ABBREVIATIONST TREADT&G TONGUE & GROOVETEL TELEPHONETEMP TEMPORARYTHK THICK (NESS)THRU THROUGHTOS TOP OF STEELTOW TOP OF WALLTYP TYPICALUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUTIL UTILITYVCT VINYL COMPOSITE TILEVIF VERIFY IN FIELDVIN VINYLW WESTW/ WITHLOCATION MAP
PROJECT LOCATION
STANDARD GENERAL NOTES
1. All work shall be in accordance with applicable state and local building codes and all other governing agencies andregulations.2. Contractor shall verify all conditions and dimensions in the field prior to commencement of the work. Verify layout inrelation to property, benchmarks, and other fixed conditions. Report discrepancies to the Architect immediately upondiscovery.3. Notify Architect of discrepancies regarding the Contract Documents or design intent immediately upon discovery.Contractor shall be responsible for obtaining clarification prior to proceeding with the work or related work.4. Contractor shall obtain all required building permits and licenses.5. Contractor shall remove all rubbish and debris from the site during course of project, and dispose of legally off-site.6. Contractor shall perform all cutting, patching and protection required to complete the work indicated on the ContractDocuments.7. Contractor shall provide all inspections and tests required by state and local authorities including but not limited toearthwork, concrete, steel erection, mechanical, plumbing, and electrical work. Refer to individual drawings andspecifications for additional testing requirements.8. Unless indicated otherwise in Specifications, products and manufacturers are noted to establish the type and quality ofmaterials to be provided. Contractor may submit proposed substitutions to the Architect for review, with enoughsupporting data provided for the Architect to make an evaluation. Contractor shall include costs associated withproposed substitution, including redesign, and alteration of adjacent work to accept substitution.9. All dimensions are either to face of masonry or the face of stud, unless noted otherwise. Drawings are not to be scaled.10. Install all equipment and materials per manufacturer's instructions and recommendations unless specifically otherwiseindicated, or where local codes and regulations take precedence.11. Contractor shall provide supervision while any subcontractors or workers are on the job site and shall supervise anddirect all work.12. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, procedures, sitesafety, erosion and sedimentation control, and coordinating the work of all trades under the contract.13. No products containing asbestos or other hazardous materials shall be installed on this project or used during theconstruction of the project. It shall be the responsibility of the Contractor to certify to the Owner that this requirementhas been met. Subcontractors shall verify to the Contractor that no asbestos or other hazardous products are used intheir work.14. Locations of rated fire/smoke separations and/or fire resistive structural protection are shown on documents. Providecomplete assemblies to meet fire resistive requirements of the project including protection of structural elements andfire separation assemblies. Maintain the integrity of these assemblies at openings and penetrations including but notlimited to fire or smoke dampers in ductwork, light fixture protection, electrical device box ratings, expansion joints,and sealants. Provide this protection by using complete building component systems approved by recognized authoritiessuch as Underwriters Laboratories, Inc., Factory Mutual, or other building code accepted agencies. It is theresponsibility of the Contractor to coordinate subcontractors and suppliers to accomplish this work during bidding,procurement, scheduling, sequencing and construction of the project.15. Delegated Design: When professional design services or certifications related to systems, materials, or equipment arerequired by these documents, the Architect/Engineer will specify performance and design criteria that such servicesmust satisfy. The Contractor shall cause such services and certifications to be provided by a properly licensed designprofessional, whose signature and seal shall appear on all drawings, calculations, Shop Drawings and other relatedsubmittals. The Owner and Architect/Engineer shall be entitled to rely upon the accuracy and completeness of thosedelegated services. The Architect/Engineer will review submittals only for the limited purpose of checking forconformance with the performance and design criteria..
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
AB10-01 DEMOLITION PLANAB11-01 FLOOR PLAN, DOOR SCHEDULE & DETAILSAB20-01 SECTION AND ELEVATIONS
SHEET LIST1. APPLICABLE CODE(S) & REGULATION FOR THIS PROJECT
STATE2009 INTERNATIONAL BUILDING CODE2009 INTERNATIONAL EXISTING BUILDING CODEICC A117.1-2003 ACCESSIBLE AND USEABLE BUILDING & FACILITIES2010 ADA STANDARDS OF ACCESSIBLE DESIGN2013 DELAWARE STATE FIRE PREVENTION REGULATIONS2013 NFPA LIFE SAFETY CODE
2. OCCUPANCY USE CLASSIFICATION(S): B-BUSINESS3. CONSTRUCTION TYPE(S): 5B (EXISTING BUILDING RENOVATION)4. PROJECT DESCRIPTION: INTERIOR RENOVATION (FIT-OUT)5. BUILDING CODE DETAILS: SEE SUMMARY ON FOLLOWING G-SERIES SHEET(S).
KEY INFORMATION
CITY OF DOVERPUBLIC SERVICESCITY HALL15 LOOCKERMAN PLAZADOVER, DELAWARE 19903PH 302-736-4217
AHJ
"MAIN ENTRANCE"
"MAIN ENTRANCE"
PROJECT SUMMARY
THE PROJECT CONSISTS OF ALTERATIONS TO PORTIONS OF AN EXISTING, ONE STORY BUILDING AT DELAWARE STATE UNIVERSITY,COTTAGE 504, AT 1200 NORTH DUPONT HIGHWAY. THE ALTERATIONS INCLUDE MODIFICATIONS TO EXISTING BUSINESS OFFICE MAINENTRANCE TO MEET THE CURRENT ACCESSIBILITY CODES.
GENERAL
AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 2007 EDITION, ARE HEREBY INCORPORATED INTOTHE CONTRACT DOCUMENTS AS IF COMPLETELY REPRODUCED HEREIN, EXCEPT AS SPECIFICALLY MODIFIED BY THE CONTRACTDOCUMENTS.
ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES, APPLICABLE LAWS AND REGULATIONS, AND ALLAPPLICABLE REQUIREMENTS OF REGULATORY AGENCIES. IF THERE IS CONFLICT AMONG THE DRAWINGS, SPECIFICATIONS, OTHERCONTRACT DOCUMENTS, CODES OR REGULATIONS, THE STRICTEST STANDARDS SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THEARCHITECT IMMEDIATELY IF THERE IS SUCH A CONFLICT WITH THE CONTRACT DOCUMENTS.
ITEMS OF WORK INDICATED ON THE DRAWINGS, BUT NOT SPECIFIED, AND ITEMS OF WORK SPECIFIED, BUT NOT SHOWN ON THEDRAWINGS, SHALL BE CONSIDERED REQUIRED AS IF INDICATED IN BOTH. DRAWINGS ARE INTENDED TO SHOW GENERAL ARRANGEMENT,DESIGN, AND EXTENT OF WORK, AND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH-INMEASUREMENTS OR TO SERVE AS SHOP DRAWINGS.
VERIFY ALL PROJECT CONDITIONS, DIMENSIONS, AND DETAILS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IMMEDIATELY NOTIFYTHE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN THE DOCUMENTS FOR CORRECTION BY THE ARCHITECT PRIOR TO PROCEEDINGWITH THE WORK.
ALL WORK SHALL BE PERFORMED BY SKILLED MECHANICS EXPERIENCED IN THEIR RESPECTIVE TRADES. INSTALL ITEMS IN ACCURATELOCATION, PLUMB, LEVEL, SQUARE, PARALLEL, STRAIGHT, FLUSH, IN PLANE LINE, TRUE TO SHAPE, AND NEAT. CHECK THE WORK OFEACH TRADE FOR SOUNDNESS OF CONSTRUCTION, LOCATION, WORKMANSHIP AND OTHER SUITABILITY, AND PROCEED ONLY AFTER ALLIMPERFECTIONS HAVE BEEN ELIMINATED.
AS WORK PROGRESSES, KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS, DEBRIS, AND RUBBISH. AT THECOMPLETION OF THE PROJECT, REMOVE FROM THE BUILDING AND SURROUNDING AREA ALL WASTE MATERIALS, DEBRIS, EQUIPMENT,TOOLS, SCAFFOLDING. SURPLUS MATERIALS NOT OTHERWISE INDICATED TO BE RETAINED BY THE OWNER SHALL ALSO BE REMOVEDFORM THE SITE.
MODIFICATION PROCEDURES
OWNER-INITIATED CHANGE ORDER PROPOSAL REQUESTS: THE ARCHITECT WILL ISSUE A DESCRIPTION OF THE PROPOSED CHANGES INTHE WORK THAT REQUIRE AN ADJUSTMENT IN THE CONTRACT SUM OR TIME. THE DESCRIPTION MAY INCLUDE SUPPLEMENTAL OR REVISEDDRAWINGS OR SPECIFICATIONS. PROPOSAL REQUESTS ARE FOR INFORMATION ONLY AND ARE NOT AN INSTRUCTION TO STOP WORK,OR TO EXECUTE THE PROPOSED CHANGE. WITHIN 14 CALENDAR DAYS, SUBMIT AN THE COST NECESSARY TO EXECUTE THE CHANGE FORTHE OWNER'S REVIEW. INCLUDE AN ITEMIZED LIST OF PRODUCTS REQUIRED AND UNITS COSTS, ALONG WITH ANY ADDITIONAL COSTSINCLUDING MARKUPS AND OVERHEAD. INDICATE THE EFFECT ON THE CONTRACT SUM AND THE CONTRACT TIME.
CONTRACTOR-INITIATED PROPOSALS: WHEN UNFORESEEN CONDITIONS REQUIRE MODIFICATIONS, THE CONTRACTOR MAY SUBMIT AREQUEST FOR A CHANGE TO THE OWNER AND ARCHITECT. DESCRIBE THE PROPOSED CHANGE. INDICATE THE REASONS FOR THECHANGE AND THE EFFECT OF THE CHANGE ON THE CONTRACT SUM AND THE CONTRACT TIME. INCLUDE AN ITEMIZED LIST OF THEPRODUCTS REQUIRED AND UNIT COSTS, ALONG WITH ANY ADDITIONAL COSTS INCLUDING MARKUPS AND OVERHEAD.
COORDINATION
COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN THE VARIOUS TRADES OF THE WORK TO ASSURE EFFICIENT AND ORDERLYINSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS OF DIFFERENT TRADES THAT DEPEND ON EACHOTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION.
SCHEDULE CONSTRUCTION OPERATIONS IN THE SEQUENCE REQUIRED TO OBTAIN THE BEST RESULTS WHERE INSTALLATION OF ONE PARTOF THE WORK DEPENDS ON THE INSTALLATION OF OTHER COMPONENTS, BEFORE OR AFTER ITS OWN INSTALLATION.
MAKE PROVISIONS TO ACCOMMODATE ITEMS SCHEDULED FOR LATER INSTALLATION.
INSPECTION OF CONDITIONS: REQUIRE THE INSTALLER OF EACH MAJOR COMPONENT TO INSPECT BOTH THE SUBSTRATE ANDCONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEENCORRECTED IN AN ACCEPTABLE MANNER.
COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND TESTS TO MINIMIZE THE NECESSITY OF UNCOVERINGCOMPLETED CONSTRUCTION FOR THAT PURPOSE.
SUBMITTALS
COORDINATE SUBMITTAL PREPARATION WITH CONSTRUCTION, FABRICATION, AND OTHER SUBMITTALS, AND ACTIVITIES THAT REQUIRESEQUENTIAL OPERATIONS. TRANSMIT IN ADVANCE OF CONSTRUCTION OPERATIONS TO AVOID DELAY. SUBMITTALS SHALL BEPROVIDED FOR ALL WORK OF THE PROJECT.
PROCESSING: ALLOW (7) CALENDAR DAYS FOR REVIEW. ALLOW MORE TIME IF THE ARCHITECT MUST DELAY PROCESSING TO PERMITCOORDINATION. THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION UNTILRELATED SUBMITTALS ARE RECEIVED.
SHOP DRAWINGS: SUBMIT NEWLY PREPARED INFORMATION DRAWN TO SCALE. INDICATE DEVIATIONS FROM THE CONTRACTDOCUMENTS. DO NOT REPRODUCE THE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION. SUBMIT ONE CORRECTABLE,REPRODUCIBLE PRINT AND ONE BLUE OR BLACK LINE PRINT ON SHEETS AT LEAST 8-1/2 INCHES BY 11 INCHES BUT NO LARGER THAN 30INCHES BY 42 INCHES. THE ARCHITECT WILL RETURN THE REPRODUCIBLE PRINT.
SAMPLES: SUBMIT FULL-SIZE SAMPLES CURED AND FINISHED AS SPECIFIED, AND IDENTICAL WITH THE MATERIAL PROPOSED. MOUNT THESAMPLES TO FACILITATE REVIEW OF QUALITIES. SUBMIT SAMPLES FOR REVIEW OF SIZE, KIND, COLOR, PATTERN, AND TEXTURE, FOR ACHECK OF THESE CHARACTERISTICS, AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN THE FINAL SUBMITTAL AND THEACTUAL COMPONENT AS DELIVERED AND INSTALLED.
PRODUCT DATA: COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION. MARK EACH COPY TOSHOW APPLICABLE CHOICES AND OPTIONS. WHERE PRODUCT DATA INCLUDES INFORMATION ON SEVERAL PRODUCTS, MARK COPIES TOINDICATE APPLICABLE INFORMATION. SUBMIT 4 COPIES. THE ARCHITECT WILL RETAIN ONE AND RETURN THE OTHERS MARKED WITHACTION TAKEN.
MATERIALS AND EQUIPMENT
SOURCE LIMITATIONS: TO THE FULLEST EXTENT POSSIBLE. PROVIDE PRODUCTS OF THE SAME KIND FROM A SINGLE SOURCE.
DELIVER, STORE AND HANDLE PRODUCTS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, USING MEANS AND METHODSTHAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT. STORE PRODUCTS SUBJECT TO DAMAGE BY THEELEMENTS ABOVE GROUND, UNDER COVER IN A WEATHER TIGHT ENCLOSURE, WITH VENTILATION ADEQUATE TO PREVENTCONDENSATION. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN THE RANGE REQUIRED BY THE MANUFACTURER'S INSTRUCTIONS.
PROVIDE WEATHER-RESISTANT AND DUST PROOF TEMPORARY ENCLOSURES AROUND CONSTRUCTION OPERATIONS.
PROPRIETARY SPECIFICATION REQUIREMENTS: WHERE SPECIFICATIONS NAME ONLY A SINGLE PRODUCT OR MANUFACTURER, PROVIDETHE PRODUCT SPECIFIED OR SUBMIT SUBSTITUTION REQUEST WITH DATA FOR ARCHITECT DETERMINATION EQUAL.
SEMI-PROPRIETARY SPECIFICATION REQUIREMENTS: WHERE SPECIFICATIONS NAME 2 OR MORE PRODUCTS OR MANUFACTURERS,PROVIDE ONE OF THE PRODUCTS INDICATED.
DESCRIPTIVE SPECIFICATION REQUIREMENTS: WHERE SPECIFICATION DESCRIBE A PRODUCT OR ASSEMBLY, LISTING EXACTCHARACTERISTICS REQUIRED, WITH OR WITHOUT THE USE OF A BRAND NAME PROVIDE A PRODUCT OR ASSEMBLY THAT PROVIDES THECHARACTERISTICS AND OTHERWISE COMPLIES WITH THE CONTRACT REQUIREMENTS.
SUBSTITUTIONS
MANUFACTURERS AND PRODUCTS INDICATED ARE CONSIDERED STANDARD OF DESIGN AND PERFORMANCE. ALTERNATE PRODUCTS BYAPPROVED MANUFACTURERS DEEMED EQUIVALENT BY THE ARCHITECT WILL BE ACCEPTABLE. THE ARCHITECT WILL CONSIDER WRITTENREQUESTS FOR SUBSTITUTIONS RECEIVED NOT LESS THAN 10 DAYS PRIOR TO END OF THE BIDDING PERIOD. ALTERNATES SUBMITTEDAFTER THIS TIME CANNOT BE REVIEWED. PROVIDE THE FOLLOWING DOCUMENTATION:
1. COMPLETE PRODUCT INFORMATION AND OTHER DATA2. COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES NECESSARY TO ACCOMMODATE THE SUBSTITUTION3. COMPARISON OF THE SUBSTITUTION WITH THE WORK SPECIFIED, INCLUDING PERFORMANCE AND VISUAL EFFECT4. SAMPLES, WHERE APPLICABLE OR REQUESTED5. THE EFFECT OF THE SUBSTITUTION ON THE CONSTRUCTION SCHEDULE AND CONTRACT TIME6. COST INFORMATION, INCLUDING ANY PROJECTED NET CHANGE TO THE CONTRACT SUM7. CERTIFICATION THAT THE SUBSTITUTION CONFORMS TO THE CONTRACT DOCUMENTS AND IS APPROPRIATE FOR THE APPLICATIONSINDICATED
ALLOWANCES
CERTAIN ITEMS ARE SPECIFIED IN THE CONTRACT DOCUMENTS BY ALLOWANCES. ALLOWANCES HAVE BEEN ESTABLISHED IN LIEU OFADDITIONAL REQUIREMENTS AND TO DEFER SELECTION OF ACTUAL MATERIALS AND EQUIPMENT TO A LATER DATE WHEN ADDITIONALINFORMATION IS AVAILABLE FOR EVALUATION. IF NECESSARY, ADDITIONAL REQUIREMENTS WILL BE ISSUED BY CHANGE ORDER.
TYPE OF ALLOWANCES: LUMP SUM
SUBMITTAL:1. SUBMIT PROPOSALS FOR PURCHASE OF PRODUCTS OR SYSTEMS INCLUDED IN ALLOWANCES, IN THE FORM SPECIFIED FOR CHANGEORDERS.2. SUBMIT INVOICES OR DELIVERY SLIPS TO SHOW ACTUAL QUANTITIES OF MATERIALS DELIVERED TO THE SITE FOR USE IN FULFILLMENTOF EACH ALLOWANCE.3. COORDINATE AND PROCESS SUBMITTALS FOR ALLOWANCE ITEMS IN SAME MANNER AS FOR OTHER PORTIONS OF THE WORK.
LUMP SUM COST ALLOWANCES SHALL INCLUDE COST TO CONTRACTOR OF SPECIFIC PRODUCTS AND MATERIALS SELECTED BYARCHITECT UNDER ALLOWANCE AND SHALL INCLUDE TAXES, FREIGHT, AND DELIVERY TO PROJECT SITE.UNUSED MATERIALS: RETURN UNUSED MATERIALS PURCHASED UNDER AN ALLOWANCE TO MANUFACTURER OR SUPPLIER FOR CREDIT TOOWNER, AFTER INSTALLATION HAS BEEN COMPLETED AND ACCEPTED.PREPARATION: COORDINATE MATERIALS AND THEIR INSTALLATION FOR EACH ALLOWANCE WITH RELATED MATERIALS ANDINSTALLATIONS TO ENSURE THAT EACH ALLOWANCE ITEM IS COMPLETELY INTEGRATED AND INTERFACED WITH RELATED WORK.
SCHEDULE OF ALLOWANCES:
NONE IDENTIFIED AT THIS TIME
UNIT PRICES
A UNIT PRICE IS AN AMOUNT PROPOSED BY BIDDERS, STATED ON THE BID FORM, AS A PRICE PER UNIT OF MEASUREMENT FORMATERIALS OR SERVICES ADDED TO OR DEDUCTED FROM THE CONTRACT SUM BY APPROPRIATE MODIFICATION, IF ESTIMATEDQUANTITIES OF WORK REQUIRED BY THE CONTRACT DOCUMENTS ARE INCREASED OR DECREASED.
UNIT PRICES INCLUDE ALL NECESSARY MATERIAL, PLUS COST FOR DELIVERY, INSTALLATION, INSURANCE, APPLICABLE TAXES,OVERHEAD, AND PROFIT.
OWNER RESERVES THE RIGHT TO REJECT CONTRACTOR'S MEASUREMENT OF WORK-IN-PLACE THAT INVOLVES USE OF ESTABLISHED UNITPRICES AND TO HAVE THIS WORK MEASURED, AT OWNER'S EXPENSE, BY AN INDEPENDENT SURVEYOR ACCEPTABLE TO CONTRACTOR.
LIST OF UNIT PRICES:
UNIT PRICE NO. 1 ADD/ DEDUCTDESCRIPTION: REMOVE EXISTING VINYL SIDING AND PROVIDE HORIZONTAL VINYL SIDING SYSTEM AND WEATHER BARRIER OVER THEEXISTING SHEATHING.UNIT OF MEASUREMENT: SQUARE FOOT
UNIT PRICE NO. 2 ADD/ DEDUCTDESCRIPTION: REMOVE EXISTING VCT AND PROVIDE VINYL TILE FLOORING INSTALLED ON EXISTING SUBFLOOR.UNIT OF MEASUREMENT: SQUARE FOOT
UNIT PRICE NO. 3 ADD/ DEDUCTDESCRIPTION: REMOVE DAMAGED SUBFLOOR AND PROVIDE NEW WD STRUCTURAL SUBFLOOR MATCHING EXISTING.UNIT OF MEASUREMENT: SQUARE FOOT
ALTERNATES
AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN WORK DEFINED IN THE BIDDING REQUIREMENTS THATMAY BE ADDED TO OR DEDUCTED FROM THE BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER INTHE AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS, MATERIALS, EQUIPMENT, SYSTEMS, OR INSTALLATIONMETHODS DESCRIBED IN THE CONTRACT DOCUMENTS.
