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HomeMy WebLinkAboutDOC-2021-Revision for Cabinets and Plumbing - K & S og CODE ,CAW Ty, Al PO FIELD 11.4 Proposed counter configuration approved with SHOP DRAWINGS redline comments. PROJECT: Salish Inn - Ground Floor .11 ECNVItin 01/15/2021 FM 0 1 2021 L t_!!: +TY OF ANAW:ggsz K&S Woodworks Contractor: Faber Construction Architect Firm: Fill in Site Address: 9629 Benson Rd Project Manager: Dale King Architect: Fill in 907 30TH Street Lynden, WA 98264 Phone: 360.383.8920 Architecturals Date: Fill in Anacortes, Wa Phone: 360-354-1043 Email: dale@faberconstruction.com 98221 Engineer: - i i 86 5/8 1 pi . 1 , N1 FEB a 1 2021 L. l ._� t � 0 w •iTY OF ANACORTFP, 0 2 Co — C 5 / \ = Possible O small sink # 35 #36 r Location #33 # 34 v OD # 32 - e a e R ' ' Cl) (/) o 3 Display Cabinet C 1 34" max counter — 2 r- height at ADA area. w #31 ` c n N c N — U Q # 44 # 43 #4 #41 #40 # 39 #38 37 vII J /6" high Beer n eception are i Cooler high Nc�e area L co O #45 Dis lay 6 #46 �I #47 .a 00 m co M 42" high fridge 42" high ADA Area- coMo bar area bar area , / ' , i:j, c 0 CD W 0 V) Q .c c i 238 5/8 N..); 4 w ° Print Date: Bar Stool 01/15/2021 Area ' DWG. By: K®v Sheet 2 of 5 K&S ..,0„,„„.R.R /2 f 3 1-/ 1y4 27 3/4 / 27 3/4 1//2 - 39 1/8 / 54 3/4 / O / 95 1/2 39 3/8 H O \ o\ C p 0 N (.9 co 113 co O o C 2 27 3/8 / C o Coffee Machine C M O N. \ i ' -1 4 09 N U ' (13 L` < / } M ' (f)M -L J 1 L O u_ v^ FY \ \ pii 'ni pii \ \ t/� �O M 3 !t714/14 O � / 35 7/8 / 6 73 8 .' / ..,, 8 7/8 / 46 5/8 / 1/y4 2#7 3/4 / / 95 3/8 / L c c o O m mN d- / 138 3/8 / / 152 / 3 m CO oo co SS SS c.(53 6 V) Q O . O C .( > 0 Y n E . Q Print Date: 01/15/2021 DWG. 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K&S Woodworks cp 0 Salish Inn Ground Floor CD co v shop: 9629 Benson Rd ' P. p ` N mailing: 9641 Benson Rd p < o Lynden WA, 98264 Faber Construction -I, N i^ Cn phone: 360.354.1043 Site Address: 907 30TH Street \ ''7.- ------------ lull!' ,, --,- ---- -- 1 7\ /( -------------------- 7 • CD '4: 1r S 89°59'13"E 380.00'(380'PLAT) 3+00 4+00 SCALE 1 = 10' : , v 7 I v + + V I- I I I I v -I- o - - -, �� 0+00 SOUTH = 0 5 10 PO _ �o T� STREET 3+80 EAST NZ SIGN LEGEND N I 40.00' ` v- �i 34.00' ` ` I "HANDICAPPED PARKING ONLY" R7-8b. �} ; - 12"x18" "VAN ACCESSIBLE" R7-8P5, 12"X6" -� t r.Jrr!' III I I I1 __i-_-_-_I ---di--- - - 4 S. •H__ HE1_[--H_A.ii_=4: 4 �� m__ -_-'_� a I STRIPING LEGEND �� ICH] -1=111 • I III I I a d , I I I I c I I ' l I ( I I _ TYPICAL 4" WIDE YELLOW PAINT LINES l AND BORDER (2 COATS) PER WSDOT a ° ° ° a . ° STD PLAN M-17.10-02 FORA VAN ° 4 ° a a • ,, ° ° 4 ° 4. a /4IILILA ° a ACCESSIBLE STALL. d ° d ° • ad 24'00• ° a !] ° a° °a d c ° a QI40 ° 4 ° ° ° a ° ° t T®- TYPICAL ACCESS PARKING SPACE SYMBOL I -- i a d _ I � � r (WSDOT STANDARD SIZE) CONSISTING OF A ��I�� U LU • -MI89`59'13"\$tso.o ' WHITE WHEEL CHAIR SYMBOL PON A B E i I / 1]- 1 _ ° ° WSOTRSTD PLAN I M-24601TOE2BORDER PER �� �� .. , _ _ CI -LI_I_-ILL-111 I ■■ OY■ ■ �� TYPICAL 4" WIDE WHITE PAINT STALL STRIPE 4} 8. 0' w • 1 u) m °° (2 COATS) 6JiCt. " I 1 M0 fib V F- s L _ I ° - ■ PARKING REQUIREMENTS: 19s0' 18.00 _ I • ° 1 STALL/GUEST ROOM 59.50' ._ la Nj • d J jO dOao-II ■I -eso' -6.50' - 8.50 esD --Bso'--8.5O'--8.5D'- 4.00• / , 7 ', / ° ONE THIRD OF PARKING STALLS MAY BE COMPACT T_ a_ 1 400 E ! In I - 9.00 ° .( : : II, I ONE BICYCLE RACK PER 5 PARKING STALLS SHALL BE 4.00' I IG�1 a ' Ih,Iil, '� PROVIDED. RACK TO ACCOMMODATE 7 BICYCLES. 36 MOTEL ROOMS REQUIRES 36 ONSITE PARKING STALLS 1 5'x12• CONCRETE PAD WIN /� 'N ® IL ° a T' I. cl 24.00' BIKE RACK TO ACCOMMODAT7 S /7 a ° IilLi I F.F.=69.60 ¢ILI �� ONSITE PARKING PROVIDED = 36 STALLS \� ° I } _ -a�- °co o Ia. z STANDARD STALL: MUST BE AT LEAST 8.5 FEET WIDE AND 1 a I o A AT LEAST 18' DEEP. W M L - J_ _ ■ a ° I'� 0' COMPACT STALL: MUST BE AT LEAST 8.0 FEET WIDE AND z . C I I - 8 -- - ' ' F AT LEAST 16' DEEP. -8.50'----8.50' 8.50''1I 8.50'_ 8.50'--8,50'-8.50' -8.00' B.00•--B.Do'- o u, _III C = COMPACT PARKING STALL (STENCILED WHITE w 1 20.00' �- - IL O - - I a : ' T 1 +00 Ba.o'' COMPACT LETTERS 12" HIGH) -i- Ie . aI ' �- ® rril ' ° 0 CAR CHARGING STATIONS: SHALL BE PROVIDED FOR A III 1 MINIMUM 20% OF THE PROVIDED ONSITE PARKING. 1 0 .I '1111111 4 THEREFORE, 8 CAR CHARGING STATIONS SHALL BE - , ,_ _ , 1 r---, -, , , 9!! A _--:,,, IMMO" 1111111 T PROVIDED AT THE LOCATIONS DENOTED AS a) TO SERVE 8400' 8.00' J D9'-r. - I,-- 1 9� t ?,.�� \� !1'Ei TWO STALLS EACH. I I I 20.00 I { 45.00•I I\ ` ° a I o '��TOOO-� B -�, .50' 8.50' 8.50'--8.00• 8.50' 8.50' II .00 8.50'---8.50' 8.50' 8 ' 9.50' 16.00' I \\ 8.00'---, 8.00' 8.00' ... 8.00'-8.00'- ' ' I S I E-- I 1 �e 1: I I 25.58• 4 • _} b _ , I I C C I C ENGINEER I DATE e } 1 \ I• .t0.D0; \ a ° THIS PLAN SHEET IS ACCEPTED FOR CONSTRUCTION IN ACCORDANCE WITH THE CITY OF 0. 8.00' p ® ° ° ANACORTES ORDINANCES AND POUCES.ACTUAL CONFORMANCE OF THE DESIGN PATH o' A APPLICABLE LAWS IS THE SOLE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER, WHOSE F-1.50' NAME AND STAMP APPEAR ON THIS SHEET. ACQUIRING,COMPLYING WITH,AND PROVIDING I _ __ _ _ __ L-J I 1 ' 4 I MI1IGA1ION FOR ALL FEDERAL STATE,COUNTY,AND LOCAL LAWS,PERMITS,AND MANDATES, -� 7 '� '- c -` - - d INCLUDING BUT NOT LIMITED TO THE ENDANGERED SPECIES ACT,FEDERAL WETLAND PERMIT, S 89',9'0/"t I�U.UU' STATE DEPARTMENT OF FISHERIES AND HYDRAULICS PERMIT,FEDERAL FLOOD PLAIN 23.00' 1.00' ai PERMITS. NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM PERMIT IS THE RESPONSIBIUTY OF THE DEVELOPER.LAND OWNER,AND THEIR ENGINEER.THE ISSUANCE OF ° d THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WITH APPLICABLE 15,00' 4 a LAWS AND PERMIT REQUIREMENTS. ° ° a4 A I - ° CITY ENGINEER DATE - - - - - - Vf/77T/7777TJ7l77lf7//////� CONSTRUCTION FOR THE ACCEPTED PROJECT IS TO START WITHIN ° an a 1 YEAR OF THE DATE. EX. ECOLOGY BLOCK WALL -- ------------------ --- - - - 1 X --- III 'LAN S ' A U&e 0 REV. NO. REVISION DATE BY APPROVED Ravn 1 Associates Inc. SHEET DESCRIPTION: SHEET TITLE: 1DRAWING NO. lj1L ��/� ;� SCALE: 1"_,D' AVENUE S�A7 TLTI S I� INN�+�7 CIVIL ENGINEERING & LAND-USE PLANNING • �_�A �`',l SI® 5 �� � T�9 DRAWN BY: D. REMSEN 3002 ¢� ["il�! E1`I V I`I {9®'7 3o T H STREET) JOB N0. 