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Home My WebLink AboutDOC-2019-Salish Inn Plans -PROJECT TEAM OWNER EK TERA ASARA LLC 905 20TH STREET ANACORTES, WA 98221 PHONE: (360) 770-3701 FAX: EMAIL: jas.sho37®gmail.com CONTACTS: KULJIT SHOKER ARCHITECT CARLETTI ARCHITECTS, P.S. 116 E FIR ST. SUITE A MOUNT VERNON. WA. 98273 PHONE: (360) 424-0394 FAX: (360) 424-5726 EMAIL: peterocarlettiarchitects.com CONTACTS: PETER CARLETTI CONTRACTOR FABER CONSTRUCTION 131 E. GROVER STREET LYNDEN, WA 98264 PHONE: 360-383-8920 FAX: EMAIL: Dale6faberconstruction.com CONTACTS: DALE KING CIVIL ENGINEER/ SURVEYOR RAVNIK & ASSOCIATES P.O. BOX 361 BURLINGTON. WA 98233 PHONE: (360) 707-2048 FAX: (360) 707-2216 EMAIL: jravnikoravnik.net CONTACT: JOHN RAVNIK STRUCTURAL ENGINEER BRADLEY ENGINEERING 810 YEW STREET BELLINGHAM, WA 98229 PHONE: (360) 752-5795 FAX: - EMAIL: david®bradleyengineeringinc.com CONTACT: DAVID BRADLEY MECHANICAL ENGINEER BERONA ENGINEERS, INC. 4630 200TH STREET SW, SUITE C LYNNWOOD. WA 98036 PHONE: (425) 744-6033 FAX: - E-MAIL: mberona®beronaengineers.com CONTACT: MELCHOR BERONA SYMBOLS 00f N1, NORTH ARROW 1 GRID LINE A -4.0 BUILDING SECTION A WALL SECTION 2 DETAIL A.6.0 PROPERTY CORNER INTERSECTION TOP OF SUBFLOOR ELEVATION MARK EL. 10'-10 1/2' 25.00' (NEW) SPOT ELEVATION 23.72' (EXIST.) ROOM -NAME 1-01-1 ROOM NAME / NUMBER ODOOR MARK OWINDOW MARK 0- FLOOR MATERIAL z ADJACENCY 0 U ALIGN ALIGNMENT OF ITEM REVISION MARK INTERIOR ELEVATION MARKS ABBREVIATIONS ABV ABOVE AFF ABOVE FINISH FLOOR AC TILE ACOUSTICAL TILE ACP ACOUSTICAL CEILING PANEL ACT ACTUAL AL ALUMINUM ARCH ARCHITECTURAL A TILE ASPHALT TILE AVG AVERAGE B F F BOTTOM FINISH FLOOR BLKG BLOCKING BR BRICK BOS BOTTOM OF STRUCTURE CPT CARPET CLG CEILING CEM CEMENT CENTER LINE C TO C CENTER TO CENTER CT CERAMIC TILE CLO CLOSET CW COLD WATER COL COLUMN CONIC CONCRETE CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE COR CORRIDOR CFM CUBIC FEET PER MINUTE DTL DETAIL DIA DIAMETER DIM DIMENSION DO DITTO DR DOOR DN DOWN D.S. DOWNSPOUT DWG DRAWING DF DRINKING FOUNTAIN EA EACH ELEC ELECTRICAL ELEV, EL ELEVATION EQ EQUAL (E) EXIST EXISTING EXT EXTERIOR GENERAL NOTES PROJECT DATA 1. IN GENERAL, PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR PROPERTY INFORMATION JNT JOINT FACE OF CONCRETE. UNLESS OTHERWISE NOTED. DO NOT SCALE THESE DRAWINGS, USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PROPERTY ADDRESS 907 30TH STREET LVL LEVEL DATUM, AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT ANACORETES, WA 98221 L LONG, LINE IMMEDIATELY OF ANY DISCREPENCIES. BUILDING CODE 2015 IBC/ 2012 IFC LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CO0 ENERGY CODE 2018 WASHINGTON STATE NREC LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANC S. LT LIGHT 3. ALL WORK SHALL COMPLY WITH THE 2015 IB IFC. IPC. IMC AS AM NDED BY WASH. FIRE SPRINKLERS YES STATE. PROJECT SHALL ALSO COMPLY WITH HE 2018 NREC AND TH VIACQ CODES. MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICT NAL CODE AMENDME TS BY THE LOCAL FIRE ALARM YES MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OB INING NECESSA PERMITS & ZONING MFR MANUFACTURE INSPECTIONS TO COMPLETE THE WORK. CONTRAC A URRENT VALID CITY OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT. WHEN REQUIRED BY LAW. ZONING: C- COMMERCIAL MATL MATERIAL MAX MAXIMUM 4. ERRORS, OMISSIONS. AND DISCREPANCIES. IF ANY, SHALL BE REFERRED SITE SF/ ACRES:.35 ACRES MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. ..µµ PARCEL MTL METAL 5. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY PARCEL: P60611 AND P60612 MIN MINIMUM OTHERS PROVIDE ALL BLOCK -OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR MUL MULLION DUCTS, PIPES, CONDUITS, EQUIPMENT. FIXTURES, AND CABINETS. VERIFY SIZE AND TW N . / R N G. / SEC. LOCATION. TWN35 RNG02 SEC30 NAT NATURAL 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN. EXCEPT BUILDING SETBACKS NOM NOMINAL UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. NA NOT APPLICABLE 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: FRONT STREET (NORTH): 0'-0' REQUIRED (OK) NIC NOT IN THIS CONTRACT SEWER, SEPTIC, WATER, GAS, POWER, AND TELEPHONE. CAP, MARK AND PROTECT. SIDE: INTERIOR (EAST): 0'-0' REQUIRED (OK) NTS NOT TO SCALE 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATION SIDE: INTERIOR (WEST): 0'-0' REQUIRED (OK) NO, # NUMBER MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH REAR: (SOUTH): 0'-0' REQUIRED (OK) MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. BUILDING HEIGHT OC ON CENTER 9. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF ALL GOVERNING OD OUTSIDE DIMENSION AUTHORITIES. AT RATED PARTITIONS. FLOORS, CEILINGS. AND ROOF 40'-0' MAX ALLOWED PER ZONING 0/ OVER LOCATIONS. ALL REQUIRED FIRE -RATED PARTITIONS SHALL BE (42'-0' MAX ALLOWED FROM AVERAGE EXISTING GRADE) OVHD OVERHEAD CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. PARKING CALCULATION 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES, INCLUDING PNT PAINT DESIGN -BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY -PARKING REQ'D MOTEL PTD PAINTED SIZE. WEIGHT, POWER, LOCATION AND OTHER REQUIREMENTS AND LOCATION 1 STALLS REQUIRED PER UNIT PL PLASTER. PLATE OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. 36 UNITS 36 STALLS PROVIDED P LAM PLASTIC LAMINATE 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED -(2) ACCESSIBE ADA STALLS PROVIDED 1 BEING VAN(OK) PLYWD PLYWOOD FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO EXCEPTIONS. BUILDING CODE DATA PT POST -TENSIONED CONCRETE 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING, MECH.. ELEC.. FIRE SPRINKLER, PRESSURE -TREATED WOOD OCCUPANCY IR-11 -RESIDENTIAL -HOTEL QT QUARRY TILE RL RAIN LEADER REF REFRIGERATOR. REFERENCE REINF REINFORCING BAR REV REVISION R RISER, RADIUS RM. RMS ROOM. ROOMS RO ROUGH OPENING SCHED SCHEDULE SEC SECTION PO FACE OF, FINISH OPENING SHT SHEET FRP FIBERGLASS REINF POLYESTER SV SHEET VINYL FIN FINISH Sc SOLID CORE FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS PANEL SF SQUARE FEET FD FIRE DAMPER S & V STAIN & VARNISH FE FIRE EXTINGUISHER SV SHEET VINYL FF FACTORY FINISH STRWY STAIRWAY FF FINISH FLOOR STL STEEL FRT FIRE RETARDANT TREATED STOR STORAGE FLASH FLASHING STRUCT STRUCTURAL FLR FLOOR SUSP SUSPENDED F.A. FLUID -APPLIED THRESH THRESHOLD FND FOUNDATION T.O. TOP OF FOIC FURNISHED BY OWNER, T TREAD, THICKNESS INSTALLED BY CONTRACTOR TEMPERED FOIO FURNISHED BY OWNER, TS TUBE STEEL INSTALLED BY OWNER TYP TYPICAL FCIC FURNISHED BY CONTRACTOR. UNPIN UNFINISHED INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE UR URINAL GA GAUGE GALV GALVANIZED VCT VINYL COMPOSITION TILE GAP GENERATOR ALARM PANEL VERT VERTICAL GL GLASS VIN VINYL GWB GYPSUM WALLBOARD VR VAPOR RETARDER VTO VENT TO OUTSIDE HC HANDICAP WC WATER CLOSET HDWE HARDWARE WP WATERPROOFING HP HEAT PUMP WS WHEEL STOP HT HEIGHT W WIDTH HM HOLLOW METAL WDO WINDOW HOR HORIZONTAL W/ WITH HB HOSE BIB WD WOOD HW HOT WATER WI WROUGHT IRON HWT HOT WATER TANK WRGB WATER RESISTANT HMD HOLLOW METAL DOOR GYPSUM BOARD HMF HOLLOW METAL FRAME ZINC. ZINCALUME ID INSIDE DIMENSION INSUL INSULATION INT INTERIOR VICINITY MAP FIRE ALARM SYSTEMS & SIGNAGE. 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED, PRIMED AND PAINTED. (B) - ACESSORY USES TO HOTEL- OFFICE- FRONT DESK, BREAKFAST ROOM 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. CONSTRUCTION TYPE V-A FULLY SPRINKLED. PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH R-1 ALLOWABLE (4I STORY 36.000 S.F AND 70'-0' TALL. FORM THE STRUCTURAL SUPPORT OF BALCONIES. DECKS, OR PORCHES ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. FIRST FLOOR 15. SLOPE ALL DECKS. PATIOS, AND WALKWAYS AWAY FROM BUILDING SECOND FLOOR MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. THIRD FLOOR FOURTH FLOOR 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED TO PREVENT CRACKING, SAW CUT ALL SLABS AS REQ'D. TOTAL SF 17. PROVIDE FIREBLOCKING, DRAFTSTOPS, AND FIRESTOPS IN ATTICS, FLOORS, AND WALL CAVITIES AS REQUIRED PER THE IBC. FIRE FLOW 18. ROOF DRAINS, AND OVERFLOW DRAINS SHALL COMPLY W/ THE IPC & IBC. AND WALL CAVITIES AS REQUIRED PER THE IBC. V-A 17,812 FIRE FLOW 2,750 REDUCE BY 75% FOR SPINKLERS - 1,500 REQURIED (OK) 3.358 S.F. COVERED PARKING/CANOPY 1,410 S.F. 4.818 S.F. 4.818 S.F. 4.818 S.F. 17,812 S.F. NO STORY EXCEEDS 36,000 S.F. W. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF DEFERRED SUBMITTALS CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS, -ELECTRICAL PERMIT/ DRAWINGS METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. -FIRE PROTECTIONS SYSTEM - FIRE SPRINKLERS -FIRE PROTECTIONS SYSTEM - FIRE ALARM & DETECTION SYSTEM 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL -SIGNAGE PERMITS CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S -LIGHTING PLAN AND NREC CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: (1) SET OF SHOP DRAWINGS, PRODUCT LITERATURE. EQUIPMENT WARRANTEE MANUALS. SPECIAL INSPECTIONS REQUIRED 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING, UNLESS NOTED OTHERWISE AS REQUIRED PER IBC CHAPTER 17 PROVIDE THE FOLLOWING FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS, FINISHES. AND FIXTURES. THE SPECIAL INSPECTIONS: CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE EARTHWORK AND COMPACTION INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE. MENU BOARDS ETC. STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING EPDXY AND DOWLED ANCHORS AND REBAR 23. WHERE EXISTING WORK IS DAMAGED, CUT, OR DEFACED DUE TO PERFORMANCE STEEL REINFORCEMENT OF NEW WORK. THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING CONCRETE SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL STRUCTURAL OBSERVATION BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE OR SIMILAR. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. SPECIAL USE SECTION 420 420.2 -SEPARATING WALLS -WALLS SEPARATING ENERGY CODE DWELLING UNITS IN THE SAME BUILDING SHALL BE BUILDING ENVELOPE CONSTRUCTED AS FIRE PARTITIONS PER IBC 708 420.3 - HORIZONTAL SEPARATION - WALLS SEPARATING 1. SLAB INSULATION, IF ANY SHALL CONFORM TO THE SPECIFICATIONS DWELLING UNITS IN THE SAME BUILDING SHALL BE AND, IF EXPOSED, SHALL BE PROTECTED AGAINST DAMAGE FROM ALL CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN SOURCES. ACCORDANCE WITH SECTION 711. (NOT REQUIRED 2. ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS BECAUSE THERE IS NOT HORIZONTAL SEPARATION PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED BETWEEN DWELLING UNITS.) ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. 3. DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 420.5 - AUTOMATIC SPRINKLER SYSTEM. GROUP R PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH THOSE SHOWN ON THE PLAN. AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE 4. AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS WITH SECTION 903.2.8 (OK) PROVIDING FIRE SPRINKLER AND GAPS IN FRAMING. SEALANTS SHALL BE OF THE NON -HARDENING SYSTEM 5. WALL, CEILING AND SLAB INSULATION SHALL BE AS CALLED RATED ASSEMBLIES OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE TABLE 601 RATING REQ'D FOR BUILDING ELEMENTS BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED WALLS. IT SHALL BE CONTINUOUS AND SEALED. BUILDING ELEMENT TYPE V-A 6. FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED PLANS PRIMARY STRUCTURAL FRAME 1-HOUR BEARING WALLS EXTERIOR INTERIOR 1-HOUR NON -BEARING WALLS AND PARTITIONS 0-HOUR FLOOR ASSEMBLY 1-HOUR ROOF CONSTRUCTION 1-HOUR ALL BEARING WALLS 1-HOUR RATED SEE FILE # GA 3661 -ALL STAIR/ ELEVATOR/ SHAFT WALLS 2-HOUR RATED SEE FILE # GA WP 4230 -1/2 HOUR FIRE PARTITION BETWEEN UNITS SEE GA FILE # GA 3380 -ALL FLOOR ASSEMBLIES 1-HOUR RATED SEE FILE # PC 5012 -ALL ROOF ASSEBLIES 1-HOUR RATED SEE FILE # RC 2603 708 FIRE PARTITIONS 708.1 GENERAL - R-1 SHALL COMPLY WITH THIS SECTION. 708.3 FIRE RESISTANCE RATING - FIRE PARTITIONS SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR: EXCEPTION 2: DWELLING UNIT AND SLEEPING UNIT IN BUILDINGS OF TYPE V-B CONSTRUCTION SHALL HAVE FIRE RESISTANCE RATING OF NOT LESS THAN 1/2 HOUR IN BUILDINGS EQUIPPED THROUGHOUT WITH AND AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 708.4 CONTINUITY - FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE -RESISTANCE - RATED FLOOR/ CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED HERETO. (1/2) HOUR RATED WALLS BETWEEN DWELLING UNITS EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE FLOOR AND ROOF SHEATHING ABOVE (OK) SECTION 713.4 FIRE RESISTANCE RATING. SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE. AND NOT LESS THAN 1 HOUR WHERE CONNECTION LESS THAN FOUR STORIES. SECTION 711 HORIZONTAL ASSEMBLIES: SECTION 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS. HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE -RESISTANCE RATED CONSTRUCTION RATED WALLS - IDENTIFICATION IBC 703.7 MARKING AND IDENTIFICATION FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES; 2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8' STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. 'FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS' OR OTHER WORDING. DRAWING INDEX A-0.0 COVER SHEET/ CODE ANALYSIS A-0.1 OCC. LOAD/ GA ASSEMBLIES CIVIL SHEET 1 OF 17 COVERSHEET SHEET 2 OF 17 EROSION CONTROL PLAN 1 OF 2 SHEET 3 OF 17 EROSION CONTROL PLAN 2 OF 2 SHEET 4 OF 17 ONSITE PLAN SHEET 5 OF 17 OFFSITE SITE PLAN 1 OF 2 SHEET 6 OF 17 OFFSITE SITE PLAN 2 OF 2 SHEET 7 OF 17 30TH ST PLAN & PROFILE 1 SHEET 8 OF 17 30TH ST PLAN & PROFILE 1 SHEET 9 OF 17 'Q' AVE PLAN & PROFILE SHEET 10 OF 17 DIMS, PARKING .SIGNAGE SHEET 11 OF 17 BUILDING SETBACK AND CROSS -SECTIONS SHEET 12 OF 17 DETAILS SHEET 13 OF 17 DETAILS SHEET 14 OF 17 DETAILS SHEET 15 OF 17 SPECIFICATIONS SHEET 16 OF 17 SPECIFICATIONS SHEET 17 OF 17 SPECIFICATIONS ARCHITECTURAL A-1.0 SITE PLAN A-2.0 FIRST FLOOR PLAN A-2.1 SECOND FLOOR PLAN A-2.2 THIRD FLOOR PLAN A-2.3 FOURTH FLOOR PLAN A-2.4 ROOF PLAN A-2.5 SCHEDULES A-2.6 SCHEDULES A-2.7 FIRST FLOOR REFLECTED CLG PLAN A-2.8 SECOND FLOOR REFLECTED CLG PLAN A-2.9 THIRD FLOOR REFLECTED CLG PLAN A-2.10 FOURTH FLOOR REFLECTED CLG PLAN A-3.0 ELEVATIONS A-4.0 SECTIONS A-4.1 SECTIONS A-4.2 SECTIONS A-4.3 SECTIONS A-4.4 SECTIONS A-4.5 SECTIONS A-5.0 TYP. WALL SECTIONS A-5.1 TYP. WALL SECTIONS A-5.2 TYP. WALL SECTIONS A-6.0 STAIR DETAILS A-6.1 WALL TYPES A-6.2 DOOR/ WDO DETAILS A-6.3 SIDING DETAILS A-6.4 ROOF DETAILS STRUCTURAL S-1 of 10 FOUNDATION PLAN S-2 of 10 DETAILS S-3 of 10 SECOND FLOOR FRAMING S-4 of 10 THIRD FLOOR FRAMING S-5 of 10 FOURTH FLOOR FRAMING S-6 of 10 ROOF FRAMING S-7 of 10 MAIN FLOOR SHEAR WALLS S-8 of 10 SECOND - FOURTH FLOOR SHEAR WALLS 9-9 of 10 ELEVATION HOLD DOWNS S-10 of 10 NOTES SPECS MECHANICAL M-0.0 LEGEND & NOTES M-0.1 HVAC SCHEDULES M-2.1 FIRST FLOOR HVAC PLAN M-2.2 SECOND FLOOR HVAC PLAN M-2.3 THIRD FLOOR HVAC PLAN M-2.4 FOURTH FLOOR HVAC PLAN M-2.5 HVAC ROOF PLAN M-3.0 HVAC DETAILS P-0.0 LEGEND & NOTES P-0.1 PLUMBING SCHEDULES P-2.0 FOUNDATION PLUMBING PLAN P-2.1 FIRST PLUMBING PLAN P-2.2 SECOND PLUMBING PLAN P-2.3 THIRD PLUMBING PLAN P-2.4 FOURTH PLUMBING PLAN P-3.1 FIRST FLOOR DOMESTIC WATER PLAN P-3.2 SECOND FLOOR DOMESTIC WATER PLAN P-3.3 THIRD FLOOR DOMESTIC WATER PLAN P-3.4 FOURTH FLOOR DOMESTIC WATER PLAN P-4.0 PLUMBING WASTE & VENT RISERS P-4.1 PLUMBING DETAILS LANDSCAPE L-1 PLANTING PLAN VELOPE REQUIREMENTS PER 2012 IF -CC. WSEC AMENDMENTS THE FOLLOWING ARE REFERENCES DIRECTLY FROM CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. C402.4.1.2.3 BUILDING TEST. THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL. C402.4.2 AIR BARRIER PENETRATIONS. PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR LEAKAGE SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE VAPOR -PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. C402.4.3 AIR LEAKAGE OF FENESTRATION. THE AIR LEAKAGE OF FENESTRATION ASSEMBLIES SHALL MEET THE PROVISIONS OF TABLE C402.4.3. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE REFERENCE TEST STANDARD IN TABLE C402.4.3 BY AN ACCREDITED, INDEPENDENT TESTING LABORATORY AND LABELED BY THE MANUFACTURER. C402.4.5.2 OUTDOOR AIR INTAKES AND EXHAUSTS. OUTDOOR AIR SUPPLY, EXHAUST OPENINGS AND RELIEF OUTLETS SHALL BE PROVIDED WITH CLASS IA MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN THE SYSTEM IS OFF. RETURN AIR DAMPERS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS. DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM/FT2 AT 1.0 INCH WATER GAUGE (W.G.) (249 PA) WHEN TESTED IN ACCORDANCE WITH AMCA 500D. BLDG OFFICAIL TO CHOOSE 12 UNITS TO DO BLOWER DORR TEST CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0` 424-0394 Fax: 424-5726 6429 EG STERED '--, A HITECT STATE ORIWASHINGTON 6-14-19 SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 rABER CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE COVERSHEET PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A - n�j I n�j 0 COPYRIGHT 2019 CARLETTI ARCHITECTS, P.S. PLUMBING CALCULATIONS EACH HOTEL UNIT HAS 1 RESTROOM, 1 LAV., 1 SHOWER. 3 UNITS ARE ADA ACCESSIBLE. TWO RESTROOMS PROIVED ON FIRST FLOOR FOR GUEST AND STAFF. 7'-6' eS;O 60 6' CLEAR FLOC SPACE o INK IN d P-LAM " o OUNTER 1'-6''� 2'-6' LINE OF 36' MIN. 30' X 48' CLEAR 5'-0' FLOOR SPACE &RLN.