THE COST OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO OR DEDUCTION FROM THE CONTRACT SUM TO INCORPORATEALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE MADE TO THE CONTRACT SUM.
DIVISION 1 - GENERAL REQUIREMENTS
SELECTIVE DEMOLITION1. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCTSELECTIVEDEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED.2. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OFCONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.3. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION,BYMETHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES.4. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITIONOPERATIONS.5. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND ASINDICATED.USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. PROVIDE TEMPORARYSUPPORT AND PROTECTION.6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TOREMAINOWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE.7. DO NOT BURN DEMOLISHED MATERIALS.8. TRANSPORT THE DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM.
CUTTING AND PATCHING
STRUCTURAL ELEMENTS: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. STRUCTURAL ELEMENTS INCLUDE, BUT ARE NOT LIMITED TO THEFOLLOWING:
1. WALLS AND PARTITIONS2. LINTEL AND HEADERS IN WALLS AND PARTITIONS3. FLOORS ABOVE GRADE4. ROOF DECK OR STRUCTURE5. BRACING AND SHORING6. GUY WIRES AND STRUTS
OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THATRESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE ORDECREASED OPERATIONAL LIFE OR SAFETY.
MISCELLANEOUS ELEMENTS: DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A MANNERTHAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM ASINTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.
CUTTING AND PATCHING CONFERENCE: BEFORE PROCEEDING, MEET AT PROJECT SITE WITH PARTIES INVOLVED IN CUTTINGAND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE ANDCONFLICT. COORDINATE PROCEDURES AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING.
IN-PLACE MATERIALS: USE MATERIALS IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED SURFACES, USE MATERIALSTHAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE.
PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROMADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHINGOPERATIONS.
ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TOADJOINING AREAS.
EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIREDTO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENTINTERRUPTION TO OCCUPIED AREAS.
CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS,INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IFPOSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTENRECOMMENDATIONS.
PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWINGPERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE.
INSPECTION: WHERE FEASIBLE, TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO DEMONSTRATE INTEGRITY OFINSTALLATION.
EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINEDADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
1. CLEAN PIPING, CONDUIT, AND SIMILAR FEATURES BEFORE APPLYING PAINT OR OTHER FINISHING MATERIALS.2. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION.
FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER,PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH,COLOR, TEXTURE, AND APPEARANCE. REMOVE IN-PLACE FLOOR AND WALL COVERINGS AND REPLACE WITH NEWMATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.
CEILINGS: PATCH, REPAIR, OR REHANG IN-PLACE CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OFUNIFORM APPEARANCE.
EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A WEATHERTIGHTCONDITION.
CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT,MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS.
DIVISION 2 - SITE CONSTRUCTION
DIVISION 3 - CONCRETE
CAST-IN-PLACE CONCRETE
ALL CONCRETE WORK SHALL CONFORM TO ACI 318 (CURRENT EDITION).
ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR-ENTRAINED AT 6% (± 1%)
CONCRETE SHALL NOT BE PLACED IN WATER OR UPON FROZEN GROUND.
PROVIDE GALVANIZED STEEL SLEEVES WHERE PIPES OR CONDUIT PASS THROUGH EXTERIOR WALLS, BEAMS, OR SLABS.PROVIDE PVC SLEEVES WHERE PIPES OR CONDUIT PASS THROUGH INTERIOR WALLS, BEAMS, OR SLABS.
REINFORCING BARS SHALL CONFORM WITH ASTM A615, GRADE 60 DEFORMED BARS, AND SHALL BE DETAILED AND INSTALLEDIN ACCORDANCE WITH ACI 315 (CURRENT EDITION). WELDED WIRE MESH FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BEPROVIDED IN FLAT SHEETS.
REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS UNLESS INDICATED OTHERWISE. PROVIDECLASS A TENSION LAP SPLICES FOR ALL HORIZONTAL WALL REINFORCING UNLESS INDICATED OTHERWISE. LAP ALL BARS AMINIMUM OF 40x DIAMETER AND LAP ALL WIRE MESH A MINIMUM OF 6".
CLEARANCES FOR REINFORCEMENT:1. CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS - 3"2. SLABS (FROM TOP, UNLESS INDICATED OTHERWISE) - 1"3. FORMED SURFACES PLACED IN CONTACT WITH EARTH - 1-1/2" FOR BARS #5 AND SMALLER, 2" FOR BARS #6 ANDLARGER
IF NEEDED, WELDING OF REINFORCEMENT IS TO BE PERFORMED IN ACCORDANCE WITH AWS D-1.4.
CONTROL JOINTS IN SLABS SHALL BE CUT (1/8" W x 1/3 SLAB DEPTH) AS SOON AS POSSIBLE WITHOUT FRAYING CONCRETESURFACE. CONSTRUCTION JOINTS SHALL INCLUDE A 1x2 SHEAR KEY AT MID HEIGHT OF SLAB UNLESS INDICATED OTHERWISE.
ANCHOR BOLTS SHALL CONFORM TO ASTM A36 UNLESS INDICATED OTHERWISE.
SHEET VAPOR RETARDER: POLYETHYLENE SHEET, ASTM E 1745, CLASS A, NOT LESS THAN 10 MILS THICK.EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS: ASTM D 1752, CORK OR SELF-EXPANDING CORK.
PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK THAT IS ATTACHEDTO OR SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, ANDDIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED.
PLACE, PROTECT, AND REPAIR SHEET VAPOR RETARDER ACCORDING TO ASTM E 1643 AND MANUFACTURER'S WRITTENINSTRUCTIONS. LAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER'S RECOMMENDED TAPE.
BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS ISCOMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.
DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETEWILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTIONCANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS INDICATED. DEPOSIT CONCRETE TO AVOIDSEGREGATION.
COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FORCONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. PROVIDE FLOAT FINISH.
PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLYWITH ACI 306.1 FOR COLD-WEATHER PROTECTION AND ACI 301 FOR HOT-WEATHER PROTECTION DURING CURING.
COMPACTED STRUCTURAL FILL BENEATH ALL FOUNDATIONS, SLABS ON GRADE ANDADJACENT TO FOUNDATION WALLS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHESIN LOOSE THICKNESS AND BE COMPACTED TO A MAXIMUM DRY DENSITY PER (USE 4" LIFTSFOR HAND COMPACTION EQUIP.) ASTM D-698 AS FOLLOWS:- BELOW ALL FOUNDATIONS AND TO WITHIN 12" OF SLAB SUBGRADE: 95%- TOP 12" OF FLOOR SLAB SUBGRADE: 100%- MOISTURE SHALL BE OPTIMUM TO +/- 2% OF OPTIMUM.
EXTEND BOTTOM OF EXTERIOR FOOTINGS AT LEAST 2'-6" BELOW THE EXTERIOR FINISH GRADE FOR PROTECTION AGAINSTFROST OR PER MINUM PER LOCAL CODE.
SURFACE RUNOFF SHOULD BE DRAINED AWAY FROM THE EXCAVATIONS AND NOT BE ALLOWED TO POND. FOUNDATIONEXCAVATIONS SHOULD BE PROTECTED FROM RAINFALL OR FREEZING CONDITIONS. SLOPE FOOTING EXCAVATIONS ASREQUIRED FOR STABILITY AND SAFETY OR PROVIDE SHEETING OR SHORING IN ACCORDANCE WITH OSHA REQUIREMENTS. IN THEEVENT THAT THE CONTRACTOR DETERMINES THAT SHEETING AND SHORING IS REQUIRED FOR EXCAVATION, THE CONTRACTORSHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER FOR DESIGN AND DOCUMENTATION OFALL SHEETING AND SHORING REQUIRED FOR THE WORK.
DIVISION 4 - MASONRY (NOT USED_
INTERIOR GLAZING1. QUALITY STANDARD: COMPLY WITH PUBLISHED RECOMMENDATIONS OF FGMA GLAZING MANUALPRODUCTS:FLOAT GLASS: ASTM C1036, TYPE I, CLASS 1, QUALITY Q3 UNCOATED, CLEAR, HEAT TREATED FLOAT GLASS: ASTM C1048,CONDITION A, TYPE I, QUALITY Q3, KINDHS, HEAT STRENGTHENED AND KIND FT, FULLY TEMPERED WHERE INDICATEDMANUFACTURERS: LOF, J. E. BERKOWITZ OR APPROVED EQUIVALENTLAMINATED SAFETY GLASS: ASTM C1172, 1/4" THICKMANUFACTURERS: PILKINGTON OPTILAM, GUARDIAN "ARMOUR G FORCE" OR APPROVED EQUIVALENTSEALED INSULATED GLASS: ORGANICALLY SEALED LITES OF CLEAR FLOAT GLASS SEPARATED BY DEHYDRATED AIR SPACESCOMPLYING WITH ASTM E774GLAZING TYPES:T: FULLY TEMPERED CLEAR FLOAT GLASS, 1/4" THICKL: LAMINATED SAFETY GLASS
DESIGN CFM FRAMING SYSTEMS IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE PUBLICATION “S220 - NORTHAMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL FRAMING - NONSTRUCTURAL MEMBERS”, EXCEPT ASOTHERWISE SHOWN OR SPECIFIED.DESIGN LOADS: AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR 5 PSF MINIMUM AS REQUIRED BY THE INTERNATIONALBUILDING CODE.
STEEL FRAMING, GENERAL: COMPLY WITH ASTM C754. STEEL SHEET: ASTM C 645, WITH ASTM A 653 GALVANIZED COATING,STUD THICKNESSES AND DEPTHS AS INDICATED ON THE DRAWINGS.GYPSUM BOARD: ASTM C 36, REGULAR FOR VERTICAL SURFACES, TYPE X WHERE REQUIRED FOR FIRE-RESISTANCE-RATEDASSEMBLIES, TAPERED EDGES, 5/8 INCH THICK UNLESS OTHERWISE INDICATED.GYPSUM BOARD TRIM: FRY REGLET OR APPROVED EQUIVALENT, PROFILES AS INDICATED ON THE DRAWINGS.JOINT TREATMENT: READY-MIXED ALL PURPOSE DRYING-TYPE TAPING AND TOPPING COMPOUND.
APPLICATION:1. INSTALL PANELS VERTICALLY IN FULL LENGTH SECTIONS2. SPOT GROUT HOLLOW METAL DOOR FRAMES3. FINISHING: LEVEL 4 FINISH UNLESS OTHERWISE INDICATED.4. PROVIDE NEW LEVEL 5 FINISH AT ALL EXISTING GYPSUM WALL BOARD WHERE EXISTING WALLCOVERING IS INDICATED TO BEREMOVED.
RESILIENT FLOORINGVINYL COMPOSITION TILE:1. COMPLY WITH ASTM F1066 AND AS INDICATED ON THE DRAWINGS FOR MANUFACTURERS, PRODUCTS, COLORS, ANDPATTERNS2. PROVIDE TRANSITIONS AS INDICATED ON THE DRAWINGS OR AS REQUIREDVINYL BASE1. COMPLY WITH ASTM F 1861. PROVIDE MANUFACTURERS AND PRODUCTS INDICATED ON THE DRAWINGS. BASE SHALL BECONTINUOUS ROLLS IN MANUFACTURER'S STANDARD LENGTHS, BUT NOT LESS THAN 75 FEET WHERE AVAILABLE
CARPETPRODUCTS: PROVIDE CARPET PRODUCTS AS INDICATED ON THE DRAWINGS.INSTALLATION: COMPLY WITH REQUIREMENTS OF CRI 104, SECTION AS APPLICABLE TO INSTALLATION INDICATED, ANDMANUFACTURER'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.PREPARATION: VERIFY THAT SUBSTRATE AND CONDITIONS ARE SATISFACTORY FOR CARPET INSTALLATION. LEVEL FLOORWITHIN 1/4 INCH IN 10 FEET NONCUMULATIVE. PROVIDE LEVELING PRODUCTS APPROVED BY CARPET MANUFACTURER. PROVIDEPROPER TRANSITION TRIM BETWEEN CARPET AND ADJACENT FLOOR FINISH. FLOOR SLAB SHALL BE FINISHED BY LANDLORDTO STANDARD INDUSTRY TOLERANCES.
PAINTINGSOURCE LIMITATIONS: OBTAIN BLOCK FILLERS, PRIMERS, AND UNDERCOAT MATERIALS FOR EACH COATING SYSTEM FROM THESAME MANUFACTURER AS THE FINISH COATS.MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, UNDERCOATS, AND FINISH-COAT MATERIALS THAT ARECOMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER THE CONDITIONS OF SERVICE AND APPLICATION, ASDEMONSTRATED BY THE MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.COLORS: MATCH COLORS INDICATED BY REFERENCE TO MANUFACTURER'S COLOR DESIGNATIONS.MANUFACTURERS: PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS ARE INDICATED AS A STANDARD OF DESIGN ANDPERFORMANCE. EQUIVALENT PRODUCTS BY ICI AND M.A.B. ARE ACCEPTABLE.
PROVIDE THE FOLLOWING PAINT SYSTEMS:1. CEILINGS AND SOFFITS GYPSUM BOARD TO RECEIVE FLAT PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC FLATSECOND COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC FLAT2. GYPSUM BOARD TO RECEIVE PAINT FINISHPRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SATIN OR EGGSHEL OR SEMI-GLOSSSECOND COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SATIN OR EGGSHEL OR SEMI-GLOSS3. GYPSUM BOARD TO RECEIVE PRE-CATALYZED EPOXY PAINT FINISHPRIMER: SHERWIN WILLIAMS PROGREEN 200 PRIMERFIRST COAT: SHERWIN WILLIAMS PROINDUSTRIAL PRE-CATALYZED WATER-BASED EPOXY EGGSHELL OR SEMI-GLOSSTHIRD COAT: SHERWIN WILLIAMS PROINDUSTRIAL PRE-CATALYZED WATER-BASED EPOXY EGGSHELL OR SEMI-GLOSS4. NEW WOOD STANDING AND RUNNING TRIM TO RECEIVE SEMI-GLOSS PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SEMI-GLOSSTHIRD COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SEMI-GLOSS5. FERROUS METAL - DOORS, FRAMES AND MISCELLANEOUS METALS TO RECEIVE PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROINDUSTRIAL PRO-CRYL UNIVERSAL PRIMERFIRST COAT: SHERWIN WILLIAMS PROINDUSTRIAL 0 VOC ACRYLIC SEMI-GLOSSSECOND COAT: SHERWIN WILLIAMS PROINDUSTRIAL 0 VOC ACRYLIC SEMI-GLOSS
DIVISION 9 - FINISHES
WOOD BLOCKINGCOUNTERTOP TO WALL: WD 2 x 6 CONTINUOUS @ COUNTERTOP CLEATGRAB BARS: WD 2x10x FULL LENGTH OF BAR PLUS 12" AT PROPER LENGTHALL OTHER WASHROOM ACCESSORIES: WD 2 x 8 x LENGTH AT PROPER LOCATIONWOOD RUNNING & STANDING TRIM: WD 2x RIPPED TO PROVIDE CONTINUOUS SUPPORT & NAILING
INTERIOR ARCHITECTURAL WOODWORKCUSTOM WOOD STANDING AND RUNNING TRIM: COMPLY WITH THE REQUIREMENTS OF AWI SECTION 300 AND 1500GRADE: AWI CUSTOM GRADESPECIES: YELLOW POPLAR, AWI GRADE IIFINISH SYSTEM: OPAQUE FINISH FIELD APPLIED, SEE DIVISION 9 PAINTCUSTOM WOOD FRAMES AND JAMBS: COMPLY WITH THE REQUIREMENTS OF AWI SECTION 900 AND 1500GRADE: AWI CUSTOM GRADESPECIES: YELLOW POPLAR, AWI GRADE IIFINISH SYSTEM: OPAQUE FINISH FIELD APPLIED, SEE DIVISION 9 PAINT
PLASTIC WOODWORKINGPVC TRIM1. MANUFACTURER: AZEK OR EQUAL2. PROVIDE MANUFACTURERS RECOMMENDED FINISH SCREW TYPE FASTENER, COUNTERSUNK WITH MATCHING COLOR PLUG. A. ALSO PROVIDE MANUFACTURERS RECOMMENDED ADHESIVE BETWEEN THE BACK OF THE PVC TRIM AND THE WOODSUBSTRATE.3. COLOR: WHITE4. THICKNESS: 5/4"
BUILDING INSULATIONSOUND ATTENUATION INSULATIONUNFACED FIBERGLASS INSULATION, ASTM C665, THICKNESS AS INDICATEDSOUND TRANSMISSION CLASSIFICATION (STC): 45-49JOINT SEALANTSQUALITY STANDARD: ELASTOMERIC SEALANTS: ASTM C920LATEX SEALANTS: ASTM C 834MATERIALS:MANUFACTURER: PECORA OR APPROVED EQUIVALENT PRODUCTS AS FOLLOWS:1. MULTI-COMPONENT NON-SAG URETHANE SEALANT: PECORA DYNATROL II; FOR USE AT INTERIOR CONTROL, CONTRACTION,ANDEXPANSION JOINTS, AND AT INTERIOR JOINTS BETWEEN PERIMETER WALL AND WINDOW SYSTEMS AND INTERIOR PARTITIONS2. MEDIUM MODULUS NEUTRAL CURING SILICONE SEALANT: PECORA 895; FOR USE BETWEEN PLASTIC LAMINATE CASEWORK ANDADJACENT MATERIALS3. LATEX SEALANT: PECORA AC-20: FOR USE AT THE PERIMETER OF INTERIOR HOLLOW METAL DOOR FRAMES AND ATINTERIORJOINTS OF DISSIMILAR MATERIALS NOT INDICATED ABOVE4. MILDEW RESISTANT SILICONE SEALANT, PECORA 898 SILICONE SANITARY SEALANT, FOR USE AT PERIMETER OF TOILETFIXTURES5. BUTYL-RUBBER - BASED SOLVENT RELEASE-SEALANT: PECORA BC-158; FOR USE BETWEEN MATERIALS OR SURFACESWHERESLIDING MOVEMENT OCCURS
VINYL SIDING1. STYLE: DOUBLE 4" HORIZONTAL DUTCHLAP SIDING2. THICKNESS: .046"3. MANUFACTURERS: ASLIDE, CERTAINTEED,4. COLOR: ARCHITECT TO SELECT FROM MANUFACTURERS STANDARD COLORS.
PROVIDE PER MANUFACTURERS INSTALLTION INSTRUCTIONS AND OR THE "VINYL SIDING INSTALLATION MANUAL BY "VINYLSIDING INSTITUTE, INC".
DIVISION 7 - THERMAL & MOISTURE PROTECTION
HOLLOW METAL DOOR FRAMESQUALITY STANDARD: ANSI A250.8, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATEDMATERIALS:1. HOT ROLLED SHEETS: ASTM A 5692. COLD ROLLED SHEETS: ASTM A 366 OR ASTM A620
DOOR FRAMES:1. INTERIOR FRAMES: FABRICATED WITH MITERED OR COPED CORNERS AND CONTINUOUSLY WELDED CORNERS, 16 GAUGE2. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 TABLE 4 WITH REINFORCEMENT PLATES FROMSAME MATERIAL AS FRAMES.3. DOOR SILENCERS: STOPS SHALL RECEIVE 3 SILENCERS ON STRIKE JAMBS OF SINGLE DOOR FRAMES AND 2 SILENCERS ONHEADS OF DOUBLE DOOR FRAMESINSTALLATION:4. COMPLY WITH THE PROVISIONS OF ANSI/ A250.115. PROVIDE AT LEAST THREE WALL ANCHORS PER JAMB AT HINGE AND STRIKE LEVELS COMPLYING WITH THE FOLLOWING:
A. MASONRY TYPE: ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROMA60 METALLIC COATEDMATERIAL, NOT LESS THAN 0.042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHESWIDE BY 10 INCHESLONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK.B. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK.
