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Home My WebLink AboutWHEATON WAY, 4310-n O CD I Q w E 0 AST h r E i R i` a 5 u, FOF_ AC ACCESSIBLE MAIL MATERIAL ACT ACOUSTICAL MAX MAXIMUM CEILING TILE MANUF MANUFACTURER ADJ ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH MIN MINIMUM FLOOR (MIN) MINUTES ALUM ALUMINUM MISC MISCELLANEOUS BLDG BUILDING MTD MOUNTED CENTERLINE MTL METAL CLR CLEAR N/A NOT APPLICABLE CMU CONCRETE NIC NOT IN CONTRACT MASONRY UNIT NTS NOT TO SCALE CONC CONCRETE NO. NUMBER CONT CONTINUOUS (N) NEW DIA DIAMETER OC ON CENTER DIM DIMENSION PT PAINT DN DOWN PLWD PLYWOOD DTL DETAIL PP PUSH PLATE ELEC ELECTRICAL REQ'D REQUIRED ELEV ELEVATION RO ROUGH OPENING EQ EQUAL SIM SIMILAR (E) EXISTING SF SQUARE FOOTAGE FC FIRE SMS SHEET METAL FEC EXTINGUISHER SCREW CABINET SOG SLAB ON GRADE FOC FACE OF STRUCT STRUCTURAL CONCRETE TBD TO BE DETERMINED FFIN FACTORY FINISH TGL TEMPERED GLASS FF FINISH FLOOR TOC TOP OF FIFE FINISH FLOOR CONCRETE ELEVATION TYP TYPICAL GALV GALVANIZED UL UNDERWRITERS GA GAUGE LABORATORY GWB GYPSUM WALL UNO UNLESS NOTED BOARD OTHERWISE HM HOLLOW METAL VIF VERIFY IN FIELD HR HOUR WD WOOD INFO INFORMATION WP WALL PROTECTION INT INTERIOR ARCHITECTURAL SYMBOLS INTERIOR ELEVATION SYMBOL DETAIL CALLOUT SYMBOL PARTITION TYPE RELITE FRAME TYPE KEY NOTES 11 A3.OX rx-x'� AX.XX XX O 4310 WHEATON WAY BREMERT01, 1, WA EAST B . i , j i 96TH STREET S. LAKEWOOD, WA •.f•• • 0 cRQ CARL ZARELLI ARCH ffi BCRA 2106 PACIFIC AVENUE, SUITE 300 TACOMA WA 98402 TEL: 253.627.4367 EMAIL: JRYDMANCBCRADESIGN.COM CONTACT: JOE RYDMAN BCRA 2106 PACIFIC AVENUE, SUITE 300 TACOMA WA 98402 TEL: 253.627.4367 EMAIL: WHUQBCRADESIGN.COM CONTACT: WILSON HU OCCUPANCY: B TYPE OF CONSTRUCTION: TYPE VB NUMBER OF STORIES: 1 BUILDING HEIGHT: EXISTING AREA AFFECTED BY WORK: FACADE ONLY FIRE .. PROTECTION: FIRE AUTOMATIC SPRINKLER SYSTEM — EXISTING ALARMS UNDER . IMPROVEMENT ! ■ nnr% Irnr tl NDEX 0 REPRESENTS SHEET SUBMITTED DRAWING DESCRIPTION DATE ISSUED COVER SHEET 1 V1- j WON 1 • , TYPICAL WALL SECTIONS Firmsf 0MOMI S I RUCTURALNOTES MOM CANOPY PLAN AND DETAILS a ::-::kC. ..TE""LAYOUT EXISTING , pill IOWN 4310 WHEATON WAY BREMERTON, WA 98310 DESCRIPTION OF WORK: g RENOVATE SOUTHERN POTION EXISTING WEST FACADE, PRIOR TO PIE'RFORNING WORIPI-' 114N li ia's FBI; f'.n tir* t Q!-•.., 7 � ,i � '� �(� �P. ..';£-, c*,G!ic: r� c.:ync vI� q a,8 6rtGt n ano n v d b n P. 'J%' tf fa�lU."id alue. €ty011kIrril flrt n P R0140vvP,d for y: JUL r'ai%r C 5664 REGISTERFR,, AI;C =ACT 'S DO STATE L P. ERST OF WASHINGTON Lu LL �C z Q Z. z _ r�y- ® U) > ® w 0- w M 13349FE 13349FE A-G1.01.dwg COVER SHEET BCRA 91 (-)COPYRIGHT 2014 - BCRA, INC. ALL RIGHTS RESERVED 0 01 15. PERMIT SET L -4- -4- --J -FURRED WALL -4- --1— METAL CANOPY ABOVE 36'-3" 29 P-2 1p SCALE: 1/32" = l'—O" II SLOPED METAL CANOPY ABOVE ENTRY 271-0" 177'- ly2" mff�v M _T - — — — — — — — DEMOLISH EXISTING COLUMNS AND ENTRY PROJECTIONS FITNESS EVOLUTION PARTIAL FLOOR PLAN SCALE: 1/8" = l'—O" i II VMETAL CANOPY ABOVE AREA WITHIN SCOPE OF THIS PERMIT DEMOLISHED, TYP. FURRED WALL WALL " PANEL TILT -UP WALL PANEL UNIT WITH SPANDREL GLAZING FITNESS EVOLUTION ELEVATION SCALE: 1/8" = l'—O" UaO to CS cn c� to ko CN Li U- =D cc Na-4 cq SUL 5664 REGISTERELL c CT LOwl AS P. OBERST STATE OF WASHINGTON E_�� z 0 0 z w 0� w 0 U— z 0 10 > Z 0 CM0 0) w U) z 0 < w 0' ca w Z 1-6 < Lmu 0 .) 1.- Cn �_ 3: C) w 2 UJ r) ui EL DATE 07.23.2014 SIM NO. 13349FE MD MLE 13349FE A-A2.01.DWG PARTIAL BUILDING FLOOR PLAN AND B U I L D I kvk &_tt"CE�Vk, T t �eA I ©COPYRIGHT 2014 - SCRA, INC. ALL RIGHTS RESERVED SHEEP PERMIT SET cD z SCALE: 1 /2" = 1'-0" 0 0 0— 0 a r � I I I I I I I T1-11 SIDING OVER PLYWOOD SHEATHING SIMPSON A35 CLIP REMOVE PORTION OF EXISTING ROOFING FOR PARAPET, REPAIR AND PATCH THE ROOFING AFTER PARAPET COMPLETED WOOD TRUSS ® 16" O.C. EXISTING ROOF JOIST DEMOLISH EXISTING ROOF JOIST OVERHANG EXISTING GLULAM CORRUGATED METAL OVER AIR/WATER BARRIER OVER PLYWOOD SHEATHING OVER 2X6 FRAMING SIMPSON H1 CLIP GL 5 Y X 18 W (2) 2X6 JACK STUD AND KING STUD EACH END PERFORATED METAL SOFFIT FURRED WALL BEYOND EXISTING STOREFRONT ENTRY SCALE: 1/2" - 1'-0" T1-11 SIDING OVER PLYWOOD SHEATHING PARAPET FRAMING (2X6 ® 12"O.C.) SIMPSON LSTA9 EACH STUD REMOVE PORTION OF EXISTING ROOFING FOR PARAPET, REPAIR AND PATCH THE ROOFING AFTER PARAPET COMPLETED SIMPSON LTP4 PLATE ® 12" O.C. (® STUDS) EXISTING ROOF JOIST DEMOLISH EXISTING ROOF JOIST OVERHANG HARDIE PANEL OVER Y4" FURRING STRIPS OVER AIR/WATER BARRIER OVER PLYWOOD SHEATHING OVER 2X6 FRAMING ® 12" O.C. EXISTING TILT -UP CONCRETE WALL %" DIA. ANCHOR BOLT - EMBED 12" INTO CMU W/ 3"X3" PLATE WASHERS ® 24" O.C. CMU WALL W/ #4 ® 32" O.C. EACH WAY CONCRETE STEM WALL W/ #4 18" EACH WAY HARDIE PANEL OVER 34" FURRING STRIPS OVER AIR/WATER BARRIER OVER PLYWOOD SHEATHING OVER FRAMING PARAPET FRAMING (2X6 Q16"O.C.) REMOVE PORTION OF EXISTING ROOFING FOR PARAPET, REPAIR AND PATCH THE ROOFING AFTER PARAPET COMPLETED EXISTING ROOF JOIST DEMOLISH EXISTING ROOF JOIST OVERHANG EXTEND HARDIE PANEL TO METAL CANOPY METAL FLASHING METAL CANOPY (SEE S7.01) EXISTING TILT -UP CONCRETE WALL WALL SECTION AT CANOPY SCALE: 1 /2" - V-0" HARDIE PANEL OVER Y4" FURRING STRIPS OVER AIR/WATER BARRIER OVER PLYWOOD SHEATHING OVER =RAMING 'ARAPET FRAMING (2X6 @16"O.C.) REMOVE PORTION OF EXISTING ROOFING FOR PARAPET, REPAIR AND PATCH THE ROOFING AFTER PARAPET COMPLETED EXISTING ROOF JOIST DEMOLISH EXISTING ROOF JOIST OVERHANG CORRUGATED METAL OVER AIR/WATER BARRIER OVER PLYWOOD SHEATHING OVER 2X6 FRAMING OPTIONAL STOREFRONT UNIT WITH SPANDREL GLAZING EXISTING TILT -UP CONCRETE WALL CMU WALL SEE 2/A9.01 FOR DETAILS r9 TWLAM i xa. SCALE: 1 /2" = V-0" SEAL 5664 REGISTERED., `RC ACT DO U ` LAS P.3RST STATE OF WASHINGTON ui LLJ -40 LL U J J J z w UJo Q �Q w W z 0 � v m z = z lry- o o w � LLLU m REVfSIDNS DATE 07.23.2014 9CRA NO. 13349FE CARD ME 13349FE A-A9.01.DWG Qu= m, c WALL SECTIONS C R A 19 @COPYRIGHT 2014 - BCRA, INC. ALL RIGHTS RESERVED IYJCCT N u- 0 0 0 - REINFORCING STEEL - STRUCTURAL AND MISC. STEEL INCLUDING STEEL DECK, EMBEDDED STEEL ITEMS, SHEAR STUD LAYOUT - GLUED -LAMINATED MEMBERS - PRE-ENGINEERED STEEL OR WOOD TRUSSES - CONCRETE MIX DESIGN •- r r •• y rr • r • "y r l y i. 1 1 l r � -. • , _ • '. • 1 r r r.. ■ r •.... • 1. r • r . • . r r • . • ■ , • _ • - - 1 : • - l '■ r •. ,. r 1. r �, + • - l r : - A' .. • :[ r ■: , r LA • • -:. - 1. • - l . • t �..- � ..- r ,.._ _ , • - r. ,. • -.. . + • . AMIN r T. . •, , r • •■ ..• r, •• ■ • - • • I III• I r W,M r , •: : :I WAY Alk •. l l 1. r 1 l , • • • - 1. • 1. -. r y. •` 9 r. : J • - •. ■' 1. •, - : , • r ■ r • . r• •, •. a ■ 15 B, • r r • • •' ■ r r r • -. . • 1, r • - - [ STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 22 OF THE IBC. MATERIALS: STRUCTURAL STEEL STRUCTURAL TUBES STEEL PIPE CONNECTION MATERIAL, EMBEDDED ITEMS, CHANNELS, ANGLES, BASE PLATES AND MISCELLANEOUS STEEL STRUCTURAL BOLTS ANCHOR RODS THREADED RODS WELDING ELECTRODES r l 1 1 l t• 1 I J •./ 1 1 • r • r .r r •- r � ► Iw r r r • � r • r r r r r. • • • •. y 1 � -'- ♦ • • : ,:_:. w - r' 1. - a 1 : 1 -' �• � r r + � . ■: • .. • • •, - , -ft*-jWj&jpjk'. , • . • • . , . • . • •, ■ r l •, l r . r r - . [ 1 1 [ • mad W • r r [. a, 1 ♦ 1. ► ' 1 , Nil J.Paw Av 000,4 r r • • •r r r • • • r •Tolazl r , • w , '. ► r r • • r ...� , r •,.• � , 1. � -.. . • :' •,' - 1. - ♦ • r r [ :. 1 '. • 1. r. ':.. • .., 1. • • ■ -..• �,. - •.. • Fill a 1 • / � • 1i1 • r 1101, r • .�♦ r WOOD WOOD DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 23 OF THE IBC, MATERIALS: STUDS JOISTS BEAMS POSTS GLUED LAMINATED TIMBER r•, l lr . , s,r, • r• r 1. + -Ir r • - , r w - , w , r • 1. 1. •1 :J � l � •r , fir. r 1 •11 ` l 1 j 1 - - r +r • "Alr OR r • r • r r. r • , r r , - r , err j • 1 !-1 � r., � •' c r ::'... - r • r ' • j 4 0 fill i • -. •' •... •:►.�. • r i •' • - r • • r ► - • - r : r r ;. r r • w. • •, : :.r 1. • '.. r r - r : 1 j. r r - ► ,-� - + ` - '� •Y. x wI'M - l l r r r r r • • -' ♦ • •. R 1 r ■, . , . r w r • it , : •. • r , U m W d U 6— ai'> O 'iN CqL ;a c> IZ-_ N U <® Y N C> I- CV u II Q Z W o N®�y 6L Q � Q z Z W w ® F/� W C W 0- W m REVISIONS DATE 07.23.2014 BM RD. 13349FE CARD RLE 13349FE A-S0.01.DWG SHEET TW STRUCTURAL NOTES BCRA ® COPYRIGHT 2D14 - BCRA, INC. ALL RIGHTS RESERVED m PERMIT SET c� z T N IL N F— Q z W ` ct W U z U F— Do Z U W o m 00 L1.1 j ' ® CD Q z O ry U ® ® � LU DMQVIKM 01ATE 07.23.2014 BCPA NO. 13349FE CARD FlLE 13349FE A-S7.01.DWG euccr Tm r AND DETAILS BCRA IN ®COPYRIGHT 2014 - SCRA, INC. ALL RIGHTS RESERVED QLt[LT PERMIT SET IN M Ln Is 19 FITNESS'EVOLUTION-R-PRESTIGE Packaged Rooftop Units with Gas Heat Project Name: -UNITS -7 4 7 777777; 7., CFM Temperature (OF) MBH Tag ESP Total [Sons. EERI fl Qty HP GPM Ent g. Ar cap. Cap 'Aft. (Ft.) Voltage MCA eight' Model Number Brand 'SA* OA PWG) OD Amb Max Fuse W DB Mol,4 S15ER. in Out MBH 8.5 ton 6 3400 0 0.00 0.70 831 80.0 67.0 5817 57.1 95.0 106.2. 78A 11.0 0.0 180.0 144.0 460.3-60 19.4 25 964 ZXG091141310113121AI York 42-4 ton 4 1600 0 0.00 0.60 1149 80.0 67.0- 59.9 67.2 95.0 49J1 34.7 110. 0.0 112.0 90.0 460.3-60 11,2 15 562 ZXG05E4B1AA1.B121A1 York X-10" I S-1 1 1/2" _sY a 401-01" 43'-0" X SUBMITTAL I MICROMETL HOLDDOWNS 2J YOU ZH, DH, DR, BP 078FOR-150, OR 090-450 DATE' 07 DF 078- DRAWN 6Y.- 50 11 0D i "Qi L Jr. MJCRO-BOLD j"e'-ACIICORNM '11AWWAPCIMCKAGE. INCLUDED M115.16ITT INCLUMD J UNIT TEY, SCU_w5(v.1t--) (tit} 7ti0ai?2" TEK SCVBWS (14") WOOL? NAILER F0LLT1F.RTMFTT,'k . 3044*01, 16 $0, ID , SUPPLY 6' RETURN x3I **Curb sold separate*4 UNIT BASF, PAIL 11161GAMICRO41OLD -,AITACHTOUNIT (.4'#T0Xvr I L, K pwlq W.1 IT, DETAIL A 13 M MOPOTY W &dCMWM CORPORAMN WO L3 MUM= ""N TUR WRESS Wvwlbe TUC Irm mcrom mYid, YiOT at: 0MC1=0 " usm KEYNOTES 01 STOREFRONT AND ENTRY DOOR, SEE DETAIL 6/A2.51 02 FURR OUT (E) PERIMETER WALLS PER DETAIL A/A2.51 PATCH CONCRETE S.O.G., MATCH EXISTING FINISHES 04 FULL HEIGHT DEMISING WALL PER DETAIL B/A2.51, ROOF HATCH AND LADDER DOOR PER SCHEDULE 0=7 DOOR PER SCHEDULE PROFESSIONAL ENGINEER STAMP ONLY APPLIES TO THE WEIGHTS AND LOCATIONS OF THE MECHANICAL UNITS FOR STRUCTURAL SUPPORT. STAMP DOES NOT L APPROVE MECHANICAL DESIGN OR ANY OTHER ASPECT OF DESIGN/CONSTRUTION SHOWN ON THIS SHEET. HV0,c- 5'4Lrrb0t`7`; mQu"`�' in d- Validity of permit, The issuance or granting of a perm;*, shall not be construed to be a permit for, or an approve± of, any violation of the provisions of the Internationai Codes or any other ordinance of the city of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the international Codes and ordinances of the city of Bremerton shall not be valid. (18C 105 & IRC 105.4) CHANGES MUST BE APPROVED PRIORTC) PERFORMING WORK MUST COMPLY WITH ALLWASHINGTON STATE CODES (WW of Bremerton t)qpt of Community Devf,` N,OV 2 4, 2014 5-for, ror,;) NORTH 0 16' 24' SCALE. 3/32" = 1'-0" THE METALSMITHS INC. Heating * Air Conditioning a Sheet Metal www.metaismithshvac.com "Quality service --you can trust" MARK C"RAY 7116 220"'St SW Cell: 206-295-3193 Suite 13 Office: 206-362-3430 Mountlake Terrace, WA 98043 Fax: 425-775-6632 License #METALI*141CG E-walla markcrayi(ahotmall,com o Ar NEW M or ,43 AW Va -5 $FA 5664 REGISTER ------- JARC CT DOI.ILAS P ERST STATE OF WASHINGTON LLJ C� 0 0 0 z LU U) W U) 2W iz CL z 0 Z 0 UJ F- z 0 < Z W f_ < u., 0 < LU CL0:: Lu W01141. 1 REVSM CY) WE 05,20,2014 13349A-Fr>.dwg AC SCREW FASTENER PER MANUFACTURER RECOMMENDATIONS, PROVIDE 1/4" SDS SCREWS @ 2'-0"OC MIN MECH UNIT AND STEEL CURB PER MECH I I I i - SIMPSON A35 CLIP INSTALLED PER CONNECTION TYPE 3 PER CATALOG, TYP TOP AND BOTTOM OF TRANSFER BLOCKS (3)1/4" SDS SCREWS, TYP -- EX SHTHG illoo I 101 , - SIMPSON H10A EX TRUSS —� CLIP, TYP SECTION A -A SCALE = 1" = T-T ur-r -IAmir-AI ni ir.T NO.2 DOUG FIR 2x6 BELOW C WITH SIMPSON LUS OR B HAI OR H10A CLIP PER SECTION MECHANICAL UNIT F MING PLAN SCALE: 3/4" = l'-0" - NO.2 DOUG FIR 2X6 LOAD TRANSFER BLOCK AT EACH PAI POINT AS SHOWN NO.2 DOUG FIR 2X6 WITH SIMPSON LUS OR B HANGERS NO.2 DOUG FIR 2X6 WITH SIMPSON H10A CLIP, TYP .r ,rr x w i, r+ a z t !» 4':. ,v:. .J-. -, r.. :, .. s e -... .,:: .. ..:. ,:.. ,.,. -+e . ..;a vk z.". L.: .. .- pP'r: ) 2 rr {.. ,.r„ < - ,., - 'S ?;• n< v i v: a t, v, C v, asifflux"AM;ZMAIM r r FMI" I I * M L AC ACCESSIBLE MATL MATERIAL ACT ACOUSTICAL MAX MAXIMUM CEILING TILE MANUF MANUFACTURER ADJ ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH MIN MINIMUM FLOOR (MIN) MINUTES ALUM ALUMINUM MISC MISCELLANEOUS APP APPLICATION MTD MOUNTED BLDG BUILDING MTL METAL CENTERLINE N/A NOT APPLICABLE CLR CLEAR NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE CONT CONTINUOUS NO. NUMBER DIA DIAMETER (N) NEW DIM DIMENSION OC ON CENTER DN DOWN PT PAINT DTL - DETAIL PLWD PLYWOOD ELEC ELECTRICAL PP PUSH PLATE ELEV ELEVATION REQ'D REQUIRED EQ EQUAL RO ROUGH OPENING (E) EXISTING SIM SIMILAR FC FIRE SF SQUARE FOOTAGE FEC EXTINGUISHER SMS SHEET METAL CABINET SCREW FOC FACE OF SOG SLAB ON GRADE CONCRETE STRUCT STRUCTURAL FFIN FACTORY FINISH TBD: TO BE. DETERMINED FF FINISH FLOOR TGL TEMPERED `GLASS FFE FINISH FLOOR TOC TOP OF ELEVATION CONCRETE GALV GALVANIZED TYP TYPICAL GA GAUGE UL UNDERWRITERS GWB GYPSUM WALL LABORATORY BOARD UNO UNLESS NOTED HM HOLLOW METAL OTHERWISE HR HOUR VIF VERIFY IN FIELD INFO INFORMATION WD WOOD -INT INTERIOR WP WALL PROTECTION r w Q 7 m S CC NTERIOR ELEVATION SYMBOL DETAIL CALLOUT SYMBOL PARTITION TYPE RELITE FRAME TYPE KEY NOTES PLAN ORIENTATION A3.0X zttz XX O PLAN NORTH 43 - -z WHEATO'Nk" '6'O"Om c: 0 ,cr,< -.F. \]\,!AY Bmt:Rm"OmO ,,� i N EAST BREMERTON PLAZA LLC 3020 96TH STREET S. LAKEWOOD, WA 98499 TEL: 253.588.9100 EMAIL: CARLZ@MERITNW.COM CONTACT: CARL ZARELLI r BCRA 2106 PACIFIC AVENUE, SUITE 300 TACOMA WA 98402 TEL: 253,627.4367 EMAIL: JRYDMAN@BCRAE)ESIGN.COM CONTACT: JOE RYDMAN -- PROJECT MANAGER IBC 2012: OCCUPANCY: B TYPE OF CONSTRUCTION: TYPE VB NUMBER OF STORIES: 1 BUILDING HEIGHT: EXISTING AREA AFFECTED BY WORK: 23,000 SF FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM — EXISTING FIRE ALARMS -- UNDER TENANT IMPROVEMENT SCOPE PROJECT SITE %Ik* EI .. �ip��A1+y�■�y� (� N 3: JIM-Nt. , Gbll Ccs.> r 6 I It 1� } ;,. Ito e i fll-ohs 3f ?'ifs } i 4 ' M. . k � F 14 a ivy Rd .. i�earE $� s I ; 4 74:F<L.Sfi},yst. , REPRESENTSINDEX 0 . SHEET DRAWING DESCRIPTION DATE ISSUED DATE REVISED • G1.01 COVER SHEET 05.16.14 • AX2.01 EXISTING AND DEMOLITION PLAN 05.16.14 • A2.01 FLOOR PLAN 05.16,14 • A2.51 DOOR SCHEDULES & MISCELLANEOUS DETAILS 105,16,14 :0j-, PROJECT ADDRESS: 4310 WHEATON WAY BREMERTON, WA 98310 DESCRIPTION OF WORK: LANDLORD PERFORM FOLLOWING WORKS FOR NEW TENANT. NEW TENANT WILL SUBMIT SEPARATE TENANT IMPROVFMENT APPLICATION. Remove existing HVAC from } space Provide and install New roof top units per an r SM ya+�. 9 Q Q aS Q M M d' N eG � W9 � C-4 N 4.af W Z {1 U N n R N Q t— N .f 1 tx4 ev Lli co N MP�e E l0 �fl Li9 O K � E lt, .2 ® a c� I Lu UJ Z Q �Q WUJ 0 z v co Or, ®ct� c'2 ®w w W � CO RENSIONS DATE 05.20.2014 BCRA NO, 13349 CARD HLE 13349A-G1.01.dwg HVAC PLAN B (Zo R A IN !QCOPYRIGHT 2014 - SCRA, MC. AL4 RIGHTS RESERVED SHEET au �V Lo 0 7 2 3 12 9 CZ) - I Ln C14 Project Name: HVAC Tag # Qty FLOOK" PLAN 8.5 ton .6 SCALE: 3/32". = V-10" Al(J-4 ton 4 "Weight (eG Ch) with factory installed options U!, 111111 1111 11 �l 11�1111111 " 11,111!!1I lilillill "I III I111 IN I . i11111111 l� 111111111MMIM FITNESS EVOLUTION-R-PRESTIGE -UNITS Electrical 7777� ft CFM HP ESP RPM Temperature (IF) Total Cap.Cap S. Sens. EERI Alt.'(Ft.) MBH Voltage MCA Max Fuse Weight* Model Number Brand EntAi . %r :FqD SAJ OA, IWG Amb : MBH MBH SEER in Out 1 3400 0 0.00 0.70 83r1 80.0 67.0 587 57.1. 95.0 106.2 78.1 11.0 0.0 180.0 144,0 460-3-60 19.4 25 964 ZXG09E4B1AA1I312.1A1 York 1600 0 0.00 0.60 1149 80.0 67.0 59,9 57.2 95.0 49.71 34.7 11, 0 0.0 112.0 90:0 460"3.60 11.2 15 562 ZXG05E4131AA1131,21AI York SUBMITTAL MICR,OMETL HOLDDOWNS FOR MH-0564-HOLD YORK ZH, DH, DR, BP 078-150, DR 090-150 IDATE: .07707 DF 078-120, DJ 150 VN[TS SUBMITTED TO: COMPANY: DRAWN BY:' MAC .50 " OD JOB NAME: 46 1/2". ID so 1181, OD WEIGHT: 765/8"11)I- '-J NOTFq MICR0440LD (TYP EACH CORNER) <> HARDWARE PACKAGE INCLUDED FREIGHT INCLUDED SUPPLY A UNIT TEK SCREWS (8", 11 11) (10) Ploxi/2" TEK SCREWS (14") WOOD NAILER FULL PERTMETER RETURN S" !0 14" "Curb sold separate" UNIT BASE RAIL 160AMICRO-HOLD ATTACH TO UNIT (4)#IOXI/2" TEK SCREWS (S'. I I (5)#10,x112" TEK SCREWS (14') KEYNOTES = STOREFRONT AND ENTRY DOOR. SEE DETAIL 6/A2.51 02 FURR OUT (E) PERIMETER WALLS PER DETAIL A/A2.51 (:aD PATCH CONCRETE S.O.G., MATCH EXISTING FINISHES 04 FULL HEIGHT DEMISING WALL PER DETAIL B/A2.5 1. 0=5 ROOF HATCH AND LADDER 06 DOOR PER SCHEDULE 07 DOOR PER SCHEDULE NORTH 0 8' 16' 24' SCALE: 3/32" = 1'-0" THE METALSMITHS INC. Heating *Air Conditioning e Sheet Metal www.metalsmithshvac.com "Quality service --you can trust" MARKCRAY FQ- prj E/) AW Na C.) E25 I.- C-4 �itlll 5664 REGISTERIM C TACT STATE 2UL A S P. '013ERST ' Uio . " ST STATE OF WASHINGTON LU 0� 0 C) 0 z - J UJ U) C/) U) LLJ z F_ CL LL Z 0 z > - < fY W z W O� 0 l.- < LU Z 0 C) F_ U) < O W W CR CL W C10 M REVISIONS DATE 05.20.2014 BCPA NO. 13349 CAM HLE 13349A-FP.dwg SHEET ru H is Aff VAC I .BCRA M ®COPYRIGHT 2014 - SCRAMC.AU RIGHTSRESERVED SHEET DETAIL A TMS DOMWENT W M PROPEM OF kICROKM CORPORAMN AND ES DZUVZM UPON TUN IWRM CONDITION MT TH9 CONTEM TH1 NOT at DISCLDSKD OR USED TMOUT MCROMSTI:S wR=trrztN( COMM. 7116 220'h St SW Cell: 206-295-3193 Suite 13 Office: 206-362-3430 Mountlake Terrace® WA 98043 Fax: 425-775-6632 License #METALI*141CG E-mail: markcrayl@hotmaii.com PERMIT SET c ;z Z" nor 0 0 A 0 0 _B 0 LA CFM (Per Element): Nozzle Velocity: 1 200 11 367 300 550 400 734 500 9 600 1101 700 1284 800 1468 900 1651 I Total CFM 200 300 400 500 600 700 800 900 Projection 6-13-26 10-19-33 13-26-38 16-30-43 19-33-47 23-36-50 26-38-54 29-40-57 Total Pressure 0.015 0.033 0.059 0.092 0.133 0.181 0.2136 0.299 ELEMENT ELEMENT Noise Criteria I < 20 < 20 < 20 < 20 it 25 I 30 34 .37 +'�1200' Total CFM 400 600 800 1000 14,00 1600 1800 Projection 8-18-37 14-27-47 18-37-54 23-43-60 27-47-66 32-50-71 3754-76 40-57-81, Total.Pressure 0.015 -0.03 0.059 0.092 0.133 0,181 0,236 0.29 a 9 ELEMENTS Noise Criteria < 20 < 20 < 20 22 28 32 37 40 z�pANC-10-1 1 13-3/4 12 .TANG10-2 10 2 13-3/4 26-3/4 12 25 hkNe-i,o�- 3 13 39-3/4 38 , ANC —10-4- 4 52-3/4 51 OAdjustment of the concentric rings about the pivotal axis through a 60 degree arch of plus or minus 30 degrees OlAdjustment of the nozzle element about a fixed plane through a 360 degree rotation page 4 — �V Field Joint Flange 3/8" Border—, �_ 1/41 Diameter Holes Duct Duct Size Plus 2" Max Size L Field Attach Before Mounting Unit to Wall or Duct _J .Al W MARK CRAY Office: 206-362-3430 7116 220th S.W. Fax: 425-775-6632 Mountlake Terrace, WA 98043 Cell. 206-295-3193 Lic# METALI*141CG Email: markcrayi@hotmaii.com SAW A (74 cn %MO I UJ 83 W 1;i mi LU cr_ U. City of Bremerton Dept. of Communhy Clevelopmerit MAR 2 5 2015 Peviewecj I liance, V) By: Z n n iC Li SUP. w D 1N$-PVcrx)N, L 0 Z DATE: 05-30-14 PROR RK SCALE: DRAWN BY: CP validity of permit. The issuance or granting of a permit shall not be construed.to be a permit for, or an approval. DESIGN BY: BC Of,, Any vibiation of the proVisiOns of Ihelntefrldt lull cm WhOr ordinanco of the city of Bremerton, CHK'D. BY: codbsor any Parwin r4raAwMin w Give saoihorl,tc v1pinto or cancel qlado�, and FILE NO: oviglo intafnAtionAl IN, 'fI'll pf Grurtj#tt1- t), §hA 11 mot bo valid. REFLECTED CEILING RVA_Plan Plan, JO B N 0. 146 ...mm ..... .. wia AC ACCESSIBLE MATL MATERIAL ACT ACOUSTICAL MAX MAXIMUM CEILING TILE MANUF MANUFACTURER ADJ ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH MIN MINIMUM FLOOR (MIN) MINUTES ALUM ALUMINUM MISC MISCELLANEOUS APP APPLICATION MTD MOUNTED BLDG BUILDING MTL METAL CENTERLINE N/A NOT APPLICABLE CLR CLEAR NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE CONT CONTINUOUS NO. NUMBER DIA DIAMETER (N) NEW DIM DIMENSION Oc ON CENTER DN DOWN PT PAINT DTL DETAIL PLWD PLYWOOD ELEC ELECTRICAL PP PUSH PLATE ELEV ELEVATION REQ'D REQUIRED EQ EQUAL RO ROUGH OPENING (E) EXISTING Sim SIMILAR FC FIRE SF SQUARE FOOTAGE FEC EXTINGUISHER sms SHEET METAL CABINET SCREW FOC FACE OF SOG SLAB ON GRADE CONCRETE OT STRU\. 11�T OT RU URAL FFIN FACTORY FINISH TBD TO BE DETERMINED FF WISH FLOOR TGL TEMPERED GLASS FFE FINISH FLOOR TOG TOP OF ELEVATION CONCRETE GALV GALVANIZED TYP TYPICAL GA GAUGE UL UNDERWRITERS GWB GYPSUM WALL LABORATORY BOARD UNO UNLESS NOTED HM HOLLOW METAL OTHERWISE HR HOUR VIF VERIFY IN FIELD INFO INFORMATION WD WOOD INT INTERIOR WID WALL PROTECTION �iij i 11111, W TEMIN jim"t ski 16 LEGEND INTERIOR ELEVATION SYMBOL DETAIL CALLOUT SYMBOL PARTITION TYPE RELITE FRAME TYPE KEY NOTES PLAN ORIENTATION O CO 0 a_ M A, A 3. 0 X (--XX AX.XX N > O PLAN NORTH E -= !-AST R M RTON PLA A LLC 4310 WHEATON WAY BREMERTON, WA P041111101 OCCUPANCY: B TYPE OF CONSTRUCTION: TYPE VB NUMBER OF STORIES: 1 BUILDING HEIGHT: EXISTING AREA AFFECTED BY WORK: 23,000 SF FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM — EXISTING FIRE ALARMS — UNDER TENANT IMPROVEMENT SCOPE Aj Ilk &!!WM N [--PROJECT SITE j L IM ■ DESCRIPTION OF WORK: LANDLORD PERFORM FOLLOWING WORKS FOR NEW TENANT. NEW TENANT WILL SUBMIT SEPARATE TENANT IMPROVEMENT APPLICATION. 0 DEMOLISH EXISTING INTERIOR WALLS, SOFFITS AND CEILINGS, 0 BUILD A NEW DEMISING WALL AND NEW ELECTRICAL ROOM. I 1\xjuL-\a1 nl%L-m kz-'j'\juv it j Al R." 14 �v'a Nn MAY 2 2214 City of Brernertor., DC01 ifty of permit.The issuance o' qrsnzing of a oermi-t 1 Molt be con st ru-ed to be a for, or an app rov all Jhe' o"Ovision"; ny viclaVon o; es Cr any "'nerr d0" :Bve'rerr1of" rl:,s canc��; , iL I nil� g w g!v(-'� _Au -'no' 10 )rovisions 0, fl'� ocins and 1anm-z of th''. C""y o' Brem-,rton s'-'0 not be valid. 105 & iii-l'-' Or,. 4': '7 Tn_ URM Dar,t of C�-Mrpunfty Deveto, MR, 5664 REGISTARCER- EC DOII US P. nERST STATE OF WASHINGTON 01� 0 C) 0 z LLJ T- U) U) U) q Lu z L.L Z 0 1w- z 0 w :2 L- z 0 IF— u Llj:<�o W M Lu Lu :C z ILL - 0 F- C/) < U' :2 Lu ry C.L uj DATE 05.20-2014 8CRA NO. 13349 CADD RLE 13349A-G1.01.dwg SHM Ru BCRA Ow COPYRIGHT 2014 6CRA, INC. ALL RIGHTS RESERVED PERMIT SET 60 N Lill 8 1 0# U-) O N tp � M � N 4J U-Z c q_ N �a N O F— N 5664 REGISTERF,.D, ,�RC ACT DO S P. OBERST STATE OF WASHINGTON E U) U) J ""° J Z J Qe LL O z o Q 0 LLJ ® rn ui U m W_ z w O O _ o W CL Ili 3: � m DATE 05.20.2014 j Qv:7 ark 13349 13349AX-2.01.DWG SHEEP Tine EXISTING AND DEMOLITION PLAN BCRA IN 0 COPYRIGHT 2014 - BCRA, INC. ALL RIGHTS RESERVED SHEff PERMIT SET C3 w 0 m n: i a E 0 E 0 N f d' 0 N O N 0 "O O .a_ O o O d Ztelelzagm SCALE: 3/32" = 1'-O" I ' -" 'f` I SPRINKLER RISER KEYNOTES Q1 STOREFRONT AND ENTRY DOOR. SEE DETAIL 6/A2.51 Q2 FURR OUT (E) PERIMETER WALLS PER DETAIL A/A2.51 03 PATCH CONCRETE S.O.G., MATCH EXISTING FINISHES 04 FULL HEIGHT DEMISING WALL PER DETAIL B/A2.51. 05 ROOF HATCH AND LADDER O6 DOOR PER SCHEDULE 07 DOOR PER SCHEDULE NORTH 0 8' 16' 24' SCALE: 3/32" = 1'-0" ' 12-11 5664 REGISTER�4, Ac . tCT DO LAS P. O RST STATE OF WASHINGTON N NU W � W LL7 N C ww 60 � �y N N Li to t^D N N04 O2 O F- N NW 0� z Q W m U) U) U) c) W J Z �- ® L1 — Z Z Q o coo) ® ry U m Lij_ 10- _ Z Fw- O C) W � IW 'T m DATE 05.20.2014 BIM NO. 13349 CADD RLE 13349A-FP.dwg FLOOR PLAN BCRA 91 0 COPYRIGHT 2014 - 6CRA. INC. ALL RIGHTS RESERVED SHM PERMIT SET E (D L1_ DOOR I SIZE DOOR FRAME — FIRE DETAIL REFERENCE SIGNAGE H'VVARE I DOOR NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH RATING HEAD JAMB SILL GROUP REMARKS NUMBER GRID 001 PAIR 3'-0" x 7'-0" x 1 3/4 FLUSH HM FF --- I HM FF I/A2.51 1/A2.51 2/A2.51 --- 1,2 001 002 3'-0" x 7'-0" x 1 3/4 FLUSH HM PT --- 1 HM PT 1/A2.51 1/A2.51 2/A2.51 --- 002 (E) WALL ASSEMBLY PER PLAN 003 3'-0" x 7'-0" x 1 3/4 FLUSH HM PT --- 1/A2.51 1/A2.51 2/A2.51 1,2 003 004 EXISTING FLUSH HM PT 1 HM PT --- 1,23 004 (E) WEATHER RESISTIVE BARRIER (E) HEADER PER STRUCTURAL REMARK: 1. PROVIDE CLOSER 2. PROVIDE PANIC HARDWARE 3. VERIFY 3'-0" MIN. WIDTH & 6'-8" MIN. HEIGHT. :.I EE SCHEDUL .'j C", II rII NOTE: ILII DIMENSIONS NOTED AS ARE ....... . ......... V) OF EXISTING WINDOW TO REMAIN. CD TO BE FIELD VERIFIED SO THAT SIZE uj OF NEW WINDOW MATCHES THE SIZE PREFINISHED SHEET METAL w GYPSUM HEAD FLASHING WITH END W V) BOARD DAMS, SLOPE FOR DRAINAGE FINISH FLOOR STOREFRONT FRAME WITH A FRAME TYPE 1 COMPENSATION CHANNEL SET IN HOLLOW METAL SEALANT FRAME PROVIDE AIRTIGHT SEALANT AT STOREFRONT TO METAL FACED, SELF -ADHERED MEMBRANE TYP. 117-11 A FKAME T"'y"PES TT UAL STOREFKUNT NEAU SCALE: NTS U)-SCALE: 3" 1'- 0 97 UNDERSIDE OF ROOF DECK TOP DEFLECTION TRACK READY TO RECEIVE PAINT 5/8" TYPE'X' GWB (LEVEL 4 FINISH) 6" METAL STUD 6" METAL STUD, SPACING PER STRUCTURAL W/ R-21 BATT INSULATION GRID 5/8" TYPE 'X'GWB 777 FASTENER FIRE TAPE DOOR/FRAME PER SCHEDULE TENANT SIDE PROVIDE AIRTIGHT SEALAN AT STOREFRONT SILL TYP. ALUMINUM STOREFRONT �G D PER SCHEDULE SLAB ASSEMBLY PER PLAN AND SECTIONS CONTINUOS SUBSILL SET SLAR-ASSEMBLY PER PLANS IN SEALANT, SEAL END AND SECTIONS DAMS, SHIM AS REQUIRED. INSTALL PER ALUMINUM THRESHOLD, SET IN MFGR'S REQUIREMENTS CONTINUOUS BEAD OF SEALANT PROVIDE FIRE BARRIER SEALANT FUTURE T.I. SIDE (NO IMPROVEMENT) AROUND (E) ROOF JOIST awliv - A CONCRETE WALK, REFER .4. ALSO TO CIVIL 4 4 < 4 4 4 4 w 4 — — — — — — A & - '<. < —_ -_ t 4 4 4 4 E 4v, r1l _N '_4 4 4 AI 4 AI 4 AI (E) ROOF JOIST BEYOND 4 At 4 4 44 4 EXPANSION JOINT MATERIAL STEM WALL PER STRUCTURAL DEMISIN(13"' WALL ASSEMBLY T1�1 A Tu"P ur"EFLEC"710"N rNMCK TYPICAL of""'Tue'%REFRuf_"NT SILL TYPICAL ru'u"OrR SILL B SCALE: 1-1/2" V-0" 7 5 t I " ' SCALE: 3V " = -0" SCALE: 31-0" 2 SCALE: 3" 1 -0 GRID NOTE: DIMENSIONS SHOWN HERE FOR REFERENCE ONLY. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING WALL ASSEMBLY PER PLANS CONDITION/ OPENING FOR STOREFRONT INSTALLATION. READY TO RECEIVE PAINT WALL ASSEMBLY PER PLANS 5/8" TYPE 'X' GWB (LEVEL 4 FINISH) 1 I AIR AND WEATHER RESISTIVE 6" METAL STUD, SPACING PER 31 BARRIER STRUCTURAL 3P-7" 3'- 'I'l 31-1" S-71# 3'-7" -ill 3'- 1 3'-7" PROVIDE AIRTIGHT SEALANT AT STOREFRONT TO 4- METAL FACED, SELF -ADHERED MEMBRANE, TYP. In 4 A2.51 3 WRAP METAL FACED SELF -ADHERED MEMBRANE FULL PERIMETER OF OPENING, TYPICAL __ STOREFRONT PER SCHEDULE ALIGN FACE OF FRAME WITH FACE OF SHEATHING 6" X 4" X 1/ 16" T.S. TYPICAL rf-.,j ly 7—G D INSECT SCREENING AT TOP TGL TGL I IAND BOTTOM OF FURRING FLEXIBLE FLASHING j BACKER ROD AND SEALANT GRID)D 1/2" u— - TGL TGL TGL TGL TGL TGL TGL TGL TGL — — — — — 77(E) THRESHOLD BELOW c*4 PREFINISHED SHEET METAL 7 8" WIDE FLASHING GASH STEEL COLUMN BACKER ROD AND SEALANT FLEXIBLE ASHING PREFINISHED SHEET METAL CLOSURE SET IN CONTINUOUS SEALANT RECESS GWB INTO FRAME FRAME PER SCHEDULE SEALANT 1 SOLID GROUT DOOR PER SCHEDULE WALL /'-'\SSEMBL%Tf J"N A ""ff_"hEFRrNNT A ru'*&u'e% RH Ib_% a "' &FURRED A oTOREFRONT ELEVATION t-0 TYL ICA T M B j TY P I A L ON R% E A& JAM SCALE: 1-1/2" = 1p-O;p �4 SCALE: 1/4" - 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 2 s 2 cn uj.le C-4 cq = po CAI to rn cli 90, 5664 REGISTERS D ,KRC CT DO S P. 13ERST STATE OF WASHINGTON 0 Q z uj M U) U) (1) c) LIJ z LL Z 0 z O 0 < CM0 LLJ z 0 z LLI ry Ljj 1-- < Lu 0 of w .) c:) u) < 0 w 2 LIJ CE cL LU REVISIM DATE 05.20.2014 B= NO. 13349 CAW ME SHEET ME DOOR SCHEDULE & MISCELLANEOUS DETAILS RA IN 0 COPYRIGHT 2014 - SCRA, INC. ALL RIGHTS RESERVED rn wla PERMIT SET EAST BREMERTON PLAZA LLC FITNESS EVOLUTION SHELL AND CORE ARCHITECTURAL ABBREVIATIONS AC ACCESSIBLE MAIL MATERIAL ACT ACOUSTICAL MAX MAXIMUM CEILING TILE MANUF MANUFACTURER ADD ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH FLOOR MIN MINIMUM (MIN) MINUTES ALUM ALUMINUM MISC MISCELLANEOUS APR APPLICATION MID MOUNTED ROD BUILDING CENTERLINE MIL METAL N/A NOT APPLICABLE CUR CLEAR NIC NOT IN CONTRACT GONG CONCRETE NTS NOT TO SCALE CONT CONTINUOUS CIA DIAMETER N0. NUMBER IN) NEW DIM DIMENSION OC ON CENTER DN DOWN PT PAINT OIL DETAIL PLWD PLYWOOD ELEG ELECTRICAL PP PUSH PLATE ELEV ELEVATION EO EDUAL RED REQUIRED RD ROUGH OPENING (E) EXISTING SIM SIMILAR EC FIRE SF SQUARE FOOTAGE FEC EXTINGUISHER ENS SHEET METAL CABINET FCC FACE OF SCREW SOD SLAB ON GRADE CONCRETE STRUCT STRUCTURAL FEN FACTORY FINISH TEND TO BE DETERMINED FF FINISH FLOOR TGL TEMPERED GLASS FEE FINISH FLOOR TOG TOP OF ELEVATION GALV GALVANIZE' CONCRETE TYR TYPICAL GA GAUGE U, UNDERWRITERS GWB GYPSUM WALL LABORATORY BOARD ONO UNLESS NOTED HM HOLLOW METAL OTHERWISE HE HOUR VIF VERIFY IN FIELD INFO INFORMATION ID WOOD INT INTERIOR WP WALL PROTECTION ARCHITECTURAL SYMBOLS LEGEND GRID BUBBLE TO N INTERIOR ELEVATION SYMBOL a 4 A3,OX o N DETAIL CALLOUT SYMBOL %x Ax xx PARTITION TYPE 2A REUTE FRAME TYPE RI KEY NOTES xx O PLAN ORIENTATION PLM lom "BMW ro PROJECT DESCRIPTION PROJECT ADDRESS: 4310 WHEATON WAY BREMERTON, WA 98310 DESCRIPTION OF WORK: LANDLORD PERFORM FOLLOWNG WORKS FOR NEW TENANT. NEW TENANT WILL SUBMIT SEPARATE TENANT IMPROVEMENT APPLICATION. DEMOLISH EXISTING INTERIOR WALLS, SOFFITS AND CEILINGS. BUILD A NEW DEMISING WALL AND NEW ELECTRICAL ROOM. 4310 WHEATON WAY BREMERTON, WA OWNER EAST AN MERTON PLAZA LLC 3020 96TH STREET 5. LANEWOOD, WA 98499 TEL 253.588.9100 EMAIL'. CARLZ MERITNWCOM CONTACT'. CARL ZARELLI ARCHITECT BONA 2106 PACIFIC AVENUE, SUITE 300 TACOMA WA 911402 TEL: 253.627.4367 EMAIL: JRYDMANMCRADESIGN. COM CONTACT: JOE RYOMAN - PROJECT MANAGER BUILDING CODE SUMMARY IBC 2012'. OCCUPANCY: B TYPE OF CONSTRUCTION: TYPE VB NUMBER OF STORIES. I BUILDING HEIGHT: EXISTING AREA AFFECTED BY WORK'. 