 A3.01 A1.02

FIRST LEVEL 3/16" = 1'-0"

18' - 2 1/4"

202 3

5' - 0"

5' - 3 3/4"

20' - 0"

5' - 3 1/2"

Scale 3/16" = 1'-0"

6' - 6 7/8"

4 201

FIRST FLOOR

6' - 1 9/32"

7' - 3 15/32"

3' - 9 1/2" 0' - 6" 3' - 2"

7' - 3 3/8"

A1.02 A7.01

A1.02 100% SUBMISSION 12.08.06

Fe GENERAL NOTES:

4 A1.01 A6.01

18' - 4 1/4"

16' - 5 1/2"

16' - 2 1/4"

16' - 5 1/2"

17' - 0"

15' - 0"

SLOPE 1/4" PER 1"

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY. 8. THE ROOF OF THE CENTER FOR OPTICAL REALITIES SHALL NOT DRAIN ONTO EXISTING ROOF SURFACES. 9. ALL ROOF AND SECONDARY STRUCTURE OF THE CENTER FOR OPTICAL REALITES SHALL BE OF STEEL CONSTRUCTION.

3 A1.01 A10.02

2 A1.02 A10.02

A1.03 KEYNOTES

1/4" PER 1" SLOPE

16' - 0" 1

15' - 0"

4r 26' - 3 29/32"

A1.01 A7.01

A1.02 A7.01

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

FLASH MOUNTED 4"X6" HOPPER ROOF DRAIN WITH DEBRE SCREEN INSTALLED BY CONTRACTOR TO CONNECT TO EXISTING INTERNAL WALL DRAINAGE

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

3 A1.01 A6.01

1 A3.01 A1.03

ROOF 3/16" = 1'-0"

Scale 3/16" = 1'-0"

ROOF PLAN

10' - 6"

A1.03 100% SUBMISSION 12.08.06

Fe GENERAL NOTES:

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS. 1

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK

8. PLAN CUT LINE IS TAKEN AT 4'-0" A2.01 KEYNOTES

1 ALL CUTS IN TRUSSES ARE TO FOLLOW THE PATH OF THE RAMP SPECIFIED ON PAGE D2.01. EACH CUT IS TO BE SITE VERIFIED BASED ON THOSE DIMENSIONS. EACH TRUSS SHALL BE BRACED TEMPORARILY DURING REMOVAL OF TRUSS MATERIAL AND PERMANENTLY FOLLOWING THOSE STRUCTURAL MODIFICATIONS. 2 DROPPED CEILING WITH RECESSED LIGHTING INSTALLED. THIS DROPPED SURFACE SHALL BE TREATED SO AS TO INSURE THAT ALL MECHANICAL EQUIPMENT IS HIDDEN BEHIND IT. THE TRUE LENGTH OF THE MATERIAL SHALL BE SITE VERIFIED IN ORDER TO INSURE THAT THE PLANE RUNS THE LENGTH OF THE GALLERY AND SEALS AGAINST EACH WALL. 3 DECKING AND TRUSSES TO REMAIN EXPOSED IN THIS SPACE. 4 INSULATED CEILING TO FOLLOW 1/8" ANGLE OF THEATER SEATING ABOVE. 5 DIORAMA SPACE TO REMAIN OPEN TO THE ELEMENTS. 6 CIELING HEIGHT AT 8' 0"

DUPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED

GFC

6 SD

Center for Optical Realities 1414 N First Ave. Tucson, AZ

DUPLEX: GROUND FAULT INTERRUPTER 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED QUADPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED

TELEPHONE JACK: 15" OFF FINISHED FLOOR, UNLESS OTHERWISE NOTED WALL MOUNTED LIGHTING FIXTURE

EMERGENCY EGRESS WALL MOUNTED LIGHTING RECESSED DOWNLIGHT

SWITCH: SINGLE- CL 50" OFF FINISHED FLOOR UNLESS OTHERWISE NOTED

SMOKE DETECTOR EXHAUST FAN RECESSED SIDE LIGHTING

EMERGENCY EGRESS RECESSED LIGHTING DIRECTIONAL HALOGEN LAMP ILLUMINATED EMERGENCY EXIT SIGNAGE ELECTRICAL PANEL

Scale 3/16" = 1'-0"

REFLECTED CEILING PLAN

JUNCTION BOX

1 A3.01 A2.01

FIRST LEVEL 3/16" = 1'-0"

A2.01 100% SUBMISSION 12.08.06

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY. 7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY. 8. NORTH FACADE AND EAST FACADE TO BE PRESERVED.