-PLAN _z - N ELEVATION ELEVATION GWB, PAINT 24 X 48 MIRROR SOAP DISP. 19 �-6.0 60' P-LAM o COVED SV BASE ^SEEN GWB. PAINT X 48 MIRROR PER TOWEL WENSER ' P-LAM AT COVER DISP. 12' GRAB BAR BASE ELEVATION GENERIC NOTES FOR W.C. COMPARTMENTS PER ANSI A117.1 CHAPTER 6 1. MIN. SIZE OF STALL 60' WIDE PERP. TO SIDEWALL 56' DEEP FOR WALL HUNG W.C. & 59' DEEP FOR FLR. MTD. 2. PROVIDE TOE CLEARANCES 0 FRONT PORTION AND MIN. (1) SIDE 9' A.F.F. HIGH EXTENDING MIN. 6' BEYOND PARTITION. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX. 25' UNDER AN ELEMENT. TOE CLEARANCE SHALL EXTEND 17' MIN. BENEATH ELEMENT WHEN T.C. IS REQ'D. AS PART OF A CLEAR FLOOR SPACE. TOE CLEARANCE SHALL BE A MIN. OF 30' WIDE. 3. IN MULTIPLE STALL RESTROOMS OF (6) SIX OR MORE PROVIDE MIN. (1) AMBULATORY STALL W/ MIN. MIN. 36' WIDE BY 60' DEEP COMPARTMENT. INSTALL SIDE -WALL GRAB BARS EA. SIDE OF COMPARTMENT. 4. STALL DOOR TO BE HINGED MAX. 4' FROM THE ADJACENT WALL OR PARTITION FARTHEST FROM THE W.C. 5. STALL DOOR SHALL BE SELF -CLOSING. DOOR PULL SHALL BE PLACED ON EA. SIDE OF STALL DOOR. MNT. PULL MIN. 34' MAX. 48' A.F.F. PULL SHALL NOT REQUIRE TIGHT GRASPING. PINCHING. OR TWISTING OF THE WRIST TO OPERATE. 6. PROVIDE MIN. 42' CLEAR IN FRONT OF STALL DOOR. 7. PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX. 48' A.F.F. GENERIC NOTES FOR ONE W.C. TOILET RM. PER ANSI A117.1 CHAPTER 6 1. UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. 2. OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. 3. DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM. AND MAY BE USED IN CONJUNCTION WITH OTHERS AS SHOWN. 4. EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. 5. GRAB BARS SHALL BE 1 1/4' TO 1 1/2' OUTSIDE DIA. AND SHALL BE ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. 6. PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO ACTUAL PLANS. INTERIOR ELEVATIONS. SPECIFICATIONS. ECT. FOR SPECIFIC FIXTURES AND ACCESSORIES FOR THIS PROJECT. 7. ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL COMPLY W/ CHAPTER 11 OF THE IBC. ANSI A117.ADA. AND WAC 51-50. 8. ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS: T.P. DISP. 7-9' MAX. IN FRONT OF W.C. AND BTWN. 15' & 48' A.F.F. ALLOW MIN. 1-1/2' BETWEEN G.B. AND DISP. MNT. SOAP DISPENSER MAX. 40' A.F.F. BTM. EDGE OF MIRROR MAX. 40' A.F.F. 9. PROVIDE ADA SIGNAGE PER IBC 2006 AND ANSI A117. 10. SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. 11. PROVIDE OPEN ENDED TOILET SEATS PER IPC 409.2.3. 12. T.O. W.C. SEAT MIN.17' /MAX.19' A.F.F. SEAT SHALL NOT RETURN AUTOMATICALLY. 13. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. 14. MAX. DEPTH OF LAV. BOWL TO BE 6-1/2' DEEP. HAND OPERATED FAUCETS, SELF -CLOSING SHALL REMAIN ON FOR MIN. 10 SECONDS. 15. FRONT OF LAV. TO BE MAX. 34' A.F.F. MEASURED TO RIM OF SINK. 18' VERT. GRAB BAR GWB. PAINT 1 1/2' GRAB BAR 60' P-LAM TISSUE PAPER DISPENSER COVED SV BASE GREEN GWB, PAINT 60' P-LAM COVED SV BASE GENERIC NOTES FOR SHOWER STALLS PER ANSI A117.1 CHAPTER 6 1. MIN. SIZE OF STALL 36' X 36' W/ 36' WIDE BY 48' DEEP CLEAR FLOOR IN FRONT OF STALL. 2. PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THE BACK WALLTO A POINT 18, FROM THE CONTROL WALL. 3. PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN. 250# LIVE LOAD. MNT. SEAT MIN. 17' MAX. 19' A.F.F. 4. MNT. CONTROLS ON THE SIDE WALL OPP THE SEAT 38' MIN. AND 48' MAX. THE SHOWER FLOOR. 5. MAX. THRESHOLD FOR SHOWER LIP TO BE Y'. RECESS STALL INTO CONC. SLAB PER MANF'S. 6. PROVIDE SHOWER SPRAY UNIT W/ HOSE MIN. 59' LONG. CONTROLS FOR HEAD TO Be WITHIN 15, LEFT OR RIGHT OF THE CENTERLINE OF THE SEAT. 7. GRAB BARS TO BE 1-V DIA. W/ MIN. WV CLEAR BETWEEN G.B. AND WALL. 8. INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. One -Hour Assembly Assembly F CAN/ULC-S101 and ASTM E119; [CC ES report ESR-2994. PFS Corporation listing directory. See reports for additional construction information. ROOF - �GA FILE NO 1. 48/24 tahgue-and-groove, span -rated sheathing (Exposure 1) 2. 5/e" thick Type C gypsum board 3. Red -I" joist (with flange size minimum of 11/2" thick x 31/2" wide). Maximum spacing of 24" on -center for floor/ceiling assemblies. When used in roof/ceiling assembly, spacing is permitted to exceed 24" on -center. 4. Resilient channel at 16" on -center 5. Minimum 11/2" thick (2.3 pcf minimum) mineral wool Batts R C 2603 GA FILE NO. WP 4230 I I GENERIC GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION Base layer 5/s" type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 24" o.c. with 21/4" Type S or W drywall screws 24" o.c. Face layer 5/8" type X gypsum wallboard applied at right angles to each side with 21/4" Type S drywall screws 8" o.c. 5112" mineral fiber insulation, nominal 3 pcf, friction fit in stud space. Joints staggered 24" each layer and side. Tested at 5,506 Ibs per stud or 100 percent of design load. (LOAD -BEARING) SCALE: N.T.S. 2 HOUR FIRE Thickness: 8" Approx. Weight: 13 psf Fire Test: ITS J20-06170.3, 12-00 WALL. _ GA FILE NO. WP 4230 GA FILE NO. WP 36" I GENERIC I GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION One layer 5/s" type X gypsum wallboard applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 21/4" Type S or W drywall screws 12" o.c. 3112" mineral fiber insulation, nominal 2.5 pcf, friction fit in stud space. Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 2,578 Ibs per stud or 100 percent of design load. (LOAD -BEARING) 4� WALL - GA FILE NO. WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3380 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD -BEARING) WALL - GA FILE NO. GA FILE NO. WP 3661 GENERIC I GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION One layer 5/a" type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 16" o.c. with 21/4" Type S or W drywall screws 12" o.c. 51/2" mineral fiber insulation, nominal 2.5 pcf, friction fit in stud space. Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 5,156 Ibs per stud or 100 percent of design load. (LOAD -BEARING) 2 \ GA FILE NO. GA FILE NO. CM 1450 I GENERIC GYPSUM WALLBOARD, STEEL COLUMN COVER Base layer 1/2" type X gypsum wallboard applied around TS4x4x0.188 tube steel column and held in place with paper masking tape. Second layer 1/2" type X gypsum wallboard applied around column and held in place with paper masking tape. Face layer either 24 ga galvanized steel column cover consisting of two L-shaped sections with snap -lock sheet steel joints or 22 ga galvanized steel column covers consisting of two L-shaped sections with lap joints fastened with No. 8x1/2" sheet metal screws 12" o.c. Horizontal joints staggered 24" between layers. SCALE: N.T.S. 1 HOUR FIRE k�. i �' %, X i Thickness: 43/4" Approx. Weight: 7.5 psf Fire Test: ITS J20-06170.1, 4-00 WP 3644 SCALE: N.T.S. 1 HOUR 40 to 44 STC FIRE SOUND Thickness: 6 3/4" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66: UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated WP 3380 SCALE: N.T.S. 1 HOUR FIRE IM11 Ii 1w, 91 Thickness: 63/4" Approx. Weight: 8.5 psf Fire Test: ITS J99-22441.1, 10-99 WP 3661 SCALE: N.T.S. COLUMNS, NONCOMBUSTIBLE 1 HOUR FIRE C. Fire Test: UL NC505-(1-6), 71 NK2639, 12-23-75; UL NC505, 77NK1518; UL Design X526 OCCUPANT LOAD/ EXIT REQUIREMENTS ROOM NAME AREA OCC. FACTOR OCC. LOAD EXITS REQ'D FIRST FLOOR VESTIBULE 132.3 200 66 (5) EXITS PROVIDED (OK) LOBBY/ SEATING 515.3 300 1 (1) EXIT PROVIDED (OK) FRONT DESK 199.5 - - (1) EXIT PROVIDED (OK) OFFICE 139.3 - - 5 EXITS PROVIDED OK RESTROOM 30.4 15 29 5 EXITS PROVIDED OK ELEVATOR 73.8 - - (5) EXITS PROVIDED (OK) STAIR 167 - - (1) EXIT PROVIDED (OK) HALLWAY 355.6 300 1 (1) EXIT PROVIDED (OK) LINEN CHUTE 10.6 - - (4) EXIT PROVIDED (OK) LAUNDRY 264.31 300 1 (2) EXIT PROVIDED (OK) BREAKFAST 575.21 300 1 (2) EXIT PROVIDED (OK) PREP 135.2 300 1 (2) EXIT PROVIDED (OK) FITNESS 296 300 1 (2) EXIT PROVIDED (OK) HOT TUB 181.9 300 1 (2) EXIT PROVIDED (OK) MECHNICAL 140 300 1 (2) EXIT PROVIDED (OK) ELECTRICAL ROOM 108.5 300 1 (2) EXIT PROVIDED (OK) STAIR 157.21 300 1 (2) EXIT PROVIDED (OK) RESTROOM 60.9 300 1 (2) EXIT PROVIDED (OK) SUB TOTAL 3,543 98 (4) EXITSPROVIDEDDRETAILNG SECOND FLOOR UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 203 256.7 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 206 413.9 200 3 (1) EXIT PROVIDED (OK) UNIT 207 517.8 200 5 1) EXIT PROVIDED OK) UNIT 208 263 200 5 1 EXIT PROVIDED OK UNIT 209 249.9 - - - UNIT 210 329.8 - - - UNIT 211 251.1 - - - UNIT 212 329.4 - - - STAIRS 251.1 300 1 -50 ONE EXIT REQ'D HALLWAY 549.5 - - -,50 ONE EXIT REQ'D GUEST LAUNDRY 43.2 300 1 >50 TWO EXITS REQ'D HOUSEKEEPING 84.7 300 1 -,50 ONE EXIT REQ'D ELEVATOR EQUIP. ROOM 59.2 15 24 -,50 ONE EXIT REQ'D STAIRS 157.5 - - - ELEVATOR 73.8 - - - LAUNDRY CHUTE/ MECH. SHAFTS 30.2 - - - S U B TOTAL 4,969.7 72 ;P-50 TWO EXITS RE'D (3) EXITS PROVIDEDQ(OK) THIRD FLOOR UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 203 256.7 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 206 413.9 200 3 (1) EXIT PROVIDED (OK) UNIT 207 517.8 200 5 1) EXIT PROVIDED (OK) UNIT 208 263 200 5 1 EXIT PROVIDED OK UNIT 209 249.9 - - - UNIT 210 329.8 - - - UNIT 211 251.1 - - - UNIT 212 329.4 - - - STAIRS 251.1 300 1 -,50 ONE EXIT REQ'D HALLWAY 530.6 - - -,50 ONE EXIT REQ'D STAFF BREAKROOM 135.5 300 1 T50 TWO EXITS REQ'D HOUSEKEEPING 72.5 300 1 -,50 ONE EXIT REQ'D STAIRS 157.5 - - - ELEVATOR 73.8 - - - LAUNDRY CHUTE/ MECH. SHAFTS 30.2 - - - S U B TOTAL 4,969.7 - 76 ;-50 TWO EXITS (I EXITS PROVIDED Q(OK) FOURTH FLOOR UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 203 256.7 200 2 (1) EXIT PROVIDED EA UNIT (OK) UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 206 413.9 200 3 (1) EXIT PROVIDED (OK) UNIT 207 517.8 200 5 1) EXIT PROVIDED (OK) UNIT 208 263 200 5 1 EXIT PROVIDED OK UNIT 209 249.9 - - - UNIT 210 329.8 - - - UNIT 211 251.1 - - - UNIT 212 329.4 - - - STAIRS 251.1 300 1 -50 ONE EXIT REQ'D HALLWAY 499.8 - - -,50 ONE EXIT REQ'D BUSINESS CENTER 238.8 300 1 -50 TWO EXITS REQ'D STAIRS 157.5 - - - ELEVATOR 73.8 - - - LAUNDRY CHUTE/ MECH. SHAFTS 30.2 - 11- - S U B TOTAL 4,969.7 74 (3) EXITS PROVIDED>50 TO EXITSQ(OK) 3,543 B L D G TOTAL Fro RS 2-4 F-A 14.909.1 4 STORIES- 18,452.1 CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 4360` 424-0394 Fax: 360 424-5726 6429 EG STERED HITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 SABER CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: COVERSHEET PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COLUMN - GA FILE NO. CM 1450 SCALE: N.T.S. COMPUTER FILE NAME 0 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. ------------------- ------ 2 + 0 0 S 89°59' 13" E 380.00' (380' PLAT) - } - - 3 + 0 0 - w w w w w w w w w w 30TH ST_T-�'EET L A I 40.00' I g c c w w n 34.00' -- --- --- --- --- - L� _ _ azv - - - --- --- a d ° < 4 d 4 d d 4 d° a Q° d. ° d d ° ° 4 2$,00' a ° �] ° Q d a ° a d a° a a s a d ° 39 - - - - _ °s 1 1 W se�o - - - L x T O z A+ll 8.00' w N 17.00' Lu O w ` -1 z o T s.00' u 1� 19.50' 18.00' ST- 59.50' a 8.50' 8.50' 8.50' 8.50' 8.50' 8.50' 8.50' 4.00' T- 1181 9.00' , -1 4.00' Oo TANK TO�ET -0 - � OL I 5'x12' CONCRETE PAD WITH ° d1 FN� 24.00' BIKE RACK TO ACCOMMODATE BICYCLES a ° F. F. = 69.60 I d l II ffi a o w I I J I � - w U M o w 0 z C C C r L - - U (n Q Z �L 8.50' 8.50' 8.50' 8.50' 8.50' 8.50' 8.50' 8.00' 8.00' 8.00' 0 `n LLI cnF I� LL n w 20.00' 84.0 ' vo p 41L o 0 0 0 0 o a o LL LL LI 0 84. 0' +I 8.00' 20.00' 4 16.00' I o -'To U. 0' 8.50 8.50 8.50 8.00 8.50 8.50 8.50 8.50 8.50 8.00 9.50 �-- .0 8.00' 8.00' 8.00' F_ � I� ° D D° °b C C C C C C P 10.00° 8.00 ° D P 23.00' I 0. REVISION DATE I BY 1APPROVED SHEET DESCRIPTION: Ravnik & Associates- Inc - d 4 / d d a a <'x a x 0 a 0 ° d. 0 x In ol I I i 4 I R OOOH-II d I I Lu I I ° N 10 d I 1 LL Q Z I I Lu � Q ° I I I i I I FI d I I 4 � I a Q I I i I � �I ° I I _ d a I I 0 8.00' 8.00' 25.58' C C ° d d o � a 1.50' Q 1.00, 4 a 15.00' Q o a Q ° a °d EX. ECOLOGY BLOCK WALL 3 I I a x � 3 I I 4+00 SCALE: 1" = 10' 3 x 0+00 SOUTH = 0 5 10 20 3+80 EAST W W W SIGN LEGEND 0 "HANDICAPPED PARKING ONLY" R7-8b. 12"x18" "VAN ACCESSIBLE" R7-8P5, 12"x6" a x 0 STRIPING LEGEND ST- TYPICAL 4" WIDE YELLOW PAINT LINES AND BORDER (2 COATS) PER WSDOT STD PLAN M-17.10-02 FOR A VAN a ACCESSIBLE STALL. I TYPICAL ACCESS PARKING SPACE SYMBOL (WSDOT STANDARD SIZE) CONSISTING OF A WHITE WHEEL CHAIR SYMBOL UPON A BLUE BACKGROUND HAVING A WHITE BORDER PER WSDOT STD PLAN M-24.60-02. TYPICAL 4" WIDE WHITE PAINT STALL STRIPE o (2 COATS) PARKING REQUIREMENTS: �I a 1 STALL/GUEST ROOM O 'O 0 ONE THIRD OF PARKING STALLS MAY BE COMPACT O ONE BICYCLE RACK PER 5 PARKING STALLS SHALL BE O PROVIDED. RACK TO ACCOMMODATE 7 BICYCLES. _ O N E3 36 MOTEL ROOMS REQUIRES 36 ONSITE PARKING STALLS w 0 ONSITE PARKING PROVIDED = 36 STALLS � M O zl STANDARD STALL: MUST BE AT LEAST 8.5 FEET WIDE AND ° a AT LEAST 18' DEEP. I 0 COMPACT STALL: MUST BE AT LEAST 8.0 FEET WIDE AND - AT LEAST 16' DEEP. C = COMPACT PARKING STALL (STENCILED WHITE T 1 +00 COMPACT LETTERS 12 HIGH) CAR CHARGING STATIONS: SHALL BE PROVIDED FOR A MINIMUM 20% OF THE PROVIDED ONSITE PARKING. THEREFORE, 8 CAR -CHARGING STATIONS SHALL BE PROVIDED AT THE LOCATIONS DENOTED AS � TO SERVE TWO STALLS EACH. a I � I I I a 0 I I I � LAN STATUS: I SCALE: 1"=10' SHEET TITLE: DRAWN BY: D. REMSEN 3002 CHECKED BY: J. RAVNIK DATE: 06.13.19 ENGINEER I DATE THIS PLAN SHEET IS ACCEPTED FOR CONSTRUCTION IN ACCORDANCE WITH THE CITY OF ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN WITH APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLYING WITH, AND PROVIDING MITIGATION FOR ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS, PERMITS, AND MANDATES, INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, STATE DEPARTMENT OF FISHERIES AND HYDRAULICS PERMIT, FEDERAL FLOOD PLAIN PERMITS, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT IS THE RESPONSIBILITY OF THE DEVELOPER, LAND OWNER, AND THEIR ENGINEER. THE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REQUIREMENTS. ------------------------------- CITY ENGINEER DATE CONSTRUCTION FOR THE ACCEPTED PROJECT IS TO START WITHIN 1 YEAR OF THE DATE. SALISH INN "Q" AVENUE (907 30TH STREET) FOR EK TERA ASARA, LLC SECTION 30 T. 35 N., R. 2 E., W.M. DRAWING NO. 18025.SITE.dwg JOB NO. 18025 SHEET NO. 10 OF 17 FLOOR PLAN NOTE& 1, VIDE BARRIER FREE SIG E AT ALL ADA RESTROOMS CONFIRM ALL ROUGH OPENINGS DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING. 3. CONFIRM ALL FINISHES W/ OWNER AN CONTRAC TO ORDERING. 4_ CONTRACTOR TO COORDINATE BUILDING AL RM/SECURITY SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALLATION. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/ OWNER PRIOR TO CONSTRUCTION: 6. SOUND INSULATE ALL WALLS TYP_ THROUGH -OUT. 7. SEE WALL TYPE DETAILS 1-20/A-7.1 AND 22-37/A-7.1A & HEAT FOR THE CORE SPACE WILL BE GAS PACK UNITS ON THE ROOF W/ DIFFUSERS AS REQUIRED. COORDINATE LOCATIONS OF DIFFUSERS AS REQUIRED WITH LIGHTING, REFER TO MECHANICAL DRAWINGS TYP. THE MOTEL UNITS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. PER MECHANICAL DRAWINGS TYP, 9. ALL RESTROOMS TO HAVE GREEN GWB TYPICAL ALL WALLS AND CEILING. 10. VENT HOT WATER TANK OUTSIDE AS REQUIRED. PROVIDE RELIEF VALVE PAN, AND SEISMIC STRAPPING AS REQUIRED. 11, ALL WINDOWS ARE TO RECEIVE SOLID SURFACE SILL 12. DUCTS MAY NOT PENETRATE FIRE BARRIER BETWEEN UNITS WITHOUT DAMPERS PER IBC 717.5.2. (NOTED AT INTERCONNECTED BATH FANS) 1� 1. 3'-0' D a i n - CD - p 2.0' 8' CMU COLUMN WRAP " 6X6 HSS -4. " (Dc) 0 c 8' CMU COLUMN WRAP 0 cV 1 N 21'-10' E -4. 7 0 d- DS I PARKING 119 EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER TABLE 1014.3 (OK) 2. OVERALL EXIT TRAVEL DISTANCE < 200'-0' FOR t10151. 