23,ODO SF FIRE PROTECTION: AUTOMATIC SPRINKLER SYSTEM - EXISTING FIRE ALARMS - UNDER TENANT IMPROVEMENT SCOPE )\6 PEGISLEP[p ( ) AR Cr ) J OOUGUS P OBCRST sTATL of Wi6HINGTDN W x O U 0 z Q J J ELI (n U) yw ¢ry Z 7aLL .O O o W2 Q o _T t/17/14 CITY COMMENTS COVER SHEET BCRA G1.01 June 12, 2014 Distribution: East Bremerton Plaza LLC 3020 S 96t' Street Lakewood, WA carlZ@meritnw.com Dear Mr. Zarelli, Department of Community Development 345 61h Street, Suite 600 Bremerton, WA 98337-1873 Telephone: 360-4 73-5289 Fax: 360-473-5278 Garreft.Jackson@ci.bremerton.wa.us The Department of Community Development is in receipt of the Commercial Building Permit Application (131314 00327) submitted for a demising wall, located at 4310 Wheaton Way. Additional action is required before further processing the application. Removal of Nonconforming Signs: The site currently contains three nonconforming pole signs (image) along Wheaton Way which are subject to removal. Pursuant to BMC 20.52.180(c)(2), should a business or site with a nonconforming sign undergo remodel or site improvements in excess of $50,000 the sign shall lose its nonconforming status and be removed or brought into conformity with the provisions of the Bremerton Municipal Code. As the valuation for the installation of the proposed demising wall is listed at $125,000, this project has surpassed the established $50,000 improvement threshold. To ensure Code compliance, the following must be submitted: i. Site Plan: Prior to issuance of the Commercial Building Permit, a site plan must be submitted which clearly establishes that the three nonconforming signs will be removed. ii. Final Inspection: The final Building Permit inspection shall not be performed by the City until all nonconforming signs have been removed from the site. The permit shall be conditioned as such. The application shall be placed on hold until the above mentioned materials are received. Pursuant to BMC 20.02, if the requested materials are not received within 90 days (September 10s', 2014) the permit shall lapse without further notice. If you should have any questions, please feel free to contact me at (360) 473-5289. City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 ASSESSOR NUMBER: 012401-2-182-2002 ZONING: WRSAP Name Phone APPLICANT: EAST BREMERTON PLAZA LLC 253-588-9100 OWNER: EAST BREMERTON PLAZA LLC CONTRACTOR: MERIT CONSTRUCTION NW LENDER: SUBMITTED: 05/22/2014 VALUATION: $125,000.00 Building Permit $1,202.00 State Surcharge $4.50 Plan Review Fee $781.30 TOTAL FEES: $1,987.80 253-588-9100 253-588-9100 APPROVED: 07/07/2014 PERMIT NUMBER: BB14 00327 DATE ISSUED: 07/08/2014 SITE ADDRESS: 4310 WHEATON WAY Address Access Code 3020 S 96TH ST DMS8W-DCZZJ LAKEWOOD WA 3020 S 96TH ST DMS8W-DCZZJ LAKEWOOD WA 3020 S 96TH ST 7E1HL-LPAWF LAKEWOOD, WA 98499 i �XPION: 01/04/2015 STATUS: ISSUED yA Commercial Building Permit iv/ Meehan EAST BREMERTON PLAN LLC EAST BREMERTON PLAZA LLC - BUILD DEMISING WALL FOR FUTURE TENANT Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: ////: (F/L/RT/R/O) Inspection Requests: FIRE: Fire Inspections (360) 473-5386 DCD: Building Inspections: (360) 473-5870 HEALTH: Kitsap County Health District (360) 337-5285 L&I: Department of Labor and Industries (360) 415-4000 PW&U: Public Works - Engineering (360) 473-5270 This permit shall become null and void if the described work authorized by this permit has not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned at any time after the work is commenced for a period of 180 days. It is the responsibility of the permit holder to see that the required inspections are made. Failure to obtain required inspections may result in stoppage of the work until such time that the permit holder can substantiate to the City of Bremerton that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be home directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or local law regulating construction or the performance of the construction. Misting the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter, 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. 1 n SIGNATURE OF OWNER OR AGE T: t PRINTED NAME: ` DATE: '' 7 / C) // i CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. Printed by: Wolf, Valaric on: 07/08/2014 01:16 PM Page I of 3 City of Bremerton PERMIT NUMBER: BB14 00327 Department of Community Development DATE ISSUED: 07/08/2014 345 - 6th Street, Ste. 600, Bremerton WA 98337 SITE ADDRESS: 4310 WHEATON WAY (360) 473-5275 Fax: (360) 473-5278 1. (DCD-50) Final Inspection Required: All building permits shall have a final inspection performed and approved by the City of Bremerton Department of Community Development prior to permit expiration. The failure to request a final inspection or failure to obtain final approval prior to expiration may require a reactivation fee, or a new permit application if more than a year has passed with no activity. 2. (DCD-01) ASBESTOS AND LEAD -BASED PAINT: ASBESTOS: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos -containing materials in the work area or structure. The asbestos survey must be conducted by and EPA -certified (AHERA) building inspector (except renovation or owner -occupied single family residences).For more information, please contact Clean Air Agency through their web site at www.pscleanair.org or by phone at 800-552-3565 or 206-343-8800. The L&I web site can be found at www.lni.wa.gov/TradesLicensing/LicensingReq/Asbestos/default.asp. LEAD -BASED PAINT: A contractor or person receiving compensation who is performing renovation, repairs or painting on a residential building or a child -occupied facility built before 1978, must be trained and certified by an accredited training provider, and registered as a Renovator by the Washington State Department of Commerce- Lead -Based Paint Program. For further information please contact: The Department of Commerce website at: www.commerce.wa.gov/lead, or call: (360) 586-LEAD (5323). CONTRACTOR: A contractor?s registration issued by Washington State Dept. of Labor & Industries is required for anyone who contracts or submits bids for construction work, including new construction, alterations, repairs, or anyone who consults or superintends, improves, demolishes, develops residential property for sale, or ?flips? houses. Contact L & I at (360)415- 4000 for information. �v 3. (DCD-02) DCD: Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Washington State Building code or of any other ordinance of the City of Bremerton. Permits presuming to give authority to violate or cancel the provisions of the Washington State Building code or other ordinances of the City of Bremerton shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of the Washington State Building code or of any other ordinances of the City of Bremerton. C" 4. (DCD-47) DCD: Reinspection Fee: All approved plans, the printed building permit, and the permit inspection placard, are required to be on -site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re - inspection fee will be charged and must be collected by the Department of Community Development prior to any further inspections being performed or approvals granted. 5. (DCD-14) DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions shall remain on site and be available for inspection. Any changes to plans shall be approved before construction is performed. Architect or engineer of record shall approve the change before submitting a revision. A revision is subject to a revision fee and additional fees for plan review and inspections. 6. (DCD-08) Plumbing work shall be performed by a Level 01 Journeyman Plumber licensed in the state of Washington. Residential plumbing work maybe performed by a Level 01 or :Level 02 Journeyman Plumber licensed in the state of Washington. Single family residential plumbing work may be performed by the owner. 7. (DCD-10) A separate electrical permit issued through Labor & Industries (L&I) is required for any new, modified, repair, replacement, �s service, maintenance, or temporary installations. Electrical work is inspected by L&I prior to cover and the framing inspection. Contact L&I at 360-415-4000 or www.Ini.wa.gov. (RCW 19.28) v 8. (DCD-58) To satisfy public records retention requirements and public disclosure requests, a set of as -built plans in electronic format shall be submitted to the Building Dept. before the final building inspection is scheduled. The format may be in .pdf (preferred), Jpg, or .tif electronic files and submitted on CD, flash drive or other acceptable method as determined by the information technology specialist. As -built plans include the civil drawings, site plan, floor plans, construction and structural drawings, and facility systems. 9. (DCD-51) Certificate of Occupancy: A Certificate of Occupancy must be issued for the building prior to use and occupancy. Please call (360) 473-5870 to schedule the required final building inspection after the final Development Engineering, Public Works, Planning Department, Health District and L&I Electrical inspections have been performed and approved. OCCUPANCY ? Certificate of Occupancy inspections by Building and Fire Departments after the occupancy is stocked and stored and before opening to the public may be requested by email at Michael.Six@ci.bremerton.wa.us or (360)473-5870.� 10. (DCD-91) Call before you dig: Calling 811, two business days before you begin digging, will alert utilities to come out and mark t� THEIR buried lines from the street to your house For FREE! Printed by: Wolf, Valarie on: 07/08/2014 01:16 PM Page 2 of 3 City of Bremerton Department of Community Development 345 - 6th Street, Ste. 600, Bremerton WA 98337 (360) 473-5275 Fax: (360) 473-5278 PERMIT NUMBER: BB14 00327 DATE ISSUED: 07/08/2014 SITE ADDRESS: 4310 WHEATON WAY 11. (FIRE-01) Life Safety and Fire Protection systems shall comply with: Intemational Fire Code (IFC) with Appendix Intemational Building Code (IBC) National Fire Protection Association (NFPA) Bremerton Municipal Code (BMC) Bremerton Roadway Standards Bremerton Municipal Utilities Copies of ordinances can be found on the cities website at www.ci.bremerton.wa.us. To contact the Bremerton Fire Marshal's office; Mike Six at Michael.Six@ci.bremerton.wa.us or (360) 473-5386 All questions, to be binding, must be followed with an email re -stating the question and must include either digital photos and/or drawings to show both existing conditions and proposed changes/alterations. The inspection retains the right to make requirements not addressed during plan review. In many cases the plan reviewer is not given adequate information to address all issues. The onsite inspection allows for a true representation of the project. All projects require a visible address during and after construction. Final fire inspection will not be signed off without a valid and usable address. Please contact the Public Works Department for address if need be, (360) 473-5337. All projects are required to have fire extinguishers unless exempt by the installation of a fire sprinkler system with quick response heads. All violations of the code and referenced documents is a $125 fine per violation. Deviating from the approved plans is a violation of the Fire/Building code. Any revisions need to be approved by the Fire Marshal. 12. (Custom) Development must comply with Title 20 in the BMC, this includes but is not limited to: off-street parking, landscaping, signage, and nonconformities. No structures shall be placed within the setbacks and all development not shown on the approved plans must be submitted for review and approval prior to construction. 13. (CROSS-01) A cross -connection (source of potential contamination to domestic water supply) inspection is required prior to final inspection. � 2 14. (Custom) Pursuant to BMC 20.52.180(c)(2) the three nonconforming signs identified on the BCRA site plan, received 6/18/2014, shall be removed from the site before a final building inspection shall be performed. MINIMUM INSPECTIONS REQUIRED To request an inspection, please call (360) 473-5870 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. To register for on-line inspection access, visit the City's website at www.ci.bremerton.wa.us. Inspection Description PLUMBING - ROUGH Plumbing Rough -In ELECTRICAL COVER L&I - Electrical Cover Inspection Before Framing (State of Washington) INSULATION - WALL Insulation - Wall FINAL - BUILDING Final Inspection - Building ELECTRICAL FINAL L&I - Electrical Final Inspection FRAMING Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) SHEETROCK Sheetrock Nailing PW&U - ELECTRONICS PW - Street Lighting Qty Fixture Type FIXTURE LIST Qty Fixture Type Printed by: Wolf, Valarie on: 07/08/2014 01:16 PM Page 3 of 3 BUILDING PERMIT INSPECTION CARD PROTECT THIS CARD FROM THE WEATHER Building Plumbing 4310 WHEATON WAY EAST BREMERTON PLAZA LLC - BUILD DEMISING WALL FOR FUTURE TENANT Mechanical Alarm/Sprinkler This Placard must be posted on or near building and the Permit &"Approved" plans must be at the site. Permit # BB14 00327 Call the following Agency Telephone Numbers for inspections: Building Department Inspections: (360) 473-5870 Water - Public Works: (360) 473-5927 PW - Public Works - Engineering: (360) 473-5270 Kitsap Public Health: (360) 337-5235 Fire - Fire Department: (360) 473-5386 L&I - Dept. of Labor and Industry: (360) 415-4000 POST ON SITE - Property lines shall be properly identified and marked before foundation footing inspection. Setbacks are measured to the finished wall structure. - Reinspection fee may be assessed if inspection has been requested when not ready or corrections are not completed. - Permit, approved plans, engineering, and inspection card shall be on site during construction or Reinspection Fee may be assessed. Inspection APP DATE Notes Plumbing Rough -in L&1 - Electrical Cover Inspection Before Framing (State of Washington) ' Framing Inspection (Mechanical & Plumb Rough -In, Elect Cover Completed) �i)r�wYy- Wes^ Q �zr6 Insulation - Wall Sheetrock Nailing 7&1 - Electrical Final Inspection PT PW - Street Lighting Final Inspection - Building FINAL BUILDING (360) 473-5870 All of the above must be approved. Approved Final Inspection grants occupancy for single-family residence only. Commercial structures require separate Certificate of Occupancy. DO NOT OCCUPY BUILDING WI' HMI BUILL)INU VEVAKitvtl IN I ArrKvvAj, Page I of I RMIT CENTER COMMERCIAL Building Permit Application Departmen it it` Q iimf j 345 - 6th Street Suite 600 " Bremerton WA 98337-1873 (360) 473-5275 * Fax (360) 473-5278 * www.ci.bremerton.wa.us Business Name: East Bremerton Plaza LLC Site Address: 4310 Wheaton Way Bremerton WA To apply for property address, contact Public Works at (360) 473-5270 CONTRACTOR: Merit Constuction NW OWNER: East Bremerton Plaza LLC Address:3020 96th street Address:3020 96th st City, State, Zi :lakewood : City, State, Zi :Lakwood Wa License # & Exp. Date:MCNORNL925C8 2/28/16 Phone #: 253 588-9100 Contact Name:carl zarelli Authorized Agent Name:carl zarelli Contact Phone #: 253 588 9100 Address:same Email address:cariz@meritnw.com City, State, Zi :same Tax ID/Parcel #:012401-2-182-2002 Phone #: ( )same QSewer ❑ Septic Email address:cadz@meritnw.com ❑ NEW COMMERCIAL ❑✓ TENANT IMPROVEMENT WITH WORK ❑ COMMERCIAL REMODEL ❑ TENANT IMPROVEMENT WITHOUT WORK ❑ COMMERCIAL ADDITION ❑ NEW SIGN ❑ COMMERCIAL REPAIR ❑ GRADING (Cubic Yards: ) ❑ NEW MULTI -FAMILY ❑ REROOF ❑ DEMOLITION M Interior ❑ Exterior** ❑ Foundation Wall** ❑ Roof / Section— ** Separate demolition permit and fees required. Contact Public Works for sewer cap permit (473-5270). Sewer must be capped prior to demolition permit issuance. ❑OTHER: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? ❑ YES ❑✓ NO Scope of work proposed: to be performed under se Demo small amount of soffitts and build demising wall for future tenant work Square Footage: Wilding: 23000 Construction Type: type VB Valuation Plan Review Fee Permit Fee Surcharge Total Fees Application for which no perr tt� s issued within 1801days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to tie applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant, showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after e)(piratign,,the-applicant shall resubmit plans and pay a new plan review fee. E` Date Rev. July 2008 Bremerton Fire Departmeatt Fire Marshal's Office li= F Construction Assistance Bulletin Operations checklist Project Address: D Primary Contact - `<'= Emall L4"e—/ 6�7 F Below is a checklist of activities which this occupancy will be performing during day to day operations, not during construction. Please check all that apply. Also, please provide a copy (in both PDF and DWF/DWG format) of ALL drawings and specifications for this project. Please check all that apply: Aviation Battery Back Card swipe system Compressed Gases up Cooking Corrosives Cryogenics Emergency Generator Fireworks Flammable Flammable/Combustible Forklifts Material Liquids Gates Hot -work Lar e Ovens LPG Lumberlwood Motor vehicle Painting/powder coating Racks (12' or more in products repair height) Refrigeration Storage >6' Tire Storage Dust products will be S stem high produced Place a check next to any item that will be added/removed or otherwise modified DURING CONSTRUCTION ONLY... Electrical Plumbing Fire Alarm Fire Sprinkler 1-3 Hood System Walls HVAC Storm/Septic Buildin2 Access Site changes Windows Stairs Elevator Doors Building security ALL NEW CONSTRUCTION Rome not 14- ig C vij Va-, T C E NT E c2ly OF R D�Lt of Cmmuni evelomex.11*345 — 6h Streei, Suite 600*Bremerton*VVA*98337-1873 L-V D -- I F1 Mechanical M Plumbing I Type of Fuel: F1 Electric 11 Gas El oil 0 Propane Occupancy: El -Residential O-Commercial Site Address: CONTRACTOR: OWNTER: Address: Add- ess: City, Stue, Zip: city, State, Zip: License Phone # Contact Phone #: Tax ID/ -Parcel NO. TYPE OF EQUTMENT NO. YPE OF FDC TURE AIR HANDLINTGUNIT >10,000CFM ATMOSPHERIC VACUUM BRKR 1-5 AIR HANDLING UNIT <1 0,000 CFTC ATMOSPHERIC VACUUM BRKR >5 BATH FANT AND/OR DMAUST FAN BACKFLOW DEVICE <=2" CLASS I HOOD & DUCT SYSTEM BACKFLOW DEVICE> 2" CLASS 2 HOOD & DUCT SYS UM BUILDING SEWER CLOTHES DRYER W/ EXHAUST CLOTHES WASHER COMMERCIAL FURNACE/DUCT COhUVIERCIAL FLOOR DRAIN COMM. FURNACE> 100,MD BTTUS DISHWASIMR COMPRESSORS DRAIN PJPE/-VENT PIPE ALTERATION COOK STOVE W/ EXHAUST DRINKING FOUNTAW DUCT CHANGE W/O NEW -FMqACE FLOOR DRAIN ELECTRIC FURNACE/H-FAT PUW FLOOR SINKANDUMECT WASTE EVAPORATIVE COOLER GREASEURTERCEPTOR FIREPLACE -GAS OR GAS LOG 11,TSERT HOSE BIBBS FIREPLACE -WOOD, OR WOODSTOVE INDUSTRIAL SAND/OIL INTERCEPTOR GAS WATER HEATER & VENT LAWN SPRINKLER W/ BACY-FLOW DEV.— GAS PIPING ROOF DRARV AffSCELLANTOUS MECHANICAL SFIAWOO SINK W/ BACKF LOW DEVICE NAMPRAL GAS rURNACE/DUCTING SINK (AV, KITC=- 4, MOP ORBRR) PROPANE FIJRIZA.CF-/D7[JCT]Ncj SU-W PUNT PROPANE TAWK (<2000 GAL LOFTS' TUB ANDIOR SHOVrTR UNIT UNTIT HEATER I T WATER CLOSET AND/0RURINAS, OTHER: On -MR OTBER- OTHER: MECHANICAL FEES: E: FLUNOWG FEES. I TOTAL FEES: v AppRearit's Signature Date South side Rear of building Rear from S.E. corner Jeannie Vaughn From: ]oseohRvdnnan <]Rvdman@nzom> Sent: Wednesday, July 02,ZU144:48PM To: Jeannie Vaughn Cc: [adZaneUi Subject: East Bremerton Plaza - Fitness Shell and Core Attachments: G/\File NoVVPlO72.pdf See attached GAfile number for the wall separating occupancies. From our discussion, | understand that a1hour rated door will berequired aswell. I wasn't able to tell for sure if this building is separated from the other building with the as'bui|tsthat |have. Please let me know if you have any other questions for me. lQGe[3h Ryd0O0O,LssoGREEN ASSOCIATE (zS3)6z7,43GrMain (zsa) 31.4,0224oirect Check out our staffs favorite projects frDm2013/ COwpoDsmTWAFywOTuCs�This P-maUneysoge,/ndud/nganyattachments,ufovtheanleuseofthe|ntendedrecpiennndmayconta/n confidential, proprietaryf and/or privileged information, as well as content si..ib.iect to copyright and other intellectual Property Ifvnvm,e, not the Intended recipient, you may not disclose, use, copy, or distribute this e-mail message or its attachments, If you believe you have.. received d`ise-maU message in error., please contact. the sender ur reply e-mail., immediately delete. this e-mail and destroy any copies. w D LLJ O� A W L Ci 4- O Cl) L OQ O tLS (j) 70 (V cB (1) = � i1 Cf) O -0 m ca ca U) 0 w a r _0 M Q N ~ m W (n O vi N N > fn o ci L O Q Ca. o >, d. Q 03 m 0 U O C .! a p mU)" O -- 0 M 3 Co�m c� E � IL Uz C7 cl "— O O N COJ >+ CV � tB O N Q M N ], U U 'p U �-' a)G v Q? O u� 0 - � y= L co a) 0O cn cc -E � � L A— `W` W Co ! C W 0 r- rn H rn o ao 0 u> M cv o cis °� ~ 'S � o �.t' ,- z ~� coC)U m(n UNUq Cl (1) _1 tcocn-0Z)coDZ .:j co fn v � a� F' Y C)CL � f Q tL: C!) All w w /W V -r- m a) CB _© rn L O t6 3.70 3. 70 0) _ fV M U Cn T cr) C6 CL Ov 0' a) 0 O a) N Vi E U) a) Q a) cly a) C= -0 to 'ro o L C6 LW (n > Fn E U 2 Co 0) L O p Q >. d. O b)N a) a m L U O cn a O C O _ O O Ct5 3 — u) m co a- Z i' to � M U cl4- U a? >,ON a) T- ca O Q x = 70 a)= Co N 0co L co ^� W co > ^ 0 rr= a) H 66 rn a r 4 O co Ci Cf3 �� OJ 0)CQ r'Y{��t _ 00 .� ?: 3: co 0 C) � (n NVU fl.a��t!).rV7-1ry �tcocnODcc) DZ Z (D a> o U1 H < U- \ 2 $ = m] 0 / e % f of aG/ /\ Lc) \\ \ / f » \LO00 /� - �=2\�G� \&$�/geg\ \co 0Dcoez k w z E / co a) _ 2 ± \ ƒ/ \ &® Co @ o \k � §/� z 'a co 7 & ƒ� C) � toƒ / � »�2 c J § Cam(\ !\E7 \§®2 i a.—s\A\\ @ -1 0 \ �§\\&\ � § /q CD ] )- 7 E%ƒ�j3 CL CO CD % .$ A k e2 /[ x$= 2\ 0-1 w� /{7j Jak&j LL m$j fE f »» ;- ,;«2- / \� F1 Validity. of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval A Certificate of Occupancy is required of, any violation of the provisions of the international Codes or any other ordinance of the City of Bremerlon. before the businegs May Open to the Permits presurninq to give authority to Violate or cancel public. The Certificate of Occupancy is afte all inspectons have beep iSsued the provisions of the International Codes and or nces of the city of Bremerton shall (IBC 105 & lRC 105-4) not be valid. approved by all deparinients. �e din w . . . . . . . . . . NO CHANGES MU%,qT BEAPPROVED fitn e", SS1. nade eas PRIOR TO PERFORV81NG WORK N11-11ST CONIPLY WITH TENANT IMPROVEMENT ALLWASHINGTON STATE CODES 2 U W A Whr..dton Way, Brt:111lerton, A 983 10 INDEX PROJECT k03%ENERAL NOTES PROJECT DATA PROJECO%T DIrRECTO"RY LANDLORD NOTES DRAW I'k 'G I SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER CONSTRUCTION TYPE EXISTING CONSTRUCTION TYPE: 1 ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWO K DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND TYPE VB SPRINKLERED TENANT: FITNESS EVOLUTION M ARCHITECTURAL PLUMBING. 2144 INDUSTRIAL PARKWAY NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO T1.0 GENERAL INFORMATION 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. OCCUPANCY GROUP PRIMARY OCCUPANCY: A2-GYM SILVER SPRING, MD 20904 INSTALLATION. T2.0 ACCESSIBILITY DETAILS 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: ZONING: DCC--District Ctr Core (571) 299-2057 2. ALL CABLING AND WIRES TO BE CONCEALED, AUDIO WILL NOT BE PERMITTED. T3.0 SITE PLAN A. TO COLUMN CENTER LINE 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE ED T4.0 ENTIRE BUILDING CODE SUMMARY B. TO FINISH FACE OF CMU OR GWB. APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE DETAIL /UV BONDING T5.0 WALL DETAILS 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 2012 INTERNATIONAL MECHANICAL CODES I P T I "N 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFAC 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING LEGAL DESCm U MOUNTED TO COUNTER DURING FABRICATION, I I A1.0 CONSTRUCTION PLAN CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY 2012 UNIFORM PLUMBING CODES 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX -RUBBER WATERPROOFING MATERIAL UNDER A2.0 DIMENSION PLAN ARCHITECT OF UNEXPECTED CONDITIONS. 2012 NATIONAL ELECTRIC CODE Parcel #012401-2-182-2002 THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE A2.1 ENLARGED PLAN 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, CHAFER 11 IBC AND OTHER INTERNATIONAL TO MIN. HT. OF 12"AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE A3.0 REFLECTED CEILING PLAN UNLESS NOTED OTHERWISE. BUILDING CODE REQUIREMENTS FOR BARRIER- 01241 E RETAIL SPACE. A4.0 FLOOR FINISH PLAN 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD PARCEL 1: N 825FT OF W1/2 NW114 NW1/4 CNVYD BY VOL 902/213 EXC 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND A5.0 INTERIOR ELEVATIONS TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR FREE DESIGN INCLUDING ICC/ANSI Al 17.1 - 2009 RIDS TGW LIND 1/2 INT IN S 30 FT OF N 855.83FT OF SD WI/2 EXC WILY INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL A5.1 INTERIOR ELEVATIONS COLUMNS INDICATED. 2012 WASHINGTON ENERGY CODE 6FT TO CITY OF BREMERTON PER AUD NO 1155802 EXC FDT, BAT NW CONNECTIONS TO THE UTILITY SERVICES PROVIDED. A5.2 INTERIOR ELEVATIONS 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON 2012 NATIONAL FIRE CODE WITH COR SEC I TH ALG N LN SD SEC S88*43'59E 36.04FT TH S03*51'40W PLT 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2". TENANTS WITH HIGH A5.3 INTERIOR ELEVATIONS W LN SD SEC 41.50FT TO PC OF CRV ON E R/W LN OF WHEATON WAY WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB -METER. TENANTS SHALL A5.4 INTERIOR ELEVATIONS METAL STUDS OR FURRING CHANNELS UNLESS NOTED WASHINGTON STATE AMENDMENTS TH CONT ALG SD E R/W LN OF WHEATON WAY S03*51-40W 609.16FT TO PROVIDE AND INSTALL A REDUCED PRESSURE BACKIFLOW PREVENTER ON THEIR WATER SERVICE. OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR AE.5 HC TOILET ELEVATIONS LOCATION OF WATER RESISTANT GWB. ALL LOCAL ORDINANCES HAVING JURISDICTION TPOB TH LEAV SD E LN OF WHEATON WAY S86*08'20E 570FT TH WATER PIPING SHALL BE TYPE V HARD COPPER TUBE ABOVE GRADE AND TYPE,K, SOFT COPPER 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, S03*51'40W 149. 35FT TO S LN OF N 825FT OF W1 /2 NWI A NW1 A TH ALG TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. A6.0 COLOR AND DECOR PLAN WAREWASH AND WET AREAS. PROJECT INFORMATION: SID S LN N88*43'59W 570.59 FT TO E R/W LN OF WHEATON WAY TH ALG 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN A6.1 FINISH SCHEDULE SID E LN NO3*51'40E 175.18FT TO TPOB >> PARCEL II: BAT NVV COR SEC 1 A6.2 FINISH SCHEDULE 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS OCCUPANCY CHANGE: CHANGE IN OCCUPANCY WITH A TH ALG N LN SD SEC S88* 43-59E 36.04FT TH S03*51'40W PLT W LN SD EARTHQUAKE VALVE. NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. CHANGE IN OCCUPANCY SEC 41.50FT TO PC OF CRV ON E RIW LN WHEATON WAY TH CONT ALG 9. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. SIR ION SD E R/W LN OF WHEATON WAY S03*51-40W 488 VOLT, THREE-PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN APPLICABLE JURISDICTION. EXISTING / NEW BUILDING: EXISTING TENANT SPACE - "M" ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 13. PROVIDE ONE TYPE 5E-2A-10BC FIRE EXTINGUISHER PER 3, 0 USE GROUP / GROUPS: "AT' - GYM 110. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. TYPE OFCONS ?�_JUCTIRN: V-B 14. THERE SHALL BE NO BACK-TO-BACK ELECTRICAL, TELEPHO L PROJECT HEIGHT:EXISTNQ - OR OTHER OUTLETS. SEPARATE OUTLETS BY 6;'AT NONRATED, TOTAL PROJECT AREA: 'E-XtSTING TENANT SPACE - 22,945 SF PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED TOTAL BUILDING HEIGHIF� EXISTING ONE STORY S"ITE MAP PARTITIONS. VICURN"ITY MAP OWN' E R 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND OCCUPANT LOAD; FITNESS AREAS: 22,516 SF 50 450.32 OCCUPANTS PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO "UNER: EAST BREMERTON PLAZA LLC OFFICE AND LOBBY AREAS (100 GROSS): PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH 429 SF 100 4,29 OCCUPANTS `X oii a 3020 S 96TH ST RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE TOTAL-OCCUPANTLOAD 454.61 - 455 OCCUPANTS AND/OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE LAKEWOOD, WA 89499 FIRE STOP MATERIAL. C 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR AUTOMATIC F,--' FIRINKLER SYSTEM PROVIDED: YES (EXISTING) TO BE MODIFIED GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS BASED ON NEW CONSTRUCTION 'u, " �41 SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL FIRE ALARM SYSTEM PROVIDED: YES (EXISTING) TO BE MODIFIED PROJECT f. PRIOR TO INSTALLATION. BASED ON NEW CONSTRUCTION A TE "UBMITTALS S E PARA LOCkTION 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS EGRESS REQUIREMENTS: LISTED, UNO. EBC 2009 SECTION 705 'FES,_ :EBC 2009 SECTION 705 (SECTION 705.2 EXCEPTION 2.) MEANS OF EGRESS COMPLIANT UNDER THE j FiRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. PREVIOUS CODE WHICH THE EXISTING BUILDING WAS CONSTRUCTED WILL Be CONSIDERED COMPLIANT 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE UNLESS IN THE OPINION OF THE CODE OFFICIAL THEY CONSTITUTE A DISTINCT HAZARD TO LIFE ICAL AND MECHANICAL UNDER SEPARATE SUBMITTAL. ELECTR Oki,] AF4 2 CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL # OF EXITS REQUIRED: 3 GOVERNING ORDINANCES AND LANDLORD CRITERIA. 