WESTER ELEVATION PERSPECTIVE

A3.01

2 A3.01

West 1/8" = 1'-0"

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

ROOF TOP 27' - 0"

TOP OF SHADE CANOPY 20' - 0"

SKYLINE TERRACE 18' - 4 1/4"

SECOND LEVEL 16' - 0"

FIRST LEVEL 10' - 6"

Ground Level 0' - 0"

1 A3.01

WEST ELEVATION - NO SHADE SCREEN 1/8" = 1'-0"

Scale 1/8" = 1'-0"

WEST BUILDING ELEVATION

Center for Optical Realities 1414 N First Ave. Tucson, AZ

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUBBIDDERS, CONTRACTORS AND SUB-CONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK

NAAS

GENERAL NOTES:

A3.01 100% SUBMISSION 12.08.06

NORTH ANS EAST ELEVATION PERSPECTIVE

A3.02

TOP OF MASONARY PARAPET 16' - 0" Truss Base 10' - 0"

Ground Level 0' - 0"

North 1/8" = 1'-0"

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

NORTH AND EAST BUILDING ELEVATION

ROOF TOP 27' - 0"

A1.01 A3.02

ARCHITECTS

2 A3.02

East 1/8" = 1'-0"

Scale 1/8" = 1'-0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES:

A3.02 100% SUBMISSION 12.08.06

5 7

1 8

3 4 5 6 2

TRANSVERS BUILDING SECTION A PERSPECTIVE

7 8 9 10 11

A4.01

12 13 14 15

A4.01 KEYNOTES SHADE CANOPY SHALL BE COSTRUCTED BY CONTRACTOR ON SITE SEE SHEET XX.XX FOR DETAILS EXISTING ROOF SLOPE OVER GALLERY SPACE TO BE MAINTAINED UPON REFITTING WITH NEW SHEAR/MEMBRANE ASSEMBLY. DOCUMENTED ROOF SLOPES TO BE FIELD VERIFIED BY CONTRACTOR TO ENSURE PROPER DRAINAGE ON BOTH EAST AND WEST SIDE OF BUILDING. DRAOP CEILING TO BE ADDED 1" BELOW BOTTOM TRUSS LEVEL. SKY TERRACE TO COVER EXTERIOR RAMP EXISTING NON-DIMENSIONAL LUMBER WOOD TRUSS, SEE SHEET D1.01-D2.01 FOR DETAILS 12" STRUCTURALY INSULATED PANNEL. 3/4" PLY WOOD WITH 10" OF BOR INSULATION, 3/4" PLY WOOD. WEATHER ROOFING MATERS SEE SPECIFICATIONS RAILING SEE SPEC'S FOR DETAILS EXISTING WALL ACCESS DOOR FOR PROJECTIOR CRAWL SPACE TRANSPARENT PROJECTOR PHASE SCREEN BREAK RELEASE PANNEL TO COMPLY WITH CRAWL SPACE EGRESS AS PER IBC 2006 RUBBER VIBRATION GASGAT SHALL BE USED TO REDUCE VIBRATION OF INSTALLED GLAZING ALL END MULLIONS ARE STRUCTURAL TO SUPORT WEIGHT OF RAMP SEE ENGINEERING NOTS FOR DETALS SEE SHEET XX.XX FOR RAILING DETAILS ALL ROOF DRAINAGE SHALL CONNECT TO EXISTING DRAINAGE FLOW UNDER THE BUILDING BUILDING OUT THE THE WASH CORRIDOR

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES: 6

Scale 1/4" = 1'-0"

TRANSVERS BUILDING SECTIONS

A1.02 A7.01

A4.01 1 A1.01 A4.01

TRANSVERS BUILDING SECTION A 1/4" = 1'-0"

100% SUBMISSION 12.08.06

TRANSVERSE BUILDING SECTION B PERSPECTIVE

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

TRANSVERS BUILDING SECTIONS

A4.02

1 A1.01 A4.02

TRANSVERSE BUILDING SECTION B 1/4" = 1'-0"

Scale 1/4" = 1'-0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES:

A4.02 100% SUBMISSION 12.08.06

ROOF TOP 27' - 0"

TOP OF SHADE CANOPY 20' - 0" SKYLINE TERRACE 18' - 4 1/4" OF 3 TOP A1.01 A6.01 MASONARY PARAPET SECOND LEVEL 16' - 0" Truss Top 14' - 10"

FIRST LEVEL Truss10' Base - 6" 10' - 0"

4 A1.01 A6.01

Ground Level 0' - 0"

1 A1.01 A4.03

LONGITUDINAL BUILDING SECTION A 1/4" = 1'-0"

ARCHITECTS

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555 Scale 1/4" = 1'-0"

LONGITUDINAL BUILDING SECTION A PERSPECTIVE

A4.03

Center for Optical Realities 1414 N First Ave. Tucson, AZ

LONGITUDINAL BUILDING SECTIONS

NAAS

GENERAL NOTES:

A4.03 100% SUBMISSION 12.08.06

LONGITUDINAL BUILDING SECTIONS B PERSPECTIVE

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

LONGITUDINAL BUILDING SECTIONS

A4.04

1 A1.01 A4.04

Scale 1/4" = 1'-0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUBBIDDERS, CONTRACTORS AND SUB-CONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.

