Loading...
BLD2024-0779+Transportation_Impact_Form+6.12.2024_4.04.21_PM+4318447ABBREVIATIONSL LENGTH LAM LAM NATE(D), LIQUID APPLIED MEMBRANE ANGLE LAV LAVATORY AB ANCHOR BOLT LB (S) POUND (S) ACST ACOUSTICAL LF LINEAL FOOT/FEET ADA AMERICANS WITH DISABILITIES ACT LH LEFT HAND ADDL ADDITIONAL LHR LEFT HAND REVERSE ADJ ADJACENT LNDSCP LANDSCAPE AFF ABOVE FINISH FLOOR LOC LOCATION AP ACCESS PANEL LR LIVING ROOM APPROX APPROXIMATE LTG LIGHTING ARCH ARCHITECT (URAL) LVL LAMINATED VENEER LUMBER ASTM AMERICAN SOCIETY OF MACH RM MACHINE ROOM TESTING MATERIALS MAG MAGNET(IC) AWI ARCHITECTURAL MATL MATERIAL WOODWORKING INSTITUTE MAX MAXIMUM BITUM BITUMINOUS MBR MASTER BEDROOM BLDG BUILDING MC MEDICINE CABINET BLKG BLOCKING MECH MECHANICAL BM BEAM MEMB MEMBRANE BO BOTTOM OF MEP MECHANICAL, ELECTRICAL, BOF BOTTOM OF FOOTING PLUMBING BR BEDROOM MEZZ MEZZANINE BSMT BASEMENT MFD MANUFACTURED Btu BRITISH THERMAL UNIT MFR MANUFACTURER CAB CABINET MIN "MINIMUM, MINUTE" CB CATCH BASIN MIRR MIRROR C.C. CENTER TO CENTER MISC MISCELLANEOUS CFM CUBIC FEET PER MINUTE MO MASONRY OPENING CFOI CONTRACTOR FURNISHED; MTL METAL OWNER INSTALLED MULL MULLION CG CORNER GUARD (N) NEW CH CHANNEL NIC NOT IN CONTRACT CI CAST IRON NOM NOMINAL CIP CAST -IN -PLACE (CONCRETE) N NORTH CL CENTERLINE NTS NOT TO SCALE CLG CEILING CA OVERALL CLR CLEAR OC ON CENTER CMU CONCRETE MASONRY UNIT OD "OUTSIDE DIAMETER, DIMENSION" CO CLEAN OUT OFF OFFICE COL COLUMN OH OVERHANG CONC CONCRETE OPP HAND OPPOSITE HAND CONT CONTINUOUS OVHD OVERHEAD COORD COORDINATE PBD PARTICLE BOARD CPT CARPET (ED) PCP PORTLAND CEMENT PLASTER CSMT CASEMENT PERF PERFORATED CT CERAMIC TILE PERIM PERIMETER °or DEG DEGREES PERM PERMANENT DEMO "DEMOLISH, DEMOLITION" PERP PERPENDICULAR DEPT DEPARTMENT PL PROPERTY LINE DET DETAIL PLAM PLASTIC LAMINATE 0 or DIA DIAMETER PLWD PLYWOOD dB DECIBEL POLYISO POLYISOCYAN U RATE DIM DIMENSION PR PAIR DN DOWN PRCST PRECAST DS DOWNSPOUT PREFAB PREFABRICATED DW DISHWASHER PRELIM PRELIMINARY DWG(S) DRAWINGS PRKG PARKING DWR DRAWER PROJ PROJECT (E) EXISTING PROP PROPERTY E EAST PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH EIFS EXTERIOR INSULATION AND PSL PARALLEL STRAND LUMBER FINISH SYSTEM PTD PAINTED EL ELEVATION PT "POST -TENSIONED, PRESSURE ELEC ELECTRIC (AL) TREATED" ENCL ENCLOSE (URE) PTN PARTITION EQ EQUAL PVA POLYVINYL ACRYLIC EQUIP EQUIPMENT PVC POLYVINYL CHLORIDE ESMT EASEMENT PVG PAVING EST ESTIMATE (D) QTY QUANTITY EW EACH WAY R "RADIUS, RISER" EXH EXHAUST RCP REFLECTED CEILING PLAN EXP EXPANSION RD "ROOF DRAIN, ROAD" EXT EXTERIOR REC RECESSED FA FIRE ALARM REF "REFER (ENCE), REFRIGERATOR" FACP FIRE ALARM CONTROL PANEL REINF "REINFORCE (D), (ING)" FAM FLUID APPLIED MEMBRANE REQD REQUIRED FD FLOOR DRAIN RESIL RESILIENT