6. INSTALL FIRE RATED FRAMES ACCORDING TO NFPA 807. EXTERIOR FRAMES IN COLD FORMED STEEL STUD PARTITION: FABRICATED WITH MITERED OR COPED CORNERS ANDCONTINUOUSLY WELDED CORNERS, 16 GAGE.8. EXTERIOR DOORS AND FRAMES SHALL BE FABRICATED FROM METALLIC-COATED SHEET STEEL: LEVEL 2 AND LEVEL B(HEAVY DUTY) PHYSICAL PERFORMANCE.9. EXTERIOR DOORS WITH GLASS LITES SHALL BE INSULATED TUBULAR STILE AND RAIL CONSTRUCTION WITH FULLY WELDEDCORNERS, FLUSH TOP, CONFIGURED TO RECEIVE 1/4" GLASS
INTERIOR WOOD DOORS:FLUSH SOLID CORE DOORS1. WDMA I.S.1-A PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM.2. FACES: ROTARY-CUT GRADE "AA" SELECT WHITE BIRCH, BOOK MATCHED3. CONSTRUCTION: 5-PLY, AWI PC-5 OR SLC-5, HARDWOOD EDGE STRIPS, PRE-MACHINED, PRE-FIT - BASIS OF DESIGN :GRAHAM, GPD4. PROVIDE OPAUQE FINISH - FIELD APPLIED.A. GRADE: PREMIUM.DOOR AND FRAME INSTALLATION1. COMPLY WITH THE PROVISIONS OF ANSI/ A250.8
DIVISION 8 - DOORS & WINDOWS
DOOR HARDWARE:SEE SHEET AB11-01 FOR HARDWARE TYPES AND SETS.
DIVISION 11 - EQUIPMENT (NOT USED)
DIVISION 12 - FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14 - CONVEYING SYSTEMS (NOT USED)
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ENGINEERING OF A CODE APPROVED MECHANICALAND PLUMBING SOLUTION. PREPARE A SET OF DRAWINGS BASED ON THE ENCLOSED INFORMATION AND THE DESIGNINTENT OF THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE ALL NECESSARY DRAWING, TABLES, ANDCALCULATIONS TO OBTAIN A PERMIT FROM THE PROPER JURISDICTION. PROVIDE A COPY OF THE PLANS TOARCHITECT AND OWNER.
2. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING MECHANICAL AND PLUMBING EQUIPMENT ANDSYSTEM COMPONENTS FOR COORDINATE WITH NEW PLANS.
3. HVAC, SPRINKLER (IF REQUIRED), LIFE SAFETY SYSTEMS (INCLUDING FIRE ALARM & EM LIGHT CONFIGURATION),SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. DRAWINGS WILL BE REVIEWED ONLY FOR GENERALCOMPLIANCE WITH THE CONTRACT DOCUMENTS.
4. MECHANICAL, ELECTRICAL AND PLUMBING ENGINEERED DRAWINGS WILL BE REVIEWED ONLY FOR GENERALCOMPLIANCE WITH THE CONTRACT DOCUMENTS.
5. HVAC TESTING AND BALANCE REPORT: AIR BALANCING PROCEDURES SHALL ORIGINATE FROM THE SUPPLY TO THEPROJECT SPACE AND EXTEND TO ALL DEVICES WITHIN THE PROJECT SPACE. THE HVAC TEST AND BALANCECONTRACTOR SHALL PREPARE A DETAILED LIST OF NONOPERATING PARTS/ SYSTEMS FOR SUBMITTAL TO THECONSTRUCTION MANAGER FOR REVIEW AND ACTION.
6. THE DESIGN AMBIENT AIR TEMPERATURE FOR SUMMER IS 72 DEGREES F. REVIEW EXISTING HVAC EQUIPMENT ANDREPORT ANY DEFICIENCIES IN ACHIEVING THE DESIGN TEMPERATURE. PROVIDE AND INSTALL NEW EQUIPMENT ASREQUIRED TO MEET DESIGN TEMPERATURE. TEST AND BALANCE HVAC SYSTEM AFTER INSTALLATION AND PROVIDE ANAIR BALANCE REPORT PRIOR TO SUBSTANTIAL COMPLETION.
DIVISION 22 PLUMBING & DIVISION 23 HVAC
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ENGINEERING OF A CODE APPROVED ELECTRICAL SYSTEMBASED ON THE ENCLOSED INFORMATION AND THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. CONTRACTORSHALL PROVIDE ALL NECESSARY DRAWINGS, TABLES, AND CALCULATIONS TO OBTAIN A PERMIT FROM THE PROPERJURISDICTION. PROVIDE A COPY OF THE PLANS TO ARCHITECT AND OWNER.
2. FIELD VERIFY EXISTING PANEL CONFIGURATION AND CAPACITY AND ALERT ARCHITECT IF THE CAPACITY IS INADEQUATEFOR THE PROPOSED DESIGN. ALL NEW AND EXISTING ELECTRICAL PANELS SHALL BE PROPERLY NUMBERED AND LABELEDPRIOR TO SUBSTANTIAL COMPLETION.
3. SCOPE OF ELECTRICAL WORK SHALL BE ON THE POWER AND COMMUNICATION PLAN AND THE REFLECTED CEILING PLAN.CONTRACTOR SHALL REFERENCE ELEVATIONS, PLANS AND DETAILS FOR TYPE, QUANTITY AND LOCATION OF OUTLETS ANDOTHER RECEPTACLES. DO NOT RELOCATE OUTLETS WITHOUT PRIOR APPROVAL. WHERE CONFLICTS OCCUR BETWEENPLANS AND EXISTING CONDITIONS, CONTACT ARCHITECT/owner FOR CLARIFICATIONS.
4. COORDINATE ALL ELECTRICAL WORK WITH OTHER VENDORS SUCH AS MECHANICAL, PLUMBING, DATA WIRING, LIFESAFETY SUBCONTRACTORS, APPLIANCES AND MILLWORKER. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL CONTACTARCHITECT IMMEDIATELY.
5. ALL PENETRATIONS THROUGH ROOFS, DEMISING WALLS, ETC. REQUIRED FOR ELECTRICAL CONDUITS AND RACEWAYSSHALL BE APPROVED BY BUILDING MANAGEMENT. ALL PENETRATIONS SHALL BE PROPERLY SEALED TO RETAIN FIRERATING AND SHALL BE 100% WATER TIGHT.
6. VERIFY MANUFACTURER'S FOR EQUIPMENT THAT OCCURS ON SEPARATE CIRCUITS. PROVIDE WIRING AND RECEPTACLESAS REQUIRED.
7. REPLACE ALL RECEPTABLES AND COVERPLATES LOCATED IN THE TOILET ROOMS WITH NEW GFCI RECEPTABLES.
DIVISION 26 ELECTRICAL
MISCELLANEOUS CARPENTRYLUMBER: COMPLY WITH DOC PS 20. DRESSED FOUR SIDES, S4S, 19 PERCENT MOISTURE CONTENT. WOOD PRESERVATIVETREATED MATERIALS: IN ACCORDANCE WITH AWPA C2, MINIMUM RETENTION OF 0.25 LB/CU FT. PROVIDE FOR CANTS,NAILERS, AND BLOCKING IN CONNECTION WITH ROOFING, ANDANY WOOD BLOCKING OR SIMILAR MEMBERS IN CONTACTWITH MASONRY OR CONCRETE. PLYWOOD BACKING PANELS: FIRE-RETARDANT-TREATEDPLYWOOD PANELS, C-D PLUGGED, EXPOSURE 1, 3/4 INCH THICK.
DIVISION 6 - WOOD & PLASTIC
COORDINATION: MODIFY OR ADJUST AFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INTEGRATE WORK OF THEALTERNATE INTO PROJECT.NOTIFICATION: IMMEDIATELY FOLLOWING AWARD OF THE CONTRACT, NOTIFY EACH PARTY INVOLVED, IN WRITING, OF THE STATUS OFEACH ALTERNATE. INDICATE IF ALTERNATES HAVE BEEN ACCEPTED, REJECTED, OR DEFERRED FOR LATER CONSIDERATION. INCLUDE ACOMPLETE DESCRIPTION OF NEGOTIATED MODIFICATIONS TO ALTERNATES.EXECUTE ACCEPTED ALTERNATES UNDER THE SAME CONDITIONS AS OTHER WORK OF THE CONTRACT.
SCHEDULE OF ALTERNATESNo. 1REMOVE AND REPLACE EXTERIOR DOORS/ FRAMES EX1 AND EX2 AS INDICATED. PATCH AND REPAIR DAMAGED WALLS AND FLOORS.PROVIDE NEW VCT FLOORING IN VESTIBULE AND ADJACENT TO DOOR EX2. PROVIDE PAINT WALL FINISH AND WALL BASE ON EXISTINGEXTERIOR WALL WHERE DOORS LOCATED, EXTENDING FROM CORNER TO CORNER.
BUILDING INSULATIONSOUND ATTENUATION INSULATIONUNFACED FIBERGLASS INSULATION, ASTM C665, THICKNESS AS INDICATEDSOUND TRANSMISSION CLASSIFICATION (STC): 45-49JOINT SEALANTSQUALITY STANDARD: ELASTOMERIC SEALANTS: ASTM C920LATEX SEALANTS: ASTM C 834MATERIALS:MANUFACTURER: PECORA OR APPROVED EQUIVALENT PRODUCTS AS FOLLOWS:1. MULTI-COMPONENT NON-SAG URETHANE SEALANT: PECORA DYNATROL II; FOR USE AT INTERIOR CONTROL, CONTRACTION,ANDEXPANSION JOINTS, AND AT INTERIOR JOINTS BETWEEN PERIMETER WALL AND WINDOW SYSTEMS AND INTERIOR PARTITIONS2. MEDIUM MODULUS NEUTRAL CURING SILICONE SEALANT: PECORA 895; FOR USE BETWEEN PLASTIC LAMINATE CASEWORK ANDADJACENT MATERIALS3. LATEX SEALANT: PECORA AC-20: FOR USE AT THE PERIMETER OF INTERIOR HOLLOW METAL DOOR FRAMES AND ATINTERIORJOINTS OF DISSIMILAR MATERIALS NOT INDICATED ABOVE4. MILDEW RESISTANT SILICONE SEALANT, PECORA 898 SILICONE SANITARY SEALANT, FOR USE AT PERIMETER OF TOILETFIXTURES5. BUTYL-RUBBER - BASED SOLVENT RELEASE-SEALANT: PECORA BC-158; FOR USE BETWEEN MATERIALS OR SURFACESWHERESLIDING MOVEMENT OCCURS
VINYL SIDING - REPLACEMENT OF DAMAGED ONLY1. STYLE: MATCH EXISTING2. THICKNESS: MATCH EXISTING3. COLOR: MATCH EXISTING
PROVIDE PER MANUFACTURERS INSTALLTION INSTRUCTIONS AND OR THE "VINYL SIDING INSTALLATION MANUAL BY "VINYLSIDING INSTITUTE, INC".
WEATHER BARRIER: TYVEK COMMERCIAL D OR EQUAL.INSTALL PER MANUFACTURERS RECOMMENDATION WITH TAPED JOINTS AND MANUFACTURERS FASTENERS.
SELF ADHERED FLASHING MEMBRANE: GRACE VYCOR 40 OR EQUAL.INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS (PROVIDE PRIMER WHERE SUBSTRATE REQUIRES)
BASIS OF DESIGN: EZ-ACCESS, A DIVISION OF HOMECARE PRODUCTS, INC., 700 MILWAUKEE AVE.N, ALGONA, WA 98001-7408. TOLL FREE: (800) 258-8503 OR FAX (877) 877-6671. WEBSITE:WWW.EZACCESS.COM. ANY ALTERNATE MANUFACTURER MUST BE APPROVED BY OWNER OR ARCHITECT PRIOR TO BIDOPENING.
PROVIDE SEALED PROFESSIONAL ENGINEERING DRAWINGS.
DESIGN OF ALL ALUMINUM MEMBERS SHALL CONFORM TO THE 2012 EDITION OF THE INTERNATIONALBUILDING CODES (IBC).
ALL COMPONENTS SHALL BE UNIVERSAL AS WELL AS REUSABLE. COMPONENTS SHALL BE EASY TO DISASSEMBLE ANDREASSEMBLE SO THAT A RAMP SYSTEM CAN BE RELOCATED AND ASSEMBLED INTO MANY DIFFERENTCONFIGURATIONS.
ALL EXPOSED SURFACES SHALL BE SMOOTH AND FREE OF SHARP OR JAGGED EDGES.
WARRANTY: PRODUCTS TO BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP IN THE COURSE OFMANUFACTURING FOR A PERIOD OF THREE YEARS BEGINNING AT DATE OF DELIVERY OF PRODUCT. THIS WARRANTYEXCLUDES ANY DEFECTS RESULTING FROM ABNORMAL USE IN INSTALLATION, SERVICE, ACCIDENTAL OR INTENTIONALDAMAGE OR ANY OCCURRENCES BEYOND THE MANUFACTURER'S CONTROL.
DIVISION 5 - METALS
WARRANTIES
WARRANTY WORK AGAINST DEFECTIVE MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION. REMEDY ANY AND ALL DEFECTS IN THE WORK UPON WRITTEN NOTIFICATION FROM THE OWNER. SUBMIT A WRITTENWARRANTY TO THE OWNER THAT ALL MATERIALS AND WORKMANSHIP SHALL BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEARAFTER THE DATE OF SUBSTANTIAL COMPLETION. THERE WILL BE NO ADDITIONAL COST TO REPAIR OR REPLACE ANY SUCH WORK THATIS FOUND TO BE DEFECTIVE WITHIN THE WARRANTY PERIOD.
MATERIALSRAMP SECTIONS SHALL BE CONSTRUCTED USING 6000 SERIES ALUMINUM ALLOY WITH 6061-T6 OR 6005-T5 BEING USEDFOR PRIMARY STRUCTURAL COMPONENTS.
RAMP SECTIONSENGINEERINGRAMP SECTIONS SHALL BE DESIGNED FOR A MINIMUM UNIFORM LIVE LOAD OF 100 POUNDS PER SQUARE FOOT AND ACONCENTRATED VERTICAL LOAD OF 300 POUNDS DISTRIBUTED UNIFORMLY OVER AN AREA OF 1 SQUARE FOOT.DESIGNALL RAMP SECTIONS SHALL BE DESIGNED FOR A 1:12 SLOPE.RAMP WALKING SURFACE SHALL BE 48” OR 54” CLEAR WIDTH & HAVE A 2” TALL (MINIMUM) CURB.THE WALKING SURFACE OF THE RAMP SHALL BE CONTINUOUS, WITHOUT GAPS, AND SHALL BE APPROXIMATELY 1-1/4” X 6”SELF-MATING ALUMINUM DECK WITH EXTRUDED SLIP RESISTANT SURFACE.
LANDINGSENGINEERINGLANDINGS SHALL BE DESIGNED FOR A MINIMUM UNIFORM LIVE LOAD OF 100 POUNDS PER SQUARE FOOT AND ACONCENTRATED STATIC VERTICAL LOAD OF 500 POUNDS DISTRIBUTED UNIFORMLY OVER AN AREA OF 1 SQUARE FOOT.DESIGNLANDINGS SHALL BE PREFABRICATED IN TYPICAL 64-5/16” SQUARE, 72-3/8” SQUARE OR 64-5/16” X 88-9/16”RECTANGULAR SECTIONS.LANDINGS SHALL BE DESIGNED FOR VARIABLE HEIGHTS.THE WALKING SURFACE OF THE LANDING SHALL BE CONTINUOUS, WITHOUT GAPS, AND SHALL BE COMPRISED OFAPPROXIMATELY 1-1/4” X 6” HIGH SELF-MATING ALUMINUM DECK WITH EXTRUDED SLIP RESISTANT SURFACE.
STEPSENGINEERINGSTEP SYSTEMS SHALL BE DESIGNED FOR A MINIMUM UNIFORM LIVE LOAD OF 100 POUNDS PER SQUARE FOOT AND ACONCENTRATED VERTICAL LOAD OF 300 POUNDS DISTRIBUTED UNIFORMLY OVER AN AREA OF 4 SQUARE INCHES.DESIGNSTEP RISERS SHALL BE BETWEEN 7” MAXIMUM AND 4” MINIMUM (6” TYPICAL) HIGH AND SHALL BE CLOSED.STEP TREADS SHALL BE 11” MINIMUM DEEP (12-1/2” TYPICAL) X 44” MINIMUM WIDE (50-1/2” TYPICAL).THE WALKING SURFACE OF THE STEP SHALL BE WITHOUT GAPS AND SHALL BE COMPOSED OF SELF-MATING ALUMINUMTREADS AND RISER CLOSURES WITH AN EXTRUDED SLIP RESISTANT SURFACE.
LEGSENGINEERINGTHE LEGS SHALL BE DESIGNED TO SUPPORT THE RAMP AND LANDING SECTIONS.MATERIALSALL FASTENERS SHALL BE CORROSION RESISTANT.DESIGNTHE LEGS SHALL TELESCOPE AND ALLOW FOR HEIGHT AND SLOPE ADJUSTMENTS. LEGS SHALL BE DESIGNED SO THATTHEY WILL BE PERPENDICULAR TO THE GROUND AND VERTICAL LOADS ARE TRANSMITTED AXIALLY THROUGH THEM,REGARDLESS OF SLOPE. ALL LEGS SHALL HAVE THROUGH BOLTED POLYMER 7-3/8” X 7-3/8” FOOTPADS TO ENSUREMAXIMUM LOAD DISTRIBUTION.
GUARDRAILS AND HANDRAILSENGINEERINGGUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIEDAT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL OR HANDRAIL AND TO TRANSFER THIS LOADTHROUGH THE SUPPORTS TO THE STRUCTURE.GUARDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIEDHORIZONTALLY AT THE REQUIRED GUARDRAIL HEIGHT AND A SIMULTANEOUS LOAD OF 100 POUNDS PER LINEAR FOOTAPPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL.GUARDRAIL INFILL (PICKETS, BALUSTERS, ETC) SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A 50 POUNDCONCENTRATED HORIZONTAL LOAD APPLIED OVER A ONE SQUARE FOOT AREA AT ANY POINT IN THE SYSTEM.THE LOADS SHALL NOT BE APPLIED SIMULTANEOUSLY.HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST A LOAD OF 50 LBS PER LINEAR FOOT APPLIED IN ANYDIRECTION. NOTE: THE LOADING CONDITIONS OF THE LOADS SHALL NOT BE APPLIED SIMULTANEOUSLY.MATERIALSALL GUARDRAILS, HANDRAILS AND HANDRAIL BRACKETS SHALL BE ALUMINUMCONSTRUCTION ALLOY 6061-T6, 6063-T5 OR 6005-T5.DESIGNHANDRAIL GRIPPING SURFACE SHALL BE SMOOTH AND CONTINUOUS THROUGHOUT RAMP SECTIONS, STEPS AND LANDINGS,RETURN TO A GUARD OR RETURN TO A WALL THAT IS NOT MORE THAN 1/4” FROM THE END OF THE HANDRAIL TERMINATION.THE UPPER HANDRAIL SHALL BE 1-1/2” DIAMETER TUBING. THE TOP OF THE UPPER HANDRAIL SHALL BE 36” ABOVE THEWALKING SURFACE. PER 2012 IBC SEC. 1012.2 THE HEIGHT OF THE HANDRAIL ABOVE THE FINISH SURFACE “SHALL BEUNIFORM, NOT LESS THAN 34” (864 MM) AND NOT MORE THAN 38”.GUARDRAILS SHALL FORM A PROTECTIVE BARRIER OF A MINIMUM OF 42” HIGH.GUARDRAILS SHALL BE DESIGNED SUCH THAT A 4” SPHERE CANNOT PASS THROUGH ANY OPENING.HANDRAILS AND GUARDS SHALL HAVE A MILL FINISH.
NOTES:1 .PROVIDE ALUMINUM TRANSITIONS BETWEEN ALL WALKING SURFACES AND THE RAMP, LANDING AND STAIR SURFACES.2. PROVIDE RAMP/ STAIR/ LANDING INSTALLATION IS A MANNER THAT DOES NOT CAUSE WATER TO INFILTRATE THEEXISTING BUILDING EXTERIOR WALL OR FOUNDATION.3. COORDINATE THE HEIGHTS OF THE SUPPORT LEGS WITH THE ELEVATIONS OF THE CONCRETE SLAB ON GRADE WITHMINIMAL DRAINAGE SLOPE TO THE LANDING ARE ALL LEVEL AND PLUMB AND RAMPS MEET THE ACCESSIBLEREQUIREMENTS.
WEATHER BARRIER: TYVEK COMMERCIAL D OR EQUAL.INSTALL PER MANUFACTURERS RECOMMENDATION WITH TAPED JOINTS AND MANUFACTURERS FASTENERS.
SELF ADHERED FLASHING MEMBRANE: GRACE VYCOR 40 OR EQUAL.INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS (PROVIDE PRIMER WHERE SUBSTRATE REQUIRES)
CHAIN LINK FENCING
FABRIC: ALUMINUM- COATED, 9 GAUGE, 2"x2" CHAINLINK FABRIC, ASTM A491 CLASS IIPOSTS AND RAILS: HOT DIPPED ZINC-COATED (GALVANIZED) STEEL PIPE, 1 5/8" OD PIPE
A. PROVIDE ALL FITTINGS, TIE WIRE AND HOG RINGS IN COMPLIANCE ASTM F626.B. INSTALL SUPPORT PIPE FRAMING ATTACHED TO THE RAMP/ LANDING SYSTEM OR CONCRETE SLAB.
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
REMOVE EXISTING WOOD RAMP, RAILING AND FOUNDATION IN IT'S ENTIRETY.D12
D13
D14 REMOVE EXISTING WOOD DOOR, HOLLOW METAL FRAME AND HARDWARE.