00Ca ITH SPRINKLERS PER TABLE 1016.2 (OK) 3. (7) EXITS PROVIDED AND (3) ARE REQUIRED PER CIE WE HAVE BETWEEN 501 AND 1000 OCCUPANT LOAD. (OK) 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT THE EXITS DOORS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE OCCUPANT AREA SERVED PER 1015.2-1 EXCEPTION 2, (OK) EGRESS WIDTH PER OCCUPANT SERVED 638 OCCUPANTS (PER COVER SHEET) (.20) INCHES PER OCCUPANT (PER TABLE xxx WITH (I-2) OCCUPANCIES WITH SPRINKLER SYSTEM ) 638 X (.20) 128 INCHES. WE PROVIDED (7) EXIT DOORS (46+46+46+46+46+46+46) 322 INCHES WHICH IS > 128 INCHES (OK) INSTALL EXIT LIGHTS & FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL m " I I IIBREAKFAST 108 M 20'-11r 5 FLOOR PLAN LEGEND EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY � SEE WALL TYPES DETAILS ON SHEET A-6,1 BACKUP BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH o DS 6' m FLOOR DRAIN. SLOPE FLOOR TO DRAIN EXIT BATTERY BACKUP HARDWARE O FD FREEZE PROOF HOSE BIB. PER MECHANICAL EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE + H � STRUCTRUAL POST OR BUNDLED STUDS. OR HSS ❑FE 2A 1OBC SEMI -RECESSED FIRE EXTINGUISHER SEE El [3 SIZE PER STRUCTURAL FLOOR PLAN SHEETS FOR LOCATIONS Ox DOOR NUMBER SEE SHEET A-2,5 FOR SCHEDULE OR CLASS I STANDPIPE IN STAIR LANDINGS AND ROOF AS REQ'D BY FIRE MARSHALL OWINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND 905 OF THE IBC X X X ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE Lei 4' CMU VENEER W/ REINFORCEMENT (1) HOUR STRUCTURAL/ BEARING WALL - 2 X 6 WD FRAMED WALLS 0 16' O,C: W/ EXTERIOR SIDING PER ELEVATIONS, - 0/ TYVEK COMMERCICAL WRAP 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 BATT INSULATION W/ INTERIOR V.B. W/ (1) LAYER 5/8' TYPE 'X' GWB LEVEL 4 FINISH, PNT. 0 INTERIOR WALLS TO BE 2 X _ WD FRAMING 0 16' O.C. W/ 5/8' TYPE 'X' GWB BOTH SIDES, TAPED. MUDDED. AND SANDED, LEVEL 4 FINISH, PNT. BOTH SIDES W/ SOUND BATT INSULATION 0 COMMON SPACES ONLY. INTERIOR OFUNITS NO INSULATION FRAME ALL WALLS TO BOTTOM OF (1) HOUR CLG ASSEMBLY CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG, SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS 0 2-HOUR WALL AT STAIR AND ELEVATOR ENCLOSURES. (2) LAYERS I' 'X' GWB EA. SIDE OF 2X6 WOOD STUDS 0 16' O.C, SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS (1/21 HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE 0 W/ 2X4 STUDS 0 8' O.C. STAGGERED EA. SIDE W/ R-21 BATT INSULATION W/ ON 1/2' RC CHANNEL 5/8' TYPE 'X' GWB BOTH SIDES. LEVEL 4 FINISH, PNT. BOTH SIDES TYP. FRAME ALL WALLS TO BOTTOM OF (1) HOUR CEILING ASSEMBLY U.N.O. CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB, FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS l3 i - 7 95'-0' -4.1 8 9 10 11 73'- 21 PROVIDE POWER FOR DS AUTO/OPEN PUSH BUTTONS 18 _ AT VESTIBULE DOORS 13'-4' -6• BOTH SETS ADJUST 38'-10r :6TQR_ERRG_NIT AS R9QUIRE-9 E CONC. O SIDEWALK SLOPE AWAY I VESTIBULE -6r 11'-8' 9'-21' 100 x - - - - F 1 - - -4. AUTO EN PISH BUTTON 2'-21 3 __W 1 O DS O HB H1 DS �/ O I O EXIT O F I ®R LI Y, -1 STAIR 111 4'-0' I I LOBBY 0 I I SEATING 101 110 I 110 GAS FIREPLACE V.Ta . WITH MANTLE AND I HEARTH SURROUND 1 I 1 I I cof ee I I 0 0 R R.0 F.D. COD l c9 RE ;,c, -I 109 FLOOR 0 SINK Y II /u \ II S 1 RECESSED 17 IL---- I I I 0 15 9'-4' 9'-2r 2'-10i' 16-3 ' W 0 8'-2' 4'-8' 6'-2f _ `" HALL 19 O rn O 6'-1 '-3' 6'-3' 3'-6' 3'- 114 / R " 16 FLOOR SINK RECESSED 13'-5' 10'-1' 12 0) ELECTRICAL ; I ROOM 112 O 4 SWBD. O HWT HWT MECHANICAL 113 F.Do O SPRINK, Ln nuuu d-. FITNESS JA 115 Dc DN O Cq F I I O 4'-1ALUMI UM ENCING PREP I �SYSTE W/ TEMPERED 116 GLAZING 11 -'X XI I I I I I o HOT . DRYER VaTaOa .+ 118 -6.3 ' -s.3 w F 0 I.C. I I I I I HB Q V.T.O, COLUMN I } DRYER I I I I I I I 1 RIEF 8' CMU WRAP I o F.O.LC, PROVIDE POWER, DISCONNECT AND DRAIN COLUMN G \ ®R WRAP \ G 1 H S - DS O O DS -� - - - _ DS� - - - -�-- 3-1-H1---- 5'-0' I- � ----�� 3'_0' I 2 8'-g' I 2'-5�' 6'-6' I 6' 5' 6'-0' I ALUMINUM FENCING 6X6 HSS t6.0) �_ � - - SYSTEM W/ TEMPERS 6X6 HSS 13 7� 27 7�' GLAZING E 1 2 -4 2 . 3 4 g 4.7 5 6 6.97 ° 8) 8. � 9 19.9 41 10.9 11 12 FIRST F 00 PLAN SCALE: 1/4'=1'-0' - UF -11 107 I I I I WASHER F.O�LC. I F.D. �? 10 o F SHER I I II II � o II II II II � II CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 424-0394 Fax: 424-5726 6429 REG STERED HITECT IPETER TTI STATE 0 WASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 [rA E �M R CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL Al 8/27/19 PERMIT REVISIONS 2 9/16/19 PERMIT REVISIONS SHEET TITLE: FIRST FLOOR PLAN PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME o COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. FLOOR PLAN NOTES: 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING. 3. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. 4. CONTRACTOR TO COORDINATE BUILDING ALARM/SECURITY SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALLATION. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/ OWNER PRIOR TO CONSTRUCTION. 6. SOUND INSULATE ALL WALLS TYP. THROUGH -OUT. 7. SEE WALL TYPE DETAILS 1-20/A-7.1 AND 22-37/A-7.1A 8. HEAT FOR THE CORE SPACE WILL BE GAS PACK UNITS ON THE ROOF W/ DIFFUSERS AS REQUIRED. COORDINATE LOCATIONS OF DIFFUSERS AS REQUIRED WITH LIGHTING. REFER TO MECHANICAL DRAWINGS TYP. THE MOTEL UNITS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. PER MECHANICAL DRAWINGS TYP. 9. ALL RESTROOMS TO HAVE GREEN GWB TYPICAL ALL WALLS AND CEILING. 10. VENT HOT WATER TANK OUTSIDE AS REQUIRED. PROVIDE RELIEF VALVE PAN. AND SEISMIC STRAPPING AS REQUIRED. 11. ALL WINDOWS ARE TO RECEIVE SOLID SURFACE SILL 12. DUCTS MAY NOT PENETRATE FIRE BARRIER BETWEEN UNITS WITHOUT DAMPERS PER IBC 717.5.2. (NOTED AT INTERCONNECTED BATH FANS) EGE 0 N E 0 N N G z C N EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER TABLE 1014.3 (OK) 2. OVERALL EXIT TRAVEL DISTANCE < 200'-0' FOR (I-2) OCC. WITH SPRINKLERS PER TABLE 1016.2 (OK) 3. (7) EXITS PROVIDED AND (3) ARE REQUIRED PER 1015.1.1. SINCE WE HAVE BETWEEN 501 AND 1000 OCCUPANT LOAD. (OK) 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT THE EXITS DOORS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE OCCUPANT AREA SERVED PER 1015.2.1 EXCEPTION 2. (OK) 5. EGRESS WIDTH PER OCCUPANT SERVED 638 OCCUPANTS (PER COVER SHEET) (.20) INCHES PER OCCUPANT (PER TABLE xxx WITH (I-2) OCCUPANCIES WITH SPRINKLER SYSTEM ) 638 X (.20) - 128 INCHES. WE PROVIDED (7) EXIT DOORS (46+46+46+46+46+46+46) - 322 INCHES WHICH IS > 128 INCHES (OK) 6. INSTALL EXIT LIGHTS & FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL FLOOR PLAN LEGEND EX TITI DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY � SEE WALL TYPES DETAILS ON SHEET A-6.1 BACKUP BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH DS 6' 0 FLOOR DRAIN. SLOPE FLOOR TO DRAIN EXIT BATTERY BACKUP HARDWARE O FD FREEZE PROOF HOSE BIB. PER MECHANICAL EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE + HB STRUCTRUAL POST OR BUNDLED STUDS. OR HSS ❑FE 2A 1OBC SEMI -RECESSED FIRE EXTINGUISHER SEE I 1 ❑ SIZE PER STRUCTURAL FLOOR PLAN SHEETS FOR LOCATIONS 0 DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE ®R CLASS I STANDPIPE IN STAIR LANDINGS AND ROOF AS REQ'D BY FIRE MARSHALL OWINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND 905 OF THE IBC X X X ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE 4' CMU VENEER W/ REINFORCEMENT (1) HOUR STRUCTURAL/ BEARING WALL - 2 X 6 WD FRAMED WALLS 0 16' O.C. W/ EXTERIOR SIDING PER ELEVATIONS. - 0/ TYVEK COMMERCICAL WRAP 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 BATT INSULATION W/ INTERIOR V.B. W/ (1) LAYER 5/8' TYPE 'X' GWB LEVEL 4 FINISH. PNT. 0 INTERIOR WALLS TO BE 2 X _ WD FRAMING 0 16' O.C. W/ 5/8' TYPE 'X' GWB BOTH SIDES. TAPED, MUDDED, AND SANDED. LEVEL 4 FINISH. PNT. BOTH SIDES W/ SOUND BATT INSULATION 0 COMMON SPACES ONLY. INTERIOR OFUNITS NO INSULATION FRAME ALL WALLS TO BOTTOM OF (1) HOUR CLG ASSEMBLY CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS 0 2-HOUR WALL AT STAIR AND ELEVATOR ENCLOSURES. (2) LAYERS I' 'X' GWB EA. SIDE OF 2X6 WOOD STUDS 0 16' O.C. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS (1/21 HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE 0 W/ 2X4 STUDS 0 8' O.C. STAGGERED EA. SIDE W/ R-21 BATT INSULATION W/ ON 1/2' RC CHANNEL 5/8' TYPE 'X' GWB BOTH SIDES. LEVEL 4 FINISH. PNT. BOTH SIDES TYP. FRAME ALL WALLS TO BOTTOM OF (1) HOUR CEILING ASSEMBLY U.N.O. CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS SECOND FLOOR PLAN �\ scnLe va',r.o' -) Fl/ CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 601 424-0394 Fax: 424-5726 6429 EG STERED ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 WFJR CONSTRUCTION 360.354.3500 19-312 REVISIONS 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECOND FLOOR PLAN PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A===:-- 0 COPYRIGHT 2019 CARLETTI ARCHITECTS, P.S. AG FLOOR PLAN NOTES: 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING. 3. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. 4. CONTRACTOR TO COORDINATE BUILDING ALARM/SECURITY SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALLATION. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/ OWNER PRIOR TO CONSTRUCTION. 6. SOUND INSULATE ALL WALLS TYP. THROUGH -OUT. 7. SEE WALL TYPE DETAILS 1-20/A-7.1 AND 22-37/A-7.1A 8. HEAT FOR THE CORE SPACE WILL BE GAS PACK UNITS ON THE ROOF W/ DIFFUSERS AS REQUIRED. COORDINATE LOCATIONS OF DIFFUSERS AS REQUIRED WITH LIGHTING. REFER TO MECHANICAL DRAWINGS TYP. THE MOTEL UNITS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. PER MECHANICAL DRAWINGS TYP. 9. ALL RESTROOMS TO HAVE GREEN GWB TYPICAL ALL WALLS AND CEILING. 10. VENT HOT WATER TANK OUTSIDE AS REQUIRED. PROVIDE RELIEF VALVE PAN. AND SEISMIC STRAPPING AS REQUIRED. 11. ALL WINDOWS ARE TO RECEIVE SOLID SURFACE SILL 12. DUCTS MAY NOT PENETRATE FIRE BARRIER BETWEEN UNITS WITHOUT DAMPERS PER IBC 717.5.2. (NOTED AT INTERCONNECTED BATH FANS) 1 2 3 EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER TABLE 1014.3 (OK) 2. OVERALL EXIT TRAVEL DISTANCE � 200'-0' FOR (I-2) OCC. WITH SPRINKLERS PER TABLE 1016.2 (OK) 3. (7) EXITS PROVIDED AND (3) ARE REQUIRED PER 1015.1.1. SINCE WE HAVE BETWEEN 501 AND 1000 OCCUPANT LOAD. (OK) 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT THE EXITS DOORS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE OCCUPANT AREA SERVED PER 1015.2.1 EXCEPTION 2. (OK) 5. EGRESS WIDTH PER OCCUPANT SERVED 638 OCCUPANTS (PER COVER SHEET) (.20) INCHES PER OCCUPANT (PER TABLE xxx WITH (I-2) OCCUPANCIES WITH SPRINKLER SYSTEM ) 638 X (.20) - 128 INCHES. WE PROVIDED (7) EXIT DOORS (46+46+46+46+46+46+46) - 322 INCHES WHICH IS � 128 INCHES (OK) 6. INSTALL EXIT LIGHTS & FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL 0 Le FLOOR PLAN LEGEND EX TI DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY � SEE WALL TYPES DETAILS ON SHEET A-6.1 BACKUP BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH Im DS 6' m FLOOR DRAIN. SLOPE FLOOR TO DRAIN EXIT BATTERY BACKUP HARDWARE O FD FREEZE PROOF HOSE BIB. PER MECHANICAL EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE +HB STRUCTRUAL POST OR BUNDLED STUDS. OR HSS [:]FP- 2A 1OBC SEMI -RECESSED FIRE EXTINGUISHER SEE 00 ❑ SIZE PER STRUCTURAL FLOOR PLAN SHEETS FOR LOCATIONS 0 DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE ®R CLASS I STANDPIPE IN STAIR LANDINGS AND ROOF AS REQ'D BY FIRE MARSHALL OWINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND 905 OF THE IBC X X X ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE 7 10 4' CMU VENEER W/ REINFORCEMENT (11 HOUR STRUCTURAL/ BEARING WALL - 2 X 6 WD FRAMED WALLS 0 16' O.C. W/ EXTERIOR SIDING PER ELEVATIONS. - 0/ TYVEK COMMERCICAL WRAP 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 BATT INSULATION W/ INTERIOR V.B. W/ (1) LAYER 5/8' TYPE 'X' GWB LEVEL 4 FINISH. PNT. 0 INTERIOR WALLS TO BE 2 X - WD FRAMING 0 16' O.C. W/ 5/8' TYPE 'X' GWB BOTH SIDES. TAPED, MUDDED, AND SANDED. LEVEL 4 FINISH. PNT. BOTH SIDES W/ SOUND BATT INSULATION 0 COMMON SPACES ONLY. INTERIOR OFUNITS NO INSULATION FRAME ALL WALLS TO BOTTOM OF (1) HOUR CLG ASSEMBLY CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS 0 2-HOUR WALL AT STAIR AND ELEVATOR ENCLOSURES. (2) LAYERS I' 'X' GWB EA. SIDE OF 2X6 WOOD STUDS 0 16' O.C. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS (1/21 HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE 0 W/ 2X4 STUDS 0 8' O.C. STAGGERED EA. SIDE W/ R-21 BATT INSULATION W/ ON 1/2' RC CHANNEL 5/8' TYPE 'X' GWB BOTH SIDES. LEVEL 4 FINISH. PNT. BOTH SIDES TYP. FRAME ALL WALLS TO BOTTOM OF (1) HOUR CEILING ASSEMBLY U.N.O. CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS �1 2� �2�3) 4�q 4.7 5 U6 6.97 9�91i ,16. 10� 11 12 THIRD FLOOR PLAN �'� Ak SCALE: 1/4'=1'-0' VF) CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 4360� 424-0394 Fax: 360 424-5726 TERED ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 VrA AMER CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: THIRD FLOOR PLAN PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A - 2 o 2 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. FLOOR PLAN NOTES: FLOOR PLAN LEGEND 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO FRAMING AND ORDERING. 3. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. 4. CONTRACTOR TO COORDINATE BUILDING ALARM/SECURITY SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALLATION. 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL BY ARCHITECT/ OWNER PRIOR TO CONSTRUCTION. 6. SOUND INSULATE ALL WALLS TYP. THROUGH -OUT. 7. SEE WALL TYPE DETAILS 1-20/A-7.1 AND 22-37/A-7.1A 8. HEAT FOR THE CORE SPACE WILL BE GAS PACK UNITS ON THE ROOF W/ DIFFUSERS AS REQUIRED. COORDINATE LOCATIONS OF DIFFUSERS AS REQUIRED WITH LIGHTING. REFER TO MECHANICAL DRAWINGS TYP. THE MOTEL UNITS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. PER MECHANICAL DRAWINGS TYP. 9. ALL RESTROOMS TO HAVE GREEN GWB TYPICAL ALL WALLS AND CEILING. 10. VENT HOT WATER TANK OUTSIDE AS REQUIRED, PROVIDE RELIEF VALVE PAN, AND SEISMIC STRAPPING AS REQUIRED. 11. ALL WINDOWS ARE TO RECEIVE SOLID SURFACE SILL 12. DUCTS MAY NOT PENETRATE FIRE BARRIER BETWEEN UNITS WITHOUT DAMPERS PER IBC 717.5.2. (NOTED AT INTERCONNECTED BATH FANS) 0 d- 0 cV O to 0 cV N G H co 0 EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER TABLE 1014.3 (OK) 2. OVERALL EXIT TRAVEL DISTANCE < 200'-0' FOR (I-2) OCC. WITH SPRINKLERS PER TABLE 1016.2 (OK) 3. (7) EXITS PROVIDED AND (3) ARE REQUIRED PER 1015.1.1. SINCE WE HAVE BETWEEN 501 AND 1000 OCCUPANT LOAD. (OK) 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT THE EXITS DOORS ARE GREATER THAN 1/3 THE DIAGONAL DISTANCE APART OF THE OCCUPANT AREA SERVED PER 1015.2.1 EXCEPTION 2. (OK) 5. EGRESS WIDTH PER OCCUPANT SERVED 638 OCCUPANTS (PER COVER SHEET) (.20) INCHES PER OCCUPANT (PER TABLE xxx WITH (I-2) OCCUPANCIES WITH SPRINKLER SYSTEM ) 638 X (.20) - 128 INCHES. WE PROVIDED (7) EXIT DOORS (46#46+46+46+46+46+46) - 322 INCHES WHICH IS T 128 INCHES (OK) 6. INSTALL EXIT LIGHTS & FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY � SEE WALL TYPES DETAILS ON SHEET A-6.1 BACKUP BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH DS 6' m FLOOR DRAIN, SLOPE FLOOR TO DRAIN EXIT BATTERY BACKUP HARDWARE O FD FREEZE PROOF HOSE BIB, PER MECHANICAL EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE + H STRUCTRUAL POST OR BUNDLED STUDS. OR HSS ❑FE 2A 1OBC SEMI -RECESSED FIRE EXTINGUISHER SEE ❑ ❑ SIZE PER STRUCTURAL FLOOR PLAN SHEETS FOR LOCATIONS �x DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE OR CLASS I STANDPIPE IN STAIR LANDINGS AND ROOF AS REQ'D BY FIRE MARSHALL OWINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND 905 OF THE IBC X X X ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE 4' CMU VENEER W/ REINFORCEMENT (11 HOUR STRUCTURAL/ BEARING WALL - 2 X 6 WD FRAMED WALLS 0 16' O.C. W/ EXTERIOR SIDING PER ELEVATIONS. - 0/ TYVEK COMMERCICAL WRAP 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 BATT INSULATION W/ INTERIOR V.B. W/ (1) LAYER 5/8' TYPE 'X' GWB LEVEL 4 FINISH. PNT. 0 INTERIOR WALLS TO BE 2 X - WD FRAMING e 16' O.C. W/ 5/8' TYPE 'X' GWB BOTH SIDES, TAPED, MUDDED, AND SANDED. LEVEL 4 FINISH. PNT. BOTH SIDES W/ SOUND BATT INSULATION 0 COMMON SPACES ONLY. INTERIOR OFUNITS NO INSULATION FRAME ALL WALLS TO BOTTOM OF (1) HOUR CLG ASSEMBLY CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS 0 2-HOUR WALL AT STAIR AND ELEVATOR ENCLOSURES. (2) LAYERS I' 'X' GWB EA. SIDE OF 2X6 WOOD STUDS a 16' O.C. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS (1/2) HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE 0 W/ 2X4 STUDS 0 8' O.C. STAGGERED EA. SIDE W/ R-21 BATT INSULATION W/ ON 1/2' RC CHANNEL 5/8' TYPE 'X' GWB BOTH SIDES. LEVEL 4 FINISH. PNT. BOTH SIDES TYP. FRAME ALL WALLS TO BOTTOM OF (1) HOUR CEILING ASSEMBLY U.N.O. CLG GWB TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS FOURTH FLOOR PLAN A \ SCALE: 1/4'=1'-0' w / m N& :E) CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60� 424-0394 Fax: 424-5726 6�?LEG�STERED ITECT STATE OKIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 1MERrA CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: FOURTH FLOOR PLAN PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A 2o #/'� COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. ROOF NOTES: ❑ INDICATES 3 X 4 RECTANGULAR SMOOTH FACED DOWNSPOUT TIGHTLINE AS REQUIRED. 1. ALL ROOFS SLOPES ARE AS NOTED. 2. ALL ROOF OVERHANGS ARE AS NOTED. 3. CONNECT ALL DOWNSPOUTS TO TIGHTLINES AS REQUIRED, COORDINATE ALL DOWNSPOUT LOCATIONS WITH CIVIL. 4. LOCATE ALL DOWNSPOUTS SO AS NOT TO INTERFERE W/ WINDOWS OR DOORWAYS. 3. PROVIDE AND INSTALL STEP FLASHING AS REQ'D. 4. SIZE OF GUTTERS & DOWNSPOUTS TO BE OVERSIZED WHERE NECESSARY TO HANDLE RAINWATER FROM VALLEYS AND ROOF SURFACES. 5. PLUMBING/ELEC./MECH. SUBCONTRACTORS TO PROVIDE/ INSTALL FLASHING BOOTS AT ALL ROOF PENETRATIONS TYP. 6. ALL RAKE. SAVE. AND VALLEY FLASHING TO BE SHEET METAL TYPICAL. 7. PROVIDE AND INSTALL SHEET METAL AND PARAPET CAP FLASHING AS REQUIRED. 8. PROVIDE MIN 1/8' SLOPED CRICKETS AT ALL ROOF OPENINGS AND PARAPET WALLS FOR DRAINAGE TO Ar[IPPFPA TYP (I - ----(�A) CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60` 424-0394 Fax: 424-5726 6429 REG STERED IA ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC C 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 ' DD E i E 1 2 -4 '2.9& 4 ; 4. `5 6 6. 