UVA BUILDING 3 - 4TH FLR REPAIRS & DOME ROOF ......FROM LEAKING ROOF. REPLACE EXISTING FRP DOME ROOF WITH NEW FRP DOME MATCHING EXISTING. PROVIDE WATERPROOFING MEMBRANE UNDER DOME

STANDARD GENERAL NOTES1. 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..

LOCATION MAP

PROJECTLOCATION

ACST ACOUSTICALADDL ADDITIONALADJ ADJUSTAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTBD BOARDBIT BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMCAB CABINETCL CENTERLINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCORR CORRIDORCPT CARPETCT CERAMICDB DECIBELDEMO DEMOLISH, DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTE EASTEA EACHELEC ELECTRICALELEV ELEVATOR, ELEVATIONEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEXIST EXISTINGEXP EXPANSIONEXT EXTERIORFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFG FIBERGLASSFIN FINISH (ED)FLASHING FLFLR FLOORFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFTG FOOTINGFURN FURNITUREGWB GYPSUM WALL BOARDHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHTR HEATERHVAC HEATING, VENTILATION & AIR CONDITIONINGIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERIIC IMPACT ISOLATION CLASSINCL INCLUDINGINFO INFORMATIONINSUL INSULATIONINT INTERIORKIT KITCHENLG LONGLAM LAMINATE (D)LVL LEVELLAV LAVATORYLB POUNDLH LEFT HAND

LNDSCP LANDSCAPELOC LOCATIONMAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURE (R)MIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMTL METALMULL MULLIONMULT MULTIPLENA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNR NON RATEDNTS NOT TO SCALEO/ OVEROA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOH OVERHANGOPNG OPENINGOPP OPPOSITEOVHD OVERHEADPAT PATTERNPBD PARTICLE BOARDPED PEDESTALPERF PERFORATEDPERIM PERIMETERPERM PERMANENTPERP PERPENDICULARPH PHASEPLAM PLASTIC LAMINATEPREFAB PREFABRICATEDPRELIM PRELIMINARYPLWD PLYWOODPROP PROPERTYPVG PAVINGR RISERRAD RADIUS, RADIIRCP REFLECTED CEILING PLANRD ROOF DRAINREQ'D REQUIREDREV REVISIONREINF REINFORCEDRM ROOMRT RIGHTRO ROUGHREC RECESSEDS SOUTHSAMF SELF ADHERED

MEMBRANE FLASHINGSARU SELF ADHERED

MEMBRANE FLASHINGSF SQUARE FEET (FOOT)SIM SIMILARSOG SLAB ON GRADESPEC SPECIFICATIONSPKLR SPRINKLERSQ SQUARESQ IN SQUARE INCHSAN SANITARYSS STAINLESS STEELST STAIRSTC SOUND TRANSMISSION CLASSSTD STANDARDSTOR STORAGESTRUCT STRUCTURE

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/ WITHWD WOOD

INC.

O N S U L T A N T S:

P R O J E C T

I S S U E D A T E S:

6 Larch Avenue Suite 398 Wilmington, Delaware 19804Ph. 302-998-7615 Fax. 302-998-7685

www.fcarchitects.net

F e a r n C l e n d a n i e l

DRAWING TITLE:

DWN BY: CHK BY: PROJ. NUMBER:

DATE:

SCALE:

DRAWING NUMBER:

THIS DRAWING AND THE DESIGN FEATURES REPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION.

© FEARN-CLENDANIEL ARCHITECTS, INC.

STRUCTURAL ENGINEER:

1050 SOUTH STATE STREETDOVER, DELAWARE 19901P 302-734-7400F 734-7592EMAIL: [email protected]

BAKER INGRAM & ASSOCIATES

1/8" = 1'-0"

- - 13.101

11-01-2019

T10-01

DELAWARE STATEUNIVERSITY

UVA BUILDING 3 - 4TH FLRREPAIRS & DOME ROOF

REPLACEMENT1200 N DUPONT HWY

DOVER, DELAWARE 19901

TITLE SHEET

DELAWARE STATE UNIVERSITY

UVA BUILDING 3 - 4TH FLR REPAIRS &DOME ROOF REPLACEMENT

1200 N DUPONT HWYDOVER, DELAWARE 19901

11-01-2019

T00-01 COVER SHEETG10-01 SPECIFICATIONSA10-01 DOME ROOF REPLACEMENT - STRUCTURAL MODIFICATIONSA10-02 DOME ROOF REPLACEMENT - DEMO PLAN & ELEVATIONS/ ATTIC PLANSA10-03 DOME ROOF REPLACEMENT - PLANS, DETAILS AND ELEVATIONSA11-01 4TH FLOOR - DEMO & NEW WORKA11-02 4TH FLOOR - REFERENCE PHOTOGRAPHS

SHEET LIST1. APPLICABLE CODE(S) & REGULATION FOR THIS PROJECT

2009 INTERNATIONAL BUILDING CODE/ INTERNATIONAL EXISTING BUILDING CODE2015 DELAWARE STATE FIRE PREVENTION REGULATIONS2015 NFPA LIFE SAFETY CODE

2. EXISTING OCCUPANCY USE CLASSIFICATION(S): R-2 APARTMENTS3. EXISTING CONSTRUCTION TYPES: 5A (ONE HOUR PROTECTED)/ FULLY SPRINKLERED PER NFPA 13.4. PROJECT DESCRIPTION: PATCH & REPAIR 4TH FLOOR HABITABLE SPACES DAMAGED FROM LEAKING ROOF. REPLACE EXISTING FRP DOME ROOF WITH NEW FRP DOME MATCHING EXISTING. PROVIDE WATERPROOFING MEMBRANE UNDER DOME AND STRUCTURAL REPAIRS AS REQUIRED FOR THE PURPOSE OF MAINTAINING GOOD OR SOUND CONDITIONS AS WELL AS NEW DOME ATTACHMENT..5. CLASSIFICATION OF WORK: REPAIRS AND ALTERATION LEVEL 1

KEY INFORMATION

CITY OF DOVERPUBLIC SERVICESCITY HALL15 LOOCKERMAN PLAZADOVER, DELAWARE 19903PH 302-736-4217

AHJ

PROJECT SUMMARY

THE PROJECT CONSISTS OF REPLACING THE EXISTING FIBERGLASS DOME & METAL PANEL FROM THE BUILDING 3 AT THE UNIVERSITY APARTMENTS ON THE DELAWARE STATE UNIVERSITY CAMPUS AND REPAIRING THE PORTION OF 4TH FLOOR ROOMS WITH WATER DAMAGE FROM EXISTING LEAKING DOME ROOF.

GENERAL

AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, ARE HEREBY INCORPORATED INTO THE CONTRACT DOCUMENTS AS IF COMPLETELY REPRODUCED HEREIN, EXCEPT AS SPECIFICALLY MODIFIED BY THE CONTRACT DOCUMENTS.

ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES, APPLICABLE LAWS AND REGULATIONS, AND ALL APPLICABLE REQUIREMENTS OF REGULATORY AGENCIES. IF THERE IS CONFLICT AMONG THE DRAWINGS, SPECIFICATIONS, OTHER CONTRACT DOCUMENTS, CODES OR REGULATIONS, THE STRICTEST STANDARDS SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 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 THE DRAWINGS, 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-IN MEASUREMENTS OR TO SERVE AS SHOP DRAWINGS.

VERIFY ALL PROJECT CONDITIONS, DIMENSIONS, AND DETAILS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN THE DOCUMENTS FOR CORRECTION BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

ALL WORK SHALL BE PERFORMED BY SKILLED MECHANICS EXPERIENCED IN THEIR RESPECTIVE TRADES. INSTALL ITEMS IN ACCURATE LOCATION, PLUMB, LEVEL, SQUARE, PARALLEL, STRAIGHT, FLUSH, IN PLANE LINE, TRUE TO SHAPE, AND NEAT. CHECK THE WORK OF EACH TRADE FOR SOUNDNESS OF CONSTRUCTION, LOCATION, WORKMANSHIP AND OTHER SUITABILITY, AND PROCEED ONLY AFTER ALL IMPERFECTIONS HAVE BEEN ELIMINATED.

AS WORK PROGRESSES, KEEP THE PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS, DEBRIS, AND RUBBISH. AT THE COMPLETION 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 REMOVED FORM THE SITE.

MODIFICATION PROCEDURES

OWNER-INITIATED CHANGE ORDER PROPOSAL REQUESTS: THE ARCHITECT WILL ISSUE A DESCRIPTION OF THE PROPOSED CHANGES IN THE WORK THAT REQUIRE AN ADJUSTMENT IN THE CONTRACT SUM OR TIME. THE DESCRIPTION MAY INCLUDE SUPPLEMENTAL OR REVISED DRAWINGS 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 FOR THE OWNER'S REVIEW. INCLUDE AN ITEMIZED LIST OF PRODUCTS REQUIRED AND UNITS COSTS, ALONG WITH ANY ADDITIONAL 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 A REQUEST FOR A CHANGE TO THE OWNER AND ARCHITECT. DESCRIBE THE PROPOSED CHANGE. INDICATE THE REASONS FOR THE CHANGE AND THE EFFECT OF THE CHANGE ON THE CONTRACT SUM AND THE CONTRACT TIME. INCLUDE AN ITEMIZED LIST OF THE PRODUCTS 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 ORDERLY INSTALLATION OF EACH PART OF THE WORK. COORDINATE CONSTRUCTION OPERATIONS OF DIFFERENT TRADES THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION.

SCHEDULE CONSTRUCTION OPERATIONS IN THE SEQUENCE REQUIRED TO OBTAIN THE BEST RESULTS WHERE INSTALLATION OF ONE PART 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 AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN AN ACCEPTABLE MANNER.

COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND TESTS TO MINIMIZE THE NECESSITY OF UNCOVERING COMPLETED CONSTRUCTION FOR THAT PURPOSE.

SUBMITTALS

COORDINATE SUBMITTAL PREPARATION WITH CONSTRUCTION, FABRICATION, AND OTHER SUBMITTALS, AND ACTIVITIES THAT REQUIRE SEQUENTIAL OPERATIONS. TRANSMIT IN ADVANCE OF CONSTRUCTION OPERATIONS TO AVOID DELAY. SUBMITTALS SHALL BE PROVIDED FOR ALL WORK OF THE PROJECT.

PROCESSING: ALLOW (7) CALENDAR DAYS FOR REVIEW. ALLOW MORE TIME IF THE ARCHITECT MUST DELAY PROCESSING TO PERMIT COORDINATION. THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATION UNTIL RELATED SUBMITTALS ARE RECEIVED.

SHOP DRAWINGS: SUBMIT NEWLY PREPARED INFORMATION DRAWN TO SCALE. INDICATE DEVIATIONS FROM THE CONTRACT DOCUMENTS. DO NOT REPRODUCE THE CONTRACT DOCUMENTS OR COPY STANDARD INFORMATION. SUBMIT DIGITAL PDF FILE WITH SHEETS AT LEAST 8-1/2 INCHES BY 11 INCHES BUT NO LARGER THAN 30 INCHES BY 42 INCHES. THE ARCHITECT WILL REVIEW DIGITAL COPY AND RETURN WITH MARKS INDICATING ACTIONS TO BE TAKEN.

SAMPLES: SUBMIT FULL-SIZE SAMPLES CURED AND FINISHED AS SPECIFIED, AND IDENTICAL WITH THE MATERIAL PROPOSED. MOUNT THE 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 SUBMITTAL AND THE ACTUAL COMPONENT AS DELIVERED AND INSTALLED.

PRODUCT DATA: COLLECT PRODUCT DATA INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION. MARK EACH COPY TO SHOW APPLICABLE CHOICES AND OPTIONS. WHERE PRODUCT DATA INCLUDES INFORMATION ON SEVERAL PRODUCTS, MARK COPIES TO INDICATE APPLICABLE INFORMATION. SUBMIT DIGITAL COPY. THE ARCHITECT WILL REVIEW DIGITAL COPY AND RETURN WITH MARKS INDICATING ACTIONS TO BE 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 METHODS THAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT. STORE PRODUCTS SUBJECT TO DAMAGE BY THE ELEMENTS ABOVE GROUND, UNDER COVER IN A WEATHER TIGHT ENCLOSURE, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. 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, PROVIDE THE 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 EXACT CHARACTERISTICS REQUIRED, WITH OR WITHOUT THE USE OF A BRAND NAME PROVIDE A PRODUCT OR ASSEMBLY THAT PROVIDES THE CHARACTERISTICS AND OTHERWISE COMPLIES WITH THE CONTRACT REQUIREMENTS.

SUBSTITUTIONS

MANUFACTURERS AND PRODUCTS INDICATED ARE CONSIDERED STANDARD OF DESIGN AND PERFORMANCE. ALTERNATE PRODUCTS BY APPROVED MANUFACTURERS DEEMED EQUIVALENT BY THE ARCHITECT WILL BE ACCEPTABLE. THE ARCHITECT WILL CONSIDER WRITTEN REQUESTS FOR SUBSTITUTIONS RECEIVED NOT LESS THAN 10 DAYS PRIOR TO END OF THE BIDDING PERIOD. ALTERNATES SUBMITTED 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 OF ADDITIONAL REQUIREMENTS AND TO DEFER SELECTION OF ACTUAL MATERIALS AND EQUIPMENT TO A LATER DATE WHEN ADDITIONAL INFORMATION 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 BY ARCHITECT 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 TO OWNER, AFTER INSTALLATION HAS BEEN COMPLETED AND ACCEPTED.PREPARATION: COORDINATE MATERIALS AND THEIR INSTALLATION FOR EACH ALLOWANCE WITH RELATED MATERIALS AND INSTALLATIONS TO ENSURE THAT EACH ALLOWANCE ITEM IS COMPLETELY INTEGRATED AND INTERFACED WITH RELATED WORK.

SCHEDULE OF ALLOWANCES:

ALLOWANCE PRICE NO. 1DESCRIPTION: UNFORESEEN DEMOLITION AND REPLACEMENT OF DETERIORATED WOOD FRAMING/ SUBFLOOR, DETERIORATED GWB, DETERIORATED DOORS/ TRIM, NON-FUNCTION LIGHT FIXTURES, ADDITIONAL STRUCTURAL REINFORCING, ADDITIONAL INTERIOR FINISHES, AND REPAIRS TO EXISTING ROOF NOT INCLUDED IN THE ORIGINAL CONSTRUCTION SCOPE OF WORK.TOTAL AMOUNT: $50,000

UNIT PRICES

A UNIT PRICE IS AN AMOUNT PROPOSED BY BIDDERS, STATED ON THE BID FORM, AS A PRICE PER UNIT OF MEASUREMENT FOR MATERIALS OR SERVICES ADDED TO OR DEDUCTED FROM THE CONTRACT SUM BY APPROPRIATE MODIFICATION, IF ESTIMATED QUANTITIES OF WORK REQUIRED BY THE CONTRACT DOCUMENTS ARE INCREASED OR DECREASED.