NAAS

GENERAL NOTES:

A4.04 LONGITUDINAL BUILDING SECTION B 1/4" = 1'-0"

100% SUBMISSION 12.08.06

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

GENERAL NOTES:

NAAS

ROOF DRAINAGE AT PARAPIT WALL 3" = 1'-0"

1 2 3 4 5 6 7 8 9 10 11 12

ROOF ASSEBLAGE DIAGRAM 3" = 1'-0"

ROOF DETAILS

A5.01 KEYNOTES BUILT-UP BITUMINOUS ROOFING. SEE SPEC SHEET FOR DETAILS FELT MEMBRAIN UNDER ABS ROOFING 3/4" FORMALDEHYDE TREATED PLYWOOD 10" RIDGID INSULATION R-VALUE 36 OR GREATER 3/4" SANDED BIRCH PLYWOOD CAST STONE CAP EXISTING PARAPIT WALL ALUMINUM DRAIN SEE SPEC SHEET FOR DETAILS FLASHING 1/4" NAILER PLATE TREATED WOOD BLOCKING 2x10 TREATED BLOCKING

ROOF SECTION 3" = 1'-0"

Scale 3" = 1'-0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

A5.01 100% SUBMISSION 12.08.06

DESCRIPTION

EXTERIOR 1

GENERAL NOTES:

EXISTING BRICK WALL INTERIOR EXTERIOR

2 INTERIOR EXTERIOR 3 EXTERIOR INTERIOR 4 INTERIOR EXTERIOR 5 EXTERIOR

FINE PAT STUCCO SMOOTH FINISH 3/4" OSB VAPOR BARRIOR MTL. STUDS 16" O.C. WITH R13 BATT INSULATION 3/4" GYP BOARD

11 12

FINE PAT STUCCO SMOOTH FINISH 3/4" OSB MTL. STUDS 16" O.C. 3/4" OSB FINE PAT STUCCO SMOOTH FINISH

3/4" GYP BOARD MTL. STUDS 16" O.C. WITH R13 BATT INSULATION 3/4" GYP BOARD FINE PAT STUCCO SMOOTH FINISH 3/4" OSB MTL. STUDS 16" O.C. 3/4" OSB FINE PAT STUCCO SMOOTH FINISH 14

EXTERIOR CONCRETE LATERAL LOAD RESISTANT

EXTERIOR 15

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

SECTION DETAIL

ARCHITECTS

MARK TYPE

NAAS

WALL SCHEDULE

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

A6.01 KEYNOTES 1

1 2 3 4 5 6 7 8 9 10 11

12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

20 21

3/8" x 3" WOOD ANCHOR SCREWS NUT HEAD SEE WALL LEDGEND FOR BUILD DETAIL BATT INSULATION R13 VALUE 3/8" x 3" CONCRETE ANCHOR RAM HEAD HEADER WITH VAPOR BARRIOR WRAP ON BOTH ENDS MID BLOCK AT 8' WALL VENT TO RELEASE MOISTURE VINYL 6MILL MOITURE BARRIOR BUILDING PAD PROJECTOR SCREEN ROLL MAX. SEE SPECS FOR FUTHER DETAILS 1 1/2" ALUMINUM SHELF ANCHORED TO EXISTING WALL AND SCREEN FRAME PARTEC FRAME TO BE INSTALLED BY CONTRACTOR 3/4" CONCRETE BOARD 4' X 4' INSTALATION 2" ALUMINUM BLOCKING AT 4' GRID EXISTING WALL TO REMAIN WEIGHTED 8 MILL SCREEN 1 1/2" THICK FINISH QUALITY GRADE CONCRETE GB 10 HANGER WALL TYP. 5 GLAZING SEAL MULLION SEAL FRAME STRUCTURAL RAMP LOADED MULLION COLUMN 1/2" PLEXITEC LIGHT CAPTURE PROJECTOR GLAZING ANTI-GLARE 1/2" GLAZING MULLION BLOCKING MULLION BASE GLAZING BASE

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

17 1

2 26

4 7 4

8 9

4 A1.01 A6.01

RAMP WALL DETAIL 1" = 1'-0"

1 A1.01 A6.01

INTERIOR PARTITION WALL SECTION TYP. 1" = 1'-0"

2 A1.01 A6.01

DIORAMA WALL SECTION TYP. 1" = 1'-0"

3 A1.01 A6.01

PROJECTOR WALL 1" = 1'-0"

Scale 1" = 1'-0"

WALL SECTIONS

A6.01 100% SUBMISSION 12.08.06

12 13 14

15 16 17

A7.01 KEYNOTES

3 A7.01

EXISTING BUILDING AND TRUSS SECTION 1 1/2" = 1'-0"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