7 ° 8 8� gOC' 1) 12 IABER CONSTRUCTION 360.354.3500 rlompi REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: ROOF PLAN PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME ROOF PLAN �\ SCALE: 1/4'=1'-0' w / A COPYRIGHT 2010 CARLETTI ARCHITECTS. P.S. GENERAL BUILDING DOOR SCHEDULE NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES TYPE MAT'L. FIN. MAT'L. FIN. CLSR. PANIC GRP. 1 (2) 3'-0' X T-O' F ALUM. FF ALUM. FF YES YES - - KEYED LOCK, WEATHERSTRIP, THRESHOLD, SWEEP, DEADBOLT, TUBULAR PUSH/PULL, CONTINUOUS HINGE, OVERHEAD CONCEALED CLOSER, AUTO OPENER POWER 2 (2) 3'-0' X T-O' F ALUM. FF ALUM. FF YES YES - - KEYED LOCK. WEATHERSTRIP. THRESHOLD, SWEEP, DEADBOLT. TUBULAR PUSH/PULL, CONTINUOUS HINGE. OVERHEAD CONCEALED CLOSER, AUTO OPENER POWER 3 3'-0' X T-0' A HMD PNT HMF PNT - - - - KEYED LOCK WITH INTEGRAL MORTISED DEADBOLT, INSULATED, WEATHERSTRIP. THRESHOLD, SWEEP, DRIP HEAD 4 3'-0' X T-O' A HMD PNT HMF PNT - - - - KEYED LOCK WITH INTEGRAL MORTISED DEADBOLT, INSULATED, WEATHERSTRIP. THRESHOLD, SWEEP. DRIP HEAD 5 3'-0' X T-O' A HMD PNT HMF PNT - - - - KEYED LOCK WITH INTEGRAL MORTISED DEADBOLT. INSULATED. WEATHERSTRIP. THRESHOLD. SWEEP, DRIP HEAD 6 3'-0' X T-O' F HMD PNT HMF PNT - - - - KEYED LOCK WITH INTEGRAL MORTISED DEADBOLT, INSULATED, WEATHERSTRIP. THRESHOLD. SWEEP, DRIP HEAD 7 3'-0' X T-O' H HMD PNT HMF PNT YES YES - - KEYED LOCK WITH INTEGRAL MORTISED DEADBOLT, INSULATED, WEATHERSTRIP, THRESHOLD, SWEEP, DRIP HEAD 8 3'-0' X T-0' A WD PNT - - - - - - POCKET DOOR WITH BARRIER FREE HARDWARE, PRIVACY LOCK 9 3'-0' X T-0' A WD PNT HMF PNT - - - - LEVER HARDWARE WITH KEYED LOCKSET 10 3'-0' X T-O' A WD PNT HMF PNT YES - - 45 MIN. LEVER HARDWARE WITH KEYED LOCKSET 10B 3'-0' X T-O' A WD PNT HMF PNT YES - - 145 MIN. LEVER HANDLE KEYED LOCKSET ELECTRONIC CARD SWIPE, S.S. KICKPLATES 11 3'-0' X T-O' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 12 3'-0' X T-O' A HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE, STAINLESS STEEL KICKPLATES, KEYKED LOCKSET THRESHOLD, WEATHERSTRIP 13 4'-0' X T-0' A HMD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE KEYED LOCKSET. ELECTRONIC CARDSWIPE. STAINLESS STEEL KICKPLATES.THRESHOLD 14 (2) 3'-0' X T-0' F WD PNT HMF PNT - - - - LEVER HANDLE PASSAGE SET 15 3'-0' X T-O' A WD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 16 3'-0' X T-O' H WD PNT HMF PNT YES - - - LEVER HANDLE, STAINLESS STEEL KICKPLATES, KEYED LOCKSET 17 3'-0' X T-0' H HMD PNT HMF PNT YES - - 190 MIN. LEVER HANDLE, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 18 NOT USED 19 3'-0' X T-0' H HMD PNT HMF PNT YES - - - LEVER HANDLE PASSAGE SET 20 2'-0' X 4'-0' A HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET 21 3'-0' X T-O' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 22 2'-0' X 4'-0' A HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET 23 3'-0' X T-O' A HMD PNT HMF PNT YES 45 MIN. LEVER HANDLE KEYED LOCKSET 24 3'-0' X T-O' H HMD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE KEYED LOCKSET, ELECTRONIC CARD SWIPE 25 4'-0' X T-0' A HMD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE PASSAGE LOCKSET 26 3'-0' X T-0' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 27 3'-0' X T-O' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 28 2'-0' X 4'-0' A HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET 29 3'-0' X T-O' A HMD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE KEYED LOCKSET ELECTRONIC CARD SWIPE. S.S. KICKPLATES 30 3'-0' X T-O' A HMD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE KEYED LOCKSET ELECTRONIC CARD SWIPE, S.S. KICKPLATES 31 3'-0' X 7'-0' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET. STAINLESS STEEL KICKPLATES, THRESHOLD. WEATHERSTRIP 32 3'-0' X T-0' H HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP 33 2'-0' X 4'-0' A HMD PNT HMF PNT YES - - 90 MIN. LEVER HANDLE PASSAGE SET 34 3'-0' X T-O' H HMD PNT HMF PNT YES 45 MIN. LEVER HANDLE KEYED LOCKSET ELECTRONIC CARD SWIPE, S.S. KICKPLATES 34B 3'-0' X T-O' H HMD PNT JHMF I PNT YES - - 45 MIN. LEVER HANDLE KEYED LOCKSET ELECTRONIC CARD SWIPE. S.S. KICKPLATES 35 1 3'-0' X T-0' IH I HMD PNT JHMF I PNT I YES-F- - 90 MIN. I LEVER HANDLE PASSAGE SET, STAINLESS STEEL KICKPLATES, THRESHOLD, WEATHERSTRIP NOTES: 1. ALL DOORS TO BE 1 3/4' THICK. ALL WOOD DOORS OUTSIDE OF UNITS OR DOORS FROM CORRIDOR TO UNIT TO BE SOLID CORE. ALL INTERIOR DOORS IN UNITS TO BE SOLID CORE 2. VERIFY ALL R.O. AND JAMB DEPTHS PRIOR TO ORDERING. 3. ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. 4. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 5. ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFTEY GLAZING AS REQUIRED BY IBC SECTION 2406. ALL SUCH GLAZING SHALL HAVE PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. 6. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE. 7. ALL DOORS W/ DEADBOLTS MUST HAVE SINGLE ACTION OPERATION BY HANDLE INSIDE AND KEY ON THE EXTERIOR MORTISE LOCKS 8. FINISH OF ALL STOREFRONT TO BE CLEAR ANODIZED 9. ALL EXTERIOR DOORS TO BE UA .60 OR BETTER 10. ALL DOOR/GATE HARDWARE TO BE ADA COMPLIANT. MEET SECTION 1010 OF THE IBC T- TEMPERED A B C D E F H TEMPERED (WIRED GLASS AT RATED DOORS) OR 'FIRELITE' GLAZING UNITS BUILDING DOOR SCHEDULE NO. QTY. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES TOTAL TYPE MAT'L. FIN. MAT'L. FIN. CLSR. PANIC GRP. 36 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP, DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 37 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 38 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - WIRE PULLS 39 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE, WEATHERSTRIP, THRESHOLD, SWEEP, DEADBOLT. PEEPHOLE, DOOR SECURITY LATCH 40 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - LEVER HANDLE PRIVACY LOCKSET 41 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 42 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP, DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 43 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 44 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 45 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE, WEATHERSTRIP, THRESHOLD, SWEEP, DEADBOLT. PEEPHOLE, DOOR SECURITY LATCH 46 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - LEVER HANDLE PRIVACY LOCKSET 47 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 48 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP, DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 49 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 50 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - IWIRE PULLS 51 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN.1 LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE, WEATHERSTRIP, THRESHOLD, SWEEP, DEADBOLT. PEEPHOLE, DOOR SECURITY LATCH 52 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - LEVER HANDLE PRIVACY LOCKSET 53 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 54 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP, DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 55 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 56 3 3'-0' X 7'-0' A WOOD PNT HMF PNT - - LEVER HANDLE PRIVACY LOCKSET 57 3 3'-0' X 7'-0' A WOOD PNT HMF PNT - - - - LEVER HANDLE PASSAGE SET 58 3 6-0' X T-O' C ALUM FF - - - - - SLIDING GLASS DOOR WITH TEMPERED GLAZING 59 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE, WEATHERSTRIP, THRESHOLD. SWEEP. DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 60 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - ILEVER HANDLE PRIVACY LOCKSET 61 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 62 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP, DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 63 3 2'-8' X T-O' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 64 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 65 2 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE, WEATHERSTRIP, THRESHOLD. SWEEP. DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 66 2 3'-0' X 7'-0' A WOOD PNT HMF PNT - LEVER HANDLE PRIVACY LOCKSET 67 2 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS 66B 1 3'-0' X 7'-0' B WOOD PNT HMF PNT - - WIRE PULLS 66C 1 2'-8' X T-O' A WOOD PNT HMF PNT - - LEVER HANDLE PRIVACY LOCKSET 68 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET, ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD, SWEEP, DEADBOLT, PEEPHOLE, DOOR SECURITY LATCH 69 3 2'-8' X T-O' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 70 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - WIRE PULLS 71 3 3'-0' X 7'-0' A WOOD PNT HMF PNT YES - - 45 MIN. LEVER HANDLE LOCKSET. ELECTRONIC CARDSWIPE. WEATHERSTRIP. THRESHOLD. SWEEP. DEADBOLT. PEEPHOLE. DOOR SECURITY LATCH 72 3 2'-8' X T-0' A WOOD PNT HMF PNT - - - - LEVER HANDLE PRIVACY LOCKSET 73 3 3'-0' X 7'-0' B WOOD PNT HMF PNT - - - - WIRE PULLS WINDOW SCHEDULE FOR GENERAL BUILDING- (NON UNITS) NO. QTY. SIZE TYPE FRAME U-VALUE NOTES TOTAL MAT'L. FIN. A 1 6'-0' X 5'-0' FIXED ALUM FF .30 LOW E GLAZING. ARGON B 1 4'-6' X 5'-0' FIXED ALUM FF .30 ILOW E GLAZING. ARGON C 1 8'-10' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON D 1 12'-4' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON E 1 8'-10' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON. SEE DOOR SCHEDULE F 1 8'-10' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON, SEE DOOR SCHEDULE G 1 12'-5 1/2' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON H 6 3'-0' X 3'-4' FIXED ALUM FF .30 LOW E GLAZING. ARGON H1 8 3'-0' X 3'-4' FIXED VINYL FF .30 LOW E GLAZING. ARGON I 3 6'-0' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON J 3 6'-0' X 8'-6' FIXED ALUM FF .30 LOW E GLAZING. ARGON K 1 6'-0' X 2'-0' FIXED VINYL FF .30 LOW E GLAZING. ARGON M 36 6'-0' X 4'-0' FIXED VINYL FF .30 LOW E GLAZING. ARGON N 3 3'-0' X 3'-6' FIXED VINYL FF .30 LOW E GLAZING. ARGON P NOT USED Q 1 6'-0' X 6'-0' FIXED VINYL FF 1.30 LOW E GLAZING. ARGON R 1 2 3'-0' X 6'-O' FIXED WOOD PNT. 00 O O OSTOREFRONT OSTOREFRONT 00 a T-TEMPERED 00 0� OSTOREFRONT 9 O ALUM VINYL 0000 I I I I I I I 00�0 OSTOREFRONT < STOREFRONT OSTOREFRONT O O O NOTES: 1. ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24' ARC OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE WALKING SURFACE SHALL BE TEMPERED. (GLAZING SUBCONTRACTOR TO VERIFY LOCATIONS) OF ALL SAFTEY GLAZING.) 2. GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEM 1. ABOVE, THAT MEETS ALL THE FOLLOWING CRITERIA. A) EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. B) EXPOSED BOTTOM EDGE IS LESS THAN 18' ABOVE THE FLOOR. C) EXPOSED TOP EDGE GREATER THAN 36' ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36' ABOVE THE FLOOR. 3. REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. 4. SEE BUILDING ELEVATIONS FOR MUTTON, LOUVER AND DOOR PLACEMENTS 5. ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED PRIOR TO FABRICATION. 6. CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. 7. CONTRACTOR TO VERIFY ALL WINDOW SIZES 8. ALL STOREFRONT TO BE THERMALLY BROKEN. 9. MAX SHGC IS TO BE 0.35 OSTOREFRONT 00 �0 OSTOREFRONT 0 T CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: MO 0I 424-0394 Fax: 424-5726 s4Z,_J(RLEG�STERED ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 �rA MER CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: DOOR SCHEDULE WINDOW SCHEDULE PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME 2.5 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. FINISH SCHEDULE FIRST FLOOR FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING ROOM NUMBER ROOM NAME MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. 100 VESTIBULE TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 9'-0' WOOD CHAIR RAIL PAINTED 101 LOBBY LVT FF LVT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 9'-0' WOOD CHAIR RAIL PAINTED 102 OFFICE CPT. FF CPT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 9'-0' 103 RESTROOM LVT FF LVT-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-0' P.LAM. WAINSCOT TO 60' A.F.F. 104 FRONT DESK CPT. FF CPT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 9'-0' 105 ELEVATOR LVT FF LVT-1 P.LAM FF P.LAM-1 P.LAM. FF P.LAM. FF P.LAM. FF P.LAM. FF FF 8'-0' P.LAM. ALL WALLS WITH STAINELESS STEEL CHAIR RAIL 106 STAIR CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT jGWB PAINT GWB PNT. - 107 LAUNDRY LVT FF LVT-2 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-0' F. 108 BREAKFAST LVT FP LVT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 8'-0' WOOD CHAIR RAIL PAINTED 109 RESTROOM LVT FF LVT-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-0' TILE WAINSCOT TO 60' A.F.F. 110 SEATING CPT FF CPT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB FF 8'-0' WOOD CHAIR RAIL PAINTED 111 STAIR SV FF SV-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB FF - 112 ELECTRICAL ROOM CONC. SEAL FF VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 9'-6' 113 MECHANICAL ROOM CONC. SEAL FF VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 9'-6' 114 HALL CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 8'-0' WOOD CHAIR RAIL PAINTED 115 FITNESS LVT FF LVT-1 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 9-0' 116 PREP LVT FP LVT-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB FF 9'-6' P.LAM. WAINSCOT TO 60' A.F.F. 117 HOUSEKEEPING LVT FF LVT-1 VRB FF VRB -1 1 GWB I PAINTI GWB PAINT GWB PAINT GWB PAINT IGWB PNT. 8'-6' 118 HOT TUB CONC. SEAL I - - I - - - - - - I GWB FF 9'-6' EXTERIOR GYPSUM WITH PLASTER FINISH AT CEILING 119 PARKING ASPHALT FF - I - I - - I I- - 1 - - 1 1- - jGWB FF 9'-6' EXTERIOR GYPSUM WITH PLASTER FINISH AT CEILING FINISH SCHEDULE SECOND FLOOR FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING ROOM NUMBER ROOM NAME MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. NOTES: 213 STAIRS CPT FF CPT-2 WD PNT. PNT-1 GWB PNT. - 214 ELEVATOR LVT FF LVT-1 P.LAM FF P.LAM-1 P.LAM. FF P.LAM. FF P.LAM. FF P.LAM. FF FF 8'-0' 215 ELEVATOR EQUIPMENT LVT FF LVT-1 VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. W-6' 216 HOUSEKEEPING LVT FF LVT-1 VRB FF VRB -1 I PNT. 8'-6' 217 GUEST LAUNDRY LVT FF LVT-1 VRB FF VRB -1 PNT. 8'-6' 218 HALL CPT FF CPT-2 WD PNT. PNT-1 1 8'-0' 213 STAIRS ___tCPT FF CPT-2 WD PNT. PNT-1 PNT. 8'-6' FINISH SCHEDULE THIRD FLOOR FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING ROOM NUMBER ROOM NAME MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. NOTES: 313 STAIRS CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. - 314 ELEVATOR LVT FF LVT-1 P.LAM FF P.LAM-1 P.LAM. FF P.LAM. FF P.LAM. FF P.LAM. FF FF 8'-0' 315 HOUSEKEEPING LVT FF LVT-1 VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 316 HOUSEKEEPING LVT FF LVT-1 VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 317 IHALL CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 8'-0' 318 ISTAIRS CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. - FINISH SCHEDULE FOURTH FLOOR FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING ROOM NUMBER NAME MAT'L FIN. NO.MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. NOTES: 413 STAIRS CPT FF CPT-2 WD PNT. PNT-1 PNT. - 414 ELEVATOR LVT FF LVT-1 P.LAM FF P.LAM-1 P.LAM. FF P.LAM. FF P.LAM. FF P.LAM. FF FF 8'-0' 415 CONFERENCE ROOM CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 416 HALL CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT ACP FF 8'-0' - 417STAIRS CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. - HOUSEKEEPING LVT FF LVT-1 VRB FF VRB -1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' FINISH SCHEDULE UNITS FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: ROOM NUMBER ROOM NAME MAT'L FIN. NO.MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HGT. 201/301/401 UNIT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PNT. 8'-6' 202/302/402 UNIT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 203/303/403 IT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 204/304/404 IT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 205/30 I CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 206/306/406 1N209/309/409 UNIT CPT FF CPT-2 WD PNT. PNT-1 PNT. 8'-6' 207/307/407 IT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. W-6' 208/308/408 UNIT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' IT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 210/310/410 IT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 211/311/411 UNIT CPT FF CPT-2 WD PNT. PNT-1 PNT. 8'-6' 212/312/412 UNIT CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 201B/301B/401B BATH TILE FF T-1 TILE FF T-1 GWB I PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 202B/302B/402B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT jGWB PAINT I GWB PNT. 8'-6' 203B/303B/403B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT jGWB PAINT GWB PNT. 8'-6' 204B/304B/404B BATH TILE FF T-1 TILE FF T-1 I PNT. 8'-6' 205B/305B/405B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 206B/306B/406B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 207B/307B/407B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 207C/307C/407C BEDROOM CPT FF CPT-2 WD PNT. PNT-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 208B/308B/4088 BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 209B/309B/409B BATH TILE FF T-1 TILE FF T-1 PNT. 8'-6' 21OB31OB/410B BATH TILE FF T-1 TILE FF T-1 PNT. 8'-6' 211B/311B/411B BATH TILE FF T-1 TILE FF T-1 GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PNT. 8'-6' 212B/312B/412B BATH TILE FF T-1 TILE FF T-1 PNT. 8'-6' TILE FF T-1 TILE FF T-1 8'-6' CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60� 424-0394 Fax: 424-5726 6�rEGSTERED H I TECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 ! rA MEN