4 # OF EXITS PROVIDED: CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 250 FEET MAX. ALLOWED EXIT ACCESS TRAVEL DIST.: SCOPE OF WORK 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE MAX. PROPOSED EXIT ACCESS TRAVEL DIST.: 105 FEET FULLY RECESSED WITH WHITE CAPS, ACCESSIBLE EGRESS REQUIREMENTS: 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER §6 'F t"'o BUILDING: RATING CRITERIA. A MINIMUM OF 1 ACCESSIBLE EXITS ARE PROVIDED WITH AN ACCESSIBLE PATH 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD MINIMUM PLUMBING FIXTURE REQUIREMENTS: F THE WORK INCLUDES, BUT NOT LIMITED TO TENANT IMPROV EMENTS WOMEN:S 4 CRITERIA AND LOCAL CODES AS REQUIRED. FIXTURE REQUIRED PROVIDED REQUIRED PROVIDED MEN:S OMEN:S = 4 Q FOR A GYM AND RELATED SERVICES, WORK INCLUDES -4 �4v, R 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK WATER CLOSETS: W MEN:S = 3 n OMENS=2 WOMEN S 5 MEN S = 3 MEWS 4 _R f. j. LAVATORIES: W 01 NON-STRUCTURAL WALLS, FINISHES. A IS TO BE SUBMITTED UNDER SEPARATE PERMITS. ACCESSIBLE STALLS: NEW ACCESSIBLE STALLS WILL BE PROVIDED WITH THE NEW CONSTRUCTION S: 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND ON SITE: A VMS. DRINKING FOUNTAINS: I HIGH LOWS WILL BE PROVIDED CASEWORK, SERVICE SINKS: 2 SERVICE SINKS WILL BE PROVIDED BATHTUBS i SHOWERS: NEW SHOWERS WILL BE PROVIDED NO WORK T FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINESRu"Fil T E C T U R% A L A B R E V I ARU""'HITECTURAL %%r*5%YM13OL%4:) ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL SYMBUe""Lo" NORTH ARROW ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL DETAILDETAIL IDENTIFICATION PROJECT NORTH ITEM S.1.0 MATERIALS A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L. F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T&B TOP AND BOTTOM CUT LINE - DEFINES THE ARROW REVISION CLOUD OR N.I.C. ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE DETAILED ELEMENT AND DELTA L__ ___j GYPSUM BOARD ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS 3 2 APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL A8.01 TRUE NORTH CONCRETE BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY SHEET WHERE INDICATOR ITEM S.O.I.0 B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE DRAWN DOOR MARK 50'-0" A.F.F. WORK, CONTROL OR S.I.C. EARTH BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE OR DATUM POINT BLK. BLOCK FDN. FOUNDATION MECH, MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE WALL SECTION DOOR CODE - GRAVEL BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L ROOF LEADER VERT. VERTICAL DETAIL IDENTIFICATION REFER TO BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD 04-SCHEDULE SLOPE DIRECTION CMU OR BRICK BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH CUT LINE -DEFINES THE SLOPE DOWN WITH DATUM MARK NEW CONSTRUCTION SHOWN SOLID UU BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/o WITHOUT 2 .., CUT ELEMENT WINDOW, RELITE OR 1/8" PER FOOT PLYWOOD CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH misc. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW SHEET WHERE DRAWN 01 LOUVER MARK RIGID INSULATION C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD -WINDOW SPRINKLER MAIN BAIT INSULATION C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C1 4 NUMBER - REFER C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT BUILDING SECTION TO SCHEDULE WOOD MEMBER CLR. CLEAR FTG. FOOTING MTD. MOUNTED Sim. SIMILAR WT. WEIGHT DETAIL IDENTIFICATION CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC 6 EQUIPMENT MARK EXISTING CONSTRUCTION TO REMAIN = WOOD BLOCKING CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN PROPERTY LINE SHOWN LIGHT BACKGROUND COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED A3.01 SHEET WHERE DRAWN EQUIPMENT MENEM EM SIM �� w M ENEEMEN = FINISHED WOOD CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR NUMBER - REFER CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED C24 ��TO SCHEDULE [-� I, =i 1h ACOUSTICAL TILE CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR EXTERIOR ELEVATION _x_x - FENCE CONTR. CONTRACTOR ON CENTER SQ. SQUARE X-X-x x STEEL C.T. CERAMIC TILE H.C. HANDICAPPED O.C. A�,,��DETAIL IDENTIFICATION ROOM MARK H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER 8 `�, DBIL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL ROOM -ROOM NAME EXISTING CONSTRUCTION TO BE ALUMINUM DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD �A&02�- SHEET WHERE DRAWN 10 �--ROOM NUMBER BREAKLINE REMOVED -SHOWN DASHED DTL. E.I.F.S. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL V D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL SOUND INSULATION D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP, PERPENDICULAR SUSP. SUSPENDED INTERIOR ELEVATION 2 DWG. DRAWING AIR CONDITIONING PL, PLATE, PROPERTY LINE SYS. SYSTEM COLUMN GRIDS WALL TYPE MARK F a. !7 EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP - -DETAIL IDENTIFICATION E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY 5.03 6 WALL TYPE 0 FE FIRE EXTINGUISHER FINISH SYSTEM JT./JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SHEET WHERE DRAWN kX-NOTE DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: � 1 1 L-1 I- - 5 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 0 i otnfm . _smade easw 4220 Wheaton Way BREMER TON, WA 98310 01 omnedon S,epl� of Communwy Dovooml"*, FIB i 01 2 D 154 r,0V,0w6d for Code Ck-AW01SAW, By. Matra S 0- �A I F. REVISED Date- 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 811,91 Agmeo SHEET NUMBER r •• 1. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4-INCH PER FOOT IN ANY DIRECTION. 2. PEDESTRIAN WAYS THAT ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS REQUIRED. 3. THE SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A BLUE BACKGROUND, AT LEAST 3 FEET SQUARE. a PROPORTIONS INTERNATIONAL SYMBOL OF ACCESSIBILITY 6" 42" DIMENSIONS OF ADULT -SIZED WHEELCHAIRS CURB RAMPS, WALKS AND SIDEWALKS: 2 4. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2- INCH AND SHALL BE A MINIMUM OF 48-INCHES IN WIDTH. 5. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT) IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. 6. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4-INCH PER FOOT. 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2-INCH. WHEN CHANGES IN LEVELS DO OCCUR, THEY SHALL NOT BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4-INCH MAY BE VERTICAL. 8. WHEN CHANGES IN LEVELS GREATER THAN 1/2-INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS & PEDESTRIAN RAMPS, 9. NOT USED 10. CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. 11. CURB RAMPS SHALL BE A MINIMUM OF 4 FEET IN WIDTH AND SHALL LIE GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE. 12. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED ONE VERTICAL TO 10 HORIZONTAL. 13. A LEVEL LANDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED ONE VERTICAL TO 12 HORIZONTAL 14, THE LOWER END OF EACH CURB RAMP SHALL HAVE A 1/2-INCH COUNTER SLOPE IMMEDIATELY ADJACENT TO RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20 15. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE SLIP -RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 16. 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLY WITH SECTIONS 705.3.1.1 THRU 705.3.1.3 SHALL BE PROVIDED ON THE WALKING SURFACE AT PLATFORM EDGE z z_ o Nr Nr MINIMUM PASSAGE WIDTH FOR ONE WHEELCHAIR AND ONE AMBULATORY PERSON THE COUNTER SLOPE OF ADJOINING GUTTER AND ROAD SURFACE IMMEDIATELY ADJACENT TO CURB RAMP OR ADJOINING SURFACES SHALL ACCESSIBLE ROUTE NOT EXCEED 1:20 X=12 SHALL NOT BE Y=1 STEEPER THAN 1:20 LEVEL LANDING MEASUREMENT OF CURB RAMP SLOPES q A 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705.3.3.3 THRU 705.3.1.3 OF ICC/ANSI SHALL BE RETAINING WALL IF NECESSARY PROVIDED ON THE WALKING SURFACE AT THE AT EDGE OF SIDEWALK PLATFORM EDGE, TYPICAL BUILDING OR LANDSCAPING LINE 8.33% N 8.33% z 0 O 0 O 0 0°o O°0 000 000 00 000 000 STREET 48"MINIMUM SIDEWALK CURB BUILDING OR LANDSCAPING LINE A 24" WIDE TACTILE PATTERN OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705.3.3.3 THRU 00 705.3.1.3 OF ICC/ANSI SHALL BE PROVIDED ON THE WALKING SURFACE AT THE PLATFORM EDGE WHEN CROSSING PARKING, TYPICAL /co C O0000 000000 0 0 0 0 0 D 00000000000 10% 00000000000 10% 00000000000 -.m SIDEWALK CURB 6 * WHERE BOTH CLOSER AND LATCH ARE PROVIDED 18" min I �36" (C) HINGE APPROACH, PULL SIDE •�- 54" MIN -� (E) HINGE APPROACH, PUSH SIDE 12" mir F4_ T .E 42" min "' z 00 24" min (F) LATCH APPROACH, PULL SIDE (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARENCE AT SWINGING DOORS7 ENTRANCES: 17. PROVIDE AT METALLIC SIGN OVER EACH STOREFRONT DOOR STATING: "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS", LETTERS SHALL NOT BE LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. THE SIGN SHALL BE INSTALLED BY THE GENERAL CONTRACTOR ON THE STOREFRONT ALUMINUM HEADER FRAME, 18. ALL NEW PRIMARY ENTRANCES TO THE BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. 19. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS, 20. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET-8 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT LESS THAN 32-INCHES. 21. WHERE PAIR OF DOORS IS UTILIZED AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 22. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST TO OPERATE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. REFER TO SECTION 404.2.7 OF IBC 23. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34-INCHES MIN AND 48" ABOVE THE FLOOR. 24. THE FLOOR AND LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH OF 60 INCHES IN THE DIRECTION OF TRAVEL AND THE LENGTH OF 48 INCHES IN OPPOSITE DIRECTION OF TRAVEL. SEE DIAGRAM "MANEUVERING CLEARANCE" 25. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24-INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18-INCHES PAST THE STRIKE EDGE FOR THE INTERIOR DOORS, 26. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2-INCH LOWER THAN THE THRESHOLD OF THE DOORWAY, CHANGE IN LEVEL BETWEEN 1/4- INCH AND 112-INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 27. THE BOTTOM 10-INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10-INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSHED SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 28. A NARROW FRAME WITH A BEVELED TOP (30 DEGREES MAX, BEVEL TO VERTICAL PLANE) INSTALLED AT THE BOTTOM OF THE GLASS DOOR (WITH NO SIDE FRAMES) MAY BE USED IN LIEU OF PROVIDING THE REQUIRED 10- INCH UNINTERRUPTED SURFACE AT THE BOTTOM OF THE DOOR. 29. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBl. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS, WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS. CORRIDORSAND AISLE: 30. FLOOR SURFACES SHALL BE SLIP -RESISTANT. 31. EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES, MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES LEADING TO AN EXIT. 32. EVERY AISLE SHALL BE NOT LESS THAN 3 FEET WIDE IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 3 FEET 8 INCHES WIDE IF SERVING BOTH SIDES. SUCH MINIMUM WIDTH SHALL BE MEASURED AT THE POINT FARTHEST FROM AN EXIT, CROSS AISLE OR FOYER AND SHALL BE INCREASED BY 1 1/2 INCHES FOR EACH 5 FEET IN LENGTH TOWARD THE EXIT. CROSS AISLE OR FOYER WITH CONTINENTAL SEATING SIDE AISLES SHALL BE NOT LESS THAN 44 INCHES IN WIDTH. SANITARY FACILITIES: 33. ACCESSIBLE SIGN CONTAING TACTILE CHARACTER IS PROVIDED AT DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR ON LATCH SIDE AND AT DOUBLE DOORS, THE SIGN SHALL BE RIGHT OF THE RIGHT HANDED DOOR. THE SIGN CONTAINING TACTILE CHARACTERS SHALL HAVE 18" MIN BY 18" MIN. SPACE ON THE FLOOR CENTERED ON SIGN. THE SIGN TACTILE CHARACTER SHALL BE 48" MIN AND 60" MAX ABOVE FLOOR. 34. CLEARANCE AROUND THE WATER CLOSET SHALL BE 60" MIN MEASURED PERPENDICULAR FROM THE SIDEWALL, AND 56" MIN. MEASURED PERPENDICULAR FROM REAR WALL. NO OTHER FIXTURES OR OBSTRUCTION SHALL BE WITHIN WATER CLOSET CLEARANCE 35. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION, 36. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44-INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48-INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN IT'S CLOSED POSITION. 37. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF TOILET SEAT. 38. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 39. WHERE URINALS ARE PROVIDED, AT LEST ONE SHALL HAVE A CLEAR SPACE 30-INCHES WIDE X 48-INCHES LONG IN FRONT OF THE URINAL. 40. WHERE URINALS ARE PROVIDED, AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 17-INCHES ABOVE THE FLOOR SHALL BE PROVIDED. 41. A CLEAR FLOOR SPACE 30-INCHES WIDE X 48-INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 42. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30-INCHES IN WIDTH WITH 8-INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF 9-INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP FROM THE FRONT OF THE LAVATORY. 43. A PROJECTION OF LAVATORY BOWL INTO THE 8-INCH CLEAR SPACE. THEREBY REDUCING THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS THAN 27-INCHES AT 8-INCHES BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE. 44. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 45. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 46. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE THAN 40-INCHES FROM THE FLOOR, 47. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. 48. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7-9 INCHES IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OULTET SHALL BE 15 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR, AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, OR DO NOT ALLOW CONTINUOUS PAPER FLOW. 39" MIN. z GRAB BAR W/ BLOCKING 41" MAX. 12" 42" MIN. 1-114" TO MAX 1/2" DIAMETER T-0" MAX. TOILET PAPER � J _ - M €; " WALL in TOILET SIDE ELEVATION GRAB BAR ACCESSIBLE SANITARY FACILITIES MINIMUM REUI T FOR ACCESSIBLE A ITA Y FACILITIES GRAB BARS: 49. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS, PER LINEAR FEET LOAD. 50. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33-INCHES ABOVE AND PARALLEL TO THE FLOOR. 51. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH THE FRONT END POSITIONED 24-INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36-INCHES LONG. VERTICAL GRAB BAR SHALL BE 18" LONG, INSTALLED AT 39" TO 41" FROM THE REAR WALL AND 39" TO 41'° ABOVE FINISH FLOOR. 52. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, 53. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES, 54. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 55, GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 56. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8-INCH. 57. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36-INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60-INCHES. ADDITIONAL REQUIREMENTS: 65, THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15- INCHES ABOVE THE FLOOR OR WORKING PLATFORMS, 66. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE 48" MAX HEIGHT FOR UNOBSTRUCTED FORWARD AND SIDE REACH. 48" MAX HEIGHT WITH 10" MAX. OBSTRUCTION AT SIDE REACH, 46" MAX HEIGHT AT 24" MAX OBSTRUCTION AT SIDE REACH 67. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS, THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO, 15090 IN FEDERAL STANDARD 595A. 2" MAX. FOR METAL 1 4" MAX. FOR WOOD T MINIM r-- MIRROR 8" MIN. - ADA TRAP GUARD KNEE CLEARANCE Lj �� 6" MAX. TOE CLEARANCE KNEE CLEARANCES11 68. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN ARE AND WHEN IN PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM OF 60-INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN SHALL ALSO BE POSTED AT ENTRANCE TO OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 12-INCHES BY 18-INCHES IN SIZE WITH LETTERING NOT LESS THAN 1-INCH IN HEIGHT, REFER TO DETAIL 4/A-0.3 69. AT KITCHEN: SINKS, FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS, LEVER- OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS FOR AT LEAST 10 SECONDS. DATE: 10.17.14 JOB NO: 201100280.00 DRAWN® CHECKED: 1725 Westlake avenue north suite 210 Seattle, Washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TON, WA 98310 REVIStb ,f l- 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 SHEET NUMBER lot !-or y, Ar .01 -� 56 T t" e. 0p*39&05 FIFU M-12 230-F)ARKING -',�'PROVIDED i4- ;A 1 0, � , ZZ H*CP N6 618 PROVID LEG, N tin- 0 'I 'MONUMENT Z 41 4w wrs DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ rinade, masy 4220 Wheaton Way BREMER TON, WA 98310 Elate. 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 SWEET VUhIBE? ! 11 10,1;X k I B 0 m tr U C' 4 i i I F 1 rtr - -1-1101111111 SF TAKEN TO CENTER OF WALL x &dam „ 4 i yp R A ram= � tr�� arm i reo� � y I �ft 3 s ILA° e M - �_-___ ___-. __---___._..._- ____.--- .__.____-_ T ,. nV ATI s 1 I ts. dew Z, i� 01 aim 04 F �n l e r L 6 t � i Sam" l ; l t it I4wrwr Ti ! iii! 1!!!i! 4W4F APP - w _ �� F i llMddMrlii p F iNfilitlilili - ft -s I sry a _ tnr' lrsr ssr`lr sal► flV° w ! ! t t ! f ! i ! ! ! t 1 "` �"`�' ��°° a �`�" I BUILDING PLAN G-2.0SCALE 1/16"=1'-O" 5CALF NT5 m DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: BUILDING PORTION 'A' VB - FULLY SPRINKLED LOWES 109,400 S.F.M RETAIL 'A' TOTAL- 109,400 S.F a EXISTING 2 HOUR FIRE WALL ALONG LOWES EAST WALL SEPARATES IT INTO A SEPARATE BUILDING PER 706.4 1725 westiake avenue north BUILDING PORTION 'B' VB - FULLY SPRINKLED suite 210 RITE -AID 34,690 S.F. M RETAIL seatHe, washington 98109 'B' TOTAL• 34,353 S.F.'£' EXISTING 2 HOUR FIRE WALL ALONG RITE -AID EAST WALL SEPARATES IT INTO A SEPARATE BUILDING PER 706.4 206.838.5485 p 206.713.4076 m BUILDING PORTION 'C' VB - FULLY SPRINKLED 206-464.0700 f ALBERTSON 11,415 S.F. M RETAIL ksmith@smithca.org FITNESS EVOLUTION 23,000 S..F. A3 GYM 'C' TOTAL- 34,415 S.F. r : http,/ANww.smithoo.org/ 2 HOUR FIRE WALL ALONG ALBERTON'S EAST WALL SEPARATES IT INTO A SEPARATE BUILDING PER 706.4 (a) ALLOWABLE AREA ANALYSIS: TYPE M OCCUPANCY: BASE AREA OF 9,000 S.F. SPRINKLER INCREASE PER 506.3 OF 300% = 27,000 s.f. FRONTAGE INCREASE PER 506.2 AREA INCREASE = (BUILDING PERIMETER / PERIMETER OF BLDG - .25) x WIDTH PUBLIC WAY/30 Almess e&4gfolution AREA INCREASE= (1665/1665 - 0.25) x 30/30 = 0.75 x 9,000 = 6,750 S.F. fitness made easy ALLOWED AREA = 9,000 + 27,000 + 6,750 = 42,750 S.F. 4.220 Wheaton Way TYPE A-3 OCCUPANCY: BREMERTON, WA 98310 BASE AREA OF 6,000 S.F. SPRINKLER INCREASE PER 506.3 of 300% = 18,000 s.f. FRONTAGE INCREASE PER 506.2 AREA INCREASE = (BUILDING PERIMETER / PERIMETER OF BLDG - .25) x WIDTH PUBLIC WAY/30 AREA INCREASE = (832.5/1665 - 0.25) x 30/30 = 0.25 x 6,000 = 1,500 S.F. ALLOWED AREA = 6,000 + 18,000 + 1,500 = 25,500 S.F. FREVISED TOTAL AREA IS 23,000 S.F. (SEE PROJECT DATA) IS GREATER THAN ALLOWED AREA OF 25,500 S.F. PROJECT DATA 1 HR WALL LOCATION: 4250 WHEATON WAY ZONING: SC -SHOPPING CENTER SITE AREA: 11.76 ACRES OCCUPANCIES: M AND A3 CONSTRUCTION TYPE: VB (FULLY SPRINKLERED) I BUILDING PORTION 'A' VB - FULLY SPRINKLED LOWES 109,400 S.F. M RETAIL 'A' TOTAL: 109,400 S.F. EXISTING 2 HOUR FIRE WALL ALONG LOWES EAST WALL SEPARATES IT INTO A SEPARATE BUILDING PER 706.4 BUILDING PORTION 'B' VB - FULLY SPRINKLED RITE -AID 34,690 S.F. M RETAIL 'B' TOTAL: 34,353 S.F. EXISTING 2 HOUR FIRE WALL ALONG RITE -AID EAST WALL SEPARATES IT INTO A SEPARATE BUILDING PER 706.4 BUILDING PORTION 'C' VB - FULLY SPRINKLED 6294 ALBERTSON 11,415 S.F. M RETAIL REGISTERED FITNESS EVOW11ON 23,000 S..F. A3 GYM 'C' ARCHITECT TOTAL: 34,415 S.F. 2 HOUR FIRE WALL ALONG ALBERTON'S EAST WALL SEPARATES IT Q„ INTO A SEPARATE BUILDING PER 706.4 (a) KgTIi L SMITH STATE OF WASHINGTON PARKING PROVIDED: 573 STALLS HC PARKING PROVIDED: 11 STALLS PLUMBING FIXTURES: REVISIONS ALL PLUMBING FIXTURES WILL BE PERMITTED AND INSTALLED UNDER SEPARATE TENANT IMPROVEMENT PACKAGES. 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 CODE DATA 3 PERMIT CORRECTIONS 02.09.15 BUILDING CODE: 2012 IBC & WASH. STATE AMMENDMENTS MECHANICAL: 2012 IMC & WASH. STATE MECH. CODE AMMEND. PLUMBING: 2012 UPC & WASH. STATE PLUMB. CODE AMMEND. ELECTRICAL: NATIONAL ELECTRICAL CODE, CURENT VERSION ACCESSIBILITY: 2012 IBC & 2009 ANSI A117 ENERGY: 2012 WASH. STATE ENERGY CODE FIRE CODE: 2012 IFC & WASH. STATE FIRE CODE AMMEND. - i` DEFERRED SUBMITTALS A INFO` MATIUN 0 FIRE SPRINKLER DRAWINGS ARE BIDDER DESIGNED AND WILL BE SUBMITTED AS A DEFERRED SUBMITTAL. NOTE: SECTION 2308 fi µ° OF THE 2012 IFC WILL BE REVIEWED FOR SHEET NUMBER THIS SUBMITTAL. FIRE ALARM DRAWINGS ARE BIDDER DESIGNED. SIGN PERMITS WILL BE COORDINATED UP BY THE TENANT UNDER A SEPARATE PERMIT MTL cS101JD DIAGONAL BRACING TO STRUCT AM & 0 4-00 G,C: AL.11IRNA"I'L DIRECTION AMSHING TRACX WTL .FOR TRACK' GWB CEILING V P, 13D, ding SAS: partiflon conn. @ G-7W13. ce I N, 1;,-x S. (N) TKA-CK k10<M CAk4 67 VVPtr"-1- C-91 LIN C,- 1 L ti 2xE, 'ATT 8-,� AN ALT brace parallel to truss QUICK SELECTOR FOR FIRE AND SOUND RATED SYSTEMS Boa ronsSteel (CAD FILE NAMEAG 011010t,01J.DXF) d Farliti-Rbranmng (con0id) No. Fire Ratino Ref. Design No. Description 3--16(,,! 4 " #1 ) 10 SCREWS, 3-16d 26 BLOCKING (4) #10 ,-)CREWS brace parallel to truss SCALE, 1--2x6x24 W/ 410d TO fl; 2x8 BLOCKING AED, Bt_00K W/ kr) #10 SCREW S NA-IILS S_TAC7'C4 D. METAL. ST(10 EXISTING BRAPING ROOF TP 6JSS @ 48" 0fC. ALT brace perpen. to truss METAL STUD Q,RACING -2x6 81-OCKING EXISTING ROOF' TRUSS brace 'perpen. to truss I N.T.S. , A,rTAQ,1 BRACE T ' RLIN OLOCI G W/ A35 AS REO E "T'l Ile B dF .7.1 SIjx Fa O 3 5/8,0 25 fik MA"'GNAL INSTALL TO TOC' OF PURLIN BRACING @ 48" 0. C. A NOTE il G WIE, I C L G LC,810 # FOR META SIFUDS EN111",Y SOfFFIT -1 1 ETAI 4718,4--P BY IkESIURN ML 5j` T\6PE GYP,. BRD, TO CLO. ............ . . . . . 3 5/8" 25 GA, OOR TRACK M TIL ST1,111t)s 0 GA" "141UP" SHIOT PfNS 11) 48"' O.C, STC Test No. CONC FLR, 1C8O #2888 tt, to2 9 0 FIRE SOUND 22 2 hr. 0SU T-1 771 First layer 5/8" (15.9 mm) Fire -Shield Gypsum Board 48 NGC 2282 GA Based on screw attached vertically both sides 3 5/8" (92.1 mm) steel WP 1711 studs, spaced 24" o.c. (610 mm). Second layer laminated vertically both sides. Vertical joints staggered. Fire -Shield Gypsum Board 56 NGC 3022 U411 First layer 5/8" (15.9 mm 23 2 hr. UL GA WP 1616 screw attached vertically both sides 3 5/8" (92.1 mm) steel studs, spaced 24" o.c. (610 mm), Second layer laminated or screw attached vertically both sides and 3" (76 mm) mineral wool or glass fiber in cavity. Vertical joints staggered. TYPICAL WALL BRACING 4 DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org hftp://www.smithco.org/ 4220 Wheaton Way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT 01: SMITH L. KEITH L. SMITH STATE TATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 WALL DETAILSI SHEET NUMBER 09R,H U WALL SCHEDULE N0. SIZE THK. QTY. TYPE DESCRIPTION HARDWARE REMARKS 1ri' t� A 6'-0" X 7'-0" EXISTING A EXISTING ALUM DOOR 1 4 5.6 7 RE -KEY TYP. SCREW GWB. BD. TO STUDS I " _ B 6'-0" X 7'-0" 1-3/4" A NEW GLASS DOOR 1,4 5 6 OC AT PERIMETER 12" OCR C S-0" X 7'-0" 1-3 4 B SOLID CORE . 2,4,5,6AT INTERMEDIATE STUDS W/1" LONG Date: "JO"11V��" 6 DRY WALL SCREWS dy D 3'--0" X 7'-0" 1-3 4 q' NEW GLASS DOOR 2,4,5,6 CBC = TABLE 7B ITEM 16-11 �s E S-0" X 7'-0" " 1-3 4 B EXISTING EXIT 2 4,5 6 7 CONT DEEP LEG IP T o F 6 -0 X 7 -0 1-3/4 q NEW GLASS DOOR 1,4,5,E SLRACK CHANNEL ATTACHED W 2)#10 x ------- �I/ Z--------__—� , ' `.\ ` ___ o —_ 1-1/8" SCREWS ®18( OC MAX. ME�i f D _ Nm r a DOOR NOTES MOUNT HARDWARE BETWEEN 30" AND 40" ABOVE THE - ALL DOORS TO BE COMPLIANT WITH STATE FINISH FLOOR. EXISTING FIRE SAFING AND FIRE SEALANT ROOM �I/ ACCESSIBILITY CODES. - EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 LBS, LABELED DOORS SHALL NOT EXCEED 5 LBS SUCH -PROVIDE VINYL CUT LETTERS NOT LESS THAN 1" HIGH WHICH CONTRAST WITH BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". AT ROOF DECK JOINT (2) 5/8" TYPE "X" GYP.BD. EA SIDE.> -0— %I� l �'- 7FR PULL AND PUSH EFFORT BEING APPLIED AT A RIGHT -"SC" IS SOLID CORE DOOR ANGLE TO THE DOOR. -NO CLOSERS AT NEW DOORS METAL STUD WALL W/GYP. BD. EXISTING UNDER LL SHELL PERMIT ICC ER#4943P SOUND INSULATION IF EXIST'G. _1 " POWER DRIVEN FASTENERS 4 799 CONC SLAB CC _ FLOOR LINE XTENDED WALL TO UNDERSIDE OF STRUCTURE C EfP2 HR FIRE WAIL/DEMISING WAIL ULS4 NOTE: EXISTING 1 HR WALL TO BE CHANGED TO A 2HR FIRE DEC TOP EXISTING CONT, DEEP LEG SLIP TRACK CHANNEL ATTACHED W/(2)#10 x 1-1/8" SCREWS 0 18" I :: CO MAX. 5/8" GYP. BD. -BOTH SIDES TAPE, FLOAT AND PAINT BY GC 3 5/8" 18 GA. GALV. STEEL STUDS AT 16" O.C. BY GC PROVIDE BLKG, FOR STNDS. ICC ER 4943P 1" "SIMPSON" DPD120 ® 24" O.C. ICC RR25469 OR 1" "HILTI" SHOT PINS @ 24" O.C. ICC ESR-16�I00R LINE EXTENDED WALL TO UNDERSIDE OF STRUCTURE P T2 STOCK ROOM EXTERIOR INTERIOR n HARDWARE SCHEDULE IEDULE NO. DESCRIPTION MANUFACT. CATALOG NO. NO. DESCRIPTION MANUFACT. CATALOG NO. 1 PUS/PULL BAR W/ KEYED LOCK EXISTING 6 CLOSER EVES 2 LEVER HANDLE W/ KEYED LOCK SCHLAGE AL 10S 7 PANIC HARDWARE EXIT DOORS ONLY VON DUPRIN 4 WALL/FLOOR MTD STOP IVES US26D 5 DOOR HINGES STANLEY US26D 1-1/2 PAIR n c A' LEGEND :DENOTES EXISTING WALL -:DENOTES EXISTING WALL TO BE REMOVED ENOT NEW ACCENT ALL HT RIES. S LEV S �:DENOTES NEW MTL STUDS PER WALL SCHEDULE DIETRICH METAL STUDS WALL AT 8'-0" AFF :DENOTES NEW MTL STUDS PER WALL SCHEDULE DIETRICH METAL STUDS ICC APPROVED - EVALUATION REPORT 92-19 UL V450 OPTIONS TES DOOR, SEE DOORESCOHEDULEE FOR ADD'L INFO, 1. CONTRACTOR TO VERIFY ALL DIMENSIONS 2. DO NOT SCALE DRAWINGS ! ! ! I _ DOOR 'TYPES. 3'-0" 3'-0" DOOR TYPE A EXISTING STOREFRONT DOOR AND JAMB DOOR TYPE A' EXISTING STOREFRONT DOOR AND JAMB 3'-0" DOOR TYPE B 1 3/4" SC DOOR 0 ■ r F. C.I.P. CONCRETE WALL R-13 BATT INSULATION ` W/ VAPOR BARRIER 3-5/8" GALV. STL. FRAMING 24" O.C. ° WITH TOP AND BOT TRACKS ° REINFORCING PER STRUCTURAL v� 5/8" TYPE 'X' GWD SCHEDULED PER_ MAINTAIN 1" AIR GAP STRUCTURAL (ALL WALLS EXCEED MIN. FIRE RATING CRITERIA) FPT3 EXISTING EXTERIOR WALL 0 0) 1,2 WOOD CAP - PAINT 5/8" GYP. BD. -BOTH SIDES TAPE, FLOAT AND PAINT BY GC 3 5/8" 20 GA. GALV. STEE / STUDS AT 24" O.C. BY GC REVISED ?--)ia- tS FITNESS EVOLUTION SIDE n T � CONCRETE WALL RITE AID SIDE EXISTING 8" THICK CONC WALL 1/2" Z—CLIP WITH 5/8" GWE 3-5/8" GALV. STL. FRAMING 24" O.C. WITH TOP AND BOT TRACKS REINFORCING PER STRUCTURAL LAYERS 5/8" TYPE 'X' GWD 7'-2 1 /2" 7'-5" NF WOMEN's Qj], �O f 1AL� �-, �OGKERS C 27'-2" r �7 IGE 1 1 ! TAN z' z w t 45.5 —� I; e a A m TYP. ©I 10'-5" PLAY AREA MAX. OGGUPANT LOAF OF ►O 6L.ASS WINDOW - ONE WAY GLASS TO SEE IN AND NOT OUT KIPS DOD S� GLASS WINPOY - ONE WAY GLASS TO SEE IN AND NOT OUT �> 34'-0" I I I 30 GU��IE5 30'-0" ATERVVALL IW MIRROR MIRROR El WALLS 'UP EX �D 5E a� 68'-4 1 /4" WORKOUT FREE WE I GNT5 & ffUNOTTIONAL TRAINING �5,000 5E GONTRO. DESK II - II II II II II � T2 II s II � Sid PROOF WALL WITH GATT SOUK® INSULATION 00 r I 00 0 i Q� GROUP TRAINNING �,200 5F 30'-0 1 /4" 39'-6 1 /2" DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: If � !1177-11 U_ 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4220 Wheaton Way BREMER TON, WA 98310 1h vgg 4 - # V Pro V6 LT set r� LXtiT signs shall be in,erra'ly or exte'ra''y, illuminated and must be provided with an emerge-.oy power source. EXIT shall be in capita! block letters nat !ess than 6" high in height with a stroke a$ not LOSS tl-rar'/n^. Exit doors shall be readily openable from' the egress side without the use Qf: a key or special knowie' dge or effort. The unlatching of any leaf shall not require acre then one operation. Provide lever -handled ha,dware, Provide Means o' Egress Illumination at 1 footcandle at all times the buildin7 is 'COUpied. The power to the fixture shall be .supplied by the premises efectrical supply, An �mercJancy electrical system mus; illuminati) ' al•{ Areas ac, required by IBC Scccljort 1006, L�___l Assitriiity Requirements: This structure must comply with all accessibi ty requirements per iBG ( (� Chapter 11 and the W sttington state U t)dm&nts, 6294 REGISTERED ARCHITECT :KEITH L. SMITHSTAF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 SHEET NUMBER Ie 9 C" I 0C If. ------------ ---- ----------------------- m --------- --- ---------- ----------------------------------------------- ---- --------------------------------------------------- R R t i i 1 a 0 0 \I/ 'E _A1/ E7-1 EE =i 6' 4' 4': 4' 0" 12'-4' T-8" 59'-7" 30'-0" II I LO II 3 1 lCJ +° I ia. 6'-4' " 6i-40' � 4'-11" 11'-4" I � E f 7-- I, Rpm oo Date0 1 fl 13'-3 r n r 4 —3 4 —3 —5 1 f f �,-6„ 5,-5 4 —9' E iO LO N j 9 9� 12'-3,f 12'-0" —Ofl ir) f-0��-6" 8" 5'-5" 5" R w O 4'-0"LO is I ti I \ 9 ff 5 -0 I 9f 9 x•" 5 -0 5 -1 H 98 -59) ` 4 -1 '• 25 -10 _ I I yr �,.✓'� I b ❑ LO El El Elm � (O �i LO I 0) z/ 14'-10" 18'-9" 110'-7" 4 a /� 7'-0" 7f—Off )— 114wgpg \\\ 7'-0" ❑ ❑ S 01 a \�'\ \ 5 o ....,. j a. S O a a i I � 7'-4' 10'-7" a 14'-4" 11'-10" 3'-9" 9f-2" f-1 f/ r 0 ' N I ,❑'�f II I II N II 01TR II li Q u '---------- �� O 16'-0" 5 33'-2" 34'-4" 76'-1" 0 4 ii LIM '70-1 =4•m :J Fw Scale ® II, I 1 11 DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: y.'. 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 DIMENSION SHEET NUMBER DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ W tss m d1" easy 4220 Wheaton Way BREMERTON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 ENLARGED PLAN SHEET NUMBER A2,1 LEGEND RECESSED INCANDESCENT (MOISTURE PROOF/VAPOR IN WET AREAS) O PENDANT FIXTURE SUSPENDED FIXTURE DRUM PENDANT TRACK LIGHT Fl: 11 2'x2' FLUORESCENT TO BE DETERMINED BY GC 2'x4' FLUORESCENT TO BE DETERMINED BY GC FAN- (SEE SPECS FOR DETAILS) DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4220 Wheaton Way BREMER TON, WA 98310 REVISED �J 6294 REGISTERED ARCHITECT STATE KEITH L. SMITH 0F WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 O I PITOI-t ffLOORINO TO DRAN5 CT 3 ❑ ❑, CT �i 3 ' CT 2 CT 2 WD 1 R 2 oa t 00 CT 5 I'MCT 2 2 k t E CT 2 �.x.. CT 2 7TL — — — --- —.. ------- 45'-8 1 /2" ---.