17 18 19

SECTION DETAILS

1 A1.02 A7.01

RAMP SKYLIGHT SECTION 1 1/2" = 1'-0"

ALUMINUM MITER CAP AND GLAZING FRAME ALUMINUM MITER JOINT AND GLAZING FRAME 1" ANTI-GLARE GLAZING AEROGEL SCREENED 1 1/2" x 5" ALUMINUM FRAMING ALUMINUM JOINT AND GLAZING FRAME RAMP RAILING SEE SHEET XX.XX FOR DETAILS ALUMINUM BASE AND GLAZING FRAME RAMP SEE SHEET XX.XX FOR DETAILS 1 1/2" HIGH GRADE CONCRETE FINISH. WIRE MESH AT 4" X 4" SET AT 3/4 THROUGH POUR 8 MILL MOISTER BARIOR 3/4" PLY WOOD ATTACHED TO SIP 10 1/2" RIGID ISULATION AS PART OF SIP. R-VALUE 32 2 X 10 DIMINSIONAL LUMBER 1/2" MASON ANCHORS 3/4" PLY WOOD ATTACHED TO SIP SAND AND SEAL WOOD SURFACES WITH CLEAR SEALANT. SEE SPECS FOR DETAILS EXISTING TRUSS EXISTING ANCHOR PLATE 2" X 10' DRAIN FOR DELVERY DOCK RAMP TO CONNECT TO EXISTING STORM DRAIN EXISTING STORM DRAIN

2 A1.01 A7.01

RAMP DRAIN DETAIL 1" = 1'-0"

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555 Scale As indicated

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

ARCHITECTS

9 10

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES:

A7.01 100% SUBMISSION 12.08.06

1 A1.01 A8.01

Callout of Elevated Gallery Ramp 1/2" = 1'-0"

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

GENERAL NOTES:

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY. Callout of Ground Level 1/2" = 1'-0"

A8.01 KEYNOTES

1 ELECTRIAL CONTROL ROOM 2 CUSTOM MILLED DESK FOR RECEPTION AREA 3 NORTHEAST RAMP LANDING TO BE AT THE SAME ELEVATION FROM FFE AS ELEVATED GALLERY PLATFORM TO PROVIDE ACCESS TO THE ELEVATED GALLERY PLATFORM. 4 ACCESS TO STORAGE SPACE AND DUCTWORK PROVIDED THROUGH MOVEABLE WALL PANEL. NO HARDWARE, INCLUDING HANDLES, SHALL EXTEND BEYOND FINISHED FACE OF WALL PANEL SO AS NOT TO INHIBIT PLACEMENT OF ARTWORK.

2 A1.01 A8.01

Callout of Reception 1/2" = 1'-0"

4 A1.01 A8.01

Callout (2) of Ground Level 1/2" = 1'-0"

Scale 1/2" = 1'-0"

PLAN DETAILS

3 A1.01 A8.01

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

A8.01 100% SUBMISSION 12.08.06

3' - 6"

5' - 10 7/8"

3' - 11 3/4"

2' - 0"

4 104

105

1' - 10"

6 1' - 10"

2 2 3

4 10

WOMENS 4

OFFICE

2' - 2 1/2"

6' - 11 1/2"

MENS

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

107

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

2' - 0"

2' - 8 1/2"

1' - 8"

ARCHITECTS

19' - 7 1/2"

NAAS

GENERAL NOTES:

Callout of Rest Room and Office 1/2" = 1'-0"

8' - 0"

3' - 8"

3' - 5 3/4"

11' - 9 3/4"

A9.01 KEYNOTES 4' X 12' MIRROR POLISHED STAINLESS STELL TO BE SET AT 4' - 6" FROM FLOOR AND CENTERED OF RESTROOM DOORS 2 2' X 3' TRAVERTINE TITLE FINISH WRAP AROUND WALLS TO CEILING 3 DELTA MODEL 234RA WALL MOUNTED VANITY 4 ADA 3' GRIPS 5 DELTA MODEL DF5486 WALL MOUNTED TOILET 6 DYSON MODEL 2349830 WALL MOUNTED SANITARY HAND DRYER 7 2' X 3' MIRROR POLISHED STAINLESS STEEL PANNEL TO BE SET CENTERED 2" ABOVE VANITY 8 24" X 24" BLACK SUNSET LAVA TILE TO LINE UP WITH WALL GROUT LINE 9 2" FLOOR DRAIN 10 KINSTON MODEL DI658252 DRINKING FOUNTAIN

Scale 1/2" = 1'-0"

1 A1.01 A9.01

2' - 11 3/4"

ENLARGED FLOOR PLAN - REST ROOM

5' - 0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

A9.01 100% SUBMISSION 12.08.06

1' - 0"

5' - 2"

0' - 1 3/4"

20' - 0"

0' - 1 1/2"

5' - 2"