OR CONSTRUCTION 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: FINISH SCHEDULE PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME 2o6 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. LEGEND SURFACE MOUNTED 6' X 4'-0' LED STRIP LIGHT z RECESSED 2' X 2' LED TROFFER W/ ACRYLIC LENS AT (KITCHEN, SURFACE MOUNTED LED STRIP LIGHTING AT (UTILITY ROOMS) AT STAIR LANDINGS STORAGE, LAUNDRY, ART, BREAK) � 22' X 36' (1) HOUR RATED ACCESS HATCH IN TRUSSES FOR ATTIC ACCESS. LOCATION ON RCP ARE APPROXIMATE SURFACE MOUNTED 36' DIA. LED LIGHT (LOBBY HIGH CEILING RECESSED 2' X 4' LED ACRYLIC LENS AT (KITCHEN. ART. LAUNDRY. EXTERIOR - TRACK LIGHTING MOUNT TO BEAM AT (6) LOCATIONS TYPICAL o L AND DINING HIGH CEILING) STORAGE. BREAK) PORTE CO CHERE DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE WALL MOUNT LED UP -DOWN SCONCE AT (CORRIDOR/ ELEVATOR/ ® W/ BATTERY BACKUP SURFACE MOUNTED 24' LED LIGHT (COFFEE/ SITTING/ FIRE SIDE/ 4 LOBBY/ STAIRWELLS) �r- INTERIOR -TRACK LIGHTING MOUNT TO CEILING AT (STORE) O SKY LOUNGE/ ELEVATOR LOBBY/ LOBBY/ FAMILY DINING) � COMBINATION EXIT SIGN/EMERGENCY LIGHTING CABLE HUNG LED PENDANT LIGHTS AT (BISTRO/ RECEPTION/ CEILING HUNG LED CHANDELIER AT DINING WITH BATTERY BACKUP HARDWARE a WALL MOUNTED 6' X 3'-0' LED RESTROOM VANITY STORE) EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE LIGHT ABOVE MIRROR W/ (3) BULB DOWN -LIGHT AT (PUBLIC RR/ COVED LIGHTING LED AT (DINING) EXTERIOR RATED LED WALL MOUNTED DECORATIVE DOWN STAFF RR/ SALON/ SPA/ BATHING/ -----' ® 0 SURFACE MOUNTED 12' LED LIGHT AT (RESIDENT BEDROOMS) LIGHTS AT EXTERIOR DECKS AND ENTRANCE DARK BRONZE FINISH $ SWITCHES PER ELECTRICAL EXTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH 0 DELIVERY ENTRANCE TO KITCHEN Q EXTERIOR 10' DIA X 12' TALL CYLINDER CABLE HUNG ® EXHAUST FAN V.T.O. AS REQUIRED PER MECHANICAL DRAWINGS SURFACE MOUNTED 18' LED LIGHT AT (RESIDENT LIVING/ KITCHEN) DARK BRONZE FINISH 0 INTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH THROUGHOUT NOTES: ® RECESSED 2' X 2' LED TROFFER DIFFUSED CENTER OPTIC WALL MOUNTED 6' X 2'-0' LED RESIDENT RESTROOM VANITY 1. LOCATE ALL DIFFUSERS & RETURN AIR GRILLES AT CORRIDORS, OFFICES. BOWLING. GAME. SALON, SPA, BATH. ° CABLE HUNG LED PENDANT LIGHTS AT (RESIDENT ROOMS) LIGHT ABOVE MIRROR W/ (2) BULB DOWN -LIGHT AT (RESIDENT SO AS NOT TO INTERFERE W/ LIGHTS. STORE, FAMILY DINING. LOBBY, EXERCISE) - NL NIGHT LIGHT OUTLET LED LIGHTS AT (RESIDENT RESTROOMS) RESTROOMS) 2. ALL EXTERIOR LIGHTS TYPICAL (INCLUDING SITE LIGHTING) ® RECESSED 2' X 4' LED TROFFER DIFFUSED CENTER OPTIC m INTERIOR - 4' LED CAN W/ CLEAR ALZAK TO BE ON AN ASTROLOGICAL CLOCK PHOTOCELL SO THEY COME ON AT (OFFICES, HIGH STAIR) OS AUDIO SPEAKERS (T.B.D.) FINISH AUTOMATIC WHEN IT IS DARK OUT. FLOOR ABOVE 9 L DVVC l 11 �Z. FIRST FLOOR REFLECTED CEILING PLAN B 4 5 6 7 -4 8 I 9 10 11 12 -- ROOF ABOVE I FLOOR ABOVE I FLOOR ABOVE \—FLOOR ABOVE 4 4. (5 6 6.97 ° 8 8. 9 C99 A4 109 11 12 SCALE: 1/4'=1'-0' w — -----(�B) CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60� 424-0394 Fax: 424-5726 6�EGSTERED IA HITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 �rA MER coNsrRucnoN 360.354.3500 19-312 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: FIRST FLOOR REFLECTED CLG. PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG I n / A - 07 COPYRIGHT 2019 CARLETTI ARCHITECTS, P.S LEGEND SURFACE MOUNTED 6' X 4'-0' LED STRIP LIGHT z RECESSED 2' X 2' LED TROFFER W/ ACRYLIC LENS AT (KITCHEN, SURFACE MOUNTED LED STRIP LIGHTING AT (UTILITY ROOMS) AT STAIR LANDINGS STORAGE, LAUNDRY, ART, BREAK) El ATTIC X 36' (1) HOUR RATED ACCESS HATCH IN TRUSSES FOR ATTIC ACCESS. LOCATION ON RCP ARE APPROXIMATE SURFACE MOUNTED 36' DIA. LED LIGHT (LOBBY HIGH CEILING RECESSED 2' X 4' LED ACRYLIC LENS AT (KITCHEN. ART, LAUNDRY. EXTERIOR - TRACK LIGHTING MOUNT TO BEAM AT (6) LOCATIONS TYPICAL o L AND DINING HIGH CEILING) STORAGE. BREAK) PORTE CO CHERE DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE WALL MOUNT LED UP -DOWN SCONCE AT (CORRIDOR/ ELEVATOR/ ® W/ BATTERY BACKUP ° SURFACE MOUNTED 24' LED LIGHT (COFFEE/ SITTING/ FIRE SIDE/ a LOBBY/ STAIRWELLS) COMBINATION INTERIOR -TRACK LIGHTING MOUNT TO CEILING AT (STORE) O SKY LOUNGE/ ELEVATOR LOBBY/ LOBBY/ FAMILY DINING) � COMBINATION EXIT SIGN/EMERGENCY LIGHTING CABLE HUNG LED PENDANT LIGHTS AT (BISTRO/ RECEPTION/ CEILING HUNG LED CHANDELIER AT DINING WITH BATTERY BACKUP HARDWARE a WALL MOUNTED 6' X 3'-0' LED RESTROOM VANITY STORE) EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE LIGHT ABOVE MIRROR W/ (3) BULB DOWN -LIGHT AT (PUBLIC RR/ STAFF RR/ SALON/ SPA/ BATHING/ COVED LIGHTING LED AT (DINING) EXTERIOR RATED LED WALL MOUNTED DECORATIVE DOWN ------ ® EXTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH ®DELIVERY SURFACE MOUNTED 12' LED LIGHT AT (RESIDENT BEDROOMS) LIGHTS AT EXTERIOR DECKS AND ENTRANCE DARK BRONZE FINISH $ SWITCHES PER ELECTRICAL ENTRANCE TO KITCHEN 0 EXTERIOR 10' DIA X 12' TALL CYLINDER CABLE HUNG OF EXHAUST FAN V.T.O. AS REQUIRED PER MECHANICAL DRAWINGS SURFACE MOUNTED 18' LED LIGHT AT (RESIDENT LIVING/ KITCHEN) DARK BRONZE FINISH 0 INTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH THROUGHOUT NOTES: ® RECESSED 2' X 2' LED TROFFER DIFFUSED CENTER OPTIC WALL MOUNTED 6' X 2'-0' LED RESIDENT RESTROOM VANITY 1. LOCATE ALL DIFFUSERS & RETURN AIR GRILLES AT CORRIDORS. OFFICES. BOWLING. GAME. SALON, SPA. BATH. ° CABLE HUNG LED PENDANT LIGHTS AT (RESIDENT ROOMS) LIGHT ABOVE MIRROR W/ (2) BULB DOWN -LIGHT AT (RESIDENT SO AS NOT TO INTERFERE W/ LIGHTS. STORE. FAMILY DINING. LOBBY. EXERCISE) - NL NIGHT LIGHT OUTLET LED LIGHTS AT (RESIDENT RESTROOMS) RESTROOMS) 2. ALL EXTERIOR LIGHTS TYPICAL (INCLUDING SITE LIGHTING) ® RECESSED 2' X 4' LED TROFFER DIFFUSED CENTER OPTIC m INTERIOR - 4' LED CAN W/ CLEAR ALZAK TO BE ON AN ASTROLOGICAL CLOCK PHOTOCELL SO THEY COME ON AT (OFFICES. HIGH STAIR) OS AUDIO SPEAKERS (T.B.D.) FINISH AUTOMATIC WHEN IT IS DARK OUT. E T T 3 4 5) � 7 i 0 2 SECOND 42(3 FLOOR PLAN 4 � 9 10 11 12 Fl/ CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 601 424-0394 Fax: 424-5726 6429 EG STERED ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 WFJR CONSTRUCTION 360.354.3500 19-312 REVISIONS 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECOND FLOOR REFLECTED CLG. PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A 2 0 COPYRIGHT 2019 CARLETTI ARCHITECTS, P.S Ilk SCALE: 1/4'=1'-0' W) LEGEND V /1 F SURFACE MOUNTED 6' X 4'-0' LED STRIP LIGHT AT STAIR LANDINGS SURFACE MOUNTED 36' DIA. LED LIGHT (LOBBY HIGH CEILING AND DINING HIGH CEILING) SURFACE MOUNTED 24' LED LIGHT (COFFEE/ SITTING/ FIRE SIDE/ SKY LOUNGE/ ELEVATOR LOBBY/ LOBBY/ FAMILY DINING) WALL MOUNTED 6' X 3'-0' LED RESTROOM VANITY LIGHT ABOVE MIRROR W/ (3) BULB DOWN -LIGHT AT (PUBLIC RR/ STAFF RR/ SALON/ SPA/ BATHING/ EXTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH 0 DELIVERY ENTRANCE TO KITCHEN INTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH THROUGHOUT RECESSED 2' X 2' LED TROFFER DIFFUSED CENTER OPTIC AT CORRIDORS. OFFICES. BOWLING. GAME. SALON, SPA. BATH. STORE, FAMILY DINING. LOBBY, EXERCISE) RECESSED 2' X 4' LED TROFFER DIFFUSED CENTER OPTIC AT (OFFICES. HIGH STAIR) RECESSED 2' X 2' LED TROFFER W/ ACRYLIC LENS AT (KITCHEN. STORAGE. LAUNDRY. ART. BREAK) RECESSED 2' X 4' LED ACRYLIC LENS AT (KITCHEN. ART. LAUNDRY. STORAGE. BREAK) 4 WALL MOUNT LED UP -DOWN SCONCE AT (CORRIDOR/ ELEVATOR/ LOBBY/ STAIRWELLS) CABLE HUNG LED PENDANT LIGHTS AT (BISTRO/ RECEPTION/ STORE) ------ COVED LIGHTING LED AT (DINING) SURFACE MOUNTED 12' LED LIGHT AT (RESIDENT BEDROOMS) SURFACE MOUNTED 18' LED LIGHT AT (RESIDENT LIVING/ KITCHEN) C CABLE HUNG LED PENDANT LIGHTS AT (RESIDENT ROOMS) NL NIGHT LIGHT OUTLET LED LIGHTS AT (RESIDENT RESTROOMS) QS AUDIO SPEAKERS (T.B.D.) SURFACE MOUNTED LED STRIP LIGHTING AT (UTILITY ROOMS) EXTERIOR - TRACK LIGHTING MOUNT TO BEAM AT PORTS CO CHERE INTERIOR - TRACK LIGHTING MOUNT TO CEILING AT (STORE) CEILING HUNG LED CHANDELIER AT DINING EXTERIOR RATED LED WALL MOUNTED DECORATIVE DOWN LIGHTS AT EXTERIOR DECKS AND ENTRANCE DARK BRONZE FINISH O EXTERIOR 10' DIA X 12' TALL CYLINDER CABLE HUNG DARK BRONZE FINISH WALL MOUNTED 6' X 2'-0' LED RESIDENT RESTROOM VANITY LIGHT ABOVE MIRROR W/ (2) BULB DOWN -LIGHT AT (RESIDENT RESTROOMS) m INTERIOR - 4' LED CAN W/ CLEAR ALZAK FINISH 22' X 36' (1) HOUR RATED ACCESS HATCH IN TRUSSES FOR ATTIC ACCESS. LOCATION ON RCP ARE APPROXIMATE (6) LOCATIONS TYPICAL ® DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY BACKUP COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP HARDWARE EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE $ SWITCHES PER ELECTRICAL Q EXHAUST FAN V.T.O. AS REQUIRED PER MECHANICAL DRAWINGS NOTES: 1. LOCATE ALL DIFFUSERS & RETURN AIR GRILLES SO AS NOT TO INTERFERE W/ LIGHTS. 2. ALL EXTERIOR LIGHTS TYPICAL (INCLUDING SITE LIGHTING) TO BE ON AN ASTROLOGICAL CLOCK PHOTOCELL SO THEY COME ON AUTOMATIC WHEN IT IS DARK OUT. 4 � 9 10 11 12 i I I I 4 4 4. 5 6 6. 7 8) 8. 9 9. 4 10. 11 12 THIRD' FLOORP�_AN Ak SCALE: 1/4'=1'-0' VF) A -4. 0 IN CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60� 424-0394 Fax: 424-5726 TERED ITECT STATE ORIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 VrA AMER CONSTRUCTION 360.354.3500 19-312 REVISIONS 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: THIRD FLR REFLECTED CLG. PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG ��71�i�i��►_1r71: A 2o�) COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S LEGEND SURFACE MOUNTED 6' X 4'-0' LED STRIP LIGHT z RECESSED 2' X 2' LED TROFFER W/ ACRYLIC LENS AT (KITCHEN. SURFACE MOUNTED LED STRIP LIGHTING AT (UTILITY ROOMS) AT STAIR LANDINGS STORAGE. LAUNDRY. ART. BREAK) ❑A 22' X 36' (1) HOUR RATED ACCESS HATCH IN TRUSSES FOR ATTIC ACCESS. LOCATION ON RCP ARE APPROXIMATE SURFACE MOUNTED 36' DIA. LED LIGHT (LOBBY HIGH CEILING RECESSED 2' X 4' LED ACRYLIC LENS AT (KITCHEN, ART, LAUNDRY, EXTERIOR - TRACK LIGHTING MOUNT TO BEAM AT (6) LOCATIONS TYPICAL o L AND DINING HIGH CEILING) STORAGE. BREAK) PORTE CO CHERE DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE WALL MOUNT LED UP -DOWN SCONCE AT (CORRIDOR/ ELEVATOR/ O ® W/ BATTERY BACKUP SURFACE MOUNTED 24' LED LIGHT (COFFEE/ SITTING/ FIRE SIDE/ 4 LOBBY/ STAIRWELLS) INTERIOR -TRACK LIGHTING MOUNT TO CEILING AT (STORE) O SKY LOUNGE/ ELEVATOR LOBBY/ LOBBY/ FAMILY DINING► COMBINATION EXIT SIGN/EMERGENCY LIGHTING CABLE HUNG LED PENDANT LIGHTS AT (BISTRO/ RECEPTION/ CEILING HUNG LED CHANDELIER AT DINING WITH BATTERY BACKUP HARDWARE a WALL MOUNTED 6' X 3'-0' LED RESTROOM VANITY STORE) EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE LIGHT ABOVE MIRROR W/ (3) BULB DOWN -LIGHT AT (PUBLIC RR/ COVED LIGHTING LED AT (DINING) EXTERIOR RATED LED WALL MOUNTED DECORATIVE DOWN STAFF RR/ SALON/ SPA/ BATHING/ ------ ® SURFACE MOUNTED 12' LED LIGHT AT (RESIDENT BEDROOMS) LIGHTS AT EXTERIOR DECKS AND ENTRANCE DARK BRONZE FINISH $ SWITCHES PER ELECTRICAL EXTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH 0 DELIVERY ENTRANCE TO KITCHEN O EXTERIOR 10' DIA X 12' TALL CYLINDER CABLE HUNG ® EXHAUST FAN V.T.O. AS REQUIRED PER MECHANICAL DRAWINGS SURFACE MOUNTED 18' LED LIGHT AT (RESIDENT LIVING/ KITCHEN) DARK BRONZE FINISH 0 INTERIOR - 6' LED CAN W/ CLEAR ALZAK FINISH THROUGHOUT NOTES: ® RECESSED 2' X 2' LED TROFFER DIFFUSED CENTER OPTIC WALL MOUNTED 6' X 2'-0' LED RESIDENT RESTROOM VANITY 1. LOCATE ALL DIFFUSERS & RETURN AIR GRILLES AT CORRIDORS. OFFICES, BOWLING. GAME. SALON. SPA. BATH. ° CABLE HUNG LED PENDANT LIGHTS AT (RESIDENT ROOMS) LIGHT ABOVE MIRROR W/ (2) BULB DOWN -LIGHT AT (RESIDENT SO AS NOT TO INTERFERE W/ LIGHTS. STORE, FAMILY DINING, LOBBY, EXERCISE) - NL NIGHT LIGHT OUTLET LED LIGHTS AT (RESIDENT RESTROOMS) RESTROOMS) 2. ALL EXTERIOR LIGHTS TYPICAL (INCLUDING SITE LIGHTING) ® RECESSED 2' X 4' LED TROFFER DIFFUSED CENTER OPTIC m INTERIOR - 4' LED CAN W/ CLEAR ALZAK TO BE ON AN ASTROLOGICAL CLOCK PHOTOCELL SO THEY COME ON AT (OFFICES. HIGH STAIRI 0 AUDIO SPEAKERS (T.B.D.) FINISH AUTOMATIC WHEN IT IS DARK OUT. �Ar 115mll Nqwl E 1 2 T 2 D4 FOURTH FLOOR REFLECTED CEILING PLAN 7 10 12 RAJ _ A -4. I - UF CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: R60 60� 424-0394 Fax: 424-5726 642s EG STERED ITECT STATE OKIWASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS SH037@GMAILCOM PHONE: 360-770-3701 1MERrA CONSTRUCTION 360.354.3500 19-312 REVISIONS 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: FOURTH FLR REFLECTED CLG. PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG KelT" Ion Q 0214ailk I_ 819 A-2-10 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. SCALE: 1/4'=1'-0' / m 00 m 10 F O a D O O O B O e O OO A A n 24 GA. SHT. METAL -PARAPET CAP B.O.ot WINDOW 7'-0' ABOVE 4TH F.F. B.O.IF ot WINDOW 4'-0' ABOVE 4TH F.F. IF T.O. 4TH F.F. 31'-0-1/4' A.F.F. B.O.IF ot WINDOW 7'-0' ABOVE 3RD F.F. IF B.O. WINDOW 4'-0' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. 4, B.O. WINDOW T-O' ABOVE 2ND F.F. B.O. WINDOW 4'-0' ABOVE 2ND F.F. SOUTH ELEVATION (D0 J NORTH ELEVATION ELEVATION NOTES: 1. CAULK ALL SIDING TRANSITIONS, COLOR TO BE APPROVED BY ARCHITECT 2. MASONRY SUBCONTRACTOR TO CLEAN AND SEAL ALL CMU AS PER SPECIFICATIONS 3. COORDINATE ANY SEALING/ CLEANING OF CMU VENEER W/ MANUFACTURES RECOMMENDATIONS. 4. ELEVATIONS SHOW GENERAL LAYOUT OF ELECTRICAL LIGHT LOCATIONS. VERIFY/ COORDINATE ALL W/ ELEC. DWGS. AND PROVIDE TRIM AS REQ'D 5. COORDINATE ALL LIGHT FIXTURES WITH ELEC. DWGS. 6. PROVIDE MTL TRIM OVER ALL EXPOSED TOP BEAM SURFACE AREAS AND RUN DOWN SIDE OF BEAM MIN. 2' AS REQ'D. 7. PROVIDE MTL. FLASHING AT ALL ROOF TO WALL TRANSITIONS. 8. PROVIDE PUTTY PADS AT ALL EXTERIOR ELEC. 'J' BOX LOCATIONS FOR AIR BARRIER LEAKAGE STANDARDS. 9. ELECTRICIAN TO PROVIDE 20 AMP DEDICATED POWER TO ALL EXTERIOR SIGNAGE LOCATIONS TYP. m SCALE: 1/4'4-0' T.O. PARAPET 42'-0' A.F.F. T.O. WINDOW T-O' ABOVE 4TH F.F. B.O. WINDOW 4'-0' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. T.O. WINDOW T-O' ABOVE 3RD F.F. B.O. WINDOW 4'-0' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. T.O. WINDOW T-0' ABOVE 2ND F.F. B.O. WINDOW 4'-0' ABOVE 2ND F.F. a.0. WINDOW 8'-6' A.F.F. T.O. DOOR T-O' A.F.F. _-VA SCALE: 1/4'4-0' WEST ELEVATION EAST ELEVATION ENVELOPE REQUIREMENTS PER 2015 IF -CC, WSEC AMENDMENTS REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE FULL BUILDING LEAKAGE SEAL. CAULK ALL WDO'S / PENETRATIONS FOR AIR LEAKAGE SEAL. INSTALL CLG GWB FIRST. CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL PRIOR TO ANY WALL GWB INSTALLATION. PROVIDE PUTTY PADS AT ALL EXTERIOR FACING ELEC. PENETRATIONS FOR PROPER AIR LEAKAGE SEAL. PROVIDE PUTTY PADS AT ALL ELEC. PENETRATIONS THROUGH GWB CLG LID FOR PROPER AIR LEAKAGE SEAL. SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE REFERENCES. ENSURE ALL PENETRATIONS, FENESTRATION, AIR INTAKES AND EXHAUST MEET ALL APPLICABLE CODES. c MASONRY NOTES: 1. THE MASON MUST PROVIDE A MIN. 4'-0' X 4'-0' MOCK UP OF THE CMU WALL/ CULTURED STONE CAP, AND GROUT LINES FOR THE ARCHITECT AND OWNERS APPROVAL FOR COLOR SIZE AND SHAPE NO EXCEPTIONSIII IF MASON FAILS TO PROVIDE MOCK UP FOR ARCHITECT AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK, AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS. 2. MASON MUST PROVIDE ARCHITECT WITH A COURSING PLAN FOR CMU WALL AND CAP PRIOR TO CONSTRUCTION NO EXCEPTIONSIII IF MASON FAILS TO PROVIDE COURSING PLAN FOR ARCHITECT AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK. AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS 3. CONTROL JOINTS TO BE INSTALLED BY MASONRY INSTITUTE CMU MANUFACTURER. MASON TO COORDINATE ON CONTROL JOINT LOCATION WITH ARCHITECT PRIOR TO CONSTRUCTION IF MASON FAILS TO COORDINATE LOCATION WITH ARCHITECT AND OWNERS APPROVAL PRIOR TO CONSTRUCTION THEY ARE WORKING AT THEIR OWN RISK, AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS 4. IT IS THE RESPONSIBLITY OF THE MASON TO SEAL ALL CMU/ CULTURED STONE W/ FOG COAT PER MANUFACTURER'S INSTRUCTIONS W/ FABRISHIELD 653 0 CMU. 5. ALL CMU/ CULTURED STONE AND CAPS MUST BE CLEANED AND APPROVED BY ARCHITECT/OWNER PRIOR TO SEALING NO EXCEPTIONSIII IF MASON FAILS TO RECIEVE ARCHITECT AND OWNERS APPROVAL THEY ARE WORKING AT THEIR OWN RISK. AND WILL BE HELD RESPONSIBLE FOR THEIR ACTIONS 6. EXPANSION JOINTS TO BE INSTALLED BY MASONRY CONTRACTOR AS REQUIRED BY THE MASONRY INSTITUTE & CMU MANUFACTURER COORDINATE W/ ARCH. 7. ATTACH CMU WITH HOT DIPPED GALVANIZED, 2 PIECE WALL TIES, TIE TO EXTERIOR WALL FRAMING. SUPPORT MAXIMUM 2 SQUARE FEET OF AREA. TIE SHALL HAVE A HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. MANUFACTURER TO BE FERO'S 'RAP TIE' OR APPROVED SUBSTITUTION. 