D16 EXISTING WATER CLOSETS SHALL REMAIN.
D17CAREFULLY REMOVE ALL EXISTING TOILET ROOM ACCESSORIES (TOILETTISSUE DISPENSERS, SEAT COVER DISPENSERS, SOAP DISPENSERS,SANTIARY TRASH, GRAB BARS AND MIRROR) AND TURN OVER TO OWNER.
D18REMOVE EXISTING EMERGENCY DEVICE AND CONDUIT. COORDINATE WITHOWNER AND CAMPUS SECURITY.
D19REMOVE EXISTING WATER CLOSET AND URINAL PLUMBING FIXTURE..COORDINATE EXTENT OF DEMOLITION WITH NEW PLUMBING CONFIGURATION.
D21CAREFULLY REMOVE THE EXISTING FLOOR VENT AND MODIFY THEDUCTWORK/ FLOOR FOR NEW LOCATION. COORDINATE WITH NEWHVAC CONFIGURATION.
D20 REMOVE THE EXISTING GWB PARTITION
ALTERNATE 1: CAREFULLY DISCONNECT CARD READER WIRING THAT SHALLREMAIN FOR CONNECTION TO NEW HARDWARE.
D02A
D06
REMOVE EXISTING DAMAGE GRASS/ TURF AROUND PERIMETER OFEXISTING ASPHALT/ GRAVEL PARKING AND EXISTING SIDEWALK.
D05
EXISTING CONCRETE CURB SHALL REMAIN.
EXISTING PLUMBING CLEAN-OUT SHALL REMAIN.D09
D15REMOVE EXISTING PLAM COUNTERTOP, DROP-IN BOWL LAVATORYFIXTURE, FAUCETS AND EXPOSED PLUMBING. PREP FOR CONNECTIONTO NEW FIXTURE.
D22 CAREFULLY REMOVE EXISTING CEILING GRID SYSTEM AND CEILINGTILES. SECURE LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO BERE-INSTALLED IN NEW SUSPENDED CEILING SYSTEM.
1. CONTRACTOR SHALL NOT CONSIDER REMOVAL NOTES TO BE ALL INCLUSIVE. IT IS THECONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILLTHE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACTLIMITS. DEVIATION FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELDCONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
3. REMOVE ITEMS DESIGNATED BY DASHED LINES. VERIFY CONDITIONS PRIOR TOCOMMENCEMENT OF WORK.
4. AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED SHALL STAYINTACT. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH REQUIREMENTS ONNEW WORK. PATCH AND REPAIR ADJACENT AREAS AS REQUIRED AFTER DEMOLITION INACCORDANCE WITH NEW WORK.
4. PATCH EXISTING DAMAGE TO WALLS, COLUMNS, FLOORS AND CEILINGS THAT ARETO REMAIN. REPAIRS SHALL MATCH EXISTING ADJACENT SURFACES & FINISHES.
5. WHERE ANY EXISTING CONSTRUCTION ARE REMOVED OR ALTERED, REPAIR ALLADJACENT SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND PREPAREEXISTING SURFACES TO RECEIVE NEW CONSTRUCTION AND/OR NEW SCHEDULED FINISHES.PATCH AND LEVEL FLOOR AT ALL PARTITION AND FLOORING REMOVAL.
6. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TOPREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE DEMOLISHEDAND ADJACENT WORK TO REMAIN.
7. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITIONAND INSTALLATION OF NEW CONSTRUCTION TO PREVENT WATER INFILTRATION INTO THEBUILDING.
8. ALL WORK AREAS SHALL BE CLEANED DAILY AND DEBRIS SHALL BE REMOVED ASNECESSARY TO PROMOTE A CLEAN WORK ENVIRONMENT FOR ALL.
9. ALL EXITS, EXIT DISCHARGES, EXIT ACCESS AND FIRE DETECTION SYSTEMS SHALL BEMAINTAINED FOR THE DURATION OF THE RENOVATION.
10. SHUTDOWN OF EXISTING SYSTEMS MUST BE COORDINATED WITH THE OWNER'SREPRESENTATIVE.
11. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE ANDPROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.
12. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED:LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICESAND MECHANICAL/ELECTRICAL SYSTEM SERVING AREAS TO BE SELECTIVELYDEMOLISHED.
13. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTINGSELECTIVE DEMOLITION OPERATIONS.
14. REMOVAL OF UTILITIES SHOWN ON REMOVAL DRAWINGS SHALL BE PERFORMED BYRELATED INDIVIDUAL TRADES AND ARE INDICATED FOR COORDINATION OF SCOPE OFWORK. REFER TO HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR SCOPE OFREMOVALS WITHIN RESPECTIVE TRADES.
15. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE ANDMASONRY AT JUNCTURES WITH OTHER ELEMENTS TO REMAIN USING POWER-DRIVENMASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.
16. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTINGFROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE.
17. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.
18. COORDINATE DEMOLITION WITH BUILDING OWNER AND OTHER TRADES. CONFIRMEXTENT, TIMING, AND ITEMS TO BE SALVAGED BY BUILDING OWNER.
19. STORE ITEMS TO BE RELOCATED AND PROTECT FROM DAMAGE.
20. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THEWORK. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOTDISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BEREMOVED BY OWNER UNDER SEPARATE CONTRACT.
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
EPOXY EMBED #4 BARDOWELS INTOEXISTING CMUFOUNDATION AT 32" OC
NOTE:1. CAREFULLY REMOVE AND REINSTALLVINYL SIDING ALONG NEW RAMP, STAIRAND LANDING.
EXISTING MASONRYFOUNDATION WALL
EXISTING FLOORASSEMBLY
EXISTING WALLASSEMBLY
MTL CAPFLASHING
12" X 11 1/4"PVC TRIM
EXISTING VINYL SIDING
SELF ADHEREDFLASHINGMEMBRANEOVERLAP CMU
MTL CAPFLASHING
REINSTALL SIDING
#4 BAR CONT.TYP. AT (2)
4" DE #57 STONELAYER
#3 BAR AT8" OC EACH WAY
CONCRETE
ALUMINUM RAMP ANDRAILING SYSTEM
VAR
IES
VAR
IES
8"
LIMITS OFCONSTRUCTIONRAMP/ ENTRANCE
KEY PLAN - MAIN ENTRANCE
1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM FACE OFWALL FINISH OR MASONRY
2. PARTITIONS ABOVE OPENINGS SHALL BE THE SAME AS THEPARTITIONS BESIDE THE OPENING.
3. ALL PENETRATIONS THROUGH DRYWALL AND MASONRY SURFACESINCLUDING BUT NOT LIMITED TO PIPE, CONDUIT, DUCTWORK, GRILLES,REGISTERS, DEVICE BOXES, HANGER RODS, ETC. SHALL HAVE THEIRCOMMON JOINTS WITH DRYWALL AND/OR MASONRY CAULKED TOPROVIDE AN AIR-TIGHT SEAL.
4. CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINSINCURRED DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALLBE RESPONSIBLE FOR REMOVING ALL TEMPORARY EQUIPMENTCOVERINGS USED DURING CONSTRUCTION.
5. PROVIDE FRAMED OPENINGS AS REQUIRED FOR MECH AND ELECTEQUIPMENT PENETRATIONS.
6. TEMPORARILY REMOVE AND RE-INSTALL LIGHTS FIXTURES, SURFACEMOUNTED EQUIPMENT AND DOWNSPOUTS AS REQUIRED FORINSTALLATION OF RAMP AND NEW SIDING. VERIFY WITH OWNER, PRIORTO RE-INSTALLATION IF ALTERNATIVE OR REPLACEMENT LIGHTFIXTURES MAY BE REQUIRED.
7. CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND IF ANYELEVATION DESCREPENCIES ARE IDENTIFIED OR DETERMINED THATMAY AFFECT THE RAMPED SURFACES SLOPES THEY ARE RESPONSILETO MAKE THE ARCHITECT AND OWNER AWARE TO DETERMINE ANYAPPROVED MODIFICATIONS TO THE DESIGN.
FLOOR PLAN NOTES
1. INSTALL MOISTURE RESISTANT BOARD ON ALL WET LOCATIONS.
2. CONSTRUCT THE HIGHER RATED PARTITION FIRST, THEN PROCEED TOTHE LOWER RATED PARTITIONS.
3. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES,ACCESSORIES, AND THE INSTALLATION OF GRAB BARS AS PERMANUFACTURER'S RECOMMENDATIONS.
4. COORDINATE LOCATIONS OF FIRE RATED PARTITIONS WITHREQUIREMENTS NOTED ON THE CODE PLANS.
5. COORDINATE APPLIED SURFACE MATERIAL WITH FINISH SCHEDULE.
PARTITION NOTES
ALTERNATE 1: PATCH AND REPAIR PORTION OF THE EXISTINGDAMAGED SUBFLOOR AT NEW DOOR LOCATION. PROVIDEFLUSH COPLANER TRANSITION BETWEEN NEW AND EXISTINGAND EXTEROIR LANDING ELEVATIONS.
FLOOR PLAN KEY NOTES
A01
A02
A03
A04
ALUMINUM GUARDRAILING SYSTEMA07
ALTERNATE: PATCH/ REPAIR GWB AT NEW DOOR JAMBINSTALLATION. MODIFY OR PROVIDE NEW CFM STUD FRAMINGAT JACK STUDS OR HEADER AS REQUIRED.
A08
ALTERNATE 1: PROVIDE NEW DOOR AND FRAME AT EXISTINGOPENING. PATCH AND REPAIR EXTERIOR WALL AS INDICATED.
PROVIDE 1X PVC BAND BOARD OVER WEATHER BARRIER/FLASHING AT BOTTOM AS INDICATED IN DETAILS.
ALUMINUM RAMP - MAXIMUM SLOPE = 1 : 12.
A05 ALUMINUM LANDING - HORIZONTAL
A06
PROVIDE ALUMINUM GUARDRAILING SYSTEM AS INDICATED.A09
PROVIDE ALUMINUM STAIR SYSTEM AS INDICATED.A10
ALTERNATE: PROVIDE CONNECTION BETWEEN THE EXISTINGCARDREADER AND CONTROL SYSTEM WITH THE NEW ELECTRICHARDWARE PROVIDED WITH THE NEW DOOR AND FRAME. PATCHAND REPAR THE WALL AS NEED TO PROVIDE AN AS NEWCONDITION.
A11
ALTERNATE: PROVIDE NEW 12"X12" VCT FLOORING AND 4"RESILIENT BASE INSIDE THE ENTIRE EXISTING VESTIBULE.
A12
PROVIDE 4" CONCRETE SLAB ON GRADE OVER COMPACTEDGRAVEL AND WWF 6X6, MAX SLOPE 1:50 AT STAIR AND RAMPLANDINGS, MAX SLOPE 1: 20 CONNECTING TO SIDEWALK.PROVIDE CTL JTS 5' OC MAX.
A13
PROVIDE NEW TOP SOIL, PROTECT AND SEED FOR NEWGRASS, FINISH GRADING TO ALIGN WITH EXISTING LAWN/ NEWSIDEWALKS & TOP OF CURB. MATCH DSU STANDARDS.
A14
PROVIDE 4" CONCRETE SLAB ON GRADE OVER COMPACTEDGRAVEL AND WWF 6X6, MAX SLOPE 1:50 AT INTERSECTIONSOF SIDEWALK FROM BUILDING, MAX SLOPE 1: 20 CONNECTINGTO SIDEWALK. PROVIDE CTL JTS 5' OC MAX.
A15
EXISTING SIDEWALK TO REMAIN.A15A
PROVIDE (5) 36" X 6" DIA. STL PIPE BOLLARDS, CONC FILLEDW/ CONC 18" DIA SONOTUBE FOOTING 42" DEEP, COORD. FINALLOCATIONS WITH OWNER/ ARCHITECT IN THE FIELD.
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
VINYL COATED CHAINLINKFENCE MESH W/ WHITE SLATSAND GALV. STL PIPES, TYP ATALL GAPS BELOW RAMP,LANDING AND STEPS
AB11-01
4
ALUMINUM RAMPAND RAILINGSYSTEM
CONCRETE SLAB
ALUMINUM STAIRAND RAILINGSYSTEM
GRADE-4' - 0"
2
AB20-01
LANDING
4' - 11 1/2"
RAMP
23' - 0"
RAMP
16' - 0"
ALUMINUM STAIR, RAMPAND GUARDRAILINGSYSTEM
VINYL COATED CHAINLINK FENCE MESH W/ WHITESLATS AND GALV. STL PIPES, TYP AT ALL GAPSBELOW RAMP, LANDING AND STEPS
VINYL COATED CHAINLINK FENCE MESHW/ WHITE SLATS AND GALV. STL PIPES,TYP AT ALL GAPS BELOW LANDING
RAMP BEYOND
3' - 0"LANDING
4' - 0"
6T @ 11"
5' - 6"
LIMITS OFCONSTRUCTIONRAMP/ ENTRANCE
KEY PLAN - MAIN ENTRANCE
DOOR LEAF
SEALANTBOTH SIDES
EXTERIOR STUD WALLW/ GWB FINISH TOREMAIN.
HM FRAME W/ANCHORS
HEAD - H2 (ALT.)
FILL ENTIRE FRAMEVOID W/ LOWPRESSURE SPRAYINSULATION
SELF ADHERED FLASHINGMEMBRANE, EXTEND 4"UP FACE OF WALL
SEALANT W/ BR
24 GA MTL FLASHINGW/ HEMMED EDGE
VINYL SIDINGW/ J TRIM
COMMERCIAL "D" TYVEKWEATHER BARRIER OVERNEW AND EXISTINGSHEATHING, LAP OVER MTLFLASHING AND TAPE
PATCH EXTERIORSHEATHING AROUND NEWDOOR
EXISTING EXTERIORSHEATHING TO REMAIN
DOOR LEAF
SEALANT BOTH SIDES
EXTERIOR STUD WALLW/ GWB FINISH TOREMAIN.
HM FRAME W/ ANCHORS
FILL ENTIRE FRAMEVOID W/ LOWPRESSURE SPRAYINSULATION
SELF ADHEREDFLASHINGMEMBRANE, EXTEND4" UP FACE OF WALL
SEALANT W/ BR
VINYL SIDINGW/ J TRIM
COMMERCIAL "D" TYVEKWEATHER BARRIER OVERNEW AND EXISTINGSHEATHING, LAP OVER MTLFLASHING AND TAPE
PATCH EXTERIORSHEATHING AROUNDNEW DOOR
EXISTING EXTERIORSHEATHING TO REMAIN
VIF
PATCH GWB AT NEWFRAME
JAMB - J2 (ALT.)
VIF
SILL - S2 (ALT.)
ALUMINUM DECKINGSYSTEM
DOOR LEAF
ACQ BARRIER ATTOP OF PT WDFRAME
S.S. FLASHING
VCT FLOOR FINISH ONEXISTING SUBFLOOR
PATCH AND REPAIR ANYDAMAGED SUBFLOORUNDER THRESHOLD
SELF ADHEREDFLASHING MEMBRANE
PANIC THRESHOLD ALUMINUM EDGETRIM
PT WOOD FRAMING
WEATHER BARRIEROVER EXPOSED WD
EXISTING FLOORFRAMING TO REMAIN
TYPE D01 TYPE F01
SEE S
CHED
ULE
SEE SCHEDULE
TYPE D02
SEE S
CHED
ULE
SEE SCHEDULE
5 1
/2"
3' -
8"
5 1/2"5 1/2"
G3
INTER
IOR
7'-2"
INT. 2"
2"2"
SCHED
SEE
EXTER
IOR
7'-4"
EXT 4
"
GEN. NOTES DRS, FRAMES & HRDW
1. INTERIOR DOOR CLOSERS MUST BE SET NO HIGHER THAN 5 POUNDSOF PRESSURE TO OPERATE (TYP FOR INTERIOR)
2. OPENING HARDWARE IS CENTERED A MAXIMUM OF 48" ABOVE FINISHFLOOR
3. MINIMUM STRIKE SIDE CLEARANCE ON PULL SIDE OF DOOR IS:A. 18" MIN INTERIOR DOORS, FRONT APPROACHB. 36" MIN INTERIOR DOORS, HINGE APPROACHC. 42" MIN INTERIOR DOORS, HINGE APPROACH(IF CORRIDOR IS LESS THAN 60", BUT GREATER THAN 54")C. 24" MIN INTERIOR DOORS, LATCH APPROACH
4. MINIMUM STRIKE SIDE CLEARANCE ON PUSH SIDE OF DOORA. 0" FRONT APPROACHB. 12" MIN, FRONT APPROACH w/ LATCH AND CLOSERC. 54" MIN, TOTAL WIDTH, HINGE APPROACHD. 24" MIN, LATCH APPROACH
5. DOOR CLOSERS MUST BE SET SO THAT IT TAKES AT LEAST 3SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TOWITHIN 3" OF THE LATCH
6. ALL WIRING CONDUIT IDENTIFIED ON THE DRAWINGS, OR REQUIREDFOR THE INSTALLATION OF ELECTRONIC COMPONENTS, THAT IS WITHINHOLLOW METAL FRAMES SHALL BE PROVIDED AS PART OF THEHOLLOW METAL FARME, WITH TERMINATIONS APPROPRIATE FOREXTENSION BY OTHER TRADES.
7. SEE SPECIFICATION FOR DOOR HARDWARE SETS. TYP
8. F = PROVIDE TRANSLUSCENT ADHERED FILM TO (1) SIDE OF GLASSPANE
9. PROVIDE WD BLKG TO MOUNT WALL STOPS
10. PROVIDE SIGN ADJACENT TO MAIN ENTRANCE DOOR 100A TO READ"THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS".
11. PROVIDE 1" UNDERCUT AT ALL TOILET ROOM DOORS.
12. PROVIDE WOOD BLOCKING TO MOUNT ALL WALLSTOPS.
13. ALL LOCKSETS AND LATCHSETS SHALL BE LEVER TYPE TO MEETADA2010 & ANSI A117.1.
14. F-NUMBERS REFER TO FUNCTIONS OF BHMA SERIES 4000 BOREDLOCKS.
HARDWARE1. ELECTRIC RIM EXIT DEVICE: VON DUPRIN 98 SERIES A. EL98 E996L-R/V 626 (FAIL SECURED) B. PROVIDE ALL ELECTRICAL ACCESSORIES REQUIRED TO FUNCTIONINCLUDING BUT NOT LIMITED TO ELECTRIC POWER SUPPLY AND ELECTRICPOWER TRANSFER.2. ELECTRIC RIM EXIT DEVICE: VON DUPRIN 98 SERIES A. 98EO3. REMOVABLE MULLION: VON DUPRIN KR4954 SP284. CLOSERS: LCN 4040XP OR EQUAL5. EXTERIOR HINGES: MCKINNEY, ALUMINUM CONTINUOUS GEARED HINGEOR EQUAL.6. INTERIOR HINGES: MCKINNEY, STAINLESS STEEL 4 1/2 x 4 1/2, 5-KNUCKLE HEAVY DUTY.7. WALL STOPS: IVES ROCKWOOD, 626 OR EQUAL.7. THRESHOLD: REESE S483AU PANIC TYPE ADA ALUMINUM THRESHOLD8. PROTECTION PLATE: HAGER 214S, STAINLESS STEEL OR EQUAL.9. DOOR HEAD/ JAMB WEATHERSTRIPPING: REESE 364SS (NEOPRENE)OR EQUAL.10. PUSH/ PULL: IVES 8103-10"/ 8303, STAINLESS STEEL11. PUSH: IVES 8303, STAINLESS STEEL
PROVIDE CYLINDERS TO MATCH DELAWARE STATE UNIVERSITYSTANDARDS: SCHLAGE PRIMUS INTERCHANGEABLE CORE, SCHLAGESTRUCTURE NUMBER 2034
HARDWARE SETS
SET NO. 2 - DOOR NO. EX012 EXTERIOR HINGE1 REMOVABLE MULLION1 ELECTRIC EXIT DEVICE1 EXIT DEVICE2 CLOSER2 PROTECTION PLATE2 WEATHERSTRIPPING1 THRESHOLD
SET NO. 3 - DOOR NO. EX021 EXTERIOR HINGE1 EXIT DEVICE1 CLOSER1 PROTECTION PLATE1 WEATHERSTRIPPING1 THRESHOLD
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
ABBREVIATIONST TREADT&G TONGUE & GROOVETEL TELEPHONETEMP TEMPORARYTHK THICK (NESS)THRU THROUGHTOS TOP OF STEELTOW TOP OF WALLTYP TYPICALUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUTIL UTILITYVCT VINYL COMPOSITE TILEVIF VERIFY IN FIELDVIN VINYLW WESTW/ WITHLOCATION MAP
PROJECT LOCATION
STANDARD GENERAL NOTES
1. All work shall be in accordance with applicable state and local building codes and all other governing agencies andregulations.2. Contractor shall verify all conditions and dimensions in the field prior to commencement of the work. Verify layout inrelation to property, benchmarks, and other fixed conditions. Report discrepancies to the Architect immediately upondiscovery.3. Notify Architect of discrepancies regarding the Contract Documents or design intent immediately upon discovery.Contractor shall be responsible for obtaining clarification prior to proceeding with the work or related work.4. Contractor shall obtain all required building permits and licenses.5. Contractor shall remove all rubbish and debris from the site during course of project, and dispose of legally off-site.6. Contractor shall perform all cutting, patching and protection required to complete the work indicated on the ContractDocuments.7. Contractor shall provide all inspections and tests required by state and local authorities including but not limited toearthwork, concrete, steel erection, mechanical, plumbing, and electrical work. Refer to individual drawings andspecifications for additional testing requirements.8. Unless indicated otherwise in Specifications, products and manufacturers are noted to establish the type and quality ofmaterials to be provided. Contractor may submit proposed substitutions to the Architect for review, with enoughsupporting data provided for the Architect to make an evaluation. Contractor shall include costs associated withproposed substitution, including redesign, and alteration of adjacent work to accept substitution.9. All dimensions are either to face of masonry or the face of stud, unless noted otherwise. Drawings are not to be scaled.10. Install all equipment and materials per manufacturer's instructions and recommendations unless specifically otherwiseindicated, or where local codes and regulations take precedence.11. Contractor shall provide supervision while any subcontractors or workers are on the job site and shall supervise anddirect all work.12. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, procedures, sitesafety, erosion and sedimentation control, and coordinating the work of all trades under the contract.13. No products containing asbestos or other hazardous materials shall be installed on this project or used during theconstruction of the project. It shall be the responsibility of the Contractor to certify to the Owner that this requirementhas been met. Subcontractors shall verify to the Contractor that no asbestos or other hazardous products are used intheir work.14. Locations of rated fire/smoke separations and/or fire resistive structural protection are shown on documents. Providecomplete assemblies to meet fire resistive requirements of the project including protection of structural elements andfire separation assemblies. Maintain the integrity of these assemblies at openings and penetrations including but notlimited to fire or smoke dampers in ductwork, light fixture protection, electrical device box ratings, expansion joints,and sealants. Provide this protection by using complete building component systems approved by recognized authoritiessuch as Underwriters Laboratories, Inc., Factory Mutual, or other building code accepted agencies. It is theresponsibility of the Contractor to coordinate subcontractors and suppliers to accomplish this work during bidding,procurement, scheduling, sequencing and construction of the project.15. Delegated Design: When professional design services or certifications related to systems, materials, or equipment arerequired by these documents, the Architect/Engineer will specify performance and design criteria that such servicesmust satisfy. The Contractor shall cause such services and certifications to be provided by a properly licensed designprofessional, whose signature and seal shall appear on all drawings, calculations, Shop Drawings and other relatedsubmittals. The Owner and Architect/Engineer shall be entitled to rely upon the accuracy and completeness of thosedelegated services. The Architect/Engineer will review submittals only for the limited purpose of checking forconformance with the performance and design criteria..