Loading/Storage and Rest Rooms 1/4" = 1'-0"

1' - 1 11/16"

E1.02 A9.02

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY. DN

1 2 3 4

A9.02 KEYNOTES PROJECTOR SCREEN CRAWL SPACE UNDER STADIUM SEATING PROJECTOR ROOM STADIUM SEATING

Center for Optical Realities 1414 N First Ave. Tucson, AZ

A9.02 A9.02

4' - 6"

ARCHITECTS

NAAS

GENERAL NOTES:

1' - 11"

A9.02 A9.02

Callout of Loading/Storage and Rest Rooms 3/4" = 1'-0"

1 A1.02 A9.02

Callout of FIRST LEVEL 3/8" = 1'-0"

Scale As indicated

ENLARGED FLOOR PLAN - THEATER

0' - 8 15/16"

0' - 6 27/32"

4' - 0"

A9.02 100% SUBMISSION 12.08.06

SHADE CANOPY SCHEDULE

COLUMN BASES

COLUMN WALL CAPS

COLUMN ELBOWS

COLUMN STRUTS

SOLAR PLEX SCREENS

114

MUILLIONS

275

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS AND SUBCONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.

ARCHITECTS

GENERAL NOTES:

NAAS

SHADE CANOPY - INTERIOR PERSPECTIVE

A10.01

Center for Optical Realities 1414 N First Ave. Tucson, AZ

COLUMN I 1/8" = 1'-0"

Sj A10.01

COLUMN J 1/8" = 1'-0"

Sk A10.01

COLUMN K 1/8" = 1'-0"

3/32"

Sl A10.01

0° 6.6

COLUMN L 1/8" = 1'-0"

11' - 8

6° 7.2

Scale As indicated

11' - 4"

7° 7.9

SHADE SKIN SYSTEM

1/32" 1' - 4

1/2" A10.01

10' - 5

1/4"

/4" 9' - 7 1

1/2" 9' - 2

5/8"

3/4"

130.51°

130.68° 1/4"

130.65°

3/16 " 7' 2

10' 0

° 123.56

COLUMN H 1/8" = 1'-0"

6.5 3

" 1/4

A10.01

8° 8.7 10

0 7' -

14 6.0 5°

COLUMN G 1/8" = 1'-0"

3/8"

124.67

A10.01

5.7 5

125.72°

2" 31/3

COLUMN F 1/8" = 1'-0"

9° 9.5 10

8' - 2 167.40 °

166.74 °

126.70°

A10.01

14 5. 52 °

6' - 5 17/32"

7' - 11 "

3/4"

2" 13/3

9 0.4 11

165.99

127.61°

COLUMN E 1/8" = 1'-0"

9° 1.4

7' - 8

17/32 "

165.2 1°

6" 15/1

A10.01

128.42°

6' - 5 7/16"

6' - 4 3/4" 7' - 5

1/16 " 14 5. 45 °

6" 9/1

COLUMN D 1/8" = 1'-0"

5. 47 °

2 7' -

A10.01

164.2 2°

129.07°

3° 2.5

" 5/16

COLUMN C 1/8" = 1'-0"

7' - 3

11/3 2"

3 7' -

A10.01

129.71°

5° 3.7 11

14 5. 72 °

4" 7' -

COLUMN B 1/8" = 1'-0"

° 96 5. 14

A10.01

130.15°

0° 5.0 11

163.2 1°

162.0 3°

7/8"

1° 6.4 11

4 7' -

3/4"

COLUMN A 1/8" = 1'-0"

7' - 5

3/4"

A10.01

° 96 6.

7' - 6

° 73 7.

3/4"

0° 8.0

160 .84°

° 40 6. 14

7' - 7

7° 8.5 14

7' - 0

1/2"

6' - 4 3/4"

6' - 4 1/4"

6' - 4" 6' 9

5/32 "

1" 7' -

159 .48°

6' 7

0 7' -

158 .06 °

3/8 "

11/1

8' - 4

/4"

6' - 3 7/8"

6' - 3 1/2" 6' 4

1 7' -

1 56 .45

6' 2

1 7' -

154 .78 °

6' - 3 5/16"

6' - 3"

" 6' -

5' 10 1/2 "

SHADE STRUCTURE ELEVATION 3/16" = 1'-0"

8' - 0 "

6' - 2 11/16

6' - 2 3/8 "

A10.01

8' - 9

SHADE STRUCTURE PLAN VIEW 3/16" = 1'-0"

7' 7

1 A3.01 A10.01

A10.01 100% SUBMISSION 12.08.06

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY. 2 A1.02 A10.02

STORE FRONT WALL SECTION - WALL CONNECTION 3" = 1'-0"

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY. 8. NORTH FACADE AND EAST FACADE TO BE PRESERVED.