1633 LINDAMOOD LANE/P.O. BOX 361 FOR 180 5 BURLINGTON,WA 98233 PH: (360) 707-2048 FAX: (360) 707.2216 t I I �( �� �) CHECKED BY: J. RAVNIK � 97 �1 T �N E_N_ TERA ASARA� 1,1_,CT�T 1� I AEET.O. DATE: 06.13.19 SECTION 30 T. 35 N., R. 2 E., Vv.M. 10 OF 17 -wc i - ;/ �` 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. One-Hour Assembly 0 1. 48/241dhgue-and-groove,span-rated sheathing(Exposure1) OCCUPANT LOAD/ EXIT REQUIREMENTS CARLETTI ARCHITECTS P°Sa n 'In LardAssembly F 2. W thick Type C gypsum board architecture,planning,interior d�gn js'�'^'t CAN/ULC-5101 and ASTM E119; 3. Red-I'" joist with flange size minimum of 11h"thick 3+k`wide ROOM AREA OCC. OCC. EXITS REQ'D -ri CD yr� GWB. PAINT ( g )• NAME FACTOR LOAD 116 EAST FIR STREET '+ k ' ICC ES report ESR-2994.PFS Maximum spacing ol 24'on-center for floor/ceiling assemblies. lam- 24 X 48 MIRROR 18'GR B B Corporation listing directory.See When used inroot/ceiling assembly,spacing is permitted to FIRST FLOOR SUITE A C;) Ira GRAB BAR reports foraddltionalconstruction �.,��� ;,.,,,.,a .�,,,• exceed24'on-center. VESTIBULE 132.3 200 66 (5) EXITS PROVIDED (OK) MOUNT VERNON, WA. 98273 information. 4. Resilient channel at 16°on-center - S GVVB. PAINT LOBBY/ SEATING 515.3 300 1 (11 EXIT PROVIDED (OK) SOAP DISP. 5. Minimum 11k'thick(2.5 pct minimum) mineral wool batts FRONT DESK 109.5 (1) EXIT PROVIDED (OK)d E 0 0 0 0 Phone: 360 424-0394 o Wlr 11/2' Fax: `360) 424-5726 OFFICE 130.3 (5) EXITS PROVIDED (OK) GRAB BAR RESTROOM 30.4 15 20 15) EXITS PROVIDED (OK) `_ r.."' Ns7 -----„ {; �° 18 I 60' P-LAM <,sma ELEVATOR 73.8 - - 151 EXITS PROVIDED (OKI I a r:' A-6.0 STAIR 167 III EXIT PROVIDED (OK) tt 1 i Es • o dle- , e.e. TISSUE PAPER HALLWAY 355.6 300 1 (1) EXIT PROVIDED (OK) 6428 p -� - "' N COVED SV R' - �� a � GOOF - GA FILE \ O . � C 2603 - - EGS� �T DISPENSER LINEN CHUTE 10.6 (4 EXIT PROVIDED (OK u "-- mamas BASE _eta am• LAUNDRY 264.3 300 1 (2 EXIT PROVIDED (OK ^ COVED SV BASE \ �• 7'-6' ELEVATION ELEVATION \ SCALE: N.T.S. BREAKFAST 575.2 300 1 12 EXIT PROVIDED (OK •^ X GREEN GWB. PA]NI PREP 135.2 300 1 (2 EXIT PROVIDED (OK Per. N, - FITNESS 206 300 1 (2 EXIT PROVIDED (OK STATE WASHINGTON GA FILE NO. WP 4230 GENERIC 2 HOUR 24 X 48 MIRROR HOT TUB 181.9 300 1 (2 EXIT PROVIDED (OK LIN] it!s0 '\ 6' CLEARPAPER TOWEL GYPSUM WALLBOARD,WOOD STUDS, FIREMECHNICAL 140 300 1 (2 EXIT PROVIDED (OK 6-14-10 GREEN GWB, PAINT MINERAL FIBERINSUATION ELECTRICAL ROOM 108,5 300 1 (2 EXIT PROVIDED (OK It h OsSPACE 60' P-LAMBase layers/i typeX gypsum wallboard applied et rightangles to each side of2 x6wood ; v , STAIR 157.2 300 1 (2 EXIT PROVIDED IOK `?• SEAT COVER DISP. studs 24°o.c.w th 2+/4"Type S or W d ywall sc ews 24" oc. Face layer s/i type Xfr RESTROOM 60.0 300 1 (2 EXIT PROVIDED (OK f� gypsum wallboard applied at fight angles to each side with 2A"Type S dall screws 1 1/2' GRAB BAR 8°c.c. 5/2"mineral fiber Insulation,nominal 3 pet,friction fit in stud space. / !j l� 3,543 - g8 (5) EXITS PROVIDED PARKING SALISH INN • -INK IN ii 'f i " I : rSU TOTAL (41 EXIT PROVIDED RETAIL Io --LAM t 60' P-LAM Jointssggered24'eachlayerandside, i I r 907 30TH STRET in I -, "``' SECOND FLOOR ANACORTES, WA 98221 =J OUNTER ner�` Tested at 5,506 lbs per stud or 100 percent of design load.(LOAD-BEARING) H �� t in o UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) Thickness: 8" UNIT 202 Iin LINE OF : Approx.Weight: 13 psi 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OKI it-e•56' MIN. 30' X 48' CLEAR a-"���� • Fire Test ITS J20-06170.3, 12-00 UNIT 203 256.7 200 2 111 EXIT PROVIDED EA UNIT (OKI 5'-0' FLOOR SPACE BASE COVED SV BASE UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) WALL - G A FILE N O : W P 4 2 3 0 UNIT 205 252 200 3 111 EXIT PROVIDED EA UNIT (OKI 0 YIN. PLAN ELEVATION ELEVATION 5) UNIT 206 413.0 200 3 (11 EXIT PROVIDED (OK) SCALE: N.T.S. UNIT 207 517.8 200 5 (1) EXIT PROVIDED (OK) EK TERA ASARA, LLC GENERIC NOTES FOR W.C. COMPARTMENTS \ UNIT 208 263 200 5 i11 EXIT PROVIDED (OKI UNIT 200 240.0 005 20TH STREET PER ANSI A117.1 CHAPTER 6 UNIT 210 329.8 - - - ANACORTES, WA 98211 GA FILE NO. WP 3644 GENERIC 1 HOUR UNIT 211 251.1 1. MIN. SIZE OF STALL 60' WIDE PERP. TO SIDEWALL FIRE CONTACT: KULJIT SHOKER 56' DEEP FOR WALL HUNG W.C. 6 59' DEEP FOR FLR. MTD. GYPSUM WALLBOARD,WOOD STUDS, UNIT 212 320.4 - - - 2. PROVIDE TOE CLEARANCES FRONT PORTION AND MIN. (I) MINERAL FIBER INSULATION STAIRS 251.1 300 1 <50 ONE EXIT REQ'D EMAIL: JAS.SH0370GMAILCOM SIDE 9' A.F.F. HIGH EXTENDING MIN. 6' BEYOND PARTITION. One layer sh°type X gypsum wallboard applied at right angles to each side of 2 x 4 wood `( 'Y -y y HALLWAY 540.5 - - <50 ONE EXIT REQ'D PHONE: 360-770-3701 TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX. 25' UNDER AN ELEMENT. studs 16'o.c. with 21/4' Type S or W drywall screws 12' o.c. 31/2" mineral fiber r J- /\r/\ 1 GUEST LAUNDRY 43.2 300 1 750 TWO EXITS REQ'D TOE CLEARANCE SHALL EXTEND 17' MIN. BENEATH ELEMENT WHEN T.C. IS REQ'D. Insulation,nominal 2.5 pcf,friction fit in stud space. l\�' +. AS PART OF A CLEAR FLOOR SPACE. f? II I �.. HOUSEKEEPING 84.7 300 1 <50 ONE EXIT REQ'D TOE CLEARANCE SHALL BE A MIN. OF 90' WIDEVecaljoints stagred 16'o.c.,hoonialjoints staggered 24"oc„ on opposite sides. ELEVATOR EQUIP. ROOM 50.2 15 24 c50 ONE EXIT REQ'D 3. IN MULTIPLE STALL RESTROOMS OF (6) SIX OR MORE PROVIDE MIN. (11 AMBULATORY Tested at 2,578 lbs per stud or 100 percent of design bed.(LOAD-BEARING) STAIRS 157.5 STALL W/ MIN. MIN 36' WIDE BY 60' DEEP COMPARTMENT. INSTALL SIDE-WALL GRAB Thickness: 43/4" ELEVATOR 73.8 - - FAEl.mimm.M. - BARS EA. SIDE OF COMPARTMENT. Approx.Weight 7.5 psf LAUNDRY CHUTE/ MECH. SHAFTS 30.2 4. STALL DOOR TO BE HINGED MAX. 4' FROM THE ADJACENT WALL OR PARTITION Fire Teal ITS J20-06170.1,4 00 FARTHEST FROM THE W.C. SUB TOTAL 4,060.7 72 750�) EXIITVS PR VIDEDO EXITS Q(OK) CONSTRUCTION 5. STALL DOOR SHALL BE SELF-CLOSING. DOOR PULL SHALL BE PLACED ON 1 WALL - GA FILE \ 0 , WP 3644 360.354.3500 EA. SIDE OF STALL DOOR. MNT. PULL MIN. 94' MAX. 48' A.F.F. PULL SHALL NOT 4 THIRD FLOOR REQUIRE TIGHT GRASPING, PINCHING. OR TWISTING OP THE WRIST TO OPERATE. / SCALE: N.T.S. 6. PROVIDE MIN. 42' CLEAR IN FRONT OF STALL DOOR. UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) 7. PROVIDE COAT HOOKS WITHIN TOILET COMPARTMENT MAX. 48' A.F.F. 'WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED UNIT 202 245.8 200 2 111 EXIT PROVIDED EA UNIT (OKI 19-312 GENERIC NOTES FOR ONE W.C. TOILET RM. GA FILE NO.WP 3300 GENERIC 1 HOUR 40to44STC UNIT 203 256.7 200 2 (1) EXIT PROVIDED EA UNIT (OKI PFtUJkCI NUMbtR: FIRE SOUND UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) PER ANSI A117.1 CHAPTER 6 GYPSUM WALLBOARD,WOOD STUDS UNIT 205 252 200 3 (1) EXIT PROVIDED EA UNIT (OK) 1. UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. One layer5/8'type - • UNIT 206 413.0 200 3 (1) EXIT PROVIDED (OK) 2. OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. right angles to each side of2x4 wood studs 16"o.c.staggered a'o.c.on2x6wood UNIT 207 517.8 200 5 (1) EXIT PROVIDED IOKI REVISIONS: 3. DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM, AND MAY BE plates with 6d coated nails,17/8'long,0.0915'shank.1/4"heads,T o.c. UNIT 208 263 200 5 USED IN CONJUNCTION WITH OTHERS AS SHOWN. (1) EXIT PROVIDED OK) 6/14/19 PERMIT SUBMITTAL 4. EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. Joints staggered 24'on opposite sides.Horizontal bracing required at mid-heighL • UNIT 200 240.0 - - - INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. . (LOAD-BEARING) - UNIT 210 320.8 - - - 5. GRAB BARS SHALL BE 1 1/4' TO 1 1/2' OUTSIDE DIA AND SHALL BE • UNIT 211 251.1 - - - ABLE TO SUPPORT A 500 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. UNIT 212 320.4 - - - 6. PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES STAIRS 251.1 300 1 c50 ONE EXIT REQ'D ONLY, REFER TO ACTUAL PLANS, INTERIOR ELEVATIONS, SPECIFICATIONS. ECT. Thickness: 63/4' HALLWAY 530.6 - - <50 ONE EXIT REQ'D POR SPECIFIC FIXTURES AND ACCESSORIES FOR THIS PROJECT. Approx.Weight: 8 psf STAFF BREAKROOM 135.5 300 1 �50 TWO EXITS REQ'D 7. ALL HANDICAPPED TOILET ROOMS FIXTURES AND ACCESSORIES SHALL Fire Test See WP 3605 COMPLY W/ CHAPTER 11 OF THE IBC. ANSI AII7,ADA. AND WAC 51-50. (UL R1319-4,6,6-17-52; HOUSEKEEPING 72.5 300 1 c50 ONE EXIT REQ'D 8. ADDITIONAL FIXTURES SHALL BE MOUNTED AS FOLLOWS. UL R2717-39,1-20 bs; STAIRS 157.5 - - - T.P. DISP. 7-0' MAX. IN FRONT OF W.C. AND BTWN. 15' & 48' A.F.F. UL R35Dt-52,3-15�6, ELEVATOR 73.8 - - - ALLOW MIN. 1-1/2' BETWEEN G.B. AND DISP. MNT. SOAP DISPENSER UL Design U305; MAX. 40' A.F.F. BTM. EDGE OF MIRROR MAX. 40' A.F.F. ULC Design W301) LAUNDRY CHUTE/ MECH. SHAFTS 30.2 0. PROVIDE ADA SIGNAGE PER IBC 2006 AND ANSI A717. Sound Test Estimated 4.060.7 76 750 TWO EXITS REQ'D 10. SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. SUB TOTAL (31 EXITS PROVIDED (OK) 11. PROVIDE OPEN ENDED TOILET SEATS PER IPC 400.2.5. WALL - GA FILE \ O . WP 3380 FOURTH FLOOR 12. T.O. W.C. SEAT MIN.17' /MAX.10' A.F.F. SEAT SHALL NOT RETURN AUTOMATICALLY. 15. FLUSH CONTROLS HAND OPERATED OR AUTOMATIC. UNIT 201 305.5 200 4 (1) EXIT PROVIDED EA UNIT (OK) 14. MAX. DEPTH OF LAV. BOWL 70 BE 6-1/2' DEEP. HAND OPERATED FAUCETS, SCALE: N.T.S.SELF-CLOSING SHALL REMAIN ON FOR MIN. 10 SECONDS. UNIT 202 245.8 200 2 (1) EXIT PROVIDED EA UNIT (OK) 15. FRONT OF LAV. TO BE MAX. 34' A.F.F. MEASURED TO RIM OF SINK. UNIT 203 258.7 200 2 (1) EXIT PROVIDED EA UNIT (OK) - r GA FILE NO.WP 3661 GENERIC 1 HOUR . UNIT 204 305.6 200 3 (1) EXIT PROVIDED EA UNIT (OK) SHEET TITLE: GENERIC NOTES FOR SHOWER STALLS GYPSUMwALLBOARD,WooDSTuos, FIRE UNIT 205 252 200 3 (11 EXIT PROVIDED EA UNIT (OK) PER ANSI A117.1 CHAPTER 6 UNIT 206 413.0 200 3 (1) EXIT PROVIDED (OK) MINERAL FIBER INSULATION COVERSHEET UNIT 207 517.5 200 5 11) EXIT PROVIDED (OKI 1. MIN. SIZE OF STALL 36' X 36' W/ 36' WIDE BY 48' DEEP CLEAR FLOOR IN FRONT OF STALL. One layer s/a"type X gypsum wallboard applied at right angles to each side of 2 x 6 wood 1 r A \t\ UNIT 208 263 200 5 (1) EXIT PROVIDED (OK) 2. PROVIDE GRAB BARS ACROSS THE CONTROLL WALL AND ON THE BACK WALLTO A POINT 18' studs 16"o.c. with 2+A° Type S or W drywall screws 12° o.c. 51/2" mineral fiber UNIT 200 240.0 FROM THE CONTROL WALL. --. - • Insulation,norm ai 2.5.pcf,friction fit in stud space. �I 3. PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN. 250f LIVE LOAD. ; �+ �'�; UNIT 210 320.8 - - - - MNT. SEAT MIN. 17' MAX. 1D' A.F.F. Vertical joints staggered 16'o.c.,horizontal joints staggered 24'o.c.,on opposite sides. I Y ( UNIT 211 251.1 4. MNT. CONTROLS ON THE SIDE WALL OPP THE SEAT 38' MIN. AND 48' MAX. THE SHOWER FLOOR. Tested at 5,156Ibs per stud or 100 percent of design load.(LOAD-BEARING) 1/I ✓� .. UNIT 212 320.4 • 5. MAX. THRESHOLD FOR SHOWER LIP TO BE 1S'. RECESS STALL INTO CONC. SLAB PER MANF'S. • STAIRS 251.1 300 1 c50 ONE EXIT REQ'D 6. PROVIDE SHOWER SPRAY UNIT W/ HOSE MIN. 50' LONG. CONTROLS FOR HEAD TO BE WITHIN 15' Thickness: 62/4° HALLWAY 400.8 <50 ONE EXIT REQ'D LEFT OR RIGHT OF THE CENTERLINE OF THE SEAT. Approx.Weight 8.5 psf 7. GRAB BARS TO BE 1-)Q DIA. W/ MIN. 1-X' CLEAR BETWEEN G.B. AND WALL Fire Test ITS J99-22441.1, 10-99 BUSINESS CENTER 238.8 300 1 750 TWO EXITS REQ'D 8. INSTALL LIMIT DEVICE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEGREES P. STAIRS 157.5 - - - I WALL - GA FILE NO . WP 3661 ELEVATOR 73.8 LAUNDRY CHUTE/ MECH. SHAFTS 30.2 \ SCALE: N.T.S. SUB TOTAL 4,060.7 - 74 '50 TWO(31 EXITS EXITS PROVIDED (OK) COLUMNS, NONCOMBUSTIBLE FIRST FLOOR 3,543 r BLDG TOTAL FLOORS 2-4 EA 14,000.1 GA FILE NO. CM 1450-r GENERIC I 1 HOUR 4 STORIES- 18,452.1 • FIRE PJC • ' GYPSUM WALLBOARD,STEEL COLUMN COVER PROJECT ARCHITECT: Base layer 1/i type X gypsum wallboard applied around TS4x4x0.186 tube steel column - . and held in place with paper masking tape. Second layer 1/2'type X gypsum wallboard I ; PJC applied around column and held In place with paper masking tape.Face layer either 24 I: i DRAWN BY: ga galvanized steel column cover consisting of two L-shaped sections with snap-lock I I sheet steel Joints or 22 ga galvanized steel column covers consisting of two L-shaped I!' i PJC sections with lap Joints fastened with No.8x1/z"sheet metal screws 12°o.c. � Horizontal Joints staggered 24'between layers. • CHECKED BY: Fire Test UL NC505-(1-6),71NK2639, 12-23-75; 02/08/19 UL NC505, 77NK1518; DATE UL Design X526 19-312.DWG COMPUTER FILE NAME COLUV \ - GA FILE NO .NO . C Vl 1450 1 SCALE: N.T.S. FLOOR PLAN NOTES: r EXIT PLAN NOTES: I FLOOR PLAN LEGEND H _ v y_ 111 HOUR STRUCTURAL/ BEARING WALL - 2 X 6 WD FRAMED 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER WALLS • 18' O.C. W/ EXTERIOR SIDING PER ELEVATIONS. DIRECTIONAL. EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY SEE WALL TYPES DETAILS ON SHEET A-7.1/ A-7.2 0/ TYVEK B.P. 