FDN FOUNDATION REV "REVISION (S), REVISED" FE FIRE EXTINGUISHER RH "ROOF HATCH, RIGHT HAND" FEC FIRE EXTINGUISHER CABINET RHR RIGHT HAND REVERSE F.G. FINISH GRADE RM ROOM FIN FINISH (ED) RO ROUGH OPENING FL FLASHING ROW RIGHT OF WAY FLR FLOOR RPM REVOLUTIONS PER MINUTE FF FINISH FLOOR / FACE RT RIGHT FM FACTORY MANUAL RWL RAINWATER LEADER FOC FACE OF CONCRETE S SOUTH FOF FACE OF FINISH SAM SELF -ADHERED MEMBRANE FOIC FURNISHED BY OWNER SCHED SCHEDULE INSTALLED BY CONTRACTOR SD STORM DRAIN FOIO FURNISHED BY OWNER SF SQUARE FOOT (FEET) INSTALLED BY OWNER SHT SHEET FOM FACE OF MASONRY SIM SIMILAR FOS FACE OF STUDS SP STANDPIPE FPHB FROSTPROOF HOSE BIBB SPEC SPECIFICATION FPL FIREPLACE SQ SQUARE FRMG FRAMING SO IN SQUARE INCH FT "FOOT, FEET" SS "SANITARY SEWER,STANDING SEAM" FTG FOOTING SST STAINLESS STEEL FURN FURNITURE STC SOUND TRANSMISSION CLASS G NATURAL GAS STD STANDARD GA GAUGE STL STEEL GALV "GALVANIZED, GALVANIC" STOR STORAGE GAR GARAGE STRUCT STRUCTURE (AL) GB GRAB BAR SUSP SUSPEND(ED) GC GENERAL CONTRACTOR T TREAD GEN GENERAL T&G TONGUE AND GROOVE GL GLASS TBD TO BE DETERMINED GLU LAM GLUED LAMINATED WOOD TEMP TEMPORARY GOVT GOVERNMENT TFF TOP OF FINISH FLOOR GSM GALVANIZED SHEET METAL THK THICK (NESS) GWB GYPSUM WALL BOARD THRU THROUGH HT HEIGHT T.O.B. TOP OF BEAM HB HOSE BIBB T.O.C. TOP OF CURB HDR HEADER T.O.S. TOP OF STRUCTURE HDW HARDWARE T.O.W. TOP OF WALL HDWD HARDWOOD TV TELEVISION HLDN HOLDDOWN TYP TYPICAL HM HOLLOW METAL UBC UNIFORM BUILDING CODE HO HOLD OPEN UL UNDERWRITERS LABORATORIES HORIZ HORIZONTAL LINO UNLESS NOTED OTHERWISE HR HOUR UTIL UTILITY HSS HOLLOW STRUCTURAL SECTION VCT VINYL COMPOSITION TILE HVAC "HEATING, VENTILATION, AND VERT VERTICAL AIR CONDITIONING" VIF VERIFY IN FIELD HWH HOT WATER HEATER V VOLT ID INSIDE DIAMETER W "WEST, WIDTH, WASHER" IE INVERT ELEVATION W/ WITH IIC IMPACT ISOLATION CLASS W/D WASHER/DRYER IN INCH (S) W/0 WITHOUT INCL INCLUDING (ED) WC WATER CLOSET INFO INFORMATION WD "WOOD, WOOD DOOR" INSUL INSULATION WDW WINDOW INT INTERIOR WRB WEATHER RESISTIVE BARRIER JAN JANITOR JST JOIST (S) KIT KITCHEN KW KILOWATT MATERIAL LEGEND ORIENTED STRAND BOARD PARTICLEBOARD FINISHED WOOD BATT INSULATION RIGID INSULATION SPRAYFOAM GYPSUM WALL BOARD GENERAL NOTES A. THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN OR REFERRED TO ON ONE SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. B. THE SPECIFICATIONS CONTAIN PERTINANT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; THEY ARE A PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE DRAWINGS. C. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. E. EACH CONTRACTOR/SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND IS RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT THEIR OWN EXPENSE. TAKE CARE TO PROTECT EXISTING ARTWORK. F. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDIATELY IN WRITING. DO NOT VARY OR MODIFY THE WORK SHOWN EXCEPT UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. G. NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN APPROVED BY THE ARCHITECT. H. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED WALL/CEILING MOUNTED FIXTURES, FINISHES OR EQUIPMENT. COORDINATE WITH THE ARCHITECT AND/OR OWNER LOCATION OF ALL MOUNTED ITEMS WHICH ARE N.I.C. J. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE I.B.C. IN THE LOCAL JURISDICTION AND IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS OF THIS SET OF DRAWINGS. K. ALL WORK SHALL BE INSTALLED TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT. L. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. M. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT. N. MECHANICAL, ELECTRICAL, & FIRE PROTECTION CONDUCTED UNDER SEPARATE PERMIT & NOT PART OF THIS CONTRACT. 0. INSTALL ALL FIXTURES, EQUIPMENT, AND MATERIALS PER MANUFACTURER'S SPECIFICATION. P. EACH CONTRACTOR/SUBCONRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL AREAS CLEAN AND READY FOR THEIR INTENDED USE. Q. CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE. FAULTY WORK SHALL BE REPLACED OR REPAIRED AS REQUIRED AT CONTRACTOR'S EXPENSE. R. ALL EMERGENCY EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. 2. CODES: A. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING BUT NOT LIMITED TO THE 2018 I.B.C., THE GOVERNING ENERGY CODE AND MECHANICAL CODE WITHIN THE JURISDICTION OF THE PROJECT. IN CASE OF CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OR MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ANY CONFLICT. B. IMPORTANT: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH AND EVERY SUBTRADE TO ENSURE EVERY ASPECT OF THIS WORK IS IN COMPLIANCE WITH THE PREVAILING CODES. 3. DRAWINGS. A. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. AUTHORIZED REPRODUCTION MUST BEAR THE NAME OF THE FIRM. B. IN CASE OF DISCREPANCY OR AMBIGUITY, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH ANY WORK. C. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED ONLY SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. D. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECT'S APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. E. DRAWINGS INCLUDE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS SPECIFICALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY DEFINITION OR TERM IN QUESTION. 