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HomeMy WebLinkAboutDOC-2021-Salish Inn Ground Floor Plans -K&S Woodworks 9629 Benson Rd Lynden, WA 98264 Phone: 360-354-1043 Engineer: W 0 0 D W 0 R SHOP DRAWINGS PROJECT: Salish Inn - Ground Floor Contractor: Faber Construction Project Manager: Dale King Phone: 360.383.8920 Email: dale@faberconstruction.com 01 /15/2021 Architect Firm: Fill in Architect: Fill in Architecturals Date: Fill in ��ag CODE Y % V-A 0OO,w Tp,F'IJELD 11 c4 Proposed counter configuration approved with redline comments. � pit FEB 01 202i �ITy OF ANAQ,08Tgs Site Address: 907 30TH Street Anacortes, Wa 98221 -IM 00 Co 3 Co P000ible omall oink Location # 1 42" high bar area 5ar Stool Area Beer Cooler ew 2 w 5 Display Cabinet Display fridge 11 34" max counter height at ADA area. #41 #40 :,Cc eption are #39 154, #38 "high ice area 42" high ADA Area, bar area �4 r ' r i r - - - - - - - - - - - - - - - I I i� FEB 0 12021 11 CITY OF ANA(,'OHTi---Iq I 0 O 0 U 0 L, 0 U va b c � o i CD AC v � M< LL c) c� COO � t o ® N N N d' 00 °0 rn CoLO Q M ai Q=� c o c o �1 U) E—j CL Print Date: 01 /15/2021 DWG. By: KDV Sheet 2 ®f 5 t"i a ri 1M ttRR ti 3 1/2 95 1 /2 39 3/8 Coffee Machine 27 3/8— I / \ \\ 00 / \ CY) \ I #31 #32 35 7/8 -26 7/8 28 7/8 46 5/8 - - - - - 138 3/8 - 1 1/4 1 1/2 FLA WY FEB D 1 1 "ITY OF ANACORTF L. 0 0 U. D 0 L. (D U) o C M ® O U � L ®® O L L sf V) LL v, N� LV C M �L O ch _O O a) a) N 3 comCY)a M CC) � CF) > M a7 c')06 Q O O _ C - Fu a � Y cn E J Q Print Date: 01 /15/2021 DWG. By: K®V Sheet 3of5 WWOOUWORNI s '1 1 /8 00 LO #-37 #38 7 27- '- - - - - - - ' #39 #40 #41 #- 381 38 7 238 5/8 Beer Cooler —29 3/4� I���' FEB 0 1 2021 90 38 3/8 110 1 /4 ' I `O O 0 0 a3 C) co ® I,-- ❑ o ® L CUD LL CO cc CY) ' (n _0 00 LO 5 CO �tS ® c: Print Date: 01/15/2021 DWG. By: K®V Sheet 4 0f 5 L1?CI��f�kB'a�a�ti C60 m 0 0# r?, FEB a 1 42,1 "'ITY OF ANAC;OHTF---P, I 2+00 S R9'59'I3" C 3R0.00' (3S0' PLAT) 3+00 4+00 SCALD 1' = 10' - - -I - - - d - - V - I- V - - I- - - - v - - - 0+00 SOUTH = 0 5 10 20 30 TH STREET REET 3+80 EAST 40.00' SIGN LEGEND ` ` "HANDICAPPED PARKING ONLY" R7-8b. " �1 34.00' 12"x18" 'VAN ACCESSIBLE" R7-BP5, 12"X6" - _ I STRIPING LEGEND d A dA, e d o TYPICAL 4' WIDE YELLOW PAINT LINES ° - - AND BORDER (2 COATS) PER WSDOT 4 STD PLAN o ° ° ° d' o ° a n ° I ACCESSIBLE STALL. FOR A VAN dn e ° o d 2{ Do' e o 4 o a n o o d c e ° e ° 4 ° ° ° ° o d ° d T®- TYPICAL ACCESS PARKING SPACE SYMBOL n (WSDOT STANDARD SIZE) CONSISTING OF A $ WHITE WHEEL CHAIR SYMBOL UPON A BLUE BACKGROUND HAVING A WHITE BORDER PER L L -11 1 WSDOT STD PLAN M-24.60-02. TYPICAL 4" WIDE WHITE PAINT STALL STRIPE �- e.00' w N m °e ;I `€ (2 COATS) 17.00' I w LLJ ° PARKING REQUIREMENTS: L� 19.50' 18.00' °I 1 STALL/GUEST ROOM 59.50' T- / / /./� d J- I I- I / / °'e I ONE THIRD OF PARKING STALLS MAY BE COMPACT 13.50' 8.50' 8.50' 8.50' -I- 8.50' 8.50' -- 8.5D' - 4.00' / � I� T_ ° /1 IB.o -1 I- I- / �� © Z e ;I I ONE BICYCLE RACK PER 5 PARKING STALLS SHALL BE 9.00' 4.00' --- -- a d '� PROVIDED. RACK TO ACCOMMODATE 7 BICYCLES. Awi T ® a e 36 MOTEL ROOMS REQUIRES 36 ONSITE PARKING STALLS I 5'x12' CONCRETE PAD WITH /� °I I. LL BIKE RACK TO ACCOMMODATE T ' z ONSITE PARKING PROVIDED = 36 STALLS 24.00' 7 BICYCLES F.F. = 69. 60 ( I 7- STANDARD STALL: MUST BE AT LEAST 8.5 FEET WIDE AND a i o I AT LEAST 18' DEEP. ° 0' COMPACT STALL: MUST BE AT LEAST 8.0 FEET WIDE AND z i- l i 8 F AT LEAST 16' DEEP. L -- j1IL 8.50 ---- e.50' 8.so' --1- 8.50' -I- 8.50' I 8.5D' I B.50' 8.00' e.oD -- B.Do' 0 o a C = COMPACT PARKING STALL (STENCILED WHITE w I I 20.OD'T 1 +00 I - I I III I od ' I' 84.Dp. v COMPACT LETTERS 12" HIGH) MINIMUM 2 OI%GOFTTHIESATOPROVIDED ONSIS: SHALL BE TE PIDED FOR A PARKING. THEREFORE, 8 CAR -CHARGING STATIONS SHALL BE I � I o w e PROVIDED AT THE LOCATIONS DENOTED AS TO SERVE ea D' I I a TWO STALLS EACH. 20.oD I I` 45.00' -ptTDO-- 8.50' - 8.50' i8.50'-8.5' 8.508.00' 9.50' I ' I 8.00' .00' 8.00'800' 8.0' T-255E ;c;C C - IjII g C I� ENGINEER DATE • THIS PLAN SHEET IS ACCEPTED FOR CONSTRUCTION IN ACCORDANCE WITH THE CITY OF ,tO.00. 8,00' j p n� q ° ° ° ° ANACORTES ORDINANCES AND POLICIES. ACTUAL CONFORMANCE OF THE DESIGN VATH I I 1.50' d APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE L------------------- -- - - j- --- NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING, COMPLYING WITH, AND PROVIDING -- - - - - -_ - - -� - - - - - - - - - - MITIGATION FOR ALL FEDERAL. STATE, COUNTY, AND LOCAL LAWS, PERMITS. AND MANDATE INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMI' STATE DEPARTMENT OF FISHERIES AND HYDRAULICS PERMIT. FEDERAL FLOOD PLAIN 989,59 23.00' 1.00' PERMITS. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT IS THE RESPONSIBILITY OF THE DEVELOPER. LAND OMER, AND THEIR ENGINEER. THE ISSUANCE o a THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE N1TH APPLICABLE 15.00' d LAWS AND PERMIT REQUIREMENTS. ° ° C^^ ° CITY ENGINEER DATE - - - - - - - - - - - - - - - CONSTRUCTION FOR THE ACCEPTED PROJECT IS TO START WITHIN 1 YEAR OF THE DATE EX. ECOLOGY BLOCK WALL I k-F-a- �aw I A US: REV. NO. REVISION DATE BY APPROVED R ��� Associates, `�'�{IInc.1 SHEET DESCRIPTION: ,l� T DIMENSIONS, PARKING, �j� �(- �� /� L) S� � A D-,9 m r\!L I !l �N \� PL1�_ SCALE: 1 "_, D' DRAWN BY.D. REMSEN CHECKED BY: J. RAVNIK DATE: 06.13.19 _ SHEET TITLE: SAyLrI S � � N N�j'' �7 �j T� �+ 3002 "Q- L'�il�l ENU I-� (907 30TH STREET) AVENUE FOR TIC g D /� 1L K TERA ASARA, LLC SECTION 30 T. 35 N., R. 2 '"'., W.M. 1DRAW G dO. JOB NO. 180 5 A_-0 SHEET NO. 10 OF 17 CIVIL ENGINEERING & LAND -USE PLANNING 1633 LINDAMOOD LANE/P.O. BOX 361 BURLINGTON, WA 98233 PH: (360) 707-2048 FAX: (360) 707.2216 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. T-6. °s 660` 6' C EAR 0. PLO SPA E in INK IN -LAM OUNTE ELEVATION f 96' MIN. a, - 4 X 48' CLEAR � 30FLOOR SPACE 1 MIN. PLAN ELEVATION GWB. PAINT 24 X 48 MIRROR 18' VERT. 39'-41' GRAB BAR Oft, PAINT SOAP DISP. 1 1/2' E161 GRAB BAR 60' P-LAM 60' P-LAM TISSUE PAPER COVED SV DISPENSER BASE COVED SV BASE r GREEN GWB. PAIN 24 X 48 MIRROR PAPER TOWEL GREEN GWB. PAINT DISPENSER 60' P-LAM SEAT COVER DISP. 1 1/2' GRAB BAR 160, P-LAM 0 in BASE COVED SV 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. 