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R-21 2. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO TABLE 1014.5 (OK) EXIT BACKUP BATT INSULATION W/ INTERIOR V.B. W/ 111 LAYER 5/8' TYPE 'X' GWB FRAMING AND ORDERING. in DS BUILDING DOWN SPOUT LOCATIONS LEVEL .4 FINISH. PNT ' 3. CONFIRM ALL FINISHES WI OWNER AND CONTRACTOR PRIOR 2. OVERALL EXIT TRAVEL DISTANCE < 200'-0' FOR (1-21 OCC. WITH 4 ► COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH TO ORDERING. SPRINKLERS PER TABLE 1016.2 (OK) EXIT BATTERY BACKUP HARDWARE Q FD (5' • FLOOR DRAIN. SLOPE FLOOR TO DRAIN I I INTERIOR WALLS TO BE 2 X _ WD FRAMING 4. CONTRACTOR TO COORDINATE BUILDING ALARM/SECURITY 3. 171 EXITS PROVIDED AND 15) ARE REQUIRED PER 1015.1.1. SINCE WE HAVE • 16' O.C. W/ 5/8' TYPE 'X' GWB BOTH SIDES. TAPED, MUDDED. SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALLATION. BETWEEN 501 AND 1000 OCCUPANT LOAD. IOKI EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE FHB FREEZE PROOF HOSE BIB. PER MECHANICAL AND SANDED, LEVEL 4 FINISH, PNT. BOTH SIDES W/ SOUND BATT 5. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR CARLETTI ARCHITECTS P.S. APPROVAL BY ARCHITECT/ OWNER PRIOR TO CONSTRUCTION. LIFE 2A 10BC SEMI-RECESSED FIRE EXTINGUISHER SEE INSULATION I) COMMON SPACES ONLY. INTERIOR OFUNITS NO INSULATION 6. SOUND INSULATE ALL WALLS TYP. THROUGH-OUT. 4. WHERE 2 EXITS ARE REQUIRED WE HAVE MET THE REQUIREMENT THAT ❑ ❑ O STRUCTRUAL POST OR BUNDLED STUDS. OR HSS FRAME ALL WALLS TO BOTTOM OF (1) HOUR CLG ASSEMBLY CLG GWB arclitecture,{fanring,intelorde•gn THE EXITS DOORS ARE GREATER THAN 1/5 THE DIAGONAL DISTANCE FLOOR PLAN SHEETS FOR LOCATIONS SIZE PER STRUCTURAL TO BE INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE 7. SEE WALL TYPE DETAILS 1-WILL .1 AND 2 PACK - NI APART OF THE OCCUPANT AREA SERVED PER 1015.2.1 EXCEPTION 2. (OK) CAULK/ SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL 116 EAST FIR STREET 8. HEAT FOR THE CORE SPACE WILL BE GAS PACK UNITS ON THE ROOF O DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE ®R CLASS I STANDPIPE IN STAIR LANDINGS CAULK/ SE AND PLYWOOD SHEATHING LOCATIONS W/ DIFFUSERS AS REQUIRED. COORDINATE LOCATIONS OF DIFFUSERS AND ROOF AS REQ'D BY FIRE MARSHALL SUITE A AS REQUIRED WITH LIGHTING. REFER TO MECHANICAL DRAWINGS TYP. 5. EGRESS WIDTH PER OCCUPANT SERVED 658 OCCUPANTS (PER COVER X WINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND o05 OF THE IBC MOUNT VERNON, WA. 98273 THE PATIENT ROOMS WILL BE HEATED BY P-TAC ELECTRIC HEATERS TYP. SHEET) (.20) INCHES PER OCCUPANT (PER TABLE xxx WITH (I-21 O 2-HOUR WALL AT STAIR AND ELEVATOR ENCLOSURES. (2) LAYERS t 'X' GWB PER MECHANICAL DRAWINGS TYP. OCCUPANCIES WITH SPRINKLER SYSTEM 1 638 X (.20) • 128 INCHES. EA. SIDE OF 2X6 WOOD STUDS • 16' O.C. SEE STRUCTURAL FOR SHEARWALL O. ALL RESTROOMS TO HAVE GREEN GWB TYPICAL ALL WALLS AND CEILING. WE PROVIDED (7) EXIT DOORS (46.46.46.46.46.48.46) • 322 INCHES X X X ROOM FINISH TAG SEE SHEET A-2.6 FOR SCHEDULE LOCATIONS AND PLYWOOD SHEATHING LOCATIONS Phone: 360 424-0394 10. VENT HOT WATER TANK OUTSIDE AS REQUIRED, PROVIDE RELIEF VALVE WHICH IS ,. 128 INCHES (OK) I1/21 HOUR UNIT SEPARATION WALLS TO BE 2 X 6 P.T. WD SILL PLATE Fax: 360 424-5726 PAN. AND SEISMIC STRAPPING AS REQUIRED. W/ 2X4 STUDS • 8' O.C. STAGGERED EA. SIDE WI R-21 BATT It. ALL WINDOWS ARE TO RECEIVE SOLID SURFACE SILL 6. INSTALL EXIT LIGHTS 6 FIRE EXTINGUISHERS SHOWN ON PLAN AND AS DIRECTED BY THE FIRE MARSHALL INSULATION W/ ON 1/2' RC CHANNEL 5/8' TYPE 'X' GWB BOTH SIDES. LEVEL 4 FINISH. PNT. BOTH SIDES TYP. FRAME ALL WALLS r - TO BOTTOM OF (1) HOUR CEILING ASSEMBLY U.N.O. CLG GWB TO BE 8429 At INSTALLED TO WALL TOP PLATE PRIOR TO WALL GWB. FIRE CAULK/ OSTERED SEAL GWB TO CLG. SEE STRUCTURAL FOR SHEARWALL ITECT LOCATIONS AND PLYWOOD SHEATHING LOCATIONS �� PETER l- 1 2 3 4 5 6 : 7 '_0. 8 9 10 11 12 STATE • INGTON 85 'i WASH / / / I73'-2' / I DS 3'-0' / 21' 10' / 20'-11i r13'-4' 38' 101' / SALISH INN 907 30TH STREET A �t Area ofthe modification forth forth-ell-front 'Ir1- ip u II H i* I A ANACORTES, WA 98221 Counter/Check-in and the newlCoffee bar I O SLOPE CONC. area. \ , D SIDEWALK SLOPE AWAY 2 a © 0 \ o I % VESTIBULE A -6t , 11'-8' I 9'-2�' 13'-5' a ' '� \ , I 100 ru / I / / / EK TERA ASARA, LLC 13 - - - ©vcr a \ 905 20TH STREET 3'-4i 10'-3t I I I I r� CONTACT: KULJITBSHOKER 8211 p• 6 cMu o 2'-2C "-3=14 �,r 10'-1' f o \ /COLUMN • WRAP INI- / ,I' O r(, Y % _ O° f I fie Ht O EMAIL: JAS.SH037®GMAILCOM \ V �' l DS T �� DS / i. ' , ,Li /_7 J t IDS _ '� I I I O S - , _ i i- - DS I i i i o ' " \ V `l C PHONE: 360-770-3701 - 1 i 4• MEI O. Ff - ' OR I 6X6 HSS o S'AI- ELECTRICAL ;N OFFICE 5' 0' I ROOM Failgi 102 / I I `n / 4'-0' 112 0.------'') o FRONT I LOBBY oI SEATING \ I CONSTRUCTION DESK 101 110 1 SWBD. - 360.354.3500 7-Oi 5'-9d' 104 �- ' / o �f _ GAS FIREPLACE V.T.O. / -I \ \ �� Og ;r 4-3I' WITH MANTLE AND - - \ I I '� I I HEARTH SURROUND _ - _ HWT HWT ,{ in f'KU tG I NUMfStk: N ^� R.R. rilo I - -1034. coffin r - - - 1HB , - _ - - - MECHANICAL FD 0 c' REVISIONS: i� tHB \ } - J \ 1 113 O Oa r\ �� UP 6/14/19 PERMIT SUBMITTAL l.oyc/ �, II 8'-8' II 4 0, sPRINK. FYI N ,- �; \ - - - f - - - / �� / v i- I - 1 ;� ��I( ELEV��\Ni p IRE �o toe FLOOR vi '® I 5 N� II RECESSED • \ - =� \ to- II J� IV -- - 1 I I O ,7 <1--b =- L----±-- 1 utl d' D -N �1 L� 0 _ I , -1 `i. - - - �_� - - - - � - - II � ' � `n 111� _ 9.-4' / 9' 2 : 1 I 16'-31T w ��� / ,( / un 4 �\ / " � 8' 2' 4'-8' 6'-2� 16'-5' I . Nr �' a cfau X o 'n HALL to - 'ICOLUMN o _/IK.,:_, iv 3'-3r 4'-0!' 6'-3t •'-31 6'-31' 3'-6' 3'-0' 114 12'-61' 6'-9' 4:1 0.9 WRAP . j� R Nli! L ( AV_ - -- p \ 1 ' L1NEN" VENDING O 13 14 'I - ''h LIFE I - SHEET TITLE: 0, I11 ICHUTE F.O.I.C. 1--____} T �k �h� ��-_ �H___ ��� �� - � 16 I FIRST FLOOR PLAN iIII� LE / I •®► JI I FITNESS /7 V 6X6 HSS Y STAIR / n. '�' `nr U. - �4 Or io6 • 3�' I tic.\ BREAfBFAST FLOOR) 115 ago t SINK f I la r, u- le i2 I 1 LAUNDRY I I w RECESSED I tom...-i 4I- Ii I 107 T I �� I �I C) +4 G1i �. ' = h , � + �� - - WASHERit] �� cv 7 "' es, .j O I ;,) - I F.O.I.C. O ,I1 DO ® A\ F a I F.D. I OI p Oral 0 WASHER I I PREP I ALUMINUM ENCING SYSTEM W/ TEMPERED CO Lk - I 1 F.O.I.C. �- 116 a GLAZING �� � `" IW Q ee I 0 O HOB PJC � -41 DRYER / V.T.O. HB ; CO\ I` F.o.LC. 11I1 ,�� b + 117 PROJECT ARCHITECT: _ I0 � I �r � C 8' CMU O a V.T.O. I DRAWN BY: COLUMN I in I1:0 DRYER I � I L B' CMU PJC WRAP t o F.O.I.C. I F WRAP COLUMN I ®RI ) I G CHECKED BY: © \-\ - - - - - S o - - \ annmaLmitmom Ds S J J �r� DS = O � I v D „ \ �` 02/08/19 I:IN - - - - - - - NG �? - - - - - �-jc 3''11' .