24 GA. VERT. METAL SIDING T.O. PARAPET 42'-0' A.F.F. B.O. WINDOW T-O' ABOVE 4TH F.F 24 GA. HORIZ. METAL SIDING B.O. WINDOW 3'-0' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. B.O. WINDOW 7'-0' ABOVE 3RD F.F. I B.O. WINDOW 3'-0' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. B.O. WINDOW 7'-0' ABOVE 2ND F.F. VINYL WINDOWS TYP. B.O. WINDOW 3'-0' ABOVE 2ND F.F. P-TAC UNIT TYP. AT UNITS T.O. 2ND F.F. W-3-3/4' A.F.F. 19, BEAM PER STRUCT/ WRAP W/ CEDAR 8 X 8 WOOD COLUMN PER STUCTURAL PRIME. PNT. TYP. 24 X 24 CONCRETE PLYNTH W/ MOO LINER PANEL FOR SMOOTH ARCHITECTURAL FINISH CHAMFER ALL EDGES TYP. SCALE: 1/4'4-0' TRII B.O. WINDOW T-0' ABOVE 4TH F.F. is B.O. WINDOW 3'-0' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. B.O. WINDOW T-O' ABOVE 3RD F.F. B.O. WINDOW 3'-0' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. B.O. WINDOW 7'-0' ABOVE 2ND F.F. B.O. WINDOW 3'-0' ABOVE 2ND F.F. T.O. 2ND F.F. 11'-3-3/4' A.F.F. Al 6'-0' TAL� DECORATIVE ORNAMEN AL BLACK MTL. FENCING T^ ICI% CI ^^n n. A• SCALE: 1/4'4-0' MATERIAL SCHEDULE MATERIAL: MANUFACTURER: COLOR: HMF/ HMD EXTERIOR PAINT COLORS PAINT #1 1 BENJAMIN MOORE TBD METAL HR 36 HORIZONTAL SIDING METAL #1 AEP SPAN JTBD METAL HR 36 VERTICAL SIDING METAL #2 JAEP SPAN TBD METAL MINI V RIB SIDING METAL #3 AEP SPAN TBD CONCRETE MASONRY UNIT CMU #1 MUTUAL MATERIALS I GROUND FACED - COLOR TBD DOWNSPOUT/ GUTTERS METAL #2 1 AEP SPAN ICOLOR TBD COLORED CONCRETE CONC. COLOR #1 1 DAVIS COLORS ADOBE SOFFITS EXT. GWB SAND PEPPLE FINE STUCCO FINISH COAT COLOR TBD ALUMINUM STOREFRONT WINDOW SYSTEMS (INSULATED -THERMALLY BROKEN) ANODIZED I ARCADIA JTBD GLAZING 1 INCH) ANNEALED GLASS) CLEAR + CLEAR PPG SOLARBAN 60 CLEAR LOW E AS REQ'D TO MEET .39 UV AND .40 SC METAL PARAPET CAP METAL #1 JAEP SPAN JTBD ORNAMENTAL FENCE TBD IBLACK WINDOWS TBD I COLOR TBD CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 6429 EG STERED HITECT STATE SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 �rA ABER CONSTRUCTION 360.354.3500 19-312 REVISIONS: PRELIM SET 5-21-19 6/14/19 PERMIT SUBMITTAL �8/27/19 PERMIT REVISIONS SHEET TITLE: ELEVATIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A��j 0 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. E r; R G; � O O A-4.1 F U COVERED PARKING BUILDING SECTION 'A' UNIT NUNIT HOUSEKEEPING ELEV. EQUIP. HALL EC PT ON � o �UNIT Q IT A 2-HOUR SHAFT — TYP. AT ALL STAIRWELLS TO UNDERSIDE OF ROOF DECK C IT C ELECTRICAL T.O. PARAPET 42'-0' A.F.F. T.O. SHEATHING 40'-7' A.F.F. T.O. WINDOW T-O' ABOVE 4TH F.F. B.O. WINDOW 4'-0' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. T.O. WINDOW 7'-0' ABOVE 3RD F.F. B.O. WINDOW 4'-0' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. T.O. WINDOW T-O' ABOVE 2ND F.F. B.O. WINDOW 4'-0' ABOVE 2ND F.F. T.O. 2ND F.F. W-3-3/4' A.F.F. T.O. FINISHED FLOOR 0'-0' SCALE: 1/4'=1'-O' CAA RLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 642s EG STERED HITECT STATE SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 M[3FJ� CONSTRUCTION 360.354.3500 19-312 REVISIONS: PRELIM SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A — oO COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. EO G 0 H I--- - T.O. PARAPET 42'-0' A.F.F. T.O. SHEATHING 40'-7' A.F.F. T.O. WINDOW 7'-0' ABOVE 4TH F.F. B.O. WINDOW 1'-6' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. 2 OPP. 1/4' PER\12' ROOF SLOPE I C NFERENCE ROOM T.O. WINDOW 7'-0' ABOVE 3RD F.F. _ � I B.O. WINDOW 3'-0' ABOVE 31RD F.F. BRE KROOM T.O. 3RD F.F. 21'-2' A.F.F. _1 1 T.O. WINDOW 7'-0' ABOVE 2ND F.F. _ HOUSE- B.O. B.O. WINDOW 3'-0' ABOVE 2ND F.F. T.O. II cc T.O. FINISHED PLO, )R 0'4 HOUSEKEEPING ELEV. EQUIP. cV 2-HOUR SHAFT. TYP. AT ELIEVA O a I - 0 FICE REST ROOM ELEVATOR ,. i' L 1 � -� ---------------�-- BUILDING SECTION 'B" HALL HALL HALL 1/4' PER 12' ROOF SLOPE 2-HOUR SHAFT TYP. AT STAIRS AND VENT STAIR k: T.O. PARAPET 42'-0' A.F.F. T.O. SHEATHING 40'-7' A.F.F. T.O. WINDOW 1'-5' ABOVE 4TH F.F. T.O. 4TH F.F. 31'-0-1/4' A.F.F. B.O. WINDOW 8'-0' ABOVE 3RD F.F. T.O. LANDING 5'-0' ABOVE 3RD F.F. T.O. WINDOW 1'-5' ABOVE 3RD F.F. T.O. 3RD F.F. 21'-2' A.F.F. B.O. WINDOW T-11' ABOVE 2ND F.F. T.O. LANDING 4'-11' ABOVE 2ND F.F. o. T.O. WINDOW 0'-8' ABOVE 2ND F.F. T.O. 2ND F.F. 11'-3-3/4' A.F.F. B.O. WINDOW 8'-8' A.F.F. T.O. LANDING 5'-8' A.F.F. - - -v I. - I T.O. FINISHED FLOOR 0'-0' SCALE: 1/4'=1'-O' C'ARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 642s EG STERED HITECT STATE SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 rmrER CONSTRUCTION 360.354.3500 19-312 REVISIONS PRELIM SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A - - I COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S BUILDING SECTION 'C' ET 42'-0' A.F.F. HING 40'-7' A.F.F. F. 31'-0-1/4' A.F.F. F. 21'-2' A.F.F. F. 11'-3-3/4' A.F.F. ED FLOOR 0'-0' SCALE: 1/4'=1'-O' CAA RLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 6429 STATE TERED ITECT SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 M[3FJ� CONSTRUCTION 360.354.3500 19-312 REVISIONS: PRELIM SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. BUILDING SECTION 'D' C'ARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 6429 EG STERED HITECT STATE SALISH INN 907 30TH STREET � ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 rER aNsrnoN � 360.354.3500 SCALE: 1/4'=1'-O' 19-312 REVISIONS PRELIM SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A o j COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. BUILDING SECTION 'E" i0 C�PRLETTI ARCHITECTS P.S. architecture, planning, interior design )P. 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 SCALE: 1/4'=1'-O' 6429 STATE TERED ITECT SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 WFJ� CONSTRUCTION 360.354.3500 19-312 REVISIONS: PRELIM. SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. ob T.O. WINDOW 8'-0' A.F. IF T.O. FINISHED FLOOR BUILDING SECTION 'F" ET 42'-0' A.F.F. HING 40'-7' A.F.F. r'-O' ABOVE 4TH F.F. F. 31'-0-1/4' A.F.F. 14, 7'-0' ABOVE 3RD F.F 21'-2' A.F.F. 7'-0' ABOVE 2ND F.F. F. W-3-3/4' A.F.F. ED FLOOR 0'-0' Ah i SCALE: 1/4'=1'-O' C'ARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: NO 0� 424-0394 Fax: 424-5726 642s EG STERED HITECT STATE SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 rmrER CONSTRUCTION 360.354.3500 19-312 REVISIONS: PRELIM. SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: SECTIONS PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME A - .5 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. TYP. ROOF CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 T.O. PARAPET CAP 42'-0' A.F.F. MY SHT. METAL PARAPET CAP 9 7/10 A-6.4 jh T.O. ROOF SHEATHING 40'-7' A.F.F. RIM JOIST PER STRUCTURAL HEADER PER STRUCTURAL T.O. WINDOW T-O' ABOVE 2ND F.F. SHT. MTL. DRIP EDGE 1w In VINYL WINDOW SHT. MTL. DRIP EDGE B.O. WINDOW 1'-6' ABOVE 2ND F.F. IRV 12 -6. T.O. FOURTH FLOOR 31'-0-1/4' A.F.F. RIM JOIST PER STRUCTURAL GRID SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F TYP. FLOOR CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 SLOPE RIM JOIST PER STRUCTURAL T.O. THIRD FLOOR 21'-2' A.F.F. mv TYP. WALL CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE T.O. WINDOW T-O' ABOVE 2ND F.F. ACP CEILING I IV HEADER PER STRUCTURAL GWB JAMB/ HEAD WINDOW B.O. WINDOW 3'-0' ABOVE 2ND F.F. IV SHT. MTL. DRIP EDGE 1 X 4 WD SILL TYP. FLOOR CONSTRUCTION RIP AS REQ'D. (11 HOUR RATED TYPICAL PRIME & PAINT SEE 1/A-5.0 1 X 4 APRON PRIME & PAINT HEADER PER STRUCTURAL T.O. WINDOW T-O' ABOVE 2ND F.F. ACP CEILING SHT. MTL. DRIP EDGEIF F-HEAD GWB JAMB/ VINYL WINDOW 11 1 X 4 WD SILL RIP AS REQ'D. SHT. MTL. DRIP EDGE PRIME & PAINT B.O. WINDOW 3'-0' ABOVE 2ND F.F. 1 X 4 APRON PRIME & PAINT TYP. FLOOR CONSTRUQjj0hLI AL 111 HOUR RATED TYPIC SEE 1/A-5.0 RIM JOIST PER STRUCTURAL - T.O. THIRD FLOOR 21'-2' A.F.F. TYP. WALL CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE Dr:::\��-HEAD T.O. WINDOW 7'-0' ABOVE 2ND F.F. mv ACP CEILING HEADER PER STRUCTURAL GWB JAMB/ DOW --�TYPICALxWALL SECTION CONTINUED SCALE: 3/4'=1'-O' T.O. SECOND FINISHED FLOOR 11'-3-3/4' A.F.F. BLOCKING PER STRUCTURAL SHI. MIL. DRIP EDGE 1X4WDSILL RIP AS REQ'D. PRIME & PAINT 1 X 4 APRON PRIME & PAINT ACP CEILING GWB JAMB/ HEAD 1 X 4 WD SILL RIP AS REQ'D. PRIME & PAINT 1 X 4 APRON CLR. LAQ. I PRIME & PAINT 2' CONT. STRIP VENT METAL SIDING SHT. MTL. DRIP EDGE SHT. MTL. DRIP EDGE CULTURED STONE CAP / 13 A-6 TYP. WALL CONSTRUCTION (11 HOUR RATED TYPICAL GROUND FACE CMU-VENEER 0/ V AIR SPACE 0/ 60 MIN. B.P. 0/ TYVEK BUILDING WRAP 0/ SHEATHING 0/ 2 X 6 FRAMING 0 16' O.C. W/ R-21 BATT INSULATION W/ VAPOR BARRIER WARM SIDE W/ 5/8' GWB INTERIOR FACE TAPE. MUD, SAND. PRIME. PNT T.O. CMU VENEER BEYOND/ ' A.F.F. ANCHOR BOLT PER ;STRUCTURAL B.O. WINDOW 3'-0' A.F.F. >. X 6 P.T. SILL PLATE NERVESTRAL FLASHING/ WEEPS EA GRAVEL SLAB EDGE INSULA /IO��— T.O. FINISHED FLOOR - FINISHED GRADE SLOPE Ys':1'-O' — — — — — 6' PVC TIGHT LINE FOR I I —I I MI I I —I I MI I I —I I M DOWN SPOUTS SEE CIVIL I-� I I I -I I I —I I I —I I I —I I I- DWGS FOR LOCATION TYP. III=I I=I I I -I I I —I 4' PVC PERFERORATED =I I I —I I (- FOOTING DRAIN TOAPPROVED OUTFLOW WRAP 1— I I I I=I I I=I WITH FILTER FABRIC AND — FREE DRAIN MATERIAL. I— — CONC. FOOTING/ STEM WALL PER STRUCTURAL —,- TYPICAL. WALL SECTION RID d m. TYP. ROOF CONSTRUCTION (1) HOUR RATED TYPICAL 60 MIL TPO ROOFING 0/ R-38 RIGID INSULATION 0/ 6 MIL VAPOR BARRIER 0/ J' DENSDECK 0/ 3/4' SHEATHING 0/ 11-7/8' TJI ROOF JOISTS 6 24' O.C. W/ 7/8' HAT CHANNEL W/ 5/8' GWB. TAPE. MUD, SAND, PRIME, PNT. TYP. LEVEL 4 FINISH T.O. PARAPET CAP 42'-0' A.F.F. SHT. TAL PARAPET CAP 7/10 A-6.4 T.O. ROOF SHEATHING 40'-7' A.F.F. I' I -.,—RIM JOIST PER STRUCTURAL -HEADER PER STRUCTURAL T.O. WINDOW T-O' ABOVE 2ND F.F. -SHT. MTL. DRIP EDGE 16 A-6.2 VINYL WINDOW -SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. 12 -6. T.O. FOURTH FLOOR 31'-0-1/4' A.F.F. —RIM JOIST PER STRUCTURAL —SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. CARLETTI ARCbITECTS P.S. - TYP. FLOOR CONSTRUCTION architecture, planning, interior design (11 HOUR RATED TYPICAL 1' GYP CRETE 0/ 116 EAST FIR STREET 3/4' SHEATHING 0/ SUITE A 14' TJI FLOOR JOISTS 0 16' O.C. W/ R-49 BATT INSULATION TO FILL MOUNT VERNON, WA. 98273 VOID W/ 7/8' HAT CHANNEL W/ 5/8' GWB, TAPE. MUD. SAND, Phone: 0� 424-0394 PRIME. PNT. TYP. LEVEL 4 FINISH Fax: 424-5726 RO -RIM JOIST PER STRUCTURAL T.O. THIRD FLOOR 21'-2' A.F.F. _ TYP. WALL CONSTRUCTION 9 (11 HOUR RATED TYPICAL EG STERED 24 GA. MTL. WALL PANLES 0/ HITECT TYVEK COMMERCIAL BUILDING WRAP 0/ 7PETERO SHEATHING 0/ 2 X 6 FRAMING 0 16' O.C. W/ TTIR-21 BATT INSULATION W/ STATE WASHING TON VAPOR BARRIER WARM SIDE 0/ W/ 5/8' GWB INTERIOR FACE TAPE. MUD. SAND. PRIME. PNT. LEVEL 4 FINISH -SHT. MTL. DRIP EDGE T.O. WINDOW T-O' ABOVE 2ND F.F. SAL I S H I N N 907 30TH STREET - HEADER PER STRUCTURAL ANACORTES, WA 98221 WINDOW EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM B.O. WINDOW 3'-0' ABOVE 2ND F.F. PHONE: 360-770-3701 -SHT. MTL. DRIP EDGE - TYP. FLOOR CONSTRUCTION r (11 HOUR RATED TYPICAL 1' GYP CRETE 0/ B E R 3/4' SHEATHING 0/ CONSTRUCTION 14' TJI FLOOR JOISTS 0 16' O.C. 360.354.3500 W/ R-49 BATT INSULATION TO FILL VOID W/ 7/8' HAT CHANNEL W/ 5/8' EXTERIOR GWB W/ STUCCO FINISH COAT T.O. SECOND FINISHED FLOOR 11'-3-3/4' A.F.F. 19-312 BEAM PER STRUCTURAL REVISIONS: I — BLOCKING PER STRUCTURAL SHT. MTL. DRIP EDGE PRELIM. SET 5-21-19 7/8' HAT CHANNEL W/ 5/8' GWB W/ STUCCO FINISH COAT 6/14/19 PERMIT SUBMITTAL HEADER PER STRUCTURAL BEAM PER STRUCTURAL T.O. WINDOW 7'-0' ABOVE 2ND F.F. WRAP W/ 5/8' GWB 8/27/19 PERMIT REVISIONS ACP CEILING SHT. MTL. DRIP EDGE METAL WALL PANELS "-HEADER PER SHT. MTL. DRIP EDGE STRUCTURAL GWB JAMB/ 2' CONT. STRIP VENT HEAD —ALUMINUM VINYL WINDOW SHT. MTL. CORNER TRIM STOREFRONT WINDOW SYSTEM METAL WALL PANELS BEYOND SHEET TITLE: SHT. MTL. DRIP EDGE 19 B.O. WINDOW 3'-0' ABOVE 2ND F.F. CULTURED STONE CAP TYP. WALL SECTIONS L— TYP. FLOOR CONSTRUCTION � 1 X 4WD SILL (1) HOUR RATED TYPICAL T.O. CMU VENEER 4'-0' A.F.F. RIP AS REQ'D,PRIME & PAIN j I 1' GYP CRETE 0/ 1 X 4 APRON PRIME & PAIN I 3/4' SHEATHING 0/ 14' TJI FLOOR JOISTS 0 16' O.C. W/ R-49 BATT INSULATION TO FILL TYP. SLAB CONSTRUCTION VOID W/ 7/8' HAT CHANNEL 4' SLAB ON GRADE W/ W/ 5/8' GWB. TAPE, MUD, SAND. #4 BAR 0 18' O.C. EA. WAY PRIME, PNT. TYP. LEVEL 4 FINISH PER STRUCTURAL 0/ 15 MIL VAPOR BARRIER I RIM JOIST PER STRUCTURAL 0/ 6' CAPILARY BREAK I CMU VENEER BEYOND PER GEO - TECH REPORT I T.O. THIRD FLOOR 21'-2' A.F.F. 0/ COMPACTED TYP. WALL CONSTRUCTION F- STRUCTURAL FILL (1) HOUR RATED TYPICAL Ir 24 GA. MTL. WALL PANLES 0/ ASPHALT PARKING GARAGE SURFACE TYVEK COMMERCIAL BUILDING WRAP 0/ PJC A-6.3 SHEATHING 0/ PER CIVIL ENINGEER PROJECT ARCHITECT: 2 X 6 FRAMING 0 16' O.C. W/ T.O. FINISHED FLOOR 0'-0' R-21 BATT INSULATION W/ PJC -----------------4------ VAPOR BARRIER WARM SIDE 0/ DRAWN BY: W/ 5/8' GWB INTERIOR FACE ' PJC TAPE. MUD. SAND. PRIME. PNT. _ I I I I IIII I LEVEL 4 FINISH i 6' PVC TIGHT LINE FOR CHECKED BY: IIIIIIIII—III SHT. MTL. DRIP EDGE i DOWN SPOUTS SEE CIVIL I=III=III=III=III=I I = I T.O. WINDOW 7'-0' ABOVE 2ND F.F. i DWGS FOR LOCATION TYP. EI I I=I I I=I I I=I I I=I I I=I 11- 4' PVC PERFERORATED DAT 08/19 i -I I I -I I I -I I I -I I I —I I I- H ADER PER STRUCTURAL i FOOTING DRAIN TO 19-312.DWG III=I I I=I I I=I I I=I I �- i APPROVED OUTFLOW WRAP I I I=I I I=I I I=I I i ---------------------- WITH FILTER FABRIC AND COMPUTER FILE NAME I I MI I I —I I MI I I FREE DRAIN MATERIAL. I I I=I I I l � l WINDOW ;IIIIIII5oo TYPICAL WALL. SECTION TYPICAL. WALL SECTION COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. CONTINUE1)SCALE: 3/4'=1'-O' SCALE: 3/4'=1'-O' SCALE: 3/4'=1'-O' �IiQ•i GWB JAMB/ HEAD 1 X 4 WD SILL RIP AS REQ'D. PRIME & PNT. 1 X 4 APRONI PRIME & PNT. GWB JAMB/ HEAD 1X4WDSILL RIP AS REQ'D. PRIME & PNT. 1 X 4 APRON — PRIME & PNT. X 4 WD SILL GRID RIP AS REQ'D. PRIME & PNT. TYP. ROOF CONSTRUCTION 1 X 4 APRON— (11 HOUR RATED TYPICAL PRIME & PNT. SEE 1/A-5.0 T.O. PARAPET CAP 42'-0' A.F.F. META DRIP EDGE 12 A-6.3 T.O. ROOF SHEATHING 40'-7' A.F.F. 6' MTL. BOX GUTTER 2 X 4 P.T. NAILER RIM JOIST PER STRUCTURAL HEADER PER STRUCTURAL T.O. WINDOW 7'-0' ABOVE 2ND F.F. SHT. MTL. DRIP EDGE GWB JAMB/ 16 HEAD WINDOW I � 1 X 4 WD SILL RIP AS REQ'D. PRIME & PNT. SHT. MTL. DRIP EDGE 1 X 4 APRON— PRIME8.0. WINDOW 9'-0' ABOVE 2ND F.F. &PNT. 12 T.O. FOURTH FLOOR 31'-0-1/4' A.F.F. —RIM JOIST PER STRUCTURAL HEADER PER STRUCTURAL T.O. WINDOW 7'-O' ABOVE 2ND F.F. SHT. MTL. DRIP EDGE WINDOW `SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. TYP. FLOOR CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 —RIM JOIST PER STRUCTURAL T.O. THIRD FLOOR 21'-2' A.F.F. TYP. WALL CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE T.O. WINDOW 7'-O' ABOVE 2ND F.F. HEADER PER STRUCTURAL GWB JAMB/ HEAD WINDOW TYPICAL WALL SECTION II 13 -6. GWB JAMB/ HEAD —SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. - TYP. FLOOR CONSTRUCTIO (1) HOUR RATED TYPICAL SEE 1/A-5.0 RIM JOIST PER STRUCTURAL T.O. THIRD FLOOR 21'-2' A.F.F. TYP. WALL CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE T.O. WINDOW T-O' ABOVE 2ND F.F. — HEADER PER STRUCTURAL — WINDOW i B.O. WINDOW 3'-0' ABOVE 2ND F.F. — SHT. MTL. DRIP EDGE - TYP. FLOOR CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 T.O. SECOND FINISHED FLOOR W-3-3/4' A.F.F. --� BEAM PER STRUCTURAL —BLOCKING PER STRUCTURAL —SHT. MTL. DRIP EDGE — METAL SIDING — HEADER PER STRUCTURAL T.O. WINDOW 8'-0' A.F.F. SHT. MTL. DRIP EDGE ALUMINUM STOREFRONT WINDOW SYSTEM —CULTURED STONE CAP BEYOND T.O. CMU VENEER 4'-0' A.F.F. TYP. SLAB CONSTRUCTION SEE 2/A-5.0 CMU VENEER BEYOND 15 SLAB EDGE INSULATION A-6.2 SHT. METAL FLASHING TYP. CULTURED STONE CAP CMU VENEER T.O. FINISHED FLOOR 0'-0' AK ------ s=--_ --- ' FINISHED GRADE SLOPE Ye':1'-O' I z i _ III i i iI I I I i i41—qI1= I I=III=1 i i LINE FOR —III—I —I —I I —I I I 4MI1SEE CIVIL I= I—I11OCATION TYP. I Ed I —I I El —I I I— —I I — PERFERORATED —I � I —I � I —III— '' III- I I 7�=OV� DRAIN TO 11—I I I —I I IED OUTFLOW WRAP —I I I —I I I —I I I I I=I I ITH FILTER FABRIC AND —I I —I __,o\�_ 4 I=_—IFREE DRAIN MATERIAL. —I 11=1 I I —I I I III ,; I CONC. FOOTING/ STEM — —IIII I I=I I I —I I I=I I I —I I I —I 15 WALL PER STRUCTURAL TYPICAL WALL SECTION GRID TYP. ROOF CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 T.O. PARAPET CAP 42'-0' A.F.F. SHT. METAL PARAPET CAP 7/10 A-6.4 T.O. ROOF SHEATHING 40'-7' A.F.F. RIM JOIST PER STRUCTURAL HEADER PER STRUCTURAL T.O. WINDOW 7'-0' ABOVE 2ND F.F. SHT. MTL. DRIP EDGE 16 A-6.2 WINDOW SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. 