UNIT PRICES INCLUDE ALL NECESSARY MATERIAL, PLUS COST FOR DELIVERY, INSTALLATION (INCLUDING TEMPORARY SHORING AND ENGINEERING OF SHORING), INSURANCE, APPLICABLE TAXES, OVERHEAD, AND PROFIT.

OWNER RESERVES THE RIGHT TO REJECT CONTRACTOR'S MEASUREMENT OF WORK-IN-PLACE THAT INVOLVES USE OF ESTABLISHED UNIT PRICES 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 WOOD 2x6 STUDS/ FRAMING/ TO EXISTING REINFORCE EXISTING LOADBEARING WALL AND TRUSSES.COST PER LINEAR FEET INSTALLED:

UNIT PRICE NO. 2 - REPLACE DAMAGED/ DETERIORATED CURVED WOOD 2X6 TRIPLE PLATE IN LOADBEARING WALLCOST PER LINEAR FEET INSTALLED:

UNIT PRICE NO. 3 - REPLACE DAMAGED/ DETERIORATED CURVED WOOD 2x6 SINGLE BOTTOM PLATE IN LOADBEARING WALLCOST PER LINEAR FEET INSTALLED:

UNIT PRICE NO. 4 - REPLACE DAMAGED/ DETERIORATED 3/4" THICK WOOD SUBFLOOR ON WOOD TRUSSESCOST PER SQUARE FEET INSTALLED:

UNIT PRICE NO. 5 - REPLACE DAMAGED/ DETERIORATED CURVED 1/2" THICK WOOD SHEATHING ON WOOD TRUSSES OR STUDSCOST PER SQUARE FEET INSTALLED:

UNIT PRICE NO. 6 - REPLACE DAMAGED/ DETERIORATED 5/8" TYPE X GWB ON WOOD TRUSSESCOST PER SQUARE FEET INSTALLED:

UNIT PRICE NO. 7 - REPLACE DAMAGED OR NON-FUNCTIONAL RECESSED 6" DIA (FIRE RATED)LIGHT FIXTURE & LAMPS, MATCH EXISTINGCOST PER FIXTURE INSTALLED:

UNIT PRICE NO. 8 - REPLACE DAMAGED OR NON-FUNCTIONAL SURFACE MOUNTED 1' x 4'FLUORESCENT LIGHT FIXTURE & LAMPS, MATCH EXISTINGCOST PER FIXTURE INSTALLED:

UNIT PRICE NO. 9 - REPLACE DAMAGED OR NON-FUNCTIONAL SURFACE MOUNTED EXIT LIGHT, MATCH EXISTINGCOST PER FIXTURE INSTALLED:

DIVISION 1 - GENERAL REQUIREMENTS

SELECTIVE DEMOLITION1. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVEDEMOLITION 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 AS INDICATED.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 TO REMAINOWNER'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 THE FOLLOWING:

1. WALLS AND PARTITIONS2. LINTEL AND HEADERS IN WALLS AND PARTITIONS3. FLOORS ABOVE GRADE4. ROOF DECK OR STRUCTURE5. BRACING AND SHORING6. GUY WIRES AND STRUTS7. TRUSSES8. BEAMS

OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.

MISCELLANEOUS ELEMENTS: DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, 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 CUTTING AND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICT. COORDINATE PROCEDURES AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING.

IN-PLACE MATERIALS: USE MATERIALS IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH IN-PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE.

PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS.

ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS.

EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENT INTERRUPTION 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. IF POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN RECOMMENDATIONS.

PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE 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 OF INSTALLATION.

EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING 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 NEW MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.

CEILINGS: PATCH, REPAIR, OR RE-HANG IN-PLACE CEILINGS AS NECESSARY TO PROVIDE AN EVEN-PLANE SURFACE OF UNIFORM APPEARANCE.

EXTERIOR BUILDING ENCLOSURE: PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A WEATHERTIGHT CONDITION.

CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT, MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS.

BUILDING INSULATIONTHERMAL BATT INSULATION1. UNFACED FIBERGLASS INSULATION, ASTM C665, TYPE 1, ASTM E136

A. ROOF/ CEILING INSULATION BETWEEN TRUSSES = R-30, THICKNESS

JOINT 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, AND EXPANSION JOINTS, AND AT INTERIOR JOINTS BETWEEN PERIMETER WALL AND WINDOW SYSTEMSAND INTERIOR PARTITIONS

2. MEDIUM MODULUS NEUTRAL CURING SILICONE SEALANT: PECORA 895; FOR USE BETWEEN PLASTIC LAMINATECASEWORK AND ADJACENT MATERIALS

3. LATEX SEALANT: PECORA AC-20: FOR USE AT THE PERIMETER OF INTERIOR HOLLOW METAL DOOR FRAMES AND ATINTERIOR JOINTS OF DISSIMILAR MATERIALS NOT INDICATED ABOVE

4. BUTYL-RUBBER - BASED SOLVENT RELEASE-SEALANT: PECORA BC-158; FOR USE BETWEEN MATERIALS OR SURFACESWHERE SLIDING MOVEMENT OCCURS

JOINT TAPE1. SEALANT TAPE: EMSEAL JOINT SYSTEMS OR APPROVED EQUAL, LTD, SELF-ADHERING TAPE SEALS MADE FROM

RESILIENT, OPEN-CELL POLYURETHANE FOAM IMPREGNATED WITH A WATER-BASED ACRYLIC-MODIFIED ASPHALTEMULSION. SEE DRAWINGS AND DOME MANUFACTURE FOR THICKNESS AND DEPTH.

WEATHER BARRIER/ FLASHING1. SELF ADHERED WEATHER BARRIER SHEET & UNDERLAYMENT: GRACE HIGH TEMPERATURE ICE AND WATER SHIELD OR

EQUAL. (PROVIDE PRIMER WHERE SUBSTRATE REQUIRES) PROVIDE COMPLETE SYSTEM AND INSTALL PERMANUFACTURERS RECOMMENDATION WITH TAPED JOINTS AND MANUFACTURERS FASTENERS. THICKNESS

2. SELF ADHERED MEMBRANE FLASHING: GRACE HIGH TEMPERATURE VYCOR BUTYL WALL FLASHING OR EQUAL.(PROVIDE PRIMER WHERE SUBSTRATE REQUIRES) PROVIDE COMPLETE SYSTEM AND INSTALL PER MANUFACTURERSINSTALLATION INSTRUCTIONS.

DIVISION 7 - THERMAL & MOISTURE PROTECTION

DIVISION 10 - SPECIALTIES (NOT USED)

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 MECHANICAL ANDPLUMBING SOLUTIONS. PREPARE A SET OF DRAWINGS BASED ON THE ENCLOSED INFORMATION AND THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE ALL NECESSARY DRAWING, TABLES, AND CALCULATIONS TO OBTAIN A PERMIT FROM THE PROPER JURISDICTION. PROVIDE A COPY OF THE PLANS TO ARCHITECT AND OWNER.

2. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING MECHANICAL AND PLUMBING EQUIPMENT AND SYSTEMCOMPONENTS FOR COORDINATE WITH NEW PLANS.

3. HVAC, SPRINKLER (IF REQUIRED), LIFE SAFETY SYSTEMS (INCLUDING FIRE ALARM & EM LIGHT CONFIGURATION), SUBMITSHOP DRAWINGS FOR ARCHITECT'S APPROVAL. DRAWINGS WILL BE REVIEWED ONLY FOR GENERAL COMPLIANCE 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 BALANCE CONTRACTOR SHALL PREPARE A DETAILED LIST OF NONOPERATING PARTS/ SYSTEMS FOR SUBMITTAL TO THE CONSTRUCTION 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 AS REQUIRED TO MEET DESIGN TEMPERATURE. TEST AND BALANCE HVAC SYSTEM AFTER INSTALLATION AND PROVIDE AN AIR BALANCE REPORT PRIOR TO SUBSTANTIAL COMPLETION.

7. SEE DIVISION 7 FOR ATTIC FLOOR DRAIN SPEC. FINAL DRAIN PIPING CONFIGURATION SHALL BE PROVIDED BYCONTRACTOR.

DIVISION 22 PLUMBING & DIVISION 23 HVAC

DIVISION 6 - WOOD & PLASTIC

WARRANTIES

WARRANTY WORK AGAINST DEFECTIVE MATERIALS OR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. REMEDY ANY AND ALL DEFECTS IN THE WORK UPON WRITTEN NOTIFICATION FROM THE OWNER. SUBMIT A WRITTEN WARRANTY TO THE OWNER THAT ALL MATERIALS AND WORKMANSHIP SHALL BE FREE FROM DEFECTS FOR A PERIOD OF two YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. THERE WILL BE NO ADDITIONAL COST TO REPAIR OR REPLACE ANY SUCH WORK THAT IS FOUND TO BE DEFECTIVE WITHIN THE WARRANTY PERIOD.

DIVISION 8 - OPENINGS

DIVISION 5 - (NOT USED)

EPDM ROOF SYSTEM:MANUFACTURER: CARLISLE SYNTEC OR APPROVED EQUALPRODUCT: FULLY ADHERED EPDM SINGLE PLY ROOFINGTHICKNESS: .060" TYPE: ASTM 4637, TYPE I, REINFORCED, UNIFORM, FLEXIBLE EPDM SHEETCOLOR: BLACKWARRANTY: MIN. 15 YEARSCOVERBOARD TYPE: ASTM C 208, TYPE II, GRADE 2, 1/2" THICK1. PROVIDE EPDM ROOFING SYSTEM AS INDICATED IN THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND

PER MANUFACTURERS STANDARD DETAILS, UNO.2. PROVIDE ALL NECESSARY FASTENERS AND ACCESSORIES FOR PROVIDING A COMPLETE SYSTEM WITH

WARRANTY.3. PROVIDE FLASHING AROUND PERIMETER AND OVERLAPPING MEMBRANE FLASHING UNDER METAL FLASHING

LOCATED UNDER FRP DOME.4. PROVIDE 1/2" COVERBOARD OVER ENTIRE PLYWOOD DECKING. OFFSET JOINTS BETWEEN DECKING AND

COVERBOARD.5. CORRECT DEFICIENCIES IN OR REMOVE MEMBRANE ROOFING SYSTEM THAT DOES NOT COMPLY WITH

REQUIREMENTS, REPAIR SUBSTRATES AND REPAIR OR REINSTALL MEMBRANE ROOFING SYSTEM TO ACONDITION FREE OF DAMAGE AND DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION AND ACCORDINGTO WARRANTY REQUIREMENTS.

ROOF ACCESSORIES12" DIAMETER STATIC VENT - J VENT WITH 6" CLEARANCEMANUFACTURER: FAMCO OR APPROVED EQUALPRODUCT: JV12CLMETAL FINISH: MILL1. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

SEE STRUCTURAL NOTES ON SHEET A10-01 FOR STRUCTURAL WOOD PRODUCT REQUIREMENTS.

DIVISION 7 - CONT.

DIVISION 4 - (NOT USED)

ARCHITECTURAL FIBERGLASS DOME SPECIFICATIONS

SUMMARYA. SECTION INCLUDES: ARCHITECTURAL FIBERGLASS REINFORCED POLYMER (FRP) DECORATIVE SELF-

SUPPORTING DOME FOR EXTERIOR APPLICATION. DESIGN REQUIREMENTS

A. ARCHITECTURAL FIBERGLASS DOME SHALL BE DESIGNED AS A SELF-SUPPORTING FIBERGLASS STRUCTURE WITH INTEGRAL FRAMING SYSTEM. NO ADDITIONAL SKELETON STRUCTURAL FRAMING SHALL BE REQUIRED TO SUPPORT THE FIBERGLASS DOME.

B. INSTALLED ARCHITECTURAL FIBERGLASS DOME AND FASTENING SYSTEMS SHALL BE DESIGNED, ENGINEERED, FABRICATED, AND INSTALLED TO CONFORM TO THE STATE CODES, LOCAL CODES, AND THE ARCHITECT’S DESIGN.

SUBMITTALSA. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, PROFILES, AND DETAILS OF DOME SECTIONS.

ILLUSTRATE DIMENSIONS, ADJACENT CONSTRUCTION, MATERIALS, THICKNESS, FABRICATIONS DETAILS, REQUIRED CLEARANCES, FIELD JOINTING, COLORS, FINISHES, METHODS OF SUPPORT, ATTACHMENTS, ANCHORAGE TO SUBSTRATES, INTEGRATION OF COMPONENTS, AND LIST OF PART NUMBERS THAT COORDINATE WITH LABELED ARCHITECTURAL FIBERGLASS PARTS.

B. SUBMIT CURRENT VALID THIRD PARTY PRODUCT LISTING AND LABELING FROM INTERNATIONAL CODE COUNCIL (ICC)-SANCTIONED AUTHORITY TO BE AFFIXED TO ALL PRODUCTS MANUFACTURED AND DELIVERED TO THE JOBSITE AS REQUIRED PER THE 2009 INTERNATIONAL BUILDING CODE (IBC). ICC–SANCTIONED LISTING AND LABELING PROGRAM SHALL BE IN PLACE AT BID TIME AND STATE COMPLIANCE WITH FLAME SPREAD INDEX REQUIREMENTS STIPULATED IN THE 2009 IBC, SECTION 2612. MANUFACTURED PRODUCTS WITHOUT LISTING AND LABELING PROGRAM AT BID TIME WILL NOT BE CONSIDERED.

C. PROFESSIONAL ENGINEERING, IF REQUIRED, SHALL INCLUDE CALCULATIONS AND STAMPED DRAWINGS BY P.E. REGISTERED IN THE STATE OF DOME INSTALLATION, TO MEET ALL STATE AND LOCAL CODES.

D. PROVIDE A LIST OF DOME PROJECTS DEMONSTRATING THE CAPABILITY OF MANUFACTURING DOMES COMPARABLE IN SIZE, SCOPE, AND COMPLEXITY AS INDICATED.