� -� - - 5'-O�' + -� - - - - O O - I` \ - - - H DATE 3'-0' I © 8'-9' I / X 2'-5i' 6'-6' I 6'-51' 6'-0' I SYSTEM W/ TEMLUMINUM IPERE 19-312.DWG / / 6X6 HSS • / / / / / / 6X6 HSS �Y / 13'-71' / 27'-7T / 6'4' / 16'-5' GLAZING COMPUTER FILE NAME / 56'-9' /a1 '' 2 2.9 3 4 4.7 5 6 6.97 0 8 8.9 9 9.9 a 10.9 11 12 A , 2 0 �a Tilia FIRST FLOOR PLAN _) COPYRIGHT 2010 CARLETTI ARCHITECTS. P.S. • SCALE: 1/4'.1-0' VNUJCL I I AM AbbNCVIA I IUNS ( GNtNAL NU I tb vrcuJ : u I uH I H DRAWING INDEX OWNER 1 IN GENERAL. PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR PROPERTY INFORMATION A-0.0 COVER SHEET/ CODE ANALYSIS EK TERA ASARA LLC ABV ABOVE JNT JOINT FACE OF CONCRETE. UNLESS OTHERWISE NOTED. DO NOT SCALE THESE A-0.1 OCC. LOAD/ GA ASSEMBLIES 005 20TH STREET AFF ABOVE FINISH FLOOR DRAWINGS. USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PROPERTY ADDRESS 007 30TH STREET CIVIL ANACORTES, WA 98221 AC TILE ACOUSTICAL TILE LVL LEVEL DATUM, AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT ANACORETES, WA 08221 PHONE: (3601 770-3701 ACP ACOUSTICAL CEILING PANEL L LONG. LINE IMMEDIATELY OF ANY DISCREPENCIES. BUILDING CODE 2015 IBC/ 2012 IFC SHEET 1 OF 17 COVERSHEET ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SHEET 2 OF 17 EROSION CONTROL PLAN 1 OF 2 FAX ENERGY CODE 2018 WASHINGTON STATE NREC SHEET 3 OF 17 EROSION CONTROL PLAN 2 OF 2 EMAIL jaa.sho37•gmail.com AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. SHEET 4 OF 17 ONSITE PLAN CONTACTS,KULJIT SHOKER ARCH ARCHITECTURAL LT LIGHT 3. ALL WORK SHALL COMPLY WITH THE 2015 IBC, IFC, IPC. IMC AS AMENDED BY WASH. FIRE SPRINKLERS YES SHEET 5 OF 17 OFFSITE SITE PLAN 1 OF 2 ARCHITECT A TILE ASPHALT TILE STATE. PROJECT SHALL ALSO COMPLY WITH THE 2015 NREC AND THE VIACQ CODES. SHEET 6 OF 17 OFFSITE SITE PLAN 2 OF 2 AVG AVERAGE MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICTIONAL CODE AMENDMENTS BY THE LOCAL FIRE ALARM YES SHEET 7 OF 17 90TH ST PLAN & PROFILE 1 CARLETTI ARCHITECTS. P.S. MO MASONRY OPENING AGENCY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS & ZONING SHEET 8 OF 17 30TH ST PLAN & PROFILE 1 116 E FIR ST, SUITE A BFF BOTTOM FINISH FLOOR MFR MANUFACTURE INSPECTIONS TO COMPLETE THE WORK. CONTRACTOR TO HAVE CURRENT VALID CITY SHEET 0 OF 17 'Q' AVE PLAN & PROFILE CARLETTI ARCHITECTS P.S. MOUNT VERNON, WA. 08273 BLKG BLOCKING MATL MATERIAL OR COUNTY BUSINESS LICENSE PRIOR TO ISSUANCE OF PERMIT. WHEN REQUIRED BY LAW. ZONING: C- COMMERCIAL SHEET 10 OF 17 DIMS. PARKING .SIGNAGE arch'tecture,planning,interiordesgn SHEET 11 OF 17 BUILDING SETBACK AND CROSS-SECTIONS PHONE: (3601 424-0394 BR BRICK MAX MAXIMUM 4. ERRORS, OMISSIONS. AND DISCREPANCIES. IF ANY. SHALL BE REFERRED SITE SF/ ACRES: .95 ACRES SHEET 12 OF 17 DETAILS 116 EAST FIR STREET FAX: (3601 424-5726 B05 BOTTOM OF STRUCTURE MECH MECHANICAL TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. SHEET 13 OF 17 DETAILS EMAIL patoNcarlottiarchltrcte.com MTL METAL 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY PARCEL # SHEET 14 OF 17 DETAILS SUITE A CONTACTS: PETER CARLETTI PARCEL: P60611 AND P60612 SHEET 15 OF 17 SPECIFICATIONS MIN MINIMUM OTHERS PROVIDE ALL BLOCK-OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR SHEET 16 OF 17 SPECIFICATIONS MOUNT VERNON. WA. 98273 CPT CARPET MUL MULLION DUCTS. PIPES. CONDUITS, EQUIPMENT, FIXTURES, AND CABINETS. VERIFY SIZE AND TWN./ RNG./ SEC. SHEET 17 OF 17 SPECIFICATIONS CONTRACTOR CLG CEILING LOCATION TWN35 RNG02 SEC90 Phone: 13601 424-0394 FABER CONSTRUCTION CEM CEMENT ARCHITECTURAL I I 131 E. GROVER STREET NAT NATURAL 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT BUILDING SETBACKS Fax: 360 424-5726 131 E. , WA 08264 i CENTER LINE UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. A-10 SITE PLAN NOM NOMINAL PHONE: 380-989-8020 NA NOT APPLICABLE 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: CT CERAMIC TILE SEWER. SEPTIC. WATER. GAS. POWER. AND TELEPHONE. CAP. MARK AND PROTECT. SIDE: INTERIOR (EAST): 0'-0' REQUIRED (OK) A-2.1 SECOND FLOOR PLAN FAX: NIC NOT IN THIS CONTRACT A-2.2 THIRD FLOOR PLAN CLO CLOSET NTS NOT TO SCALE SIDE: INTERIOR (WEST): 0'-0' REQUIRED (OK) A-2.32 FOURTH FLOOR PLAN EMAIL, Dalelfaberconstruction.com 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATION6429 CW COLD WATER REAR (SOUTH); 0'-0' REQUIRED (OK) A-2.4 ROOF PLAN STERED a CONTACTS: DALE KING NO. ! NUMBER MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH ` COL COLUMN MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OF THE CONTRACT. A-2.5 SCHEDULES .. ITECT CONC CONCRETE BUILDING HEIGHT A-2.6 SCHEDULES �. CIVIL ENGINEER/ SURVEYOR OC ON CENTER 0. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF ALL GOVERNING A-2.7 FIRST FLOOR REFLECTED CLG PLAN �,�* CMU CONCRETE MASONRY UNIT 40'-0' MAX ALLOWED PER ZONING A-2.8 SECOND FLOOR REFLECTED CLG PLAN RAVNIK & ASSOCIATES OD OUTSIDE DIMENSION AUTHORITIES. AT RATED PARTITIONS. FLOORS. CEILINGS. AND ROOFMTh P.O. BOX 361 CONST CONSTRUCTION 0/ OVER LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE (42'-0' MAX ALLOWED FROM AVERAGE EXISTING GRADE) A-2.0 THIRD FLOOR REFLECTED CLG PLAN STALE '4 A-2.10 FOURTH FLOOR REFLECTED CLG PLAN STATE 0 `WASHINGTON CONT CONTINUOUS CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. BURLINGTON. WA 08233 COORD COORDINATE OVHD OVERHEAD PARKING CALCULATION A-5.0 ELEVATIONS PHONE: 1360) 707-2048 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES, INCLUDING A-4.0 SECTIONS 6-14.10 COR CORRIDOR DESIGN•BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY PARKING REQ'D MOTEL A-4.1 SECTIONS FAX: (960) 707-2216 PNT PAINT A-4.2 SECTIONS EMAIL ravniktrovnik.nat CFM CUBIC FEET PER MINUTE SIZE. WEIGHT. POWER. LOCATION AND OTHER REQUIREMENTS AND LOCATION 1 STALLS REQUIRED PER UNIT 1 PTD PAINTED A-4.3 SECTIONS CONTACT: JOHN RAVNIK PL PLASTER, PLATE OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. 