12 A-6.2 T.O. FOURTH FLOOR 31'-0-1/4' A.F.F. RIM JOIST PER STRUCTURAL HEADER PER STRUCTURAL ,` T.O. WINDOW 7'-O' ABOVE 2ND F.F. SHT. MTL. DRIP EDGE WINDOW SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. TYP. FLOOR CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 RIM JOIST PER STRUCTURAL T.O. THIRD FLOOR 21'-2' A.F.F. TYP. WALL CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 GWB JAMB/ HEAD TYP. ROOF CONSTRUCTION -----\ (1) HOUR RATED TYPICAL 1 X 4 WD SILL 60 MIL TPO ROOFING 0/ RIP AS REQ'D. TAPERED INSULATION 0/ PRIME & PNT. R-38 RIGID INSULATION 0/ 1/4' DENSDECK 0/ 1 X 4 APRON 6 MIL VAPOR BARRIER 0/ = PRIME &PNT. 3/4' SHEATHING 0/ 14' TJI ROOF JOISTS 0 24' O.C. W/ 7/8' HAT CHANNEL W/ 5/8' GWB. TAPE. MUD, SAND, PRIME. PNT. TYP. T.O. PARAPET CAP 12'-8' A.F.F. SHT. METAL PARAPET CAP ROOF DRAIN/ OVERFLOW PER ROOF PLAN jA T.O. SECOND FINISHED FLOOR 11'-3-3/4' A.F.F. METAL SIDING BEAM PER STRUCTURAL 4 BLOCKING PER STRUCTURAL SHT. MTL. DRIP EDGE 7/8' HAT CHANNEL W/ — 5/8' GWB W/ STUCCO FINISH COA SHT. MTL. DRIP EDGE T.O. WINDOW 7'-O' ABOVE 2ND F.F. HEADER PER STRUCTURAL WINDOW TYPICAL WALL SECTION GWB JAMB/ HEAD 1 X 4 WD SILL RIP AS REQ'D. CLR. LAQ. 1 X 4 APRON CLR. LAQ. IC 0 N T I N U E D SCALE: 3/4'=1'-0' � I J SCALE: 3/4'=1'-0' CONTINUED SCALE: 3/4'=1'-0' METAL SIDING SHT. MTL. DRIP EDGE SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. TYP. FLOOR CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 RIM JOIST PER STRUCTURAL - T.O. THIRD FLOOR 21'-2' A.F.F. TYP. WALL CONSTRUCTION — (1) HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE T.O. WINDOW T-O' ABOVE 2ND F.F. HEADER PER STRUCTURAL WINDOW TYP. FLOOR CONSTRUCTION (11 HOUR RATED TYPICAL SEE 1/A-5.0 SHT. MTL. DRIP EDGE B.O. WINDOW 3'-0' ABOVE 2ND F.F. SHEET MTL. REGLET/ SNAP LOCK FLASHING \ RUN TPO UNDER SNAP LOCK LASHING MINIMUM 6' w 2'-0' `—HEADER PER STRUCTURAL 13 GWB JAMB/ HEAD -6.2 ALUMINUM STOREFRONT WINDOW SYSTEM TYP. SLAB CONSTRUCTION SEE 2/A-5.0 �T T .Y t•t . ------------------ WALL PER STRUCTURALI— IIIi TYPICAL WALL SECTION 3 1 X 4 WD SILL RIP AS REQ'D. CLR. LAQ. 1 X 4 APRON CLR. LAQ. CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: RO 0� 424-0394 Fax: 424-5726 6429 EG STERED HITECT STATE SALISH INN GWB JAMB/ 907 30TH STREET HEAD ANACORTES, WA 98221 EK TERA ASARA, LLC 1 X 4 WD SILL 905 20TH STREET RIP AS REQ'D, CLR. LAQ. ANACORTES, WA 98211 1 X 4 APRON CONTACT: KULJIT SHOKER CLR. LAQ. EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 15 A-6.3 E R-1 trAAB CONSTRUCTION 360.354.3500 -- — 19-312 REVISIONS: 4'-0' PRELIM. SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SHEET TITLE: TYP. WALL SECTIONS Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. SCALE: 3/4'=1'-O' GRID GWB JAMB/ HEAD GWB JAMB/ HEAD GWB JAMB/ HEAD 5 BLOCKING PER STRUCTURAL METAL SIDING HEADER PER STRUCTURAL SHT. MTL. DRIP EDGE 18 A-6.3 VINYL SLIDER DOOR SHT_-MTL. FLASHING SET IN CONT. BED OF SEALANT PT 2 X 6 LEDGER ATTACH' PER STRUCTURAL JOIST -HANGER"' O.C. DECK SLOPE 1/8':1'-O' MET TYP. ROOF CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 T.O. PARAPET CAP 42'-0' A.F.F. META DRIP EDGE 12 A-6.3 T.O. ROOF SHEATHING 40'-7' A.F.F. 6' MTL. BOX GUTTER 2 X 4 P.T. NAILER MTL. SIDING BEAM PER STRUCTURAL SHT. MTL. DRIP EDGE T.O. DOOR 7'-0' ABOVE 2ND F.F. 7/8' HAT CHANNEL W/ 5/8' GWB W/ STUCCO FINISH COAT DARK BRONZE ANODIZED ALUMINUM GUARDRAIL SYSTEM 42' A.F.F. EPDXY WATERPROOF DECK SYSTEM 0/ 1-1/8' PLYWOOD 0/ 2 X 6 PT JOISTS 0 16' O.C. BLOCKING PER STRUCTURAL W/ H2.5 JOIST TO BEAM T.O. FOURTH FLOOR 31'-0-1/4' A.F.F. DOUBLE PT 2 X 10 RIM BOARDS PER STRUCTURAL tT PT BEAM PER STRUCTURAL POCKET IN WALL FRAMING 16 A-6.3 I T.O. DOOR 7'-0' ABOVE 2ND F.F. —SHT. MTL. DRIP EDGE SLIDER DOOR TYP. FLOOR CONSTRUCTION "OUR -RATED TYPICAL SEE 1/A-5.0 SHT. MTL. FLASHING SET IN CONT. BED OF SEALANT PT 2 X 6 LEDGER ATTACH' PER STRUCTURAL W/ liv:l-v -RIM JOIST PER STRUCTURAL TYP. WALL CONSTRUCTION METAL -SIDING HEADER PER STRUCTURAL 4.1 TYPICAL WALL SECTION DARK BRONZE ANODIZED ALUMINUM GUARDRAIL SYSTEM 42' A.F.F. EPDXY WATERPROOF DECK SYSTEM 0/ 1-1/8' PLYWOOD 0/ 2 X 6 PT JOISTS 0 16' O.C. BLOCKING PER STRUCTURAL W/ H2.5 JOIST TO BEAM T.O. THIRD FLOOR 21'-2' A.F.F. -DOUBLE PT 2 X 10 RIM BOARDS PER STRUCTURAL - PT BEAM PER STRUCTURAL POCKET IN WALL FRAMING T.O. DOOR T-O' ABOVE 2ND F.F. GWB JAMB/ HEAD 5 -SEE 1/A-5.0 SHT. MTL. FLASHING SET It"ONT. BED OF SEALAt PT 2 X 6 LEDGER ATTAC PER STRUCTURAL W/ I�nT 1 1 •I��nn .'.^ — -- RIM JOIST PER STRUCTURAL TYP. WALL CONSTRUCTION (11 HOUR RACTED TYPICAL SEE 1/A-5.0 TYPICAL METAL J..;, SHT. MTL. FLASHING SET IN CONT. BED OF SEALANT Y9 19 LEDGER -ATTACH' PER STRUCTURAL W/ JOIST HANGERS 16' O.C. BEAM PER STRUCTURAL 10 -6.3 I- '� WALL SECTION DARK BRONZE ANODIZED ALUMINUM GUARDRAIL SYSTEM 42' A.F.F. EPDXY WATERPROOF DECK SYSTEM 0/ 1-1/8' PLYWOOD 0/ 2 X 6 PT JOISTS 0 16' O.C. BLOCKING PER STRUCTURAL W/ H2.5 JOIST TO BEAM T.O. THIRD FLOOR 21'-2' A.F.F. DOUBLE PT 2 X 10 RIM BOARDS PER STRUCTURAL PT BEAM PER STRUCTURAL POCKET IN WALL FRAMING T.O. DOOR T-0' ABOVE 2ND F.F. DARK BRONZE ANODIZED ALUMINUM GUARDRAIL SYSTEM 42' A.F.F. EPDXY WATERPROOF DECK SYSTEM 0/ 1-1/8' PLYWOOD 0/ 2 X 12 JOISTS 0 16' O.C. RIP TOP FOR SLOPE AS REO'D W/ SPRAY INSULATION FOR R-38 VALUE W/ 7/8' HAT CHANNEL W/ 5/8' GWB, TAPE. MUD. PRIME. PNT. TYP. CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: RO 0� 424-0394 Fax: 424-5726 6429 EG STERED HITECT STATE SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM PHONE: 360-770-3701 rMA ER �B CONSTRUCTION 360.354.3500 T.O. SECOND FINISHED FLOOR W-3-3/4' A.F.F. SHT. MTL. DRIP EDGE 19-312 2 X 10 RIM BOARDS PER STRUCTURAL REVISIONS: -SHT. MTL. DRIP EDGE PRELIM. SET 5-21-19 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS -SHT. MTL. DRIP EDGE SHEET TITLE: -CULTURED STONE CAP TYP. WALL SECTIONS T.O. CMU VENEER 4'-0' A.F.F. -TYP. WALL CONSTRUCTION (1) HOUR RATED TYPICAL SEE 1/A-5.0 - TYP. SLAB CONSTRUCTION SEE 2/A-5.0 ANCHOR BOLT PER STRUCTURAL r-- 2 X 6 P.T. SILL PLATE SLAB EDGE INSULATION NERVESTRAL FLASHING/ WEEPS PEE GRAVEL CMU VENEER PJC T.O. FINISHED FLOOR 0'-0' PROJECT ARCHITECT: FINISHED GRADE PJC SLOPE Y':1'-0' DRAWN BY: I —III —I — I I owt ftli r::W0I IFOR III=1 I I=1 Door: CIVIL PH CHECKED BY: III= I=I IIII f- `T 0 LOCATION TYP. C PERFERORATED 02/08/19 OTING DRAIN TO DATE III=I - PROVED OUTFLOW WRAP I -I I H FILTER FABRIC AND 19-312.DWG -I I I— FREE DRAIN MATERIAL. COMPUTER FILE NAME CONC. FOOTING/ STEM WALL PER STRUCTURALA - 52 0 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. CONTINUED SCALE: 3/4'=1'-O' SCALE: 3/4'4-0' 5'-0' SECTION 1011 STAIRWAY NOTES: SECTION 1014 HANDRAIL NOTES: SECTION 1015 GUARDRAIL NOTES: 1. STAIRWAY WIDTH TO BE NO LESS THAN 44' CLEAR UNLESS 1. HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. 1. PROVIDE GUARDRAIL MIN. 42' ABOVE NOSE OF TREAD/LAND LLNN�? TANDPIPE COORD. SERVING AN OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS. OR FINISH SURFACE OF RAMP SLOPE. SHALL BE UNIFORM. FOR ALL HEIGHTS 30' A.F.F. OR GREATER TYP. CLEARANCE REQ'S W/ THEN REQUIRED WIDTH IS 36' NOT LESS THAN 34 INCHES AND NOT MORE THAT 38 2. MAX. SPHERE OPENING TO BE 4' BETWEEN MEMBERS UP TO A FIRE MARSHALL 2. MIN. CLEAR HEAD HEIGHT ABOVE ANY TREAD NOSING IS 6'-8'. INCHES. HEIGHT OF 36'. OPENING CAN BE 4 3/8' FROM 36' TO 42'. 3. MAXIMUM RISER HEIGHT 7'. TREAD WIDTH 11'. RISERS TO BE 2. HANDRAIL- GRIPPING SURFACE SHALL BE CONTINUOUS. 3. THE TRIANGULAR OPENING FORMED BY THE RISER. TREA & CLOSED OFF. NO OPEN RISERS ALLOWED. WITHOUT INTERRUPTION BY NEWEL POST OR OTHER BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY CAN BE OF 4. PROVIDE HANDRAILS EA. SIDE OF STAIRS. HANDRAILS TO BE OBSTRUCTIONS. A MAXIMUM SIZE SUCH THAT A SPHERE OF 6' IN DIA. CANNOT 1-Y2' GRASPABLE DIA. MIN. 34' -MAX. 38' ABOVE NOSE OF 3. HANDRAILS SHALL RETURN TO A WALL. GUARD. OR PASS THROUGH THE OPENING BETWEEN RISER. TREAD AND BTM. TREAD/LANDING. MTD. 36' TYP. A.F.F. PROVIDE MIN. 1-1/2' WALKING SURFACE OR SHALL BE CONTINUOUS TO THE RAIL. DISTANCE BETWEEN HANDRAIL AND WALL SURFACES. HANDRAIL OF ADJACENT STAIR FLIGHT OR RAMP RUN. 4. 21' DIA. OPENING BETWEEN VERTICAL & HORIZONTAL MEMBERS 5. PROJECTIONS INTO CLEAR STAIRWAY WIDTHS SHALL NOT WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN IS ALLOWED IN INDUSTRIAL APPLICATIONS NOT ACCESSIBLE TO EXCEED 4.5' AT OR BELOW THE HANDRAIL HEIGHT. FLIGHTSTHE HANDRAIL SHALL EXTEND HORIZONTALLY AT . THE PUBLIC IN GROUP I-3. F. H. OR S OCCUPANCIES. 6. EXTERIOR TREADS/RISERS TO BE OPEN DIAMOND PLATE MESH LEAST 12 INCHES BEYOND THE TOP RISER AND CONTINUE 5. GUARDRAILS SHALL HAVE A HANDRAIL PER SECTION 1014 OF TO ALLOW WATER/SNOW TO DRAIN. TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE IBC 7. TREAD NOSING SHALL HAVE A CURVATURE OR BEVEL NOT LESS 4. BOTTOM RISER. HANDRAILS SHALL BE ON BOTH SIDES OF STAIRS. THAN 1/16' BUT NOT MORE THAN 9/16' 5. CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 8. STAIR TREADS TO BE UNIFORM IN ANY FLIGHT OF STAIRS. 9. STAIR LANDINGS SHALL BE NOT LESS THAN THE WIDTH OF NOT LESS THAN 1.5.6. PROJECTION OF HANDRAIL FROM WALL SHALL NOT 1j DIA. STEEL POWDER COATED STAIRWAY SERVED. LANDING DEPTH PERPENDICULAR TO STAIR EXCEED 4.5' HANDRAIL MTD. 36' A.F.F. SHALL NOT BE LESS THAN STAIRWAY WIDTH. 7. CIRCULAR CROSS SECTION SHALL NOT BE LESS THAN TYP. EA. SIDE OF STAIR. 1.25' OR GREATER THAN 2'. ,,\,COMMON STAIR TOWER 9 RISERS 0 6.65' 10 TREADS 0 11' ,K 60' X 54' FRONT APPROACH PULL I SIDE CLEAR. PLAN 413 2) SCALE: 1/4'=1'-O' RISERS 0 6.56' RISERS 0 6.65' 10 TREADS 0 11' V9 10 TREADS 0 11' F9 5'-0' T-4' 5'-0' 4'-10t 4'-10t 0 P RAPET 42'-0' A.F.F. 10 EATHING 40'-7' A.F.F. 5'-0' 7' 4' 1 5,-0. 60' X 54' FRONT 0 o`F� N. APPROACH PULL SIDE CLEAR. AL 9 RISERS 0 6.56' 10 TREADS 0 11' PLAN NDOW 1'-5' ABOVE 4TH F.F. STAIR 313 20 H F.F. 31'-0-1/4' A.F.F. SCALE: 1/4'=1'-O' NDOW 8'-0' ABOVE 3RD F.F. RISERS 0 6.56' 9 RISERS 0 6.56' 10 TREADS 0 11' V9 10 TREADS 0 11' 5'-0. T-4' 5'-0' NDING 5'-0' ABOVE 3RD F.F. 4'-10t 4'-10f mod- ."* 0 `F UP NDOW 1'-5' ABOVE 3RD F.F. F.F. 21'-2' A.F.F. 7' 4' 5'-0' 60' X 54' FRONT NDOW 7'-11' ABOVE 2ND F.F. APPROACH PULL 0 `F DN. SIDE CLEAR. NDING 4'-11' ABOVE 2ND F.F. NDOW 0'-8' ABOVE 2ND F.F. D F.F. 'IT-3-3/4' A.F.F. NDOW 8'-8' A.F.F. NDING 5'-8' A.F.F. IISHED FLOOR 0'-0' 10 RISERS 0 6.78' 11 TREADS 0 11' ,,R �213 1-1/2' DIA. HANDRAIL 10 RISERS 0 6.78' EA. SIDE MAX. 36' A.F.F. 11 TREADS 0 11' EXTEND 12' TOP AND BTM. L,,. 77� OF STAIRS 5'-0' '-3 ��% STAIR 106 SCALE: 1/4'•1'-0' `- f 10 RISERS 0 6.78' 11 TREADS 0 11' PLAN SCALE: 1/4'=1'-O' 7 LINEN CHUTE PLAN SCALE: 1/4'=1'-O' C ARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET 9 RISERS 0 6.65' STANDPIPE COORD. SUITE A ROOF HATCH V10 TREADS 0 11' CLEARANCE REQ'S W/ FIRE MARSHALL MOUNT VERNON, WA. 98273 ACCESS LADDER 5'-0. T-4' 5'-0' 4'-10t 4'-10r 601 424-0394 Phone: R60 Fax: 424-5726 ^3Nk 'ram --'t 0 O -6. 9 E STERED HITECT 7PEERO 60' X 54' FRONT APPROACH PULL DN. o p TTTI STATE WASHINGTON SIDE CLEAR 1J DIA. STEEL POWDER COATED HANDRAIL MTD. 36' A.F.F. TYP. EA. SIDE OF STAIR. STAI � 417 1 9 RISERS 0 6.65'- 10 TREADS 0 11' 4'-10r UP. 60' X 54' FRONT APPROACH PULL - SIDE CLEAR I� STAIR 318 5'-0' 4'-10t 60' X 54' FRONT APPROACH PULL - SIDE CLEAR. UP I R �219 \-9 RISERS 0 6.48' 10 TREADS 0 11' PLAN SALISH INN 907 30TH STREET ANACORTES, WA 98221 SCALE: 1/4'=1'-0' 9 RISERS 0 6.56' STANDPIPE COORD. 10 TREADS 0 11' CLEARANCE REQ'S W/ FIRE MARSHALL 7'-4' 5'-0' EK TERA ASARA, LLC 4'-10f 905 20TH STREET 9 RISERS 0 6.56' 10 TREADS 0 11' 9 RISERS 0 6.56' 10 TREADS 0 11' 7'-4' ANACORTES, WA�98211 3 CONTACT: KULJIT SHOKER -6 EMAIL: JAS.SH037@GMAILCOM PHONE: 360J70-3701 MERtI CONSTRUCTION 360.354.3500 PLAN 19-312 SCALE: 1/4'=1'-O' STANDPIPE COORD. REVISIONS: CLEARANCE REQ'S W/ 5'-0' PI MARSHALL 6/14/19 PERMIT SUBMITTAL 4'-10t 8/27/19 PERMIT REVISIONS 3 � 0 0 2-HOUR RATED STAIR ENCLOSURE TYP. 0 0 FN 10 RISERS 0 6.78' 11 TREADS 0 11' PLAN SHEET TITLE: 1-1/2' DIA. HANDRAIL 20 RISERS 0 6.78' EA. SIDE MAX. 36' A.F.F. 11 TREADS 0 11' EXTEND 12' TOP AND BTMq OF STAIRS 4'-1' � � STAIR 111 STAIR TOWER SCALE: 1/4'=1'-O' STANDPIPE COORD. CLEARANCE REQ'S W/ FIRE MARSHALL ''0 M 3 - 6. ;D PJC PROJECT ARCHITECT: 0 r0� P J C DRAWN BY: jr PJC CHECKED BY: 1-1/2' DIA. HANDRAIL EA. SIDE MAX. 36' A.F.F. 02/08/19 EXTEND 12' TOP AND BTM. OF STAIRS PLAN DATE 19-312.DWG COMPUTER FILE NAME SCALE: 1/4'=1'-0' A-6.0 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. GRIND SMOOTH ALL WELDS TYP. POWDERCOATED 1 1/2' STEEL PIPE W/ 3/4' STEEL PIPE ATTACHMENT WELD TO STEEL PLATE TYP. (4) LAG BOLTS INTO SOLID BLKG. 1L >i Q 0 0 4 X 4 STEEL PLATE BRACKETS SPACED EQUALLY (6 FT. O.C. MAX.) U.N.O. 0 WALL TYP. POWDERCOATED 1 1/2' STEEL PIPE W/ 3/4' STEEL PIPE ATTACHMENT WELD TO STEEL PLATE TYP. BRACKETS SPACED EQUALLY (6 FT. O.C. MAX.) U.N.O. PROVIDE BLOCKING IN WALL AS REQUIRED TO ATTACH BRACKETS WALL PER WALL TYPES LAG INTO WALL SOLID BLOCKING BLKG SBER STAIR SKIRT kRPET BLKG STRUCT. R PER STRUC. BEYOND 8' GWB SBER STAIR SKIRT ,RPET ! WD BLKG RPET B PLYWD RINGER PER STRUC YOND Y GWB �19 HANDRAIL � STAIR LANDING � STAIR TREAD SCALE: 1 1/2'=1'-0' 17 SCALE: 3'=1'-0' 1 SCALE: 3'=1'-0' NOTE: GWB OF 1-HOUR CLG TO RUN OVER GWB/ HAT CHANNEL AND CAULKED/ SEALED TO WALL TOP PLATE Iu � 2X6 WD BLKG RUBBER STAIR SKIRT CARPET CARPET OSB PLYWD BEAM SEE STRUCT. STRINGER PER STRUC BEYOND 5/8' GWB SEE WALL TYPES RAMSET ANCHOR 0 24' O.C. �OR A.B. PER STRUCT. AT WOOD FRAMING ATTACH PER STRUCTURAL BASE & FINISH PER SCHEDULE PARTITION EASE SECTION SCALE: 3'=1'-O' 5/8' GYPSUM BOARD 0/ 2X4 WD STUDS 6 16' O.C. W/ 5/8' GYPSUM BOARD f'0 COMMON NALLS FRAME TO B.O. OF FLOOR/ CEILING ASSEMBLY 1 X _ WD CAP X 3 SKIRT I8' GWB X 4 WALL FRAMING 1 HOUR RATED CLG ASSEMBLY TYP. rATTIC BATT INSULATION I---PRE-FAB WD TRUSS G TYPE 'X' GWe 'ER 1/2' HAT IANNEL TYP. CLG GWB TO I'E. CRITICAL / HAT CHANNEL 4LL WITH ' INSULATION SIDES OF WALL ARTITION HEAD TO CLG LID SCALE: 3'=1'-O' RUBBER ST/ CARPET C OSB PLYN 2X_WAL PER PLAN 5/8' GWB STRINGER 5/8' GWB ENVELOPE REQUIREMENTS PER 2015 IECC, WSEC AMENDMENTS REFERENCE CHAPTER 51-11C WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS REGULATED BY STATE CODE. CAULK ALL SILL PLATES ON INTERIOR AND EXTERIOR SIDE OF PLATES TO ENSURE FULL BUILDING LEAKAGE SEAL. CAULK ALL WDO'S / PENETRATIONS FOR AIR LEAKAGE SEAL. INSTALL CLG GWB FIRST. CAULK SEAL GWB TO TOP PLATE OF ALL PARTITION WALLS WITH FIRE RATED CAULK FOR 1-HOUR RATED CLG ASSEMBLY AND AIR LEAKAGE SEAL PRIOR TO ANY WALL GWB INSTALLATION. SEE SHEET A-0.1 FOR ADDITIONAL NOTES ON REQUIRED TESTING AND CODE REFERENCES. BUILDING OFFICIAL TO CHOOSE 12 UNITS AT RANDOM TO BLOWER DOOR TEST. NOTE CLG ASSEMBLY IS 1-HOUR RATED AND ALL PENETRATIONS MUST MEET REQUIRED FIRE SAFETY RATING. 1-HOUR RATED WALL 5/8' GYPSUM BOARD 0/ 1/2' HAT CHANNEL 0/ 2X4 WD STUDS STAGGERED 16' O.C. 0/ 2X6 P.T. WD PLATE W/ R-11 BATT INSULATION W/ 1/2' RC CHANNEL W/ 5/8' GWB CAULK SEAL GWB TO 1-HOUR RATED CLG 2-HOUR RATED WALL RUBBER STAIR SKIRT STRINGER PER STRUC BEYOND CARPET 0/ OSB PLYWD(TYP) < 1X2 WD BLKG 3/4' PLYWD(TYP) PT 2X6 CONT. WD w/NOTCH ®STRINGERS /�DCCAI nl IIE BETWEEN GWB AT ;T TO LIVING UNITS LAYERS 5/8' TYPE (X) rPSUM BOARD 0/ ?' SHEATHING PER STRUC. ;6 WD STUDS 0 16' O.C. W/ 11 BATT INSULATION 0/ LAYERS 5/8' TYPE (X) rPSUM BOARD 0/ CAULK SEAL GWB TO 1-HOUR RATED CLG FRAME TO B.O. OF FLOOR SHEATHING ABOVE STAIR LANDING F2-HOUR RATED WALL T) 2X6 WD STUD WALL 2-HOUR- SHEAR scare s.r-o�� 0 5/8' GYPSUM BOARD 0/ 1/2' SHEATHING PER STRUC. 2X4 WD STUDS STAGGERED 16' O.C. 0/ 2X6 P.T. WD PLATE W/ R-11 BATT INSULATION 1/2' HAT CHANNEL W/ 5/8' GWB CARPET 0/ OSB PLYWD(TYP) CARPET 0/ OSB PLYWD(TYP) C ARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 4360� 424-0394 Fax: 360 424-5726 7AVSTERED HITECT r�� 5-8-18 SALISH INN 907 30TH STREET ANACORTES, WA 98221 STRINGER PER STRUC EK TERA ASARA, LLC BEYOND 905 20TH STREET WD JOISTS ANACORTES, WA 98211 PER STRUCT. CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAIL.COM 5/8' GWB PHONE: 360-770-3701 r [ARBE CONSTRUCTION 360.354.3500 SCALE: 3'=1'-O' 19-312 /-IDCCAI "-I UE BETWEEN GWB AT 'XT TO LIVING UNITS REVISIONS: LAYERS 5/8' TYPE (X) 6/14/19 PERMIT SUBMITTAL rPSUM BOARD 0/ r. 1/2' SHEATHING PER STRUC. 8/27/19 PERMIT REVISIONS ',6 WD STUDS 0 16' O.C. W/ 11 BATT INSULATION 0/ LAYERS 5/8' TYPE (X) fPSUM BOARD 0/ CAULK SEAL GWB TO 1-HOUR RATED CLG FRAME TO B.O. OF FLOOR SHEATHING ABOVE SHEET TITLE: 2 X 6 WD STUD WALL WALL TYPES 2-HOUR- SHEAR 1-HOUR RATED WALL SCALE: 3'=1'-0' STAIR DETAILS 5/8' GYPSUM BOARD 0/ 1/2' HAT CHANNEL 0/ 2X6 WD STUDS 0 16' O.C. W/ R-11 BATT INSULATION W/ 5/8' GYPSUM BOARD PJC PROJECT ARCHITECT: PJC CAULK SEAL GWB DRAWN BY: TO 1-HOUR RATED CLG PJC CHECKED BY: 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME 2X4 WD STUD WALL- !„ NON BEARING SCALE: 3'=1'-0' �2X6 WD NON -BEARING � SCALE: 3'-0' 3 SCALE: 3'=1'-0' 2 =1' 2X6 WD STUD WALL SHEAR/ BEAR. scn�e 3.r-oC 2X6 WD STUD WALL SCALE: 3'=1'-O' A-6 COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S WINDOW PER SCHEDULE FOR TYPE AND SIZE TYPICAL SHIM SPACE B. ROD & SEALANT MTL. 'L' FLASHING 'C' CLOSURE — ADHERE TYVEK STRAGHTFLASH TO TYVEK FLEXWRAP AND OVER BACK LEG OF FLASHING PAN WOOD JAMB/ HEAD — AT ENTRY 100/ CONFERNECE 101 ONLY WINDOW PER SCHEDULE SET IN SHEET MTL. FLASH PAN W/ END DAMS SEALANT (TYP) SHIM SPACE SEALANT (TYP) 5/4 WOOD B. ROD & SEALANT 1 5/4 WOOD SILL W/ 1x3 APRON ROWLOCK SILL SILL W/ 1x3 APRON PRIME & PNT. TYPICAL PRIME & PNT. o PERM -A -BARRIER o FLASHING RUN UP & OVER WINDOW SILL 1 ADHERE TYVEK 1 —WD STUD WALL STRAGHTFLASH TO I WD STUD WALL PER WALL TYPES TYVEK FLEXWRAP AND I PER WALL TYPES OVER BACK LEG OF FLASHING PAN TYVEK COMMERCIAL I BATT TYVEK COMMERCIAL I BATT WRAP I INSULATION WRAP I INSULATION SHEATHING 1 5/8' TYPE 'X' GWBSHEATHING 1 5/8' TYPE 'X' GWB MTL SIDING I BRICK VENEER 1' AIR SPACE STOR��RONT SILL. MTL. STOR FRONT SILL. BRICK R <SHAPE 2 � SEE 1/A-6.2 SCALE: 3'=1'-0' � 9 SEE 1/A-6.2 SCALE: 3'=1'-0' SEALANT TYP. STOREFRONT WINDOW PER PLAN ATTACH FRAME MIN. 1/2' OVER EDGE OF FOUNDATION PER MANUFACTURER'S SPEC'S SHIM SPACE SEALANT AND BACKER — ROD BOTH SIDES TYP CONC FOUNDATION WALL W/ REINFORCING PER STRUCT (FLOORING PER SCHEDULE) RIGID SLAB EDGE INSULATION PER TY� WALL SECTIONS ELASTOMERIC SEALANT W/ ASPHALT EXPANSION JOINT 3/_4' SLOPE 1/8' PER FOOT W/ AIR GAP SECTION STOR. WDO SILL @ CONC. STOREFRONT @ CMU SSCALE: 310 EE 1/A-6.2 SCALE: 3'=1'-0' � 4 SEE 1/A-6.2 SCALE: 3'--1'-0' 1 3 SEE 1/A-6.2 12 SEE 1/A-6.2 SCALE: 3'=1'-0' -21 BATT BATT INSULATION- gSULATION W/ MIL VAPOR BARRIER iEALANT (TYP) 5/8' GWB HIM AS REQ'D (TYP) 2X6 FRAMING W/ - f2' SHEATHING BATT INSUL. FILL BACK OF 5/8' GWB . 