-..—------ —..--- — i�� 68'-4 1 /a' , �,�'`� .��,•' x� F`0'-0 1 /4" �� i 3 R o '`` R r � e 9 .x' R t r R 200 x 1 N F El F a 3 Fl ��`�`� '��1./ '� r.✓ I SC SC SC R R 2 Si z 8 ,�� A ✓F 7'-2 1 /2" 27 —2" 30 —0" 40 — 0Al 39'6 1 �2 a f a`` R 1 R 2 14'-10" 18'-8 1 /2" 3 F<,.m.......,»....,.....>...........................................e.........>...q........,.o..,..P:, ...m,.,...e,.e.,.,. ..--- ........�.,..m.C..,..�........e.....o.,..<......�..,, ...��e�..e..,...��.,.m....,....eG'Ye.,.....�..,,�...e....,e..�....ae.......,..,,r.......,,.�e..,...e...en.,....>.�............ I 55'-577 �! J ❑ ❑ SC SCt f ; C i 1 N R i QO 0 I O 34'-4" 34'-0" lL \ll 7 1 DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smitheo.org http://www.smithco.org/ 4310 Wheaton Way RREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 FLOOR FINISH LAN SHEET NUMBER DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TOV, WA 98310 REVIS0 Date, 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 Scale 1 / ®' ®o Ill I& m KEY PLAN REFERENCE MEN'S RESTROOM 'Am NOD LOCRF(ER R00j A (L K ImK 11F L5 (/T) (/T OR CT p PL ONOTE: (N) 6INr\6 TO � LOCATED PER ELEVATION, CENTERED ON (N) MIRROR OH Of -RAM I(/ �A6r\6PLA6f &RANITE COUNTERTOP PLA6TIO LAMINATE er\IRT �9?1:1 III l:jm dkA =104 d,rel I, ffil "a DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 71-7 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 6294 REGISTERED ARCHITECT STATE KEITH L. SMITH OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 SHEET NUMBER Ilk I KEY PLAN REFERENCE= WOMEN'S RESTROOM AND LOCKER ROOM M IRI L5 6T5 6rI 6R2 GTI O 121e Id 2-011 12112e-0re 12n 14 2v—®er 211 NOTE: (N) 51NK5 TO �E LOGAI-ED PER ELEVATION, GENTERED ON (N) MIRROR sff Asnis P Foz (10-OR MIiZR� �' SEE PUNS ® _ P FOR GOLD r C, r GT � N O 4 P PL a TT GTI SEE PLANS 1 fOR GOLOR S 6ERAMIG Wr\6PLA6M GRANITE GOUNTRTOP PLASTG LAMINATE 6NRT �07'1:eI, in] ' Interior Elevations Scale A.S. 3' ; DRAWN:.17.14 JOB NO: 201100280.00 1725 westlake avenue north suite 210 Seattle, Washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMERTON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 SHEET NUMBER MLZ I N P37 � L 4� ' - 0�" P37 F'� P37 CTILL- B p I � I z ; °o `OPEN OPEN V�5I 1WORKOUT AREA pn a�, % L9 L9 U � OF MIRROR LI LI ` I L2E:t LI ST I - CLEAR MIRROR PLYWOOD A! X I" (Typ) TYP out t % ❑LIB ® P9 1 P9 P9 P32 0) pn v�l Vial VpI 20'-0" 2WORKOUT 0, I O z u o L9 L9 � L2 OF MIRROR � OF MIRROR TV'S @ � LI TVS p 7 6 AF . STI - CLEAR 14' AF.F. LT6 CLEAR (TYP) PLYW00D 4! X I'" (TYP.) 1zOD � `x I" TYp 20-r�' X 6'-2"� N I WORKOUT AREA L9 SCALE 3/4•®® 1'-®®' MIRROR (T YP.) P9 e L9 P9 P5 01 TV'S @ AFF. (TYP.) 2,_611 41®211 21_611 INCLUDING ROUGH OPENING INCLUDIN STONE STONE 2'1 2°-2" 2'i 1,a q �_®�� 7 n �2`f2a®2 2ie WATER DIMENSIO L C®I 00 *=4 91_2„ SCALE 3/8 1'- " FAN @ - IV -a' AF.F. (TYP.) W-a' X 6,4' MIRROR (TYP) 0 LI a� FAN @ TV'S @ - MIRROR� 74' AFF. P32 L9 OF MIRROR -7 ST I -CLEAR O PLYWOOD A'X I„ TYP LI LI SR1F ACC I ::a 0 µ h r GR2 V�I m 0 LI LI2 TV'S CP 8,4° AFF. (TYP) MU MLZ N r LL- a � o P9 5TI, 'r sTI STI 6TI pn "All WI-Im DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: omith co 0 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 INTERIOR ELEVATIONS SHEET NUMBER i:rfi; DATE: 10.17.14 JOB NO: 00:• 00 DRAWN: PI7 PI7 Olw-Ex o 5TORA6E °° GROUP -EX ROOM PI7 Ga_1JMNS w —P17 Ga.Iw A/ S d MIRROR / FAN U (1-yp) VPI /i // O MIRROR T-nv p. Giro /)F= r-rnr� rn /I►fl-00RINO GROUP -EX ROOM PI7 T // MIRROR � ACE / 0P & 51PE TO MATOH WOOD FLOORINC-) VPI —� U PI7 GOL.UvINS PI7 P37 I // * GROUP TRAINING ROOM YVI 8GROUP-EX ROOM 1 m , i ( ci , - ', w, - i m ::A c ldft A v 1--, 1 A r e ', - ir 2 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 INTERIOR ELEVATIONS SHEET NUMBER 0 I i ! ■ 1 momm I I■ ■ all 36"-42" A.F.F. RESTROOM PLAN SCALE 1 /2" = 1 °-0" HEIGHT HANDICAPPED ACCESSIBLE LEVER HANDLES AT 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE A SMOOTH, HARD, NONABSORBENT COVE BASE THAT EXTENDS UPWARD ONTO WALL AT LEAST 4" AND IS SEALED AT INTERSECTION OF THE BASE AND FLOOR 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER-RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4'-0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. C YV 1 1 ri J/ 0 I,u V C H.C. RESTROOM ELEV. SCALE 1 /2" = 1 ' -0" GWB (PAINTED) 3/8 METAL. EDGE LEVER CONTROLS 0 i 00 z 0) N � WAINSCOAT TEMPERATURE SHIELDING ASE WITH 3/8" COVE ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1 /2" = 1'-0" Am HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI" PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT; SC901 "WHITE". FIELD SC905 "BLUE" 1 /4" THICK, SURFACE APPLIED TO POOR, CENTER SYMBOL ON DOOR, 60' ABOVE FINISHED FLOOR. 30" X 36" MIRROR -LEVER CONTROLS ON SUPPLY AND DRAIN LINES WAINSCOAT 0 0 yQ _."'Llf-I UNISEX >L� 00mui J 0 COE (UNISEX REST ROOM) -TOILET SIGNAGE GRAB BAR, INSTALL PER MANUFACTURER PECIFICATIONS SEE 'ACCESSIBILITSY NOTES' SHEET AO.2 FOR ADDITIONAL REQUIREMENTS - 71 SECURE TO BACKING PER MANUFACTURER REQUIREMENTS, TYPI( SCHEDULED WALL, T1 RESTROOM ELEV. SCALE 1 /2" = 1'-0" /2„ G E SAIL DETAIL 3" = t'-0" - ACTUAL SIZE E WITH 3/8" COVE DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: EST +fir+ _` 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4220 Wheaton Way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 2 PERMIT CORRECTIONS 11.21.14 SHEET NUMBER I V METAL LAMINATE ML2 METAL LAMINATE @ ON SIDES OF SOFFITS - WORKOUT MANUFACTURER: CHEMETAL OR COMPARABLE COLOR: 413-LINEAR ALUMINUM PAINT P9 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW TOTALLY TAN #6115 FINISH: SATIN P10 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW BAGEL #6114 FINISH: SATIN P16 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW WHEAT GRASS #6408 FINISH: SATIN P17 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW ANCESTRAL GOLD #6407 FINISH: SATIN P24 PAINT AS INDICATED ON DRAWING - INCLUDING CEILING MANUFACTURER: SHERWIN WILLIAMS COLOR: SW INTERACTIVE CREAM #6113 FINISH: SATIN P31 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW TOASTY #6095 FINISH: SATIN P32 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW TANGO #6649 FINISH: SATIN P37 PAINT AS INDICATED ON DRAWINGS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW SASSY GREEN #6416 STAIN STI WOOD STAIN @ DOORS MANUFACTURER: SHERWIN WILLIAMS COLOR: SW BRISTO WALNUT # 3155-K FINISH: SATIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ --------------------------------- ---- ALL AROUND ALL AROUND P17 MIRROR P17 GROUP -EX GROUP -EX MIRROR P37 fi COLUMNS P17 COLUMNS P17 II II N P32 P32 P24 0 P9 P9 ► 7�1 —13TORAGETAR . .......... GROUP -EX ROUP-EX P17 g REFER To RE:FER TO P37 mmazm% ,,SHEET ID-106 11 SHEET ID-1 07P A A A` P37 -------------- P-37, P37 BOTTOM & TOP • P32 OF SOFFIT P9 SIDE OF SOFFIT ML2 lal* ■ 12 x P32 P32 BOTTOM & TOP OF SOFFIT P37 p P 0. L 24► P32 SIDE OF SOFFIT ML2 TAN #1 TAN #2 P9 P32 P32 P24 ► P37 P9 ► TAN #3,1 v RATP�7 H;ffl I OFFICE A .4 P9 P17 P24 J"111 N ----------------------------------------- -------------------------------------- --------------------------------------- L------------------------------------------- A P37 P32 LIA11 A P32 —In BOTTOM & TOP OF SOFFIT P37 SIDE OF SOFFIT ML2 0 CEILING P24 WOOD DOORS ST1 BISTRO WALNUT ALL AROUND WORKOUT OLUMNS P! im go ii 20 DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMERTON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE S E OF WASHINGTON _ REVISIONS 1 PERMIT 10.17.14 Color & Decor Floor Plan I 1 11 Scale 1/81 I =0 SHEET NUMBER 1446 FITNESS EVOLUTION BREMERTON WA FINISH SCHEDULE ACCESSORIES AC I WATERFALL @ LOBBY MANUFACTURER: BLU WORLD CONTACT: LEIGH MARTIN (407)-426-7674 EXT 7008 MODEL #: WW105 SIZE: 48"W X 96"H X 18"D FINISH: STAINLESS STEEL MOUNT: CENTERED WATER WALL MATERIAL: CLEAR ROCKS: WHITE NOTE: TO INCLUDE ALL NECESSARY PUMPS, FILTRATION, AND DECORATIVE ROCK QTY: I CERAMIC TILE CT I TILE @ MEN'S AND WOMEN'S LOCKER ROOMS/TOILETS/SHOWER WALLS -650-2000 DISTRIBUTOR: EMSER TILE 323 COLOR: STRANDS BISCUIT SIZE: 12" X 24" GROUT: LATICRETE COLOR: #30 SAND BEIGE CT2 TILE @ MEN'S AND WOMEN'S LOCKER ROOM FLOORS EXCEPT SHOWERS DISTRIBUTOR: EMSER TILE 323-650-2000 COLOR: ORIGIN BASIS SIZE: 13" X 13" FINISH: ABRASIVE INSTALLATION: 30% OFFSET GROUT: LATICRETE COLOR: #30 SAND BEIGE CT3 TILE @ MEN'S AND WOMEN'S SHOWER FLOORS DISTRIBUTOR: EMSER TILE 323-650-2000 GROUP: ORIGIN: MOUNTAIN MOSAIC BLEND SIZE: 2"X2" ON 13"X1311 MESH NUMBER: F220RIGMO I 313MOB GROUT: LATICRETE COLOR: #30 SAND BEIGE CT4 ACCENT TILE @ MEN'S LOCKER ROOM TILE ACCENTS ABOVE SINKS - SEE ELEVATION DRAWINGS MANUFACTURER: AMERICAN OLEAN GROUP: LEGACY GLASS COLOR: JUNGLE BLEND LG49 SIZE: 5/8" X RANDOM LINEAR MOSAIC BLEND GROUT: LATICRETE COLOR: #30 SAND BEIGE CT5 ACCENT TILE @ WOMEN'S LOCKER ROOM TILE ACCENTS ABOVE SINKS - SEE ELEVATION DRAWINGS MANUFACTURER: AMERICAN OLEAN GROUP: LEGACY GLASS COLOR: ARTIC BLEND LG45 SIZE: 5/8" X RANDOM LINEAR BLEND GROUT: LATICRETE COLOR: #23 ANTIQUE WHITE FAN FAN1 FANS @ WORKOUT AND GROUP EX MANUFACTURER: MODERN FAN COMPANY CONTACT: WWW.YLIGHTING.COM ITEM #: MOD -BALL STYLE: BALL CEILING FAN FAN BODY: BA- BRUSHED ALUMINUM BLADE SPAN/ COLOR: 42-AL -42 INCH ALUMINUM LIGHT KIT: NONE DIMENSIONS: FAN BODY: 8" SPHERE - CEILING CANOPY: 5.25" NOTE: WALL MOUNTED MULTIPLE FAN CONTROL SWITCH - MOD MF 009B INSTALLATION: 13'6" A.F.F. QTY: TBD FURNITURE Fl CHAIR @ LOBBY CONTACT: WWW.ACCESSFURNITURE.COM (877) 787-0590 DESCRIPTION: BROWN LEATHER CLUB CHAIR ITEM: WSI-A-77-206 SIZE CHAIR: 29.5" W X 33" D X 30" H SIZE ARMS: HEIGHT 23" AND WIDTH IS 3" SEAT HEIGHT: 15.5" AND SEAT DEPTH IS 21" COLOR: BROWN QTY: 4 F2 OTTOMANS @ OUTSIDE GROUP EX MANUFACTURER: NATHANIEL SQUARE CONTACT: WWW.OTTOMANS.COM ITEM: WSI 189 DESCRIPTION: OTTOMANS SIZE: 29 L X 21 W X 18H COLOR: DARK BROWN QTY: 6 F3 CAFE CHAIRS @ LOBBY MANUFACTURER: EURO STYLE CONTACT: WWW.BAR-STOOLS-BARSTOOLS.COM (800) 926 4006 PRODUCT SKU: EU-02826 ITEM #: 72940 COLOR: WENGE/CHROME SEAT FINISH: WENGE FRAME FINISH: CHROME STEEL SIZE: 20 IN. W X 19 IN. L X 35 IN. H SEAT HEIGHT: 26 IN. H DESCRIPTION: CONTEMPORARY COUNTER STOOLS WITH WENGE SEAT AND CHROME LEGS - SET OF TWO - TENDY C QTY: 2 F4 CAFE TABLE BASE @ LOBBY CONTACT: BRUCE SCHOBERG (727)213-0418 BWS072DISCOUNTSEATINGINET DESCRIPTION: FOUR LEGGED CHROME BASE MODEL#: ORB30 - BAR HEIGHT FINISH: CHROME QTY: 2 F4A II TABLE TOP @ LOBBY CONTACT: BRUCE SCHOBERG (727)213-0418 BWS07(&,DISCOUNTSEATING.NET DESCRIPTION: TABLE TOP MODEL #: LAMINATED ROUND TOP WITH BLACK T-MOLDING SIZE: 30" ROUND IAMINATE: # 863-58 MYRIAD RIBOONWOOD QTY: 2 F5 CUBE TABLE @ LOBBY MANUFACTURER: PEDESTAL SOURCE CONTACT: WWW.PEDESTALSOURCE.COM DESCRIPTION: CHOCOLATE WALNUT CUBE TABLE ITEM #: CUBE-2323EBWL- 18 FINISH: EBONIZED WALNUT VENEER SIZE: 23"X23"X 18" QTY: I GRANITE GRI GRANITE @ MEN'S LOCKER ROOM VANITY CONTACT: WWW.MARBLE.COM 908-222-4000 TYPE: EMPERADOR DARK ID:947 EDGE STYLE: SQUARE EASED EDGE THICKNESS: 1 V2" GR2 GRANITE @ CONTROL DESK TOP AND WOMEN'S LOCKER ROOM VANITY CONTACT: WWW.NLARBLE.COM 908-222-4000 TYPE: COLONIAL GOLD EX 1D: 578 EDGE STYLE: SQUARE EASED EDGE THICKNESS: 1 1/2" GRAPHICS COMPANY: STORE DECOR CONTACT: JOHN FARRELL JOHNFLTHESTOREDECOR.COM 972- 475 4404 TBD GRX I GRAPHICS @ GRX2 GRAPHICS @ GRX3 GRAPHICS @ GRX4 GRAPHICS @ GRX5 GRAPHICS @ GRX6 GRAPHICS @ GRX7 GRAPHICS @ GRX8 GRAPHICS @ LIGHTING Ll DRUM PENDANT @ WORKOUT AND LOBBY MANUFACTURER: SEASCAPE CONTACT: WWW.SEASCAPELAMPS.COM MODEL: THAO SIZE: 18X18X9 FABRIC: ORANGE SILK HUNG BY: BRUSHED NICKEL TUBING W/PIVOT INSTALLATION: NOTE: ORDER WITH METAL ROD QTY: TBD L2 DRUM PENDANT @ GROUP EX MANUFACTURER: SEASCAPE CONTACT: WWW.SEASCAPELAMPS.COM MODEL: THAO SIZE: 18X18X9 FABRIC: TAFFETA KIWI HUNG BY: BRUSHED NICKEL TUBING W/PIVOT INSTALLATION: SEE RCP DRAWINGS NOTE: ORDER WITH METAL ROD QTY: TBD L3 PENDANT @ CONTROL DESK MANUFACTURER: LITE SOURCE CONTACT: WWW.LIGHTINGDIRECT.COM MODEL: LS-19921 FINISH: ALUMINUM DIMENSIONS: 9.5" X 4.5" BULB: 60W INCANDESCENT A TYPE BULB INSTALL: A.F.F. 616" QTY: 4 L4 NOT USED L5 PENDANT @ VANITIES MEN'S AND WOMEN'S LOCKER ROOMS MANUFACTURER: ET2 LIGHTING CONTACT: WWW.ATGSTORES.COM MODEL: E20021-01 SIZE: 13" H X 3 V2" D FINISH: CHROME COLOR: WHITE GLOSS LAMP: (1)60W A19 MED F INCAND INSTALLATION: A.F.F. 60" QTY: 4 L6 PENDANT @ GROUP TRAINING ROOM MANUFACTURER: CANARM COLLECTION: DEXTER CONTACT: WWW.ATGSTORES.COM MODEL: IPL318AO3AL FINISH: STEEL/ALUMINUM FINISH FROSTED GLASS DIMENSIONS: 58.5" OVERALL HEIGHT X 15.75" DIAMETER BULB: (3) 1 OOW A 19 MED F INCAND VOLT: 120 INSTALL: A.F.F. 13'-0" NOTE: ON DIMMERS QTY: 6 L7 NOT USED L8 TRACK FIXTURE @ WATERWALL f FRONT DESK OR COMPARABLE MANUFACTURER: DMF CONTACT: DMFLIGHT.COM SIZE: 12'TRACK TRACK HEAD: DT3 80ONS QTY TRACK HEAD: (8 HEADS) TRACK: DT8NS QTY TRACK: LIVE END FEED: LElNS III I FINISH: NATURAL STEEL INSTALLATION: A.F.F. 11"0" L9 FLUORESCENT LIGHTING @ MANUFACTURER: FULL SPECTRUM SOLUTIONS CONTACT: WWW.FU'LLSPECTUMSOLLJTfONS.COM SYLE: ULTRALUX 4-LAMP T5 FIXTURE WITH BULBS MODEL: ULHBT5-446 SIZE: 481N. X 13 3/41N. X 41N. NOTE: WITH STEP DIMMERS INSTALLATION: A.F.F. 13'6" QTY: SEE RCP DRAWINGS L10 INEXPENSIVE RECESSED CAN BY ARCHITECT CONTRACTOR INSTALLATION: SEE RCP DRAWINGS QTY: LOCKER ROOMS SEE DRAWINGS 1 Ili I bli! 1;41111111111111 qI IF 0 9 L12 WALL SCONCE @ LOBBY CONTACT: WWW.LIGHTINGDIRECT.COM MODEL: LS-1673 SIZE: 8"W X 9"H FINISH: POLISHED STEEL/FROSTED GLASS LAMP: 1 60W E- 12 SOCKET (BULB INCLUDED) INSTALLATION OR GROUP EX @ 51-6" A.F.F. TO BOTTOM OF FIXTURE INSTALLATION: QTY: 2 LKI LOCKERS @ MEN'S AND WOMEN'S DISTRIBUTOR: TBD SIZE: 15"XI9"X36" - 2/TIER STYLE: SELF -EDGED FINISH: PLAM3 (6306-58 WENGE STRAND BY FORMICA) LK2 LOCKER BENCH @ LOCKERS MEN'S AND WOMEN'S DISTRIBUTOR: TBD SIZE: 15" WIDE - 1-1/8" THICK STYLE: BULL NOSED (POST FORMED) NOTE: USE SAME LAMINATE AS LOCKERS FINISH: PLAM3 (6306-58 WENGE STRAND BY FORMICA) QTY: TBD ML2 METAL LAMINATE @ ON SIDES OF SOFFITS - WORKOUT MANUFACTURER: CHEMETAL OR COMPARABLE COLOR: 413-LINEAR ALUMINUM A b P24 PAINT AS INDICATED ON DRAWING INCLUDING CEILING MANUFACTURER: SHERWIN WILLIAMS COLOR: SW INTERACTIVE CREAM #6113 FINISH: SATIN ♦ ;111 wj.3 y [a W.11 III I I III y A 1 mm m A a 110A Mal I I I PLAM3LAMINATE @ MEN'S & WOMEN'S LOCKERS, VANITY SKIRTS, AND TOILET PARTITIONS MANUFACTURER: FORMICA COLOR: #6306-58 WENGE STRAND FINISH: MATTE PLUMBING FIXTURE PLB I SINK @ MEN'S AND WOMEN'S LOCKER ROOMS MANUFACTURER: DECOLAV CONTACT: WWW.FAUCET.COM ITEM #: 1423-CWH DESCRIPTION: WHITE SQUARE SEMI -RECESSED SIZE: 17.375" X 17.375" X 8" NOTE: DRAIN NOT INCLUDED WITH SINK, PLEASE PLB3 INSTALLATION: INSTALL SO TOP OF SINK IS 34" AFF QTY: 6 PLB2 FAUCET AND POP UP DRAIN @ MEN'S & WOMEN'S LOCKER ROOMS MANUFACTURER: KRAUS CONTACT:.VAW.FAUCET.COM ITEM #: KVF-2180-PU- 1 OSN DESCRIPTION: SINGLE LEVEL VESSEL FAUCET AND POP UP DRAIN SIZE: 14 1/2" SPOUT HEIGHT: 9" SPOUT REACH: 7 1/4" FINISH: SATIN NICKEL NOTE: HARDWARE INCLUDED, SINGLE HOLE CONFIGURATION QTY: 6 RUBBER FLOORING RI RUBBER FLOORING @ FREE WEIGHTS MANUFACTURER: US RUBBER CONTACT: RON (315) 572-6274 STYLE: 06006 COLOR: BLACK W/20% CREAM (98) TAN COLOR SIZE: 5'WIDE ROLLS THICKNESS: 3/8" R2 RUBBER FLOORING @ FREE WEIGHTS ACCENT STRIP MANUFACTURER: US RUBBER CONTACT: RON (315) 572-6274 STYLE: SPORT ZORB COLOR: BLACK W/20% ORANGE FLECK (104) • ww DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 1725 westlake avenue north suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 1 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 4310 Wheaton Way BREMER TON, WA 98310 STAINED CONCRETE TBD SC1 STAINED CONCRETE AS INDICATED ON FLOOR FINISH PLAN b MANUFACTURER: INCRETE SYSTEMS INC. l WWW.INCRETE.COM CONTACT: 800-752-4626 MODEL: STAIN-CRETE COLOR: WALNUT INSTALLATION: APPLY ACID STAIN AND THEN COAT OF CLEAR EPDXY OVER ACID STAIN AND THEN COVER WITH 1 - 2 COATS OF URETHANE SC2 STAINED CONCRETE AS INDICATED ON FLOOR FINISH PLAN MANUFACTURER: INCRETE SYSTEMS INC. / WWW.INCRETE.COM CONTACT: 800-752-4626 6294 MODEL: STAIN-CRETE REGISTEREDARCHITECT INSTALLATION: APPLY ACID STAIN AND THEN COAT OF CLEAR EPDXY OVER ACID STAIN AND THEN COVER WITH 1 KEITH I SMITH 2 COATS OF URETHANE T 7STATE 100'F WASHINGTON COLOR: RUST BROWN SC3 STAINED CONCRETE AS INDICATED ON FLOOR FINISH PLAN MANUFACTURER: INCRETE SYSTEMS INC. / WWW.INCRETE.COM CONTACT: 800-752-4626 REVISIONS MODEL: STAIN-CRETE COLOR: BRONZE 1 PERMIT 10.17.14 INSTALLATION: APPLY ACID STAIN AND THEN COAT OF CLEAR EPDXY OVER ACID STAIN AND THEN COVER WITH I - 2 COATS OF URETHANE STONE ROCK FINISHES SRI STONE ROCK FACING @ WATER WALL (SEE ELEVATIONS) MANUFACTURER: CULTURED STONE CONTACT: YO)VW.CULTUREDSTONE.COM RNISH r PRODUCT: CULTURED STONE "CHEDULE STYLE: PRO -FIT LEDGESTONE COLOR: MOJAVE #PF8014 SHEET NUMBER ACCESSORIES AC 1 Waterfall @ lobby MANUFACTURER: Blu World CONTACT: Leigh Martin (407)-426-7674 ext 7008 MODEL#: WW105 SIZE: 48"w x 96"h x 18"d FINISH: stainless steel MOUNT: centered WATER WALL MATERIAL: clear w ROCKS: white NOTE: to include all necessary pumps, filtration, and decorative rock QTY: 1 CERAMIC TILE CTl Tile @ men's and women's locker rooms/toilets/shower walls DISTRIBUTOR: Emser Tile 323-650-2000 COLOR: Strands Biscuit SIZE: 12" x 24" GROUT: Laticrete COLOR: #30 Sand Beige CT2 Tile @ men's and women's locker room floors except showers DISTRIBUTOR: Emser Tile 323-650-2000 COLOR: Origin Basis SIZE: 13" x 13" FINISH: Abrasive INSTALLATION: 30% OFFSET GROUT: Laticrete COLOR: #30 Sand Beige t 1 i lie , men's and women's shower floors DISTRIBUTOR: Emser Tile 323-650-2000 GROUP: Origin: Mountain Mosaic Blend SIZE: 2"x2" on 13"x13" Mesh NUMBER: F220RIGM01313MOB GROUT: Laticrete COLOR: #30 Sand Beige CT4 Accent the @ men's locker room tile accents above sinks — see elevation drawings MANUFACTURER: American Olean GROUP: Legacy Glass COLOR: Jungle Blend LG49 SIZE: 519" x Random Linear Mosaic Blend GROUT: Laticrete COLOR: #30 Sand Beige CT5 Accent Tile @ women's locker room tile accents above sinks — see elevation drawings MANUFACTURER: American Olean GROUP: Legacy Glass COLOR: Artic Blend LG45 SIZE: 5/8" x Random Linear Blend GROUT: Laticrete COLOR: #23 Antique White 10-r nt I FAN FANI Fans @ workout and group ex MANUFACTURER: Modern Fan Company CONTACT: www.ylighting.com ITEM #: MOD -BALL STYLE: ball ceiling fan FAN BODY: BA- brushed aluminum BLADE SPAN/ COLOR: 42-AL -42 inch aluminum LIGHT KIT: None DIMENSIONS: Fan body: 8" Sphere - Ceiling canopy: 5.25" NOTE: Wall mounted multiple fan control switch — MOD MF 009B INSTALLATION: 13'6" A.F.F. QTY: TBD F 1 Chair @ lobby CONTACT: www.accessfurniture.com (877) 787-0590 DESCRIPTION: Brown leather club chair ITEM: WSI-A-77-206 SIZE CHAIR: 29.5" W x 33" D x 30" H SIZE ARMS: height 23" and width is 3" SEAT HEIGHT: 15.5" and seat depth is 21" COLOR: Brown QTY: 4 F2 Ottomans @ outside group ex MANUFACTURER: Nathaniel Square CONTACT: w,,vw.ottomans.com ITEM: WSI189 DESCRIPTION: ottomans SIZE: 29 L X 21 W X 18H COLOR: Dark Brown QTY: 6 F3 Cafe Chairs @ lobby MANUFACTURER: Euro Style CONTACT: www.bar-stools-barstools.com (800) 926 4006 PRODUCT SKU: eu-02826 ITEM #: 72940 COLOR: Wenge/Chrome SEAT FINISH: Wenge FRAME FINISH: Chrome Steel SIZE: 20 in. W x 19 in. L x 35 in. H SEAT HEIGHT: 26 in. H DESCRIPTION: Contemporary counter stools with wenge seat and chrome legs — Set of two — Tendy C QTY: 2 F4 Cafe Table Base @ lobby CONTACT: Bruce Schoberg (727)213-0418 bws07n.diseountseating.net DESCRIPTION: Four Legged Chrome Base MODEL#: ORB30 — Bar Height FINISH: Chrome QTY: 2 174a Cafe Table Top @ lobby CONTACT: Bruce Schoberg (727)213-0418 bws07n.discountseating net DESCRIPTION: table top MODEL #: Laminated Round Top with Black T-Molding SIZE: 30" Round LAMINATE: # 863-58 Myriad Riboonwood QTY: 2 F5 Cube table @ lobby MANUFACTURER: Pedestal Source CONTACT: wvww.pedestalsource.com DESCRIPTION: chocolate walnut cube table ITEM #: CUBE-2323EBWL-18 FINISH: ebonized walnut veneer SIZE: 23"x23"x 18" QTY: 1 GRANITE GRl Granite @ men's locker room vanity CONTACT: www.marble,com 908-222-4000 TYPE: Emperador Dark ID: 947 EDGE STYLE: square eased edge THICKNESS: 1 '/z" GR2 Granite @ control desk top and women's locker room vanity CONTACT: www.niarli.te.com 908-222-4000 TYPE: Colonial Gold Ex _ ID: 578 EDGE STYLE: square eased edge THICKNESS: 1 '/2" GRAPHICS COMPANY: Store Decor CONTACT: John Farrell j_oh�nf/,& hestoredeconcom 972- 475 4404 TBD GRXI Graphics @ GRX2 Graphics @ GRX3 Graphics @ GRX4 Graphics @ GRX5 Graphics @ GRX6 Graphics @ GRX7 Graphics @ GRX8 Graphics @ LIGHTING L 1 Drum pendant @ workout and lobby MANUFACTURER: SEASCAPE CONTACT: www.seaseapelamps.corn MODEL: Thao SIZE: 18xl8x9 FABRIC: Orange Silk HUNG BY: Brushed Nickel Tubing w/Pivot INSTALLATION: NOTE: order with metal rod QTY: TBD L2 Drum pendant @ group ex MANUFACTURER: SEASCAPE - CONTACT: www.seascapelaii,�ips.corn MODEL: Thao SIZE:18x18x9 FABRIC: Taffeta Kiwi HUNG BY: Brushed Nickel Tubing w/Pivot INSTALLATION: see RCP drawings NOTE: order with metal rod QTY: TBD L3 Pendant @ control desk N A ,1THACTURER: Lite Source CONTACT: www.ligbtin di L.com MODEL: LS-19921 FINISH: aluminum DIMENSIONS: 9.5" x 4.5" BULB: 60w incandescent A type bulb INSTALL: A.F.F.6'6" QTY: 4 L4 NOT USED L5 Pendant @ vanities men's and women's locker rooms MANUFACTURER: ET2 Lighting CONTACT: www.atastores.coin MODEL: E20021-01 SIZE: 13" H x 3 '/2" D FINISH: chrome COLOR: white gloss LAMP: (1)60w Al Med F Incand INSTALLATION: A.F.F. 6' 0" QTY: 4 L6 Pendant @ group ex MANUFACTURER: Canarm COLLECTION: Dexter CONTACT: ,vvwvv%atgstores.coin MODEL: IPL318AO3AL FINISH: steel/aluminum finish frosted glass DIMENSIONS: 58.5" overall height x 15.75" Diameter BULB: (3)100w Al Med F Incand VOLT: 120 INSTALL: A.F.F. 9'0" NOTE: on dimmers QTY: 6 L7 NOT USED L8 Track fixture @ waterwall / front desk or comparable MANUFACTURER: DMF CONTACT: dnitliight.com SIZE: 12' track TRACK HEAD: DT380ONS QTY TRACK HEAD: (8 heads) TRACK: DT8NS QTY TRACK: LIVE END FEED: LE1NS QTY: 1 FINISH: Natural Steel INSTALLATION: A.F.F. I IV' L9 Fluorescent lighting @ MANUFACTURER: Full Spectrum Solutions CONTACT: yyw .f_ullspe ctru st711.}ticln,4.cc m. SYLE: UltraLux 4-Lamp 'T5 Fixture with Bulbs MODEL: ULHBT5-446 SIZE: 48in. x 13 3/4in. x 4in. NOTE,. with STET D1N1M1: RS INSTALLATION: A.F.F. 13'6" QTY: see RCP drawings L10 Inexpensive recessed can by architect / contractor INSTALLATION: see RCP drawings QTY: Locker Rooms see drawings Ll 1 Inexpensive recessed can vapor proof by architect / contractor INSTALLATION: see RCP drawings QTY: locker rooms shower see drawings L 12 Wall Sconce @ lobby CONTACT: wv w.liahtin„direct.coni MODEL: LS-1673 SIZE: 8"w x 9"h FINISH: polished steel/frosted glass LAMP: 1 60w E-12 socket (bulb included) INSTALLATION or group ex @ 5'-6" A.F.F. to bottom of fixture INSTALLATION: QTY: 2 LOCKERS LK1 Lockers @ men's and women's DISTRIBUTOR: TBD SIZE: 15"xl9"06" — 2/Tier STYLE: Self -edged FINISH: PLAM3 (6306-58 Wenge Strand by Formica) LK2 Locker bench a lockers men's and women's DISTRIBUTOR: TBD SIZE: 15" wide — 1-1/8" thick STYLE: Bull Nosed (Post Formed) NOTE: Use same laminate as lockers FINISH: PLAM3 (6306-58 Wenge Strand by Formica) QTY: TBD METAL LAMINATE ML1 Metal laminate @ on control desk 4" kick plate MANUFACTURER: Chemetal or comparable COLOR: # 702 Brushed Aluminum w/HPL ML2 Metal laminate @ on sides of soffits - workout MANUFACTURER: Chemetal or comparable COLOR: 413-Linear Aluminum PAINT P9 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Totally Tan 46115 FINISH: Satin P10 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Bagel #6114 FINISH: Satin P 16 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Wheat Grass #6408 FINISH: Satin P17 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Ancestral Gold 46407 FINISH: Satin P24 Paint as indicated on drawing — including ceiling MANUFACTURER: Sherwin Williams COLOR: SW Interactive Cream #6113 FINISH: Satin P31 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Toasty #6095 FINISH: Satin P32 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Tango #6649 FINISH: Satin P37 Paint as indicated on drawings MANUFACTURER: Sherwin Williams COLOR: SW Sassy Green #6416 PLASTIC LAMINATE PLAMI Laminate @ control desk vertical surfaces MANUFACTURER: Formica COLOR: # 863-58 Myriad Riboonwood FINISH: Naturelle INSTALLATION: install grain horizontally PLAM2 Laminate @ control desk workstation top MANUFACTURER: Formica COLOR: #5879-58 Cafe Weft PLAM21Laminate @ men's & women's lockers, vanity skirts, and toilet partitions MANUFACTURER: Formica COLOR: #6306-58 Wenge Strand FINISH: Matte PLUMBING FIXTURE PLBI Sink @ men's and women's locker rooms MANUFACTURER: Decolav CONTACT: www.faticet.com ITEM #: 1423-CWH DESCRIPTION: White square semi -recessed SIZE: 17.375" x 17,375" x 8" NOTE: drain not included with sink, please PL133 INSTALLATION: install so top of sink is 34" AFF QTY: 6 PLB2 Faucet and pop tip drain @ men's & women's locker rooms MANUFACTURER: Kraus CONTACT: www.faucet.com ITEM #: KVF-2180-PU-IOSN DESCRIPTION: Single level vessel faucet and pop up drain SIZE: 14'/2" SPOUT HEIGHT: 9" SPOUT REACH: 7 1/4" FINISH: Satin nickel NOTE: Hardware included, single hole configuration QTY: 6 RUBBER FLOORING R1 Rubber flooring @ free weights MANUFACTURER: US Rubber CONTACT: RON (315) 572-6274 STYLE: 06006 COLOR: Black w/20% cream (98) tan color SIZE: 5' wide rolls THICKNESS: 3/8" R2 Rubber flooring @ free weights accent strip MANUFACTURER: US Rubber CONTACT: RON (315) 572-6274 STYLE: Sport Zorb COLOR: Black w/20% orange fleck (104) R3 Rubber flooring @ kid's area MANUFACTURER: US Rubber CONTACT: RON (315) 572-6274 STYLE: Sport Zorb COLOR: 46 Brown Sand STAINED CONCRETE — TBD SC 1 Stained concrete as indicated on Floor Finish Plan MANUFACTURER: Increte Systems Inc. /www.increte.com CONTACT: 800-752-4626 MODEL: Stain -Crete COLOR: Walnut INSTALLATION: apply acid stain and then coat of clear epoxy over acid stain and then cover with 1 — 2 coats of urethane SC2 Stained concrete as indicated on Floor Finish Plan MANUFACTURER: Increte Systems Inc. /www.increte.com CONTACT: 800-752-4626 MODEL: Stain -Crete INSTALLATION: apply acid stain and then coat of clear epoxy over acid stain and then cover with 1 — 2 coats of urethane COLOR: Rust Brown SC3 Stained concrete as indicated on Floor Finish Plan MANUFACTURER: Increte Systems Inc. / www.increte.com CONTACT: 800-752-4626 MODEL: Stain -Crete COLOR: Bronze INSTALLATION: apply acid stain and then coat of clear epoxy over acid stain and then cover with 1 — 2 coats of urethane STAIN STI Wood door @ all wood doors MANUFACTURER: Sherwin Williams COLOR: SW #3115-K Bistro Walnut FINISH: Satin STONE ROCK FINISHES SR 1 Stone rock facing @ water wall (see elevations) MANUFACTURER: Cultured Stone CONTACT: www.culturedstone.com PRODUCT: Cultured Stone STYL,F,: Pro -fit ledgestone COLOR: Mojave #PF8414 TILE TRANSITION PROFILES — FOR FLOORS AND WALLS TTI Transition tile strip @ different elevations — see drawings MANUFACTURER: Schluter Systems CONTACT: www.schluter.com MODEL: Schluter — Reno-U FINISH: Brushed Stainless Steel (EB } NOTE: G.C. to determine height and length TT2 Transition tile strip @ tine on corners — see elevation MANUFACTURER: Schluter Systems CONTACT: %N vw.schluter.com MODEL: Schluter — ECK K FINISH: Brushed Stainless Steel (EB ) NOTE: G.C. to determine location, height and length VINYL BASE VB1 Vinyl Base @ throughout MANUFACTURER: Johnsonite COLOR: #45 Sandalwood CONTACT: www.johnsonite.com or comparable VINYL COMPOSITION TILE VCTI Floor tile @ kid's bathroom MANUFACTURER: IR.ER: Armstrong STYLE: Standard Excelon Imperial Texture COLOR: V1 #51948 Cinnamon Brown SIZE: 12"x l2" WOOD WD I Wood flooring @ group ex - by owner SIZE: 3/4" TYPE: Maple (tongue and groove) with sleeper system sub floor VINYL UPHOLSTERY VUP1 Vinyl upholstery @ equipment MANUFACTURER: Naugahyde COLOR: US-526 Sage /Spirit Millennium a - x a taF� Y lip ® All locker room dispensers to be brushed steel - this includes toilet paper holder; paper towel dispenser, soap dispenser, and seat protector dispenser if used (do not use white or black). ® All existing metal doors — to be painted P31 (SW Toasty # 6095). The frames to be painted the color of the wall ® All wood doors paint ST1— Briso Walnut #3115-K ® All ceilings to be painted P24 (SW Interactive Cream #6113) DATE: 10.17.14 JOB NO: 201100280.00 DRAWN: CHECKED: 4310 Wheaton way BREMER TON, WA 98310 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REVISIONS 1 PERMIT 10.17.14 FINISH SCHEDULE SHEET NUMBER ACCESSIBLE PUBLIC RESTROOMS This handout describes general requirements. For complete code requirements see the Interna- tional Building Code, Chapter 11, ANSI Al 17.1, and Washington State amendments. Toilet Rooms Public toilets should be easy to find and conveniently located, minimizing access effort and distance. Wheelchairs must be able to maneuver easily through doorways, vestibules and toilet stalls. If a wheelchair accessible stall is not available in a particular toilet room, a sign must direct the user to the closest available accessible toilet room. All public toilet rooms must provide at least one wheelchair -accessible toilet stall. In addition, when there are six or more toilets in a room, at least one ambulatory accessible toilet stall (for people who use crutches, a walker, or a leg brace, or who may have difficulty in rising) shall also be provided. Where more than one urinal is provided, at least one accessible urinal shall be provided. 