36 UNITS 36 STALLS PROVIDED A-4.4 SECTIONS DTL DETAIL 4.5 SECTIONS STRUCTURAL ENGINEER 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) A-5.0 TYP. WALL SECTIONS SALISH INN DIA DIAMETER FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE A-5.1 TYP. WALL SECTIONS 907 30TH STREET BRADLEY ENGINEERING PLYWD PLYWOOD DIM DIMENSION PT POST-TENSIONED CONCRETE OF OCCUPANCY. NO EXCEPTIONS. BUILDING CODE DATA A-5.2 TYP. WALL SECTIONS 810 YEW STREET DO DITTO 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBING. MECH.. ELEC.. FIRE SPRINKLER. A-6.0 STAIR DETAILS ANACORTES, WA 98221 BELLINGHAM, WA 08220 PRESSURE-TREATED WOOD OCCUPANCY (R-11 - RESIDENTIAL - HOTEL A-6.1 WALL TYPES DR DOOR FIRE ALARM SYSTEMS & SIGNAGE. A-6.2 DOOR/ WDO DETAILS PHONE: (3601 752-5705 IB) - ACESSORY USES TO HOTEL- OFFICE- FRONT DESK. BREAKFAST ROOM A-6.3 SIDING DETAILS DN DOWN 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. PRIMED AND PAINTED. FAX: - D S. DOWNSPOUT QT QUARRY TILE A-6.4 ROOF DETAILS EMAIL. davidtbradl� •n in..rl Inc.com RL RAIN LEADER CONSTRUCTION-IOAL TYPE) V-A FULLY SPRINKLED. STRUCTURAL y 9 n9 DWG DRAWING 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. R-1 ALLOWABLE 141 STORY 98,00o S.F AND 70'-0' TALL. CONTACT. DAVID BRADLEY DF DRINKING FOUNTAIN REF REFRIGERATOR. PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH S-1 of 10 FOUNDATION PLAN MECHANICAL ENGINEER REFERENCE FORM THE STRUCTURAL SUPPORT OF BALCONIES, DECKS, OR PORCHES S-2 of 10 DETAILS REINF REINFORCING BAR ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER FIRST FLOOR 3.358 S.F. COVERED PARKING/CANOPY 1.410 S.F. S-3 of 10 SECOND FLOOR FRAMING EA EACH EK TERA ASARA, LLC BERONA ENGINEERS, INC. REV REVISION 15. SLOPE ALL DECKS. PATIOS. AND WALKWAYS AWAY FROM BUILDING SECOND FLOOR 4.818 S.F. S-4 of 10 THIRD FLOOR FRAMING ELEC ELECTRICAL 4690 200TH STREET SW. SUITE C R RISER. RADIUS MINIMUM OF 1/8'/FT FOR POSITIVE DRAINAGE. THIRD FLOOR 4.818 S.F S-5 of 10 FOURTH FLOOR FRAMING 905 20TH STREET ELEV. EL ELEVATION FOURTH FLOOR 4.818 S.F. LYNNWOOD. WA 08036 RM. RMS ROOM. ROOMS S-6 of 10 ROOF FRAMING ANACORTES, WA 98211 EQ EQUAL 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED PHONE: (4251 744-6099 RO ROUGH OPENING TO PREVENT CRACKING. SAW CUT ALL SLABS AS REQ'D. TOTAL SF 17,812 S.F. NO STORY EXCEEDS 36.000 S.F. S-7 of 10 MAIN FLOOR SHEAR WALLS CONTACT: KULJIT SHOKER (E) EXIST EXISTING FAX: S-8 of 10 SECOND - FOURTH FLOOR SHEAR WALLS EXT EXTERIOR 17. PROVIDE FIREBLOCKING, DRAFTSTOPS, AND FIRESTOPS IN ATTICS. FLOORS. S-9 of 10 ELEVATION HOLD DOWNS EMAIL: JAS.SH0370GMAIL.COM EMAIL: mb.ronat)b.rona.ngln..ra.com SCHED SCHEDULE AND WALL CAVITIES AS REQUIRED PER THE IBC. CONTACT: MELCHOR BERONA SEC SECTION FIRE FLOW S-10 of 10 NOTES SPECS PHONE: 360-770-3701 SHT SHEET 18. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE IPC & IBC. FO FACE OF. FINISH FOP FIBERGLASS POLYESTER SHEET VINYL AND WALL CAVITIES AS REQUIRED PER THE IBC. V-A 17,812 FIRE FLOW 2,750 MECHANICAL S OPENING 10 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION REDUCE BY 75% FOR SPINKLERS • 1,500 REQURIED (OK) M-0.1 LEGEND H NOTES FIN FINISH SC SOLID CORE M-0.1 HVAC SCHEDULES WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF FAAP FIRE ALARM ANNUNCIATOR SPECS SPECIFICATIONS M-2.1 FIRST FLOOR HVAC PLAN SIMILAR CHARACTER SHA TO DUSEILS T. SIMILAR DETAILS OF DEFERRED SUBMITTALS PANEL SF SQUARE FEET CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. M-22 SECOND FLOOR HVAC PLAN FAA3M FD FIRE DAMPER S & V STAIN & VARNISH -ELECTRICAL PERMIT/ DRAWINGS M-2.3 THIRD FLOOR HVAC PLAN 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS. M-2.4 FOURTH FLOOR HVAC PLAN CONSTRUCTION FE FIRE EXTINGUISHER SV SHEET VINYL -FIRE PROTECTIONS SYSTEM - FIRE SPRINKLERS STRWY STAIRWAY METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. -FIRE PROTECTIONS SYSTEM - FIRE ALARM & DETECTION SYSTEM M-2.5 HVAC ROOF PLAN FF FACTORY FINISH 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL M-3.0 HVAC DETAILS 360.354.3500 FF FINISH FLOOR STL STEEL -SIGNAGE PERMITS STOR STORAGE CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'S -LIGHTING PLAN AND NREC P-0.0 LEGEND & NOTES FRT FIRE RETARDANT TREATED CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE SHALL INCLUDE: P-0.1 PLUMBING SCHEDULES FLASH FLASHING STRUCT STRUCTURAL (11 SET OF SHOP DRAWINGS. PRODUCT LITERATURE, EQUIPMENT WARRANTEE MANUALS. SPECIAL INSPECTIONS REQUIRED P-2.0 FOUNDATION PLUMBING PLAN FLR FLOOR CUSP SUSPENDED P-2.1 FIRST PLUMBING PLAN 19-312 THRESH THRESHOLD 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING, UNLESS NOTED OTHERWISE AS REQUIRED PER IBC CHAPTER 17 PROVIDE THE FOLLOWING P-2.2 SECOND PLUMBING PLAN PROJkG I NUMBkR: F.A. FLUID-APPLIED FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS. FINISHES, AND FIXTURES. THE SPECIAL INSPECTIONS: P-2.3 THIRD PLUMBING PLAN T.O. TOP OF EARTHWORK AND COMPACTION P-2.4 FOURTH PLUMBING PLAN FND FOUNDATION CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR THE STEEL CONSTRUCTION AND HIGH STRENGTH BOLTING T TREAD. THICKNESS INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE, MENU BOARDS ETC. EPDXY AND DOWLED ANCHORS AND REBAR FURNISHED BY OWNER, P-9.1 FIRST FLOOR DOMESTIC WATER PLAN TEMPERED P-3.2 SECOND FLOOR DOMESTIC WATER PLAN REVISIONS: INSTALLED BY CONTRACTOR 23. WHERE EXISTING WORK IS DAMAGED, CUT, OR DEFACED DUE TO PERFORMANCE STEEL REINFORCEMENT P-3. THIRD FLOOR DOMESTIC WATER PLAN TS TUBE STEEL FOIO FURNISHED BY OWNER, OF NEW WORK. THE CONTRACTOR SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING CONCRETE P-3.4 FOURTH FLOOR DOMESTIC WATER PLAN INSTALLED BY OWNER TYP TYPICAL SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL STRUCTURAL OBSERVATION P-4.0 PLUMBING WASTE & VENT RISERS 6/14/19 PERMIT SUBMITTAL FCIC FURNISHED BY CONTRACTOR. BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE OR SIMILAR. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES LANDSCAPE INSTALLEDUNFIN UNFINISHED INSTALLED BY CONTRACTOR 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT _ UNO UNLESS NOTED OTHERWISE AND MAY Be REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE L•1 PLANTING PLAN SYMBOLS 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 / \ GLGLP GENERGLASS ALARM PANEL VEV NRT VINYL CAL ENERGY CODE DWELLING20S UNITSARASEPARATING IN WALHE LS - WALLS LLSING SSEPARATING LL 708.1 SECTION. - R-1 SHALL COMPLY WITH THIS NORTH ARROWVR VAPOR RETARDER GWB GYPSUM WALLBOARD VTO VENT TO OUTSIDE BUILDING ENVELOPE CONSTRUCTED AS FIRE PARTITIONS PER IBC 708 708.3 FIRE RESISTANCE RATING - FIRE PARTITIONS 0 420.3 - HORIZONTAL SEPARATION - WALLS SEPARATING SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS GRID LINE 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 eNVELOPE REQUIREMENTS PER 2012 MCC. WSEC AMENDMENTS HP HEAT PUMP WS WHEEL STOP ACCORDANCE WITH SECTION 711. (NOT REQUIRED SOURCES. 