A10.02 KEYNOTES

1 2 3 4 5 7 8 9 10 3

3 A1.01 A10.02

1 A1.01 A10.02

STORE FRONT WALL SECTION 1" = 1'-0"

3 A1.01 A10.02

STORE FRONT WALL SECTION - BASE CONNECTION 3" = 1'-0"

ROOF DETAIL SEE SHEET A5.01 EXISTING WALL TO REAMAIN WINDOW DETAIL SEE SHEET 12.01 1/2" ROUND HEAD COUTER SUNK BOLT 1/4" SHEAR PLATING BOX 1/2" SOLAR PLEX GLAZING SEE SPECS FOR DETAILS 4 x 1 MULLION PIVOT ANCHOR WELD PLATE PIVOT ANCHOR BASE PLATE

ARCHITECTS

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555 Scale As indicated

Center for Optical Realities 1414 N First Ave. Tucson, AZ

1. THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF NAAS ARCHITECTS. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON THE COVER AND TITLE BLOCK. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING BY NAAS ARCHITECTS. 2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “G” SERIES (GENERAL INFORMATION AND DATA) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS AND SUBCONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITIES FOR ERRORS, OMISSIONS OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS. 3. ALL CONSTRUCTION, MATERIALS INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 EDITION AS WELL AS APPLICABLE STATE AND LOCAL CODES, TRADE ASSOCIATION STANDARDS AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY CITY OF TUCSON. 4. DO NOT USE SCALED DIMENSIONS, USE ONLY DIMENSIONS AS CALLED OUT, WHEN NO DIMENSION IS PROVIDED, CONSULT ARCHITECT BEFORE COMMENCING WORK. 5. ANY OMISSIONS OR CONFLICTS WITHIN THE DRAWINGS, NOTES OR DETAILS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.

SHADE SKIN SYSTEM DETAILS

GENERAL NOTES:

NAAS

2 A1.02 A10.02

A10.02 100% SUBMISSION 12.08.06

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY. A11.01 KEYNOTES

RAILING ISO VIEW

A11.01

4' - 0"

43' - 3 1/8" 2' - 10 31/32"

3' - 6"

4' - 0"

19' - 8 11/32"

4' - 0"

1 ELEVATED PLATFORM SHALL HOUSE MECHANICAL UNIT AND DUCTING FOR PROJECTOR CORRIDOR AND ABOVE PLATFORM 2 ELEVATED PLATFORM 3 PROJECTOR CORRIDOR TO REMAIL CHILLED AT 20 DEGREES CELCIUS 4 RAMP WIDTH SHALL BE CONSISTENT FOR ENTIRE LEGNTH OF RAMP 5 RAMP SHALL MAINTAIN A HEAD CLEARANCE OF 80" IN ACCORDANCE WITH CHAPTER 10 SECTIONS 1003.2 AND 1003.3 OF THE IBC 2006 EDITION. 6 RAMP SLOPE SHALL NOT EXCEED 1:20 AND MUST REACH HEIGHT FROM SEA LEVEL OF 2420.50. 7 WALLS SUPPORTING RAMP SHALL BE USED FOR GALLERY DISPLAY 8 1-1/2" DIAMETER STEEL HANDRAIL TREATED WITH ACCELERANT AND PROTECTIVE COATING SHALL BE WELDED TO ANGLED 1/4" DIAMETER STEEL ROD TREATED WITH ACCELERANT AND PROTECTIVE COATING. ANGLED 1/4" DIAMETER STEEL ROD SHALL BE WELDED PERPENDICULARLY TO BALASTER AT ONE END AND TO THE STEEL HANDRAIL AT THE OPPOSITE END. 9 1" THICK CLEAR TEMPERED GLASS INFILL PANELS SHALL BE PLACED WITH THE EDGE ALIGNED TO THE OUTER EDGE OF EACH BALASTER. PANELS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS UTILIZING DE-FLEX STAINLESS STEEL FASTENERS PLACED A MAXIMUM OF 10" O.C. VERTICALLY. THE MINIMUM DISTANCE BETWEEN THE VERTICAL EDGE OF THE GLASS PANELS AND THE CENTER OF THE FASTENERS SHALL BE 1". THE MINIMUM DISTANCE BETWEEN HORIZONTAL TERMINATION EDGES AND THE CENTER OF THE FASTENERS SHALL BE 2". EACH GLASS PANEL SHALL BE ATTACHED TO THE BALASTER MAINTAINING A CONSISTENT QUANTITY AND LOCATION OF FASTENERS.