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
AA10-01 DEMOLITION PLANAA11-01 FLOOR PLAN, DOOR SCHEDULE & DETAILS
SHEET LIST1. APPLICABLE CODE(S) & REGULATION FOR THIS PROJECT
STATE2009 INTERNATIONAL BUILDING CODE2009 INTERNATIONAL EXISTING BUILDING CODEICC A117.1-2003 ACCESSIBLE AND USEABLE BUILDING & FACILITIES2010 ADA STANDARDS OF ACCESSIBLE DESIGN2013 DELAWARE STATE FIRE PREVENTION REGULATIONS2013 NFPA LIFE SAFETY CODE
2. OCCUPANCY USE CLASSIFICATION(S): B-BUSINESS3. CONSTRUCTION TYPE(S): 5B (EXISTING BUILDING RENOVATION)4. PROJECT DESCRIPTION: INTERIOR RENOVATION (FIT-OUT)5. BUILDING CODE DETAILS: SEE SUMMARY ON FOLLOWING G-SERIES SHEET(S).
KEY INFORMATION
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"TOILET ROOMS"
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PROJECT SUMMARY
THE PROJECT CONSISTS OF ALTERATIONS TO PORTIONS OF AN EXISTING, ONE STORY BUILDING AT DELAWARE STATE UNIVERSITY,COTTAGE 504, AT 1200 NORTH DUPONT HIGHWAY. THE ALTERATIONS INCLUDE MODIFICATIONS TO EXISTING BUSINESS OFFICE TOILETROOMS TO MEET THE CURRENT ACCESSIBILITY CODES.
GENERAL
AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 2007 EDITION, ARE HEREBY INCORPORATEDINTO THE CONTRACT DOCUMENTS AS IF COMPLETELY REPRODUCED HEREIN, EXCEPT AS SPECIFICALLY MODIFIED BY THE CONTRACTDOCUMENTS.
ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES, APPLICABLE LAWS AND REGULATIONS, ANDALL APPLICABLE REQUIREMENTS OF REGULATORY AGENCIES. IF THERE IS CONFLICT AMONG THE DRAWINGS, SPECIFICATIONS, OTHERCONTRACT DOCUMENTS, CODES OR REGULATIONS, THE STRICTEST STANDARDS SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THEARCHITECT IMMEDIATELY IF THERE IS SUCH A CONFLICT WITH THE CONTRACT DOCUMENTS.
ITEMS OF WORK INDICATED ON THE DRAWINGS, BUT NOT SPECIFIED, AND ITEMS OF WORK SPECIFIED, BUT NOT SHOWN ON THEDRAWINGS, SHALL BE CONSIDERED REQUIRED AS IF INDICATED IN BOTH. DRAWINGS ARE INTENDED TO SHOW GENERALARRANGEMENT, DESIGN, AND EXTENT OF WORK, AND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FORROUGH-IN MEASUREMENTS OR TO SERVE AS SHOP DRAWINGS.
VERIFY ALL PROJECT CONDITIONS, DIMENSIONS, AND DETAILS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IMMEDIATELYNOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN THE DOCUMENTS FOR CORRECTION BY THE ARCHITECT PRIOR TOPROCEEDING WITH THE WORK.
ALL WORK SHALL BE PERFORMED BY SKILLED MECHANICS EXPERIENCED IN THEIR RESPECTIVE TRADES. INSTALL ITEMS IN ACCURATELOCATION, PLUMB, LEVEL, SQUARE, PARALLEL, STRAIGHT, FLUSH, IN PLANE LINE, TRUE TO SHAPE, AND NEAT. CHECK THE WORK OFEACH TRADE FOR SOUNDNESS OF CONSTRUCTION, LOCATION, WORKMANSHIP AND OTHER SUITABILITY, AND PROCEED ONLY AFTERALL IMPERFECTIONS HAVE BEEN ELIMINATED.
AS WORK PROGRESSES, KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS, DEBRIS, AND RUBBISH. AT THECOMPLETION OF THE PROJECT, REMOVE FROM THE BUILDING AND SURROUNDING AREA ALL WASTE MATERIALS, DEBRIS, EQUIPMENT,TOOLS, SCAFFOLDING. SURPLUS MATERIALS NOT OTHERWISE INDICATED TO BE RETAINED BY THE OWNER SHALL ALSO BE REMOVEDFORM THE SITE.
MODIFICATION PROCEDURES
OWNER-INITIATED CHANGE ORDER PROPOSAL REQUESTS: THE ARCHITECT WILL ISSUE A DESCRIPTION OF THE PROPOSED CHANGES INTHE WORK THAT REQUIRE AN ADJUSTMENT IN THE CONTRACT SUM OR TIME. THE DESCRIPTION MAY INCLUDE SUPPLEMENTAL ORREVISED DRAWINGS OR SPECIFICATIONS. PROPOSAL REQUESTS ARE FOR INFORMATION ONLY AND ARE NOT AN INSTRUCTION TOSTOP WORK, OR TO EXECUTE THE PROPOSED CHANGE. WITHIN 14 CALENDAR DAYS, SUBMIT AN THE COST NECESSARY TO EXECUTE THECHANGE FOR THE OWNER'S REVIEW. INCLUDE AN ITEMIZED LIST OF PRODUCTS REQUIRED AND UNITS COSTS, ALONG WITH ANYADDITIONAL COSTS INCLUDING MARKUPS AND OVERHEAD. INDICATE THE EFFECT ON THE CONTRACT SUM AND THE CONTRACT TIME.
CONTRACTOR-INITIATED PROPOSALS: WHEN UNFORESEEN CONDITIONS REQUIRE MODIFICATIONS, THE CONTRACTOR MAY SUBMIT AREQUEST FOR A CHANGE TO THE OWNER AND ARCHITECT. DESCRIBE THE PROPOSED CHANGE. INDICATE THE REASONS FOR THECHANGE AND THE EFFECT OF THE CHANGE ON THE CONTRACT SUM AND THE CONTRACT TIME. INCLUDE AN ITEMIZED LIST OF THEPRODUCTS REQUIRED AND UNIT COSTS, ALONG WITH ANY ADDITIONAL COSTS INCLUDING MARKUPS AND OVERHEAD.
COORDINATION
COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN THE VARIOUS TRADES OF THE WORK TO ASSURE EFFICIENT AND ORDERLYINSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS OF DIFFERENT TRADES THAT DEPEND ONEACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION.
SCHEDULE CONSTRUCTION OPERATIONS IN THE SEQUENCE REQUIRED TO OBTAIN THE BEST RESULTS WHERE INSTALLATION OF ONEPART OF THE WORK DEPENDS ON THE INSTALLATION OF OTHER COMPONENTS, BEFORE OR AFTER ITS OWN INSTALLATION.
MAKE PROVISIONS TO ACCOMMODATE ITEMS SCHEDULED FOR LATER INSTALLATION.
INSPECTION OF CONDITIONS: REQUIRE THE INSTALLER OF EACH MAJOR COMPONENT TO INSPECT BOTH THE SUBSTRATE ANDCONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEENCORRECTED IN AN ACCEPTABLE MANNER.
COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND TESTS TO MINIMIZE THE NECESSITY OF UNCOVERINGCOMPLETED CONSTRUCTION FOR THAT PURPOSE.
SUBMITTALS
COORDINATE SUBMITTAL PREPARATION WITH CONSTRUCTION, FABRICATION, AND OTHER SUBMITTALS, AND ACTIVITIES THAT REQUIRESEQUENTIAL OPERATIONS. TRANSMIT IN ADVANCE OF CONSTRUCTION OPERATIONS TO AVOID DELAY. SUBMITTALS SHALL BEPROVIDED FOR ALL WORK OF THE PROJECT.
PROCESSING: ALLOW (7) CALENDAR DAYS FOR REVIEW. ALLOW MORE TIME IF THE ARCHITECT MUST DELAY PROCESSING TO PERMITCOORDINATION. THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION UNTILRELATED SUBMITTALS ARE RECEIVED.
SHOP DRAWINGS: SUBMIT NEWLY PREPARED INFORMATION DRAWN TO SCALE. INDICATE DEVIATIONS FROM THE CONTRACTDOCUMENTS. DO NOT REPRODUCE THE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION. SUBMIT ONE CORRECTABLE,REPRODUCIBLE PRINT AND ONE BLUE OR BLACK LINE PRINT ON SHEETS AT LEAST 8-1/2 INCHES BY 11 INCHES BUT NO LARGER THAN30 INCHES BY 42 INCHES. THE ARCHITECT WILL RETURN THE REPRODUCIBLE PRINT.
SAMPLES: SUBMIT FULL-SIZE SAMPLES CURED AND FINISHED AS SPECIFIED, AND IDENTICAL WITH THE MATERIAL PROPOSED. MOUNTTHE SAMPLES TO FACILITATE REVIEW OF QUALITIES. SUBMIT SAMPLES FOR REVIEW OF SIZE, KIND, COLOR, PATTERN, AND TEXTURE,FOR A CHECK OF THESE CHARACTERISTICS, AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN THE FINAL SUBMITTALAND THE ACTUAL COMPONENT AS DELIVERED AND INSTALLED.
PRODUCT DATA: COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION. MARK EACH COPY TOSHOW APPLICABLE CHOICES AND OPTIONS. WHERE PRODUCT DATA INCLUDES INFORMATION ON SEVERAL PRODUCTS, MARK COPIESTO INDICATE APPLICABLE INFORMATION. SUBMIT 4 COPIES. THE ARCHITECT WILL RETAIN ONE AND RETURN THE OTHERS MARKED WITHACTION TAKEN.
MATERIALS AND EQUIPMENT
SOURCE LIMITATIONS: TO THE FULLEST EXTENT POSSIBLE. PROVIDE PRODUCTS OF THE SAME KIND FROM A SINGLE SOURCE.
DELIVER, STORE AND HANDLE PRODUCTS ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, USING MEANS AND METHODSTHAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT. STORE PRODUCTS SUBJECT TO DAMAGE BY THEELEMENTS ABOVE GROUND, UNDER COVER IN A WEATHER TIGHT ENCLOSURE, WITH VENTILATION ADEQUATE TO PREVENTCONDENSATION. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN THE RANGE REQUIRED BY THE MANUFACTURER'S INSTRUCTIONS.
PROVIDE WEATHER-RESISTANT AND DUST PROOF TEMPORARY ENCLOSURES AROUND CONSTRUCTION OPERATIONS.
PROPRIETARY SPECIFICATION REQUIREMENTS: WHERE SPECIFICATIONS NAME ONLY A SINGLE PRODUCT OR MANUFACTURER, PROVIDETHE PRODUCT SPECIFIED OR SUBMIT SUBSTITUTION REQUEST WITH DATA FOR ARCHITECT DETERMINATION EQUAL.
SEMI-PROPRIETARY SPECIFICATION REQUIREMENTS: WHERE SPECIFICATIONS NAME 2 OR MORE PRODUCTS OR MANUFACTURERS,PROVIDE ONE OF THE PRODUCTS INDICATED.
DESCRIPTIVE SPECIFICATION REQUIREMENTS: WHERE SPECIFICATION DESCRIBE A PRODUCT OR ASSEMBLY, LISTING EXACTCHARACTERISTICS REQUIRED, WITH OR WITHOUT THE USE OF A BRAND NAME PROVIDE A PRODUCT OR ASSEMBLY THAT PROVIDES THECHARACTERISTICS AND OTHERWISE COMPLIES WITH THE CONTRACT REQUIREMENTS.
SUBSTITUTIONS
MANUFACTURERS AND PRODUCTS INDICATED ARE CONSIDERED STANDARD OF DESIGN AND PERFORMANCE. ALTERNATE PRODUCTSBY APPROVED MANUFACTURERS DEEMED EQUIVALENT BY THE ARCHITECT WILL BE ACCEPTABLE. THE ARCHITECT WILL CONSIDERWRITTEN REQUESTS FOR SUBSTITUTIONS RECEIVED NOT LESS THAN 10 DAYS PRIOR TO END OF THE BIDDING PERIOD. ALTERNATESSUBMITTED AFTER THIS TIME CANNOT BE REVIEWED. PROVIDE THE FOLLOWING DOCUMENTATION:
1. COMPLETE PRODUCT INFORMATION AND OTHER DATA2. COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES NECESSARY TO ACCOMMODATE THE SUBSTITUTION3. COMPARISON OF THE SUBSTITUTION WITH THE WORK SPECIFIED, INCLUDING PERFORMANCE AND VISUAL EFFECT4. SAMPLES, WHERE APPLICABLE OR REQUESTED5. THE EFFECT OF THE SUBSTITUTION ON THE CONSTRUCTION SCHEDULE AND CONTRACT TIME6. COST INFORMATION, INCLUDING ANY PROJECTED NET CHANGE TO THE CONTRACT SUM7. CERTIFICATION THAT THE SUBSTITUTION CONFORMS TO THE CONTRACT DOCUMENTS AND IS APPROPRIATE FOR THE APPLICATIONSINDICATED
ALLOWANCES
CERTAIN ITEMS ARE SPECIFIED IN THE CONTRACT DOCUMENTS BY ALLOWANCES. ALLOWANCES HAVE BEEN ESTABLISHED IN LIEU OFADDITIONAL REQUIREMENTS AND TO DEFER SELECTION OF ACTUAL MATERIALS AND EQUIPMENT TO A LATER DATE WHEN ADDITIONALINFORMATION IS AVAILABLE FOR EVALUATION. IF NECESSARY, ADDITIONAL REQUIREMENTS WILL BE ISSUED BY CHANGE ORDER.
TYPE OF ALLOWANCES: LUMP SUM
SUBMITTAL:1. SUBMIT PROPOSALS FOR PURCHASE OF PRODUCTS OR SYSTEMS INCLUDED IN ALLOWANCES, IN THE FORM SPECIFIED FOR CHANGEORDERS.2. SUBMIT INVOICES OR DELIVERY SLIPS TO SHOW ACTUAL QUANTITIES OF MATERIALS DELIVERED TO THE SITE FOR USE INFULFILLMENT OF EACH ALLOWANCE.3. COORDINATE AND PROCESS SUBMITTALS FOR ALLOWANCE ITEMS IN SAME MANNER AS FOR OTHER PORTIONS OF THE WORK.
LUMP SUM COST ALLOWANCES SHALL INCLUDE COST TO CONTRACTOR OF SPECIFIC PRODUCTS AND MATERIALS SELECTED BYARCHITECT UNDER ALLOWANCE AND SHALL INCLUDE TAXES, FREIGHT, AND DELIVERY TO PROJECT SITE.UNUSED MATERIALS: RETURN UNUSED MATERIALS PURCHASED UNDER AN ALLOWANCE TO MANUFACTURER OR SUPPLIER FOR CREDIT TOOWNER, AFTER INSTALLATION HAS BEEN COMPLETED AND ACCEPTED.PREPARATION: COORDINATE MATERIALS AND THEIR INSTALLATION FOR EACH ALLOWANCE WITH RELATED MATERIALS ANDINSTALLATIONS TO ENSURE THAT EACH ALLOWANCE ITEM IS COMPLETELY INTEGRATED AND INTERFACED WITH RELATED WORK.
SCHEDULE OF ALLOWANCES:
NONE IDENTIFIED AT THIS TIME
UNIT PRICES
A UNIT PRICE IS AN AMOUNT PROPOSED BY BIDDERS, STATED ON THE BID FORM, AS A PRICE PER UNIT OF MEASUREMENT FORMATERIALS OR SERVICES ADDED TO OR DEDUCTED FROM THE CONTRACT SUM BY APPROPRIATE MODIFICATION, IF ESTIMATEDQUANTITIES OF WORK REQUIRED BY THE CONTRACT DOCUMENTS ARE INCREASED OR DECREASED.
UNIT PRICES INCLUDE ALL NECESSARY MATERIAL, PLUS COST FOR DELIVERY, INSTALLATION, INSURANCE, APPLICABLE TAXES,OVERHEAD, AND PROFIT.
OWNER RESERVES THE RIGHT TO REJECT CONTRACTOR'S MEASUREMENT OF WORK-IN-PLACE THAT INVOLVES USE OF ESTABLISHEDUNIT PRICES AND TO HAVE THIS WORK MEASURED, AT OWNER'S EXPENSE, BY AN INDEPENDENT SURVEYOR ACCEPTABLE TOCONTRACTOR.
LIST OF UNIT PRICES:
UNIT PRICE NO. 1 ADD/ DEDUCTDESCRIPTION: REMOVE EXISTING VINYL SIDING AND PROVIDE HORIZONTAL VINYL SIDING SYSTEM AND WEATHER BARRIER OVER THEEXISTING SHEATHING.UNIT OF MEASUREMENT: SQUARE FOOTT
UNIT PRICE NO. 2 ADD/ DEDUCTDESCRIPTION: REMOVE EXISTING VCT AND PROVIDE VINYL TILE FLOORING INSTALLED ON EXISTING SUBFLOOR.UNIT OF MEASUREMENT: SQUARE FOOT
UNIT PRICE NO. 3 ADD/ DEDUCTDESCRIPTION: REMOVE DAMAGED SUBFLOOR AND PROVIDE NEW WD STRUCTURAL SUBFLOOR MATCHING EXISTING.UNIT OF MEASUREMENT: SQUARE FOOT
UNIT PRICE NO. 4 ADD/ DEDUCTDESCRIPTION: PROVIDE FRP WALLCOVERING OVER NEW OR EXISTING GWB.UNIT OF MEASUREMENT: SQUARE FOOT
ALTERNATES
AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN WORK DEFINED IN THE BIDDING REQUIREMENTSTHAT MAY BE ADDED TO OR DEDUCTED FROM THE BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGEEITHER IN THE AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS, MATERIALS, EQUIPMENT, SYSTEMS, ORINSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS.
THE COST OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO OR DEDUCTION FROM THE CONTRACT SUM TO INCORPORATEALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE MADE TO THE CONTRACT SUM.