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 THE FOLLOWING ARE REFERENCES DIRECTLY FROM CHAPTER 51-1IC WAC BUILDING SECTION HM HOLLOWMETAL WDO WINDOW PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED BETWEEN DWELLING UNITS.) IN BUILDINGS EQUIPPED THROUGHOUT WITH AND FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES HOR HORIZONTAL ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH RECOGNIZE ALL REQUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE w/ WITH 3 DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 420.5 - AUTOMATIC SPRINKLER SYSTEM. GROUP R SECTION 903.3.1.1 MINIMUMS AS REGULATED BY STATE CODE. ' HB HOSE BIB WD WOOD PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH WALL SECTION HW HOT WATER WI WROUGHT IRON THOSE SHOWN ON THE PLAN. AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE 708.4 CONTINUITY - FIRE PARTITIONS SHALL C402.4.1.2.9 BUILDING TEST. 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 THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE SHEET TITLE: FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE HMD HOLLOW METAL DOOR GYPSUM BOARD AND GAPS IN FRAMING. SEALANTS SHALL BE OF THE NON-HARDENING SYSTEM RATE OF DETAIL HMF HOLLOW METAL FRAME ZINC ZINCALUME TYPE. OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANCE - RATED FLOOR/ THE BUILDING ENVELOPE SHALL NOT EXCEED 0.40 CFM/FT2 AT A COVERSHEET 5. WALL. CEILING AND SLAB INSULATION SHALL BE AS CALLED RATED ASSEMBLIES PRESSURE DIFFERENTIAL OF 0.9 INCHES WATER GAUGE IN CEILING OR ROOF/CEILING ASSEMBLY ABOVE. AND ID INSIDE DIMENSION OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS SHALL BE SECURELY ATTACHED HERETO. (1/2) HOUR ACCORDANCE WITH ASTM E 770 OR AN EQUIVALENT METHOD APPROVED PROPERTY CORNER 13 REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE TABLE 601 RATING REQ'D FOR BUILDING ELEMENTS BY THE CODE OFFICIAL. A REPORT THAT INCLUDES THE TESTED INSUL INSULATION RATED WALLS BETWEEN DWELLING UNITS EXTEND FROM INTERSECTION INT INTERIOR BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED FOUNDATION TO THE UNDERSIDE OF THE FLOOR AND SURFACE AREA. FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, WALLS. IT SHALL BE CONTINUOUS AND SEALED. BUILDING ELEMENT TYPE V-A ROOF SHEATHING ABOVE (OK) AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER di TOP OF SUBFLOOR 6. FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED PLANS. PRIMARY STRUCTURAL FRAME 1-HOUR AND THE CODE OFFICIAL IV ELEVATION MARK VICINITY M A p SECTION 713.4 FIRE RESISTANCE RATING. SHAFT EL. 10'-10 1/2' BEARING WALLS EXTERIOR 1-HOUR INTERIOR ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF C402.4.2 AIR BARRIER PENETRATIONS. 25.00' (NEW) SPOT ELEVATION i NON-BEARING WALLS AND 0-HOUR NOT LESS THAN 2 HOURS WHERE CONNECTING FOUR PENETRATIONS OF THE AIR BARRIER AND PATHS OF AIR LEAKAGE •'; . : { PARTITIONS STORIES OR MORE. AND NOT LESS THAN 1 HOUR WHERE SHALL BE CAULKED. GASKETED OR OTHERWISE SEALED IN A MANNER • 23.72' (EXIST.) • • ' 6 < I FLOOR ASSEMBLY 1-HOUR ' CONNECTION LESS THAN FOUR STORIES. COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. aY ,+- ROOF CONSTRUCTION 1-HOUR JOINTS AND SEALS SHALL BE SEALED IN THE SAME MANNER OR ROOM-NAME f •F SECTION 711 HORIZONTAL ASSEMBLIES: y trI, } -ALL BEARING WALLS 1-HOUR RATED SEE FILE ! GA TAPED OR COVERED WITH A MOISTURE VAPOR-PERMEABLE WRAPPING tot ROOM NAME / NUMBER :• 3661 MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE t , -, SECTION 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS 0 DOOR MARK t -ALL STAIR/ ELEVATOR/ SHAFT WALLS 2-HOUR RATED HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR CONSTRUCTION MATERIALS BEING SEALED. THE JOINTS AND SEALS SLOE ;. 0C'�ATLO SEE FILE ! GA WP 4230 SLEEPING UNIT SEPARATIONS IN ACCORDANCE WITH SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE O WINDOW MARK • i _ ! L -1/2 HOUR FIRE PARTITION BETWEEN UNITS SEE GA SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS �` t�i!'F ; FILE ! GA 3380 FIRE-RESISTANCE RATED CONSTRUCTION ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND. PJC H !4` r� LA-ti i J 4; ALL FLOOR ASSEMBLIES 1-HOUR RATED SEE FILESTACK EFFECT AND MECHANICAL VENTILATION. PROJECT ARCHITECT: 143t SFC5012 v t hf` L ALL ROOF ASSEBLIES 1-HOUR RATED SEE FILEuX FLOOR MATERIAL p,�� t. , PJC z ADJACENCY ii® - ' -.--� + I'I ! RC 2603 C402.4.3 AIR LEAKAGE OF FENESTRATION. o ;` dm. .�:::1 .. _ -. I, c �: .1 DRAWN BY. • THE AIR LEAKAGE OF FENESTRATION ASSEMBLIES SHALL MEET THE RATED WALLS - IDENTIFICATION PROVISIONS OF TABLE C402.4.3. TESTING SHALL BE IN ACCORDANCE ALIGN ALIGNMENT OF ITEM t+ • s wrC, FEB \LiWITH THE APPLICABLE REFERENCE TEST STANDARD IN TABLE C402.4.9 PJC Q1 c 4: 1 i 0 (V 1 IBC 703.7 MARKING AND IDENTIFICATION FIRE WALLS. FIRE BARRIERS. FIRE PARTITIONS. BY AN ACCREDITED. INDEPENDENT TESTING LABORATORY AND LABELED CHECKED BY: {JJ SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE REVISION MARK ; s r , - • PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY BY THE MANUFACTURER. 02/08/19 • I ' I' IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: C402.4.5.2 OUTDOOR AIR INTAKES AND EXHAUSTS. DATE y s OUTDOOR AIR SUPPLY, EXHAUST OPENINGS AND RELIEF OUTLETS SHALL S _ I � � � �C, 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; Be PROVIDED WITH CLASS IA MOTORIZED DAMPERS WHICH CLOSE 19-312.DWG INTERIOR ELEVATION 0 T AUTOMATICALLY WHEN THE SYSTEM IS OFF. RETURN AIR DAMPERS COMPUTER FILE NAME MARKS '�" (-iv 2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT SHALL BE EQUIPPED WITH MOTORIZED DAMPERS. DAMPERS SHALL HAVE © 7.0� .4 _ - '- EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION: AND A MAXIMUM LEAKAGE RATE OF 4 CFM/FTs AT 1.0 INCH WATER GAUGE vI - ms~ 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8' STROKE IW.G.I (240 PA) WHEN TESTED IN ACCORDANCE WITH AMCA 500D. I • -c : C , a,. IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. 'FIRE AND/OR SMOKE BLDG OFFICAIL TO CHOOSE 12 UNITS TO DO BLOWER DORR TEST A _____,„ 0 0 r. ( - BARRIER - PROTECT ALL OPENINGS' OR OTHER WORDING. .. _ _ - ... 