4. SUPPLEMENTARY DRAWINGS AND SPECIFICATIONS: A. STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS OR SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE CONTRACT DOCUMENTS SHALL BE CORRECTED SOLELY AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND 4 / 1 NEW COLUMN GRIDS X X EXIST/ADJACENT BLDG COLUMN GRIDS NORTH ARROW _ BUILDING ELEVATION Al DRAWING NUMBER SHEET NUMBER A210 1A INTERIOR ELEVATION DRAWING NUMBER SHEET NUMBER 1 D A310 1 B 1C Al BUILDING SECTION DRAWING NUMBER A201 SHEET NUMBER Al WALL SECTION DRAWING NUMBER A210 SHEET NUMBER Al DETAIL DRAWING NUMBER A501 SHEET NUMBER 144.25' SPOT ELEVATION MATCH LINE MATCHLINE SEE XX/X-XXX DRAWING SHT SHOWING ADJ CONDITION DATUM / CONTROL POINT EXISTING WALL NEW WALL WALL TO BE REMOVED ALUM 1 FINISH TAG 8'-0" CEILING HEIGHT TAG ROOM NAME ROOM TAG 000 101 DOOR TAG 1t WINDOW TAG W1 ASSEMBLY TAG (WALL, FLOOR, CLG, ROOF) A REVISION TAG / REVISION CLOUD 5. DIMENSIONS: A. DO NOT SCALE THESE DRAWINGS. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. B. EXISTING EXTERIOR WALLS TO REMAIN INCLUDING THICKNESS OF FINISH MATERIALS. DIMENSIONS FROM EXISTING WALLS ARE TO THE FINISHED FACE. DIMENSIONS FROM ALL NEW INTERIOR WALLS IS FROM FACE OF STRUCTURE. C. DIMENSIONS NOTED AS "CLEAR" ARE MEASURED FROM THE FACE OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, ETC.) D. NOTES TO "ALIGN" REFER TO FINISHED FACE OF INDICATED SURFACES. E. WING WALLS ADJACENT TO CASEWORK SHALL BE 2'-2" LONG, UNLESS NOTED OTHERWISE. 6. COORDINATION: A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 7. FIRE PROTECTION: A. FIRE PROTECTION CONTRACTORS SHALL PROVIDE FIRE PROTECTION DRAWINGS REQUIRED BY GOVERNING AUTHORITY. DRAWINGS SHOULD BE SUBMITTED TO THE ARCHITECT FOR REVIEW. B. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS REQUIRED BY THE FIRE OFFICIAL. C. EXISTING FIRE ALARM SYSTEMS SHALL REMAIN INTACT AND OPERABLE AT ALL TIMES. IF APPLICABLE. 8. ELECTRICAL NOTES: A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL CODES AND OBTAINING ALL NECESSARY PERMITS. B. ALL DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. C. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF EACH CORE DRILL WITH THE EXISTING STRUCTURE, PIPING, CONDUIT, ETC. AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR OBSTRUCTIONS. D. ALL NEW ELECTRICAL/TELEPHONE OUTLETS ARE TO BE MOUNTED VERTICALLY AT 151, AFF UNLESS NOTED. ALL WALL MOUNTED RECEPTACLES LOCATED IN CASEWORK ARE TO BE MOUNTED HORIZONTALLY UNLESS OTHERWISE NOTED. E. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET. F. THE ELECTRICAL CONTRACTOR SHALL INCLUDE THE CODE REQUIRED NUMBER, SPACING, AND TYPE OF ELECTRICAL OUTLETS IN THEIR BID PROPOSAL AND PROVIDE THOSE FOR THE PROJECT, EVEN IF THOSE OUTLETS ARE IN EXCESS OF WHAT IS INDICATED ON THE DRAWINGS. G. ELECTRICAL FIXTURES SHALL BE DIMMABLE PER THE ELECTRICAL DRAWINGS. 