E. SUBMIT MANUFACTURER’S CURRENT VALID CERTIFICATION WITH THE CERTIFIED COMPOSITES TECHNICIAN (CCT) PROGRAM CREATED BY THE AMERICAN COMPOSITES MANUFACTURERS ASSOCIATION (ACMA).

F. SUBMIT MANUFACTURER’S INTERNAL QUALITY CONTROL & ASSURANCE PROCEDURES BASED UPON PROVISIONS PUBLISHED IN THE “GUIDELINES AND RECOMMENDED PRACTICES FOR FIBERGLASS REINFORCED PLASTIC ARCHITECTURAL PRODUCTS” UPON REQUEST.

G. PRODUCT DATA: SUBMIT MANUFACTURER’S PRODUCT DATA AND INSTALLATION INSTRUCTIONS.H. PRODUCT SAMPLES: SUBMIT MINIMUM 3-INCH X 5-INCH SAMPLES IN SPECIFIED COLOR, TEXTURE AND FINISH

WHEN APPLICABLE.QUALITY ASSURANCE

A. OBTAIN ARCHITECTURAL FIBERGLASS DOME FROM A SINGLE SOURCE MANUFACTURER THAT HAS THE ABILITY AND RESOURCES TO COMPLY WITH THE REQUIREMENTS AND SCHEDULE OF THE PROJECT.

B. MANUFACTURER’S ICC–SANCTIONED LISTING AND LABELING PROGRAM SHALL INCLUDE SITE VISITS TO MANUFACTURING FACILITY BY THIRD PARTY TESTING AUTHORITY WITNESSING COMPLIANCE WITH MANUFACTURING PROCEDURES AND LISTING AND LABELING PROGRAM.

C. MANUFACTURER TO COMPLY WITH QUALITY CONTROL & ASSURANCE PROCEDURES AND FABRICATE ARCHITECTURAL FIBERGLASS BASED UPON PROVISIONS PUBLISHED IN THE “GUIDELINES AND RECOMMENDED PRACTICES FOR FIBERGLASS REINFORCED PLASTIC ARCHITECTURAL PRODUCTS”.

D. INSPECT EACH MOLDED DOME SECTION TO ENSURE THAT IT COMPLIES WITH SPECIFIED REQUIREMENTS, INCLUDING NOMINAL DIMENSIONS.

MANUFACTURER’S QUALIFICATIONSA. MANUFACTURER: PROVIDE PRODUCTS MANUFACTURED BY A FIRM SPECIALIZING IN THE MANUFACTURE OF

FIBERGLASS ARCHITECTURAL DOMES, IN THE UNITED STATES WITH A MINIMUM OF TEN (10) YEARS EXPERIENCE.B. ALL PRODUCTS MANUFACTURED SHALL CARRY ICC–SANCTIONED LISTING AND LABELING PER 2009 IBC.C. MANUFACTURER SHALL DEMONSTRATE CURRENT VALID CERTIFICATION AND PARTICIPATION IN THE CCT

PROGRAM AND FABRICATE MATERIAL BASED UPON PROVISIONS PUBLISHED IN THE “GUIDELINES AND RECOMMENDED PRACTICES FOR FIBERGLASS REINFORCED PLASTIC ARCHITECTURAL PRODUCTS”.

D. PROVIDE VERIFICATION THAT ARCHITECTURAL FIBERGLASS DOME MEETS OR EXCEEDS PRODUCTS SPECIFIED.

UNIT PRICE NO. 10 - PREP AND PAINT NEW OR EXISTING GWB WALL OR CEILING SURFACE COST PER SQUARE FEET:

DIVISION 1 - CONT.

MISCELLANEOUS CARPENTRYLUMBER: COMPLY WITH DOC PS 20. DRESSED FOUR SIDES, S4S, 19 PERCENT MOISTURE CONTENT. WOOD PRESERVATIVE TREATED MATERIALS: IN ACCORDANCE WITH AWPA C2, MINIMUM RETENTION OF 0.25 LB/CU FT. PROVIDE FOR CANTS, NAILERS, AND BLOCKING IN CONNECTION WITH ROOFING, AND ANY WOOD BLOCKING OR SIMILAR MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.

WOOD BLOCKINGSTANDARDSWOOD 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 1500

GRADE: AWI CUSTOM GRADESPECIES: YELLOW POPLAR, AWI GRADE IIFINISH SYSTEM: OPAQUE FINISH FIELD APPLIED, SEE DIVISION 9 PAINT

CUSTOM 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

CASEWORKGENERAL: COMPLY WITH THE REQUIREMENTS OF AWI STANDARDS, SECTION 1600, SECTION 400-A, SECTION 400-B, AND SECTION 400-C, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED.

VENEER AND PLASTIC LAMINATE CASEWORK.CABINET CONSTRUCTION: COMPLY WITH AWI STANDARDS PARAGRAPH 400-G-8, APPLICABLE TO BOTH 400A AND 400B CABINETS FOR MINIMUM NOMINAL THICKNESSES AND MATERIAL FOR CABINET COMPONENTS.SURFACE MATERIALSPLASTIC LAMINATE1. EXPOSED SURFACES OTHER THAN EDGES: HIGH PRESSURE LAMINATE, NEMA LD-3, AND AS FOLLOWS:- TOPS AND SHELVING: 0.050 INCH, GENERAL PURPOSE GRADE- OTHER EXPOSED SURFACES: 0.028 INCH, VERTICAL GRADE2. EDGES: 3 MM PVC UNLESS OTHERWISE INDICATED3. BACKSPLASH: HIGH PRESSURE LAMINATE ON ALL SURFACES

COUNTERTOP AND BACKSPLASH IN WHICH SINKS OCCUR, SHOP SANDED A-C MARINE GRADE VENEER CORE PLYWOOD OR PHENOLIC RESIN PARTICLE BOARD SHALL BE USED..

VERTICAL STANDING SEAM MEAL PANEL SYSTEM & SHEET METAL TRIM/ FASCIABASIS OF DESIGN MANUFACTURER: BRIDGER STEEL OR APPROVED EQUALPRODUCT: SNAP BATTEN PANEL SYSTEM, CONCEALED FASTENER WALL PANEL1. ALTERNATE MANUFACTURERS

A. PETERSON ALUMINUMB. ATAS ROOFING

RIB HEIGHT: 1" TO 1 1/2"PANEL WIDTH: 16"THICKNESS: 26 GA GALV STEELFINISH: KYNAR 500COLOR: METALLIC COPPER, MATCH EXISTING ROOFING1. FIELD VERIFY WALL CONDITIONS PRIOR TO SIZING PANEL HEIGHT.2. PROVIDE AS INDICATED IN THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND PER MANUFACTURERS

STANDARD DETAILS, UNO.3. LOCATE ANY NON-STANDARD WIDTH PANELS ON REAR SIDE OF BUILDING WITH MINIMUM WIDTH OF 8" AND

MAXIMUM NUMBER OF NON-STANDARD WIDTH PANELS SHALL BE LIMITED TO (3).4. PROVIDE CUSTOM CURVED FLASHING TRIM (MIN 24 GA) ALONG BOTTOM CONNECTING TO EXISTING STANDING

SEAM ROOF SYSTEM OF EQUAL LENGTH PIECES AROUND ENTIRE PERIMETER WITH 6'-0" MINIMUM PIECE LENGTH.5. PROVIDE CUSTOM METAL CLOSURE PIECES AT THE VISIBLE GAP BETWEEN THE CURVED TOP METAL FLASHING

AND STANDING SEAM PANELS.6. PROVIDE A BLACK EMSEAL COMPRESSIBLE FILLER ABOVE THE CLOSURE BETWEEN THE RIBS BETWEEN THE

CURVED TOP METAL FLASHING TO MAKE WEATHER TIGHT JOINT.7. PROVIDE CUSTOM CURVED SHEET METAL FLASHING/ FASCIA TRIM (MIN 22 GA) EXTENDING BACK UNDER DOME

AND OVERLAPPING VERTICAL STANDING SEAM. SEE DETAILS FOR DIMENSIONS. MIN. 6'-0" PIECE LENGTH.8. PROVIDE LAP SPLICES AT ALL FLASHING OR TRIM JOINTS.9. PROVIDE SELF ADHERED WEATHER BARRIER SHEET & UNDERLAYMENT UNDER ENTIRE SYSTEM AND OVERLAP

ANY EXISTING ADJACENT FLASHING TO MAKE WATERTIGHT.

DELIVERY, STORAGE AND HANDLINGA. HANDLE, STORE AND TRANSPORT ARCHITECTURAL FIBERGLASS DOME ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS AND IN A MANNER THAT PREVENTS DAMAGE.B. PROTECT ARCHITECTURAL FIBERGLASS FROM DAMAGE BY RETAINING ANY SHIPPING PROTECTION AND

STORE IN A SECURE PLACE UNTIL INSTALLATION.C. DAMAGE RESPONSIBILITY: EXCEPT FOR DAMAGE CAUSED BY OTHERS, THE INSTALLER IS RESPONSIBLE FOR

CHIPPING, CRACKING, OR OTHER DAMAGE TO FIBERGLASS FABRICATIONS, AFTER DELIVERY TO THE JOBSITE AND UNTIL INSTALLATION IS COMPLETED AND INSPECTED AND APPROVED BY THE ARCHITECT OR OWNER’S REPRESENTATIVE.

WARRANTYA. WARRANT ARCHITECTURAL FIBERGLASS DOME TO BE FREE FROM DEFECT DUE TO MATERIALS AND

WORKMANSHIP FOR ONE YEAR.BASIS OF DESIGN MANUFACTURER: ARCHITECTURAL FIBERGLASS, INC.

8300 BESSEMER AVE., CLEVELAND, OHIO 44127PHONE 1-888-483-1775 OR 216-641-8300, 216-641-8150 FAX

A. APPROVED EQUIVALENT MANUFACTURERS;1. STROMBERG ARCHITECTURAL, INC, 4400 ONEAL ST, GREENVILLE, TX 75402, PHONE 1-903-454-3642

FABRICATION PATTERNS/MOLDSA. CUSTOM PATTERN/MOCKUP: PATTERNS AND MOCKUPS SHALL BE HAND-CARVED AND/OR CNC MACHINED BY

SKILLED PATTERN MAKERS WITH MINIMUM OF TEN (10) YEARS EXPERIENCE WITH ARCHITECTURAL ELEMENTS. PATTERNS AND MOCKUPS SHALL BE AVAILABLE AT MANUFACTURING FACILITY FOR ARCHITECT’S INSPECTION AND APPROVAL BEFORE MOLDS ARE PRODUCED.

B. CUSTOM MOLDS: MOLDS SHALL BE PRODUCED WITH AMPLE LAYERS OF TOOLING RESIN, TOOLING GEL-COAT, GLASS FIBERS AND/OR FLEXIBLE RUBBER BY SKILLED MOLD MAKERS WITH MINIMUM OF TEN (10) YEARS EXPERIENCE WITH ARCHITECTURAL ELEMENTS. PRODUCED MOLDS SHALL HAVE RIGIDITY AND THICKNESS TO PREVENT DISTORTION AND DEFLECTION OF MOLDED ARCHITECTURAL FIBERGLASS.

MATERIALS CHARACTERISTICSA. MOLDED EXTERIOR SURFACE: U-V INHIBITED, NPG-ISO POLYESTER GEL COAT, 18 TO 22 MILS THICK. COLOR TO MATCH IN TEXTURE AND FINISH OF SAMPLE SUPPLIED BY ARCHITECT.B. BARRIER COAT: SPECIFICALLY FORMULATED BACKUP POLYESTER SURFACE VEIL 18-20 MILS THICK TO PREVENT GLASS PRINT THROUGH AND ULTIMATE CLASS A FINISH.C. BACK UP LAMINATE:

1. RESIN: POLYESTER RESIN SHALL BE FIRE RETARDANT AND MEET CLASS 1 FLAME SPREAD RATING OF25 OR LESS AND SMOKE DENSITY UNDER 450 WITHOUT THE USE OF ANTIMONY TRIOXIDE AS CHARACTERIZED BY THE ASTM E-84 TUNNEL TEST AT TYPICAL 1/8” GLASS MAT LAMINATE. GENERAL PURPOSE RESIN WILL NOT BE PERMITTED.2. FILLER: FUNCTIONAL FILLER TO BE ADDED TO RESIN MATRIX TO MINIMIZE SHRINKAGE, ADDSTIFFNESS, CONTROL OPACITY, ADD FIRE RETARDANCE, IMPROVE SURFACE FINISH, MINIMIZE CRAZING, AND CONTROL DIMENSIONAL STABILITY FROM WEATHER EXTREMES.3. FIBERGLASS REINFORCEMENT: TYPE “E” FIBERGLASS, GLASS CLOTH, MATT AND/OR RANDOMCHOPPED GLASS FIBERS. GLASS CONTENT APPROXIMATELY 20% TO 30%.4. LAMINATE THICKNESS: NOMINAL LAMINATE SHALL BE MINIMUM 3/16” THICKNESS. LARGER DOMESECTIONS SHALL BE MANUFACTURED WITH ADDITIONAL CORE REINFORCEMENTS AND/OR SANDWICH STRUCTURE ADDED AS REQUIRED FOR RIGIDITY AND STRUCTURAL INTEGRITY.

FABRICATIONA. DOME SHALL BE FABRICATED WITH INTEGRAL FRAMING SYSTEM WITHOUT THE NEED FOR ADDITIONAL

SKELETON FRAMING AFTER ASSEMBLY.B. DOME SECTIONS SHALL BE FORMED WITH ASSEMBLY BOLTING FLANGES WITH SUFFICIENT DEPTH TO PROVIDE

STRUCTURAL INTEGRITY AND TO ACCOMMODATE GASKETS, FASTENERS, AND SEALANT.C. DOME SECTIONS SHALL BE MANUFACTURED FOR PROPER PANEL-TO-PANEL ALIGNMENT AND FOR WEATHER-

TIGHT INSTALLATION.D. DOME SECTIONS SHALL BE MANUFACTURED AS A SINGLE UNIT SPANNING ENTIRE PROFILE FROM BASE OF

DOME TO TOP OF DOME.E. CONNECTION FLANGES SHALL BE REINFORCED WITH POLYWOOD OR OTHER TREATED ROT-PROOF MATERIAL

FOR CONNECTION TO BUILDING SUBSTRATE.F. DOME SECTIONS SHALL BE FACTORY PRE-DRILLED, LABELED, AND PRE-ASSEMBLED FOR FIELD

REASSEMBLY.AVERAGE MECHANICAL PROPERTIES:

A. TENSILE STRENGTH: 12,000 PSI PER ASTM D638B. FLEXURAL STRENGTH: 20,000 PSI PER ASTM D790C. FLEXURAL MODULUS: 0.9 x 106 PSI PER ASTM D790D. COMPRESSIVE STRENGTH: 17,000 PSI PER ASTM D695E. BEARING STRENGTH: 9,000 PSI PER ASTM D638F. THERMAL EXPANSION: 10 x 10-6 (°F)G. SPECIFIC GRAVITY: 1.5

EXTERIOR FINISHA. DOME SHALL BE FINISHED WITH COLORED GEL COAT OR SHERWIN WILLIAMS POLANE S PLUS POLYURETHANE

ENAMEL COATING AS SELECTED BY ARCHITECT OR OWNER’S REPRESENTATIVE. SURFACE TEXTURE / EXPOSED SIDE SHALL BE SMOOTH OR TEXTURED BASED UPON APPROVED SAMPLE.1. DOME FINISH SHALL BE AUTOMOTIVE BODY COATING WITH A CLEAR TOP COAT, PER MANUFACTURERS

STANDARD FINISHES, COLOR: METALLIC COPPER, TO MATCH EXISTING STANDING SEAM METAL ROOF ANDTRIM.