4' - 0"

" 31/32

3' - 6"

0' - 4"

2' - 10

0' - 4"

7.8 7

" 23/32

29' - 9 5/8"

31' - 8

31' - 3 5/8"

2' - 0" 7.8 7

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

2' - 0"

4' - 0"

2' - 10 " 31/32

64' - 10 3/4"

1:20 SLOPE

Center for Optical Realities 1414 N First Ave. Tucson, AZ

NAAS

GENERAL NOTES:

2' - 10 31/32"

9' - 2 1/4"

4' - 0"

6 A3.01 A11.01

RAMP 1/8" = 1'-0"

4 A11.01

RAILING ELEVATION 1" = 1'-0"

8° .3

Scale As indicated

RAMP DETAILS

3' - 6"

3' - 5 3/8"

A11.01 100% SUBMISSION 12.08.06

3' - 0"

3' - 11"

0' - 10"

2' - 10"

EAST EGRESS STAIRS 3/8" = 1'-0"

2' - 10"

2 A1.02 A11.02

WEST EGRESS STAIRS A1.01 A11.02 3/8" = 1'-0"

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

6' - 0 1/4"

8. NORTH FACADE AND EAST FACADE TO BE PRESERVED.

10' - 6"

1" 3' -

11"

3' - 7"

11'

3' -

1 A11.02

EAST EGRESS STAIRS

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

Scale 3/8" = 1'-0"

11' - 11"

10' - 2"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

ARCHITECTS

4' - 1 17/32"

EAGRESS STAIR DETAILS

11' - 6 3/4"

NAAS

GENERAL NOTES:

4 A11.02

Section 1 3/8" = 1'-0"

A11.02 100% SUBMISSION 12.08.06

MARK 101 102 103 104 105 106 107 108 109 201 202 203

TYPE A B C D D E D D B C C D

ROUGH HIEGHT

ROUGH WIDTH

FINISH HIEGHT

FINISH WIDTH

STYLE

7' - 2" 6' - 8" 6' - 6" 6' - 10" 6' - 10" 6' - 8" 6' - 10" 6' - 10" 6' - 8" 6' - 6" 6' - 6" 6' - 10"

8' - 2" 6' - 2" 6' - 2" 3' - 2" 3' - 2" 8' - 2" 3' - 2" 3' - 2" 6' - 2" 6' - 2" 6' - 2" 3' - 2"

7' - 0" 6' - 6" 6' - 4" 6' - 8" 6' - 8" 6' - 6" 6' - 8" 6' - 8" 6' - 6" 6' - 4" 6' - 4" 6' - 8"

8' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 8' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0"

SLIDING 2 PANEL DOUBLE FLUSH CURTIN WALL SINGLE GLASS SINGLE FLUSH SINGLE FLUSH OVERHEAD ROLLING SINGLE FLUSH SINGLE FLUSH DOUBLE FLUSH CURTIN WALL SINGLE GLASS CURTIN WALL SINGLE GLASS SINGLE FLUSH

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

DOOR SCHEDULE

ARCHITECTS

NAAS

GENERAL NOTES:

7. ALL EXISTING CONDITIONS ARE TO BE FIELD VERIFIED FOR STRUCTURAL INTEGRITY AND USEABILITY.

8. DOORS AND WINDOWS ARE TO BE PER MANUFACTURE SPECIFICATIONS.

Wall Material Takeoff Type Mark

WINDOW SCHEDULE

TYPE 1 2 3 4 5

COUNT 7 9 2 1 1

ROUGH WIDTH

ROUGH HIGHT

STYLE

4' - 3" 5' - 2" 1' - 6" 1' - 4" 8' - 0"

7' - 3" 2' - 6" 3' - 2" 2' - 2" 4' - 2"

GLAZE TYPE 2 GLAZE TYPE 1 GLAZE TYPE 1 GLAZE TYPE 2 GLAZE TYPE 2

Family and Type

Material: Name

Basic Wall: brick air brick 10"

1 1

Basic Wall: brick air brick 10" Basic Wall: brick air brick 10"

Basic Wall: Exterior - C Board on Mtl. Stud 2

Air Barrier - Air Infiltration Barrier EIFS - Exterior Insulation and Finish System Gypsum Wall Board

Basic Wall: Exterior - C Board on Mtl. Stud 2

Metal - Stud Layer

Basic Wall: Exterior - C Board on Mtl. Stud 2

Vapor / Moisture Barriers Vapor Retarder Wood - Sheathing - plywood

Assembly Description

Air Barrier - Air Infiltration Exterior Walls Barrier Masonry - Brick Exterior Walls Masonry - Brick Soldier Course Exterior Walls Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction

Plan Designation

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. CONTRACTOR TO FIELD VERIFY ALL FRAME DIMENSIONS PRIOR TO ASSEMBLY.