9. MECHANICAL NOTES: A. EXISTING DUCTED VAV SYSTEM TO BE MODIFIED AS NEEDED TO ACCOMODATE PROPOSED CEILING DESIGN B. ALL HVAC SYSTEMS ARE TO COMPLY WITH ALL APPLICABLE CODES. C. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH WORK. 10. ACCESSIBILITY A. REFER TO G002, FOR SPECIFIC ACCESSIBILITY REQUIREMENTS PERTAINING TO OUTLET LOCATIONS AND HEIGHTS, SWITCH LOCATIONS AND HEIGHTS, GRAB BARS, WALL BLOCKING, FLOOR CLEARANCES, COUNTER TOP HEIGHTS, LOCATION OF PLUMBING CONTROLS, ETC. B. CHANGES IN FINISH FLOOR ELEVATION IN EXCESS OF 1/4", MEASURE FROM LOWEST POINT ON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORE THAN 1/4" MAX IN VERTICAL HEIGHT. A. PROVIDE SIGNAGE AT EACH EXIT ACCESS DOORWAY AND AT EXIT DISCHARGE IN ACCORDANCE WITH IBC 1009.9 AND ICC/ANSI 117.7A B. REFER TO SPECIFICATIONS & DRAWINGS FOR LOCATION, TYPE, & DESIGN OF ALL SIGNAGE THROUGHOUT. C. EXTERIOR BUILDING SIGNAGE AND ENTRY VESTIBULE SIGNAGE ARE N.I.C. 12. FINISH NOTES: A. ALL FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE THE ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 13. DESIGN -BUILD MEP: A. THE MEP SCOPE OF THIS PROJECT, INCLUDING COMMUNICATIONS & FIRE PROTECTION, IS DESIGN -BUILD. ARCHITECT HAS INDICATED MINIUM REQUIREMENTS FOR POWER, COMMUNICATIONS, EXIT SIGNS, AND LIGHTING SELECTION AND PLACEMENT. B. DESIGN -BUILD EFFORTS TO INCLUDE THOSE MINIMUM COMPONENTS, PLUS COMPLIANCE WITH ANY ADDITIONAL CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO, THE REQUIRED NUMBER, SPACING, AND TYPE OF MEP ELEMENTS EVEN IF THOSE ARE IN EXCESS TO WHAT IS INDICATED IN THESE DRAWINGS. C. THE DESIGN -BUILD HVAC SCOPE IS TO ASSESS THE EXISTING HVAC SYSTEM ON SITE, DESIGN ALTERATIONS & ANY NECESSARY ADDITIONS TO ACCOMODATE THE NEW PLAN LAYOUT, DEFERRED SUBMITTAL APPROVAL FROM THE AHJ, AND INSTALLATION OF SAID COMPONENTS. D. THE DESIGN INTENT IS TO UTILITZE AS MUCH FOR THE EXISTING MEP AS FEASIBLE. E. ALL MEP DESIGN -BUILD WORK IS TO BE SUBMITTED TO THE ARCHITECT & OWNER FOR REVIEW & APPROVAL. SNOmISLE EDMONDS LIBRARY ACOUSTIC CEILING INSTALLATION DRAWING INDEX SK-22 FELT PANEL LAYOUT ARCHITECTURAL ACOUSTICS 5712 BETHEL RD. SE SUITE 110 PH: PORT ORCHARD, WA 98367 MATHEW REEVES 360.871.7741 MATT@ARCHACOUSTICSLLC.COM PROJECT INFORMATION OWNER SNO-ISLE LIBRARIES PROJECT ADDRESS 650 MAIN STREET, EDMONDS, WA 98020 PARCEL # 00434209701100 PROJECT DESCRIPTION INSTALLATION OF ACOUSTIC FELT CEILING PANELS LEGAL DESCRIPTION CITY OF EDMONDS BILK 097 D-00 - LOTS 11-12 STREET LOTS 13-30 INCL PROJECT TEAM OWNER: SNO-ISLE LIBRARIES 7312 35TH AVE NE MARYSVILLE, WA 98271 PH: (360) 651-7046 CONTACT: R.D. BURLEY RBURLEY@SNO-ISLE.ORG ARCHITECT: JOHNSTON ARCHITECTS LLC 3131 WESTERN AVE SUITE 510 SEATTLE, WA 98121 PH: (208) 992-3695 CONTACT: MAGGIE CIACCIO MCIACCIO@JOHNSTONARCHITECTS.COM VICINITY