5/8' G) R-21 BATT TAPE- MUD LUIM. STOREFRONT INSULATION PREP FOR DO PNT. R-21 B� SEALANT (TYP) ETURN CORNERS 2 X 6 IN. 2' SHIM AS REQ'D (TYP) HEADS 1/2' SHEATHING STRUC TL POST PER STRUC. WINDOW PER SCHEDULE I � I SEAL V ------- --- TAPE METAL WALL PANELS PER ELEVATIONS 1/2' SHEATHING W/ TYVEK COMMERCIAL WRAP RUN OVER TOP OF ALL FLASHING TYVEK FLEXWRAP • \ I MTL 'L' FLASHING SHIM AS REQ'D I ATTACH W/ MECH BACKER ROD & FASTNER SEALANT (TYP) MTL FLASHING MTL TRIM FLASHING TYVEK WRAP I SET INDRIP EDGE BED TL. BREAK FLASHING TO MATCH EXIS TIN G CORNER BEAD SEALANT/ BACKEROD MTL (TYP.) NEOPRENE CLOSURE PANELS LL J RUNNER (TYP) PER LSCHIED�LE SET IN SEALANT GAS2. wew� �.�� STOREFRONT JAMB @ MTL./WINDOW HEAD � MTL. (:: SCALE: 3'=1'-0' SEE 1/A-6.2 SCALE: 3'=1'-O' SEE 1/A-6.2 SCALE: 3'=1'-0' TURN UP TYVEK FLEXWRAP -MTL WALL PANELS AND ADHERE TO BLOCKING WINDOW SET IN SHEET 1/2' SHEATHING MTL. FLASHING PAN 5/8' GWB V.B. PNT. W/ END DAMS CONT. MIL VAPOR SEAL TYVEK FLEXWRAP BARRIER TYVEK COMMERCIAL GWB SILL TO TYVEK CAULK Ll BACKER ROD AND SEALANT MTL. 'L' FLASHING ALUM. NAIL 2 X 6 FRAMING FLANGE )QC —\/ \/ J WINDOW 1�i'1►�J IINDOW PER CHEDULE HEADER W/ R-10 INSUL. PER CODE LL L L_As I TYVEK STRAIGHTFLASH LLI VF TEMPORARY 3/4' 5/8' GWB HEAD & LLL SEAL BOTTOM USING MARINE GRADE PLY JAMB W/ J TRACK. LLLI 3' TYVEK TAPE STORE SITE CORNER BEAD & LL CAULK SEALANT, TYP. i MTL L TRIM ATTACHED LLL_ W/ GASKETED SCREWS �ACKER ROD & I 0 48' O.C. EALANT (TYP) YVEK COMMERCIAL WRAP GWB W/ PN 'LOSURE BATT INSUL. PRENE CLOSURES 1/2' SHEATHIN SHEATHING W/ W/ TYVEK EK COMMERCIAL COMMERCIAL ' P DOOR PER SCHEDULE FFSET SADDLE HRESHOLD IAX. 1/2' THRESHOLD ET INTO SEALANT ONC FOUNDATION 1/2' COMPRESSIBLE Q JOINT FILLER W/ ELASTOMERIC SEALANT CONC SLAB SLOPE 01/8'/FT, STOREFRONT DOOR PER DOOR SCHEDULE CONCEALED BOTTOM RAIL WEATHERSTRIP ALUMINUM DOOR THRESHOLD MAX. 1/2' ABOVE FLOOR CONC SLAB � EXT. H.M.D. THRESHOLD �)STOREFRONT SILL 10 SEE 1/A-6.2 SCALE: 3'=1'-0' g SEE 1/A-6.2 \,INT HMD HEAD R-11 SOUND BATTS WD STUD WALL PER WALL TYPES HEADER PER STRUCTURE 5/8' TYPE 'X' GWB. PNT. EA SIDE HOLLOW METAL DOOR FRAME DOOR PER DOOR SCHEDULE SECTION SCALE: s•=r-o• 4�� N T. H M D JAM B SCALE: 3'=1'-O' WD STUD WALL PER WALL TYPES R-11 SOUND BATTS HOLLOW METAL DOOR FRAME DOOR PER DOOR SCHEDULE 5/8' TYPE 'X' GWB. PNT. EA SIDE PLAN I SCALE: 3'=1'-0'� 2'x4-1/2' 6 STOREFRC WINDOW ALUMINUM STOREFRC DOOR TEMPERED SHIM SPAT 1X3WD SEAL RUN PRIME & f 5/8' GWB BOTH SIDI SECTION D STnRwDO sri i i SrnRnRcTnppFn r�� n�n c,� L SEE 1/A-6.2 SCALE: 3'=1'-0' 7 SCALE: 3'=1'-0' 5/8' GWB BOTH SIDES WALL FRAMING PER WALL TYPES TYP. CAULK FLASH COVE CAP STRIP v SHEET VINYL W/ 6' COVED ZO SHEET VINYL BASE MTL L FLASHING GWB BATT INSULATION BEYOND _� TOREFRONT WINDOW W1 MIL VAPOR 1' BARRIER L r TOREFRONT FLANGE HEAD WINDOW SILL @ MTL MTL SIDI SET IN SEALANT WI NSOW JAM B@ MTL R, WD S" WALL 5/8' GWB BOTH SIDI TEMPERED SHIM SPAI GENERAL NOTES: 1. SEAL ALL TYVEK JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE). 2. FASTEN TYVEK F TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS) 3. ALL SIDES WINDOWS JAMBS SILLS AND HEADS TO RECEIVE FLEXWRAP INSTALLED PER MANUFACTURERS INSTRUCTION. 4. CAULK SEAL WDO TO FRAMING ON ALL SIDES OF WDO IN ORDER TO PASS THE AIR BUILDING LEAKAGE TESTING AS MANDATED BY ENVELOPE REQ'S PER 2015 IF -CC AND WSEC AMENDMENTS. 5. CAULK SEAL EXTERIOR WALL PLATE TO SLAB ON INSIDE. CAULK SEAL TYVEK WRAP TO PLATE ON OUTSIDE IN ORDER TO PASS THE AIR BUILDING LEAKAGE TESTING AS MANDATED BY ENVELOPE REQ'S PER 2015 IECC AND WSEC AMENDMENTS. 6. ENSURE REQ'D ON SITE MEETING WITH TYVEK REP IN ORDER TO OBTAIN MANUFACTURES. WARRANTY CARLETTI ARCHITECTS Po architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 4360� 424-0394 Fax: 360 424-5726 s42s E STERED STATE 0 WASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 'RAIGHTFLASH 905 20TH STREET TO SEAL TO VEKAND ANACORTES, WA 98211 NDOW FRAMECONTACT: KULJIT SHOKER �CKER RODEMAIL: JAS.SHO37@GMAIL.CO� JD SEALANT PHONE: 360-770-3701 TL TRIM _ASHING MATCH ��(ISTING ix mmm CONSTRUCTION 360.354.3500 SEE 1/A-6.2 SCALE: 3 =1-0 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIT REVISIONS SECTION SHEET TITLE: STOPPED IN WD HEAD N1D0 DETAILS SCALE: 3'=1'-0' NOTE: GWB OF 1-HOUR CLG TO RUN OVER GWB/ HAT CHANNEL AND CAULKED/ SEALED TO WALL TOP PLATE TYPICAL WALL SIDING PER PLAN TYVEK COMMERCIAL WRAP SHEATHING (PER STRUCT) WOOD STUDS BATT INSULATION VAPOR RETARDER GYPSUM BOARD 0 LAP AND TAPE TYVEK i% ® AT JOINTS Pic PROJECT ARCHITECT: 0 Pic ° BUTTON CAP STAPLE DRAWN BY: FASTENERS TYPICAL FASTEN SING �<'FLEXW MECHANICAL ° � Pic CORNER USING MECHANICAL � o � PER MANUFACTURERS FASTENER DIRECTION CHECKED BY: CONCRETE SLAB J INSTALL TYVEK kFLEXWRAPi11 ON GRADE OR AROUND PERIMETER OF OPENING GYP CRETE WHERE OCCURS CAULK/SEAL ° IC AROUND PERIMETER OF OPENING o CAULK/SEAL WALL BASE PLATE OVED BASE DETAIL WINDOW DOOR WALL WRAP DETAIL SCALE: 3'=1'-0' FLASH COVE STICK SCALE: N.T.S 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME -6. COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S 5/8' GWB BATT INSUL. 2x6 FRAMING 15 —TYVEK COMMERCIAL WRAP TYVEK STRAIGHTFLASH VP SEAL BOTTOM USING 3' TYVEK TAPE MTL L TRIM ATTACHED W/ GASKETED SCREWS 0 48' O.C. ,-LAG ATTACHMENT 1/2' SHEATHING TERMINATION BAR TPO ROOFING RUN UNDER TERMINATION BAR. BAR SHOULD MAINTAIN 18' ABOVE ROOF 1' AIR SECTION L SPACE 1/2' SHEATHING TERMINATION BAR w z 3 SCALE: N.T.S. 14 1HEAD @ SLIDER I V � SEE 14/A-6.2 HORIZONTAL MTL NEOPRENE CLOSURE SET SIDING IN SEALANT TOP AND BOTTOM MTL FLASHING STOREFRONT TYVEK BACKER ROD/ TRANSOM COMMERCIAL SEALANT WINDOW ABOVE WRAP COORDINATE 1/2' PLYWOOD WITH WINDOW MANUF. MOTOR PER MANUFACTURER MOTION PRESENCE SENSOR ALUMINUM SLIDING DOORS PER DOOR SCHEDULE. PER MANUFACTURER 2x6 FRAMING SECTION 5/8' GWB V.B. PNT. BATT INSUL. TANLEY @ HEAD @ EXT. TL TO MTL TRANS. SHEATHING GWB `.K COMMERCIAL WRAP SIDING >ER PER STRUCTURAL K STRAIGHTFLASH VP BOTTOM USING 'VEK TAPE L TRIM ATTACHED GASKETED SCREWS .8, O.C. FLASHING 2'x2' GUARD RAIL 42' ABOVE DECK OPERABLE PANEL IS II III FIXED PANEL INTERMEDIATE RAILINGS CONTRACTOR BIDDER DESIGN FLOORING SEALANT SEE GUARD RAIL NOTES ON SHEET A-6.0 EXTERIOR FLOORING DECK TOP COATING ti OVER SHEATHING LOWER RAIL SUPPORT RECESS ,ANT SEAL ALL SCREW---/ HEADS AT SILL 1/4' DIA. FLAT HEAD CONC. ANCHORS SILL @ SLIDER SCALE: 3'=1'-0' 17 SEE 14/A-6.2 VERTICAL MTL SIDING MTL. FLASHING CONT. BED OF - - LAG INTO BLOCKING TYP. NON -SHRINK _� _ DECK FRAMING PER HYDRAULIC GROUT STRUC. PNT. BEAM PER STRUC. PNT. GUARDRAIL 16 SCALE: 3'21'-0' SCALE: 1'=1'-0' RIGID INSULATION TYVEK TPO ROOFING TURN COMMERCIAL WRAP 7 DOWN GUTTER WOOD SILL/ APRON PER — MATERIAL SCHEDULE TYPICAL WALL CONSTRUCTION 2 X 6 FRAMING PER STRUCT WALL TIES I 4' CMU VENEER ® 16' O.C. 0/ 1' AIR SPACE VERTICAL TYP. I 0/ TYVEK COMMERCIAL WRAP 0/ R-21 BATT INSULATION 1/2' SHEATHING 0/ 5/8' GWB. PNT. 2X6 WOOD STUDS 0 16' O.C. W/ R-21 BATT > I INSULATION W/ VAPOR BARRIER W/ 5/8' TYPE 'X' GWB. P-TAC UNIT PER MECH. _______ _ 6 J PAINT SET P-TAC FLUSH WITH WALL MIN. INTRUSION INTO INTERIOR TYVEK COMMERCIAL WRAP SPACE ' — LAP 6' OVER FLASHING �i NERVESTRAL CONCRETE SLAB/ — a FLASHING FOOTING/ STEM o 0 —_ WEEPS 0 32' O.C.. MAX WALL PER STRUCTURAL _ 1 i _ FILL AIR SPACE — W/ PEA GRAVEL i BELOW SLAB FOOTING/ STEMWALL/ Ed REBAR/ ANCHOR BOLT _ 11 PER STRUCTURAL 11 El I E111-111-115: ��TYPICAL PRICK VENEER �)-SEE P-TAC SCALE: 1'=1'-0' 9 1/A-6.2 SIDING tENE CLOSURE TRIM `K COMMERCIAL °ATHING FRAMING T INSUL. GWB PLAN SCALE: 3'=1'-0' 13 SCALE: 3'=1'-0' 4' o 1/2' SHEATHING W/ TYVEK WRAP MTL SIDING N MTL 'L' TRIMS W/ TEK SCREWS MTL DRIP EDGE FLASHING W/ BACKER ROD/ SEALANT SECTION CONDENSATE DRAIN MTL DRIP EDGE FLASHING W/ BACKER ROD/ SEALANT MTL SIDING I- L f-\ IN ETAL TRIM :H. FASTNER iT. PLYWOOD COMMERCIAL NG ROOF SLOPE 1/4':1'-0' GASKETED TEK SCREW METAL DRIP EDGE /7 12 2 X 4 P.T. NAILER 6' MTL. BOX GUTTER MTL TRIM NEOPRENE CLOSER STRIP MTL SIDING 6' MTL. BOX GUTTER UTTER @ ROOF METAL SIDING 1/2' PLYWOOD W/ TYVEK COMMERCIAL WRAP 2 X 6 FRAMING SCALE: 3'=1'-0' EOPRENE CLOSURE BACKER SET IN SEALANT ROD/ SEALANT STRAIGHTFLASH VP TO SEAL TO TYVEK HM DOOR AND FRAME SOLID IGROUT SCHEDULE BATT INSUL. 5/8' GWB NEXT. H M F JAMB SCALE: 1'=1'-0' MTL SIDING SCALE: 3'21'-0' SEE 14/A-6.2 MTL CORNER BEAD MTL SIDING � 2x6 FRAMING TYVEK COMMERCIAL BRICK VENEER WRAP I TYVEK COMMERCIAL 5/8' GWB WRAP TYVEK STRAIGHTFLASH VP 2x6 FRAMING BRICK VENEER SEAL BOTTOM USING 1 1' AIR SPACE I 3' TYVEK TAPE[. MTL L TRIM ATTACHED - BATT INSUL. W/ GASKETED SCREWS 3 ® 48' O.C. 1 z 2' PLYWOOD I CEDAR SHIM FOR SLOPE 3 BACKER ROD — 1/2' PLYWOOD & SEALANT 1 TYVEK COMMERCIAL 24 GA. MTL. WRAP FLASHING TUCK UNDER MTL SIDING 18' GWB ATT INSUL. BRICK VENEER 1 1' AIR SPACE PLAN PLAN SECTION 1/2' SHEATHING 1' AIR SPACE SCALE: 3'=1'-0' 5/8' GWB BATT INSUL. 2x6 FRAMING 2'-0' 6X6HSS COLUMN PER STRUCTURAL. 0 N 8' SOLID GRO GROUND FACE TYP. PROVIDE CMU CAP 3/4' DIA. X 2-1/2' THREADED RODS WELDED TO T.S. COLUMN PER STRUCTURAL 0 24' O.C. CONNECT INTO CMU COLUMNS PLAN " * " ,� CM�UCOLUMN SCALE: 1 1/2'=1'-O' 1TT INSUL. CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: 4360� 424-0394 Fax: (360 424-5726 6429 RE STERED H ITECT STATE 0 WASHINGTON 5-8-19 SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH037@GMAILCOM PHONE: 360-770-3701 c DER CONSTRUCTION 360.354.3500 19-312 SHEATHING s• GWB REVISIONS: 'VEK COMMERCIAL WRAP L SIDING 6/14/19 PERMIT SUBMITTAL ADER PER STRUCTURAL 8/27/19 PERMIT REVISIONS VEK STRAIGHTFLASH VP AL BOTTOM USING TYVEK TAPE ITL L TRIM ATTACHED I/ GASKETED SCREWS 48' O.C. ITL L FLASHING ALANT HM DOOR AND FRAME PER FIN. SCHEDULE SHEET TITLE: SOLID GROUT 6)EXT. H M H �EA11 DOOR DETAILS _ SEE 14/A-6.2 SCALE: 3'=1'-0' 5/8' TYPE X GWB BATT INSULATION 2X6 WD STUD WALL 00 PER WALL TYPES HOLLOW MTL. FRAME GROUT SOLID PAINT SHIM TYVEK Pic COMMERCIAL WRAP PROJECT ARCHITECT: SHEATHING STRAIGHTFLASH VP TO PJC SEAL TO TYVEK AND DRAWN BY: WINDOW FRAME PJC ' I DOOR AND FRAME CHECKED BY: PER DOOR SCHEDULE SEALANT AND 02/08/19 BACKER ROD DATE 1' AIR SPACE 19-312.DWG BRICK COMPUTER FILE NAME VENEER EXT. H.M.D. JAMB @ BRICK A- 6 SEE 14/A-6.2 SCALE: 3'=1'-0' ° COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S. 1/2" M (3 mn HOT PIPE EXIST. - SEALA RAIN HOOD WATER CUT-OFF MASTIC STAINLESS STEEL CLAMPING RING METAL COLLAR (SEE NOTE 3) FLASHING MEMBRANE HOT AIR WELD ROOFING MEMBRANE INSULATION APPLY HEAT TO FLASHING AND FORM BY HAND PRIOR \ TO HOT AIR WELDING / STRUCTURE 1"MIN. Ij 2.5 cm 1. - APPRO .) M NOTES: 1. FIELD FABRICATED PIPE FLASHING FOR USE WITH HOT PIPE. 12V F (49' C) OR HOTTER. 2. FLASHING MEMBRANE WRAPPED AROUND PIPE SHALL HAVE MIN. 1-1/2- (4 cm) VERTICAL HOT AIR WELD. 3. TEMPERATURE OF METAL COLLAR MUST NOT EXCEED 120' F (49' C). ROOF PENETR MTL FLASHING UP PARAPET--,, EXTEND SADDLE DOWN - BACK SIDE OF PARAPET OVER TPO ROOFING LOWER PARAPET FRAMING. SADDLE FLASH OVER BUILDING WRAP/ TPO. CAP FLASH AND SIDING OVER TOP 031 1-HOUR RATED CLG I ASSEMBLY o 0 SOFFIT FRAMING BELOW CLG GWB. HOLD DIMENSION TIGHT TO DUCTING WD SOFFIT FRAMING 0'-10' ATIO NOTE 1 WATER CUT—OFF MASTIC STAINLESS STEEL til CLAMPING RING I PIPE SEAL ATION 44 m1/2" c) HOT AIR WELD (NOTE 3) MEMBRANE ROOF STRUCTURE NOTES: HN AN 1. TEMPERATURE OF PIPE MUST NOT EXCEED am 120' F (49' C). 2. PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE DIAMETER. 3. PIPE SEAL DECK FLANGE MUST BE HOT AIR WELD A MINIMUM OF 1 1/2" (4 cm). 4. INSTALL A SECTION OF TPO WE MEMBRANE OVER SEAM INTERSECTIONS PRIOR TO INSTALLING PRE —MOLDED PIPE SEAL N ROOF PENETR SCALE: N.T.S.' 17 —VAKAVr- I I-•KAM1NU AND BUILDING WRAP/ TPO HARDIE SIDING COVER TOP OF MTL FLASHING SADDLE FLASH W/ HOLES DRILLED 0 24' O.C. MITRE ALL CORNERS MTL FLASHING BLOCKING T.O. LOWER LIGHT FIXTURE PARAPET WALL 11' X 18' STEEL PLATE 24 GA. GALVANIZED SADDLE FLASHING W/ MTL TRIM SOLDERED JOINTS EXTEND OVER ALL FACES OF MTL. PANELS 0/ FRAMING TYVEK COMMERCIAL WRAP 0/ 1/2' SHEATHING 0/ 2X6 FRAMING W/ R-21 INSULATION 0/ 5/4' GWB R.R. EXHAUST VAN DUCTING 1�1.M1E MK 1-1/r Hm M Ma ATION N.T.S. NOTE SIM CONDITION: P.T. BLOCKING AT EXISTING CMU WALL. SIDING & FLASHING REMAINS SAME T� T.O. CEILING EXTEND LADDER TO TOP OF ROOF HATCH WELDED GALV. STEEL LADDER W/ 2-1/2'x 3/8' BAR STRINGERS & 3/4' 0 RUNGS 0 1'-0' O.0 W/ 3'x8'x1/4' ANGLES WELDED TO STRINGERS ON LADDER AND 0 WALL ATTACHE W/ 1/2'x4' LAG BOLTS / 2-EA ANGLE 4 X 6 SOLID " BLOCKING IN WALL FRAMING 0 WALL ATTACHMENT TYP. T.O. SLAB ACCESS LADDER DOWNSPOUT STRAP — FASTEN TO WALL PANEL W/ WALL STITCH FASTENER BEND TAB TO SECURE BOTH HALVES OF STRAP TOGETHER. 2 STRAPS PER 10' SECTION OF DS DS BOOT CONNECT TO APPROVED OUTFLOW 6' PVC, PNT. CONNECT TC TIGHT -LINE 22 X 36 (1) HOUR SMOKE RATED ACCESS HATCH AT (5) LOCATIONS TO ACCESS ATTIC TYPICAL 1/8' JOINT 0 BREAK METAL SECTIONS FOR EXP./ CONTRACTION 24 GA. GALV. JOINT BLOCKING COVER 0 BREAK MTL. BETWEEN SECTIONS. SET IN BED TRUSSES TYP. OF SILICONE SEALANT SLOPE TO T.O. TRUSS INSIDE 13'-0' AFF PARAPET 5/8' GWB 0/ 1/2' RC CHANNEL PNT. TYP. (1 HOUR) T.O. CEILING 9'-0' AFF ACP CEILING v I IIIII FRAME FINN WALLS DOWN W/ GWB (4) SIDES TO FORM SHAFT z :2 SEALANT TJI JOISTS �' I PER STRUCT DOUBLE — LSL BLOCKING PER STURCTURAL HANGER N SCALE: GOOF HATCH NOTE: SEE ROOF PLAN FOR QUANTITY OF DS CONNECT TO GUTTER AS REQ'D PER MANUFACTURER -10 R.R. VENT SOFFIT 1 HOUR CEILING ACCESS PARAPET COPING g SCALE: 1 1/2'=1'-0' 8 Do( DOOR �8� L O C SCALE: 1 1/2'=1'-0' 7 3X4 ALUMINUM SMOOTH FACE DS FASTEN TO DS NIPPLE W/ 3 POP RIVETS 5 PARTITION WALL — ALL WIRE TIES ARE TO BE (3) TIGHT TURNS AROUND ITSELF 1ITTI IT\1 2 WIRE TIES j WALL 8' MAX. 'MIN. O O � M O 0 0 0 0 0 0 0 0 0 0 0 0 WALL MOLDING ' MIN. NOTE: (1) END OF CEILING GRID SHALL BE ATTACHED TO WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FROM WALL & FREE TO SLIDE. GRID SHALL BE ATTACHED AT (2) ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) GRID AT WALE SCALE: N.T.S. SCALE: N.T.S. 3 -PREMANUF. ROOF HATCH W/SELF- FLASHING CURB 1' RIGID INSULATION -STEEL ANGLE. NOTCH AND BEAR ON JOISTS TYP. ALL 4 SIDES -SUPPORTS 0 4'-0' O.C.. MAX SEE DETAIL 13/A-6.4 1/2' SHEATHING 0 LADDER ONLY 1/4' TH. STL. WELDED TO STL. SEALANT —CANT. RUN ROOFING UP CURB TJI JOISTS PER STRUCT HANGER DOUBLE LSL BLOCKING PER STRUCTURAL CARLETTI ARCHITECTS P.S. architecture, planning, interior design 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: E360� 424-0394 Fax: 360 424-5726 6429 E STERED HITECT PETER TTI STATE 0 WASHINGTON SCALE: N.T.S. 5-8-19 ANGLE & BOLTED TO DBL WD STUD 24 GA. SHEET MTL ALL WOOD TO BE FIRE TREATED PARAPET CAP MIRROR KYNAR 500 FINISH SALISH INN 4" SOLID SURFACE 2X2 CONTINOUS BEVELED SIDING 907 30TH STREET BACKSPLASH P.T. BLOCKING SHIM TO SLOPE ANACORTES, WA 98221 SOLID SURFACE COUNTER NEOPRENE 2x CONT. CLOSURE IL CONT. MTL TECH SC EW `t w CLEAT 0 24' O.C. > FASTEN I EK TERA ASARA, LLC 0 24' O.C. 1x4 BLOCKING AT BRACE 905 20TH STREET 2 X 6 FRAMING I I ANACORTES, WA 98211 2"x2"x24" LG. STL. ANGLE BRACE I CONTACT: KULJIT SHOKER THRU BOTT. 0 STUD WITH (4) I EMAIL: JAS.SH037@GMAIL.COM 1/2' DIA. M.B.. COORD. w/ MTL SIDING PLUMB'G NOT TO EXCEED PANELS T.P.O. SINGLE PLY PHONE: 360-770-3701 48' O.C. MEMBRANE INSULATION WRAP 1/2' SHEATHING I WRAP UP &OVER BOTH SIDES I PAPAPET WALL & r KNEE BRACE AS REQUIRED DOWN FACE MIN. 2' TYVEK COMMERCAIL — FRP OR P-LAM WAINSCOT WRAP CONSTRUCTION PER FINISH SCHEDULE 360.354.3500 DETAIL , NHKANt I (;AN @ NEW. C, A _ , , „ SCALE: 3., o VERTICAL 9 GA HANGER SPACED 4'-0' O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. COMPRESSION STRUT 0 12'-0' O.C. (4) 12 GA WIRES SECURED TO MAIN RUNNER. SPLAY 90D FROM EA OTHER, N.T.E. 45 FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0' O.C. IN BOTH DIRECTIONS, W/ THE FIRST POINT WITHIN 4'-0' FROM EA WALL. SECURE TO STRUCTURE ABOVE. 1 1/2' COLD ROLLED CHANNEL 0 4'-0' O.C. 7/8' HAT CHANNEL 0 2'-0' O.C. I6\SUSPENDED GWB SCALE- N.T.S. \ SUPPORT WIRES SEE A.C.T. SWAY BRACE DETAIL VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS CEILING BRACE VERTICAL 12 GA HANGER SPACED 4'-0' O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2' OF CROSS RUNNER SPLAYED 90 FROM EA OTHER. N.T.E. 45 FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0' O.C. IN BOTH DIRECTIONS. W/ THE FIRST POINT WITHIN 4'-0' FROM EA WALL. SECURE TO STRUCTURE ABOVE. MAIN RUNNER A.C.T. \ CROSS RUNNER NOTE: SUSPENDED CLG SHALL BE INSTALLED PER 2003 IBC AND ASTM C 635 and ASTM C 636. 2 A.C.T. SWAY BRACE SCALE: N.T.S. SCALE: N.T.S. NOTE: GWB OF 1-HOUR CLG TO RUN OVER GWB/ HAT CHANNEL AND CAULKED/ SEALED TO WALL TOP PLATE MAX. TYP. 19-312 VERTICAL STRUT 0 12'-0' O.C. REVISIONS: 6/14/19 PERMIT SUBMITTAL 12 GA. SWAY SUPPORT 8/27/19 PERMIT REVISIONS WIRES 0 12'-0' O.C. 9 GA. SUSPENSION WIRE 0 4-0' O.C. COLD ROLLED CHANNEL 0 4-0' O.C. 16 GA. TIE WIRE 5/8' GWB HAT CHANNEL 0 2-0' O.C. SHEET TITLE: WALL TYPES N.T.S STAIR DETAILS #12 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE ATTACH SLACK WIRES DIRECTLY TO FIXTURE AT DIAGONAL CORNERS PJC PROJECT ARCHITECT: PJC ATTACH FIXTURE TO DRAWN BY: CEILING SUSPENSION SYSTEM WITH POSITIVE PJC CLAMP DEVICES HAVING CHECKED BY: CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION 02/08/19 DATE 19-312.DWG COMPUTER FILE NAME SIGHT FIX. SUPPORT A - 1 0 SCALE: N.T.S. COPYRIGHT 2019 CARLETTI ARCHITECTS. P.S.