6 50' DEEP FOR FLR. MTD. 2. PROVIDE TOE CLEARANCES • FRONT PORTION AND MIN. N SIDE 0' 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 W MIN. BENEATH ELEMENT WHEN T.C. IS REQ'D. AS PART OF A CLEAR FLOOR SPACE. TOE CLEARANCE SHALL BE A MIN. OF 50' WIDE 3. IN MULTIPLE STALL RESTROOMS OF 161 SIX OR MORE PROVIDE MIN. (1) AMBULATORY STALL W/ MIN. MIR 56' WIDE 6Y 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. 46' 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 I. 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 500 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,AD,4 AND WAC 51-50. B. ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS, T.P. DISP. 7-0' MAX. IN FRONT OF W.C. AND BTWN. 15' 6 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. 0. 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 400.2.5. 12. T.O. W.C. SEAT IAIN.17' /MAX.10' A.F.F. SEAT SHALL NOT RETURN AUTOMATICALLY. 15. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. 14. MAX. DEPTH OF LAV. BOWL 70 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. GENERIC NOTES FOR SHOWER STALLS PER ANSI A117.1 CHAPTER 6 1. MIN. SIZE OF STALL 36' X 35' 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 35' MIN. AND 48' MAX. THE SHOWER FLOOR, S. MAX. THRESHOLD FOR SHOWER LIP TO BE V. RECESS STALL INTO CONC. SLAB PER MANF'S. 6. PROVIDE SHOWER SPRAY UNIT W/ HOSE MIN. 50' LONG. CONTROLS FOR HEAD TO 6E WITHIN 16' LEFT OR RIGHT OF THE CENTERLINE OF THE SEAT. 7. GRAB BARS TO BE 1.14' DIA. W/ MIN. 1-V CLEAR BETWEEN G.B. AND WALL S. INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES F. One -Hour Assembly 1 Assembly F CAN/ULC-S191 and ASTM E119; ]CC ES report ESR-2994. PFS Corporation listing directory. See reports for additional construction information. MWES 1. 45/24 Idhgue-and-groove, span -rated sheathing (Exposure 1) 2. W thick Type C gypsum board 3. Red -I" joist (with flange size minimum of 1W Mick 31k" wide). Maximum spacing of 24' an -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 11k'thick (2.5 pcf minimum) mineral wool batts ROOF - GA FILE NO. RC 2603 SCALE: N.T.S. GYPSUM WALLBOARD, WOOD STUDS, I` I MINERAL FIBER INSULATION Base layer 511 type X gypsum wallboard applied at right angles to each side of 2 x 6 wood - studs 24" o.c. with 2114' Type S or W drywall screws 24" o.c. Face layer sla type X r gypsum wallboard applied at night angles to each side with 21/4' Type S drywall screws 8' o.c. WW 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) Thickness: W Approx. Weight' 13 pet Fire Test: ITS J20-06170.3, 12-00 WALL - GA FILE N0: WP 4230 5 SCALE: N.T.S. GA FILE NO. WP 3644 GENERIC 1 HOUR GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION FIRE One layer 5W 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. 311e mineral fiber r Insulation, nominal 2.5 pcf, friction fit in stud space. �.. i i Vertical joints staggered 18' o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 2,578 Ibs per stud or 100 percent of design bed. (LOAD -BEARING) Thickness: 4314" " WALL - GA FILE N0. Approx. Weight 7.5 psf Fire Test: ITS J20-06170.1, 4-00 WP 3644 C4_ SCALE: N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3300 GENERIC 1 HOUR 40 to 44 STC - - -- - GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND - - --- - One layer 5/8' type X gypsum wallboard or gypsum veneer base applied parallel or at fight angles to each side of 2 x 4 wood studs 15" o.c, staggered 8' o.c. on 2 x 6 wood plates with 6d coated nails, 1 7/8' long, 0.0915' shank 114" heads, 7' o.c. - Joints staggered 24' on opposite sides. Horizontal bracing required at mid -height (LOAD -BEARING) .. - Thickness: 6 3/4' Approx. Weight: 8 psi Fire Test: See WP 3605 (UL R1319-4, 6, 6.17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-0Q UL Design U305: ULC Design W301) Sound Test Estimated 3 WALL - GA FILE N0. WP 3380 SCALE: N.T.S. GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION One layer s/!" 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. 51le 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. ; Y .Tested at 6,156lbs per stud or 100 percent of design load. (LOAD -BEARING) s Thickness: 63/4* Approx. Weight: 8.5 pet Fire Test ITS J99-22441.1, 10-99 2 WALL- - GA FILE NO. WP 3661 SCALE: N.T.S. GA FILE NO. CM 1450 I I GENERIC GYPSUM WALLBOARD, STEEL COLUMN COVER Base layer 1/z' type X gypsum wallboard applied around TS4x4xO.186 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/z" sheet metal screws 12" o.c. Horizontal joints staggered 24' between layers. COLUMNS, NONCOMBUSTIBLE 1 HOUR FIRE Fire Test UL NC505-(1-6), 71NK2639, 12-23-75: UL NC505, 77NK1518; UL Design X526 OCCUPANT LOAD/ EXIT REQUIREMENTS ROOM NAME AREA OCC. FACTO OCC. LOAD EXITS REQ'D FIRST FLOOR VESTIBULE 132.3 200 66 (5) EXITS PROVIDED (OKI LOBBY/ SEATING 515.3 300 1 1 (1) EXIT PROVIDED IOK) FRONT DESK 199.5 11) EXIT PROVIDED (OKI OFFICE 130.3 - t5l EXITS PROVIDED OK RESTROOM 30.4 15 29 5 EXITS PROVIDED OK ELEVATOR 73.8 (5) EXITS PROVIDED (OKI STAIR 167 (11 EXIT PROVIDED OK HALLWAY 355.6 300 1 (1) EXIT PROVIDED (OKI LINEN CHUTE 10.6 - (4) EXIT PROVIDED (OK) LAUNDRY 264.31 300 1 1 (21 EXIT PROVIDED (OKI BREAKFAST 575.2 300 1 (21 EXIT PROVIDED (OKI PREP 135.2 300 1 (21 EXIT PROVIDED (OKI FITNESS 296 300 1 2 EXIT PROVIDED (OK HOT TUB 181.9 300 1 2) EXIT PROVIDED (OKI MECHNICAL 140 300 1 21 EXIT PROVIDED (OKI ELECTRICAL ROOM 108.5 300 1 (2) EXIT PROVIDED (OKI STAIR 157.2 300 1 121 EXIT PROVIDED (OKI RESTRDDTOTAL 60.9 300 1 (2) EXIT PROVIDED (OKI SUB 3.543 98 (5) EXITS PROVIDED PARKING (4) EXIT PROVIDED RETAIL SECOND FLOOR UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT IOKI UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OKI UNIT 203 256.7 200 2 1) EXIT PROVIDED EA UNIT OKI UNIT 204 305.6 200 3 (11 EXIT PROVIDED EA UNIT (OKI UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OKI UNIT 206 413.9 200 3 1 (11 EXIT PROVIDED (OK) UNIT 207 517.8 200 5 1 EXIT PROVIDED OK UNIT 208 263 200 5 (11 EXIT PROVIDED OK UNIT 209 240.9 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 RECID HOUSEKEEPING 84.7 3001 1 1 <50 ONE EXIT RECID ELEVATOR EQUIP. ROOM 59.2 15 24 <50 ONE EXIT REQ'D STAIRS 157.5 ELEVATOR 73.8 LAUNDRY CHUTE/ MECH. SHAFTS 30. SUB TOTAL 4,969.7 72 O EXITS (3)EXI750 ITVS PROVIDED (OKI THIRD FLOOR UNIT 201 305.5 200 4 ill EXIT PROVIDED EA UNIT (OKI UNIT 202 245.8 200 2 III EXIT PROVIDED EA UNIT (OKI UNIT 203 256.7 200 2 1 EXIT PROVIDED EA UNIT loKF UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT IOKI UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OK) UNIT 206 413.9 200 3 (11 EXIT PROVIDED (OKI UNIT 207 517.8 200 5 111 EXIT PROVIDED IOKI UNIT 208 263 200 5 1 EXIT PROVIDED JOKI UNIT 209 240.9 - 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 ;-50 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. SUBTOTAL 4.969.7 - 76 -50 TWO EXITS REQ'D (31 EXITS PROVIDED (OK) FOURTH FLOOR UNIT 201 305.6 200 4 (1) EXIT PROVIDED EA UNIT (OKI UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OKI 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 (11 EXIT PROVIDED EA UNIT (OK) UNIT 206 413.9 200 3 111 EXIT PROVIDED IOKI UNIT 207 517.8 200 5 Ill EXIT PROVIDED OK UNIT 208 263 200 5 Ill EXIT PROVIDED OK UNIT 209 249.0 UNIT 210 329.8 UNIT 211 251.1 UNIT 212 329.4 STAIRS 251.1 300 1 <50 ONE EXIT REQ'D HALLWAY 499.6 <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. SUB TOTAL 4,960.7 74 >50 TWO EXITS REQ'D (5) EXITS PROVIDED (OK) FIRST3,545 BLDG TOTALFLO RS 2-4REA 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: 360 424-0394 Fax: O 424-5726 6428 EG STERED ITECT P137M STATE WASNINGTON 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.SH0370GMAIL.COM PHONE: 360-770-3701 M CONSTRUCTION 360.554.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL SHEET TITLE: COVERSHEET Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: 02/08/19 DATE 19-312.DWG 1 COLUMN - GA FILE � N0. CM 1450 SCALE: N.T.S. COMPUTER FILE NAME 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.IA 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 PATIENT ROOMS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. PER MECHANICAL DRAWINGS TYP. 0. 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 A C A _ 1A,74. LL III" N 4 �c,= LLJ C L-- T t- 1' 2 3 21'-10' E Q -4. O -0' 8' CMU I O COLUMN WRAP T 6X6 HSS -I O I N I O O N 8' CMU COLUMN WRAP ❑� 6X6 HISS r -HB EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL -� 75'-0' PER TABLE 1014.5 (OKI 2. OVERALL EXIT TRAVEL DISTANCE < 200'-0' FOR (1-21 OCC. WITH SPRINKLERS PER TABLE 1016.2 (OKI 3. 171 EXITS PROVIDED AND 151 ARE REQUIRED PER 1015.1.1. SINCE WE HAVE BETWEEN 501 AND 1000 OCCUPANT LOAD. [OKI 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT THE EXITS DOORS ARE GREATER THAN 1/5 THE DIAGONAL DISTANCE APART OF THE OCCUPANT AREA SERVED PER 1015.2.1 EXCEPTION 2. (OKI S. EGRESS WIDTH PER OCCUPANT SERVED 638 OCCUPANTS (PER COVER SHEETI (201 INCHES PER OCCUPANT (PER TABLE xxx WITH (I-21 OCCUPANCIES WITH SPRINKLER SYSTEM 1 638 X 1.20) • 128 INCHES. WE PROVIDED 17) EXIT DOORS 146.46.46.46.46.46.46) • 322 INCHES WHICH IS ;, 128 INCHES (OKI 6. INSTALL EXIT LIGHTS 6 FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL I 8' CMU COLUMN OWRAP - - - (H 6X6 HSS e 1 2 -4. FIRST FLOOR PLAN FLOOR PLAN LEGEND EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY SEE WALL TYPES DETAILS ON SHEET A-7.1/ A-7.2 BACKUP ❑ DS BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH EXIT BATTERY BACKUP HARDWARE Q FD 6' • FLOOR DRAIN. SLOPE FLOOR TO DRAIN EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE -HB FREEZE PROOF HOSE BIB. PER MECHANICAL QFE 2A IOBC SEMI -RECESSED FIRE EXTINGUISHER SEE ❑ Q STRUCTRUAL POST OR BUNDLED STUDS. OR HSS FLOOR PLAN SHEETS FOR LOCATIONS SIZE PER STRUCTURAL �x DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE OR CLASS I STANDPIPE IN STAIR LANDINGS OWINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND ROOF AS REQ'D BY FIRE MARSHALL AND 906 OF THE IBC XXX ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE Itl HOUR STRUCT)RAL/ BEARING WALL - 2 X 6 WD FRAMED WALLS • 16. O.C. W/ EXTERIOR SIDING PER ELEVATIONS. _ 0/ TYVEK B.P. 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 BATT INSULATION W/ INTERIOR V.B. W/ 111 LAYER 618' TYPE 'X' GWB LEVEL 4 FINISH. PNT. 0 INTERIOR WALLS TO BE 2 X _ WD FRAMING • 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 • 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 t 'X' GWB EA SIDE OF 2XG WOOD STUDS • 16' O.C. SEE STRUCTURAL FOR SHEARWALL LOCATIONS AND PLYWOOD SHEATHING LOCATIONS 11/21 HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE 0 W/ 20 STUDS • B' O.C. STAGGERED EA. SIDE W/ R-21 BATT INSULATION W/ ON 1/2' RC CHANNEL 6/8' TYPE 'X' GWB BOTH SIDES, LEVEL 4 FINISH, PNT. BOTH SIDES TYP. FRAME ALL WALLS TO BOTTOM OF (t) 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 4 5 6; 7 95'-0' +. 