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, 2021 2:34 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, FAIEN Dale King Project Manager ph:360.354.3500 I c:360.383.8920 I e dale faberconstruction.com CONSTRUCTION faberconstruction.com I facebook I linkedin • I FEB 01 2021 flr fliTYOrAN ;r*P`..GQRTF 1 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 Ed Clark RIGHTWAY Right Way Plumbing, Heating, Air Conditioning Inc. pPLUNIIIIG,BEATIN,G,A1xCONDITIONINGINC, 0: 360.855.2665 I F: 360.855.0631 I E: ed(a rightwayplumb-heat.com ' www.rightwayblumb-heat.com 1 647 Sunset Park Dr Suite A, Sedro-Woolley, WA 98284 [ ''I • FEB 0 1 2021 ! II „A 2) Ire OP ANACORTFo 1 • PFSR17227 Series (PillWilia Bealeton Stainless Steel Sinks Product Features •20 gauge stainless steel • Bowl depth:7" , i •Self-rimming • Drain diameter:3-112" •Available with 3 faucet holes • Minimum cabinet size:20" • Sink clips included • Under spray coating and pads for . • Overall size 17"X 22" sound deadening and insulation •Bowl size 14"X 15-7/8" PFSR172273A Model Numbers Product Specifications PFSR172273A 17X22 3H 7.0 20 GA 1 B SS SINK —, 7., . ,,j 1- L _____) �, O r. a a FEB01 71 Iws.. r Q - . ' ' 1TY OF ANACORTES r„. �I Warranty and Codes This PF OFLO 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 0 ;- r right to ship newly designed product to fill any order unless it is ,1 agreed in writing to do otherwise. These products meet or exceed ASMEJANSI A112.19.3m. 14' J itii 'All measurements are nominal.Please verify before actual installation. C E0 Distributed Exclusively by Ferguson and Wolseley Canada CAP 1212017 0 2017 Ferguson Enterprises,Inc.All Rights Reserved e v PFXC1701 SINGLE HANDLE KITCHEN FAUCET L91 ) Kiger series Product Features • Ceramic disc cartridge • Metal lever handle • Single hole installation • Max.flow rate:1.8 gpm(6.8Umin)at 60 psi • Lifetime limited warranty • Meets A112.18.1 • NSF 61 compliant • cUPC/IAPMO listed • ADA compliant Model Numbers PFXC1701 CP Chrome Product Specifications PFXC1701 CP PFXC1701 BN Brushed nickel PFXC1701 MB Matte black Optional Parts PF1711DP* 8"deck plate 15" (383mm) 7-5/8" 9-3/4" (196mm) — (249mm) — I 90°,, ' 0 .' 4-1/2" r I (114mm) 1-5/8"Max t sidei7,1 (43.3mm) 16-1/2" (423mm) Ietl 9/16"-UNC Warranty and Codes This product comes complete with installation,operating,care and maintenance instructions. LEAD This PROFLO faucet carries a limited lifetime warranty when installed in residential r�' FREE 11 applications.The warranty is five years in commercial applications.This product meets LEAD Pc ASME:A112.18.1.*Compliant with lead content requirements of US Senate Bill S.3874 e°' ' c C 2020 Ferguson Enterprises,LLC.All Rights Reserved Distributed Exclusively by Ferguson and Wolseley Canada FG 06/2020-A . .. c:. Ilibef,Q, p . , um ee. *NaM110.."11 1 Pump Specifications ,�i 10,116r410 ._, � ... e : ,1 • .\ 4-$I __.-lsO. j 404 Series Drain Pump _ ,:. .,,,, ,:.„, LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 2.5 1 I i I I I I - I _ - - 7 20 — 6 — 5 15 co) u- — 4Z a tZi 1 _ J 4 ."` ri 0 ��n�� — 2 EL) LL 0 L.L. 5 9 icr:::;v7.1 C hill66. — 1 0 0 0 10 20 30 40 GALLONS PER MINUTE udigio 404 P1 R12/5/2017 CCopyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. 404-Series Dimensional Data ,, -'' ‘. - v..0 \ LEI \\. \ 375rnm : •:.._,_, 4110 ,%'`. ii 6.'/' yr ii . '-.\ ,/,- ‘ 0 'el" N,,\ \lb . \ I i--A, ,.. .:_,..."..,,r;„iito /, ` \1441fi i ii ik de'' ' 0 4. 1 1 I cio- : , , I 04I l. PI 1 c� v I r;-;1)1 si 407 41' 1 ‘' 1%:1111 I 1° lib?TA/ -- R 9at! !JI i , H i kin- C 174.5n- rn11 1 3.7 II tail i137 ' .1 CORDS - 1 15V PIGGY BACK - AUTOMATIC 13.7 [ 348.7 i 1 IN 1 ;,- . A , ' li 1 "-a 0 ri .a i‘ ' , a ., . _ . 1 , ., . . V k 1 . ,I 1 1. �I /f! Q Qi I f ! • [ 250.2 - ! 3 1 I I s ( I [ 208ji It '1 tl I 1 I ) I I : ; i I , 1 L .2ft.-11181. 0 i . il-- it i —1± 1 il DP:J. I F'3 :L:AMAK!, •.1.-i,:lAl 404 SERIES DIMENSIONAL ,--741--E" —c, 54.'__ _ BAN 07 I A :i►_ r..,,, popsc.1 .t - , •r . t77-1 MTEIGHI: 23 Lin I.4i' .t ilia".1* -Ifla P2 R 12/5120 l 7 i ( up right 2017 1 ilici ty I'uml,. liIL :\II right. reserved. Specifications subject to change without nuticc• 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. *404 1/3 115 1 5.2 8 105'C I B 10 1 1/2" YES 221°F 404CV 1/3 115 1 5.2 8 105'C! B 10 11/2" YES YES 221°F 404/A 1/3 115 1 5.2 8 105'C/ B 10 1 1/2" YES YES 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/ B 10 1 1/2" YES YES EYE 221°F NIGHTEYE 404CV/A- 1/3 115 1 5.2 8 105'C/ B 10 1 1/2" YES YES NIGHTEYE® YES EYE 221°F 404L 1/3 115 1 5.2 8 105'C/ B 10 2" YES 221°F 404CV models are c"r'tk Certified to UPC and IPC requirements of ASME A112.3.41 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/104°F CONTINUOUS,60'C/140°F INTERMITTENT CLASS B MAX STATOR TEMP 130"C/266"F 'r THERMAL OVERLOAD 105'C/221°F ` rl '""� POWER CORD TYPE SJTW C4 MOTOR HOUSING DEEP FINNED POWDER COATED ALUMINUM o VOLUTE ENGINEERED POLYMER il= .°.o SHAFT STAINLESS Vi cz Z HARDWARE STAINLESS a gi WI W ORINGS BUNA N 4+ SHAFT SEAL ENGINEERED DOUBLE LIP WITH STAINLESS SPRINGS �"' WEIGHT 13 LBS 9 � C TANK MATERIAL POLYPROPYLENE INLET SIZE 11/2"FEMALE NPT(2"FEMALE NPT on 404L) DISCHARGE SIZE 11/2"FEMALE NPT(2"FEMALE NPT on 404L) VENT SIZE 11/2"FEMALE NPT(2"FEMALE NPT on 404L) 404 P3 RI2/5/2017 e'Copyright 2017 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice. met* 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 o as manufactured by Liberty pumps, and have a maximum fluid temperature rating of 140 degrees F. 2.01 OPERATING CONDITIONS: ,l5 �_A Each drain pump shall be rated at 1/3 hp volts, single phase, 60 Hz. 3450 RPM. The unit shall produce 36 G.P.M. at I.) 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: ��•- Pumps, Bergen Each drain pump shall be equal to the Series 404 with c U�� Certified pump as manufactured by Liberty Pu , NY. The motor p 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 R 12/5/2017 ' Copyright 2017 Liberty Pumps Inc. All rights tes.neJ. Spcciticaiionx subject to change %Nithout notice. 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. . re, (ft„rt 01. ia ViI/ .iik;i:;:i,: ;, . FEB 01 2021 . 10 ' ITY OF ANACOHT ES 404_P5 R 12/5)2017 tOCopyright 2017 1 ibcrty Pumps Inc. All rights reserved. Specifications subject to change without notice. libei