DIVISION 1 - GENERAL REQUIREMENTS
SELECTIVE DEMOLITION1. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCTSELECTIVEDEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED.2. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OFCONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.3. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING SELECTIVE DEMOLITION,BYMETHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES.4. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITIONOPERATIONS.5. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND ASINDICATED.USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. PROVIDE TEMPORARYSUPPORT AND PROTECTION.6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TOREMAINOWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE.7. DO NOT BURN DEMOLISHED MATERIALS.8. TRANSPORT THE DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM.
CUTTING AND PATCHING
STRUCTURAL ELEMENTS: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. STRUCTURAL ELEMENTS INCLUDE, BUT ARE NOT LIMITED TO THEFOLLOWING:
1. WALLS AND PARTITIONS2. LINTEL AND HEADERS IN WALLS AND PARTITIONS3. FLOORS ABOVE GRADE4. ROOF DECK OR STRUCTURE5. BRACING AND SHORING6. GUY WIRES AND STRUTS
OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THATRESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE ORDECREASED OPERATIONAL LIFE OR SAFETY.
MISCELLANEOUS ELEMENTS: DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A MANNERTHAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM ASINTENDED, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.
CUTTING AND PATCHING CONFERENCE: BEFORE PROCEEDING, MEET AT PROJECT SITE WITH PARTIES INVOLVED IN CUTTINGAND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE ANDCONFLICT. COORDINATE PROCEDURES AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING.
IN-PLACE MATERIALS: USE MATERIALS IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED SURFACES, USE MATERIALSTHAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE.
PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROMADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHINGOPERATIONS.
ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TOADJOINING AREAS.
EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIREDTO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENTINTERRUPTION TO OCCUPIED AREAS.
CUTTING: CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS,INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IFPOSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTENRECOMMENDATIONS.
PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWINGPERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE.
INSPECTION: WHERE FEASIBLE, TEST AND INSPECT PATCHED AREAS AFTER COMPLETION TO DEMONSTRATE INTEGRITY OFINSTALLATION.
EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINEDADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.
1. CLEAN PIPING, CONDUIT, AND SIMILAR FEATURES BEFORE APPLYING PAINT OR OTHER FINISHING MATERIALS.2. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION.
FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER,PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH,COLOR, TEXTURE, AND APPEARANCE. REMOVE IN-PLACE FLOOR AND WALL COVERINGS AND REPLACE WITH NEWMATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.
CEILINGS: PATCH, REPAIR, OR REHANG IN-PLACE CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OFUNIFORM APPEARANCE.
EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A WEATHERTIGHTCONDITION.
CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT,MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS.
DIVISION 2 - SITE CONSTRUCTION
DIVISION 3 - CONCRETE
CAST-IN-PLACE CONCRETE
ALL CONCRETE WORK SHALL CONFORM TO ACI 318 (CURRENT EDITION).
ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR-ENTRAINED AT 6% (± 1%)
CONCRETE SHALL NOT BE PLACED IN WATER OR UPON FROZEN GROUND.
PROVIDE GALVANIZED STEEL SLEEVES WHERE PIPES OR CONDUIT PASS THROUGH EXTERIOR WALLS, BEAMS, OR SLABS.PROVIDE PVC SLEEVES WHERE PIPES OR CONDUIT PASS THROUGH INTERIOR WALLS, BEAMS, OR SLABS.
REINFORCING BARS SHALL CONFORM WITH ASTM A615, GRADE 60 DEFORMED BARS, AND SHALL BE DETAILED AND INSTALLEDIN ACCORDANCE WITH ACI 315 (CURRENT EDITION). WELDED WIRE MESH FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BEPROVIDED IN FLAT SHEETS.
REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTERSECTIONS UNLESS INDICATED OTHERWISE. PROVIDECLASS A TENSION LAP SPLICES FOR ALL HORIZONTAL WALL REINFORCING UNLESS INDICATED OTHERWISE. LAP ALL BARS AMINIMUM OF 40x DIAMETER AND LAP ALL WIRE MESH A MINIMUM OF 6".
CLEARANCES FOR REINFORCEMENT:1. CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS - 3"2. SLABS (FROM TOP, UNLESS INDICATED OTHERWISE) - 1"3. FORMED SURFACES PLACED IN CONTACT WITH EARTH - 1-1/2" FOR BARS #5 AND SMALLER, 2" FOR BARS #6 ANDLARGER
IF NEEDED, WELDING OF REINFORCEMENT IS TO BE PERFORMED IN ACCORDANCE WITH AWS D-1.4.
CONTROL JOINTS IN SLABS SHALL BE CUT (1/8" W x 1/3 SLAB DEPTH) AS SOON AS POSSIBLE WITHOUT FRAYING CONCRETESURFACE. CONSTRUCTION JOINTS SHALL INCLUDE A 1x2 SHEAR KEY AT MID HEIGHT OF SLAB UNLESS INDICATED OTHERWISE.
ANCHOR BOLTS SHALL CONFORM TO ASTM A36 UNLESS INDICATED OTHERWISE.
SHEET VAPOR RETARDER: POLYETHYLENE SHEET, ASTM E 1745, CLASS A, NOT LESS THAN 10 MILS THICK.EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS: ASTM D 1752, CORK OR SELF-EXPANDING CORK.
PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK THAT IS ATTACHEDTO OR SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, ANDDIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED.
PLACE, PROTECT, AND REPAIR SHEET VAPOR RETARDER ACCORDING TO ASTM E 1643 AND MANUFACTURER'S WRITTENINSTRUCTIONS. LAP JOINTS 6 INCHES AND SEAL WITH MANUFACTURER'S RECOMMENDED TAPE.
BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS ISCOMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.
DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETEWILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTIONCANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS INDICATED. DEPOSIT CONCRETE TO AVOIDSEGREGATION.
COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FORCONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. PROVIDE FLOAT FINISH.
PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLYWITH ACI 306.1 FOR COLD-WEATHER PROTECTION AND ACI 301 FOR HOT-WEATHER PROTECTION DURING CURING.
COMPACTED STRUCTURAL FILL BENEATH ALL FOUNDATIONS, SLABS ON GRADE ANDADJACENT TO FOUNDATION WALLS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHESIN LOOSE THICKNESS AND BE COMPACTED TO A MAXIMUM DRY DENSITY PER (USE 4" LIFTSFOR HAND COMPACTION EQUIP.) ASTM D-698 AS FOLLOWS:- BELOW ALL FOUNDATIONS AND TO WITHIN 12" OF SLAB SUBGRADE: 95%- TOP 12" OF FLOOR SLAB SUBGRADE: 100%- MOISTURE SHALL BE OPTIMUM TO +/- 2% OF OPTIMUM.
EXTEND BOTTOM OF EXTERIOR FOOTINGS AT LEAST 2'-6" BELOW THE EXTERIOR FINISH GRADE FOR PROTECTION AGAINSTFROST OR PER MINUM PER LOCAL CODE.
SURFACE RUNOFF SHOULD BE DRAINED AWAY FROM THE EXCAVATIONS AND NOT BE ALLOWED TO POND. FOUNDATIONEXCAVATIONS SHOULD BE PROTECTED FROM RAINFALL OR FREEZING CONDITIONS. SLOPE FOOTING EXCAVATIONS ASREQUIRED FOR STABILITY AND SAFETY OR PROVIDE SHEETING OR SHORING IN ACCORDANCE WITH OSHA REQUIREMENTS. IN THEEVENT THAT THE CONTRACTOR DETERMINES THAT SHEETING AND SHORING IS REQUIRED FOR EXCAVATION, THE CONTRACTORSHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER FOR DESIGN AND DOCUMENTATION OFALL SHEETING AND SHORING REQUIRED FOR THE WORK.
DIVISION 4 - MASONRY (NOT USED_
GLAZING1. QUALITY STANDARD: COMPLY WITH PUBLISHED RECOMMENDATIONS OF FGMA GLAZING MANUALPRODUCTS:FLOAT GLASS: ASTM C1036, TYPE I, CLASS 1, QUALITY Q3 UNCOATED, CLEAR, HEAT TREATED FLOAT GLASS: ASTM C1048,CONDITION A, TYPE I, QUALITY Q3, KINDHS, HEAT STRENGTHENED AND KIND FT, FULLY TEMPERED WHERE INDICATEDMANUFACTURERS: LOF, J. E. BERKOWITZ OR APPROVED EQUIVALENTLAMINATED SAFETY GLASS: ASTM C1172, 1/4" THICKMANUFACTURERS: PILKINGTON OPTILAM, GUARDIAN "ARMOUR G FORCE" OR APPROVED EQUIVALENTSEALED INSULATED GLASS: ORGANICALLY SEALED LITES OF CLEAR FLOAT GLASS SEPARATED BY DEHYDRATED AIRSPACES COMPLYING WITH ASTM E774GLAZING TYPES:T: FULLY TEMPERED CLEAR FLOAT GLASS, 1/4" THICKL: LAMINATED SAFETY GLASS
DESIGN CFM FRAMING SYSTEMS IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE PUBLICATION “S220 - NORTHAMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL FRAMING - NONSTRUCTURAL MEMBERS”, EXCEPT ASOTHERWISE SHOWN OR SPECIFIED.DESIGN LOADS: AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR 5 PSF MINIMUM AS REQUIRED BY THEINTERNATIONAL BUILDING CODE.
STEEL FRAMING, GENERAL: COMPLY WITH ASTM C754. STEEL SHEET: ASTM C 645, WITH ASTM A 653 GALVANIZED COATING,STUD THICKNESSES AND DEPTHS AS INDICATED ON THE DRAWINGS.GYPSUM BOARD: ASTM C 36, REGULAR FOR VERTICAL SURFACES, TYPE X WHERE REQUIRED FOR FIRE-RESISTANCE-RATEDASSEMBLIES, TAPERED EDGES, 5/8 INCH THICK UNLESS OTHERWISE INDICATED.GYPSUM BOARD TRIM: FRY REGLET OR APPROVED EQUIVALENT, PROFILES AS INDICATED ON THE DRAWINGS.JOINT TREATMENT: READY-MIXED ALL PURPOSE DRYING-TYPE TAPING AND TOPPING COMPOUND.
APPLICATION:1. INSTALL PANELS VERTICALLY IN FULL LENGTH SECTIONS2. SPOT GROUT HOLLOW METAL DOOR FRAMES3. FINISHING: LEVEL 4 FINISH UNLESS OTHERWISE INDICATED.4. PROVIDE NEW LEVEL 5 FINISH AT ALL EXISTING GYPSUM WALL BOARD WHERE EXISTING WALLCOVERING IS INDICATED TOBEREMOVED.
ACOUSTICAL PANEL CEILINGSPRODUCTS: PANEL AND GRID PRODUCTS SHALL BE AS INDICATED ON THE DRAWINGSINSTALLATION:1. QUALITY STANDARD: COMPLY WITH ASTM E12642. SUSPEND CEILING HANGERS FROM SUSPENSION SYSTEM MEMBERS TO BUILDING STRUCTURAL MEMBERS. INSTALLHANGERS PLUMB AND FREE FROM CONTACT WITH OTHER OBJECTS IN THE CEILING PLENUM3. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS, OR FLOOR OR ROOF DECK. DO NOT ATTACHHANGERS TO STEEL DECK TABS4. SPACE HANGERS NOT MORE THAN 48 INCHES OC ALONG EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS;PROVIDEHANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER5. INSTALL EDGE MOLDINGS AND TRIM OF TYPE INDICATED AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERENECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS6. DO NOT USE EXPOSED FASTENERS, INCLUDING POP RIVETS, ON MOLDINGS AND TRIM7. FIELD CUT EDGES OF TEGULAR TILE SHALL BE SHAPED TO MATCH FACTORY CUT PROFILE8. PAINT ALL FIELD CUT EDGES OF TEGULAR TILE TO MATCH FACTORY FINISH COLOR9. FOLLOW INSTALLATION INSTRUCTIONS FOR STERILE CORE ROOMS AS INDICATED ON THE DRAWING
RESILIENT FLOORINGVINYL COMPOSITION TILE:1. COMPLY WITH ASTM F1066 AND AS INDICATED ON THE DRAWINGS FOR MANUFACTURERS, PRODUCTS, COLORS, ANDPATTERNS2. PROVIDE TRANSITIONS AS INDICATED ON THE DRAWINGS OR AS REQUIREDVINYL BASE1. COMPLY WITH ASTM F 1861. PROVIDE MANUFACTURERS AND PRODUCTS INDICATED ON THE DRAWINGS. BASE SHALL BECONTINUOUS ROLLS IN MANUFACTURER'S STANDARD LENGTHS, BUT NOT LESS THAN 75 FEET WHERE AVAILABLE
CARPETPRODUCTS: PROVIDE CARPET PRODUCTS AS INDICATED ON THE DRAWINGS.INSTALLATION: COMPLY WITH REQUIREMENTS OF CRI 104, SECTION AS APPLICABLE TO INSTALLATION INDICATED, ANDMANUFACTURER'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.PREPARATION: VERIFY THAT SUBSTRATE AND CONDITIONS ARE SATISFACTORY FOR CARPET INSTALLATION. LEVEL FLOORWITHIN 1/4 INCH IN 10 FEET NONCUMULATIVE. PROVIDE LEVELING PRODUCTS APPROVED BY CARPET MANUFACTURER.PROVIDE PROPER TRANSITION TRIM BETWEEN CARPET AND ADJACENT FLOOR FINISH. FLOOR SLAB SHALL BE FINISHED BYLANDLORD TO STANDARD INDUSTRY TOLERANCES.
SHEET FLOORING1. SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED.2. SUBMIT SAMPLE FOR EACH TYPE OF TILE AND GROUT INDICATED.3. PROVIDE STANDARD GRADE TILE THAT COMPLIES WITH ANSI A137.1.4. PROVIDE PRODUCTS ONLY AS DESIGNATED ON DRAWINGS.5. PROVIDE DRY-SET PORTLAND CEMENT MORTAR (THIN SET) THAT COMPLIES WITH ANSI A118.1.6. PROVIDE SAND-PORTLAND CEMENT GROUT THAT COMPLIES WITH ANSI A108.10.7. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS WHERE TILE WILL BE INSTALLED, WITH INSTALLER PRESENT, FORCOMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCEOF INSTALLED TILE.8. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION" FOR TCA INSTALLATION METHODS SPECIFIED IN TILEINSTALLATION SCHEDULES. COMPLY WITH PARTS OF THE ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OFCERAMICTILE" THAT ARE REFERENCED IN TCA INSTALLATION METHODS, SPECIFIED IN TILE INSTALLATION SCHEDULES, AND APPLY TOTYPES OF SETTING AND GROUTING MATERIALS USED.9. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERINGWITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, ANDCORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS
PAINTINGSOURCE LIMITATIONS: OBTAIN BLOCK FILLERS, PRIMERS, AND UNDERCOAT MATERIALS FOR EACH COATING SYSTEM FROMTHE SAME MANUFACTURER AS THE FINISH COATS.MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, UNDERCOATS, AND FINISH-COAT MATERIALS THAT ARECOMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER THE CONDITIONS OF SERVICE AND APPLICATION,AS DEMONSTRATED BY THE MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.COLORS: MATCH COLORS INDICATED BY REFERENCE TO MANUFACTURER'S COLOR DESIGNATIONS.MANUFACTURERS: PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS ARE INDICATED AS A STANDARD OF DESIGN ANDPERFORMANCE. EQUIVALENT PRODUCTS BY ICI AND M.A.B. ARE ACCEPTABLE.
PROVIDE THE FOLLOWING PAINT SYSTEMS:1. CEILINGS AND SOFFITS GYPSUM BOARD TO RECEIVE FLAT PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC FLATSECOND COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC FLAT2. GYPSUM BOARD TO RECEIVE PAINT FINISHPRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SATIN OR EGGSHEL OR SEMI-GLOSSSECOND COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SATIN OR EGGSHEL OR SEMI-GLOSS3. GYPSUM BOARD TO RECEIVE PRE-CATALYZED EPOXY PAINT FINISHPRIMER: SHERWIN WILLIAMS PROGREEN 200 PRIMERFIRST COAT: SHERWIN WILLIAMS PROINDUSTRIAL PRE-CATALYZED WATER-BASED EPOXY EGGSHELL OR SEMI-GLOSSTHIRD COAT: SHERWIN WILLIAMS PROINDUSTRIAL PRE-CATALYZED WATER-BASED EPOXY EGGSHELL OR SEMI-GLOSS4. NEW WOOD STANDING AND RUNNING TRIM TO RECEIVE SEMI-GLOSS PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO PRIMERFIRST COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SEMI-GLOSSTHIRD COAT: SHERWIN WILLIAMS PROMAR 200 ZERO VOC SEMI-GLOSS5. FERROUS METAL - DOORS, FRAMES AND MISCELLANEOUS METALS TO RECEIVE PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROINDUSTRIAL PRO-CRYL UNIVERSAL PRIMERFIRST COAT: SHERWIN WILLIAMS PROINDUSTRIAL 0 VOC ACRYLIC SEMI-GLOSSSECOND COAT: SHERWIN WILLIAMS PROINDUSTRIAL 0 VOC ACRYLIC SEMI-GLOSS
VINYL WALLCOVERINGPROVIDE TYPE 2 VINYL WALLCOVERING PRODUCTS AS INDICATED ON THE DRAWINGS.EXAMINE SUBSTRATES FOR COMPLIANCE WITH REQUIREMENTS. DO NOT PROCEED WITH INSTALLATION UNTILUNSATISFACTORYCONDITIONS HAVE BEEN CORRECTED.
DIVISION 9 - FINISHES
WOOD BLOCKINGCOUNTERTOP TO WALL: WD 2 x 6 CONTINUOUS @ COUNTERTOP CLEATGRAB BARS: WD 2x10x FULL LENGTH OF BAR PLUS 12" AT PROPER LENGTHALL OTHER WASHROOM ACCESSORIES: WD 2 x 8 x LENGTH AT PROPER LOCATIONWOOD RUNNING & STANDING TRIM: WD 2x RIPPED TO PROVIDE CONTINUOUS SUPPORT & NAILING
INTERIOR ARCHITECTURAL WOODWORKCUSTOM WOOD STANDING AND RUNNING TRIM: COMPLY WITH THE REQUIREMENTS OF AWI SECTION 300 AND 1500GRADE: AWI CUSTOM GRADESPECIES: YELLOW POPLAR, AWI GRADE IIFINISH SYSTEM: OPAQUE FINISH FIELD APPLIED, SEE DIVISION 9 PAINTCUSTOM WOOD FRAMES AND JAMBS: COMPLY WITH THE REQUIREMENTS OF AWI SECTION 900 AND 1500GRADE: AWI CUSTOM GRADESPECIES: YELLOW POPLAR, AWI GRADE IIFINISH SYSTEM: OPAQUE FINISH FIELD APPLIED, SEE DIVISION 9 PAINT
PLASTIC WOODWORKINGPVC TRIM1. MANUFACTURER: AZEK OR EQUAL2. PROVIDE MANUFACTURERS RECOMMENDED FINISH SCREW TYPE FASTENER, COUNTERSUNK WITH MATCHING COLOR PLUG. A. ALSO PROVIDE MANUFACTURERS RECOMMENDED ADHESIVE BETWEEN THE BACK OF THE PVC TRIM AND THE WOODSUBSTRATE.3. COLOR: WHITE4. THICKNESS: 5/4"
ALUMINUM DECKING SYSTEM1, MANUFACTURER: VERSADECK (BASIS OF DESIGN) OR EQUAL A. VERSADECK DECKING PRODUCTS (651) 356-1870, www.versadeck.com2. MODEL: VERSAPLANK C-60 PLANK ALUMINUM DECKING SYSTEM (EXTRUDED PROFILE, .092" WALL THICKNESS, 6063ALLOY, T6 TEMPER)3. INSTALL PER MANUFACTURERS RECOMMENDATIONS WITH MANUFACTURERS FASTENING SYSTEMS AND ACCESSORIES.4. WARRANTY SHALL BE FOR 25 YEAR5. ALL FASTENERS SHALL BE COATED OR STAINLESS STEEL AS REQUIRED FOR INSTALLATION IN PRESSURE TREATEDLUMBER.6. COLOR: ARCHITECT TO SELECT FROM MANUFACTURERS STANDARD COLORS.7. PROVIDE MODULAR STAIR WITH STRINGERS SIZED AS INDICATED.8. ALLL SLOPED ALUMINUM DECKING SURFACE SHALL BE VERSADECK "ULTRA TEXTURE".