TOLERANCESA. PART THICKNESS: + OR – 1/8 INCH.B. GEL COAT THICKNESS: + OR – 2.5 MILS.C. LENGTH: + OR – 1/8.D. VARIATION FROM SQUARE: 1/8 INCH.E. HARDWARE LOCATION VARIATION: + OR – 1/4 INCH.

IDENTIFICATIONA. IDENTIFY EACH ARCHITECTURAL FIBERGLASS DOME SECTION TO COORDINATE WITH SHOP DRAWINGS.B. NUMBER DOME SECTIONS SHOWING SEQUENCE OF ASSEMBLY.

CURING AND CLEANINGA. CURE AND CLEAN COMPONENTS PRIOR TO SHIPMENT AND REMOVE MATERIAL WHICH MAY BE:

1. TOXIC TO PLANT OR ANIMAL LIFE.2. INCOMPATIBLE WITH ADJACENT BUILDING MATERIAL.

ANCHORS AND FASTENERSA. CONTRACTOR TO PROVIDE ANCHORS, FASTENERS, GASKETS, AND OTHER ACCESSORIES FOR PROPER

INSTALLATION OF ARCHITECTURAL FIBERGLASS DOME AS RECOMMENDED AND APPROVED BY FIBERGLASS FABRICATION MANUFACTURER. DOME MANUFACTURER TO SPECIFY THE ABOVE ACCESSORIES.

EXECUTIONPRE-INSTALLATION EXAMINATION

A. CAREFULLY OBSERVE AND VERIFY FIELD CONDITIONS THAT SUBSTRATES ARE READY FOR INSTALLATION OF ARCHITECTURAL FIBERGLASS DOME. CONTRACTOR SHALL VERIFY ON-SITE DIMENSIONS WITH SHOP DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR FITTING THE COMPONENTS TO THE STRUCTURE.

B. VERIFY THAT BEARING SURFACES ARE TRUE AND LEVEL.C. VERIFY THAT DOME CONNECTION FRAMING HAS BEEN CONSTRUCTED TO ALLOW ACCURATE PLACEMENT,

ALIGNMENT AND CONNECTION OF ARCHITECTURAL FIBERGLASS DOME TO STRUCTURE.D. REPORT DISCREPANCIES BETWEEN DESIGN DIMENSIONS AND FIELD DIMENSIONS, WHICH COULD ADVERSELY

AFFECT THE DOME INSTALLATION, TO THE ARCHITECT AND/OR OWNER’S REPRESENTATIVE.E. DO NOT PROCEED WITH INSTALLATION OF DOME UNTIL DISCREPANCIES ARE CORRECTED, OR UNTIL

INSTALLATION REQUIREMENTS ARE MODIFIED AND APPROVED BY THE ARCHITECT AND/OR OWNER’S REPRESENTATIVE.

F. BEGINNING OF INSTALLATION MEANS ACCEPTANCE OF EXISTING CONDITIONS AND FIBERGLASS MATERIALS.INSTALLATION

A. INSTALL ARCHITECTURAL FIBERGLASS DOME IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS AND APPROVED SHOP DRAWINGS.

B. APPLY CONTINUOUS RUN OF SEALANT AND EXPANDABLE CELLULAR FOAM GASKET AS RECOMMENDED PER MANUFACTURER’S INSTRUCTIONS AND APPROVED SHOP DRAWINGS TO THE BOLTING FLANGES OF ALL SECTIONS FOR WEATHER-TIGHT INSTALLATION.

C. DOME TO BE ASSEMBLED ON LEVEL SURFACE AND RAISED INTO PLACE.D. EXTERIOR DOME SHALL BE FIELD INSULATED FOR WATER TIGHTNESS AND TO PREVENT CONDENSATION WHEN

INSTALLED ON UNFINISHED ROOF OR WHEN INTERIOR FIBERGLASS DOME IS REQUIRED. FIELD APPLIED SPRAY INSULATION TO BE SPRAYED ON INTERIOR SURFACE OF EXTERIOR DOME. INSULATION SHALL BE SPRAYED AND ENCAPSULATE ENTIRE SURFACE INCLUDING ATTACHMENT FLANGES, ANCHOR BOLTS, ASSEMBLY BOLTS, AND PERIMETER BOLTING FLANGE.

E. FLASHING SHALL BE INSTALLED AROUND THE PERIMETER OF THE DOME STRUCTURE PER MANUFACTURER’S INSTRUCTIONS AND APPROVED SHOP DRAWINGS.

F. EXTERIOR DOME SHALL RECEIVE FINAL SEALANT APPLICATION ON THE EXTERIOR JOINTS AFTER INSTALLATION.

ALLOWABLE TOLERANCES FOR INSTALLED UNITSA. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH IN 20 FEET.B. MAXIMUM VARIATION FROM TRUE POSITION: 1/2 INCH IN 20 FEET.

CLEANINGA. CLEAN INSTALLED ARCHITECTURAL FIBERGLASS DOME USING CLEANING METHODS AND MATERIAL APPROVED

BY MANUFACTURER.PROTECTION OF INSTALLED FABRICATIONS

A. COMPLY WITH MANUFACTURER’S RECOMMENDATIONS AND INSTRUCTIONS FOR PROTECTING INSTALLED DOME DURING CONSTRUCTION ACTIVITIES.

CLOSED CELL (MEDIUM DENSITY) SPRAY FOAM INSULATION:MANUFACTURER: ICYNENE OR APPROVED EQUAL AND MEETS THE REQUIREMENTS FOR THE DOME MANUF.PRODUCT: MD-C-200 CLOSED CELL SPRAY FOAM INSULATION W/ DC 315 COATINGTHICKNESS: 2'"CORE DENSITY: 2.4LBS1. INSTALL PER MANUFACTURERS AND FRP DOME MANUFACTURE INSTALLATION INSTRUCTIONS.2. PRODUCT SHALL CONFORM TO THE FOLLOW:

A. THERMAL RESISTANCE (FOR 1 INCH OF MATERIAL) (R-VALUE/INCH @75 DEG F): ASTM C 518; 6.5 HR.SQFT.DEGREE F/BTU

B. AIR PERMEANCE (FOR 1 INCH OF MATERIAL): ASTM E 283: <0.02 L/S.M2 @75 PAC. WATER VAPOR TRANSMISSION (FOR 1.5 INCHES OF MATERIAL): ASTM E 96; 0.9 PERMSD. FLAME SPREAD AND SMOKE DEVELOPED RATING: ASTM E 84

1. FLAME SPREAD: LESS THAN 252. SMOKE DEVELOPMENT: LESS THAN 450

3. SPRAY FOAM SHALL BE COVERED WITH A IGNITION BARRIER COATING (DC 315 BY INTERNATIONAL FIREPROOFTECHNOLOGY INC.) MIN WET FILM THICKNESS 24 MILS, INSTALLED PER MANUF INSTRUCTION AND ENR-3702.

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 ONLY PORTIONS OF WALL ARE PATCHEDOF REPAIRED.

DIVISION 9 - FINISHES

FLUSH FIRE RATED ATTIC ACCESS DOORMANUF: BASIS OF DESIGN NYSTROM OR EQUALMODEL: "IT"LOCATION: CEILING MOUNTEDDESCRIPTION: SELF CLOSING & SELF LATCHING 20 GA DOOR WITH 16 GA FRAME, EXPOSED 1" FLANGE, FLUSH CONTINUOUS PIANO HINGE, 2 INCH FIRE-RATED MINERAL FIBER = R-8 AND PRIMED FOR PAINT FINISHFIRE RATING: WARNOCK-HERSHEY FOR 1 HOURS (HORIZ) IN WOOD CONSTRUCTIONACCESSORIES: MORTISE LOCK PREP (1 1/8") PROVIDE CYLINDER TO MATCH DSU STANDARDS.DIMENSIONS: WIDTH = VIF (FIT BETWEEN TRUSSES) AND LENGTH = 30 INCHES.

PAINTING

SOURCE LIMITATIONS: OBTAIN BLOCK FILLERS, PRIMERS, AND UNDERCOAT MATERIALS FOR EACH COATING SYSTEM FROM THE SAME MANUFACTURER AS THE FINISH COATS.MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, UNDERCOATS, AND FINISH-COAT MATERIALS THAT ARE COMPATIBLE 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: EDIT FINISH & ADD/DELETE SYSTEMS PER PROJECT1. CEILINGS AND SOFFITS GYPSUM BOARD TO RECEIVE FLAT PAINT FINISH:PRIMER: SHERWIN WILLIAMS PROMAR 200 ZERO LATEX 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

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. CONTRACTOR SHALL PROVIDE ALL NECESSARY DRAWINGS, TABLES, AND CALCULATIONS TO OBTAIN A PERMIT FROM THE PROPER JURISDICTION. 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 LABELED PRIOR TO SUBSTANTIAL COMPLETION.

3. SCOPE OF ELECTRICAL WORK SHALL BE ON THE POWER AND COMMUNICATION PLAN AND THE REFLECTED CEILINGPLAN.CONTRACTOR SHALL REFERENCE ELEVATIONS, PLANS AND DETAILS FOR TYPE, QUANTITY AND LOCATION OF OUTLETS AND OTHER RECEPTACLES. DO NOT RELOCATE OUTLETS WITHOUT PRIOR APPROVAL. WHERE CONFLICTS OCCUR BETWEEN PLANS 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 CONTACT ARCHITECT 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 FIRE RATING 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 RECEPTACLES AND COVERPLATES LOCATED IN THE TOILET ROOMS WITH NEW GFCI RECEPTACLES.

DIVISION 26 ELECTRICAL

DIVISION 2 - EXISTING CONDITIONS

ATTIC FLOOR DRAINLIGHT COMMERCIAL WOOD DECK DRAIN 2" DIAMETERMANUFACTURER: ZURN OR APPROVED EQUALPRODUCT: FD-2240MATERIAL: ABS1. INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:






12" = 1'-0"

- - 13.101

11-01-2019

G10-01





SPECIFICATIONS

I. DESCRIPTION OF EXISTING BUILDINGA. THE BUILDING WAS CONSTRUCTED CIRCA 2004, IS “L” SHAPED AND MEASURESAPPROXIMATELY 217’ BY 217’. IT HAS A FIRST, SECOND, THIRD, AND FOURTH FLOOR PLUSA PARTIAL ATTIC SUPPORTING THE DOME. THE BUILDING’S PRIMARY USE IS A RESIDENCEHALL. THE STRUCTURE IS PRIMARILY WOOD-FRAMED WITH MANUFACTURED WOOD ROOFTRUSSES.B. THE CENTER CORNER OF THE BUILDING CONSISTS OF AN ENTRY AND LOBBY. THE FIBERGLASS DOME AND ATTIC ARE LOCATED ABOVE THE FOURTH-FLOOR LOBBY.C. IT IS OUR UNDERSTANDING THAT THE EXISTING FIBERGLASS DOME WILL BE REMOVED AND REPLACED IN-KIND.

II. STRUCTURAL ENGINEER FINDINGS OF EXISTING CONDITIONSA. GENERAL:

1. WE OBSERVED SIGNIFICANT LEVELS OF WATER PENETRATION THROUGH ANDAROUND THE EXISTING FIBERGLASS DOME, RESULTING IN VARIOUS LEVELS OFLOCALIZED DETERIORATION OF WOOD FRAMING MEMBERS.

B. ATTIC ROOF TRUSSES SUPPORTING DOME:1. THE SUPPORT DIRECTLY BELOW THE FIBERGLASS DOME AT THE ATTIC ROOFCONSISTS OF A PLYWOOD SUBFLOOR ON (17) 4’-6” DEEP MANUFACTURED WOODTRUSSES AT APPROXIMATELY 24” O.C. THERE ARE 3 ROWS OF EXISTING BOTTOMCHORD BRACING AND (1) ROW OF DIAGONAL STABILITY BRACING AT THE CENTERPANEL POINT.2. THIRTEEN (13) OF THE WOOD TRUSSES ARE CLEAR SPANNING (APPROXIMATELY34’) AND ARE CURRENTLY ONLY LOADED BY THE DOME AT ITS PERIMETER.3. FOUR (4) OF THE WOOD TRUSSES HAVE CENTER BEARING ON THE CENTER STUDWALLS. THEY ARE CURRENTLY LOADED AT THE PERIMETER OF THE DOME AND ALSO AT A CENTER RING OF STEEL ANGLES SUPPORTING KICKERS UP TO THEDOME.4. PORTIONS OF THE PLYWOOD SUBFLOOR AND TRUSS TOP AND/OR BOTTOMCHORDS SHOW SIGNS OF WATER DAMAGE MAINLY AT THE PERIMETER OF THEDOME/TRUSS BEARING LOCATIONS.