301 X FM Sal X W2 CLEARANCE AT INA ER CLOSET MANEUVERING CLEAP.AN,- AT DOOR An accessible restroom must provide wheelchair access to all fixtures, and allow a wheelchair to turn 'full circle (not less than 60"in diameter). The wheelchair turning space may utilize the knee and toe clearance under the lavatory. Doors in any position may swing into the clear space for any fixture provided a wheel chair parking space of at least 30" by 48" is provided past the swing of the door. The clear floor spaces for fixtures may overlap, but any fixture may not overlap the clear space for another fixture. Public toilet rooms should avoid double doorways, which present safety hazards. Fixtures Accessible fixture placement and size must comply strictly with the Building Code and ANSI A117.1 regulations, since deviations can cause considerable use and safety problems. In public toilet rooms with multiple fixtures, the accessible fixtures should be located such that those using them will not obstruct access to the other fixtures. Figure 1: Typical Accessible Restroom. 6Di TURPJING CiRCtZ 3Q X 42-' MANEUVERING SPACE PAST DOOR `SYYNG 60=xW_ CLEARAN AT VATEF CLOSET Notes: 1. Maneuvering spaces can overlap. 2. A plumbing fixture cannot be in the maneuvering space of another fixture. City of Bremerton Department of Community Development 345 6th Street, Suite 600 Bremerton, WA 98337 s IF ALCOVE IS. b 24? DEE 36IF ALCOVE tS MANEUVERING CLEARANCE AT ONCE n0 X 4F MANELIVERIM SPACE PAST DOOR S"NG 60, TL RNI%v CIRCLE (360) 473-5275 Inspections: (360) 473-5870 Fax: (253)473-5278 1212312008 Where mirrors, towel fixtures and other toilet and bathroom accessories are provided, at least one of each shall be accessible. Mirrors or shelves shall be installed so that the bottom of the mirror or the top of the shelf is within 35" of the floor, or 40" if above the lavatory or counter. Drying equipment, towel or other dispensers, and disposal fixtures shall be mounted such that they may be reached 15" to 48" above the finished floor. Toilet paper and other dispensers or receptacles shall be installed from 7" to 9" in front of the toilet measured to the centerline of the dispenser. The outlet shall be 14" to 19" above the floor. Dispensers shall be installed with a clearance of 1'/2" minimum below the grab bar. In rooms used mostly by children, fixtures heights should be appropriately adjusted. See ANSI Al 17.1 for guidance. Lavatories At least one accessible lavatory shall be provided in every building or facility. Additional accessible rest - M im rooms may be required based upon the type of occupancy and the building size. Lavatories must have clear floor space in front of them not less than 30" wide by 48" deep. The clear floor space may include knee and toe clearances not to exceed 25" extending under the lavatory or lavatory. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. The total depth of the clear space beneath a lavatory shall be between 17" and 25" to allow for knee and toe clearance. Toe clearance height of 9" shall be not more than 6" of the total depth. Knee clearance shall be at least 27" high for a depth of 8", and at least 30" wide. Water and drainpipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Faucet control handles shall be located not more than 24" from the front edge of the lavatory or counter, and shall have lever handles or other shape that does not require tight grasping, pinching or twisting to operate. Self -closing valves shall remain open for at least 10 seconds per operation. Figure 2: Accessible Lavatory and Toilet Specifications. 'iu WD Fig. 604Z.1 Side Wall Grab Bar for Water Closet Fig. 604.3 Size of Clearance for dater Closet ACCESSIBLE 1ZE5TROOMS Page 2 0 Fig. 604.52 Rear Wall Grab par for Water Closet Figs. 606.3 Wght of Lmnftries and Sinks Accessible Stalls Wheelchair Accessible Stalls Wheelchair -accessible stalls containing floor -mounted toilets must be at least 60" wide (the lateral distance from the center line of the water closet to the nearest obstruction, excluding grab bars, shall be 16" to 18" on one side) and 59" deep (56" wide for wall -hung toilets). Entry to the stall must have a clear width of 32". Stall doors shall not swing into the required minimum area of the stall. Except for door swing, a clear unobstructed access not less than 48" in width for front approach and 42" for latch approach shall be provided outside toilet stalls. In other than stalls, a clear floor space of not less than 32", measured perpendicular to the wall on which the water closet is mounted, shall be provided in front of the water closet. In any toilet stall except those deeper than 65" for floor - mounted toilet or 62" for wall -mounted toilet, the front partition and at least one side partition shall provide a toe clearance of at least 9" above the floor. Grab Bars Grab bars shall be installed at one side and at the back of the toilet. The top of horizontal grab bars shall be from 33" to 36" above the floor. Grab bars located at the side shall be a minimum 42" long, be located not more than 12" from the rear wall, and extend at least 54" from the rear wall. Grab bars located at the back shall be a minimum of 36" long and shall extend at least 12" beyond the center of the water closet toward the side wall and at least 24" toward the open side of the water closet. Grab bars located at the back shall be mounted not more than 9" behind the water closet seat. Circular grab bars shall have an outside diameter of P/4" to2". shall provide a clearance of 1'/z" between the grab bar and the wall. A vertical grab bar 18" minimum in length shall be mounted with the bottom of the bar located between 39" and 41" above the floor, and with the center line of the bar located between 39" and 4 1 " from the rear wall. Grab bars shall be capable of supporting 250 pounds. Ambulatory Accessible Stalls Ambulatory accessible toilet stalls shall be at least 36" wide with an outward -swinging self -closing door. Grab bars shall be installed similar to that of an accessible stall except they shall be on each side of the 36" wide toilet stall. Accessible Toilets and Urinals Accessible toilets shall be between 17" and 19" tall measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Flush controls shall be mounted for use from the wide side of the water closet area and not more than 44" above the floor. Flush valves shall comply with fixture control requirements (see below), and shall not require a force greater than 5 lbs. to activate. Urinals A clear floor space measuring 30" wide by 48" deep shall be provided in front of urinals. Urinal shields shall have a clear space between them of not less than 30" and shall not extend farther than 6" from the front edge of the urinal rim. Urinals shall be stall -type or wall -hung with an elongated rim at a maximum of 17" above the floor. Flush valves shall comply with fixture control requirements (see below), and shall not require a force greater than 5 lbs. to activate. Fixture Controls and Door Hardware Handles, pulls, latches, locks and other operational devices on doors and fixtures shall have a lever or other implement that will permit the device to be operated by wrist or arm pressure and does not require tight grasping, pinching or twisting to operate. Door hardware shall be mounted not less than 36" and not more than 48" above the floor. r12 ;j Section 09 `t I �¢ 7--9 9 A9 — 230 530 — 230 (a) Below Grata Bar (6) Above Grab Bar Fig. 604.7 Disperser Lotion ACCESSIBLE RESTROOM5 Page 3 Chapter General `Chapter 5 contains technical criteria for elements that are ;typically found outside a building, but on the site (e.g., parking spaces and passenger loading zones). This chapter :also includes some specific building elements that may be Specifically scoped by the authority having jurisdiction to be accessible (e.g., stairways and windows). • Section 501 is a general statement about the Chapter 5 criteria being applicable for site and building elements that are referenced to this standard by the authority having jurisdiction. • Section 502 contains criteria for car -accessible and van -accessible parking spaces and their associated signage. • Section 503 provides criteria for passenger loading and drop-off zones. • When stairways must be accessible, Section 504 provides provisions for stairway construction as well as the lighting and striping of stairways. • The provisions in Section 505 are handrail requirements that are referenced from stairways (Section 504.6), ramps (Section 405.8) and when handrails are required along level walking surfaces (see Section 403.6). • Section 506 provides a reference to operable parts requirements for windows that are required to be accessible. 501 General 501.1 Scope. General site and building elements required to be accessible by the scoping provisions adopted by the administrative authority shall comply with the applicable provisions of Chapter 5. 4-This chapter mainly deals with general site elements such as parking and passenger loading zones and general build- ing elements such as stairways, handrails, and windows. Note that these provisions apply to site and building ele- ments as required by the scoping provisions (e.g., model codes) of the administrative authority (see Section 201). 502 Parking Spaces 502.1 General. Accessible car and van parking spaces shall comply with Section 502. **.*This section provides the technical requirements for acces- sible parking spaces for both cars and vans. Typically zon- ing ordinances establish the number of parking spaces required and the scoping documents (e.g., model codes) specify the number of accessible spaces required. Parking spaces designated for persons with physical disabilities are required by the model codes to be located on the shortest accessible circulation route to an accessible entrance of the building. In separate parking structures or lots that do not serve a particular building, a parking space for a person with a physical disability must be located on the shortest accessible circulation route to an accessible pedestrian entrance of the parking facility (see Commentary Figure C502.1). 502.2 Vehicle Space Size. Car parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces shall be 132 inches (3350 mm) minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) minimum in width where the adjacent access aisle is 96 inches (2440 mm) minimum in width. ❖ The minimum width of the accessible car parking space is required to be 96 inches (2440 mm), while the accessible van space can be either 132 inches (3350 mm) or 96 inches (2440 mm), depending on the width of the associated access aisle [see Figure 502.2, Commentary Figure C502.4.1(a) and Section 502.4.21. The combination of the parking space and the associated access aisle is what makes the total accessible parking space. The length of the space is left up to the designer of the parking lot or the administrative authority because the length is dependent on the types of vehicles the lot will serve. The length of an average car is 19 feet (5795 mm). 502.3 Vehicle Space Marking. Car and van parking spaces shall be marked to define the width. Where parking spaces are marked with lines, the width mea- surements of parking spaces and adjacent access 5-1 Chapter 5. General Site and Building Elements aisles shall be made from the centerline Of the mark- ings. EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle. The width of parking spaces must be designated in some manner.The most common way is painting stripes on the paved surface, but it could be some other alternative. This section provides guidance for the specific points used to measure the width of the accessible parking space. For access aisles, see Section 502.4.4. Where accessible park- ing spaces are part of a row of parking spaces or on the side adjacent to the access aisle, the width is measured to the center of the dividing/marking lines. An exception is allowed if the accessible space is adjacent to a curb or drive. Then the width can be measured to the edge of the space or to the outside edge of a painted line. ICC Al17.1-2009 COMMENTARY 502.4 Access Aisle. Car and van parking spaces shall have an adjacent access aisle complying with Section 502.4. Each accessible space must have an associated access aisle where persons may transfer from their vehicle. The access aisle must meet the location, width, length and marking requirements in the following subsection (see Figure 502.4). 502.4.1 Location. Access aisles adjoin acces- sible route. Two parking spaces shall bepermitted to share a common access aisle. Access aisles shall not overlap with the vehicular way. Parking spaces shall be permitted to have access aisles placed on either side of the car or van parking space. Van parking spaces that are angled shall have access aisles located on the pas- senger side of the parking space. 4-The access aisle is often the start or end of the accessible route between the accessible parking space and an accessi- ble building entrance. As such, the access aisle must meet Q D 0 0 0 i 132 min 96 min -ter ') An 3350 ""' FIGURE 502.2 VEHICLE PARKING SPACE SIZE access aisle serving access aisle serving van parking spaces car parking spaces - 0 U n pp o j� c' iJ area to area to Q n Q Q be be marked D marked o Q ll 60 min 10 min 525 1525 FIGURE 502.4 PARKING SPACE ACCESS AISLE ICC A117.1-2009 COMMENTARY accessible route requirements, including the 1:48 maxi- mum slope and a specified minimum width. The accessible route from other parking spaces or site arrival points may overlap the access aisle; however, if a built up curb ramp is used, it must not intrude into the access aisle. It is impor- tant that the slope in the access aisle be minimal to facili- tate transfers. Often, the pedestrian circulation route to and from parking spaces is located immediately adjacent to and across the front of the parking spaces. In this event, the front (or rear) of the vehicles could possibly overhang the curb and extend into the circulation path. The accessible route requirements prohibit such vehicle overhangs from reducing the required clear width of the circulation route. This can be accomplished by providing curb stops that limit the distance a vehicle can extend into the circulation path or by providing a circulation path width sufficient to accommodate the vehicle overhang [see Commentary Fig- ure C502.4.1(a)]. To minimize the amount of space committed to parking, the standard allows two adjacent accessible parking spaces to share a common access aisle. This is considered reason- able based on the unlikelihood of vehicles arriving simulta- neously at both spaces and the occupants using the access aisle at the same time. If that does occur, one can wait while the other loads or unloads. In most situations it is anticipated that a driver would choose forward or back- ward parking as necessary to orient the access aisle to the transfer side of the vehicle. However, because van access is almost always from the passenger side, when angled parking is provided for the van space, the access aisle must be on the passenger side. Since most converted vans pro- vide access through the passenger side, it would be benefi- cial to locate the van access aisle on the passenger side, even in straight -in parking. Chapter 5. General Site and Building Elements For safety reasons, it is important that the access aisle not overlap the road or driveway where vehicles could pos- sibly strike the person emerging from their vehicle. This is especially important when the option of parallel parking is provided [see Commentary Figure C502.4.1(b)]. The con- figuration for accessible parallel parking allows for either the driver or a passenger to transfer out of the vehicle. The U.S. Access Board is developing requirements for the public right-of-way, which includes street parking. While this document does provide similar requirements for areas where there are enough easements, often existing sidewalks and buildings may create situations where alter- natives must be considered. This proposed rule making is a good resource for practical alternatives for street parking configurations. The Department of Transportation has already started using this document as a means to provide equivalent facilitation. 502.4.2 Width. Access aisles serving car and van park- ing spaces shall be 60 inches (1525 mm) minimum in width. ❖ The required width of the parking space and adjacent access aisle is necessary to provide sufficient space for a person in a wheelchair to enter and exit a vehicle and to do so without being in the vehicular way. The "universal space" for vans is a 132-inch-wide (3350 mm) parking space with a 60-inch-wide (1525 mm) access aisle. The exception to Section 502.2 would still permit the 96-inch-wide (2440 mm) van parking space adjacent to the 96-inch-wide (2440 mm) access aisle. Both spaces result in a total width of 182 inches (4880 mm). Using the 60-inch (1025 mm) aisle for both van and car spaces may help dis- courage parking in the access aisle. A side lift mechanism that operates perpendicular to the van requires an aisle that is 96 inches (2440 mm) wide. The required 96 inches (2440 mm) is based on the distance accessible route --- -------- -- ---- rn o - - o U 96 min 60 min 96 min 96 min 96 min 2440 1525 2440 2440 2440 252 min 6400 FIGURE C502.4.1(a) ACCESS AISLE CONNECTED TO AN ACCESSIBLE ROUTE 5-3 Chapter 5. General Site and Building Elements the rift exrendq nut from the side of the vehicle, i.e., 48 inches (1220 mm) for the lift and 48 inches (1220 mm) for the wheelchair that exits the lift perpendicular to the side of the vehicle (see Commentary Figure C502.4.2). 502.4.3 Length. Access aisles shall extend the full length of the parking spaces they serve. u: VehicieS vary in len rh The access aisle must be the same length as the parking space it serves, be it compact car, van or bus. The average length f—nr an narking Space is 19 feet r---_a (5795 mm). The length of parking spaces is typically man- dated by zoning lases or local_ ordinances. L ICC A117.1-2009 COMMENTARY 502.4.4 Marking. Access aisles shall be marked so as pan. ... �ialnc arc to discourage parking in them. VVIIu C aw�� u,�,. � marked with lines, the width measurements of access aisles and adjacent parking spaces shall be made from the centerline of the markings. EXCEPTION: Where access aisles or parking spaces are not adjacent to another access aisle or parking space, measurements shall be permitted to include the full width of the line defining the access aisle or parking space. ❖ The access aisle should be marked or surfaced in a manner that makes it clear the access aisle is not a parking space. 36 MIN FIGURE C502.4.1(b) ACCESSIBLE STREET PARKING FIGURE C502.4.2 ACCESSIBLE VAN (Drawing courtesy of U.S. Acess Board) 5-4 [CC All7.1-2009 COMMENTARY Chapter 5. General Site and Building Elements The access aisle must remain clear to allow for a person to approach the vehicle in a wheelchair and transfer into the car. The most common method of marking is striping on the paved surface. It is recommended that the access aisle should not be painted a different color over the entire sur- face. The types of paints typically used on parking lots are exceptionally slippery when wet and could cause problems during the approach and transfer to the vehicle in wet weather. The width of the access aisle must be designated in some manner. The most common way is painting stripes on the paved surface, but it could be some other alternative. This section provides guidance for specific points to measure the width of the access aisle (See Section 502.3 for vehicle space marking). Where accessible parking spaces and access aisles are within a row of standard parking spaces, the width of the access aisle is measured to the center of the dividing/marking lines. The exception addresses access aisles adjacent to a curb or drive. The aisle width can then be measured to the outside edge of the line or whatever marks the edge of the space, such as a raised curb. 502.5 Floor Surfaces. Parking spaces and access aisles shall comply with Section 302 and have surface slopes not steeper than 1:48. Access aisles shall be at the same level as the parking spaces they serve. ❖ The accessible parking space and access aisles must be at the same elevation to facilitate entering and exiting a vehi- cle by a person in a wheelchair. It is unreasonably difficult to make the transition when the parking space and its access aisle are not level (with a slope of 1:48 maximum) or do not have a stable surface. Built-up curb ramps must be located so that they do not overlap the access aisle. The suitability of an accessible route depends on certain characteristics of the surface itself. This section requires compliance with the general provisions of Section 302, which addresses characteristics that relate to both safety (slip resistance) and usability (stable and firm). Note that Section 104.4 states that the term "floor surface" refers to the finished floor or ground surface, as applicable. Ambulatory and semi -ambulatory people who have dif- ficulty maintaining balance, as well as those with restricted gaits, are particularly sensitive to slipping and tripping hazards. For such people, a stable and regular surface is necessary to walk safely. Wheelchairs are propelled most easily on surfaces that are hard, stable and regular. Soft, loose surfaces such as sand, gravel, crushed stone or wet clay, and irregular surfaces such as cobblestone, signifi- cantly impede movement of a wheelchair. A stable surface is one that remains unchanged by con- taminants or applied force, so that when the contaminant or force is removed, the surface returns to its original condi- tion. A firm surface resists deformation by either indenta- tion or particles moving on its surface. It is not the intent of the standard to require only paved surfaces; however, any other types (e.g., wood chips, gravel) would need to be evaluated. Slip resistance is based on the frictional force necessary to keep a shoe or crutch tip from slipping on a walking sur- face under the conditions of use likely to be found on a given surface. For example, outside surfaces or entryways may be wet from rain or snow and should be evaluated under those conditions. Although it is known that the static coefficient of friction is one basis of slip resistance, there is not as yet a generally accepted method to evaluate the slip resistance of walking surfaces for all use conditions. 502.6 VerticalClearance. A vertical clearance of 98 inches (2490 mm) minimum shall be provided at the fol- lowing locations: 1. Parking spaces for vans. 2. The access aisles serving parking spaces for vans. 3. The vehicular routes serving parking spaces for vans. ❖ A height of 98 inches (2490 mm) minimum will accommo- date most high -top lift -equipped vans. Vans retrofitted with lifts may have a higher profile because the roof of the van is raised to provide headroom within the van for some- one sitting in a wheelchair. This is typically a concern in parking garages. The clearance must be maintained for the entire route from the entrances to the garage, to the acces- sible space and back out of the garage (including garage doors). Although not required, because parking garages typi- cally do not have adequate clearance throughout the garage, signage indicating the route to the van acccssible spaces and the route to exit from those spaces would be beneficial to the user of the space as well as to the garage owner/operator. 502.7 Identification. Where accessible parking spaces are required to be identified by signs, the -signs shall include the International Symbol of Accessibility com- plying with Section 703.6.3.1. Signs identifying van parking spaces shall contain the designation "van accessible." Such signs shall be 60 inches (1525 mm) minimum above the floor of the parking space, mea- sured to the bottom of the sign. ❖ The International Symbol of Accessibility identifies the space as reserved for authorized vehicles. Typically, state Department of Transportation regulations have an addi- tional requirement for text on the accessible parking sig- nage, including fines for illegal parking. The required "van accessible" designation is intended to be informative, not restrictive, in identifying those spaces that are better suited for van use (see Commentary Figure C502.7). Signs designating parking spaces for a person with a physical disability are seen from a driver's seat if the signs are mounted high enough above the ground and located at the front of a parking space. This provision effectively means that painting a symbol on the surface of the parking space does not by itself comply with the standard because it will be obscured when a vehicle is parked in the space, or by weather conditions, wear and tear darkness. Vehicle and traffic laws in many jurisdictions require that the symbol be mounted on a post or wall in front of the space as well as painted on the ground surface within the parking space. The sign for the space must be located or configured so that it will not be a protruding object (see commentary, Section 307.3). 5-5 Chapter 5. General Site and Building Elements FIGURE C5017 EXAMPLE OF ACCESSIBLE PARKING SPACE SIGNAGE 502.8 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. The access aisle is often the start or end of the accessible route between the accessible parking space and the accessi- ble entrance. Often, the circulation route to and from park- ing spaces is located immediately aija ;eiit to at,'" across the front Of the parking Spaces. in this event, the front (tit' rear) of the vehicles will overhang the curb and extend into the circulation path. The accessible route requirements prohibit vehicle over- hangs from reducing tine required clear ;width of the circu- lation route. This can be accomplished by providing curb stops that limit the distance a vehicle can extend into the circulation path or by providing a wider circulation path width sufficient to accommodate the vehicle overhang [see Commentary Figure C502.4.1(a)]. 503 Passenger Loading Zones 503.1 General. Accessible passenger loading zones shall comply with Section 503. 4- Passenger loading zones are typically required at institu- tional facilities such as assisted living facilities, hospitals and nursing homes. Passenger loading zones, when volun- tarily provided, should also comply with these provisions. Passenger loading zones that serve a particular building entrance should be located on the shortest accessible circu- lation route to an accessible entrance of the building (see Commentary Figure C503.1). Passenger loading zones are fairly common at hotels; assembly occupancies such as theaters, convention facili- 5-6 ICC All17.1-2009 COMMENTARY Chapter 5. General Site and Building Elements ties, places of worship and restaurants; and at larger office and mercantile buildings. Where a parking valet service is provided, a passenger loading zone will be present. 503.2 Vehicle Pull-up Space Size. Passenger loading zones shall provide a vehicular pull-up space 96 inches (2440 mm) minimum in width and 20 feet (6095 mm) minimum in length. 4-Passenger loading zones function in much the same man- ner as the access aisle adjacent to an accessibleparking space except that they are not located at a permanent park- ing space. Passenger' loading zones serve areas at which a vehicle will temporarily stop to load and unload passen- gers, and then' depart.' The vehicle space must be at least as wide as an accessible parking space and be the same length as the associated access aisle '(see Section 503.3.3). 503.3 Access Aisle. Passenger loading 'zones' shall have an adjacent access aisle complying with Section 503.3: ❖ An access aisle that serves as the passenger drop-off must have a stable and firm surface and be connected" to an accessible route. The accessible route is typically accom- plished with either a curb cut or a passenger drop-off and access aisle being constructed at the same elevation as the adjacent sidewalk. The following subsections contain cri- teria for the adjacency of the access aisle, the size and the markings (see Figure 503.3)., 503.3.1 Location. Access aisles shall adjoin an accessi- ble route. Access aisles shall not overlap the vehicular way. ❖ There must be an accessible route between the passenger drop-off zone and the accessible entrance. For safety the access aisle must not overlap any portion where there may be other moving vehicles, such as a car aisle or driveway (see Commentary Figure C503.1). 