8 9 10 11 12 73'-2' DS 20'-11i' - - - - 13'-4' 11Tea of the modffioaticn forttiront Counter/Check-in and the newCoffee bar 0 SLOPE I CONC. area. I D SIDEWALK SLOPE AWAY 4. I 0 VESTIBULE (2)6>Y , 11' 8' I 9'-2f 100 X -- --- -� I---- --� I F 6-------- 4. A B HB H1 I 3 DS �1 S I DS I -- EXIT O F I OR cb o STAI ELECTRICAL OFFICE 5'-0' I 111 ROOM 102 I I I I 4 -0 112 cb I I FRONT I I LOBBY I! I SEATING DESK - -tot - - - - I GAS FIREPLACE V.T. swBD. - O 11 O T-Of 5'-9}' 104 I I- O- I I I HEARTH SURROUND "' g WITH MANTLE AND I 0 HWT ;in II I N Do R.R. a I - 103 I I cot' 6 - HB - - - - MECHANICAL F.D O `V 113 up Ir�� 8'-8' j - - 4-0 s 1 --0 �R.RpF.D. �I ELEV���� 1I RE ao 109 FLOOR a EXIT I I 0 SINK `T RECESSED 17IF_ I_,� Ilc---- II 15 ml 10 _- ---- --- -- - - a o / 9'4' LT 9' 2 -1 > 16'-3i w - - 0 8'-2' 4'-8' 1-- 6'-2f 16'-5' n O o u> HALL 1e nut - o /I 3'-3r 4'-Of 6'-3t '-n 6'-n 3' 6' 3'- 114 12'-6i -O N - - - = -- - - LINEN, VENDING o � 14 FE ( r 11 JCHUTc F.o.I.C. STAIR EXIT I' E - 106 4'-Or 12 j LAUNDRY I I u I 107 I I I - - I WASHER F.O.I.C. I F.D. WASHER I � I I DRYER N F.O.LC. I I p I � a V.T.O. I { o F.07 " ®R ----Ds-OF--- _ -� 4 B 4.7 5 I IIBREAKFAS 1 U D9L -Q 1 6'-5f 6'-0' 27'-7r I I I � I I � I , I I I � I 0FITNESS V RECESSED D� O - I " I I � i PREP I Al 116 � I�ol I O HOT I O V.T.O. 1 HB B 1n 1 I I _L F B' CMU COLUMN WRAP DS ' _O- - - - - - - , ALUMINUM FENCING SYSTEM W/ TEMPERE 61 GLAZING 9.9 4. 10.9 11 12 --Awk) SCALE: 1/4'-1'-O' HSS TEMPERED A LLLN CARLETTI ARCHITECTS P.S. arclitecture, oanririg, interior deJgn 116 EAST FIR STREET SUITE A MOUNT VERNON, WA. 98273 Phone: (360I 424-0394 Fax: I360J) 424-5726 8429 E STERED ITECT PETER STATE WASHINGTON SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA,LLC 905 20TH STREET ANACORTES, WA 98211 CONTACT: KULJIT SHOKER EMAIL: JAS.SH0370GMAIL.COM C PHONE: 360-770-3701 Fmm CON 360.354.3500 19-312 REVISIONS: 6/14/19 PERMIT SUBMITTAL D' E SHEET TITLE: FIRST FLOOR PLAN Pic PROJECT ARCHITECT: Pic DRAWN BY: Pic CHECKED BY: G 02/08/19 H DATE 19-312.DWG COMPUTER FILE NAME A_2.0 COPYRIGHT 2010 CARLETTI ARCHITECTS. P.S. NKUJCL I I CAM OWNER EK TERA ASARA LLC 005 20TH STREET ANACORTES. WA 08221 PHONE: (3601 770-3701 FAX: EMAIL: jaa.sho37@gmail.com CONTACTS!KULJIT SHOKER ARCHITECT CARLETTI ARCHITECTS. P.S. 116 E FIR ST. SUITE A MOUNT VERNON. WA 08273 PHONE: (3601 424-0304 FAX: (360) 424-5726 EMAIL patartcarlattiorchltacta.com CONTACTS: PETER CARLETTI CONTRACTOR FABER CONSTRUCTION 151 E. GROVER STREET LYNDEN, WA 08264 PHONE: 360-385-8020 FAX: EMAIL: Dalaofabarconatruction.com CONTACTS: DALE KING CIVIL ENGINEER/ SURVEYOR RAVNIK 6 ASSOCIATES P.O. BOX 361 BURLINGTON. WA 08233 PHONE: (3601 707-2048 FAX: 1360) 707-2216 EMAIL, jrovnik*rovnik.nat CONTACT: JOHN RAVNIK STRUCTURAL ENGINEER BRADLEY ENGINEERING 810 YEW STREET BELLINGHAM, WA 08220 PHONE: (3601 752-5705 FAX: - EMAIL david6brad4yonginuringinecom CONTACT. DAVID BRADLEY MECHANICAL ENGINEER BERONA ENGINEERS. INC. 4650 200TH STREET SW. SUITE C LYNNWOOD. WA 08035 PHONE: (4251 744-6053 FAX: - EMAIL: mbarona0baronaanglnaara.com CONTACT: MELCHOR BERONA SYMBOLS NORTH ARROW GRID LINE A 4 BUILDING SECTION A WALL SECTION 4.0 DETAIL 6.0 PROPERTY CORNER INTERSECTION TOP OF SUBFLOOR EL. 10'-10 1/2' ELEVATION MARK 25.00- (NEW) SPOT ELEVATION 25.72' 1EXIST.) ROOM -NAME 101 ROOM NAME / NUMBER O1 DOOR MARK OWINDOW MARK H a FLOOR MATERIAL o U ADJACENCY (7::53& AbbXt:VIA I IUNS vGNGKAL NU I t5 t-Imuicu i VH i H 1 IN GENERAL. PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR PROPERTY INFORMATION ABV ABOVE JNT JOINT FACE OF CONCRETE. UNLESS OTHERWISE NOTED. DO NOT SCALE THESE AFF ABOVE FINISH FLOOR DRAWINGS. USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PROPERTY ADDRESS 007 30TH STREET AC TILE ACOUSTICAL TILE LVL LEVEL DATUM, AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT ANACORETES, WA 08221 ACP ACOUSTICAL CEILING PANEL L LONG, LINE IMMEDIATELY OF ANY DISCREPENCIES. BUILDING CODE 2015 IBC/ 2012 IFC ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ENERGY CODE 2018 WASHINGTON STATE NREC AL ALUMINUM LIN LINOLEUM INITIATING THE WORK NOTIFY ARCHITECT OF ANY DISCREPANCIES. ARCH ARCHITECTURAL LT LIGHT 3. ALL WORK SHALL COMPLY WITH THE 2015 IBC, IFC, IPC. IMC AS AMENDED BY WASH. FIRE SPRINKLERS YES A TILE ASPHALT TILE STATE. PROJECT SHALL ALSO COMPLY WITH THE 2015 NREC AND THE VIACQ CODES. AVG AVERAGE MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICTIONAL CODE AMENDMENTS BY THE LOCAL FIRE ALARM YES MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS 6 ZONING BFF BOTTOM FINISH FLOOR MFR MANUFACTURE INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT VALID CITY BLKG BLOCKING MATL MATERIAL OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT, WHEN REQUIRED BY LAW. ZONING: C- COMMERCIAL BR BRICK MAX MAXIMUM 4 ERRORS, OMISSIONS. AND DISCREPANCIES, IF ANY. SHALL BE REFERRED SITE SF/ ACRES:µµ 35 ACRES BOS BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. PARCEL 'R' MTL METAL 5. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY PARCEL P6061l AND P60612 CPT CARPET MIN MUL MINIMUM MULLION OTHERS PROVIDE ALL BLOCK -OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR DUCTS, PIPES, CONDUITS, EQUIPMENT, FIXTURES, AND CABINETS. VERIFY SIZE AND TWN./ RNG./ SEC. CLG CEILING LOCATION TWN36 RNG02 SEC30 CEM CEMENT NAT NATURAL 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT BUILDING SETBACKS i CENTER LINE NOM NOMINAL UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. C TO C CENTER TO CENTER NA NOT APPLICABLE 7, VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED T0: FRONT STREET (NORTH): 0'-0' REQUIRED (OKI CT CERAMIC TILE NIC NOT IN THIS CONTRACT SEWER. SEPTIC. WATER. GAS. POWER. AND TELEPHONE. CAP, MARK AND PROTECT. SIDE: INTERIOR (EASTI: 0'-0' REQUIRED (OKI CLO CLOSET NTS NOT TO SCALE B DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATION SIDE: INTERIOR (WESTI: 0'-0' REQUIRED (OKI CW COLD WATER NO. t NUMBER MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH REAR: ISOUTH): 0'-0' REQUIRED IOKI COL COLUMN MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT BUILDING HEIGHT CONC CONCRETE OC ON CENTER 0. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF ALL GOVERNING CMU CONCRETE MASONRY UNIT OD OUTSIDE DIMENSION AUTHORITIES, AT RATED PARTITIONS, FLOORS. CEILINGS. AND ROOF 40'-0' MAX ALLOWED PER ZONING CONST CONSTRUCTION 0/ OVER LOCATIONS. ALL REQUIRED FIRE -RATED PARTITIONS SHALL BE (42'-0' MAX ALLOWED FROM AVERAGE EXISTING GRADE) CONTINUOUS OVHD OVERHEAD CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE PARKING CALCULATION CCONT OLRD COORDINATE 10 THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES, INCLUDING COR CORRIDOR PNT PAINT DESIGN -BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY -PARKING REO'D MOTEL CFM CUBIC FEET PER MINUTE PTO 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 DTL DETAIL P LAM PLASTIC LAMINATE 11, NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED -(21 ACCESSIBE ADA STALLS PROVIDED 1 BEING VAN(OK) D1A DIAMETER PLYWD PLYWOOD FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE DIM DIMENSION PT POST -TENSIONED CONCRETE OF OCCUPANCY. NO EXCEPTIONS. BUILDING CODE DATA DO DITTO PRESSURE -TREATED WOOD 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING, MECH.. ELEC.. FIRE SPRINKLER. OCCUPANCY IR-11- RESIDENTIAL - HOTEL DR DOOR FIRE ALARM SYSTEMS 6 SIGNAGE. IN - ACESSORY USES TO HOTEL- OFFICE- FRONT DESK, BREAKFAST ROOM DN DOWN QT QUARRY TILE 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. PRIMED AND PAINTED. D S. DOWNSPOUT RL RAIN LEADER CONSTRUCTION TYPE V-A FULLY SPRINKLED. DWG DRAWING 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. R-1 ALLOWABLE 14) STORY 98,000 S.F AND 70'-0' TALL. DF DRINKING FOUNTAIN REF REFRIGERATOR. REFERENCE PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES, DECKS, OR PORCHES EA EACH REINF REINFORCING BAR ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER FIRST FLOOR 5.558 S.F. COVERED PARKING/CANOPY 1,410 S.F. ELEC ELECTRICAL REV REVISION 15. SLOPE ALL DECKS. PATIOS, AND WALKWAYS AWAY FROM BUILDING SECOND FLOOR 4.818 S.F. R RISER. RADIUS MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. THIRD FLOOR 4.818 S.F ELEV. EL ELEVATION RM. RMS ROOM. ROOMS FOURTH FLOOR 4.818 S.F. EQ 0EXIST EQUAL EXISTING RO ROUGH OPENING 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED TO PREVENT CRACKING. SAW CUT ALL SLABS AS REQ'D. TOTAL SF 17.812 S.F. NO STORY EXCEEDS 36.000 S.F. EXT EXTERIOR 17. PROVIDE FIREBLOCKING, DRAFTSTOPS. AND FIRESTOPS IN ATTICS. FLOORS. SCHED SCHEDULE AND WALL CAVITIES AS REQUIRED PER THE IBC. FIRE FLOW SEC SECTION 18. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE IPC 6 IBC. PO FACE OF. FINISH OPENING SHT SHEET AND WALL CAVITIES AS REQUIRED PER THE IBC. V-A 17,812 FIRE FLOW 2,750 FRP FIBERGLASS REINF POLYESTERSV SHEET VINYL REDUCE BY 76% FOR SPINKLERS - 1,500 REQURIED (OK) FIN FINISH Sc SOLID CORE 10 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF PANEL SF SQUARE FEET SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. DEFERRED SUBMITTALS FD FIRE DAMPER S b V STAIN & VARNISH 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS. -ELECTRICAL PERMIT/ DRAWINGS FE FIRE EXTINGUISHER SV SHEET VINYL METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. -FIRE PROTECTIONS SYSTEM - FIRE SPRINKLERS FF FACTORY FINISH STRWY STAIRWAY -FIRE PROTECTIONS SYSTEM - FIRE ALARM 6 DETECTION SYSTEM FF FINISH FLOOR STL STEEL 21, CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL -SIGNAGE PERMITS STOR STORAGE CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S LIGHTING PLAN AND NREC FRT FLASH FIRE RETARDANT TREATED FLASHING STRUCT STRUCTURAL CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: (I) SET OF SHOP DRAWINGS. PRODUCT LITERATURE, EQUIPMENT WARRANTEE MANUALS. SPECIAL INSPECTIONS REQUIRED FLR FLOOR SUSP SUSPENDED 22, CONTACTOR SHALL PROVIDE SOLID BLOCKING, UNLESS NOTED OTHERWISE AS REQUIRED PER IBC CHAPTER 17 PROVIDE THE FOLLOWING F.A. FLUID -APPLIED THRESH THRESHOLD FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS. FINISHES. AND FIXTURES. THE SPECIAL INSPECTIONS: FND FOUNDATION T.O. TOP OF CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE EARTHWORK AND COMPACTION FOIC FURNISHED BY OWNER, T TREAD. THICKNESS INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE, MENU BOARDS ETC. CONSTRUCTION STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING TEMPERED EPDXY AND DOWLEANCHORS AND RENGT BAR FOIO INSTALLED BY CONTRACTOR FURNISHED BY OWNER, TS TUBE STEEL 23. WHERE EXISTING WORK 1S DAMAGED, CUT, OR DEFACED DUE TO PERFORMANCE STEEL REINFORCEMENT OF NEW WORK, THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING CONCRETE INSTALLED BY OWNER TYP TYPICAL 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 FCIC FURNISHED BY CONTRACTOR, UNPIN UNFINISHED INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWISE 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE GA GAUGE UR URINAL ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. SPECIAL USE SECTION 420 708 FIRE PARTITIONS GALV GALVANIZED VCT VINYL COMPOSITION TILE GLP GLASSATOR ALARM PANEL V NRT VINYL VERTICAL N R G Y CODE DWELLING UNITS I - R-1 SHALL COMPLY WITH THIS NG HELSAMEWBUILDING HALLALLS NBE GWB GYPSUM WALLBOARD VR VAPOR RETARDER BUILDING CONSTRUCTED AS ENVELOPE SECTIONNERAL FIRE PARTITIONS PER IBC 708 708.3 FIRE RESISTANCE RATING -FIRE PARTITIONS VTO VENT TO OUTSIDE 4203 - HORIZONTAL SEPARATION - WALLS SEPARATING SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS HC HANDICAP WC WATER CLOSET 1. SLAB INSULATION, IF ANY SHALL CONFORM TO THE SPECIFICATIONS DWELLING UNITS IN THE SAME BUILDING SHALL BE THAN 1 HOUR: HDWE HARDWARE WP WATERPROOFING AND, IF EXPOSED, SHALL BE PROTECTED AGAINST DAMAGE FROM ALL CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN EXCEPTION 2: DWELLING UNIT AND SLEEPING UNIT IN HP HEAT PUMP INS WHEEL STOP SOURCES. ACCORDANCE WITH SECTION 711. (NOT REQUIRED BUILDINGS OF TYPE V-B CONSTRUCTION SHALL HAVE HT HEIGHT W WIDTH 2. ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS BECAUSE THERE IS NOT HORIZONTAL SEPARATION FIRE RESISTANCE RATING OF NOT LESS THAN 1/2 HOUR HM HOLLOW METAL WDO WINDOW PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED BETWEEN DWELLING UNITS.) IN BUILDINGS EQUIPPED THROUGHOUT WITH AND HOR HORIZONTAL w/ WITH 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 AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 HB HOSE BIB WD WOOD PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH HW HOT WATER WI WROUGHT IRON THOSE SHOWN ON THE PLAN. AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE 708.4 CONTINUITY - FIRE PARTITIONS SHALL HWT HOT WATER TANK WRGB WATER RESISTANT 4. AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS WITH SECTION 003.2.8 (OK) PROVIDING FIRE SPRINKLER EXTEND FROM THE TOP OF THE FOUNDATION OR HMD HOLLOW METAL DOOR GYPSUM BOARD AND GAPS IN FRAMING. SEALANTS SHALL BE OF THE NON -HARDENING SYSTEM FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE HMF HOLLOW METAL FRAME ZINC ZINCALUME TYPE. OF THE FLOOR OR ROOF SHEATHING. SLAB OR DECK ABOVE OR TO THE FIRE RESISTANCE RATED FLOOR/ 5. WALL. CEILING AND SLAB INSULATION SHALL BE AS CALLED RATED ASSEMBLIES CEILING OR ROOF/CEILING ASSEMBLY ABOVE. AND I INSIDE DIMENSION OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS SHALL BE SECURELY ATTACHED HERETO. HOUR INSUL INSULATION REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE TABLE 601 RATING REQ'D FOR BUILDING ELEMENTS RATED WALLS BETWEEN DWELLING UNITS EXTEND FROM BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED INT INTERIOR WALLS. IT SHALL BE CONTINUOUS AND SEALED. BUILDING ELEMENT TYPE V-A FOUNDATION TO THE UNDERSIDE OF THE FLOOR AND V I C I N I T Y M A p 6. FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED PLANS. i t S;I.TE ,-LO,QATI.O : 04 Pj I sn. ? � C 7 (-ITy OF 0" PRIMARY STRUCTURAL FRAME 1-HOUR BEARING WALLS EXTERIOR INTERIOR 1-HOUR NON -BEARING S AND PARTITIONS 0- 0 FLOOR ASSEMBLY 1•HOUR ROOF CONSTRUCTION 1-HOUR -ALL BEARING WALLS 1-HOUR RATED SEE FILE t GA 3661 -ALL STAIR/ ELEVATOR/ SHAFT WALLS 2-HOUR RATED SEE FILE 0 GA WP 4230 -1/2 HOUR FIRE PARTITION BETWEEN UNITS SEE GA FILE t GA $380 -ALL FLOOR ASSEMBLIES 1-HOUR RATED SEE FILE t PC 5012 .ALL ROOF ASSEBLIES 1-HOUR RATED SEE FILE t RC 2603 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 705.7 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 5. 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 W 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 50TH ST PLAN L PROFILE 1 SHEET 8 OF 17 30TH ST PLAN 6 PROFILE 1 SHEET 0 OF 17 'Q' AVE PLAN 6 PROFILE CARLETTI ARCHITECTS F.S. SHEET 10 OF 17 DIMS. PARKING .SIGNAGE archltecWre, planning, intaw design SHEET 11 OF 17 BUILDING SETBACK AND CROSS -SECTIONS SHEET 12 OF 17 DETAILS 116 EAST FIR STREET SHEET 13 OF 17 DETAILS SHEET 14 OF 17 DETAILS SUITE A SHEET 16 OF 17 SPECIFICATIONS MOUNT VERNON. WA. 98273 SHEET 17 OF 17 SPECIFICATIONS ARCHITECTURAL Phone: 40424-0394 Fax: 360) 424-57265726 A-10 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 6429 A-2.4 ROOF PLAN E STERED A-2.5 SCHEDULES ITECT A•2.6 SCHEDULES A-2.7 FIRST FLOOR REFLECTED CLG PLAN A-2.8 SECOND FLOOR REFLECTED CLG PLAN PETER A-2.0 THIRD FLOOR REFLECTED CLG PLAN STATE WASHINGTON A-2.10 FOURTH FLOOR REFLECTED CLG PLAN A-3.0 ELEVATIONS A-4.0 SECTIONS 6-14.10 A-4.1 SECTIONS A-4.2 SECTIONS A-4.3 SECTIONS A-4.4 SECTIONS A-5.0 TYPTWALL SECTIONS SALISH INN A-5.1 TYP. WALL SECTIONS 907 30TH STREET A-5.2 TYP. WALL SECTIONS A-60 STAIR DETAILS ANACORTES, WA 98221 A-6.1 WALL TYPES A-6,2 DOOR/ WDO DETAILS A•6.3 SIDING DETAILS A-6.4 ROOF DETAILS STRUCTURAL 5-1 of 10 FOUNDATION PLAN S-2 of 10 DETAILS 9-3 of 10 SECOND FLOOR FRAMING EK TERA ASARA, LLC S-4 of 10 THIRD FLOOR FRAMING 905 20TH STREET S-5 of 10 FOURTH FLOOR FRAMING S-6 of 10 ROOF FRAMING ANACORTES, WA 98211 5-7 of 10 MAIN FLOOR SHEAR WALLS CONTACT: KULJIT SHOKER S-8 of 10 SECOND - FOURTH FLOOR SHEAR WALLS 9-0 of 10 ELEVATION HOLD DOWNS EMAIL: JAS.SH0370GMAIL.COM S-10 of 10 NOTES SPECS PHONE: 360-770-3701 MECHANICAL M-0.0 LEGEND 6 NOTES M-0.1 HVAC SCHEDULES M-2.1 FIRST FLOOR HVAC PLAN M-22 SECOND FLOOR HVAC PLAN RGER M-2.3 THIRD FLOOR HVAC PLAN M-2.4 FOURTH FLOOR HVAC PLAN CONSTRUCTION M-2.5 HVAC ROOF PLAN M-3.0 HVAC DETAILS 360.354.3500 P-0.0 LEGEND & NOTES P-0.1 PLUMBING SCHEDULES P-2.0 FOUNDATION PLUMBING PLAN 19-312 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 REVISIONS: P-3.3 THIRD FLOOR DOMESTIC WATER PLAN P-3.4 FOURTH FLOOR DOMESTIC WATER PLAN 6/14/19 PERMIT SUBMITTAL P-4.0 PLUMBING WASTE 6 VENT RISERS P-4.1 PLUMBING DETAILS LANDSCAPE L-1 PLANTING PLAN ENVELOPE REQUIREMENTS PER 2012 IECC. 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. SHEET TITLE: THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A COVERSHEET PRESSURE DIFFERENTIAL OF 0.5 INCHES WATER GAUGE IN ACCORDANCE WITH ASTM E 770 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, Pic STACK EFFECT AND MECHANICAL VENTILATION. PROJECT ARCHITECT: C402.4.3 AIR LEAKAGE OF FENESTRATION. Pic THE AIR LEAKAGE OF FENESTRATION ASSEMBLIES SHALL MEET THE DRAWN BY PROVISIONS OF TABLE C402.4.3. TESTING SHALL BE 1N ACCORDANCE Pic WITH THE APPLICABLE REFERENCE TEST STANDARD IN TABLE C402.4.3 CHECKED BY: BY AN ACCREDITED, INDEPENDENT TESTING LABORATORY AND LABELED BY THE MANUFACTURER. 