C. ATTIC WALLS SUPPORTING TRUSSES:1. ATTIC BEARING WALLS ARE APPROXIMATELY 8’-3” TALL.2. THE INNER CIRCULAR BEARING WALL (± 35’) CONSISTS OF 2X6 WOOD STUDS ATAPPROXIMATELY 12” O.C. THE WALL HAS A TRIPLE 2X6 WOOD TOP PLATE AND ASINGLE 2X6 WOOD BOTTOM PLATE. THE OUTER SURFACE OF THE WALL ISSHEATHED WITH PLYWOOD. PORTIONS OF THE INNER STUD WALL SHOW VARYINGSIGNS OF WATER DAMAGE, VARYING FROM SLIGHT WATER STAINING TO AREAS OFSIGNIFICANTLY DISINTEGRATED WOOD.3. THE OUTER CIRCULAR BEARING WALL (± 42’ DIAMETER) CONSISTS OF 2X6 WOODSTUDS AT APPROXIMATELY 12” O.C. WITH SIMILAR CONSTRUCTION AS THE INNERSTUD WALL INCLUDING PLYWOOD SHEATHING ON THE OUTER SURFACE. THIS WALLALSO HAS VARYING LEVELS OF WATER DAMAGE.4. THE CENTER RECTANGULAR BEARING WALL CONSISTS OF 2X6 WOOD STUDS ATAPPROXIMATELY 16” O.C WITH A SINGLE 2X6 TOP AND BOTTOM PLATE WITH NOSHEATHING OR BLOCKING. THE CENTER WALLS SUPPORT THE CENTER (4) TRUSSES.

D. ATTIC FLOOR TRUSSES:1. THE ATTIC FLOOR CONSISTS OF A PLYWOOD SUBFLOOR ON 5’-8” DEEP PARALLELCHORD MANUFACTURED WOOD TRUSSES AT APPROXIMATELY 12” O.C. WITH AGYPSUM FINISHED CEILING. THE SUPPORT OF THE CENTER RECTANGULAR BEARINGWALLS CONSISTS OF 18” LVL BEAMS.2. PORTIONS OF THE PLYWOOD SUBFLOOR SHOW SIGNS OF SIGNIFICANT WATERDAMAGE.3. TWO TRUSSES BELOW THE BEARING POINTS OF TRUSS T13 & T14 ARE ASSUMEDTO HAVE WATER DAMAGE.4. THE APPLIED LOADS ON THESE TRUSSES CHANGES SLIGHTLY BUT NOTSIGNIFICANTLY. THESE TRUSSES ARE DIFFICULT TO ACCESS AND WITHOUT TRUSS SHOPDRAWINGS WE WERE NOT ABLE TO VERIFY THAT THE ORIGINAL TRUSS DESIGN WAS ADEQUATE, HOWEVER WE SAW NO EVIDENCE TO THE CONTRARY.

III. CONTRACTOR SHALL PROVIDE THE FOLLOWING REPAIRS;A. GENERAL:

1. ALL AREAS OF SOFT, SPONGY AND/OR DISINTEGRATED WOOD SHALL BECONSIDERED DETERIORATED. THE FULL EXTENTS OF DETERIORATED WOOD SHALLBE FIELD VERIFIED.2. ALL AREAS OF DISCOLORATION SHOULD BE CLEANED AND TREATED TO AVOIDFURTHER DETERIORATION.3. REFERENCE THE ATTACHED PARTIAL FRAMING PLANS.4. PLEASE NOTE THAT ALL ATTIC LEVEL FRAMING REPAIRS SHOULD BE COMPLETEDPRIOR TO REMOVING THE DOME.5. UPON COMPLETION OF THE REPAIRS INDICATED, THE ATTIC ROOF TRUSSES ANDSUPPORTING WALLS WILL BE ADEQUATE TO SUPPORT THE REQUIRED SNOW ANDWIND LOAD. FURTHER INVESTIGATION IS REQUIRED TO EVALUATE THE NEW DOME

REACTIONS. SEE ITEM III.B.1.GB. TRUSSES SUPPORTING DOME (ATTIC ROOF):

1. BEFORE REMOVING EXISTING DOME:A. SISTER EXISTING DETERIORATED TRUSS TOP AND BOTTOM CHORDS WITH A2X6 ON EACH SIDE. EXTEND SISTERED MEMBER A MINIMUM OF 24”BEYOND DETERIORATION AND NAIL EACH SISTER TO SOUND WOOD WITHMINIMUM (10) 10D NAILS. WE ANTICIPATE THAT THE TRUSS CHORDREPAIRS WILL BE REQUIRED AT THREE OR FOUR LOCATIONS.B. PROVIDE ADDITIONAL (4) ROWS OF 2X6 BOTTOM CHORD BRACING. LOCATEBETWEEN EACH ROW OF EXISTING BRACING AND ANCHOR TO INNER CURVEDWALL.C. EXTEND EXISTING BOTTOM CHORD BRACING AND ANCHOR TO INNER CURVEDWALL.D. PROVIDE (1) ROW OF 2X6 WEB BRACING AT MID-SPAN OF EACH DIAGONAL2X4 WEB MEMBER.E. SISTER THE MIDDLE TWO PANELS OF THE BOTTOM CHORD OF THE CENTERTWO TRUSSES (T8 & T9) WITH 2X6 ON EACH SIDE. ATTACH WITH (2) 10DNAILS @ 8” O.C.F. TRUSS T6 APPEARS TO SHOW SIGNS OF DAMAGE AT TRUSS MEMBERCONNECTIONS AT CENTER VERTICAL WEB TO TOP CHORD AND AT BOTTOMCHORD SPLICES. IT IS ASSUMED THAT THIS OCCURRED DURING SHIPPINGOR ERECTION. REALIGN MEMBERS AND PROVIDE 12”X12” ½” PLYWOODGUSSET PLATES EACH SIDE AT ALL DAMAGED CONNECTIONS.G. SUBMIT NEW FIBERGLASS DOME SHOP DRAWINGS AND REACTIONS TOBAKER, INGRAM & ASSOCIATES FOR REVIEW OF LOADING ON EXISTINGTRUSSES. OUR INITIAL EVALUATION OF THE EXISTING TRUSSES WITH THECALCULATED EXISTING DOME REACTIONS INDICATE THAT THE MIDDLE (3)TRUSSES SUPPORTING THE DOME WILL NEED ADDITIONAL REINFORCEMENT.

2. AFTER EXISTING DOME REMOVAL:A. REMOVE AND REPLACE DETERIORATED PORTIONS OF PLYWOOD SUBFLOORON ATTIC ROOF TRUSSES. REFERENCE ARCHITECTURAL FOR WATERPROOFINGREQUIREMENTS BELOW NEW DOME.

C. ATTIC WALLS SUPPORTING TRUSSES:1. TEMPORARILY SHORE ATTIC ROOF TRUSSES AS REQUIRED AND REPLACEDETERIORATED PORTIONS OF WOOD TOP AND BOTTOM PLATES. SISTERDETERIORATED STUDS AS REQUIRED.2. PROVIDE SOLID 2X6 BRIDGING AT MID-HEIGHT OF THE CENTER, RECTANGULARLYCONFIGURED BEARING WALLS. PROVIDE ADDITIONAL STUDS UNDER TRUSS CONTACTPOINTS AS REQUIRED.

D. ATTIC FLOOR TRUSSES:1. REMOVE AND REPLACE DETERIORATED PORTIONS OF PLYWOOD SUBFLOORINCLUDING DETERIORATED PORTIONS BELOW WALL BOTTOM PLATE.2. FURTHER REVIEW IS REQUIRED AT AREAS OF SEVERE WATER PENETRATION AFTERSUBFLOOR IS REMOVED. IT IS ASSUMED THAT THE TOP CHORD OF A MINIMUM OF(2) TRUSSES WILL REQUIRE SISTERING DUE TO DETERIORATION.

A. FIELD REVIEW CONSISTED PRIMARILY OF VISUAL OBSERVATIONS AND MEASUREMENTS. THERE WERE NO TRUSS SHOP DRAWINGS AVAILABLE FOR REVIEW.B. ITEMS NOT INCLUDED IN OUR REVIEW INCLUDED: A SUBSURFACE EVALUATION; REMOVAL OF FINISHES; TESTING OF MATERIALS; REVIEW OF STRUCTURAL ELEMENTS OTHER THAN THOSEINDICATED IN THIS REPORT; FINAL DESIGN OF RECOMMENDED REPAIRS; REVIEW OF THEENVELOPE FOR MOISTURE PENETRATION ISSUES, ENVIRONMENTAL CONSIDERATIONS; OR LIFESAFETY/FIRE CODE REVIEW.

GENERAL NOTES

EXISTING CONDITIONS AND MEASUREMENTS SHOWN ON THESE DRAWINGS AREAPPROXIMATE. VERIFY CONDITIONS AND DIMENSIONS PRIOR TO INITIATION OF WORK.IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY OWNER IMMEDIATELY.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONSAND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS.CONSULT THESE DRAWINGS FOR LOCATIONS AND DIMENSIONS OF OPENINGS, CHASES,INSERTS, REGLETS, SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THEFIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERBEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THEBUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TODETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THEBUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES, BUT IS NOTLIMITED TO, THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING,GUYS OR TIEDOWNS. PROVIDE ALL SHORING AND BRACING REQUIRED TO STABILIZEAND PROTECT EXISTING AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OFDEMOLITION AND CONSTRUCTION. SUCH MATERIAL SHALL REMAIN THE PROPERTY OFTHE CONTRACTOR AFTER COMPLETION OF THE PROJECT.

SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDEREDTYPICAL FOR SIMILAR CONDITIONS.

ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS SHALL BE FOLLOWED,INCLUDING THE FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

1.

2.

3.

4.

5.

ACT.

WOOD FRAMING

COMPLY WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) "NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (LATEST EDITION).

WOOD FRAMING: #2 S-P-F OR BETTER

STRUCTURAL SHEATHING: GROUP 1 APA RATED SHEATHING, MINIMUM SPAN RATINGOF 32/16, MINIMUM 4 PLY, EXPOSURE 1. USE 5/8" FOR ROOFS, AND 1/2" FOR WALLS,UNLESS OTHERWISE NOTED.

WOOD EXPOSED TO THE ENVIRONMENT, WOOD BOLTED TO CONCRETE OR MASONRY ANDWOOD DESIGNATED "TRTD" SHALL BE #2 SOUTHERN PINE OR BETTER. PRESSUREIMPREGNATED WITH AMMONIACAL COPPER QUATERNARY AMMONIUM (ACQ) IN ACCORDANCEWITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD C2, WITH AMINIMUM RETENTION OF 0.40 LBS PER CUBIC FOOT OF WOOD. THE MINIMUM DEPTH OF

1.

2.

3.

4.

FRAMING NOTES

NAIL IN ACCORDANCE WITH RECOMMENDED WOOD FASTENING SCHEDULE IN APPLICABLEBUILDING CODE. PROVIDE BLOCKING, BRIDGING, AND BRACING PER SAME CODE. AT AMINIMUM, PROVIDE BRIDGING AT EACH END OF JOIST, AND ONE ROW OF SOLID BRIDGINGAT MIDSPAN FOR JOISTS 10' OR GREATER IN SPAN. PROVIDE SOLID BRIDGING BELOW ALLINTERIOR BEARING PARTITIONS.

FASTENERS: JOIST HANGERS, HURRICANE CLIPS, POST BASES, AND OTHER FRAMINGSPECIALTIES ARE TO BE AS MANUFACTURED BY SIMPSON, USP OR EQUAL, AND ARETO BE USED ONLY IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTENSPECIFICATIONS AND RECOMMENDATIONS. ALL FASTENERS TO BE 16 GAUGE MINIMUMUNLESS NOTED OTHERWISE. PROVIDE HOT DIPPED GALVANIZED FINISH UNLESS NOTEDOTHERWISE.

PROVIDE SOLID BLOCKING BELOW ALL COLUMNS, TO TRANSFER LOAD DIRECTLY TOFRAMING.

ALL MULTI-PLY BEAMS SHALL BE NAILED WITH 3 ROWS OF 10d NAILS AT 8" O.C.STAGGERED. BEAMS LOADED ON ONE FACE ONLY SHALL BE BOLTED WITH 1/2" DIA.BOLTS AT 16" O.C. STAGGERED (U.N.O.).

1.

2.

3.

4.

3. SNOW LOADING IS BASED ON THE FOLLOWING. DRIFTING OR

GROUND SNOW LOAD 25 PSF FLAT-ROOF SNOW LOAD (P ) 17.5 PSF SNOW EXPOSURE FACTOR (C ) 1.0

SNOW THERMAL FACTOR (C ) 1.0 SNOW LOAD IMPORTANCE FACTOR 1.0

APPROPRIATE.SLIDING SNOW LOADS HAVE BEEN CONSIDERED WHERE

UNINHABITABLE ATTICS W/OUT STORAGE 10 PSF BALCONIES & DECKS 40 PSF HABITABLE ATTICS & SLEEPING AREAS 30 PSF STAIRS & ROOMS OTHER THAN SLEEPING 40 PSF

ROOF 30 PSF MIN. + DRIFT

DESIGN LIVE LOADS:

BUILDING CODE: INTERNATIONAL BUILDING CODE (2012 EDITION).

2.

FLOOR

1.

fe

t SNOW DRIFT SURCHARGE (P ) N/Ad WIDTH OF SNOW DRIFT (w) N/A

UNINHABITABLE ATTICS W/ STORAGE 20 PSF

GENERAL NOTES

EXISTING CONDITIONS AND MEASUREMENTS SHOWN ON THESE DRAWINGS AREAPPROXIMATE. VERIFY CONDITIONS AND DIMENSIONS PRIOR TO INITIATION OF WORK.IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY OWNER IMMEDIATELY.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONSAND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS.CONSULT THESE DRAWINGS FOR LOCATIONS AND DIMENSIONS OF OPENINGS, CHASES,INSERTS, REGLETS, SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THEFIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERBEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THEBUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TODETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THEBUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES, BUT IS NOTLIMITED TO, THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING,GUYS OR TIEDOWNS. PROVIDE ALL SHORING AND BRACING REQUIRED TO STABILIZEAND PROTECT EXISTING AND ADJACENT STRUCTURES AND SYSTEMS DURING COURSE OFDEMOLITION AND CONSTRUCTION. SUCH MATERIAL SHALL REMAIN THE PROPERTY OFTHE CONTRACTOR AFTER COMPLETION OF THE PROJECT.

SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDEREDTYPICAL FOR SIMILAR CONDITIONS.

ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATIONS SHALL BE FOLLOWED,INCLUDING THE FEDERAL DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

1.

2.

3.

4.

5.

ACT.

WOOD FRAMING

COMPLY WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) "NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (LATEST EDITION).

WOOD FRAMING: #2 S-P-F OR BETTER

STRUCTURAL SHEATHING: GROUP 1 APA RATED SHEATHING, MINIMUM SPAN RATINGOF 32/16, MINIMUM 4 PLY, EXPOSURE 1. USE 5/8" FOR ROOFS, AND 1/2" FOR WALLS,UNLESS OTHERWISE NOTED.