503.3.2 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches (1525 mm) minimum in width. ❖'The access aisle must be the same width as that ,required for an accessible parking space (see Section 502.4.2). The width of the parking space' and adjacent access aisle» 503.3.3 Length. Access aisles shall be 20 feet (6095 mm) minimum' in length. The required length of 20 feet (6095 mm) provides the nec- essary range in which a vehicle can maneuver into and out of the space with the passenger side doors of the vehicle remaining positioned within the loading zone. 503.3.4'Marking. Access aisles shall be marked so as to discourage parking in them. ❖ The access aisle should be marked or surfaced in a manner that makes it clear the access aisle is not a parking space (see Commentary Figure C503.1). The access aisle must remain clear to allow a person in a wheelchair to approach the vehicle and transfer. into the car. The most common method is striping on the paved surface. The access aisle should not be painted a different color over the entire sur- face. The types of paint typically used on parking lots are exceptionally slippery when wet and could cause problems during the approach and transfer to the vehicle. 503.4 floor Surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with Section 302 and shall have slopes not steeper than 1:48. Access aisles shall be at the same level as the vehicle pull-up space they serve. ❖ The accessible passenger loading zone and access aisle must be at the same elevation to facilitate a' person in a wheelchair entering and exiting a vehicle. If would be unreasonably difficult to do so if the access aisle adjacent to the vehicle is not level (with a slope of 1:48'maximum), and does not have a stable surface. Note that Section 104.4 states that the term "floor surface" refers to -the finished floor or ground surface, as applicable. Ambulatory and semi -ambulatory people who have dif- ficulty maintaining balance and those with restricted gaits are particularly sensitive to slipping and tripping hazards. For those people, a stable and regular surface is necessary to walk safely. Wheelchairs are propelled most easily on surfaces that are hard, stable and <regular. Soft, loose sur- faces such as sand, gravel, crushed stone or wet clay, and irregular surfaces such as cobblestone, significantly impede movement of a wheelchair. must provide sufficient space for a person in a wheel -chair A stable surface is one that remains unchanged by, con - to enter and exit a vehicle and to do so without being in the taminants or applied force, so that when the contaminant or vehicular way. force is removed,' the surface returns to its original condi- 20 feet min 6095 60 min area to be marked 1525 DO FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE 5-7 Chapter 5. General Site and Building Elements �_�`........,.�: ,.., 1... Thar indenta- tion. A firm surface resists dewlivaL=vix vy tion or particles moving on its surface. It is not the intent of the standard to require only paved surfaces; however, any other surface type (e.g., wood chips, gravel) would need to be evaluated. Slip resistance is based on the frictional force necessary to keep a shoe or crutch tip from slipping on a walking sur- face under the conditions of use likely to be found on the surface. For example, outside surfaces or entryways may be wet from rain or snow and should be evaluated under those conditions. Although it is known that the static coef- ficient of friction is one basis of slip resistance, there is not as yet a generally accepted method to evaluate the slip resistance of walking surfaces for all uses. 503.5 Vertical Clearance. A vertical clearance of 114 inches (2895 mm) minimum shall be provided at the fol- lowing locations: Vehicle pull-up spaces; 2. The access aisles serving vehicle pull --up spaces; 3. A vehicular route from an entrance to the passen- ger loading zone, and; 4. A vehicular route from the passenger loading zone to a vehicular exit serving vehicle pull-up spaces. ❖ A height of 114 inches (9 ft.-6 in.) or (2895 mm) minimum will accommodate most high -top lift -equipped vans and small buses. A van retrofitted with a lift may have a higher profile because the roof of the van is raised to provide headroom within the van for someone sitting in a wheel- chair. This is typically a concern at entrance canopies (see Commentary Figure C503.5). 504 Stairways 504.1 General. Accessible stairs shall comply with Sec- tion 504. Stairs cannot be part of an accessible route intended for use by persons who use wheelchairs. Stairs are "accessible" ICC A117.1-2009 COMMENTARY only to the extent that they comply with Section 504. These criteria for stairs provide greater usability for per- sons who are ambulatory, but have a mobility disability; in this case, stairs may be usable as a means of ingress and egress. Use of these criteria throughout a building or com- plex of buildings will also provide consistency that persons with vision impairments can rely on in their travels. The model codes contain provisions for stairways that are iaaGre extewi.'e than the provisions in this section. For example, there are no provisions in this standard for guards cr_ adjacent t ^r CnnQiQtP.nrv/variation in at drop-o��N adjacent to stair,. stenc- the riser height along a stairway run. Additionally, this standard does riot address specifics that are unique to spiral and curved stairways. 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser height and uniform tread depth. Risers shall be 4 inches (100 mm) minimum and 7 inches (180 mm) maximum in height. Treads shall be 11 inches (280 mm) minimum in depth. + A great deal of research has been conducted and much debate has occurred over appropriate tread and riser dimensions, much of it in the forums for development of the model building codes. The tread and riser dimensions specified in this standard are consistent with those in the model building codes, with the exception of those stairs that are within individual dwelling units. The tread depth is based on the largest shoe size found within 95 percent of the adult population. An l I -inch (280 mm) tread allows for an appropriate amount of overhang beyond the tread nos- ing in descent. The combination of an 11-inch (290 mm) tread and a 7-inch (180 mm) rise provides a favorable stair- way geometry for user comfort, expenditure of energy and rate of misstep as measured in research. If a nosing is pro- vided in accordance with Section 504.5, the minimum tread depth must be measured past the nosing to allow for proper foot placement when descending the stairs (see 1 `s- ure 504.2 and Commentary Figure C504.2). Dimensional uniformity in riser and tread dimensions greatly reduces the tripping hazard for all users. Minimum requirements for variation along a stair flight are addressed in the model codes. / 11'min V- i� 2gU _ <j, FIGURE 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS a_a 1 , /uJXtll TYnJbIW -�?11W 1 1 % 1 1 1 1 1 z z a Provide Means p Egress tllumina lcn at 1 €ootpaneile 1 at a l m s the buildlnc Is occupied. The Accessibility f eGUireritenis: 1 1 o = q Power to the fixture shall be, supplied by the PFS 3tiEt electrical supply. A I This structure must comply Yft mergency electrical syl tsrn ml,s: Illum;natj all accessibility requirements pet° 1B.0 1 ;1 pll areas ac required by IBC Sz-ct;on low, •m Chapter 11 alid the ?Vi311Y.nQtfln,,tate 1 1 M-Men€ `Is. 1 1 � ; 1 N g 1 1 .9/L t-,9£ .Ot-,6£ .0- .01, 1 1 p 1 ❑— ❑ 1 1 t a ',T signs s a.; be 3n'.l:rr=taily Jr extefRaity MumIrated any must be p•pvidec 4vtih an 2trergercy 1 Power source. EXIT shad � in capitj3 b€pck felte=s 1 1 1 3 w z ra?less tha.lt 6" h{ph in height with a S?tcke of rrt tsss t'.,n 3/<". 1 1 Mzo Nz aVl c IL p 10 a� 2 .ds 0�5 o 'L gg 1 1 1 \SO_00 1 LLa3?XyO SiF 1 1 �N�or �� Nam bt bI 1 1 N �pv om yN J �R W _g= M. 15 II 1 1 1 voZoS a�a �H oa 1 p a�¢in �� •I �.. 1 1 w= i4e: n -_ v Q, Q, I ° p 1 1 1 1 r- N k vN t~6 t0� WZ :z ®mnn �. tI � N � t 1 4T � 'NMJJIW n I 7Ilk1RID 0l ,/S N m (t) WdL TWM a13WNW .9 ONUSDO A -at - AU-196 AD-.9t W A9(9 MkV1 (t) WV TRIM W= =WG dD 1! 09 MOYM .0-.09 _gin x V% 1 m I 1 I I I 1 I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I 1 1 1 I 11 II I I I I I I I I I I I I 1 I J 1 MAR 17 9015 Vdy of Bremerton, DCD ® ss MUST % IOM L Wf H ALL "UN Ste; T TTCCD Valid€tv of Permit, T`r e issuance or Cgea ¢ g of a perrNk shall not be constrwed to be a permit tor,or an approval of, any violation o= the provisions of the Inter national Cods ter any Other old trance of the City - t B.-am•erlon. Permits P, .es u s i q to give a o i°d to violate or c-pncel the . sips of the inte na' oral Codes a d of,di lances ,f tine C. -o Bremerton shall not e valid. (lac '05 & 1 C 9v5.�) Exit d c s snail n� readily Cpenablp frorn the gress side y t�!Iui theuse o4 a key special . kno�,+ edge effort. The unlatching of any leaf shall not rac iiPe (F �'e tha One perat Oil. . - A A Certificate isrequired before the b , 4 : y Men to the public The t e ,¢ c t?ccupancy is issued after r ion,s have been approved 5 -F3 )1-1 00 -7 b-7 DOOR SCHEDULE SIZE I THK. ICITY. I TYPE I DESCRIPTION DOOR NOTES ALL DOORS TO BE COMPUANT WITH STATE WNI HANUWAHL J-1,N W ANU 4u ABOVE THE FlNISH FLOUR. ACCESSIBILITY CODES EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 LBS, -PROVIDE MNYL CUT LETTERS NOT LESS THAN I" HIGH WHIGH CONTRAST WITH BACKGROUND STATING "THIS DOUR TO REMAIN UNLOCKED WEN BUILDING IS OCCUPIED". LABELED DOORS SHALL NOT EXCEED 5 LBS. SUCH PULLAND PUSH EFFORT BEING APPLIED AT A RIGHT -'SC" IS SCUD CORE DOOR ANGLE TO THE DOOR. -NO CLOSERS AT NEW DOORS HARDWARE SCHEDULE D. DESCRIPTION I MANUFACT. CATALOG NO. NO. DESCRIPTION MANUFACT. CAD PUS/PLAL BAR W/ KE O LOCK EXISTING g CLOSER EVES LEVER HANDLE WJ I SCHL?19 1 1 7 1 PANIC HARDWARE VON DUPRIN 4 WALL/FLOOR MID STOP IUSZR, 5 DOOR HINGES STANLEY 1 1-1/2 PAIR U526D LEGEND :DENOTES EXISTING WALL ----:DENOTES EXISTING WALL TO BE REMOVED ®:DENOTES NEW ACCENT WALL HT VARIES. SEE ELEVATIONS ®:DENOTES NEW MTL STUDS PER WALL SCHEDULE DIETRICH METAL STUDS WALL AT 8'-0" AFF —:DENOTES NEW MTL STUDS PER WALL SCHEDULE DIETRICH METAL STUDS ICC APPROVED - EVALUATION REPORT 92-19 UL V450 OP"BONS SYMBOL DENOTES DOOR, SEE DOOR SCHEDULE FOR ADD 'L INFO. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS 2. DO NOT SCALE DRAWINGS !!. DOOR TYPES: 3'-0" 3'-0' 3'-0" � 7 DOOR TYPE A DOOR TYPE A' DOOR TYPE B EXISTING STOREFRONT EXISTING STOREFRONT 1 3/4- SC DOOR DOOR AND JAMB DOOR AND JAMB SVIHWAJ( KEY Floor Plan Scale 1 /32n = 1'-0" WALL SCHEDULE TYP. SCREW GWB. BD. TO STUDS 0 8' OO AT PERIMETER 12' OC AT INTERMEDIATE STUDS W/1' LONG N0. 6 DRY WALL SCREWS CC TABLE 7B ITEM 16-11 CONT. DEEP LEG SLIP TRACK_ CHANNEL ATTACHED W/(2)/10 x 1-1/8" SCREWS ® 18' OO MAX. z EXISTING FIRE SARNO AND FREE SEALANT AT ROOF DECK JOINT (2) 5/e" TYPE 'x" GYP.BD. EA SIDE p METAL STUD WALL W/GYP. BD. LL SHELL PERMIT o I IIXIERN4943PIX SOUND INSULATION IF DUST'G. i' POWER DRIVEN FASTENERS 0 3 24" OC TO CONC SLAB ICC In 799 FLOOR LINE rfl� EXTENDED WALL TO UNDERSIDE OF STRUCTURE r I , 1R ftE NNI./00671G I7dL UL4i1 NOTE: EXISTING 1 HR WALL i0 BE CHANGED TO A 2HR FIRE ROOF DECK OR TOP OF CLG. EXISTING COM. DEEP LEG SUP TRACK ' CHANNEL ATTACHED W/(2)/10 x ._ 1-1/8" SCREWS 0 18" GO MAX. 5/8- GYP. BD. -BOTH SIDES ., ., TAPE. FLOAT AND PAINT BY GC 3 5/8" 18 GA. GALV. STEEL STUDS AT 16' O.C. BY GC g PROVDE BLKG. FOR STNDS. ICC ER 4943P I- "SIMPSCN" DPD120 a 247 O.C. ICC RR25469 SHOR i" "HILTI' OT PINS 0 24' oC j ICC ESR-H OF EXTENDED WALL TO UNDERSIDE OFSTRUCTURE g TERIOR INTERIOR C.I.P. CONCRETE WALL R-13 BATF INSULATION W/ VAPOR BARRIER 3-5/6' CALK STL. FRAMING 24' O.C. WITH TOP AND 80i TRACKS REINFORCING PER STRUCTURAL 5/8" TYPE 'X' GWD SCHEDULED PE —MAINTAIN I" AIR GAP STRUCTURAL (ALL WALLS EXCEED MIN. FIRE RATING CRITERIA) � P T3 E%ISTING EXTERIOR WALL WOOD CAP - PAINT 7'-10" 77 5/8" GYP. BD. -BOTH SIDE` TAPE, FLOAT AND PAINT BY �K3 5/8" 20 GA. GALV. STEE STUDS AT 24" O.C. BY GC PROVIDE BLKG. FOR STNDS. FLOOR LINE �TI� PARTIAL M. WALL ION RITE AD SIDE EXISTING 87 THICK CONC WALL 1/2" Z-CUP WITH 5/8- G 3-5/8- GALV. SR. FRAMING 24' O.C. WITH TOP AND BUT TRACKS REINFORCING PER STRUCTURAL (2) LAYERS 5/8' TYPE 'X' GWD ET5 CONCRETE WALL r I J AT EXISTING ROOM (2) LAYERS 5/8" GWB ONE SIDE FULL Hi ll L—� 45-8 1/2" 7'-2 1/2" 27'-2" F. 145'-0" AT EXISTING DOOR JAMB (2) LAYERS 5/8' GWB BOTH SIDES WITH FIRE CAULK AT JAMB ------------------- GU661E5 (1) LAYER 5/8- CWB BOTH SIDES OF EXISTING WALL FULL HT. n OPZIF EX 2,600 SF 50" PROOF WALL wnH GATT 60" IN-q- ATIO,(N 68'-4 1/4" PHASE I ADD (1) LAYER 5/8" GWB TO EACH SIDE OF EAST DEMISING WALL AND WALLS AT NORTH SIDE SHOWN WITH HEAVY BLACK DASHED LINE, FIRE TAPE UNOCCUPIED SIDE, LEVEL 4 TAPE AND PRIME OCCUPIED SIDE. AT DOOR OPENINGS ABUT GWB TO DOOR JAMB AND TAPE/FIRE CHAULK ALL 5/8" GWB TO BE FULL HT. 30'-0" WORKOUT ❑ FREE WEIGIT5 & FUNOTIOINAL TRAINING 5p00 SF 40'-0" L. 30'-0 1 /4" 39'-6 1/2" DATE: 10.17.14 Joe NO: 201100280.00 DRAWN: m. CHECKED: mitA Cie. 1725 westlake avenue north suite 210 Seattle, washington 98109 206838.5485 p 206:713.4076 FIT206.464.0700 f ksmith@smithoo.org httpilwww.smithm.org/ - F:tneSS ra O:sE 24-V 4220 Wheaton Way \ BREMERTON, WA 98310 J PHASE Ii 25'-9 1/2" REMOVE 60 FT. OF SECOND WALL AT OLD RITE AID SIDE AND APPLY GWB TO ROOF SHEATHING 12' s�29` APPLY 12' X 12' X 5/8" LAYER AT NW CORNER , \/ nRGa1ITTEERCTD OF OLD RITE AID SIDE, ALL GWB TO BE FULL HT. zo T 5" 10' n" ALL 5/8" GWB TO BE FULL HT. syt STATE OF W'=114GTIXN ❑ ❑ Z ©-© � I jl , ' Iw tiG - GFFIGE " 1 1 AN 120 SF REVISIONS --------- - -. -- --..--.- 1 PERMIT 10.17.14 © 10'-5" 2 PERMIT CORRECTIONS 11.21.14 RAY AREA ,-w 3 PERMIT CORRECTIONS 02.09.15 FLAY AFZNT- � MAX.X 7-wATERWALL T3 4 PERMIT CORRECTIONS 03.11.15 06aTS 12' X 12' 5/8' GWB (1) LAYER 1 �I = BOTH SIDES OF EXISTING OPENING GONTR0. CLN55 WINPON/ - ONE WAY eLA55 TO SEE IN AMID NOF OUF tl tl - tl i tl KIDS z rz tl = 1,000 SF 6LA55 WIWON/ - o FLOOR PLAN ai WAY eLA55 To tl EZE IN ANP NOF CUT O tl tl SHEET NUMBER A I -LI -----3-4.- 0-.-_ -------- I Layout Floor Plan ____________________ Scale 1/8n = 11-01, A1.0 �ir)P:\A/Al K 09 E i m IL 00 O co O r I� Q c E m co to c IL +d ® .,.. M L N tCf ti �O i s PROJECT DIRECTORY CLIENT ARCHITECT � �- .[. ITEM VENDOR 7 PRODUCTNAME ADDRE s wEBsITE PHONE CONTACT EMAIL ACCESSORIES DEFIBRILLATOR JAUTOMATED EXTERNAL DEFIBRILLATOR DEFIBRILLATOR P: (978) 561-5000 1 SUE DITUCCI BEVERAGE COOLERS LOCAL PEPSI DISTRIBUTOR SOFT DRINKS / COOLERS pepsico.com P: (781) 366-7418 KRISTEN (HALL) RINOWSKI kristen.rinowski@pepsico.com AUDIO VISUAL PLANET FITNESS TV CLUBCOM (PREFERRED) CLUB RADIO clubcom.com P: (412) 706-5360 ICHRI5 TRAY chhstray@clubcom.com TELEVISIONS MYE ENTERTAINMENT CLUB TELEVISIONS myeclubtv.com P: (315) 363-3726 1 STEVE JOANIS sales@adk-cc.com TRIANGLE TRUSS ADIRONDACK (PREFERRED) STRUCTURAL TRUSSES FOR CLUB TELEVISIONS adk-cc.com P: (315) 363-3726 STEVE JOANIS I sales@adk-cc.com KIGfla illi]LIFil_l i•i*..t ojl.41-"t.1 HAND DRYER / BATHROOM FIXTURES / PARTITIONS NEWTON DISTRIBUTING COMPANY CUSTOM PF DESIGNED DRYERS newtondistributing.com P: (877) 837-7745 DANA D'AGOSTINO dana@newtondistributing.com CHANGING ROOM STATIONS HOME DECORATORS MELANIE STOOL homedecorators.com BATHROOM PARTITIONS MATERIAL HANDLING SALES, INC BATHROOM PARTITIONS mathand.com P: (800) 458-6870 DON HATHORN dhathom@mathand.com UUMrru I tK15 COMPUTERS & ACCESSORIES ABC (DATATRACK) POS SYSTEM abcfinancial.com pfsupport@abcfinancial.com ENERGY SAVINGS REBATES SAVE ENERGY SAVE ENERGY SYSTEMS ENERGY SAVINGS saveenergysystems.com P: (617) 564-4442 PAUL LASKOW plaskow@saveenergysystems.com REBATES / INCENTIVES MANAGED ENERGY SYSTEMS ENERGY SAVINGS & REBATES energymes.com P: (913) 333-3713 LEAH MULLEN leah@energymes.com EQUIPMENT FITNESS CLUB WORKOUT PF EQUIPMENT COMPANY (MANDATORY) LIFE FITNESS / CYBEX PF CORPORATE P: (603) 750-0001 x301 (ADAM) ADAM RAITT adam.raitt@pfhq.com EQUIPMENT P: (603) 750-0001 x302 (CHRISTINA) CHRISTINA NYE christina.nye@pfhq.com METAL PAPER. TOWEL RODS PLANET FITNESS CORPORATE METAL RODS TO GO ON TOP OF TRASH PF CORPORATE P: (603) 750-0001 x302 CHRISTINA NYE chhstina.nye@pfhq.com BRANDED BLACK CARD DREAMSEAT BRANDED BLACK CARD FURNITURE dreamseat.com P: (631) 656-1066 RYAN HEENAN rheenan@dreamseat.com FURNITURE MASSAGE BEDS / LOUNGES HYDROMASSAGE (MANDATORY) JTL ENTERPRISES 15395 ROOSEVELT BLVD. P: (727) 536-5566 PAUL LUNTER plunter@hydromassage.com CLEARWATER, FL 33760 MASSAGE CHAIRS SMARTE CARTE (MANDATORY) MASSAGE CHAIRS 4455 WHITE BEAR PKWY. P: (800) 838-1176 BARBARA SLATER slaterb@smartecarte.com ST. PAUL, MN 55110 TANNING BEDS & BOOTHS JK NORTH AMERICA (MANDATORY) BED: ERGOLINE PASSION 40/3 sunergoline.com P: (870) 273-9198 (BRIGITTE) BRIGITTE KRATZ brigifte.kratz@us-jk-group.net BOOTH: SUNRISE 480 P: (870) 336-1591 (LAURIE) LAURIE JOHNSON laurie.johnson@jkamerica.com TANNING BEDS & BOOTHS HEARTLAND TANNING (MANDATORY) BED: OVATION 134 heartlandtan.com P: (916) 804-7055 (MARTY) MARTY SLOAN martys@heartlandtan.com BOOTH: SUNDAZZLER 160W P: (800) 230-9422 1-ANS CEILING FANS BIG ASS FAN COMPANY (PREFERRED) FANS 2425 MERCHANT ST. P: (859) 967-1687 PETE NUCKOLS pete.nuckots@bigasssolutions.com LEXINGTON, KY 40511 CEILING FANS KELLY FANS (PREFERRED) FANS 1612 HUTTON DR. STE. 140 4frontes.com P: (972) 236-2446 DAN LINDER dan.linder@entrematic.com CARROLLTON, TX 75008 I-INl,JHtS METALLIC FRP WAINSCOT MARLITE (PREFERRED) CROSSHATCH W/ EITHER SQUARE 5, SMOOTH, RIB, OR DOME TEXTURE marlite.com P: (603) 924-9128 M: (330) 260-7627 JAMIE McEDWARD jmcedward@madite.com METALLIC FRP WAINSCOT IMPACT SPECIALTIES (PREFERRED) WAINSCOT impactspecialties.com P: (908) 849-3073 M: (570) 419-0529 MICHELLE BUEHLER mbuehler@impactspecialties.com FRP IN TANNING ROOMS MARLITE (PREFERRED) BRANDED FRP marlite.com P: (603) 924-9128 M: (330) 260-7627 JAMIE MCEDWARD jmcedward@marlite.com FRP IN TANNING ROOMS IMPACT SPECIALTIES (PREFERRED) ACROVYN TEXTURE COLLECTION, MISSION WHITE impactspecialties.com P: (908) 849-3073 M: (570) 419-0529 MICHELLE BUEHLER mbuehler@impactspecialties.com PAINT SHERWIN WILLIAMS (MANDATORY) CUSTOM PF COLORS sherwin-williams.com P: (603) 742-6963 SHERWIN WILLIAMS WALLPAPER NORTHEAST COLOR INC. (MANDATORY) CUSTOM PF COLORS pfsignshop.com/pf/xcart P: (603) 436-8210 BILL FORTE pf@northeastcolor.com bill@northeastcolor.com TILE CREATIVE MATERIALS CORP. INTERIOR TILE creativemateriaiscorp.com P: (800) 207-2967 x7538 DONALD KELLISH pftile@creativematedalscorp.com TILE FITZGERALD TILE INTERIOR TILE fitzgeraldtile.com P: (800) 234-8453 CONNIE FITZGERALD con niefitzgerald@fitzgeraldtile.com RUBBER FLOORING ADIRONDACK RUBBER PRODUCTS (MANDATORY) BLACK W/ YELLOW & PURPLE FLECK adk-cc.com P: (315) 363-3726 M: (315) 335-3644 STEVE JOANIS sales@adk-cc.com RUBBER FLOORING ECORE INTERNATIONAL (MANDATORY) BLACK W/ YELLOW & PURPLE FLECK 715 FOUNTAIN AVE. LANCASTER, PA 17601 everlastflooring.com P: (515) 450-2144 MATT KOCH RANDY KISER matt.koch@ecoreintl.com gratefulhomeservices@yahoo.com FURNISHINGS LOCKER ROOM BENCHES WABASH VALLEY YELLOW, GREEN, PURPLE & BLACK FLAT TOP wabashvalley.com P: (800) 253-8619 x546 LESLEY BROUYETTE Ibrouyette@wabashvalley.com LOCKER ROOM BENCHES HOLLMAN, INC. BENCHES hollman.com P: (972) 815-4066 TINA SMITH tins@hollman.com ACCESSIBLE BENCHES LOCAL / CUSTOM BUILD CHANGING & LOCKER ROOMS TRASH BARRELS & ACCESSORIES WABASH VALLEY YELLOW, GREEN & PURPLE TRASH CANS wabashvalley.com P: (800) 253-8619 x546 LESLEY BROUYETTE Ibrouyette@wabashvalley.com STAINLESS STEEL ROUND TOP TABLE STACK CHAIR DEPOT STAINLESS STEEL ROUND TOP TABLE stackchairdepot.com P: (866) 586-9975 MARILYN madlyn@danielpaulchairs.com STAINLESS STEEL CHAIRS STACK CHAIR DEPOT ALUMINUM ARM CHAIRS stackchairdepot.com P: (866) 586-9975 MARILYN madlyn@danielpaulchairs.com HAND CHAIRS HAND SHAPED CHAIRS HAND SHAPED CHAIRS handshapedchairs.com P: (815) 980-4766 SHAWN BARBAGALLO WORKOUT MIRRORS THE MIRROR COMPANY WORKOUT MIRRORS them irrorcompany.com P: (800) 473-0619 DAVE MANESS dave@themirrorcompany.com BATHROOM MIRRORS NATIONAL ENERGY & LIGHT (PREFERRED) BATHROOM MIRROR nelcompany.com P: (603) 864-8635 JIM SCHMIDT jschmidt@nelcompany.com HVAC HVAC EQUIPMENT CARRIER CARRIER HVAC EQUIPMENT carrier.com/carrier/en/us P: (315) 317-2481 PAUL WITZ paul.witz@carrier.utc.com HVAC EQUIPMENT YORK / JOHNSON CONTROLS JOHNSON CONTROLS HVAC EQUIPMENT johnsoncontrols.com P: (405) 419-6351 1 WALT JACOBE walt.jacobe@jci.com 1��7Ia\Ulq A'1 STRUCTURED CABLING AUTOMATED SYSTEM DESIGN (ASD) STRUCTURED CABLING asd-usa.com P: (828) 624-1092 JOHN PERSUITTE jpersuitte@asd-usa.com MANAGED FIREWALL CERDANT MANAGED FIREWALL cerdant.com P: (877) 616-9384 TODD BARRETT pf@cerdant.com CLUB WIRELESS DEEPBLUE CLUB WIRELESS deepbluecommunications.com P: (518) 389-2719 REBECCA DOUGLAS rebecca@deepbluecommunications.com BACKUP INTERNET / CRADLEPOINT WYLESS BACKUP INTERNET / CRADLEPOINT wyless.com P: (617) 863-3221 MATTHEW TYRE planetfitness@wyless.com LUSH I INU GENERAL LIGHTING FIXTURES SPECIALTY LIGHTING GROUP HIGH BAY FIXTURES, LED LIGHTING, RECESSED LIGHTING, TRACK LIGHTING sslighting.com P: (508) 922-0786 ANUSH KAZARIAN ak@sslighting.com GENERAL LIGHTING FIXTURES NATIONAL ENERGY & LIGHT HIGH BAY FIXTURES, LED LIGHTING, RECESSED LIGHTING, TRACK LIGHTING nelcompany.com P: (603) 864-8635 JIM SCHMIDT jschmidt@neloompany.com SPECIALTY FIXTURES SMD LIGHTS PF BRANDED SCONCES smdlights.com P: (505) 247-4276 ELAINA BULOW elaina@smdlights.com LOCKERS MATERIAL HANDLING SALES, INC LOCKERS mathand.com P: (800) 458-6870 DON HATHORN HOLLMAN, INC. ILOCKERS I I hollman.com P: (972) 8154066 ITINASMITH EXTERIOR SIGNAGE VIEWPOINT ILLUMINATED LOGO & CHANNEL LETTERS viewpointsign.com P: (508) 393-8200 JEFF KWASS jell@viewpointsign.com EXTERIOR SIGNAGE IDENTITI RESOURCES EXTERIOR SIGNAGE identiti.net P: (847) 702-0644 LINDSEY JERZYK Ijerzyk@identiti.net EXTERIOR SIGNAGE PRIDE SIGNS EXTERIOR SIGNAGE pridesigns.com P: (519) 6224040 x226 RANDY STANTON rstanton@pridesigns.com EXTERIOR SIGNAGE BARLO SIGNS EXTERIOR SIGNAGE badosigns.com P: (800) 227-5674 x356 PAULA KELLEY paula_k@barlosigns.com INTERIOR SIGNAGE / GRAPHICS / DECALS / LUNK ALARM & LIGHT NORTHEAST COLOR (MANDATORY) INTERIOR SIGNAGE 280 HERITAGE AVE., UNIT E PORTSMOUTH, NH 03801 pfsignshop.com/pf/xcart P: (603) 436-8210 BILL FORTE pf@northeastcolor.com bill@northeastcolor.com INTERIOR SIGNAGE / GRAPHICS / DECALS ! LUNK ALARM & LIGHT SPECTRUM MARKETING COMPANIES (MANDATORY) MARKETING & SIGNAGE FORMS, CARDS, ETC. 95 EDDY RD. STE 101 MANCHESTER, NH 03102 P: (603) 627-0042 JANINE SOFFRON janine@spectrummarketing.com INTERIOR SIGNAGE / GRAPHICS / DECALS / LUNK ALARM & LIGHT DUNN BLUE (MANDATORY) INTERIOR SIGNAGE 1009 W. MAPLE RD. CLAWSON, MI 48017 pfsignage.com P: (248) 288-5600 BILL DUNN bill.dunn@dunnblue.com AB ANCHOR BOLT LAM LAMINATED ACOUST ACOUSTICAL LF LINEAR FEET AFF ABOVE FINISH FLOOR LG LONG, LARGE ALT ALTERNATE LL LANDLORD ALUM ALUMINUM LLH LONG LEG HORIZONTAL APPROX APPROXIMATELY LLV LONG LEG VERTICAL ARCH ARCHITECT/ARCHITECTURAL LP LOW POINT BD BOARD MAS MASONRY BLDG BUILDING MATL MATERIAL BLK BLOCK MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BM BEAM MED MEDIUM BOS BOTTOM OF STEEL MFR MANUFACTURER BRG BEARING MIN MINIMUM BS BOTH SIDES MISC MISCELLANEOUS BTM BOTTOM MO MASONRY OPENING BTS BUILD TO SUIT MTD MOUNTED BUR BUILT UP ROOF MTL METAL CI CAST IRON N NORTH CJ CONTROL JOINT NIC NOT IN CONTRACT CT CERAMIC TILE NO, # NUMBER CAB CABINET NTS NOT TO SCALE CEM CEMENT(ITIOUS) O/A OVERALL CG CORNER GUARD OFD OVERFLOW DRAIN CL CLEAR O/H OVERHEAD CL, C L CENTERLINE 0/0 OUT TO OUT CLG CEILING OC ON CENTER CMU CONCRETE MASONRY UNIT OD OUTSIDE DIAMETER CO CLEAN OUT OPNG OPENING COL COLUMN OPP OPPOSITE CONC CONCRETE P PAINT CONST CONSTRUCTION PC PIECE CONT CONTINUOUS PL, P PLATE CONTR CONTRACTOR PLAS PLASTER, PLASTIC CPT CARPET PLYWD PLYWOOD CR CARTRAIL,CHAIRRAIL PTD PAINTED CSK COUNTERSUNK QUAN QUANTITY D DEPTH; DEEP R RADIUS; RISER DBL DOUBLE RD ROOF DRAIN DEMO DEMOLITION REINF REINFORCING DET DETAIL REQD REQUIRED DIA DIAMETER RESIL RESILIENT DN DOWN REV REVISION, REVERSE DIM DIMENSION RM ROOM DO DOOR OPENING RO ROUGH OPENING DS DOWNSPOUT RQMTS REQUIREMENTS DWG DRAWING RTS REHAB TO SUIT E EAST RTU ROOF TOP UNIT EA EACH RWL RAIN WATER LEADER EB EXPANSION BOLT SCHED SCHEDULE EIFS EXT. INSULATION FINISH SYS. SD SELF DEVELOP EJ EXPANSION JOINT SF SQUARE FEET, STOREFRONT EL ELEVATION (FLOOR) SHT SHEET ELEV ELEVATION SIM SIMILAR ELEC ELECTRICAL SMS SHEET METAL SCREW EQ EQUAL SPECS SPECIFICATIONS EQUIP EQUIPMENT SQ SQUARE ENV EACH WAY SQ FT SQUARE FOOT/FEET EWC ELECTRIC WATER COOLER SS SERVICE SINK, STAINLESS STEEL EXIST EXISTING STD STANDARD EXP EXPOSED, EXPANSION STL STEEL EXT EXTERIOR STOR STORAGE FOF FACE OF FRAMING STRUCT STRUCTURAL FOM FACE OF MASONRY SUSP SUSPENDED FD FLOOR DRAIN T TREAD F/O FACE OF T/B TOP & BOTTOM FIN FINISH TEL TELEPHONE FL FLOOR T/O TOP OF FDN FOUNDATION TO TAKE OVER FS FLOOR SINK TOM TOP OF MASONRY FT FOOT, FEET TOS TOP OF STEEL FTG FOOTING TH THICK(NESS) GC GENERAL CONTRACTOR TYP TYPICAL GA GAUGE; GYPSUM ASSOC. UL UNDERWRITERS LABORATORY GALV GALVANIZED UNO UNLESS NOTED OTHERWISE GEN GENERAL V VOLT GL GLASS/GLAZING:GLUE VCT VINYL COMPOSITION TILE GWB GYPSUM BOARD VIF VERIFY IN FIELD H HIGH VERT VERTICAL HB HOSE BIBB W WIDTH; WASTE; WEST; WIRE HC HANDICAPPED W/ WITH HDW HARDWARE WC WATER CLOSET HM HOLLOW METAL WD WOOD HORIZ HORIZONTAL WT WEIGHT HP HIGH POINT W/H WATER HEATER HT HEIGHT W/I WITHIN HVAC HEAT., VENT., & AIR CONDITIONING W/O WITHOUT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INCL INCLUDE(ING) INSUL INSULATION INT INTERIOR, INTERMEDIATE JT JOINT 1. FIRE SPRINKLER TENANT IMPROVEMENT SHALL BE SUBMITTED BY G.C. ON SEPARATE PERMIT. 2. FIRE ALARM TENANT IMPROVEMENT SHALL BE SUBMITTED BY G.C. ON SEPARATE PERMIT. 3. ANY REQUIRED SEISMIC ENGINEERING DESIGN FOR NEW OR MODIFIED SPRINKLER SYSTEMS OR GAS PIPING SHALL BE SUBMITTED BY G.C. ON SEPARATE PERMIT. 4. EXTERIOR SIGNAGE - THE INSTALLATION OF EXTERIOR SIGNS WILL REQUIRE A SEPERATE PERMIT AND APPROVAL PROCESS, ARCHITECTURAL NORTH 1 WALL SECTION A101 1 1 A101 1 ELEVATION 1 A101 I DETAIL TAG L__J XXX CEILING TAG 100'-U' AFF 0 MATERIAL FINISH TAG +CEILING ELEVATION TAG 1D, - /,,i--� ---- OXX WINDOW TAG RM NAME ROOM TAG 0 DOOR TAG REVISION t^� 1. CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH PLANET FITNESS GUIDELINES. 2. CONTRACTOR SHALL COMPLY WITH ALL CODES, ORDINANCES, LAWS, REGULATIONS AND OTHER LEGAL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 3. BIDDING SUBCONTRACTORS SHALL VISIT THE SITE AND REVIEW EXISTING AS - BUILT CONDITIONS OF THE BUILDING. INCLUDE ALL WORK NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL SPACE AND AS NEEDED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. 4. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND PRIOR TO BEGINNING WORK. 5. IF INCONSISTENCY OCCURS ON THE DRAWINGS, THE HIGHER QUALITY SMALL. GOVERN UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. 6. ALL WORK SHOWN/NOTED ON THE DRAWINGS IS NEW WORK UNLESS SPECIFICALLY NOTED AS EXISTING. ALL ITEMS INDICATED AS EXISTING SHALL BE UNDERSTOOD TO REMAIN AND BE PROTECTED. 7. THE TERM "PROVIDE" ON THE DRAWINGS MEANS FURNISH AND INSTALL. 8. REPAIR/REPLACE ANY EQUIPMENT OR FINISHES DAMAGED DURING DEMOLITION AND INSTALLATION OF THE WORK; INCLUDING MECHANICAL, ELECTRICAL AND FIRE PROTECTION WORK. 9. PATCH SPRAYED -ON FIREPROOFING (IF ANY) WHERE DAMAGED BY DEMOLITION AND INSTALLATION OF NEW CONSTRUCTION. 10. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, CONTACT THE ARCHITECT FOR CLARIFICATION. 11. DETAILS AND NOTES ON DRAWING SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 12. PLAN PARTITION DIMENSIONS ARE NOMINAL FINISH SURFACE TO FINISH SURFACE UNLESS NOTED OTHERWISE. 13. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL SUBCONTRACTORS AND INSPECTIONS. CONTRACTOR SHALL ALSO COORDINATE WITH THE OWNER FOR ANY OUT -OF -CONTRACT WORK. 14. SEAL ALL PENETRATIONS WITH APPROPRIATE SMOKE STOPPING MATERIALS, PROVIDE FIRE STOPPING FOR ALL PENETRATIONS IN FLOORS, CEILINGS, CHASES AND FIRE RATED WALLS. 15, COORDINATE WITH OWNER AND LANDLORD FOR INSTRUCTIONS ON DELIVERIES, TRASH REMOVAL, STAGING, PARKING AND OTHER SIMILAR CONSTRUCTION RELATED ACTIVITIES. PROVIDE 48 HOURS NOTICE FOR ANY ACTIVITIES THAT WILL DISRUPT ADJACENT EXISTING TENANTS. 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, FIRE ALARM, PLUMBING, SIGNAGE (WHERE APPLICABLE) MECHANICAL & ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF THOSE SYSTEMS UNLESS NOTED OTHERWISE. 17. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. IN STUD WALLS SHALL BE BACKED WITH DRYWALL AS REQUIRED TO MAINTAIN WALL RATING. CONTRACTOR TO VERIFY WALL THICKNESSES REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. 18. PROVIDE DOUBLE STUDS & BLOCKING AS REQUIRED TO SUPPORT EQUIPMENT AND/OR MISCELLANEOUS ITEMS, - TYP. CASEWORK, GRAB BARS, ETC. 19. FIREPROOFING, SEALANTS & DAMPERS MAY NOT BE SHOWN ON SOME DETAILS FOR CLARITY. HOWEVER, ALL ASSEMBLIES MUST BE INSTALLED AS REQUIRED TO MAINTAIN RATING INDICATED ON PLANS. ALL PENETRATION SEALANTS OR ASSEMBLIES SHALL BE UL LISTED (OR EQUIVALENT) FOR INSTALLATION WITHIN THE RATED WALL ASSEMBLY NOTED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING CONSTRUCTION 20. WHERE WALL RATINGS APPEAR ON BOTH SIDES OF DOORS AND OR WINDOWS THE WALL TYPE SHOWN SHALL CONTINUE ABOVE THE FRAME TO THE CEILING OR STRUCTURE AS APPLICABLE. 