02/08/19 C402.4.5.2 OUTDOOR AIR INTAKES AND EXHAUSTS. DATE OUTDOOR AIR SUPPLY, EXHAUST OPENINGS AND RELIEF OUTLETS SHALL BE PROVIDED WITH CLASS ]A MOTORIZED DAMPERS WHICH CLOSE 19-312.DWG AUTOMATICALLY WHEN THE SYSTEM IS OFF. RETURN AIR DAMPERS COMPUTER FILE NAME SHALL BE EQUIPPED WITH MOTORIZED DAMPERS. DAMPERS SHALL HAVE MAXIMUM LEAKAGE RATE 4 CAT 1.0 INCH WATER GAUGE ( 1 W.O.) (240 PA) WHEN TESTED IN ACCORDANCE WITH AMCA 500D. BL G OFFICAIL TO CHOOSE 12 UNITS TO DO BLOWER DORR TEST A=�0-0 Dale King From: Dale King Sent: Monday, February 1, 2021 12:13 PM To: Frisinger, Rob; buildingpermit@cityofAnacortes.org Cc: Measamer, Don; Raymond Faber; Darren Leyenhorst; Jack DeMooy Subject: FW: Modification on the Front counter at Salish Inn! Attachments: Front Counter Salish Inn Modification.pdf, Salish Inn - Front Desk.pdf Rob, Here is the copy of the first email I sent on the front count. I have sent 4 other emails with the plans. I am not sure why you have not received the plans. Could you please confirm receipt of this email? Thank you, Dale King I Faber Construction From: Dale King Sent: Wednesday, January 20, 20212:34 PM To: Frisinger, Rob <robf@cityofanacortes.org> Cc: Measamer, Don <don@cityofanacortes.org>; Fyrrce, Groc <gfyrrce@cityofanacortes.org>; Jack DeMooy <Jack@faberconstruction.com> Subject: Modification on the Front counter at Salish Inn! Good afternoon Rob, Owners are wanting to add a coffee bar area to the front counter/ Check -in area. Here is the floor plan where the design for the modification is. I have also included the cabinet plans to show the ADA area of the check in as well for the review and change in scope of work. Our plan is to pump the sink drain up to the ceiling in that area and then drop into the nearest drain. Please let me know your thought or if you need anything else from me on this modification. Thank you, Dale King P.Sm Project Manager ph: 360.354,3500 1 c: 360.383.8920 1 e. dale(affaberconstruction.com CONSTRUCTION faberconstruction.com I facebook I linkedin FEB 01 2021 . Dale King From: Ed Clark <Ed@RightwayPlumb-Heat.com> Sent: Wednesday, January 20, 2021 3:42 PM To: Dale King Subject: Salish Inn- Coffee Bar Attachments: CCE01202021.pdf Dale I am sending you spec on the pump,sink,faucet for the coffee bar. Take a look sink is 17"x22" x7" deep. 22" front to back 17" side to side. It should work . Also sent a faucet . This is just so the owner has something to go off of. If he likes it Let me know so I can get a c.o going. Cost on the Sink is $103 and faucet is $145 if he need to know cost on them Thanks FA i Ed Clark DIGHTWAY Right Way Plumbing, Heating, Air Conditioning Inc. PLUM Il1G,8E6fiN,G,All CONDITIONING lfffi O: 360.855.2665 1 F: 360.855.0631 1 E: ed(a)-rightwayplumb-heat.com I� www.rightwayplumb-heat.com 647 Sunset Park Dr Suite A, Sedro-Woolley, WA 98284 Gy FEB 01 2021 "ITI Y OF ANACORTP� 1 Product Features • 20 gauge stainless steel • Self -rimming • Available with 3 faucet holes • Sink clips included • Overall size 17" X 22" • Bowl size 14" X 15-718" • Bowl depth:T • Drain diameter: 3-112" • Minimum cabinet size: 20" • Under spray coating and pads for sound deadening and insulation Alodel Numbers PFSR172273A 17X22 3H 7.0 20 GA 1 B SS SINK RYE ta C= jJ ED a FEB Q i� .-aqy OF ANAGORTFO, Warranty and Codes This Pfi0FL0 stainless steel sink carries a limited lifetime warranty. In an effort to continually improve our products, we will make design changes from time to time. We reserve the right to ship newly designed product to fill any order unless it is agreed in writing to do otherwise. These products meet or exceed ASME/ANSI A112.19.3n1. NC-�C Q 2017 Ferguson Enlerprlses, Inc. All Rights Reserved PFSR172273A Product Specifications All measurements are nominal. Please verity before actual installation. Distributed Exclusively by Ferguson and Wolseley Canada CAP 1212017 Product Features • Ceramic disc cartridge • Metal lever handle • Single hole installation • Max. flow rate: 1.8 gpm (6.8L/min) at 60 psi • Lifetime limited warranty • Meets Al12.18.1 • NSF 61 compliant • cUPC/IAPMO listed • ADA compliant Model Numbers PFXC1701CP PFXC1701BN PFXC1701 MB Chrome Brushed nickel Matte blar Optional Parts PH711DP* 8" deck plate Warranty and Codes Product Specifications 151, (383mm) -1/2" ?3mm) 0rnr This product comes complete with installation, operating, care and maintenance instructions. This PROFLO faucet carries a limited lifetime warranty when installed in residential applications. The warranty is five years in commercial applications. This product meets ASME: All 2.18.1. *Compliant with lead content requirements of US Senate Bill S.3874 PFXC1701CP l F.� FN [ tw �D a EEAD P c eorrwMi C 0 2020 Ferguson Enterprises, LLC. All Rights Reserved Distributed Exclusively by Ferguson and Wolseley Canada FG 06/2020-A Is juberunip 0 tv Pump Specifications 0 25 t 20 15 tL LL Z QO W t' J N cv o � J 5 G 01 0 LITERS PER MINUTE 20 40 60 ®0 100 120 140 160 10 20 30 40 GALLONS PER MINUTE 404_PI R12l5l2017 t"Cupyright 2017 Libeny Pumps Inc. All rights reserved. Specifications subject to change wilhuut notice. 7 6 5 y E 4= Q0 W H 3 2 1 0 404-Series Dimensional Data 14.75' [375MMI 1-0 • 6.9" 174.5nim 13.7" 13.7" CORDS - 11 5V PIGGY BACK - AUTOMATIC 13.7 1348.7 , Lill LJ WH 9.9 i a [250.2 ] [288j 404 SERIES DIMENSIONAL JAN '207 [*AMA; 1 WEIGHT: 1-13 LOS I - 404_P2 R 1215/20 17 CCopyrighi 2017 Liberty Pumps Inc. All right. reserved. Specilications subject to change % ilhoul notice. IL ddM, 404-Series Data FULL LOCKED THERMAL STATOR CORD CHECK MODEL HP VOLTAGE PH. LOAD ROTOR OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC ALARM VALVE AMPS AMPS TEMP CLASS FT. 04 1/3 115 1 5.2 8 105'C I °F B 10 1 1/2' YES 221 404CV 1/3 115 1 5.2 8 105'C! 221°F B 10 1112" YES YES 404/A 1/3 115 1 5.2 8 / B 10 1 1/2° YES YES 21 221'F 404CV/A 1/3 115 1 5.2 8 105'C / B 10 1 1/2" YES YES YES 221°F 404/A- 1/3 115 1 5.2 8 105,C / °F B 10 1 1/2" YES YES @ NIGHTEYE EYE 221 404CV/A- 1/3 115 1 5.2 8 105'C / B 10 1 1/2" YES YES e YES EYE 221 °F NIGHTEYE 404E 1/3 115 1 5.2 8 105'C / 221 °F B 10 2" YES 404CV models are R-Le, Certified to UPC and IPC requirements of