WOOD EXPOSED TO THE ENVIRONMENT, WOOD BOLTED TO CONCRETE OR MASONRY ANDWOOD DESIGNATED "TRTD" SHALL BE #2 SOUTHERN PINE OR BETTER. PRESSUREIMPREGNATED WITH AMMONIACAL COPPER QUATERNARY AMMONIUM (ACQ) IN ACCORDANCEWITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) STANDARD C2, WITH AMINIMUM RETENTION OF 0.40 LBS PER CUBIC FOOT OF WOOD. THE MINIMUM DEPTH OFPENETRATION SHALL BE 2.5" OR 85% OF THE SAPWOOD.

1.

2.

3.

4.

FRAMING NOTES

NAIL IN ACCORDANCE WITH RECOMMENDED WOOD FASTENING SCHEDULE IN APPLICABLEBUILDING CODE. PROVIDE BLOCKING, BRIDGING, AND BRACING PER SAME CODE. AT AMINIMUM, PROVIDE BRIDGING AT EACH END OF JOIST, AND ONE ROW OF SOLID BRIDGINGAT MIDSPAN FOR JOISTS 10' OR GREATER IN SPAN. PROVIDE SOLID BRIDGING BELOW ALLINTERIOR BEARING PARTITIONS.

FASTENERS: JOIST HANGERS, HURRICANE CLIPS, POST BASES, AND OTHER FRAMINGSPECIALTIES ARE TO BE AS MANUFACTURED BY SIMPSON, USP OR EQUAL, AND ARETO BE USED ONLY IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTENSPECIFICATIONS AND RECOMMENDATIONS. ALL FASTENERS TO BE 16 GAUGE MINIMUMUNLESS NOTED OTHERWISE. PROVIDE HOT DIPPED GALVANIZED FINISH UNLESS NOTEDOTHERWISE.

PROVIDE SOLID BLOCKING BELOW ALL COLUMNS, TO TRANSFER LOAD DIRECTLY TOFRAMING.

ALL MULTI-PLY BEAMS SHALL BE NAILED WITH 3 ROWS OF 10d NAILS AT 8" O.C.STAGGERED. BEAMS LOADED ON ONE FACE ONLY SHALL BE BOLTED WITH 1/2" DIA.BOLTS AT 16" O.C. STAGGERED (U.N.O.).

1.

2.

3.

4.

3. SNOW LOADING IS BASED ON THE FOLLOWING. DRIFTING OR

GROUND SNOW LOAD 25 PSF FLAT-ROOF SNOW LOAD (P ) 17.5 PSF SNOW EXPOSURE FACTOR (C ) 1.0

SNOW THERMAL FACTOR (C ) 1.0 SNOW LOAD IMPORTANCE FACTOR 1.0

APPROPRIATE.SLIDING SNOW LOADS HAVE BEEN CONSIDERED WHERE

UNINHABITABLE ATTICS W/OUT STORAGE 10 PSF BALCONIES & DECKS 40 PSF HABITABLE ATTICS & SLEEPING AREAS 30 PSF STAIRS & ROOMS OTHER THAN SLEEPING 40 PSF

ROOF 30 PSF MIN. + DRIFT

DESIGN LIVE LOADS:

BUILDING CODE: INTERNATIONAL BUILDING CODE (2012 EDITION).

DESIGN LOADS

2.

FLOOR

1.

fe

t SNOW DRIFT SURCHARGE (P ) N/Ad WIDTH OF SNOW DRIFT (w) N/A

UNINHABITABLE ATTICS W/ STORAGE 20 PSF

DOME ATTACHMENT:1. THE CONTRACTOR SHALL PROVIDE ENGINEERED DOME SHOP DRAWINGS INDICATING THE NECESSARY REACTIONS, LOADS AND RECOMMENDED METHODS OF ATTACHMENT TO THE STRUCTUAL PRIOR TO MAKING ANY REINFORCING/ MODICATIONS TO THE EXISTING WOOD FRAMING NOT SPECIFICALLY FOR REPAIRING WATER DAMAGE.

2. THE STRUCTURAL ENGINEER SHALL REVIEW, CONFIRM AND/ OR PROVIDE ADDITIONAL REINFORCING DIRECTIONS FOR EXISTING STRUCTURE FOR ATTACHMENT OF THE NEW DOME.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:






As indicated

Author Checker 13.101

10-22-2019

A10-01





DOME ROOF REPLACEMENT -STRUCTURAL MODIFICATIONS

1/8" = 1'-0"STRUCTURAL EVALUATION & REPAIRS SCOPE OF WORK1

3/4" = 1'-0"STRUCTURAL NOTES2

"UPPER" ATTIC BELOW "DOME" ATTIC VIEW TOWARD CENTER WALLS AND LADDER ACCESS

WATER DAMAGED AT TOP OF BEARING WALL BELOW TRUSSES SUPPORTING DOME ABOVE

EXISTING ATTIC PHOTOGRAPHS FOR REFERENCE - SEE STRUCTURAL REPAIRS SCOPE OF WORK AND SKETCHES

WATER DAMAGED FLOOR/ DECK AND TRUSSES BETWEEN INNER AND OUTER SUPPORT WALLS

WATER DAMAGE TRUSS, WALL AND DECK BELOW DOME ALONG INNER SUPPORT WALL

WATER DAMAGED AT ATTIC FLOOR/ DECK AND INNER SUPPORT WALL EXISTING DOME ATTIC SPACE AND EXISTING SUPPORT FRAME

PHOTOGRAPH - PD1PHOTOGRAPH - PD2 PHOTOGRAPH - PD3

PHOTOGRAPH - PD4

PHOTOGRAPH - PD5

PHOTOGRAPH - PD6

DEMOLISH THE EXISTING FRP DOME ASSEMBLY IN ITS ENTIRETY

DEMOLISH THE EXISTING METAL PERIMETER FLASHING AND PORTION OF PLYWOOD DECK AROUND PERIMETER OF DOME

DEMOLISH EXISTING VERTICAL FLUSH METAL PANEL SYSTEM DOWN TO FACE OF CURVED PLYWOOD SHEATHING AROUND PERIMETER OF DOME.

CAREFULLY DEMOLISH ANY WATER DAMAGED OR STRUCTURALLY DETERIORATED PLYWOOD SHEATHING.

EXISTING RADIAL STANDING SEAM METAL ROOF AND FLASHING TO REMAIN.

APPROX DOME ATTIC LEVEL

EXISTING STUCCO CLADDING TO REMAIN

APPROX. LIMITS OF CONSTRUCTION

NON-CONDITIONED "DOME" ATTIC SPACE

EXISTING RADIAL STANDING SEAM ROOF SYSTEM, INCLUDING FLASHING SHALL REMAIN

EXISTING LADDER AND OPENING DOWN TO "UPPER" ATTIC SPACE TO REMAIN

DEMOLISH EXISTING EPDM ROOFING ON EXISTING WD SUBFLOOR DECK

CAREFULLY DEMOLISH EXISTING FRP DOME ASSEMBLY (+/- 32'-0" DIAM X 8'-0")

EXISTING ASPHALT SHINGLE ROOF BELOW SHALL REMAIN

A10-021

Sim

DEMOLISH EXISTING VERTICAL METAL CLADDING DOWN TO SHEATHING

DEMOLISH EXISTING DOME SUPPORT FRAME

PD1

CAREFULLY DEMOLISH WATER DAMAGED VERTICAL WD SHEATHING (APPROX. 50 PERCENT)


SLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPESLOPE

P6A

P6B

P6C

P6D

4

A10-03

INNER DOME SUPPORT WALL.PROVIDE REPAIRS TO DETERIORATED/ DAMAGED WOOD FRAMED WALL INDICATED SHEET A10-01. INCLUDE REPLACING APPROX. 25 PERCENT OF OVERALL WALL, INCLUDING TOP PLATE AND BOTTOM PLATES.

OUTER DOME SUPPORT WALLPROVIDE REPAIRS TO DETERIORATED/ DAMAGED WOOD FRAMED WALL INDICATED SHEET A10-01. INCLUDE REPLACING APPROX. 15 PERCENT OF OVERALL WALL, INCLUDING TOP PLATE AND BOTTOM PLATES.

CENTER SUPPORT WALLPROVIDE REPAIRS/ REINFORCING TO WOOD FRAMED WALL INDICATED SHEET A10-01.

EXISTING WOOD LADDER UP TO "DOME" ATTIC SPACE SHALL REMAIN

"UPPER" ATTIC SPACE

"LOWER" ATTIC SPACE

EXISTING WOOD LADDER

NEW CEILING MOUNTED 1 HOUR RATED ACCESS DOOR WIDTH (TBD) X LENGTH 30", COORD FINAL LOCATION IN FIELD

REMOVE PORTION OF INSULATION AND ADD 5/8" PLYWOOD DECK ON TOP OF TRUSSES, MAX 40 SF

EXISTING PLYWOOD DECKING

PATCH AND FILL OPENING WITH 5/8" GWB AT DEMOLISHED ACCESS DOOR

APPROX TRUSS LOCATIONS LOCATED DIRECTLY ABOVE THE 4TH FLOOR CEILING

PROVIDE WD 2x FRAMING AS REQUIRED FOR NEW ACCESS DOOR

PD2

PD3

PD4

PD5

PD6

TYP MULTIPLELOCATIONSSEE STRUCT PLAN




PROVIDE REPAIRS TO DAMAGED/ DETERIORATED WOOD SUBFLOOR INDICATED SHEET A10-01.INCLUDE REPLACING APPROX. 30 PERCENT (MIN 24" X 24" PIECES) OF OVERALL FLOOR

EXISTING ATTIC FRAMING

EXISTING ATTIC FRAMING EXISTING

EXTERIOR WALL

4

A10-03

TYP

8' - 0"

12" DIA ATTIC VENT DUCT W/ CAP TYPICAL 4, TO ALLOW AIR CIRCULATION

ATTIC FLOOR DRAIN AND PIPING SYSTEM TYP. 4

NON-CONDITIONED DOME ATTIC SPACE

EXISTING RADIAL STANDING SEAM ROOF SYSTEM SHALL REMAIN

NEW CLAD WOOD CURB AROUND LADDER OPENING

EXISTING WOOD LADDER

PROVIDE NEW EPDM ROOFING OVER COVERBOARD ON EXISTING PLYWOOD SUBFLOOR

NEW FRP DOME ASSEMBLY W/ CLOSED CELL FOAM INSULATION

REPLACE ENTIRE 2'-0" WIDE PORTION OF PERIMETER PLYWOOD SUBFLOOR UNDER DOME BASE AND ANY DETERIORATED PORTIONS OF THE REMAINING SUBFLOOR, APPROXIMATELY 25 PERCENT, MIN SIZE 32" X 32" WITH EDGE SUPPORT.

MIN. 3" DIA. ABS DRAIN PIPE TO WEEP AT EXTERIOR WALL BELOW STANDING SEAM ROOF FASCIA ON BACK SIDE OF BUILDING


A10-031

Sim

SLOPE SLOPE

SLOPE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPESLOPE

1. CONTRACTOR SHALL NOT CONSIDER REMOVAL NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS.

2. CONTRACTOR SHALL PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND AND BELOW SELECTIVE DEMOLITION AREA AS WELL AS TO AND FROM OCCUPIED PORTIONS OF BUILDING.

3. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION IMMEDIATELY UPON AWARD OF PROJECT AND SIGNED CONTRACT BETWEEN OWNER/ CONTRACTOR TO STOP ADDITIONAL WEATHER RELATED DAMAGES TO THE BUILDING. THE OWNER'S VENDOR CURRENTLY PROVIDING PROTECTION/ LEAK MANAGEMENT SHALL STOP IMMEDIATE UPON AWARD OF PROJECT.

4. CONTRACTOR SHALL ALSO PROVIDE TEMPORARY WEATHER PROTECTIONS DURING INTERVAL BETWEEN SELECTIVE DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS.

5. CONTRACTOR SHALL PROTECT WALLS, ROOFING AND FLASHING AND OTHER EXISTING EXTERIOR FINISH WORK THAT ARE TO REMAIN OR THAT ARE ADJACENT TO SELECTIVE DEMOLITION OPERATIONS.

6. PATCH EXISTING DAMAGE TO EXISTING STANDING SEAM METAL ROOFING, FLASHING AND SHEATHING THAT ARE TO REMAIN. REPAIRS SHALL MATCH EXISTING ADJACENT SURFACES & FINISHES.

7. WHERE ANY EXISTING CONSTRUCTION ARE REMOVED OR ALTERED, REPAIR ALL ADJACENT SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND PREPARE EXISTING SURFACES TO RECEIVE NEW CONSTRUCTION AND/OR NEW SCHEDULED FINISHES.

8. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED, INCLUDING BUT NOT LIMITED TO THE REPLACEMENT OF DETERIORATED STRUCTURAL ELEMENTS INDICATED IN THEDRAWINGS.

DEMOLITION DOME NOTES9. ALL WORK AREAS SHALL BE CLEANED DAILY AND DEBRIS SHALL BE REMOVED

AS NECESSARY TO PROMOTE A CLEAN WORK ENVIRONMENT FOR ALL.

10. ALL EXITS, EXIT DISCHARGES, EXIT ACCESS AND FIRE DETECTION SYSTEMS SHALL BE MAINTAINED FOR THE DURATION OF THE RENOVATION.

11. CONTRACTOR SHALL REMOVE AND REPLACE ALL WATER DAMAGED/ DETERIORATED SHEATHING AND SUBFLOOR.

12. SHUTDOWN OF EXISTING SYSTEMS MUST BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.

13. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

14. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEM SERVING AREAS TO BE SELECTIVELY DEMOLISHED.

15. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS.

16. REMOVAL OF UTILITIES SHOWN ON REMOVAL DRAWINGS SHALL BE PERFORMED BY RELATED INDIVIDUAL TRADES AND ARE INDICATED FOR COORDINATION OF SCOPE OF WORK. REFER TO HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR SCOPE OF REMOVALS WITHIN RESPECTIVE TRADES.

17. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. TRANSPORT AND LEGALLY DISPOSE OF OFF SITE.

18. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON PROJECT SITE.

19. COORDINATE DEMOLITION WITH BUILDING OWNER AND OTHER TRADES. CONFIRM EXTENT, TIMING, AND ITEMS TO BE SALVAGED BY BUILDING OWNER.

20. STORE ITEMS TO BE RELOCATED AND PROTECT FROM DAMAGE.

21. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER SEPARATE CONTRACT.