MAP CONTRACTOR: NOT TO SCALE � r�4�r �IMF A.. tifr '_11 _k1. ROM e ti 4� 111_fn� Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382 403q REGSTERED ftte 0 Z 0 W o W N L00 J LU 0 zCn az Z _ � 0 o0 J cow DRAWING ISSUE # DATE DESCRIPTION 03/31/2023 ISSUE FOR PERMIT SHEET TITLE GENERAL NOTES, ABBREVIATIONS, SYMBOLS SHEET NO. GOOO Drawn MAC, LB Checked AWB © 2023 JOHNSTON ARCHITECTS A BO CO D E F G H 0000021 7445 32 15 56 73107680 63 25 2482 78 3 2 65 58 Q ) UNUSED PANELS CELING CLOUD LAYOUT ON -SITE MOCK UP Ilk 'IN 1-TRACK ATTACHED WITH HIDE THREAD SCREWS, SCREWED AND .DLUED AT 6" MIN SPACING, TYP HANGER WIRE CONNECTION POINTS LARGE - TWO SEAMS SMALL - NO SEAMS T-TRACK ATTACHED WITH WIDE THREAD SCREWS, SCREWED AND GLUED AT 6" MIN SPACING, TYP HANGER WIRE CONNECTION POINTS T-TRACK ATTACHED WITH WIDE THREAD SCREWS, SCREWED AND GLUED AT 6" MIN SPACING, TYP HANGER WIRE CONNECTION POINTS Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382 state �EGISTE�ECn FELT PANEL ASSEMBLY DETAIL vn 2 0 z UU W N LU J LU EXISTING HOLLOW CORE (-.C1N(..RFTF PI ANK Z z HIGH STRENGTH EPDXY - CHEM-SET 633 O M� Q QUICK SET OR ULTRALOK 5405NS NON- Z W CD SAG STRUCTURAL EPDXY. cLO0 W a S.S. FLAT PLATE FEMALE HEX NOT BONDING FASTNER. SQUARE ATC BASE 1/4 - 20 THREAD. MASTER PLATE BY SPECIALINSERT. S.S. EYE BOLT HANGER WIRE CROSS TEE SUPPORT BEAM WIDE THREAD SCREWS, GLUED INTO FELT WITH LIQUID NAILS DRAWING ISSUE I#IDATE DESCRIPTION 4 FELT PANEL CLG ATTACHMENT DETAIL GENERAL NOTES 1. EACH PANEL IS UNDER 40 LBS AND SUPPORTED BY AT LEAST 4 ANCHOR POINTS. 2. EACH ANCHOR POINT IS DESIGNED TO CARRY A TENSILE WIEGHT OF 2,500 LBS (1 SQUARE INCH). SEE ATTACHED MANUFACTURER LITERATURE. 3. THIS ATTACHMENT METHOD HAS BEEN TESTED IN PLACE AND HAS HELD WITHOUT ANY SIGNS OF FAILURE FOR 1 MONTH. 4. EPDXY CHARACTERISTICS SUMMARY A. Work Time: 3 to 5 minutes (at 75iF/ 24iC) B. Fixture Time: 20 to 30 minutes (at 75iF/ 24iC) C. Full Cure: 24 hours for full properties D. Operating Temp. -40 fl-40iC ) to 266iF (130iC) E. Mixed Density: 9.5 Ibs/gal (1.15 g/cc) F. Flash Point: Greater than 200iC (392iF) SHEET TITLE G. Viscosity: Resin (Part A) 1,500,000 CPS Hard (Part B) 1,500,000 CPS H. Color: Resin (Part A), Clear Activator (Part B), Clear Mixed: Clear I. Mix Ratio: 1 Part A to 1 Part B (1: 1) FELT PANEL J. Hardness: 80 Shore D K. Lap Shear Strength: > 2,900 PSI (AL to AL) LAYOUT L. Tensile Strength: 2,500 PSI M. Elongation: 5% to 10% N. Impact Resistance: > 150 inch/lb O. Water Absorption: < 1 % (24 hours) P. Dielectric Constant 4.5 (at 25C, 100Hz) SHEET NO. Q. Dielectric Strength 410 v/mil R. Volume Resistivity 8 x 1014 ohm -cm S. Shelf Life: 12 Months T. VOC Content: 0% by weight IL Drawn Author Checked Checker © 2023 JOHNSTON ARCHITECTS