ASME Al12.3.4 / CSA B45.9 404-Series Technical Data IMPELLER VORTEX HIGH TEMPERATURE ENGINEERED POLYMER SOLIDS HANDLING 3/8" PAINT PUMP POWDER COAT MAX LIQUID TEMP 40'C / 1047 CONTINUOUS, 60'C / 140°F INTERMITTENT MAX STATOR TEMP CLASS B 130'C/ 266'F THERMAL OVERLOAD 105'C / 221°F POWER CORD TYPE SJTW MOTOR HOUSING DEEP FINNED POWDER COATED ALUMINUM VOLUTE ENGINEERED POLYMER SHAFT STAINLESS HARDWARE STAINLESS ORRNGS BUNA N SHAFT SEAL ENGINEERED DOUBLE LIP WITH STAINLESS SPRINGS WEIGHT 13 LBS TANK MATERIAL POLYPROPYLENE INLET SIZE 11/2" FEMALE NPT 2" FEMALE NPT on 404E DISCHARGE SIZE 11/2" FEMALE NPT 2" FEMALE NPT on 404E VENT SIZE 11/2" FEMALE NPT 2" FEMALE NPT on 404E 404_P3 R12/5/2tt 17 vCopyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice t Li C CS e7 < �i W I� � I.L. 404-Series Specifications 1.01 GENERAL: The contractor shall provide labor, material, equipment, and incidentals required to provide(QTY) commercial drain pumps as specified herein. The pump models co red in this specification are Series 404 single phase pumps. The pump furnished for this application shall be model vas manufactured by Liberty pumps, and have a maximum fluid temperature rating of 140 degrees F. 2.01 OPERATING CONDITIONS: t`S Each drain pump shall be rated at 1/3 hp volts, single phase, 60 Hz. 3450 RPM. The unit shall produce G.P.M. at_,ZQ� feet of total dynamic head. The drain pump shall be capable of handling effluent with 3/8" solid handling capability. The drain pump shall have a shut-off head of 21 feet and a maximum flow of 38 GPM @ 5 feet of total dynamic head. The pump shall be controlled with a piggy back style on/off float switch. 3.01 CONSTRUCTION: Each drain pump shall be equal to the Series 404 with c�us Certified pump as manufactured by Liberty Pumps, Bergen NY. The motor housing shall be constructed of a deep finned powder coated aluminum. The motor housing shall be oil filled to dissipate heat. Air filled motors shall not be considered equal since they do not properly dissipate heat from the motor. All mating parts shall be machined and sealed with a Buna-N 0-ring. All fasteners exposed to the liquid shall be stainless steel. The motor shall be protected on the top side with sealed cord entry plate with molded pins to conduct electricity eliminating the ability of water to enter internally through the cord. The motor shall be protected on the lower side with an engineered double lip seal with stainless steel springs. The tank shall be made of polypropylene. 4.01 ELECTRICAL POWER CORD The drain pump shall be supplied with 10 feet of multiconductor power cord. It shall be cord type SJTW, capable of continued exposure to the pumped liquid. The power cord shall be sized for the rated full load amps of the pump in accordance with the National Electric Code. The power cable shall not enter the motor housing directly but will conduct electricity to the motor by means of a water tight compression fitting cord plate assembly, with molded pins to conduct electricity. This will eliminate the ability of water to enter internally through the cord, by means of a damaged or wicking cord. 5.01 MOTORS Single phase motors shall be oil filled, permanent split capacitor, class B insulated, NEMA B design, rated for continuous duty. At maximum load the winding temperature shall not exceed 130 degrees C unsubmerged. Since air filled motors are not capable of dissipating heat they shall not be considered equal. The pump motor shall have an integral thermal overload switch in the windings for protecting the motor. The capacitor circuit shall be mounted internally in the pump. 6.01 BEARINGS AND SHAFT Upper and lower ball bearings shall be required. The bearings shall be a single ball / race type bearing. Both bearings shall be permanently lubricated by the oil, which fills the motor housing. The motor shaft shall be made of 300 or 400 series stainless steel and have a minimum diameter of .311". 404 P4 R12i5!2O17 i. Copyright 2017 Libcny Pumps Inc. All right_+ rew—d. Spcciticalions subject to change withcnu mile,. 7.01 SEALS The pump shall have an engineered double lip seal with stainless steel springs. The motor plate / housing interface shall be sealed with a Buna-N o-ring. 8.01 IMPELLER The impeller shall be molded engineered polymer, with pump out vanes on the back shroud to keep debris away from the seal area. It shall be threaded to the motor shaft. 9.01 CONTROLS All units are supplied with CSA and UL approved automatic wide angle tilt float switches. The switches shall be equipped with piggy back style plug that allows the pump to be operated manually without the removal of the pump in the event that a switch becomes Inoperable. The switches shall be mounted under a separately sealed access cover and tethered to a removable stainless steel rod for easy removal and serviceability. 10.01 PAINT The exterior of the casting shall be protected with powder coat paint. 11.01 SUPPORT The polyolefin tank shall be a free standing unit. 12.01 SERVICEABILTY Components required for the repair of the pump shall be shipped within a period of 24 hours. 13.01 TESTING The pump shall have a ground continuity check and the motor chamber shall be Hi -potted to test for electrical integrity, moisture content and insulation defects. The motor and volute housing shall be pressurized, and an air leak decay test is performed to ensure integrity of the motor housing. The pump shall be run, voltage current monitored, and the tester checks for noise or other malfunction. 14.01 QUALITY CONTROL The pump shall be manufactured in an ISO 9001 certified Facility. 15.01 WARRANTY Standard limited warranty shall be 3 years. FEB 0 1 2021 404_P5 R 12/5!2017 Copyright 2017 1. iberty Pumps Inc. All rights reserved. Specifications subject to change without notice.