22. SEE SHEET AA11-02 FOR 4TH FLOOR "EXISTING DAMAGED CONDITIONS" PHOTOGRAPHS REFERENCED ON DEMOLITION FLOOR PLANS

PHOTOGRAPH - P6A

EX VERT SIDING

EX FLASHING

EX DOME

EX STANDING SEAM METAL ROOF AND FLASHING

PHOTOGRAPH - P6B


EX VERT SIDINGEX FLASHING

EX DOME

EX STUCCO CLADDING


EX VERT SIDING

EX FLASHINGEX DOME

EX STUCCO CLADDINGEX ASPHALT SHINGLE ROOFS


EX VERT SIDING

EX FLASHING

EX DOME

EX STUCCO CLADDINGEX ASPHALT SHINGLE ROOFS

PHOTOGRAPH - P6C

PHOTOGRAPH - P6D

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:






As indicated

- - 13.101

11-01-2019

A10-02





DOME ROOF REPLACEMENT - DEMOPLAN & ELEVATIONS/ ATTIC PLANS

1/4" = 1'-0"PARTIAL EXTERIOR DEMOLITION ELEVATION1

1/4" = 1'-0"PARTIAL "DOME" ATTIC DEMOLITION PLAN2

1/4" = 1'-0"PARTIAL LOWER & UPPER ATTIC NEW WORK/ DEMO PLAN3

LOCATED ABOVE THE 4TH FLOOR CEILING

LOCATED ABOVE THE UPPER ATTIC SPACE 1/4" = 1'-0"PARTIAL "DOME" ATTIC NEW WORK PLAN4

LOCATED ABOVE THE UPPER ATTIC SPACE

12" = 1'-0"EXISTING DOME ROOF PHOTOS6

NEW FRP DOME ASSEMBLY

CONT SEALANT JOINT

MTL FLASHING TRIM AROUND ENTIRE BASE OF TRIM OVERLAPPING STANDING SEAM BELOW. MIN. 4"

VERTICALLY ORIENTED STANDING SEAM METAL ROOF SYSTEM W/ 1 1/2" TALL RIBS @ 16" OC AROUND ENTIRE CURVED SURFACE

CONT SEALANT JOINT BETWEEN NEW AND EXISTING STANDING SEAM SYSTEMS

REFASTEN & SECURE THE EXISTING METAL ROOF FLASHING & TRIM AROUND THE TOP OF THE METAL ROOF. PROVIDE CLEAR SEALANT AT ALL OPEN JOINTS AND REPLACE ALL EXISTING SEALANT.

APPROX DOME ATTIC LEVEL

APPROX "UPPER" ATTIC LEVEL

APPROX 4TH FLR LEVEL

APPROX 3RD FLR LEVEL

APPROX 2ND FLR LEVEL

EXISTING STUCCO CLADDING TO REMAIN

APPROX "LOWER" ATTIC LEVEL

APPROX. LIMITS OF CONSTRUCTION

APPROX 1ST FLR LEVEL

APPR

OXIM

ATE E

LEV

ATIO

N

55' -

6"

5

A11-02

Sim

A10-035

8' - 0" 8' - 0"

NON-CONDITIONED DOME ATTIC SPACE

NON-CONDITIONED INTERIOR "UPPER" ATTIC SPACE

NON-CONDITIONED "UPPER" ATTIC SPACE

NO

N-C

OND

ITIO

NED

PER

IMETER

"UP

PER

" ATTIC

SPACE

NO

N-C

OND

ITIO

NED

PER

IMETER

"UP

PER

" ATTIC

SPACE

EXISTING OPENING

EXISTING WOOD TRUSS

60 MIL REINFORCED EPDM MEMBRANE (BLACK) ROOFING OVER 1/2" COVERBOARD

REPLACE PORTION OF PLYWOOD SUBFLOOR AROUND ENTIRE PERIMETER, MIN. 24" WIDE. REPLACE ALL DETERIORATED SUBFLOOR AT DOME ATTACHMENT/ BEARING.

EXISTING INNER AND OUTER WOOD STUD BEARING WALL. SEE SHEET A10-04 TO DETERMINE APPROX EXTENT OF REPAIR/ REPLACEMENT OF WATER DAMAGED STRUCTURE.

PROVIDE EMERGENCY LEAK DRAINAGE OR CONDENSATION WEEPING SYSTEM W/ MIN. 2" DIA ABS VERT DRAIN PIPING & 3" DIA. ABS HORIZ. DRAIN PIPING FOR COORD. ROUTE AROUND WOOD FRAMING TO EXTERIOR WALL AT BACK OF BUILDING, MIN. 1/8" TO 1'-0" SLOPE. SEE PLAN FOR APPROX LAYOUT.

EXISTING INNER AND OUTER WOOD STUD BEARING WALL. SEE SHEET A10-04 TO DETERMINE APPROX EXTENT OF REPAIR/ REPLACEMENT OF WATER DAMAGED STRUCTURE.

EXISTING WOOD SUBFLOOR. SEE SHEET A10-04 TO DETERMINE APPROX EXTENT OF REPAIR/ REPLACEMENT OF WATER DAMAGED STRUCTURE.

EXISTING WOOD SUBFLOOR. SEE SHEET A10-04 TO DETERMINE APPROX EXTENT OF REPAIR/ REPLACEMENT OF WATER DAMAGED STRUCTURE.

12" DIA. MTL ROUND DUCT VENT W/ FLAT ROOF CAP, TYPICAL 4 EQUALLY SPACED W/ MEMBRANE FLASHING OPEN BETWEEN UPPER ATTIC & DOME ATTIC

ABS WDD-1 DECK DRAIN W/ MEMBRANE CLAMP & 2" ABS OUTLET INSTALLED IN WOOD SUBFLOOR& FIBER COVERBOARDTYPICAL 4 EQUALLY SPACED

EXISTING WOOD LADDER TO REMAIN

EXISTING CENTER SUPPORT WALLS

A10-035 SimM

ATCH E

XIS

TIN

G

+/-

7' -

9"

VIF

APPR

OX. R

21' - 10 3/4"

APPROX. BASE DIAMETER

+/- 33' - 2 1/2"

EXISTING STANDING SEAM ROOF TO REMAIN

EXISTING STUCCO CLAD EXTERIOR LOADBEARING WALL TO REMAIN

EXISTING STANDING SEAM ROOF TO REMAIN

EXISTING STUCCO CLAD EXTERIOR LOADBEARING WALL TO REMAIN

PROVIDE PIPE PENETRATION W/ DRAIN COLLAR AND WATER TIGHT SEAL TO EXISTING CLADDING

NON-CONDITIONED"LOWER" ATTIC SPACE

NOTE:1. CONTRACTOR SHALL PROVIDE STRUCTURAL REPAIRS/ REINFORCING INDICATED ON SHEET A10-01 IN ADDITION TO ANY DECKING/ SHEATHING OR BLOCKING PATCHING OR REPLACING INDICATED.

2. COORD FINAL REINFORCING & DOME ATTACHMENT WITH APPROVED DOME SHOP DRAWINGS AND COORDINATED ENGINEERS DETAILS

(2) WD 2x6 CURB W/ EPDM FLASHING AND CONT TERM BAR AT EDGE, TYP. AT PERIMETER OF LADDER OPENING

NEW FRP DOME ASSEMBLY W/ CLOSED CELL SPRAY FOAM

1"4"

MAX 1/2"

+/- 1 1/2"

FACTORY FINISHED WELDED CURVED FASCIA FLASHING WITH DRIP (COLOR 1)

CONT. SEALANT

PROVIDE (2) ROWS OF CONT. OUTER AND INNER RUNS OF EMSEAL UST SEALANT TAPE (UST 10-75-10) AROUND ENTIRE BOTTOM OF DOME BASE. OFFSET INNER AND OUTER JOINTS OF SEALANT TAPE.

CONT. SEALANT

ANCHOR BOLTS, COORD W/ BLOCKING LOCATIONS

CONT. EPDM FLASHING AROUND THE PERIMETER, OVERLAP MTL FLASHING AND EPDM ROOFING

CLOSED CELL, SPRAY APPLIED FOAM INSULATION W/ IGNITION BARRIER COATING OVER ENTIRE INTERIOR SURFACE OF FRP DOME, INCLUDING FASTENERS, RIBS AND BASE

EPDM ROOFING OVER 1/2" FIBER COVER BOARD OVER EXISTING PLYWOOD SUBFLOOR

REPLACE PORTION OF THE EXISTING PLYWOOD SUBFLOOR, MATCH EXISTING THICKNESS

PROVIDE CONT. 2x BLOCKING AROUND ENTIRE DOME PERIMETER AND ATTACH TO TOP CHORD OF TRUSSES, TYP.

PROVIDE WD 2x6 SISTER ALONG TOP CHORD TO NEAREST PANEL POINT, TYP.PROVIDE WD 2x6 BLOCKING

BETWEEN EACH TRUSS

REPLACE 50 PERCENT OF WD SHEATHING UNDER VERT SIDING THAT IS WATER DAMAGED OR HAS DETERIORATED. REMOVE PORTIONS IN MINIMUM 32" WIDE SECTIONS BY FULL HEIGHT.

+/-

1' -

3"

BLACK COMPRESSIBLE FILLER/ CLOSURE BETWEEN STANDING SEAM RIBS, SET IN BED OF CLEAR SEALANT.

VERTICAL STANDING SEAM METAL PANEL SYSTEM (COLOR 1) W/ HEMMED BOT EDGE OVER SELF ADHERED MEMBRANE WEATHER BARRIER SYSTEM OVER PLYWOOD SHEATHING

PROVIDE CONT. CLEAR SEALANT BETWEEN STANDING SEAM WALL PANEL AND EXISTING METAL ROOF TRIM.

PROVIDE CONT. CLEAR SEALANT AT ALL EXISTING STANDING SEAM METAL ROOF TRIM AND JOINTS, TYP.

EXISTING STANDING SEAM METAL ROOF SYSTEM SHALL REMAIN

EXISTING WOOD TRUSS SHALL REMAIN

NON-DETERIORATED PLYWOOD SUBFLOOR SHALL REMAIN

NOTE:CONTRACTOR SHALL PROVIDE STRUCTURAL REPAIRS/ REINFORCING INDICATED ON SHEET A10-01 IN ADDITION TO ANY DECKING/ SHEATHING OR BLOCKING PATCHING OR REPLACING INDICATED.

TYPICAL: COORD FINAL REINFORCING & DOME ATTACHMENT WITH APPROVED DOME SHOP DRAWINGS AND COORDINATED ENGINEERS DETAILS

REPLACE DETERIORATED PORTION OF THE EXISTING PLYWOOD SUBFLOOR, MATCH EXISTING THICKNESS, APPROX 25 PERCENT OF REMAINING SUBFLOOR

NEW FRP DOME ASSEMBLY

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:






As indicated

- - 13.101

11-01-2019

A10-03





DOME ROOF REPLACEMENT -PLANS, DETAILS AND ELEVATIONS

1/4" = 1'-0"PARTIAL EXTERIOR ELEVATION1 3/8" = 1'-0"

SECTION @ DOME & ATTIC BELOW4

3" = 1'-0"TYPICAL DOME BRG/ STANDING SEAM WALL PANEL DETAIL5

WH

W.H.

WH

W.H.

D04

D01

D04

D02

D02

D03

D03

D03

D05

D08

D08

D06

D02

D07

PERIMETER OF DOME SUPPORT BEARING WALL ABOVE

D08

D08

D08

D04

D08

D08

D09

D10

D05

P1A

P1B

P1C

P2AP2B

P2C

D02TYP

TYP

P2D

P2E

P2FP2G

P3A

P4A

P4B

D11

P4C

P2H

P2J

D02

NIC

LIMITS OF CONSTRUCTION

LIM

ITS

OF

CO

NS

TRU

CTI

ON

D02

LOUNGE

CORR.

CORR.

STAIR #2

LAUND JAN.

DATA

WORKROOM

APARTMENT

APARTMENT

APARTMENT

APARTMENT

D02D03

ELEC

P5A

LIMITS OF CONSTRUCTION

LIM

ITS

OF

CO

NS

TRU

CTI

ON

A01

A02

2' -

6"

TBD

TBD

TB

D

A03

NIC

A04

A02

A01

A02

A08

A11

A11

A09

2' - 1 1/2" *

1' -

2" *

3' -

1" *

3' - 4 1/2" *

4' -

9 1

/2" *

TYP * VERIFY ALL DIMS IN THE FIELD

LOUNGE

CORR.

CORR.

STAIR #2

LAUND JAN.

DATA

WORK ROOM

APARTMENT

APARTMENT

APARTMENT

APARTMENT

A05

A10

A06

A06

A05

A02

A07

A02

A01

A01

A02

A01

A05

A05

A05

1. CONTRACTOR SHALL NOT CONSIDER REMOVAL NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS.

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATION FROM THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

3. REMOVE ITEMS DESIGNATED BY DASHED LINES. VERIFY CONDITIONS PRIOR TO COMMENCEMENT OF WORK.

4. AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED SHALL STAY INTACT. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH REQUIREMENTS ON NEW WORK. PATCH AND REPAIR ADJACENT AREAS AS REQUIRED AFTER DEMOLITION IN ACCORDANCE WITH NEW WORK.

4. PATCH EXISTING DAMAGE TO WALLS, COLUMNS, FLOORS AND CEILINGS THAT ARE TO REMAIN. REPAIRS SHALL MATCH EXISTING ADJACENT SURFACES & FINISHES.

5. WHERE ANY EXISTING CONSTRUCTION ARE REMOVED OR ALTERED, REPAIR ALL ADJACENT SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND PREPARE EXISTING 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 TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE DEMOLISHED AND ADJACENT WORK TO REMAIN.

7. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND INSTALLATION OF NEW CONSTRUCTION TO PREVENT WATER INFILTRATION INTO THE BUILDING.

8. ALL WORK AREAS SHALL BE CLEANED DAILY AND DEBRIS SHALL BE REMOVED AS NECESSARY TO PROMOTE A CLEAN WORK ENVIRONMENT FOR ALL.

9. ALL EXITS, EXIT DISCHARGES, EXIT ACCESS AND FIRE DETECTION SYSTEMS SHALL BE MAINTAINED FOR THE DURATION OF THE RENOVATION.

10. SHUTDOWN OF EXISTING SYSTEMS MUST BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.

11. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

DEMOLITION 4TH FLOOR NOTES12. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEM SERVING AREAS TO BE SELECTIVELY DEMOLISHED.

13. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS.