ALUMINUM RAILING SYSTEM1, MANUFACTURER: VERSADECK (BASIS OF DESIGN) OR EQUAL A. VERSADECK DECKING PRODUCTS (651) 356-1870, www.versadeck.com2. MODEL: STANDARD PICKET RAILING WITH 2 1/2" POSTS W/ SQUARE TOP RAIL. SEE DRAWINGS FOR RAIL HEIGHTS.3. INSTALL PER MANUFACTURERS RECOMMENDATIONS WITH MANUFACTURERS FASTENING SYSTEMS AND ACCESSORIES.4. WARRANTY SHALL BE FOR 25 YEAR5. ALL FASTENERS SHALL BE COATED OR STAINLESS STEEL AS REQUIRED FOR INSTALLATION IN PRESSURE TREATEDLUMBER.6. COLOR: ARCHITECT TO SELECT FROM MANUFACTURERS STANDARD COLORS.7. PROVIDE SLOPED RAILING SYSTEM AT RAMP AND STAIR.8. PROVIDE SEPARATE 36" HANDRAILING AS INDICATED ON THE DRAWINGS W/ MINIMUM 2 1/4" CLEAR SPACE BETWEEN WALLAND HANDRAIL. DIAMETER SHALL BE BETWEEN 1 1/4" TO 2".9. ALL GUARDRAILS MUST MEET THE MINIMUM LOADS AS REQUIRED BY CODE.
DIVISION 6 - WOOD & PLASTIC (CONT.)
BUILDING INSULATIONSOUND ATTENUATION INSULATIONUNFACED FIBERGLASS INSULATION, ASTM C665, THICKNESS AS INDICATEDSOUND TRANSMISSION CLASSIFICATION (STC): 45-49JOINT SEALANTSQUALITY STANDARD: ELASTOMERIC SEALANTS: ASTM C920LATEX SEALANTS: ASTM C 834MATERIALS:MANUFACTURER: PECORA OR APPROVED EQUIVALENT PRODUCTS AS FOLLOWS:1. MULTI-COMPONENT NON-SAG URETHANE SEALANT: PECORA DYNATROL II; FOR USE AT INTERIOR CONTROL, CONTRACTION,ANDEXPANSION JOINTS, AND AT INTERIOR JOINTS BETWEEN PERIMETER WALL AND WINDOW SYSTEMS AND INTERIOR PARTITIONS2. MEDIUM MODULUS NEUTRAL CURING SILICONE SEALANT: PECORA 895; FOR USE BETWEEN PLASTIC LAMINATE CASEWORK ANDADJACENT MATERIALS3. LATEX SEALANT: PECORA AC-20: FOR USE AT THE PERIMETER OF INTERIOR HOLLOW METAL DOOR FRAMES AND ATINTERIORJOINTS OF DISSIMILAR MATERIALS NOT INDICATED ABOVE4. MILDEW RESISTANT SILICONE SEALANT, PECORA 898 SILICONE SANITARY SEALANT, FOR USE AT PERIMETER OF TOILETFIXTURES5. BUTYL-RUBBER - BASED SOLVENT RELEASE-SEALANT: PECORA BC-158; FOR USE BETWEEN MATERIALS OR SURFACES WHERESLIDING MOVEMENT OCCURS
VINYL SIDING1. STYLE: DOUBLE 4" HORIZONTAL DUTCHLAP SIDING2. THICKNESS: .046"3. MANUFACTURERS: ASLIDE, CERTAINTEED,4. COLOR: ARCHITECT TO SELECT FROM MANUFACTURERS STANDARD COLORS.
PROVIDE PER MANUFACTURERS INSTALLTION INSTRUCTIONS AND OR THE "VINYL SIDING INSTALLATION MANUAL BY "VINYL SIDINGINSTITUTE, INC".
WEATHER BARRIER: TYVEK COMMERCIAL D OR EQUAL.INSTALL PER MANUFACTURERS RECOMMENDATION WITH TAPED JOINTS AND MANUFACTURERS FASTENERS.
SELF ADHERED FLASHING MEMBRANE: GRACE VYCOR 40 OR EQUAL.INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS (PROVIDE PRIMER WHERE SUBSTRATE REQUIRES)
DIVISION 7 - THERMAL & MOISTURE PROTECTION
HOLLOW METAL DOOR FRAMESQUALITY STANDARD: ANSI A250.8, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATEDMATERIALS:1. HOT ROLLED SHEETS: ASTM A 5692. COLD ROLLED SHEETS: ASTM A 366 OR ASTM A620
DOOR FRAMES:1. INTERIOR FRAMES: FABRICATED WITH MITERED OR COPED CORNERS AND CONTINUOUSLY WELDED CORNERS, 16 GAUGE2. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 TABLE 4 WITH REINFORCEMENT PLATES FROMSAME MATERIAL AS FRAMES.3. DOOR SILENCERS: STOPS SHALL RECEIVE 3 SILENCERS ON STRIKE JAMBS OF SINGLE DOOR FRAMES AND 2 SILENCERS ONHEADS OF DOUBLE DOOR FRAMESINSTALLATION:4. COMPLY WITH THE PROVISIONS OF ANSI/ A250.115. PROVIDE AT LEAST THREE WALL ANCHORS PER JAMB AT HINGE AND STRIKE LEVELS COMPLYING WITH THE FOLLOWING:
A. MASONRY TYPE: ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROMA60 METALLIC COATEDMATERIAL, NOT LESS THAN 0.042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHESWIDE BY 10 INCHESLONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK.B. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK.
6. INSTALL FIRE RATED FRAMES ACCORDING TO NFPA 807. EXTERIOR FRAMES IN COLD FORMED STEEL STUD PARTITION: FABRICATED WITH MITERED OR COPED CORNERS ANDCONTINUOUSLY WELDED CORNERS, 16 GAGE.8. EXTERIOR DOORS AND FRAMES SHALL BE FABRICATED FROM METALLIC-COATED SHEET STEEL: LEVEL 2 AND LEVEL B(HEAVY DUTY) PHYSICAL PERFORMANCE.9. EXTERIOR DOORS WITH GLASS LITES SHALL BE INSULATED TUBULAR STILE AND RAIL CONSTRUCTION WITH FULLY WELDEDCORNERS, FLUSH TOP, CONFIGURED TO RECEIVE 1/4" GLASS
INTERIOR WOOD DOORS:FLUSH SOLID CORE DOORS1. WDMA I.S.1-A PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM.2. FACES: ROTARY-CUT GRADE "AA" SELECT WHITE BIRCH, BOOK MATCHED3. CONSTRUCTION: 5-PLY, AWI PC-5 OR SLC-5, HARDWOOD EDGE STRIPS, PRE-MACHINED, PRE-FIT - BASIS OF DESIGN :GRAHAM, GPD4. PROVIDE OPAUQE FINISH - FIELD APPLIED.A. GRADE: PREMIUM.DOOR AND FRAME INSTALLATION1. COMPLY WITH THE PROVISIONS OF ANSI/ A250.8
DIVISION 8 - DOORS & WINDOWS
DOOR HARDWARE:SEE SHEET AA11-01 FOR HARDWARE TYPES AND SETS.
WASHROOM ACCESSORIESMANUFACTURERS:PRODUCTS MANUFACTURED BY BRADLEY CORPORATION ARE SPECIFIED AS A STANDARD OF QUALITY AND DESIGN.EQUIVALENT PRODUCTS BY BOBRICK WASHROOM COMPANY AND A & J WASHROOM EQUIPMENT ARE ACCEPTABLE.MATERIALS:STAINLESS STEEL: ASTM A 666,TYPE 304, No. 4 FINISH, 0.0312 MINIMUM THICKNESS.TOILET COMPARTMENT: SEE FINISH SCHEDULE
DIVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT (NOT USED)
DIVISION 12 - FURNISHINGS (NOT USED)
DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14 - CONVEYING SYSTEMS (NOT USED)
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ENGINEERING OF A CODE APPROVED MECHANICALAND PLUMBING SOLUTION. PREPARE A SET OF DRAWINGS BASED ON THE ENCLOSED INFORMATION AND THE DESIGNINTENT OF THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE ALL NECESSARY DRAWING, TABLES, ANDCALCULATIONS TO OBTAIN A PERMIT FROM THE PROPER JURISDICTION. PROVIDE A COPY OF THE PLANS TOARCHITECT AND OWNER.
2. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING MECHANICAL AND PLUMBING EQUIPMENT ANDSYSTEM COMPONENTS FOR COORDINATE WITH NEW PLANS.
3. HVAC, SPRINKLER (IF REQUIRED), LIFE SAFETY SYSTEMS (INCLUDING FIRE ALARM & EM LIGHT CONFIGURATION),SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. DRAWINGS WILL BE REVIEWED ONLY FOR GENERALCOMPLIANCE WITH THE CONTRACT DOCUMENTS.
4. MECHANICAL, ELECTRICAL AND PLUMBING ENGINEERED DRAWINGS WILL BE REVIEWED ONLY FOR GENERALCOMPLIANCE WITH THE CONTRACT DOCUMENTS.
5. HVAC TESTING AND BALANCE REPORT: AIR BALANCING PROCEDURES SHALL ORIGINATE FROM THE SUPPLY TO THEPROJECT SPACE AND EXTEND TO ALL DEVICES WITHIN THE PROJECT SPACE. THE HVAC TEST AND BALANCECONTRACTOR SHALL PREPARE A DETAILED LIST OF NONOPERATING PARTS/ SYSTEMS FOR SUBMITTAL TO THECONSTRUCTION MANAGER FOR REVIEW AND ACTION.
6. THE DESIGN AMBIENT AIR TEMPERATURE FOR SUMMER IS 72 DEGREES F. REVIEW EXISTING HVAC EQUIPMENT ANDREPORT ANY DEFICIENCIES IN ACHIEVING THE DESIGN TEMPERATURE. PROVIDE AND INSTALL NEW EQUIPMENT ASREQUIRED TO MEET DESIGN TEMPERATURE. TEST AND BALANCE HVAC SYSTEM AFTER INSTALLATION AND PROVIDE ANAIR BALANCE REPORT PRIOR TO SUBSTANTIAL COMPLETION.
DIVISION 22 PLUMBING & DIVISION 23 HVAC
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ENGINEERING OF A CODE APPROVED ELECTRICAL SYSTEMBASED ON THE ENCLOSED INFORMATION AND THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. CONTRACTORSHALL PROVIDE ALL NECESSARY DRAWINGS, TABLES, AND CALCULATIONS TO OBTAIN A PERMIT FROM THE PROPERJURISDICTION. PROVIDE A COPY OF THE PLANS TO ARCHITECT AND OWNER.
2. FIELD VERIFY EXISTING PANEL CONFIGURATION AND CAPACITY AND ALERT ARCHITECT IF THE CAPACITY IS INADEQUATEFOR THE PROPOSED DESIGN. ALL NEW AND EXISTING ELECTRICAL PANELS SHALL BE PROPERLY NUMBERED AND LABELEDPRIOR TO SUBSTANTIAL COMPLETION.
3. SCOPE OF ELECTRICAL WORK SHALL BE ON THE POWER AND COMMUNICATION PLAN AND THE REFLECTED CEILING PLAN.CONTRACTOR SHALL REFERENCE ELEVATIONS, PLANS AND DETAILS FOR TYPE, QUANTITY AND LOCATION OF OUTLETS ANDOTHER RECEPTACLES. DO NOT RELOCATE OUTLETS WITHOUT PRIOR APPROVAL. WHERE CONFLICTS OCCUR BETWEENPLANS AND EXISTING CONDITIONS, CONTACT ARCHITECT/owner FOR CLARIFICATIONS.
4. COORDINATE ALL ELECTRICAL WORK WITH OTHER VENDORS SUCH AS MECHANICAL, PLUMBING, DATA WIRING, LIFESAFETY SUBCONTRACTORS, APPLIANCES AND MILLWORKER. WHERE CONFLICTS OCCUR, CONTRACTOR SHALL CONTACTARCHITECT IMMEDIATELY.
5. ALL PENETRATIONS THROUGH ROOFS, DEMISING WALLS, ETC. REQUIRED FOR ELECTRICAL CONDUITS AND RACEWAYSSHALL BE APPROVED BY BUILDING MANAGEMENT. ALL PENETRATIONS SHALL BE PROPERLY SEALED TO RETAIN FIRERATING AND SHALL BE 100% WATER TIGHT.
6. VERIFY MANUFACTURER'S FOR EQUIPMENT THAT OCCURS ON SEPARATE CIRCUITS. PROVIDE WIRING AND RECEPTACLESAS REQUIRED.
7. REPLACE ALL RECEPTABLES AND COVERPLATES LOCATED IN THE TOILET ROOMS WITH NEW GFCI RECEPTABLES.
DIVISION 26 ELECTRICAL
MISCELLANEOUS CARPENTRYLUMBER: COMPLY WITH DOC PS 20. DRESSED FOUR SIDES, S4S, 19 PERCENT MOISTURE CONTENT. WOOD PRESERVATIVETREATED MATERIALS: IN ACCORDANCE WITH AWPA C2, MINIMUM RETENTION OF 0.25 LB/CU FT. PROVIDE FOR CANTS,NAILERS, AND BLOCKING IN CONNECTION WITH ROOFING, ANDANY WOOD BLOCKING OR SIMILAR MEMBERS IN CONTACTWITH MASONRY OR CONCRETE. PLYWOOD BACKING PANELS: FIRE-RETARDANT-TREATEDPLYWOOD PANELS, C-D PLUGGED, EXPOSURE 1, 3/4 INCH THICK.
DIVISION 6 - WOOD & PLASTIC
COORDINATION: MODIFY OR ADJUST AFFECTED ADJACENT WORK AS NECESSARY TO COMPLETELY INTEGRATE WORK OF THEALTERNATE INTO PROJECT.NOTIFICATION: IMMEDIATELY FOLLOWING AWARD OF THE CONTRACT, NOTIFY EACH PARTY INVOLVED, IN WRITING, OF THE STATUS OFEACH ALTERNATE. INDICATE IF ALTERNATES HAVE BEEN ACCEPTED, REJECTED, OR DEFERRED FOR LATER CONSIDERATION.INCLUDE A COMPLETE DESCRIPTION OF NEGOTIATED MODIFICATIONS TO ALTERNATES.EXECUTE ACCEPTED ALTERNATES UNDER THE SAME CONDITIONS AS OTHER WORK OF THE CONTRACT.
SCHEDULE OF ALTERNATESNo. 1N/A
WARRANTIES
WARRANTY WORK AGAINST DEFECTIVE MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OFSUBSTANTIAL COMPLETION. REMEDY ANY AND ALL DEFECTS IN THE WORK UPON WRITTEN NOTIFICATION FROM THE OWNER. SUBMIT AWRITTEN WARRANTY TO THE OWNER THAT ALL MATERIALS AND WORKMANSHIP SHALL BE FREE FROM DEFECTS FOR A PERIOD OFONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. THERE WILL BE NO ADDITIONAL COST TO REPAIR OR REPLACE ANY SUCHWORK THAT IS FOUND TO BE DEFECTIVE WITHIN THE WARRANTY PERIOD.
WOOD FRAMING1. COMPLY WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) "NATIONAL DESIGN SPECIFICATION FOR WOODCONSTRUCTION" (LATEST EDITION).2. WOOD FRAMING: #2 S-P-F OR BETTER3. WOOD EXPOSED TO THE ENVIRONMENT, WOOD BOLTED TO CONCRETE OR MASONRY AND WOOD DESIGNATED "PT" SHALLBE #2 SOUTHER PINE OR BETTER. PRESSURE IMPREGNATED WITH AMMONIACAL COPPER QUATERNARY AMMONIUM (ACQ) INACCORDANCEWITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA_ STANDARD C2, WITH A MINIMUM RETENTION OF 0.40LBS PER CUBIC FOOT OF WOOD. THE MINIMUM DEPTH OF PENETRATION SHALL BE 2.5" OR 85% OF THE SAPWOOD.
FRAMING NOTES:1. NAIL IN ACCORDANCE WITH RECOMMENDED WOOD FASTENING SCHEDULE IN APPLICABLE BUILDING CODE (HIGH WINDREGION). PROVIDE BLOCKING, BRIDGING AND BRACING PER SAME CODE. PROVIDE BRIDGING AT EACH END OF JOIST, ANDONE ROW OF SOLID BRIDGING AT MIDSPAN FOR JOISTS 10' OR GREATER IN SPAN.2. FASTENERS: JOIST HANGERS, HURRICANE CLIPS, POST BASES, BEAM CONNECTORS AND OTHER FRAMING SPECIALTIES ARETO BE AS MANUFACTURED BY SIMPSON, USP OR EQUAL AND ARE TO BE USED ONLY IN STRICT ACCORDANCE WITHMANUFACTURER'S WRITTEN SPECIFICATIONS AND RECOMMENDATIONS. ALL FASTENERS TO BE 16 GAUGE MINIMUM UNLESSNOTED OTHERWISE. AT OWNER'S OPTION, PROVIDE STAINLESS STEEL FASTENERS IN ALL EXTERIOR APPLICATIONS (G.C. TOPROVIDE PRICE FOR S.S. FASTENERS)3. JOIST HANGERS: MINIMUM 16 GAUGE, SIZE AND PROFILE TO SUIT APPLICATION (UNLESS NOTED OTHERWISE). PROVIDEHANGERS FOR ALL FLUSH FRAMED JOISTS.4. ALL MULTI-PLY BEAMS SHALL BE NAILED WITH (3) ROWS OF 10D NAILS AT 8" OC STAGGERED. BEAMS LOADED ON THEONE FACE ONLU SHALL BE BOLTED AT 16" OC STAGGERED (UNO).5. GUARD RAIL DETAILS AND CONNECTIONS TO STRUCTURE ARE SPECIFFICALLY NOT INDICATED ON THE DRAWINGS DUE TOTHE WIDE VARIETY OF RAILING TYPES AND FRAMING CONDITIONS. ALL GUARDRAILS MUST MEET CERTAIN MINIMUM LOADS ASREQUIRED BY CODE. CONTRACTOR SHALL INSTALL GUARDRAILING SYSTEM AS PER MANUFACTURERS INSTRUCTIONS AND WITHFASTENERS PROVIDED BY MANUFACTURER.BUILDING INSULATIONSOUND ATTENUATION INSULATIONUNFACED FIBERGLASS INSULATION, ASTM C665, THICKNESS AS INDICATEDSOUND TRANSMISSION CLASSIFICATION (STC): 45-49JOINT SEALANTSQUALITY STANDARD: ELASTOMERIC SEALANTS: ASTM C920LATEX SEALANTS: ASTM C 834MATERIALS:MANUFACTURER: PECORA OR APPROVED EQUIVALENT PRODUCTS AS FOLLOWS:1. MULTI-COMPONENT NON-SAG URETHANE SEALANT: PECORA DYNATROL II; FOR USE AT INTERIOR CONTROL, CONTRACTION,ANDEXPANSION JOINTS, AND AT INTERIOR JOINTS BETWEEN PERIMETER WALL AND WINDOW SYSTEMS AND INTERIOR PARTITIONS2. MEDIUM MODULUS NEUTRAL CURING SILICONE SEALANT: PECORA 895; FOR USE BETWEEN PLASTIC LAMINATE CASEWORKANDADJACENT MATERIALS3. LATEX SEALANT: PECORA AC-20: FOR USE AT THE PERIMETER OF INTERIOR HOLLOW METAL DOOR FRAMES AND ATINTERIORJOINTS OF DISSIMILAR MATERIALS NOT INDICATED ABOVE4. MILDEW RESISTANT SILICONE SEALANT, PECORA 898 SILICONE SANITARY SEALANT, FOR USE AT PERIMETER OF TOILETFIXTURES5. BUTYL-RUBBER - BASED SOLVENT RELEASE-SEALANT: PECORA BC-158; FOR USE BETWEEN MATERIALS OR SURFACES WHERESLIDING MOVEMENT OCCURS
VINYL SIDING1. STYLE: DOUBLE 4" HORIZONTAL DUTCHLAP SIDING2. THICKNESS: .046"3. MANUFACTURERS: ASLIDE, CERTAINTEED,4. COLOR: ARCHITECT TO SELECT FROM MANUFACTURERS STANDARD COLORS.
PROVIDE PER MANUFACTURERS INSTALLTION INSTRUCTIONS AND OR THE "VINYL SIDING INSTALLATION MANUAL BY "VINYLSIDING INSTITUTE, INC".
WEATHER BARRIER: TYVEK COMMERCIAL D OR EQUAL.INSTALL PER MANUFACTURERS RECOMMENDATION WITH TAPED JOINTS AND MANUFACTURERS FASTENERS.
SELF ADHERED FLASHING MEMBRANE: GRACE VYCOR 40 OR EQUAL.INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS (PROVIDE PRIMER WHERE SUBSTRATE REQUIRES)
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
1. CONTRACTOR SHALL NOT CONSIDER REMOVAL NOTES TO BE ALL INCLUSIVE. IT IS THECONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILLTHE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACTLIMITS. DEVIATION FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELDCONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
3. REMOVE ITEMS DESIGNATED BY DASHED LINES. VERIFY CONDITIONS PRIOR TOCOMMENCEMENT OF WORK.
4. AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED SHALL STAYINTACT. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH REQUIREMENTS ONNEW WORK. PATCH AND REPAIR ADJACENT AREAS AS REQUIRED AFTER DEMOLITION INACCORDANCE WITH NEW WORK.
4. PATCH EXISTING DAMAGE TO WALLS, COLUMNS, FLOORS AND CEILINGS THAT ARETO REMAIN. REPAIRS SHALL MATCH EXISTING ADJACENT SURFACES & FINISHES.