4' - 0"

1' - 11 1/4" 3' - 0"

6' - 4 1/2"

8' - 10 1/4"

6' - 0"

1' - 4"

1' - 3"

Basic Wall: Exterior - C Board on Mtl. Stud 3

Vapor / Moisture Barriers Vapor Retarder

Basic Wall: Interior - 4 7/8" Partition (1-hr)

Gypsum Wall Board

Basic Wall: Interior - 4 7/8" Partition (1-hr)

Metal - Stud Layer

Basic Wall: Generic - 4"

Gypsum Wall Board

Basic Wall: Retaining - 12" Concrete

Concrete - Cast-in-Place Concrete

8' - 0"

3' - 3 5/8"

3' - 0"

Grand total: 125

Air Barrier - Air Infiltration Barrier EIFS - Exterior Insulation and Finish System Metal - Stud Layer

Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction Exterior Wall Construction Partitions - Drywall w/ Metal Stud Partitions - Drywall w/ Metal Stud Exterior Walls

Scale 1/4" = 1'-0"

4' - 0"

2' - 0"

1' - 4"

DOOR AND WINDOW SCHEDULES

3' - 0"

A12.01 100% SUBMISSION 12.08.06

Fe GENERAL NOTES:

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

8 SD

GFC

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS.

DUPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED GFC

GFC

GFC GFC SD

QUADPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED

GFC W GFC GFC

DUPLEX: GROUND FAULT INTERRUPTER 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED

GFC

TELEPHONE JACK: 15" OFF FINISHED FLOOR, UNLESS OTHERWISE NOTED WALL MOUNTED LIGHTING FIXTURE

GFC

EMERGENCY EGRESS WALL MOUNTED LIGHTING

E SD

RECESSED DOWNLIGHT SWITCH: SINGLE- CL 50" OFF FINISHED FLOOR UNLESS OTHERWISE NOTED

SMOKE DETECTOR

GFC

EXHAUST FAN GFC

GFC

RECESSED SIDE LIGHTING E

EMERGENCY EGRESS RECESSED LIGHTING DIRECTIONAL HALOGEN LAMP ILLUMINATED EMERGENCY EXIT SIGNAGE ELECTRICAL PANEL

Scale 3/16" = 1'-0"

ELECTRICAL PLANS

GFC

JUNCTION BOX

1 A3.01 E1.01

ELECTRICAL PLAN - GROUND FLOOR 3/16" = 1'-0"

E1.01 100% SUBMISSION 12.08.06

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

GENERAL NOTES:

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

DN DN

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS.

DUPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED GFC

DUPLEX: GROUND FAULT INTERRUPTER 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED QUADPLEX: 15" OFF FINISH FLOOR UNLESS OTHERWISE NOTED

TELEPHONE JACK: 15" OFF FINISHED FLOOR, UNLESS OTHERWISE NOTED WALL MOUNTED LIGHTING FIXTURE EMERGENCY EGRESS WALL MOUNTED LIGHTING

SMOKE DETECTOR EXHAUST FAN RECESSED SIDE LIGHTING E

EMERGENCY EGRESS RECESSED LIGHTING DIRECTIONAL HALOGEN LAMP ILLUMINATED EMERGENCY EXIT SIGNAGE ELECTRICAL PANEL

Scale 3/16" = 1'-0"

SWITCH: SINGLE- CL 50" OFF FINISHED FLOOR UNLESS OTHERWISE NOTED

ELECTRICAL PLAN

RECESSED DOWNLIGHT $

JUNCTION BOX

1 A3.01 E1.02

ELECTRICAL PLAN - FIRST FLOOR 3/16" = 1'-0"

E1.02 100% SUBMISSION 12.08.06

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

GENERAL NOTES:

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS.

1 A3.01 M1.01

MECHANICAL - GROUND FLOOR 3/16" = 1'-0"

Scale 3/16" = 1'-0"

MECHANICAL PLANS

M1.01 100% SUBMISSION 12.08.06

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

GENERAL NOTES:

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

1 A3.01 M1.02

MECHANICAL PLAN - FIRST LEVEL 3/16" = 1'-0"

Scale 3/16" = 1'-0"

MECHANICAL PLAN

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS.

M1.02 100% SUBMISSION 12.08.06

1040 N OLIVE RD TUCSON, AZ 85721 (520) 555 - 5555

ARCHITECTS

NAAS

GENERAL NOTES:

7. SEE A4.01, TRANSVERSE SECTION 1 TO DETERMINE SLOPE OF LOADING DOCK 8. PLAN CUT LINE IS TAKEN AT 4'-0"

PLUMBING LEGEND

COLD WATER SUPPLY HOT WATER SUPPLY WASTE GROUND CLEAN OUT HOSE BIB

1" CW SUPPLY UNDERGROUND TO WALL

Center for Optical Realities 1414 N First Ave. Tucson, AZ

6. EXISTING STRUCTURAL GRIDLINES ARE PARALLEL IN N-S AND E-W DIRECTIONS.

2" VTR 2" WASTE 4" WASTE UNDERGROUND 2 WAY 4" GCO UP

1 A3.01 P1.01

PLUMBING - GROUND FLOOR 3/16" = 1'-0"

Scale 3/16" = 1'-0"

PLUMBING PLANS

P1.01 100% SUBMISSION 12.08.06