14. REMOVAL OF UTILITIES SHOWN ON REMOVAL DRAWINGS SHALL BE PERFORMED BY RELATED INDIVIDUAL TRADES AND ARE INDICATED FOR COORDINATION OF SCOPE OF WORK. REFER TO HVAC, PLUMBING, AND ELECTRICAL DRAWINGS FOR SCOPE OF REMOVALS WITHIN RESPECTIVE TRADES.

15. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND MASONRY AT JUNCTURES WITH OTHER ELEMENTS TO REMAIN USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN IMPACT TOOLS.

16. REMOVE FROM BUILDING SITE DEBRIS, TRASH, AND OTHER MATERIALS RESULTING FROM 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. CONFIRM EXTENT, 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 THE WORK. IF MATERIALS SUSPECTED OF BEING HAZARDOUS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER SEPARATE CONTRACT.

21. SEE SHEET AA11-02 FOR 4TH FLOOR "EXISTING DAMAGED CONDITIONS" PHOTOGRAPHS REFERENCED ON DEMOLITION FLOOR PLANS

DEMOLISH EXISTING FIRE RATED CEILING ACCESS PANEL IN IT'S ENTIRETY FROM THE EXISTING GWB CEILING.

DEMOLITION KEYNOTES

D01

CAREFULLY REMOVE AND SALVAGE EXISTING SURFACE MOUNTED LIGHT FIXTURES AND EXIT SIGNS FOR REINSTALLATION INTO ORIGINAL LOCATIONS UPON COMPLETION OF CEILING REPAIRS/ IMPROVEMENTS.

D02

CAREFULLY REMOVE ANY LOOSE DEBRIS OR LOOSE DETERIORATED MATERIALS THAT WOULD INTERFERE WITH INSTALLATION OF NEW LAYER OF GWB OVER EXISTING GWB.

D03

CAREFULLY DEMOLISH ALL DAMAGED OR DETERIORATED GWB CEILING DOWN TO BOTTOM OF TRUSSES WHERE INDICATED BACK TO THE NEAREST EXISTING SUPPORT NECESSARY FOR PATCHING AND REPAIRS.

D04

CAREFULLY DEMOLISH EXISTING DAMAGED WOOD DOOR CASING.D07

D08

DEMOLISH EXISTING DAMAGED POST FORMED PLAM COUNTERTOP AND BACKSPLASH.D10

CAREFULLY REMOVE EXISTING SINGLE BOWL DROP IN METAL SINK AND FAUCET AND SALVAGE FOR REUSE IN NEW WORK.D11

D06

D05

CAREFULLY DEMOLISH PORTION OF EXISTING GWB CEILING REQUIRED FOR INSTALLATION OF NEW FIRE RATED ACCESS PANEL. COORDINATE SIZE AND LOCATION INDICATED ON "NEW WORK" DRAWINGS.

DEMOLISH EXISTING DAMAGED PLAM TRANSACTION TOP & APRON FROM TOP OF EXISTING LOW WALL.

D09

CAREFULLY REMOVE AND SALVAGE EXISTING RECESSED LIGHT FIXTURES FOR REINSTALLATION INTO ORIGINAL LOCATIONS UPON COMPLETION OF CEILING REPAIRS/ IMPROVEMENTS.

CAREFULLY DEMOLISH ALL DAMAGED OR DETERIORATED GWB WALL FINISH DOWN TO FACE OF STUDS WHERE INDICATED BACK TO THE NEAREST EXISTING SUPPORT NECESSARY FOR PATCHING AND REPAIRS.

1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM FACE OF WALL FINISH OR MASONRY

2. PARTITIONS ABOVE OPENINGS SHALL BE THE SAME AS THE PARTITIONS BESIDE THE OPENING.

3. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES, ACCESSORIES AND THE INSTALLATIONS OF CABINETS OR COUNTERTOPS AS PER MANUFACTURERS RECOMMENDATIONS.

4. ALL PENETRATIONS THROUGH DRYWALL AND MASONRY SURFACES INCLUDING BUT NOT LIMITED TO PIPE, CONDUIT, DUCTWORK, GRILLES, REGISTERS, DEVICE BOXES, HANGER RODS, ETC. SHALL HAVE THEIR COMMON JOINTS WITH DRYWALL AND/OR MASONRY CAULKED TO PROVIDE AN AIR-TIGHT SEAL.

5. CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINS INCURRED DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY EQUIPMENT COVERINGS USED DURING CONSTRUCTION.

6. PROVIDE FRAMED OPENINGS AS REQUIRED FOR MECH AND ELECT EQUIPMENT PENETRATIONS.

7. CONTRACTOR SHALL TEMPORARILY REMOVE AND RE-INSTALL ALL LIGHT FIXTURES INDICATED AFTER CEILING REPAIRS ARE COMPLETED. TEST ALL FIXTURES PRIOR TO RE-INSTALLATION AND REPLACE ANY NON-FUNCTIONAL FIXTURES TO MATCH EXISTING.

8. CONTRACTOR SHALL COORDINATE REINSTALLATION OF ALL IT EQUIPMENT (WIFI, SPEAKERS, ETC) WITH OWNERS IT VENDORS/ CONTRACTOR AFTER CEILING REPAIRS ARE COMPLETED.

9. CONTRACTOR SHALL REINSTALL ALL FIRE PROTECTION EQUIPMENT (SMOKE DETECTORS, STROBE LIGHTS, ETC) TEMPORARILY REMOVED DURING REPAIRS AFTER THE CEILING REPAIRS ARE COMPLETED.

NEW WORK NOTES GWB NOTES

1. ALL GWB PATCH AND REPAIRS TO CEILINGS SHALL BE INSTALLED AS REQUIRED TO MEET THE EXISTING 1 HR FIRE RATED ASSEMBLY UL DESIGN NO P522, MIN. (1) LAYER OF 5/8" GWB TYPE X ON 1/2" RESILIENT CHANNELS ON THE BOTTOM WOOD TRUSSES.

2. ALL GWB PATCH AND REPAIRS TO LOADBEARING WALLS SHALL BE INSTALLED AS REQUIRED TO MEET THE EXISTING 1 HR FIRE RATED ASSEMBLY UL DESIGN NO U305, MIN. (1) LAYER OF 5/8" GWB TYPE X ON BOTH SIDES OF WD 2x4 or 2x6 STUDS AT 16" OC.

3. CONTRACTOR SHALL INSTALL MOISTURE RESISTANT BOARD ON ALL WET LOCATIONS.

4. CONSTRUCT THE HIGHER RATED PARTITION FIRST, THEN PROCEED TO THE LOWER RATED PARTITIONS.

5. PROVIDE WOOD BLOCKING IN PARTITIONS FOR FIXTURES, ACCESSORIES, AND THE INSTALLATION OF GRAB BARS AS PER MANUFACTURER'S RECOMMENDATIONS.

6. COORDINATE LOCATIONS OF FIRE RATED PARTITIONS WITH REQUIREMENTS NOTED ON THE CODE PLANS.

7. MATCH EXISTING SIZES AND FINISHES (UNO) FOR ALL WOOD CABINET AND PLASTIC LAMINATE COUNTERTOPS/ TRANSACTION TOPS REPLACEMENTS.

8. PROVIDE WALL AND CEILING PATCH/ REPAIRS TO EXISTING GWB WITH A SMOOTH AND COPLANAR FINISH WITH THE EXISTING SURROUNDING SURFACES.

9. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN ALL NEW GWB INSTALLED IN LENGTHS OR AREAS GREATER THAN 20'-0" IN EITHER DIRECT.

PROVIDE NEW LAYER OF 5/8" TYPE X GWB LAMINATED AND SCREWED TO UNDERSIDE OF EXISTING REMAINING GWB. PROVIDE NECESSARY PENETRATIONS FOR EXISTING LIGHT FIXTURES, HVAC GRILLES AND FIRE PROTECTION DEVICES, BUT MAINTAIN THE EXISTING 1 HOUR FIRE RATING.

NEW WORK KEYNOTES

A01

REINSTALL EXISTING SALVAGED LIGHT FIXTURES INTO THE EXACT ORIGINAL LOCATIONS REMOVED FOR THE CEILING REPAIRS.A02

PROVIDE PAINTED 1x4 POPLAR TRANSITION TRIM BETWEEN THE EXISTING AND NEW LAMINATED GWB CEILING AREAS. ADHERE AND ANCHOR TO EXISTING GWB. PROVIDE SEALANT BETWEEN GWB AND WD AROUND EXPOSED PERIMETER.

A06

PROVIDE 1 HOUR FIRE RATED STEEL ACCESS PANEL W/ LOCKABLE ACCESS HANDLE WITH ADDITIONAL WD 2x BLOCKING SUPPORT PERIMETER INSTALLED INTO THE EXISTING 1 HOUR RATED CEILING ASSEMBLY, UL DESIGN NO P522. COORD FINAL LOCATION IN THE FIELD BETWEEN THE EXISTING TRUSSES.

A03

PROVIDE NEW LAYER OF 5/8" TYPE X GWB IN AREAS INDICATED, INSTALLED ON NEW 1/2" RESILIENT CHANNELS AT 12" OC ON BOTTOM OF EXISTING WD TRUSSES MATCHING THE ORIGINAL EXISTING 1 HOUR RATED CEILING ASSEMBLY, UL DESIGN NO P522.

A04

PROVIDE NEW LAYER OF 5/8" TYPE X GWB ON WD STUDS, FILLING IN AREAS OF DEMOLISHED DAMAGED GWB, MATCHING THE ORIGINAL EXISTING 1 HOUR RATED WALL ASSEMBLY, UL DESIGN NO U305.

A05

PROVIDE 5/8" TYPE X GWB ON WD STUDS INFILL AREA OF DEMOLISHED DEMOLISHED ACCESS PANEL, MATCHING THE ORIGINAL EXISTING 1 HOUR RATED WALL ASSEMBLY, UL DESIGN NO U305.

A07

A08

PROVIDE NEW 1 1/2" THICK PLASTIC LAMINATE ON MARINE PLYWOOD CORE COUNTERTOP WITH BACKSPLASH ANCHORED TO TOP OF EXISTING CABINETS AND WALLS AT APARTMENT KITCHEN AREA. REINSTALL EXISTING SINK AND FAUCET TO ORIGINAL PLUMBING LOCATION. REATTACH ANY UNATTACHED WOOD CABINET DOORS.

A09

PROVIDE NEW 1 1/2" THICK PLASTIC LAMINATE ON MARINE PLYWOOD CORE TRANSACTION TOP ANCHORED TO TOP OF EXISTING LOW WALL AT APARTMENT KITCHEN AREA.

REPAIR EXISTING DOOR FRAME AS NEEDED AND REPLACE WOOD DOOR CASING TO MATCH EXISTING. MATCH EXISTING WOOD CASING PROFILE.A10

REPLACE EXISTING GWB WITH NEW GWB OVER ENTIRE WALL INDICATED ON WD STUDS, MATCH EXISTING THICKNESS (APPROX 5/8"). COORD WITH EXISTING DEVICES LOCATIONS IN THE FIELD AS NEEDED.TEMPORARILY REMOVE AND REINSTALL ANY WALL OR BASE CABINETS AS REQUIRED FOR INSTALLATION OF NEW GWB.

A11

FINISH NOTES

1. PROVIDE NEW PAINT FINISH ON ALL NEW GWB WALLS/ CEILINGS OR REPAIRED/ PATCHED EXISTING GWB WALLS/ CEILINGS WITHIN THE LIMITS OF CONSTRUCTION. WHERE EVER A PORTION OF WALL REQUIRES NEW PAINT FINISH THE REMAINDER OF THE WALL OR CEILING MUST BE PAINTED TO NEAREST CORNER

2. PROVIDE NEW PAINT FINISH ON ALL PATCHED OR REPAIRED EXISTING DOORS, TRIM AND FRAMES, MATCH EXISTING COLORS.

3. ALL NEW PAINT FINISH SHALL BE INSTALLED ON ENTIRE WALLS OR CEILINGS EXTENDING ONLY. NO SPOT TOUCHUP SHALL BE ALLOWED.

4. ALL GWB SHALL BE PAINTED WITH SEMI-GLOSS FINISH AND COLOR SHALL MATCH OWNERS STANDARD COLORS.

INC.


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As indicated

- - 13.101

11-01-2019

A11-01





4TH FLOOR - DEMO & NEW WORK

1/4" = 1'-0"4TH FLOOR - DEMO WORK1 1/4" = 1'-0"

4TH FLOOR - NEW WORK2

PHOTOGRAPH - P1A

DAMAGED CEILING

DAMAGED WALLS

PHOTOGRAPH - P1B

DAMAGED CEILING

DAMAGED WALLS

PHOTOGRAPH - P1C

DAMAGED CEILING

PHOTOGRAPH - P2A

DAMAGED CEILING

PHOTOGRAPH - P2BPHOTOGRAPH - P2C

DAMAGED WALL

DAMAGED CEILINGDAMAGED CEILING

DAMAGED CEILING

PHOTOGRAPH - P2D

DAMAGED CEILING

PHOTOGRAPH - P2E

DAMAGED CEILING

DAMAGED WALL

PHOTOGRAPH - P2FPHOTOGRAPH - P2G

DAMAGED WALL

DAMAGED CEILING

DAMAGED DOOR FRAME AND TRIM


PHOTOGRAPH - P2HPHOTOGRAPH - P2J

DAMAGED CEILING

DAMAGED CEILING

DAMAGED WALL


PHOTOGRAPH - P3A

DAMAGED CEILING

DAMAGED WALLS

PHOTOGRAPH - P3BPHOTOGRAPH - P3C

DAMAGED TRANSACTION TOP

DAMAGED COUNTERTOP & BACKSPLASH

EXISTING CABINET

DAMAGED WALL & APRON TRIM



DAMAGED COUNTERTOP & BACKSPLASH

EXISTING CABINET



PHOTOGRAPH - P3A

DAMAGED CEILING

DAMAGED WALLS

DAMAGED LIGHT

PHOTOGRAPH - P5A

DAMAGED CEILING

DAMAGED WALLS

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12" = 1'-0"

- - 13.101

11-01-2019

A11-02





4TH FLOOR - REFERENCEPHOTOGRAPHS

12" = 1'-0"4TH FLOOR - WORK ROOM1

12" = 1'-0"4TH FLOOR - LOUNGE/ CORRIDORS2

12" = 1'-0"4TH FLOOR - APARTMENT3

12" = 1'-0"4TH FLOOR - ELEC. RM4

12" = 1'-0"4TH FLOOR - DATA RM5