5. WHERE ANY EXISTING CONSTRUCTION ARE REMOVED OR ALTERED, REPAIR ALLADJACENT SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND PREPAREEXISTING SURFACES TO RECEIVE NEW CONSTRUCTION AND/OR NEW SCHEDULED FINISHES.PATCH AND LEVEL FLOOR AT ALL PARTITION AND FLOORING REMOVAL.
6. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TOPREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE DEMOLISHEDAND ADJACENT WORK TO REMAIN.
7. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITIONAND INSTALLATION OF NEW CONSTRUCTION TO PREVENT WATER INFILTRATION INTO THEBUILDING.
8. ALL WORK AREAS SHALL BE CLEANED DAILY AND DEBRIS SHALL BE REMOVED ASNECESSARY TO PROMOTE A CLEAN WORK ENVIRONMENT FOR ALL.
9. ALL EXITS, EXIT DISCHARGES, EXIT ACCESS AND FIRE DETECTION SYSTEMS SHALL BEMAINTAINED FOR THE DURATION OF THE RENOVATION.
10. SHUTDOWN OF EXISTING SYSTEMS MUST BE COORDINATED WITH THE OWNER'SREPRESENTATIVE.
11. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE ANDPROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.
12. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED:LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICESAND MECHANICAL/ELECTRICAL SYSTEM SERVING AREAS TO BE SELECTIVELYDEMOLISHED.
13. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTINGSELECTIVE DEMOLITION OPERATIONS.
14. REMOVAL OF UTILITIES SHOWN ON REMOVAL DRAWINGS SHALL BE PERFORMED BYRELATED INDIVIDUAL TRADES AND ARE INDICATED FOR COORDINATION OF SCOPE OFWORK. REFER TO HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR SCOPE OFREMOVALS WITHIN RESPECTIVE TRADES.
15. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE ANDMASONRY AT JUNCTURES WITH OTHER ELEMENTS TO REMAIN USING POWER-DRIVENMASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.
16. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTINGFROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE.
17. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.
18. COORDINATE DEMOLITION WITH BUILDING OWNER AND OTHER TRADES. CONFIRMEXTENT, TIMING, AND ITEMS TO BE SALVAGED BY BUILDING OWNER.
19. STORE ITEMS TO BE RELOCATED AND PROTECT FROM DAMAGE.
20. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THEWORK. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOTDISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BEREMOVED BY OWNER UNDER SEPARATE CONTRACT.
DEMOLITION NOTES
REMOVE EXISTING VINYL SIDING, ALUMINUM FASCIA, ALUMINUM BOTTOM TRIM& CORNER TRIM DOWN TO EXISTING SHEATHING. CAREFULLY REMOVEEXISTING EMERGENCY LIGHT FIXTURES AND STORE FOR REINSTALLATION.
DEMOLITION KEYNOTES
D01
CAREFULLY REMOVE EXISTING EXTERIOR HOLLOW METAL DOOR ANDHOLLOW METAL FRAME INCLUDING ALL HARDWARE & THRESHOLD.
D02
REMOVE EXISTING VINYL BASE AND VCT FLOORING DOWN TO SUBFLOOR.D03
REMOVE ASHPHALT AND GRAVEL GROUNDCOVER/ ROAD SURFACE ANDSUB-BASE DOWN TO SOIL.D04
REMOVE EXISTING CONCRETE SIDEWALK AND GRAVEL BASE.D04A
REMOVE EXISTING WOOD RAMP, RAILING AND FOUNDATION IN IT'S ENTIRETY.D12
D13
D14 REMOVE EXISTING WOOD DOOR, HOLLOW METAL FRAME AND HARDWARE.
D16 EXISTING WATER CLOSETS SHALL REMAIN.
D17CAREFULLY REMOVE ALL EXISTING TOILET ROOM ACCESSORIES (TOILETTISSUE DISPENSERS, SEAT COVER DISPENSERS, SOAP DISPENSERS,SANTIARY TRASH, GRAB BARS AND MIRROR) AND TURN OVER TO OWNER.
D18REMOVE EXISTING EMERGENCY DEVICE AND CONDUIT. COORDINATE WITHOWNER AND CAMPUS SECURITY.
D19REMOVE EXISTING WATER CLOSET AND URINAL PLUMBING FIXTURE..COORDINATE EXTENT OF DEMOLITION WITH NEW PLUMBING CONFIGURATION.
D21CAREFULLY REMOVE THE EXISTING FLOOR VENT AND MODIFY THEDUCTWORK/ FLOOR FOR NEW LOCATION. COORDINATE WITH NEWHVAC CONFIGURATION.
D20 REMOVE THE EXISTING GWB PARTITION
CAREFULLY DISCONNECT CARD READER WIRING THAT SHALL REMAIN FORCONNECTION TO NEW HARDWARE.
D02A
D06
REMOVE EXISTING DAMAGE GRASS/ TURF AROUND PERIMETER OFEXISTING ASPHALT/ GRAVEL PARKING AND EXISTING SIDEWALK.
D05
EXISTING CONCRETE CURB SHALL REMAIN.
EXISTING PLUMBING CLEAN-OUT SHALL REMAIN.D09
D15REMOVE EXISTING PLAM COUNTERTOP, DROP-IN BOWL LAVATORYFIXTURE, FAUCETS AND EXPOSED PLUMBING. PREP FOR CONNECTIONTO NEW FIXTURE.
D22 CAREFULLY REMOVE EXISTING CEILING GRID SYSTEM AND CEILINGTILES. SECURE LIGHT FIXTURES AND CEILING MOUNTED DEVICES TO BERE-INSTALLED IN NEW SUSPENDED CEILING SYSTEM.
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
INDICATES START/ STOP BETWEEN FLRFINISHES. PROVIDE APPROPRIATE RESILIENTOR METAL TRANSITIONS, MECHANICALLYFASTENED TO SLAB
#
#
WALL FINISH(ES)
BASE FINISH
FLR FINISH(ES)
FINISH NOTES
1. ALL INTERIOR WOOD DOOR AND HOLLOW METAL FRAMESSHALL BE PAINTED, P2 SEMI-GLOSS, UNLESS NOTED OTHERWISE.
2. PROVIDE BASE FINISH IN FULL LENGTHS BETWEEN CORNERS ORMINIMUM 4'-0" LENGTH PIECES IF MULTIPLE PIECES ARE REQUIRED.WHERE MULTIPLE PIECES ARE REQUIRED THEY MUST BE INSTALLEDSTRAIGHT AND ALIGN TOPS BETWEEN EACH PIECES.
3. PROVIDE RESILIENT OR METAL TRANSITION TRIM BETWEENCHANGES IN FLOORING FINISHES. SUBMIT SAMPLES FORDESIGNER'S REVIEW PRIOR TO INSTALLATION. MECHANICALLYFASTENED ALL TO SUBFLOOR.
4. ALL FLOOR SURFACES SHALL BE PREPARED IN A MANNERAPPROPRIATE TO RECEIVE NEW FLOOR FINISH DESIGNATED.PATCH AND LEVEL WITH LATEX COMPOUND APPROVED BYFLOORING MANUFACTURER.
5. FLOORING TRANSITIONS OCCURRING AT DOORWAYS SHALL BELOCATED UNDER THE CENTER OF THE DOOR THICKNESS WHENDOOR IS IN CLOSED POSITION, UNLESS NOTED OTHERWISE.
6. ALL GWB SHALL BE PAINTED WITH LATEX SATIN FINISH.
7. PROVIDE ATTIC STOCK OF +/- 5 % FOR CARPET, VINYL BASEAND VINYL WALLCOVERING.
P1 MFR: SHERMAIN WILLIAMS; COLOR: TBD
P2 MFR: SHERMAIN WILLIAMS; COLOR: TBD
P3 MFR: SHERMAIN WILLIAMS; COLOR: TBD
P4 MFR: SHERMAIN WILLIAMS; COLOR: TBD
P5 MFR: SHERMAIN WILLIAMS; COLOR: TBD
FINISH PLAN TYPES
PAINT
F1 MFR: GLASTEELSTYLE: TRADITIONAL PEBBLED FINISHCOLOR: IVORYINSTALL HEIGHT: 54" AFF (48" SHEET INSTALLED ABOVEFLASHED COVER BASE. INCLUDE ALL ACCESSORYCOMPONENTS SUCH AS DIVIDERS, INSIDE & OUTSIDECORNERS AND END CAPS.
FIBERGLASS REINFORCED PLASTIC
C1 MATCH EXISTING
CARPET
V1 MFR: ARMSTRONG FLOORINGSTYLE: IMPERIAL TEXTURE STANDARD EXCELONCOLOR: BLUE CLOUD #51933SIZE: 12" X 12" X 1/8"
VINYL COMPOSITION TILE
SV1 MFR: MANNINGTON COMMERCIALSTYLE: BIOSPEC MD HOMOGENEOUS SHEET FLOORINGCOLOR: FLAX #15361WIDTH: 6'-0"THICKNESS: .080"INSTALLATION: SEAM WITH CAMOUFLAGE WELDING ROD #425161USED IN CONJUCTION WITH B2
SHEET VINYL
B1 MFR: ROPPESTYLE: PINNACLE PLUSCOLOR: BLACK #100SIZE: 4" HIGH X 60'-0" CONTINUOUS COILS
B2 MFR: MANNINGTON COMMERCIALSTYLE: BIOSPEC MD HOMOGENEOUS SHEET FLOORINGCOLOR: SELECT FROM MFR STD COLORSWIDTH: 6'-0"THICKNESS: .080"INSTALLATION: SEAM WITH CAMOUFLAGE WELDING ROD. COLORTO MATCH FLOORING.
CFM STUDS @ 16" oc,TYP. SEE PART.TYPE FOR STUDDEPTH
SOUNDATTENUATINGBLANKETS
EXISTING SUSPENDED CEILINGSYSTEM. PATCH AROUND NEWPARTITION, MATCH EXISTING.
PT3.1 3 5/8" CFM STUDS @ 16" oc w/ 5/8" GWB ON BOTH SIDESHEIGHT OF WALL: 1'-6" ABV ADJACENT CLGWALL THICKNESS: 4 7/8"
PT3.2 SAME AS PT3.1, BUT WITH GWB ON ONE SIDE ONLYWALL THICKNESS: 4 1/8"
5/8" GWB, BOTHSIDES UNO
UNDERSIDE OF EXISTINGSTRUCTURAL TRUSS ABOVE
SECTION
SEE PLANS FORFINISH BASE
PLAN
EXISTING WALL
PT1.1 ADD LAYER ON TYPE X 5/8" GWB TO FACEOF EXISTING WALL, (ADHERED ANDMECHANICALLY FASTENED)HEIGHT OF WALL: 6" ABV ADJACENT CLGWALL THICKNESS: 5/8"
5/8" GWB, ADHEREDAND SCREWED TOFACE OF EXISTINGWALL
UNDERSIDE OF EXISTINGSTRUCTURAL TRUSS ABOVE
SECTION
EXISTING SUSPENDED CEILINGSYSTEM. PATCH AROUND NEWPARTITION, MATCH EXISTING.
GENERAL NOTES DOORS, FRAMES & HARDWARE
1. INTERIOR DOOR CLOSERS MUST BE SET NO HIGHER THAN 5 POUNDSOF PRESSURE TO OPERATE (TYP FOR INTERIOR)
2. OPENING HARDWARE IS CENTERED A MAXIMUM OF 48" ABOVE FINISHFLOOR
3. MINIMUM STRIKE SIDE CLEARANCE ON PULL SIDE OF DOOR IS:A. 18" MIN INTERIOR DOORS, FRONT APPROACHB. 36" MIN INTERIOR DOORS, HINGE APPROACHC. 42" MIN INTERIOR DOORS, HINGE APPROACH(IF CORRIDOR IS LESS THAN 60", BUT GREATER THAN 54")C. 24" MIN INTERIOR DOORS, LATCH APPROACH
4. MINIMUM STRIKE SIDE CLEARANCE ON PUSH SIDE OF DOORA. 0" FRONT APPROACHB. 12" MIN, FRONT APPROACH w/ LATCH AND CLOSERC. 54" MIN, TOTAL WIDTH, HINGE APPROACHD. 24" MIN, LATCH APPROACH
5. DOOR CLOSERS MUST BE SET SO THAT IT TAKES AT LEAST 3SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TOWITHIN 3" OF THE LATCH
6. ALL WIRING CONDUIT IDENTIFIED ON THE DRAWINGS, OR REQUIREDFOR THE INSTALLATION OF ELECTRONIC COMPONENTS, THAT IS WITHINHOLLOW METAL FRAMES SHALL BE PROVIDED AS PART OF THEHOLLOW METAL FARME, WITH TERMINATIONS APPROPRIATE FOREXTENSION BY OTHER TRADES.
7. SEE SPECIFICATION FOR DOOR HARDWARE SETS. TYP
8. F = PROVIDE TRANSLUSCENT ADHERED FILM TO (1) SIDE OF GLASSPANE
9. PROVIDE WD BLKG TO MOUNT WALL STOPS
10. PROVIDE SIGN ADJACENT TO MAIN ENTRANCE DOOR 100A TO READ"THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS".
11. PROVIDE 1" UNDERCUT AT ALL TOILET ROOM DOORS.
12. PROVIDE WOOD BLOCKING TO MOUNT ALL WALLSTOPS.
13. ALL LOCKSETS AND LATCHSETS SHALL BE LEVER TYPE TO MEETADA2010 & ANSI A117.1.
14. F-NUMBERS REFER TO FUNCTIONS OF BHMA SERIES 4000 BOREDLOCKS.
HARDWARE1. ELECTRIC RIM EXIT DEVICE: VON DUPRIN 98 SERIES A. EL98 E996L-R/V 626 (FAIL SECURED) B. PROVIDE ALL ELECTRICAL ACCESSORIES REQUIRED TO FUNCTIONINCLUDING BUT NOT LIMITED TO ELECTRIC POWER SUPPLY AND ELECTRICPOWER TRANSFER.2. ELECTRIC RIM EXIT DEVICE: VON DUPRIN 98 SERIES A. 98EO3. REMOVABLE MULLION: VON DUPRIN KR4954 SP284. CLOSERS: LCN 4040XP OR EQUAL5. EXTERIOR HINGES: MCKINNEY, ALUMINUM CONTINUOUS GEARED HINGEOR EQUAL.6. INTERIOR HINGES: MCKINNEY, STAINLESS STEEL 4 1/2 x 4 1/2, 5-KNUCKLE HEAVY DUTY.7. WALL STOPS: IVES ROCKWOOD, 626 OR EQUAL.7. THRESHOLD: REESE S483AU PANIC TYPE ADA ALUMINUM THRESHOLD8. PROTECTION PLATE: HAGER 214S, STAINLESS STEEL OR EQUAL.9. DOOR HEAD/ JAMB WEATHERSTRIPPING: REESE 364SS (NEOPRENE)OR EQUAL.10. PUSH/ PULL: IVES 8103-10"/ 8303, STAINLESS STEEL11. PUSH: IVES 8303, STAINLESS STEEL
PROVIDE CYLINDERS TO MATCH DELAWARE STATE UNIVERSITYSTANDARDS: SCHLAGE PRIMUS INTERCHANGEABLE CORE, SCHLAGESTRUCTURE NUMBER 2034
1. PROVIDE NEW SUSPENDED CEILING SYSTEM "TYPE ACP1" AT MATCHINGEXISTING HEIGHT AND GRID CONFIGURATION TO DEMOLISHEDSUSPENDED CEILING SYSTEM.
2. RE-INSTALL LIGHT FIXTURES, GRILLES/ DIFFUSERS AND ALL CEILINGMOUNTED EQUIPMENT INTO NEW SUSPENDED CEILING AT THE SAMECONFIGURATION AS IN DEMOLISHED CEILING SYSTEM.
3. PATCH AND REPAIR ANY DAMAGED WALLS DURING CEILINGDEMOLITION.
CEILING PLAN NOTES
CEILING TYPES
ACP1 GRID: 2'X2' ARMSTRONG "PRELUDE XL" 15/16" SUSPENDED GRIDSYSTEM, COLOR WHITE.PANELS: ARMSTRONG "SCHOOL ZONE" 2'X2', SQUARE EDGE,COLOR WHITE
1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM FACE OFWALL FINISH OR MASONRY
2. PARTITIONS ABOVE OPENINGS SHALL BE THE SAME AS THEPARTITIONS BESIDE THE OPENING.
3. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES,ACCESSORIES AND THE INSTALLATIONS OF GRAB BARS AS PERMANUFACTURERS RECOMMENDATIONS.
4. ALL PENETRATIONS THROUGH DRYWALL AND MASONRY SURFACESINCLUDING BUT NOT LIMITED TO PIPE, CONDUIT, DUCTWORK, GRILLES,REGISTERS, DEVICE BOXES, HANGER RODS, ETC. SHALL HAVE THEIRCOMMON JOINTS WITH DRYWALL AND/OR MASONRY CAULKED TOPROVIDE AN AIR-TIGHT SEAL.
5. CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINSINCURRED DURING THE CONSTRUCTION PROCESS. CONTRACTORSHALL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY EQUIPMENTCOVERINGS USED DURING CONSTRUCTION.
6. PROVIDE FRAMED OPENINGS AS REQUIRED FOR MECH AND ELECTEQUIPMENT PENETRATIONS.
7. TEMPORARILY REMOVE AND REIINSTALL LIGHTS FIXTURES, SURFACEMOUNTED EQUIPMENT AND DOWNSPOUTS AS REQUIRED FORINSTALLATION OF RAMP AND NEW SIDING.
1. INSTALL MOISTURE RESISTANT BOARD ON ALL WET LOCATIONS.
2. CONSTRUCT THE HIGHER RATED PARTITION FIRST, THEN PROCEED TOTHE LOWER RATED PARTITIONS.
3. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES,ACCESSORIES, AND THE INSTALLATION OF GRAB BARS AS PERMANUFACTURER'S RECOMMENDATIONS.
4. COORDINATE LOCATIONS OF FIRE RATED PARTITIONS WITHREQUIREMENTS NOTED ON THE CODE PLANS.
5. COORDINATE APPLIED SURFACE MATERIAL WITH FINISH SCHEDULE.
PARTITION NOTES
REMOVE PORTION OF THE EXISTING SUBFLOOR FOR THE NEWVENT LOCATION. RECONFIGURE DUCTWORK AND PROVIDE NEW18" METAL BASEBOARD RETURN VENT (WHITE) MATCHING THEEXISTING. PATCH THE EXISTING SUBFLOOR AT VENT/ DUCTWORKDEMOLITION.
FLOOR PLAN KEY NOTES
A01
PROVIDE OVERHEAD BRACED SOLID PLASTIC TOILETCOMPARTMENTS PER CONFIGURATION. SEE FINISH SCHEDULE.
A02
ADA LAVATORY WITH ADA FAUCET & ADA PIPE PROTECTION.FAUCET: MOEN OR EQUAL 8894, SINGLE-HANDLE ADA METERINGLAVATORY: KOHLER KINGSTON OR EQUAL WALL-MOUNT K-2005MODIFY THE EXISTING PLUMBING AND ADD ANY NEW DOMESTICAND SANITARY PLUMBING PIPING REQUIRED FOR NEW FIXTURE W/THERMOSTATIC MIXING VALVE W/ WALL ACCESS PANEL.
A03
ADA TANK WATER CLOSET W/ ELONGATED BOWL SEATKOHLER OR EQUAL WELLWORTH PRESSURE LITE TOILET, K-3531, COORD TRIP LEVER LOCATION IN THE FIELD, WHITE, K-4650 SEAT.
A05
ADA URINAL W/ FLUSHOMETERKOHLER OR EQUAL BARDON WALL-MOUNT URINAL, K-4991,COORD TRIP LEVER LOCATION IN THE FIELD, WHITE, W/ WATERSENSE COMPLIANT FLUSHOMETER.MODIFY THE EXISTING PLUMBING AND ADD ANY NEW DOMESTICAND SANITARY PLUMBING PIPING REQUIRED FOR NEW FIXTURE.
A06
EXISTING TANK WATER CLOSET SHALL REMAIN.A04
ADA LAVATORY WITH ADA FAUCET & ADA PIPE PROTECTION.FAUCET: MOEN OR EQUAL 8894, SINGLE-HANDLE ADA METERINGLAVATORY: KOHLER KINGSTON OR EQUAL WALL-MOUNT K-2005PROVIDE NEW DOMESTIC AND SANITARY PLUMBING PIPING FORNEW FIXTURE W/ THERMOSTATIC MIXING VALVE W/ WALL ACCESSPANEL.
A03A
A07
REPLACE THE SUSPENDED CEILING SYSTEM IN ROOMS 101 AND102 AS INDICATED IN THERE ENTIRETY.
A08
PATCH/ REPAIR GWB AT NEW DOOR JAMB INSTALLATION.MODIFY OR PROVIDE NEW CFM STUD FRAMING AT JACK STUDSOR HEADER AS REQUIRED.
THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.