21. THE HINGE SIDE OF ALL INTERIOR DOOR FRAMES SHALL BE PLACED 4" FROM THE ADJACENT INTERIOR WALL UNLESS NOTED OTHERWISE. 22. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS IN GOOD CONDITION TO NOTE & DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET OF PLANS SHALL BE RETURNED TO THE OWNER AS PART OF THE REQUIRED CLOSE OUT PACKAGE. 23. DEFERRED SUBMITTALS THE FOLLOWING ITEMS WILL BE SUBMITTED AS DEFERRED SUBMITTALS BY THE APPROPRIATE INSTALLING SUBCONTRACTOR OR VENDOR. FOR EACH DEFERRED SUBMITTAL ITEM, THE SUBCONTRACTOR OR VENDOR SHALL FIRST SUBMIT SIGNED AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL OR FIRE MARSHAL. ARCHITECT'S REVIEW WILL BE FOR GENERAL CONFORMANCE WITH THE BUILDING DESIGN ONLY. SUBCONTRACTOR OR VENDOR SHALL BE RESPONSIBLE FOR DETERMINING SUBMITTAL REQUIREMENTS AND PAYMENT OF ALL FEES FOR SUBMITTALS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE TIMING OF SUBMITTALS SO AS TO NOT INTERFERE WITH OVERALL CONSTRUCTION SCHEDULE, ALLOWING TIME FOR APPROPRIATE REVIEWS FOR ARCHITECT AND BUILDING OFFICIAL OR FIRE MARSHAL. NO DELAYS OR TIME EXTENSIONS WILL BE ALLOWED FOR FAILURE TO ALLOW APPROPRIATE TIME FOR REVIEW. SEE SCHEDULE THIS SHEET. TMITiTA61 CURRENT REVISION REVISION DATE NO. SHEET NAME GENERAL G001 COVER G002 ADA DETAILS G003 LIFE SAFETY PLAN A101 DEMO PLAN A102 FLOOR PLAN & DETAILS A103 REFLECTED CEILING PLAN A104 FLOOR FINISH PLAN Al05 EQUIPMENT PLAN A401 ENLARGED PLAN & ELEVATIONS A402 ENLARGED PLANS & ELEVATIONS A403 INTERIOR ELEVATIONS A404 INTERIOR ELEVATIONS A501 WALL SECTIONS A502 DETAILS A503 DETAILS A504 DETAILS A601 SCHEDULES 1. APPLICABLE BUILDING CODES: CITY OF BREMERTON, WA 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL FIRE CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FUEL AND GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ WASHINGTON AMMENDMENTS 2015 UNIFORM PLUMBING CODE W/ WASHINGTON AMMENDMENTS 2009 ICC/ANSI A117.1 ACCESSIBILITY CODE BREMERTON MUNICIPAL CODE 11, OCCUPANCY GROUP: A. PROPOSED: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) B. PREVIOUS: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) NO CHANGE IN OCCUPANCY, SQUARE FOOTAGE OR MEANS OF EGRESS III. CONSTRUCTION TYPE: A. V-B, UNPROTECTED, SPRINKLERED. ASSUMED CONSTRUCTION TYPE BASED ON OBSERVABLE CONDITIONS. EXTERIOR CMU WALLS, STEEL COLUMNS, LAMINATED WOOD ROOF STRUCTURE, INTERIOR METAL STUD FRAMED PARTITIONS. **ALL NEW CONSTRUCTION TO COMPLY WITH TYPE V-B CONSTRUCTION. B. FIRE RESISTANCE REQUIREMENTS (TABLE 601) 1. STRUCTURAL FRAME: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 2. EXTERIOR BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 3. INTERIOR BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 4. EXTERIOR NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 5. INTERIOR NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 6. FLOOR CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 7. ROOF CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602): LESS THAN 5'- 2 HOUR GREATER THAN 5' LESS THAN 10'- 1 HOUR GREATER OR EQUAL TO 10'- NOT REQUIRED *ALL EXISTING EXTERIOR WALLS HAVE FIRE SEPARATION DISTANCE GREATER THAN 10'- NO FIRE RATING REQUIRED. MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 704.8) UNLIMITED WITH SEPARATION GREATER THAN 30' GREATER THAN 25' - 70% GREATER THAN 10'- 15% GREATER THAN 20' - 45% GREATER THAN 5'- 10% GREATER THAN 15' - 25% LESS THAN 5'- 0% IV. FIRE PROTECTION SYSTEM: A. EXISTING BUILDING IS FULLY SPRINKLERED. SEE SPRINKLER DESIGN INTNENT DRAWINGS FOR MODIFICATION TO EXISTING SYSTEM. B. EXISTING FIRE ALARM SYSTEM, MONITORING AND NOTIFICATION. C. SPRINKLER AND FIRE ALARM SYSTEM MODIFICATIONS ARE DEFERRED SUBMITTAL ITEMS BY CONTRACTOR. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO SPRINKLER AND ALARM SYSTEMS TO ARCHITECT/ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO REVIEWING AUTHORITY. Vil. OCCUPANT LOAD SECTION 1004 - GENERAL MEANS OF EGRESS (TABLE 1004.1.2) EXERCISE AREAS = 50 SF GROSS/OCC. (16,621 SF) = 332 LOCKERS= 50 SF GROSS/OCC. (2,011 SF) = N/A BUSINESS (RECEPTION, SPA & OFFICE AREAS) = 100 SF GROSS/ OCC. (3,970 SF) =40 STORAGE = 300 SF GROSS/OCC. (126 SF) = 1 22,728 TOTAL SF / 373 OCCUPANTS Vlll. EXIT CAPACITY A. MINIMUM NUMBER OF EXITS (SECTION 1021) TOTAL OCCUPANT LOAD = 373 OCCUPANTS = 2 EXITS, MIN. B. NUMBER OF EXITS PROVIDED: 3 C. EACH EXIT MUST ACCOMMODATE GREATER THAN 50% OF THE TOTAL OCCUPANT LOAD SO THAT LOSS OF ANY ONE EXIT DOES NOT REDUCE AVAILABLE CAPACITY TO LESS THAN 50% OF OCCUPANTS. C. EXIT CAPACITY- CALCULATIONS (1005.3.2) DOORS, 0.20" PER PERSON STAIRS, 0.30" PER PERSON EXIT 1: 68" CLEAR WIDTH AT DOOR- 340 OCCUPANT CAPACITY (OK) EXIT 2: 34" CLEAR WIDTH AT DOOR- 170 OCCUPANT CAPACITY (OK) EXIT 3: 34" CLEAR WIDTH AT DOOR- 170 OCCUPANT CAPACITY (OK� TOTAL,,CAPACITY: 680 OCCUPANTS (OK) IX. ARRANGEMENT OF EXITS: A. SEPARATION OF EXITS: AT LEAST 2 EXITS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA BEING SERVED (1015.2.1) FOR SPRINKLERED BUILDINGS. B. MAXIMUM TRAVEL DISTANCE: 250' FULLY SPRINKLERED (TABLE 1016.2) X. OTHER LIFE SAFETY CONSIDERATIONS (TENANT): A. MINIMUM CORRIDOR WIDTH: 44" (1018.2) B. MINIMUM AISLE WIDTH: 36" (1017.5) C. DEAD END CORRIDOR: 20' MAXIMUM (1018.4) D. DOOR CLEAR WIDTH: 32" MINIMUM (1008.1.1) 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P)615.244.8170 (F) 615.244.8141' www.mimarch.com t NO. DESCRIPTION DATE E. STAIR CLEAR WIDTH. 48 MINIMUM BETWEEN HANDRAILS (1009.4) - E. NO EGRESS THRU STOCKROOMS f0ff 3 12017 ' F. INTERIOR FINISHES (TABLE 803.9) SPRINKLERED 1. VERTICAL EXITS/PASSAGEWAYS: CLASS B (NONE PRESENT) 2. ROOMS / ENCLOSED SPACES: CLASS C 3. FLOOR FINISHES: FLOOR FINISH MATERIALS MUST COMPLY : WITH ASTM STANDARD E648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E622. This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CLEAR FLOOR SPACE NOTES 1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES (304.4) 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUST ADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE (305.6) 3. A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH AN OPERABLE PART (309.2) 60" MIN, 60" MIN. _ o d 60" MIN. ADJOINING SURFACE, 1:20 MAX. COUNTER SLOPE FLARED SIDE BEYOND CURB RAMP WALL _ C 6" 6„ 6" MAX. WALL MAX MAX. , �'`�j` - - \ DO NOT EXTEND WALL GRAB BAR OVER SEAT CAN BE LOCATED ON I ANY WALL OF SHOWER LOCATEDLON BACK WALL WITHIN 27" OF 2'_ 3„ SEAT WALL WHERE 20 Z is co f. SEAT IS PROVIDED 1' - 0" LANDING RAMP RUN LANDING p� RAMP RUN z 1 _; 1 - i�. ; SIDE. SIDE SIDE SIDE MIN. T - 0" MIN. MIN. I - \\ U Q (a) STRAIGHT LANDING ? b tO `- COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS Fig. 406.2 i - - - i I` I I I - I`--d - WALL ALL WALL ct? Z N g WALL o X ,) Q T11 Z N / �l �/ ,• ;n z I< i / I" �\ / RAMP NOTES 1. MAXIMUM RAMP SLOPE SHALL BE 1:12 (405.2) 2. MAXIMUM CROSS SLOPE OF RAMP SHALL BE 1:48 (405.3) (b) z CHANGE IN DIRECTION CL z z z o MATCH z z g O g 5'- 0" MIN. ROLL -IN TYPE SHOWER GRAB BARS FOR ROLL -IN TYPE GRAB BARS FOR ROLL -IN TYPE ROLL -IN TYPE SHOWER COMPARTMENT SIZE AND COMPARTMENT CONTROL LOCATION SHOWERS (WITHOUT SEAT) SHOWERS (WITH SEAT) 7_ ROLL -IN TYPE SHOWER COMPARTMENT CONTROL o; v' RAMP LANDING O CURB RAMP CLEARANCE (WITHOUT SEAT) LOCATION (WITH SEAT) -�------J �- 3. RAMPS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS, AND COMPLY W/ SECTION Fig. 405.7 Z o Z Fig. 608.2.2 Fig. 608.3.2 a Fig. O 608.3.2 b g O Fig. 608.5.2 (a) Fig. 608.5.2 (b) 5' - 0°' MIN. 505 (405.8) - - 5 0 Fig. 304.3.2 Ref. 304.3.1 T-SHAPED SPACE CIRCULAR SPACE TURNING SPACE �'_ n 11::rl IC] „ �_ 12 MIN. 12 MIN. p w t1 r O � 1:10 MAX. 1:10 MAX. T - 0" BACK WALL SIDE WALL 22"-23" 15" MAX. N -- 15"-16" N '` Ref. Section 304 z SLOPE EP DIN. SLOP DINE DINE SEAT I CONTROLS BACK 1' - 6" WALL WALL WALL �\ _ SEAT[ I e= SEAT SEAT WALL. WALL\ 3'- 0" MIN. 5'- 0" MIN. A Ref. Section 405.9.2 Fig. 405.9.1 BARRIER CURB EXTENDED FLOOR OR GROUND SURFACE PLAN Ref. Figures 406.3 & 406.4 - - -� I 1 - Z I _ SEAT ,CONTROL WALL WALL I ¢ WALL r ® d �- M 2 1/2" MAX. N o „- ,� 15 16 COMPARTMENT ENTRY 2 1/2 MAX. A EDGE PROTECTION Ref. Section 405.9 - _ _ - - - 4' - 0" MIN. ih - TRANSFER TYPE (a) SHOWER SIZE (b) DISTANCE FROM WALL I COMPARTMENT CONTROL L-SHAPED SHOWER SEAT RECTANGULAR SHOWER SEAT I - - - _ - _ - - J LOCATION Fig, 610.3.2 Fig. 610.3.1 L - - - - J TRANSFER TYPE SHOWER GRAB BARS FOR TRANSFER TYPE Fig. 608.5.1 RAMPS CURB RAMPS COMPARTMENT SIZE AND SHOWERS SHOWER COMPARTMENTS Fig. 305.7.1 Fig. 305.7.2 Ref. Section 405 Ref. Section 406 CLEARANCE Fig. 608.2.1 Fig. 608.3.1 Ref. Sections 608 & 610 CLEAR FLOOR SPACE IN ALCOVES 4' - 0" _ r - „_ 4 - 6 1/4"- 1 1/4" - 2" 1 1/2" MIN. PERIMETER CIRCULAR __ __ APPROACH z APPROACH /� ems✓/ Z 0 18" MIN. APPROACH _ _ - � APPROACH 12 MIN. - - � APPRoacH Z _SHALL 18„ MIN o .' FED- b O I [ I � iv , � z TACTILE SIGN NOTES: 2 1. RAISED CHARACTERS SHALL o0 COMPLY WITH 703.2 AND SHALL BE M DUPLICATED IN BRAILLE COMPLYING Z WITH 703.3. RAISED CHARACTERS _ SHA BEINSTALLEDIN ACCORDANCE 00 L J L---J --_-J 2'- 6„ 4'- 0" �--� 2 1 /4" MAX. - - zo ." 60 X 7`6 Z I _ o0 00 ®® 0 o 0 o 0- MZ, BRAILLED SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 703.3 AND 703.4 (703.3) -- " ffr ....r .. ,' '�'' '' ` ' � � 3. BRAILLE SHALL BE POSITIONED BELOW HEIGHT OF RAISED THE CORRESPONDING TEXT. IF TEXT CHARACTERS POSITION OF BRAILLE CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH Fig. 305.3 Fig. 305.5 (a) Fig. 305.5 (b) z g (a) FRONT APPROACH (a) FRONT APPROACH, PULL SIDE (b) FRONT APPROACH, PUSH SIDE (c) FRONT APPROACH, PUSH SIDE; (a) PULL SIDE Fig. 703.3.2 IS MULTI -LINED, BRAILLE SHALL BE Fig. 703.2.5 g PLACED BELOW THE ENTIRE TEXT. N DOOR W/ BOTH CLOSET & LATCH (703.3.2) '- r z 4. PICTOGRAMS SHALL HAVE A FIELD MINIMUM CLEAR FLOOR SPACE HANDRAIL CLEARANCES NON -CIRCULAR HANDRAIL CROSS SECTIONS Fig. 505.5 & 505.6 Fig. 505.7.2 X > 36" -- _-_ __ _..- _ a _ a 22" MIN. _ APPROACH Z _ v _ , - - - _ " t _ o - - d HEIGHT OF 61NCHES 150 MM MINIMUM. CHARACTERS AND BRAILLE SHALLNOT BE LOCATED IN THE PICTOGRAM FIELD. (703.6.1) Ref. Sections 304 & 305_ HANDRAIL SIZES &CLEARANCES z U _ a z a 36" CLEAR ` _ a Z a 42" CLEAR'} a co x (c) fL CENTERLINE TACTILE CHARACTERS 5. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRACT WITH THEIR FIELD OF WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. (703.6.2) : ,, MANI �:.. 18" MIN. r N N IZ11- P-/ MMco1 1 M pppp ai (b) SIDE APPROACH (d) HINGE APPROACH, PULL SIDE (e) HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE (b) PUSH SIDE , - Z 00 LOCATION OF TACTILE SIGNS AT DOORS Fig. 703.4.2 T.�c1iLE60" AFF . APP o R ACFt_ 41,1 / MIN.ao 12" MIN. - 48" AFF CTE MIN.0 �S22 MAX. Fig. 303.2 Fig. 303.3 Fig. 302.2 IN LEVEL CARPET PILE THICKNESS RAMPS Fig. 505.4 (a) Fig. 505.4 (b) WALKING SURFACES Fig. 505.4 (c) ? a 22" MIN.; a.rg>, Z " < 2 24 MIN. cGSTAIRS 24I MIN. °� 01,77 XRANGES .1 2' (b) TACTILE CHARACTER HEIGHT ABOVE FLOOR Fig. 703.4.1 NOTE: 1/2 MAX.CHANGES IN LEVEL GREATER THAN 1/2" HANDRAIL HEIGHTS TACTILE SIGNS SHALL BE RAMPED, AND SHALL COMPLY W/SECTIONS 405 OR 406. (303.4) Ref. Section 505 (c) (g) (b) (i) (c) Ref. Section 703 POCKET OR HINGE APPROACH HINGE APPROACH, PUSH SIDE; LATCH APPROACH, PULL SIDE; LATCH APPROACH, PULL SIDE; PUSH SIDE; X 0"MIN. V-0" MIN. ' ' 1 0 MIN.�� Al,LONG r,THIS .°:: �"' :1'- DRAWING IS A REPRESENTATIVE SUMMARY OF THE REQUIREMENTS OF THE 2010 ADA STANDARDS THAT MAYBE APPLICABLE AL THE PROJECT. WHERE SPECIFIC DIMENSIONALn. DIMENSIONS PERPENDICULAR TO ROUTE OF TRAVEL DOOR W/ BOTH CLOSER & LATCH DOOR W/ CLOSER DOOR W1 BOTH CLOSER & LATCH I 24" MI. a _ aZ 24° MIN. °� - = a 24" MlN. MANUAL SWINGING DOOR04.2.4'ES 9 RECESSED DOORS & GATES Fig. 404.2.3 W ZV < - a 00g� o co 3�� INFORMATION AND CLEARANCES ARE NOT --X= � TREAD N `r v i'+'„"Y.SV 3�c �` '`�;NDICATE NOTED ON THE DRAWINGS CONSTRUCT TO THE S SHEET. WHERE DRAWINGS SPECIFICALLY DIFFERENT OR CONFLICTING TO THE STANDARDS DEPICTED ON MANEUVERING CLEARANCE NOTES:INFORMATION (d) 1. DOORS, DOORWAYS AND GATES PROVIDING USER PASSAGETHIS w ,, N �, STOP OR LATCH APPROACH SHALL COMPLY (206.5) SHEET CONSTRUCT USING THE MORE STRINGENT REQUIREMENT OR C- ONTACT THE - - -, C" � 2. ADJUST DOOR CLOSERS SO THAT THE DOOR TAKES AT LEAST FOR RESOLUTIONDOORWAYS W/O DOORS SLIDING 5 SECONDS TO MOVE FROM 90 DEGREE OPEN POSITION TOARCHITECT 12 DEGREES FROM LATCH (404.2.8)OPENINGS DOORS, GATES & FOLDING DOORS IN FLOOR OR GROUND SURFACE Ref. Section 302.3 BOTTOM TOP BOTTOM Fig, 505.10.3 TOP Fig. 505,10.2 (j) LATCH APPROACH, PUSH SIDE (k) LATCH APPROACH, PULL SIDE 3. FIRE DOORS SHALL HAVE MINIMUM OPENING FORCE ALLOWABLE BY THE BUILDING AND FIRE CODES. OTHER INTERIOR DOORS, (a) A HL5 Fig. 404.2.4.2 DOOR W1 CLOSER POUNDS MAXIMUM, (404.2.9) 4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC�'�' UNLESS DOOR OPERATION HAS STANDBY POWER CDOORS GFLOOR & GROUND SURFACES HANDRAIL EXTENSIONS AT RAMP HANDRAIL EXTENSIONS AT STAIR MANEUVERING CLEARANCES (404.3.2) DOORS & GATES IN SERIES Ref. Section 404.2.3 Ref. Sections 302 & 303 Fig. 5105.10.1 NOTE: MAXIMUM SLOPE OF A TREAD SURFACE SHALL BE 1:48 (504.4) MAX• I 1 1/2" MAX. I 1 1/2" MAX. Fig. 404.2.6 32"MIN. 32" MIN. NOTE: ANY OPERABLE PART OF ANY DEVICE SHALL BE REACHES SHOWN (3Q9 ITHIN THE300 20" MAX. >20" - 25" "„ +10"-24" C 10 MAX. i 10 MAX. I'_b.SLIDING 8" MIN. DOOR „32 MIN1/2" ly RADIUS 112" RADIO �' AX.LZ MAX. / 1/2" RADIUS L/_MAX. -_ co oo oo in 13 t I t 6" MAX. 17" - 25" _i 11" M{N. 25" MAX �.4 T (a) (b) (a) (b) (a.) (c•) HINGED DOOR FOLDING DOOR Fig. 504.5 (b) Fig. 504.5 (c) ANGLED RISER CURVED NOSING Fig. 504.5 (d) BEVELED NOSING - - - ' / ' - - - % ;' (a) (b) L _ -� % (a) _% ,' (b) ELEVATION PLAN ELEVATION PLAN STAIRSFig. Fig. 505.4 (a) 308.2.1 Fig. 308.2.2 UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH Fig. 308.3.1 Fig. 308.3.2 UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH Fig. 306.2 TOE CLEARANCES Fig. 306.3 KNEE CLEARANCES CLEAR WIDTH OF DOORWAYS STAIRWAYS & HANDRAILS REACH RANGES KNEE & TOE CLEARANCES Fig. 404.2.3 Ref. Sections 504 & 505 Ref. Section 308 Ref. Section 306 i j NOTES:T�, 1. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE (307.5) 4" MAX. 32" MIN. ALTERNATE DOOR LOCATION f / 6"MIN. z304 - - TOILET ROOM NOTES: 1. A TURNING SPACE PER SECTION IS REQUIRED WITHIN ATOILET DRINKING FOUNTAIN NOTES: 1. KNEE &TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED (602.2) " ROOM 2. WHERE DRINKING FOUNTAIN IS REQUIRED, z C° 2. PROTRUDING OBJECTS ON A CIRCULATION PATH SHALL COMPLY W/ SECTION 307 (204.1) 7 Z X _ 2 N_-�;.-® L° ,'� PARTITION (603.2.1) 2. ONLY THE FOLLOWING OBJECTS ARE PERMITTED TO OVERLAP THE REQUIRED CLEARANCE: GRAB BARS, TWO SHALL BE PROVIDED; ONE HIGH & ONE LOW (211.2) 3. UNITS SHALL HAVE A CLEAR FLOOR SPACE I-{ j SHADED AREA FROM CROSS -TRAFFIC ,- CLEAR4" MAX. Mc0 )PROTECT ca ' _ ' /--'" I ` �__ __ _. __ _._ _ 'DISPOSAL - -ti UNIT, COAT HOOKS AND SHELVES (604.3.2) 3. FLUSH CONTROLS SHALL BE LOCATED FORWARD APPROACH AND CENTERED ON UNTI (602.2) 6 MAX'--�CLOSET ON THE OPEN SIDE OF THE WATER 00 60" MIN. �� W/ WALL MTD. W.C. 42 MIN. 56 MIN.Fig. 604.3.1 c (a) () ELEVATION PLAN APPROACH 11 42 MIN. 60 MIN. (604.6) 4. URINALS SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR FORWARD 5" MAX• 15 MIN. "APPROACH' 46 `" ono I N A CLEARANCE AT WATER CLOSETS 59" MIN.W/ FLR. MTD. W.C. WHEELCHAIR ACCESSIBLE TOILET42" APPROACH AND CENTERED ON UNIT (605.3) 5. LAVATORIES SHALL HAVE CLEAR FLOOR CLEAR FLOOR MIN. 42" MIN. 36" MIN, 36" MIN. X WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT COMPARTMENT TOE CLEARANCE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPACE COMPLYING WITH 305 SPACE' - _ Section 604 Fig. 604.8.2 Fig. 604.8.2 POSITIONED FOR FORWARD APPROACHRef. AND CENTERED ON UNIT (COMPLYING X<48" X<48" CANE DETECTION AREA 6. KNEE & TOE CLEARANCE Fig. 403.5.2 (a) Fig. 403.5.2 (b) Fig. 307.5 Fig. 307.2 ZL 54" MIN WITH 306 SHALL BE PROVIDED (602.2) 7. EXPOSED WATER SUPPLY AND DRAIN DRINKING FOUNTAIN SPOUT LOCATION Fig. 602.5 CLEAR WIDTHS AT 180 DEGREE TURNS VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS N 39"-41"PIPES MIN. I SHALL BE INSULATED. THERE36" SHALL BE NO SHARP OR ABRASIVE MAX. 48" MIN. 1 1I4" - 2" 1-1/2" TO WALL �-2" MIN.12" MAX. 12" MIN. MIRROR24" SURFACES UNDER LAVATORIES (606.5) 8. INSTALL GRAB BAR TO WITHSTAND OF -CIRCULAR %IT/GRAB BAR (n U NOT LESS THAN A 250 POUND FORCE APPLIED AT ANY POINT ON THE BARI_01 �/ 12" MAX• X>12" q4+===4JO°no _ - `r I ° o FLUSH CONTROL M cnACCESSIBLE (609.8) ROUTE NOTE THE SLOPE OF A WALKING SURFACE ALONG AN Z y _ Q Z_ o� .- W M ( (OPEN SIDE) rLZJ !I > mACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20b `o cn m M AND CROSS SLOPES SHALL NOT EXCEED 1:48 (402) N N N r 777 LL- 77 - LRef.602.7 -- - 1611-18 Ref.602.4 Fig. 307.3 (a) Fig. 307.3 (b) PROJECTING OBJECTS RECESSED) OBJECTS 7„ _ g�� Ref. 604.2 15" MIN. DRINKING FOUNTAIN OUTLET CLEAR WIDTHS DISPENSER OUTLET LOCATION'S HEIGHTS Fig. 403.5.1 POST MOUNTED PROTRUDING OBJECTS SPACING OF GRAB BARS TOILET URINAL LAVATORY Fig. 609.3 Ref. Section 605 Ref. Sections 606 & 603.3 ACCESSIBLE ROUTE PROTRUDING OBJECTS TOILET ROOM CLEARANCES & MOUNTING HEIGHTS DRINKING FOUNTAIN Ref. Section 402 Ref. Section 307 Ref. Chapter 6 Ref. Section 602 ARCHITECTURE 105 BROADWAY 4TH FLOOR PLANNING NASHVILLE, TN 3772011 INTERIORS (P) 615.244.8170 615.244.8141 GRAPHICS www.mjmarch.com PLANET FITNESS - TN FOREST 161 BELLE .D is 1 BREMERTON, WA 98311 COUNTYVITSAP PERMIT SET I LtJ 3/23/17 I -- NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. PLAN REVIEW DATA 1. APPLICABLE BUILDING CODES: CITY OF BREMERTON, WA 2015 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL FIRE CODE W/ WASHINGTON AMMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FUEL AND GAS CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ WASHINGTON AMMENDMENTS 2015 UNIFORM PLUMBING CODE W/ WASHINGTON AMMENDMENTS 2009 ICC/ANSI Al 17.1 ACCESSIBILITY CODE BREMERTON MUNICIPAL CODE II. OCCUPANCY GROUP: A. PROPOSED: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) B. PREVIOUS: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) NO CHANGE IN OCCUPANCY, SQUARE FOOTAGE OR MEANS OF EGRESS III. CONSTRUCTION TYPE: A. V-B, UNPROTECTED, SPRINKLERED. ASSUMED CONSTRUCTION TYPE BASED ON OBSERVABLE CONDITIONS. EXTERIOR CMU WALLS, STEEL COLUMNS, LAMINATED WOOD ROOF STRUCTURE, INTERIOR METAL STUD FRAMED PARTITIONS. **ALL NEW CONSTRUCTION TO COMPLY WITH TYPE V-B CONSTRUCTION. B. FIRE RESISTANCE REQUIREMENTS (TABLE 601) 1. STRUCTURAL FRAME: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 2. EXTERIOR BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 3. INTERIOR BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 4. EXTERIOR NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 5. INTERIOR NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 6. FLOOR CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 7. ROOF CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602): LESS THAN 5'- 2 HOUR GREATER THAN 5' LESS THAN 10'- 1 HOUR GREATER OR EQUAL TO 10'- NOT REQUIRED *ALL EXISTING EXTERIOR WALLS HAVE FIRE SEPARATION DISTANCE GREATER THAN 10'- NO FIRE RATING REQUIRED. MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 704.8) UNLIMITED WI TH SEPARATION A GREATER THAN 30' GREATER THAN 25' - 70% GREATER THAN 10'- 15% GREATER THAN 20' - 45% GREATER THAN 5'- 10% GREATER THAN 15' - 25% LESS THAN 5'- 0% V. FIRE PROTECTION SYSTEM: A. EXISTING BUILDING IS FULLY SPRINKLERED. SEE SPRINKLER DESIGN INTNENT DRAWINGS FOR MODIFICATION TO EXISTING SYSTEM. B. EXISTING FIRE ALARM SYSTEM, MONITORING AND NOTIFICATION. C. SPRINKLER AND FIRE ALARM SYSTEM MODIFICATIONS ARE DEFERRED SUBMITTAL ITEMS BY CONTRACTOR. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO SPRINKLER AND ALARM SYSTEMS TO ARCHITECT/ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO REVIEWING AUTHORITY. ✓II. OCCUPANT LOAD SECTION 1004 - GENERAL MEANS OF EGRESS (TABLE 1004.1.2) EXERCISE AREAS = 50 SF GROSS/OCC. (16,621 SF) = 332 LOCKERS= 50 SF GROSS/OCC. (2,011 SF) = N/A BUSINESS (RECEPTION, SPA & OFFICE AREAS) = 100 SF GROSS/ OCC. (3,970 SF) =40 STORAGE = 300 SF GROSS/OCC. (126 SF) = 1 22,728 TOTAL SF / 373 OCCU PANTS UPANTS /III. EXIT CAPACITY A. MINIMUM NUM BER OF EXITS ( SECT ION 1021 TOTAL OCCUPANT LOAD = 373 OCCUPANTS = 2 EXITS, MIN. B. NUMBER OF EXITS PROVIDED: 3 C. EACH EXIT MUST ACCOMMODATE GREATER THAN 50% OF THE TOTAL OCCUPANT LOAD SO THAT LOSS OF ANY ONE EXIT DOES NOT REDUCE AVAILABLE CAPACITY TO LESS THAN 50% OF OCCUPANTS. C. EXIT CAPACITY- CALCULATIONS (1005.3.2) DOORS, 0.20" PER PERSON STAIRS, 0.30" PER PERSON EXIT 1.68rr CL EAR WIDTH AT DOOR- 340 OCCUPANT CAPACITY (OK) EXIT 2: 34" CLEAR WIDTH AT DOOR-170 OCCUPANT CAPACITY (OK) EXIT 3: 34" CLEAR WIDTH AT DOOR- 170 OCCUPANT CAPACITY (OK) TOTAL CAPACITY: 680 OCCUPANTS (OK) K. ARRANGEMENT OF EXITS: A. SEPARATION OF EXITS: X TS. AT LEAST 2 EXITS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA BEING SERVED (1015.2.1) FOR SPRINKLERED BUILDINGS. B. MAXIMUM TRAVEL DISTANCE: 250' FULLY SPRINKLERED (TABLE 1016.2) OTHER LIFE SAFETY CONSIDERATIONS (TENANT): A. MINIMUM CORRIDOR WIDTH: 44" (1018.2) B. MINIMUM AISLE WIDTH: 36" (1017.5) C. DEAD END CORRIDOR: 20' MAXIMUM (1018.4) D. DOOR CLEAR WIDTH: 32" MINIMUM (1008.1.1) E. STAIR CLEAR WIDTH: 48" MINIMUM BETWEEN HANDRAILS (1009.4) E. NO EGRESS THRU STOCKROOMS F. INTERIOR FINISHES (TABLE 803.9) SPRINKLERED 1. VERTICAL EXITS/PASSAGEWAYS: CLASS B (NONE PRESENT) 2. ROOMS / ENCLOSED SPACES: CLASS C 3. FLOOR FINISHES: FLOOR FINISH MATERIALS MUST COMPLY WITH ASTM STANDARD E648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E622. A. OCCUPANT LOAD: 1. 373 OCCUPANTS (186 MEN / 186 WOMEN -ASSUMED) B. MINIMUM FIXTURES REQUIRED: 1. MALE: a. (2) WATER CLOSETS REQUIRED (1 PER EVERY 125 MALES), (2) W.C. & (2) URINALS b. (1) LAVATORY REQUIRED (1 PER EVERY200 MALES), (3) PROVIDED 2. FEMALE: a. (3) WATER CLOSETS REQUIRED (1 PER EVERY 65 FEMALES), (4) PROVIDED b. (1) LAVATORY REQUIRED (1 PER EVERY200 FEMALES), (3) PROVIDED 3. DRINKING FOUNTAINS: a. (1) REQUIRED (1 FOR EACH SET OF MALE & FEMALE), (1) PROVIDED - DUAL HEIGHT HI/LOW FIXTURE 4. SERVICE SINKS: a. (1) REQUIRED, (2) PROVIDED LIFE SAFETY NOTES 1. SEE ELECTRICAL DRAWING FOR LIFE SAFETY & EMERGENCY LIGHTING. 2. SEE ELECTRICAL DRAWING FOR FIRE ALARM, HORN, STROBE, AND SMOKE DETECTORS. 3. FIRE PROTECTION DESIGN TO BE SUBMITTED DURING CONSTRUCTION BY THE GENERAL CONTRACTOR IN THE FORM OF SHOP DRAWINGS FOR JURISDICTION APPROVAL. 4. FINAL FIRE EXTINGUISHER LOCATIONS TO BE CONFIRMED BY LOCAL FIRE MARSHAL & TENANT DURING WALK THRU. 5. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "A" HAZARDS: * 11,250 SF MAX. FLOOR AREA FOR EACH FIRE EXTINGUISHER * 75' MAX. TRAVEL DISTANCE TO AN EXTINGUISHER * 1,500 SF PER UNIT OF TYPE "A" * MINIMUM RATED EXTINGUISHER - 2A10B.0 6. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "B" HAZARDS: * ORDINARY (MODERATE) HAZARD - SIZE 10B EXTINGUISHER RATING REQUIRES 30'-0" MAX. TRAVEL DISTANCE TO EXTINGUISHER. * SIZE 20B EXTINGUISHER RATING REQUIRES 50'-0" MAXfRAVEL DISTANCE TO EXTINGUISHER. 7. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "C" HAZARDS: * REQUIRED WHERE ENERGIZED ELECTRICAL EQUIPMENT CAN BE ENCOUNTERED THAT WOULD REQUIRE A NON -CONDUCTING EXTINGUISHING MEDIUM. 8. INFORMATION BASED ON CALIFORNIA FIRE CODE REQUIREMENTS AND NFPA 10 FOR AN ORDINARY (MODERATE) HAZARD OCCUPANCY. 9. LOCATIONS AND QUANTITIES OF FIRE EXTINGUISHERS, AS PROPOSED, ARE BASED ON NFPA 10. VERIFY AND COORDINATE FINAL QUANTITIES, LOCATIONS AND INSTALLATION WITH LOCAL JURISDICTION. 10. ALL FIRE EXTINGUISHERS SHALL HAVE A GROSS WEIGHT NOT TO EXCEED 40LBS AND ARE TO BE MOUNTED ON MOUNTING BRACKETS SO THAT TOP OF UNIT IS NO MORE THAN 4'-0" A.F.F. 11. PLACE FIRE EXTINGUISHERS ON GYM FLOOR ON SIDE OF COLUMN OUTSIDE OF MAIN PATH OF TRAVEL 12. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANANT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. LIFE SAFETY LEGEND 7 FE ) FIRE EXTINGUISHER MOST REMOTE POINT (M.R.P.) -- - -® PATH OF TRAVEL EXIT ® EXIT FIXTURE WALLLEGEND REFER TO ENLARGED FLOOR PLANS & INTERIOR ELEVATION SHEETS FOR WALL SIZES & SECTION TAGS EXISTING WALL 3-5/8" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD, ON EACH SIDE v_ 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE SEE WALL TYPE DETAILS FOR ADDITIONAL INFORMATION. w LL .fk.(r �; Yid s�� p].aF .' Y3.. �•� I i c , f _ „ rpm __ - ................................. .... �, ...._......._< __-- fl ._....... _.... ...._.................._.. . a..........., r n. ....FE Z .01 r w ;:. s , � e �s• .I SELF - ILLUMINATED TACTILE EXIT �:;.:::::::; i SIGN WITH :w;, ... I CONTRACTED '...... (GRADE 2) = BRAILLE. TEXT: "EXIT' GRAPHIC: INTERNATIONA L SYMBOL OF .._._.... ACCESSIBILITY. wM m SEE SHEET G- .......... 002 FOR ADDITIONAL REQUIREMENT S ON TACTILE SIGNAGE EI ®I :� ..:...-.., '..._.. ;. ,, hi CLEAR WIDTH = 341N OCCUPANTS - 170 ® ..... ..._ ._ - `+4 '' { . %•._. � ...�..� :. w �LL E j a 3 , t ,:. I / I r � r ell :.. ,... CLEAR, MIN. CLEAR, MIN. E C. e® s LL .- :. : NN u. , r ems. r M i e+; ........._.._ EXIT EXIT #2 ` CLEAR WIDTH = 341N OCCUPANTS = 170 SELF -ILLUMINATED TACTILE EXIT SIGN WITH ® CONTRACTED (GRADE 2) BRAILLE. TEXT: "EXIT' GRAPHIC: INTERNATIONAL SYMBOL OF ACCESSIBILITY. SEE SHEET G-002 FOR ADDITIONAL REQUIREMENTS ON TACTILE SIGNAGE i 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mimarch.com PLANET FITNESS - TN 161 BELLE FOREST RD. 1 1 TTA, OT TT•- BREMERTON, WA 98314 PERMIT SET j/23/1-7 16308 I NO. I DESCRIPTION I DATE I This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. LIFE SAFETY PLAN LIFE SAFETY PLAN SCALE: 1/8" = 1'-0" a2E I Rim kyl N I we] o 161, [0-11 TREAT EXPOSED SOIL WITH LOCAL AND STATE EPA APPROVED TERMIDICIDE PRIOR TO PLACEMENT OF NEW VAPOR BARRIER 1. GC TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY CONFLICTS, OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. 2. GC IS RESPONSIBLE FOR PHASING OF DEMO WITH NEW WORK OF TENANT PACKAGE. SUB -CONTRACTORS TO VISIT THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF WORK PRIOR TO STARTING ANY DEMOLITION. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). CONTRACTOR SHALL PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE AND SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 4. CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE OWNER & ARCHITECT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 5. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY AGENCIES TO PROTECT OCCUPANTS OF THE BUILDING, WORKERS, ADJACENT TENANTS AND THE PUBLIC. 6. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING UTILITY SERVICES WITHIN THE AREA OF DEMOLITION AS WELL AS IDENTIFYING SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. CONTRACTOR SHALL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, AND COORDINATE ANY AND ALL INTERRUPTIONS OF UTILITIES WITH CURRENT TENANTS. 48 HOURS WRITTEN NOTICE OF ANY INTENDED INTERRUPTION MUST BE PRESENTED TO THE OWNER. 7. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE FUTURE TENANT IMPROVEMENTS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 8. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 9. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. SITE SHALL BE CLEANED DAILY. COORDINATE DEMO WORK WITH AUTHORITIES HAVING JURISDICTION AND LANDLORD FOR ALLOWABLE HOURS OF OPERATION. 10. DEMOLITION NOTES PERTAIN TO THE GENERAL SCOPE OF WORK AND ARE TO BE CONSIDERED AS PERTAINING TO ALL SIMILAR CONDITIONS WHETHER SPECIFICALLY INDICATED OR NOT. IF SCOPE IS IN QUESTION, CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY. 11. ALL ORIGINAL CODE REQUIRED FIRE RATED PARTITIONS, FIREPROOFING, FIRE -RATED ASSEMBLIES, ETC. DAMAGED DURING CONSTRUCTION OR IN OTHERWISE DISREPAIR SHALL BE REPAIRED AND RETURNED TO CURRENT CODE REQUIRED RATINGS. 12. CONTRACTOR SHALL PROVIDE TEMPORARY ENCLOSURES, AS REQUIRED TO SECURE BUILDING AND PROTECT FROM THE ELEMENTS. CONTRACTOR SHALL COORDINATE SEQUENCING OF INTERIOR & EXTERIOR DEMOLITION WITH FUTURE WORK TO MINIMIZE BUILDING EXPOSURE TO THE ELEMENTS. 13. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. SERVICES WITHIN WALLS AND PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE SAWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS, FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. EXISTING CONSTRUCTION SHOWN TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED CONDITION. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS. 14. EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION. ALSO COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVE GROUND AND UNDERGROUND CONSTRUCTION. 15. REMOVE ALL EXISTING MISCELLANEOUS NON -LOAD BEARING ITEMS NOT BEING RE -USED, IN THEIR ENTIRETY, THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING CEILINGS, INCLUDING (BUT NOT LIMITED TO) PLASTER AND DRYWALL PARTITIONS, DOORS, FRAMES, SOFFITS, STUDS, FURRING, INSULATION, CEILING SUSPENSION SYSTEMS, ETC. PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH ALL SURFACES TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 16. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH AS PROVIDED IN SCHEDULES OR NOTED ON DRAWINGS, 17. REMOVE ALL EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT NOT BEING RE -USED, IN THEIR ENTIRETY, THROUGHOUT TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 18. ALL EXISTING SPRINKLER HEADS, DROPS AND BRANCH LINES AT LAY - IN CEILING AREA TO BE REMOVED IN ENTIRETY AND REPLACED WITH UPRIGHT HEAD SYSTEM IN OPEN STRUCTURE. ALL MAINS AND BRANCHES THAT ARE SUITABLE FOR REUSE AND LOCATED WITHIN 18" OF BOTTOM OF STRUCTURE MAY BE REUSED. ALL LINES LOCATED BELOW THAT LIMIT SHALL BE DEMOLISHED OR RAISED TO WITHIN 18" OF BOTTOM OF STRUCTURE. SPRINKLER SUBCONTRACTOR IS RESPONSIBLE FOR DESIGN AND PERMITTING OF SPRINKLER SYSTEM WITH AUTHORITY HAVING JURISDICTION. REMOVE EXISTING WATER SER\� SANITARY SEWER ENTRANCE(S) PATCH & REPAIR ASPHALT/CON( TO MATCH EXISTING. SEE MECH, DRAWINGS FOR MORE INFORMA "v LL SCALE: 1 1/2" = 1'-0" PLANNING INTERIORS GRAPHICS 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P)615.244.8170 (F)615.244.8141 www.mjmarch.com PLANET FITNESS - T 161 BELLE FOREST RD_ 1 4 I-mming- e. •* NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. 11141 Bill 111 SCALE: 1/8" = 1'-0" r.� UU GENERAL NOTES 1. PRIME AND PAINT ALL NEW AND EXISTING GYP. BD. WALLS, CEILINGS AND BULKHEADS. PROVIDE GYPSUM BOARD FINISH LEVELS AS FOLLOWS: -ABOVE CEILING OR CONCEALED FROM VIEW: LEVEL 1 -BEHIND CERAMIC TILE: LEVEL 2 -BEHIND FRP OR WAINSCOT PANELS AND IN UTILITY/SERVICE ROOMS: LEVEL 3 -CURVED WALLS AND WALLS RECEIVING HI -GLOSS PAINTS: LEVEL 5 -ALL OTHER AREAS NOT NOTED ABOVE: LEVEL 4 2. ALL NEW CONCRETE SLABS AND REPAIR TRENCHES AT SLAB CUTS TO BE 4" THICK 3,000 PSI CONCRETE OVER COMPACTED STONE BASE ON 6 MIL VAPOR RETARDER. 3. CONTRACTOR TO PROVIDE ALL REQUIRED IN WALL BLOCKING FOR BOTH CONTRACTOR AND OWNER FURNISHED ITEMS, INCLUDING LOCKERS, TVs, CASEWORK, DISPLAYS AND TOILET ACCESSORIES WHETHER THOSE ITEMS ARE INSTALLED BY CONTRACTOR OR BY OWNER. COORDINATE ALL BLOCKING REQUIREMENTS FOR OWNER FURNISHED ITEMS WITH THE OWNER AND VENDORS PRIOR TO CLOSING IN WALLS. 4.VERIFY ALL PARTITION LAYOUTS AND DIMENSIONS IN FIELD PRIOR TO BEGINNING ERECTION OF PARTITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION OR IF THERE ARE CONFLICTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 6. ALL PARTITION DIMENSIONS SHOWN ARE NOMINAL FROM FINISH FACE TO FINISH FACE U.N.O. 7. ALL NEW WALLS ARE 3-5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. BOTH SIDES U.N.O. STUD GAUGE AS RECOMMENDED BY MANUFACTURER OR 2012 SSMA TECHNICAL MANUAL FOR UNBRACED HEIGHTS AT STUD SIZE AND SPACING INDICATED AT 5 PSF LATERAL LOAD AND U240 MAXIMUM DEFLECTION. PROVIDE SHEATHING TYPES AS FOLLOWS: -BEHIND CERAMIC TILE: 1/2" TILE BACKER BOARD -WET AREAS NOT COVERED BY TILE: 5/8" MOISTURE RESISTANT GYP. BD. -RATED WALLS: 5/8" TYPE 'X' OR FIRE CORE GYP. BD. -CURVED WALLS: TWO LAYERS 1/4" HI -FLEX GYP. BD. FOR CURVED WALLS. -CEILINGS AND SOFFITS: 1/2" STANDARD GYP. BD. -ALL OTHER WALLS: 5/8" STANDARD OR TYPE'X GYP. BD. 8. ALL FULL HEIGHT WALLS TO INCLUDE 2" SEISMIC SLIP -TRACK AT HEAD JOINTS WHERE CONNECTING TO ROOF DECK OR STRUCTURE ABOVE FOR DEFLECTION. DO NOT ATTACH GYP. BD. TO SLIP TRACK, SECURE TO STUDS ONLY. WALLS THAT DO NOT EXTEND TO DECK SHALL BE BRACED AS RECOMMENDED BY MANUFACTURER TO MAKE RIGID AND LIMIT DEFLECTION. 9. SEE REFLECTED CEILING PLAN FOR BULKHEAD AND SOFFIT HEIGHTS AND LOCATIONS. WALL TYPES SHOWN CONTINUE OVER BULKHEADS U.N.O. 10. PROVIDE STANDARD 5 LB ABC FIRE EXTINGUISHERS AT LOCATIONS AS DIRECTED BY THE FIRE MARSHAL. WALL LEGEND REFER TO ENLARGED FLOOR PLANS & INTERIOR ELEVATION SHEETS FOR WALL SIZES & SECTION TAGS EXISTING WALL 3-5/8" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE SEE WALL TYPE DETAILS FOR ADDITIONAL INFORMATION. 7 1/4" 2" SLIP TRACK. SEE THIS 4 7/8" 1i01 4 518" (7" NOM.) SHEET FOR TYP. DETAILS. (5" NO CONTINUE TO DECK SEE STRUCTURAL FOR ATTACHMENT AT ROOF DECK ram;' 5/8" SHEATHING EACH BRACE TO STRUCTURE ABOVE, SEE STRUCT. DWGS `� \` -BRACE TO STRUCTURE SIDE (SEE NOTES FOR :_ ABOVE, SEE STRUCTURAL := <, SHEATHING TYPES)=: DWGS "✓� '' -'' UNFACED SOUND 5/8" SHEATHING EACH SIDE (2) LAYERS 1/4" HI -FLEX GYP. BATT INSULATION (SEE NOTES FOR SHEATHING "`' BD. ON ONE OR BOTH SIDES TYPES) - SEE PLAN 6" METAL STUDS @ 16" O.C. 6" METAL TRACK, SECURE 3-5/8" METAL STUDS @ 16" O.C. =--< = 3-5/8" METAL TRACK, SECURE 3-5/8" METAL STUDS @ 16" O.C. 3-5/8" CURVED METAL TRACK, _,. TO EXISTING SLAB W/ TO EXISTING SLAB W/ POWER SECURE TO EXISTING SLAB W/ ' `' POWER ACTUATED ACTUATED FASTENERS POWER ACTUATED FASTENERS FASTENERS O 6" METAL STUD WALL TO DECK O 3-5/8" METAL STUD WALL TO DECK O 3-5/8" CURVED METAL STUD WALL TO DECK C1 3-5/8" CURVED METAL STUD WALL TO 6" ABOVE CEILING 4 6" CURVED METAL STUD WALL TO DECK 71/4" 4� 7(8"� 41/4" 5" NOM.) 5" NOM.) —BRACE TO STRUCTURE BRACE TO STRUCTURE BRACE TO STRUCTURE ABOVE, SEE STRUCTURAL i ABOVE, SEE STRUCTURAL ABOVE, SEE STRUCTURAL ✓ DWGS DWGS �� DWGS 5/8" SHEATHING EACH SIDE (SEE NOTES FOR 5/8" SHEATHING EACH SIDE 5/8" SHEATHING (SEE NOTES SHEATHING TYPES) (SEE NOTES FOR FOR SHEATHING TYPES) SHEATHING TYPES) 6" METAL STUDS @ 16" O.C. 3-5/8" METAL STUDS @ 16" O.C. -3-5/8" METAL STUDS @ 16" O.C. 6" METAL TRACK, SECURE TO 3-5/8" METAL TRACK, SECURE 3-5/8" METAL TRACK, SECURE EXISTING SLAB W/ POWER TO EXISTING SLAB W/ POWER TO EXISTING SLAB W/ POWER ACTUATED FASTENERS ACTUATED FASTENERS LA ACTUATED FASTENERS O 6" METAL STUD WALL TO B.O. GYP. BD. METAL STUD WALL TO B.O. GYP. O 3-5/8"METAL STUDALL O DECK O SOFFIT BD!"SOFFIT � ONE SIDE <0> CEILING 6" METAL STUD WALL TO 6" ABOVE 3-/8" METAL STUD WALL TO 6" ABOVE �1 3-5/8"METAL STUD WALL TO 6" ALBBOVE CEILING (GYP BD ONESIDE 10 6 5/8 01 SEE TYPES SEE TYPES CONTINUE TO DECK GRANITE CAP W/ RADIUS CORNERS & DOUBLE 5/8" SHEATHING (SEE NOTES BULLNOSE EDGES BRACE TO STRUCTURE ;._ FOR SHEATHING TYPES) T.O_ . KNEE WALL ` > ABOVE, SEE STRUCTURAL UNFACED BATT OR RIGID 4° - 6' ' DWGS INSULATION IN CAVITY FOR MIN. "f 5/8" SHEATHING {SEE NOTES INSULATION VALUE OF R-13 AT SHEATHING EACH SIDE FOR SHEATHING FOR SHEATHING TYPES) EXTERIOR WALLS ONLY TYPEESOTES ) METAL STUDS @ 16" O.C. METAL STUDS @ 16" O.C. @ �� 6 METAL STUDS 16 O.C. EXISTING WALL 6" METAL TRACK, SECURE TO - PITTCON SKB POST OR EQUAL AT EXISTING SLAB W/ POWER ,;:_ METAL TRACK, SECURE TO EACH FREESTANDING END OF ACTUATED FASTENERS EXISTING SLAB W/ POWER WALL AND INTERMEDIATE SPANS ACTUATED FASTENERS AS RECOMMENDED BY MANUF. GO (GYP. MEBD ONED A LL ON O ) ECK O 3-5/8" METAL STUD FURRING TO DECK JO 3-5/8" METAL STUD PARTIAL HEIGHT WALL G1 6" METALO 6" ABOVE 3-5/8" METAL STUD FURRING TO 6" ABOVE J1 6" METAL STUD PARTIAL HEIGHT WALL (GYP. D ONE ONLY) CEILING RUBBER CORNER NOSING ATTACHED TO PLYWOOD PROVIDE 1-1/2" DIA HOLE FOR CONDUIT T.O_KNEE WALL i ELECTRICAL OUTLET - SEE ELECTRICAL ' 3/4" FRT PLYWOOD SHEATHING EACH SIDE W/ RUBBER FLOORING STUDS @ 16" O.C. PITTCON SKB POST OR EQUAL AT IfMETAL EACH FREESTANDING END OF WALL AND INTERMEDIATE SPANS AS RECOMMENDED BY MANUF. O3-5/8" METAL STUD PARTIAL HEIGHT WALL 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mjmarch.com PLANET ITN - TN • l 1 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. i�IN 1191 SCALE: N.T.S. !0- we][or 011 SCALE: 1/8" = 1%0" CEILING PLAN SYMBOLS - SUSPENDED ACOUSTICAL CEILING TILES, SEE SCHEDULE FOR TYPE LOCATIONS O SUSPENDED HIGH -BAY PENDANT LIGHT 0 RECESSED CAN LIGHT 0 RECESSED CAN LIGHT - DIMMABLE 101 PLANET FITNESS BRANDED WALL SCONCE - STANDARD ® PLANET FITNESS BRANDED WALL SCONCE - MINI TRACK FIXTURE 24"x24" FLUORESCENT FIXTURE 24"x48" FLUORESCENT FIXTURE ® 48" FLUORESCENT FIXTURE 24"x24" SUPPLY GRILLE 24"x24" RETURN GRILLE XXXCEILING TAG 100'-U" AFF 1. PRIME AND PAINT ALL NEW AND EXISTING GYP. BD. WALLS, CEILINGS AND BULKHEADS. PROVIDE GYPSUM BOARD FINISH LEVELS AS FOLLOWS: -ABOVE CEILING.OR CONCEALED FROM VIEW: LEVEL 1 -BEHIND CERAMIC TILE: LEVEL 2 -BEHIND FRP OR WAINSCOT PANELS AND IN UTILITY/SERVICE ROOMS: LEVEL 3 -CURVED WALLS AND WALLS RECEIVING HI -GLOSS PAINTS: LEVEL 5 -ALL OTHER AREAS NOT NOTED ABOVE: LEVEL 4 2. CONTRACTOR TO PROVIDE ALL REQUIRED IN CEILING BLOCKING FOR BOTH CONTRACTOR AND OWNER FURNISHED ITEMS. COORDINATE ALL BLOCKING REQUIREMENTS FOR OWNER FURNISHED ITEMS WITH THE OWNER AND VENDORS PRIOR TO CLOSING IN CEILINGS OR BULKHEADS. 3. VERIFY ALL PARTITION LAYOUTS AND DIMENSIONS IN FIELD PRIOR TO BEGINNING ERECTION OF PARTITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 4. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION OR IF THERE ARE CONFLICTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 5. WALL PARTITION TYPES CONTINUE AT BULKHEADS AND SOFFITS OVER DOORS, WINDOWS AND OTHER OPENINGS. 6. REFER TO SEISMIC INSTALLATIONS ON SHEET A503. 7. PROVIDE PLENUM RATED MATERIALS IN ALL AREAS OF LAY -IN CEILINGS W/ PLENUM RETURNS, SEE MECH. FOR LOCATIONS WALL MOUNTED TV BY VENDOR. COORDINATE BLOCKING REQUIREMENTS AND ELECTRICAL/ LOW VOLTAGE CABLING & INSTALLATION REQUIREMENTS WITH VENDOR. SEE ELEC. FOR ADDITIONAL INFORMATION. SEE INTERIOR ELEVATION FOR SIZE & MOUNTING HEIGHTS. CLUB-COM TV INDICATED WITH DASHED ARC - COORDINATE FINAL LOCATION W/ OWNER. TRUSS MOUNTED TV BY VENDOR. COORDINATE BLOCKING REQUIREMENTS & ELECTRICAL/ LOW VOLTAGE CABLING AND INSTALLATION REQUIREMENTS WITH VENDOR. SEE ELEC. FOR ADDITIONAL INFORMATION. SEE INTERIOR ELEVATION FOR SIZE & MOUNTING HEIGHTS. CLUB-COM TV INDICATED WITH DASHED ARC - COORDINATE FINAL LOCATION W/ OWNER. 10' SECTION OF T.V. MOUNTING TRUSS, PROVIDED AND INSTALLED BY VENDOR. SUSPEND FROM STRUCTURE ABOVE. VENDOR TO PROVIDE MISC. UNISTRUT SUPPORTS BETWEEN JOISTS WHERE REQUIRED AND GUY -WIRES AS NECESSARY FOR COMPLETE INSTALLATION. SEE SHEET A503 FOR ADDITIONAL INFO, MOUNTING B.O. TRUSS AT 12'-0" AFF. CEILING SCHEDULE MARK DESCRIPTION I MANUFACTURER MODEL COMMENTS ACOUSTICAL CEILING TILE ACT-1 SUSPENDED ACOUSTICAL CEILING TILE - 24x241N ARMSTRONG OR DUNE 1774 ANGLED TEGULAR EDGE W/ 15/16" PRELUDE XL GRID EQUAL SYSTEM ACT-3 SUSPENDED ACOUSTICAL CEILING TILE - 24X241N - NORTHEAST PF9950 PF9951 SUSPENDED CEILING RAIL COVERS W/ BLACK WOOD PATTERN COLOR, INC GRID 12 GAUGE STEEL HANGER WIRE @ 48" O.G. ON MAIN TEES. OR PER MANUF. WRITTEN SPECIFICATIONS '.,'J-5/8" GYP. BD. OVER METAL STUDS, SEE PLAN FOR WALL TYPE ACOUSTIC LAY -IN CEILING SYSTEM. SEE A601 FOR MANUF. AND MODEL AlL SCALE: 3" = V-0" SCALE: 1 1/2" =1'-0" 3-5/8" MTL STUD FRAMING FOR BULKHEAD/SOFFIT LIGHT FIXTURE, REFER TO ELECTRICAL 5/8" GYP. BD., TYP. LAY -IN ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN PLANNING INTERIORS GRAPHICS 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mjmarch.com PLANET FITNESS - T • BELLE FOREST RD. 1 f KITSAP COUNTY NO. I DESCRIPTION I DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. REFLECTED CEILING PLAN REFLECTED CEILING PLAN - GEAR 1 REFLECTED CEILING PLAN SCALE: 3/8" = 1'-0" SCALE: 1/8" = 1'-0" FLOORING NOTES 1. PROVIDE ADA COMPLIANT THRESHOLDS AND TRANSITION STRIPS AT ALL CHANGES IN FLOORING MATERIAL. 2. ALL WALL BASES BY CONTRACTOR - SEE FINISH SCHEDULE FLOOR FINISH SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS RUBBER RF-1 RUBBER FLOORING ADIRONDACK OR ECORE BLACK W/ 30% YELLOW/PURPLE 19MM THICKNESS - IBC CLASS II MINIMUM __ TRANSITIONS MARK DESCRIPTION T4 CERAMIC TILE TO SEALED CONCRETE T9 RUBBER FLOORING TO SEALED CONCRETE SCHLUTER - AERP-100-B65— ANODIZED ALUMINUM REDUCER, INSTALL PER MANUF RECOMMENDATIONS EXISTING SLAB (SIM. @ V.C.T.) TILE FLOORING EXISTING CONCRETE SLAB TO REMAIN TILE CT-1 NON -SLIP CERAMIC FLOOR TILE - 7REATIVE MATERIALS CORP �ESTATE ORCHARD OR 25585 BERKSHIRE GROUT: HYDROMENT KAHLUA CREAM #H143.� 6X241N R FITZGERALD TILE WALNUT VERIFY W/ OWNER PRIOR TO ORDERING. I� 1 R PLANNING INTERIORS GRAPHICS I 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F)615.244.8141 www.mjmarch.com ' � M 161 BELLE FOREST D #208 1 • j /. 1 •s NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. FLOOR PLAN TILE TO CONCRETE OR VCT REDUCER SCALE: 6" = V-0" SCALE: 118" = V-0" SPECIALTY EQUIPMENT SCHEDULE PF NUMBER I QTY DESCRIPTION MANUFACTURER MODEL WEIGHT DISPLAY GRAPHICS HM200 43 FLAT SCREEN TV - 551N - HM201 2 FLAT SCREEN TV - 421N - - HM202 1 CUSTOM BACKLIT "MISSION STATEMENT" SIGN - 96X961N NORTHEAST COLOR PF1225 MAILIN I:AKU HM100 2 UPRIGHT TANNING BED & FAN ERGOLINE SUNRISE 480 810 LBS HM101 2 BEAUTY ANGEL ERGOLINE BEAUTY ANGEL 700LBS HM102 1 MASSAGE CHAIRS PLANET FITNESS - - HM103 2 MASSAGE BED HYDRO MASSAGE 340 - HM104 2 MASSAGE LOUNGER HYDRO MASSAGE 440 - HM105 13 TANNING BED & FAN ERGOLINE PASSION 40/3 Kcl,t=r I tulm HM300 11 IVENDING 1PEPSI CD-47 496 LBS 30 MINUTE WORKOUT HM7A 1 ABDOMINAL LIFE FITNESS SS -AB 527 LBS HM14A 1 SHOULDER LIFE FITNESS HS-SP 520 LBS HM15 1 BICEPS CURL LIFE FITNESS . HS-BC 450 LBS HM16 1 TRICEP LIFE FITNESS HS-TE 470 LBS HM18 1 LEG PRESS LIFE FITNESS HS-SLP 810 LBS HM19 1 LEG EXTENSION LIFE FITNESS HS-LE 570 LBS HM20 1 SEATED LEG CURL LIFE FITNESS HS-SLC 515 LBS HM21 1 FIXED PULLDOWN LIFE FITNESS HS-FPD 620 LBS HM22 1 SEAT ROW LIFE FITNESS HS-RW 635 LBS HM23 1 CHEST PRESS LIFE FITNESS HS-CP 590 LBS HM24 10 STEP PLATFORM LIFE FITNESS STEP 20 LBS UAKUIU HM1 58 TREADMILL LIFE FITNESS CLST 425 LBS HM2 12 ELLIPTICAL LIFE FITNESS CLSX 235 LBS HM3A 16 LOWER BODY ARC TRAINER CYBEX 625A 404 LBS HM4 5 RECUMBENT CYCLE LIFE FITNESS CLSR 134 LBS HM5 5 UPRIGHT CYCLE LIFE FITNESS CLSC 107 LBS HM93 4 STAIR CLIMBER NAUTILUS I CARDIO K2 1412 LBS INNER HM7C 1 ABDOMINAL CRUNCH LIFE FITNESS MTSAB 530 LBS HM14B 1 ISO -LATERAL SHOULDER PRESS LIFE FITNESS MTSCP 746 LBS HM33B 1 ISO -LATERAL FRONT PULLDOWN LIFE FITNESS MTSFP 793 LBS HM34B 1 ISO -LATERAL ROW LIFE FITNESS MTSRW 765 LBS HM35B 1 ISO -LATERAL CHEST PRESS LIFE FITNESS MTSCP 765 LBS HM36B 1 ISO -LATERAL INCLINE PRESS LIFE FITNESS MTSIP 765 LBS rr aou Qc ,-> I KC I umNu HM7A 1 ABDOMINAL LIFE FITNESS SS -AB 527 LBS HM813 2 AB COASTER ABS COMPANY CS3000 150 LBS HM9B 2 AB CRUNCH BENCH LIFE FITNESS SABB 141 LBS HM10 2 ABS BENCH ABS COMPANY ABS BENCH 141 LBS HM11 2 BACK EXTENSION LIFE FITNESS BW-BE 135 LBS HM12 2 LEG RAISE CHAIR CYBEX 16180 144 LBS HM25 2 HIP ABDUCTION LIFE FITNESS HS-HAB 575 LBS HM26 2 HIP ADDUCTION LIFE FITNESS HS-HAD 575 LBS HM39 1 TORSO ROTATION LIFE FITNESS SS-TR 546 LBS HM47 1 STRETCH TRAINER PRECOR 2401 60 LBS HM360XM 1 SYNRGY 360 SYSTEM XM - MIX LIFE FITNESS FXTM 2,742 LBS HM-- 14 STRETCHING MATS LOCALLY SOURCED - - JCLCI! 1 UKILtU UKUU1 I HM6 2 BACK EXTENSION LIFE FITNESS SS -BE 627 LBS HM713 1 GRADUATED ABDOMINAL CYBEX 12390 540 LBS HM16 1 TRICEP LIFE FITNESS HS-TE 470 LBS HM17B 2 ABDOMINAL CRUNCH LIFE FITNESS HS-ABC 400 LBS HM27 2 GLUTE LIFE FITNESS SS-GL 541 LBS HM28 2 SEATED LEG PRESS LIFE FITNESS SS-SLP 990 LBS HM29 2 LEG EXTENSION LIFE FITNESS SS -LE 628 LBS HM30 2 SEATED LEG CURL LIFE FITNESS SS-SLC 741 LBS HM31A 2 PECTORAL FLY LIFE FITNESS SS-PEC 648 LBS HM32 2 CALF EXTENSION LIFE FITNESS SS-CE 770 LBS HM33A 2 LAT PULLDOWN LIFE FITNESS SS-PD 689 LBS HM34A 2 ROW LIFE FITNESS SS-RW 635 LBS HM35A 2 CHEST PRESS LIFE FITNESS SS-CP 725 LBS HM36A 2 OVERHEAD PRESS LIFE FITNESS SS -Sp 616 LBS HM37 2 ARM CURL LIFE FITNESS I SS -BC 1550 LBS HM38 2 TRICEPS PRESS LIFE FITNESS I SS-TP 1607 LBS JIKtNuIN HM13 1 ASSIST DIP CHIN LIFE FITNESS HS-ADC 655 LBS HM40 4 SMITH MACHINE LIFE FITNESS HSSM 635 LB HM41 9 MULTI -ADJUSTABLE BENCH LIFE FITNESS FWMAB 115 LBS HM42 2 MULTI -JUNGLE CORE TOWER LIFE FITNESS MJ4 225 LBS HM42A 1 MULTI -JUNGLE CORE TOWER LIFE FITNESS MJ4 (NO CABLE) 225 LBS HM43 1 PLATE -LOADED LINEAR LEG PRESS LIFE FITNESS HSLLP 630 LBS HM49 2 FIAT BENCH LIFE FITNESS FW-FB 54 LBS HM50A 3 TWO-TIER DUMBBELL RACK LIFE FITNESS FW-DR2 155 LBS HM50B 2 BARBELL RACK LIFE FITNESS FW-BAR 142 LBS HM50D 1 WEIGHT TREE LIFE FITNESS FW-DWT 73 LBS ACCESSORY SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS MOUNT TYPE MOUNT HEIGHT FURNISH INSTALL BLACK CARD ACCESSORY 1 ROBE HOOK ASI BOBRICK 0751 B-2116 CONCEALED MOUNTING SATIN FINISH SURFACE 48" CTR. HOOK GC GC 2 WALL MIRROR (BLACK CARD) LOCALLY SOURCED 28X401N STAINLESS STEEL CHANNEL OR ANGLE FRAME SURFACE 12" B.O. MIRROR GC GC LUGKtK KUUM AGGt55UKY 3 LOCKERS - 12X12X721N HOLLMAN ASIAN NIGHT 7949K-18 SIX TIER LOCKERS - VERIFY W/ OWNER IBASE 6" B.O. LOCKER ITENANTIGC MECH. 120 �t WO MENS SHOWERS; \ 114 E �i MENS LOCKERS 113 3 TANNING ` 111 14 VIENS 7 SHOWERS i 115 j �I WOMENS LOCKERS 116 E..........I 0 HM7A 441. "� - HM9B HM9B HM11 HM11 ...... .... I HM26 HM26 HM25 (� HM25 0 0 0 D HM— HM— HM— HM— HM10 HM10 HM47 HM39 HM8B HMs6 PF360 & STRETCHING HM12 117 HM12 HM33A HM35A HM36A p HM33A HM35A HM36A p .o HM1713 HM6 HM37 HM34A FHM307 F HM321 FHM38 Qo HM7B vQ OFFICE 122 TANNING BLACK CARD SPA ` '1 110 102 I 4 (3 -- TANNING UTILITY 113 TANNING 108 TANNING 107 UBEAUTY 106 rr BEAUTY EQUIPMENT NOTE ALL EQUIPMENT BY OWNER. PLAN PROVIDED FOR REFERENCE & COORDINATION ONLY. CONTRACTOR TO PROVIDE BLOCKING AND POWER FOR ALL OWNER FURNISHED AND OWNER INSTALLED ITEMS. HM201 FHM18 C HM19 HM22 30 MINUTE 118 HM7A HM16 HM24 HM24 HM24 HM24 HM15 HM24 HM24 HM23 HM24 HM24 HM24 HM24 HM21 HM14A HM27 HM31A HM27 0:==6HM31 A HM29 FHM28 HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM3A HM1 HM1 I HM1 I HMI HM1 I PM1 I I HM1 1 MASSAGE - 10-3 ....................... LOBBY fill f ... J f HYDRO 104 CI � $ �j ! f IU . {1 c FHM421. HM42A E' � HM40 HM40 HM50D H HM506 HM41 NM50B HM41 HM34B HM50A HM49 HM36B HM41 HM50A 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P)615.244.8170 (F)615.244.8141 www.mjmarch.com 161 BELLE FOREST RD. #206 NASHVILLE, TN 37221 LLJ . It a' 0 > _- This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. EUO�UIPMENT LAN SCALE: 1/8" = V-0" P ti N N 00 n 00 N 10 Nt 00 rr 0 r• to r` c0 -491191101101MM1.11, CEILING _ 9 -6 B.O_. HEADER — v ' 8 -6 / —OPEN TO BEYOND INT. ELEV. @ MASSAGE SCALE: 3/8" = 1'-0" CEILING -V---- ° ------ AE CEILING B.O. HEADER FINISHED FLR SCALE: 3/8" = 1'-0" FINISHED FLR SCALE: 3/8" = 1'-0" CEILING _- — 9: ,i �:::-:: I T.O. WALL ....;...... B MAR-1 .... a ,• :. VB-1 x FINISHED FLR 011 1B j INT. L. _ L A B C 3/8" = 1'-0" r ! fry' JB CEILING 9'-6"------- - — - — - — - — - — - — --- J LOBBY � Fri CEILING B.O. HEADER r/ ' 8° 6" r ''r _. .. f..._........ /, :.:...� _ _.......�.:... , - _.._ _.. /. ... ,,..... / ,...- . ;i T.O. WALL 6;-—— 4`— _.:.... MAR 1 ... .......... ......... HM102 SCALE: 3/8" = 1'-0" B.O. _ SOFFIT __:i_% - — - — -— CEILING ----------- B.O. HEADER g,-- --------011 - FINISHED FLR OMB--------- SCALE: 3/8" = V-0" 1 INT. ELEV. @ BLACK CARD SPA SCALE: 3/8" = V-0" CEILING — - — - — - — — ,.._.__.__..... .. - .., r r i r r r B.O. HEADER - %..__..,.._,- _....-/_ _.._ ..... — -vim - — - — - — _ _.... _._...... r-',.._......_. .., f r _ f :..-_ . ..._ /,-.. �i ., / ... -*'--.',-.WALL MOUNTED TV- COORD. BLOCKING & ELEC. LOCATIONS:.. ,......._.. _._.... r ... W/ EQUIP. ,.._.. ; .._... r..._.....__. r _.., r.......... .. r i ,. ,rr r T.O. WALL _., / __.........._.._ . - /-_.......__... / Z - w LU . _. io co MAR 1CID g ..... . _...... . i_ VB-1 SCALE: 3/8" = V-0" B.O_. SOFFIT— , - - ------ CEILING B.O. HEADER 9'-0°-------- FINISHED FLR �;,--------- SCALE: 3/8" = 1'-0" CEILING — -8------- 9 -6 T.O. FRP— — — 6- — 8 -_6 1 SCALE: 3/8" = V-0" 1 SCALE: 3/8" = 1'-0" BEAUTY ROOM TO RECEIVE PAINT COLOR PT-7 RECESSED E.G.B. OR LOAD CENTER FOR EQUIPMENT DISCONNECT, SEE ELECT. COORDINATE LOCATION IN ROOM W/ EQUIPMENT TO PROVIDE CLEARANCE PER N.E.C. AND PAINT TO MATCH WALL INT. ELEV. SCALE: 3/8" = 1'-0" BEAUTY ROOI TO RECEIVE PAINT COLOR PT-7 SEE ELEC. &— MANUF.CUT SHEETS FOR POWER & DATA PT-2 i FRP-1 SCALE: 3/8" = 1'-0" ❑ ❑ ❑ 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mimarch.com PLANET FITNESS - T . .- ----------------------- PERMIT SET 3 /2 17 MJM ## 16308 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED LA EL EVAT A401 " y t ACCESSIBLE COUNTER i�.._._.....__._,. 3 _ BRACE A402 %g ........... F.E. PANEL 5: 30" 9 i A402 18" i , w -. '$"---SUSPENDED 8 A402 10 GEAR SOFFIT t (ABOVE) 30" - 11 E ` t S � 3 A501 RECEPTION 18" 9o1 , I 6 301' j 8 / r A402 ZV w_...... FILLER 30" ' PANEL s 6's 24" �8 LOBBY z q..n 18" , m ... 4 27" A402 t � t v� SCALE: 3/8" = 1'-0" METAL WAINSCOT PANEL RETURNS AT HIGH COUNTER BEYOND - -------- ' - ._...._.......__... ... __......... _....... _............ ............ _._..f.� ... GRANITE TOP \ 2 0,1 F.E. PANEL, BEYOND (BLACK PLAM) BRACE AS REQUIRED, (BLACK PLAM) 2X4 WOOD STUD FRAMING W/ 5/8" GYP. BD. EA. SIDE - ROUTE POWER & DATA THROUGH KNEE WALL METAL WAINSCOT PANEL - VINYL BASE, SEE DTL 9/A406 ADA COUNTER SCALE: 1" =1'-0" (�llFINISHED FLR -------- 0 N C w O .. 4, _ oil SCALE: 3/8" = 1'-0" GRANITE TOP W/ EASED EDGES 1" CUT OUT FOR W IRIN( CABINET, TYPICAL BLACK MELAMINE BA� CABINET -•. •- 11111 METAL PANEL WAINSi ADJUSTABLE 3/4" BLA PLASTIC LAMINATE SI VINYL BASE, SEE DTL 9/A406 TYP. OPEN CABINET SCALE: 1" = 1'4" 2'-01' TRACK LIGHT - SEE ELEC. O 0 N O j RECEPTION 101 ACT-1 l 5 & T._ TO SOFFIT SOFFIT +12 6°-------- CEILING +10'-6" - - - - B._O. SOFFIT- 10' - 0'1 6" -1+<8 6 2' J� PT-8 3W RECESSED CAN LIGHT - CENTERED @ EACH GEAR COG, SEE ELEC. 3 A501 DROPPED BARREL VAULT SOFFIT ABOVE GEAR FOR GEAR SUPPORT. GYP. BD. FINISH OUTSIDE PER ELEVATIONS. GRANITE TOP W/ EASED EDGES, TYP. GROMMET. COORDINATE LOCATIONS W/ OWNERS 10 1/2' GRANITE TOP W/ EASED EDGES, TYP. 21-0" 1'- 1 1 /2" CUT OUT FOR WIRING IN CABINET, TYPICAL ROUTE POWER & DATA THROUGH — KNEE WALL, TYP. PROVIDE PULL ROPES FOR DATA ° METAL PANEL WAINSCOT- , 2X6 WOOD STUD KNEE-- , WALL W/ 5/8" GYP. BD EACH SIDE ADJUSTABLE 3/4" BLACK PLASTIC LAMINATE SHELF a a \ BLACK MELAMINE BASE CABINET VINYL BASE, SEE DTL 9/A406 OPEN CABINET W/ CHECK -IN COUNTER SCALE: V = 1'-0" CEILING 10'-6" - — - — - � B.O. SOFFIT 101e n1. ------ o FINISHED FLR Ooo-------- GRANITE TOP W/ EDGES, TYP. GROMMET. COOP LOCATIONS W/ O\ GRANITE TOP W/ EDGES, TYP. CUT OUT FOR WIF CABINET, TYPCCAI ROUTE POWER & KNEE WALL, TYP. ROPES FOR DATA u - 4 - ► F#IViTPU 2X6 WOOD STUD I WALL W/ 5/8" GYP. EACH SIDE ADJUSTABLE 3/4" PLASTIC LAMINAT BLACK MELAMINE CABINET VINYL BASE, SEE I SCALE: 1" = V-0" GROMMET. COORDINATE — LOCATIONS W/ OWNERS 1' - 10 1/21 1'- 1 1/2°' GRANITE TOP W/ EASED EDGES, TYP 2' - 011 1" L METAL PANEL WAINSCOT BLACK MELAMINE BASE —° CABINET CUT OUT IN CABINET FOR WIRING, TYPICAL AT SIDE WHERE DATA / POWER OCCURS ;t SLIDING 3/4" PLY. WD, BLACK iv a - o PLASTIC LAMINATE SHELF ON 22" HEAVY-DUTY OVER TRAVEL SLIDERS RATED FOR 200 LBS MIN. ACCURIDE 3640-22 OR EQUAL \: - .... ... . ............. .... . 2X6 WD. FRAMING W/ 5/8" GYP. BD. EACH SIDE VINYL BASE, SEE DTL 9/A406 CABINET / DRAWER & CHECK-INCOUNTER SCALE: 1" = V-0" FINISHED FI 011------ INT. ELEV. SCALE: 3/8" = V-0" 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mimarch.com PLANET FITNESS - TN 1 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent Is prohibited and any infringement will be subject to legal action. ENLARGED SCALE: 3/8" = 1'-0" SCALE: 3/8" = V-0" SCALE: 3/8" = 1'-0" INTERIOR ELEVATIONS 1. ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION & APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC. TO BE FIELD VERIFIED W/ TENANT & COORDINATED W/ GRAPHICS SUPPLIER. 2. ALL PAINT COLORS AND WALLCOVERINGS TO BE REVIEWED AND APPROVED BY TENANT PRIOR TO INSTALL. REC1 SCALE: 1/4" = 1'-0" TO SOFFIT 1:L-_------- B.O. SOFFIT -v10°-®"------- FINISHED FLR 4-0„-------- - I T® ELEV. @ EXERCISEFLOOR SCALE: 114" = 1 °-0" FINISHED FI OV-l------ I T" )C CISE F SCALE: 1/4" = V-0" ARGATTEUTt PLANNING INTERIORS GRAPHICS 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F)615.244.8141 www.mimarch.com FITNESS - TN BELLE161 FOREST i' t 4220 WHEATON .. . 9831 it KITSAP COUNTY PERMIT SET 3 `117 /;'AFevw& JA MJM # 16308 NO. DESCRIPTION DATE This drawing and the design shown is the properly of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. INTERIOR ELEVATIONS T.O. _SOFFIT 11'-91 — — — CEILING 10'-6" — — — B.O. SOFFIT 0,_3— — — — B.O_. HEADER 10'-0° ------ FINISHED FLR 01_1 -------- — SCALE: 3/8" = 1'-0" CEILING ." 1 • -HEADER -Viol oll FINISHED FLR 1 INT. ELEV. SCALE: 3/8" = 1'-0" 04A110R]II irlT:T:til WC-1 ---OPEN- TO BEYOND PT-2 i I PT-1 PT-1 PT-1 INT. ELEV. ( SCALE: 3/8" =1'-0" W C-17 —OPEN TO BEYOND CEILING i B.O. HEADER �1------------------------------------------------------------------------------ --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- --- — — — — — — — — — — — — — — — — — — — — — — — — — 01 WC-17 ! PT-1 PT-1 WC-17 PT-1 t INT. ELEV. SCALE: 3/8" = 1'-0" FINISHED FLR +011-------- — m PT-6 4 A504 PT-1 PT-1 I I PT-1 i I PT-2 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F)615.244.8141 www.mjmarch.com PLANET FITNESS - TN 4220 WHEATON WAY BREMERTON, , 98310 KITSAP l r' NO. 1 DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. INTERIOR ELEVATIONS INT. ELEV. SCALE: 3/8" = 1'-0" i INT. ELEV. 0 0: STRETCHING SCALE: 3/8" = 1'-0" EXISTING ROOF & STRUCTURE TO REMAIN BRACE TO STRUCTURE ABOVE, REFER TO STRUCTURAL. 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE 3D CUT SIGNAGE - SEE ELEVATIONS GEAR BULKHEAD 5/8" GYP. OVER 3 5/8" METAL STUDS REFER TO A502 FOR ADDITIONAL DETAILS CCD I! it B.O. SOFFIT — — 10'-3° B.O. SOFFIT 011 SUSPENDED ACOUSTICAL CEILING TILE. REFER TO SEISMIC DETAILS ON A501 FOR INSTALLATION. f7� I ° o , e I 1 A504 e e e I e I e I e I ❑ I I e e I e FINISHED FLR PLANNINGINTERIORS 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P)615.244.8170 (F)615.244.8141 www.mjmarch.com PLANET FITNESS - T FOREST161 BELLE #20.. 422 f ►T . . 98310 VITSAP COWW NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. WALL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" rvlc.rlalr+ 1r\Inrn ns 1 r � V IVV/'"111V1\ILVIV 1/"!L -� BRACE @ 4'-0" O.C. I 5/8" GYP. BD. FOR PAINT FINISH PER `" 3-5/8" 20GA MTL / STUD @ 4'-0" O.C. o 1 ELEVATIONS 6" 20GA MTL / HAT CHANNEL @ 6-0"STUDS @ 24" O.C. O.C. MAX EACH SIDE #10 - 16 SCREWS, NOTE: EACH STUD ALL BRACING IS TO BE ATTACHED TO EXISTING STRUCTURAL STEEL w 6" 20GA MTL ONLY. NO CONNECTIONS TO z STUD CONT. UNDERSIDE OF EXISTING METAL DECK ARE PERMITTED z CO J r�U B.O. BULKHEAD SUSPENDED ACOUSTICAL CEILING TILE -PER RCP VARIES 5 1/2" 20GA MTL #10 -16 SCREWS STUDS CONT. (EACH SIDE) CEILING - SOFFIT PARALLEL TO JOISTS SCALE: 3/4" = 1'-0" EMT TIGHT TO UNDERSIDE OF STRUCTURE ABOVE — VERTICAL COMPRESSION STRUT (EMT OVER 12 GA VERTICAL HANGER WIRE SECURED TO STRUCTURE) REQUIRED AT EACH SEISMIC RESTRAINT. PROVIDE AT 12'-0" OC EACH WAY AND WITHIN 6'-0" OF EACH WALL EMT WITH INSIDE DIA. EQUAL TO OUTSIDE DIA. OF STRUT, NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED ELECTRICAL METAL TUBING (EMT): SIZE (DIA) LENGTH (MAX. HT.) 1/2" /r-0" 3/4" 5`-2" 1 " 6'-6" 1-1/4" 8'-6" 1-1/2" 9'-6" 2" 12'-6" 2-1/2" 16'-6" 3" 20'-0" * NOTE: STRUTS, OTHER THAN SHOWN WILL REQUIRE ENGINEERING CALCULATIONS. (4)-12 GA SPLAY WIRES ATTACHED TO MAIN NOTES: RUNNER- SPLAYED 90° FROM EACH OTHER @ 45° 1. SECURE SPLAY AND HANGER WIRES MAX FROM CEILING PLATE TO STRUCTURAL MEMBERS W/ MIN. 3 TURNS OF THE WIRE ONTO ITSELF g gse WITHIN 3" OF ATTACHMENT. z 2. PROVIDE 12 GA VERTICAL HANGER 'v WIRE AT 4'-0" O.C. EACH WAY ATTACHED I TO MAIN RUNNER. 3. PROVIDE 12 GA HANGER WIRES AT �h LIGHT FIXTURES AND DIFFUSERS, X. SPEAKERS, ETC. 4. PROVIDE REQUIRED SUPPORT, CLIPS AND CLEARANCES AT DIFFUSERS, SPEAKERS, SPRINKLER HEADS, ETC. IN LAY -IN CEILINGS. ems, 5. SPLAY BRACING AND COMPRESSION STRUTS NOT REQUIRED WHERE MAIN RUNNER PERIMETER WALLS ARE TO DECK AND (10nec TCC CEILING IS LESS THAN 144 S.F. IN AREA. REINFORCE JOISTS AS NECESSARY (TYP.)— EXISTING ROOF DECK - EXISTING JOISTS (V.I.F.) 4X4X5/16 CONT W/ (3) #12 - 24 SCREWS @ EACH STUD 5/8" GYP. BD. FOR PAINT FINISH PER ELEVATIONS 6" 20GA MTL STUDS @ 24" O.C. z J M z io J r-- U 6" 20GA MTL STUDS #10 - 16 SCREWS, EACH STUD 6" 20GA MTL STUD CONT. (2) 412 - 24 SCREWS (TYP. TOP & BOT.) 6" 20GA MTL STUD CONT. -- -- - 3-5/8" 20GA MTL STUD @ 4'-0" O.C. HAT CHANNEL @ 6'-0" O.C. MAX EACH SIDE NOTE: ALL BRACING IS TO BE ATTACHED TO EXISTING STRUCTURAL STEEL ONLY. NO CONNECTIONS TO UNDERSIDE OF EXISTING METAL DECK ARE PERMITTED B.O. BULKHEAD SUSPENDED ACOUSTICAL VARIES CEILING TILE - PER RCP 5 1/2" 20GA MTL #10 - 16 SCREWS STUDS CONT. (EACH SIDE) FILING - SOFFIT PERPENDICULAR TO JOISTS SCALE: 3/4" = 1'-0" (2) ADDITIONAL HANGERS AT 4-WAY TRANSVERSE LOCATIONS - SEE NOTES- 5/16" MIN. EYE BOLT (WHERE REQUIRED) VERTICAL HANGER, TYP. (2) HANGER WIRES AT LATERAL BRACE LOCATIONS - SEE NOTES TRACK LIGHT OR SIGN / FIXTURE SUPPORT LINEAR FIXTUREMANGER OPEN CEILING AREA SEISMIC BRACING SCALE: 1/8" = T-0" REINFORCE JOISTS AS . `L�TIIG-L-C VVI\LYYV (TYP. TOP & BOT.) CURVED BARREL 3-5/8'° 20 GA MTL VAULT / STUD @ 4'-0" O.C. DROP CEILING STUDS FOR GEAR SOFFIT SUPPORT, 16GA MTL STUDS- --GEAR COG FRAMING RIVETED TO MAIN I CURVED RUNNER ...... COG SECTION 5/8" GYP. BD. FOR PAINT FINISH PER ELEVATIONS B.O. SOFFIT • •__. �.. 10' 0" 3-5/8" 20 GA MTL CURVED LOWER STUDS (TYP.) RUNNER II - CANTLIEVERED SOFFIT SCALE: 3/4" VERTICAL HANGER, TYP. (4) HANGERS AT EACH SUSPENDED ITEM FOR TRANSVERSE BRACING FIXTURE SUPPORT HANGER, TYP. LIGHT FIXTURE, TYP. SINGLE HUNG FIXTURE L-#10 - 16 SCREWS, •' EACH STUD ® 6" 20GA MTL STUD CONT. 16 GA CURVED MAIN RUNNER z SUSPENDED ACOUSTICAL CEILING TILE - PER RCP- (4) #12 - 24 SCREWS (TYP. TOP & BOT.) NOTES 1. SEISMIC BRACING IS REQUIRED WHERE SUSPENDED ITEM MAY COME INTO CONTACT WITH ANOTHER OBJECT AT A 45° SWING. 2. ALL HANGER WIRES TO BE MIN. 12GA. GALVANIZED PRE -STRETCHED CARBON STEEL WIRE. FEED THROUGH EYEHOOKS / i BRACKETS AND CRIMP EACH END. w o 3. PROVIDE TRANSVERSE (4-WAY) BRACING WITHIN 4'-0" OF EACH END OF FIXTURE AND Z 40'-0" O.C. MAX. SPACING. 4. PROVIDE LATERAL (2-WAY) BRACING AT 20'-0" O.C. MAX SPACING. 5. ATTACH CABLE TO TOP FLANGE OF BEAM WITH CLIPS. WHERE BEAM IS NOT ACCESSIBLE, ATTACH TO DECK W/ HILTI X-CW CEILING WIRE ASSEMBLY OR EQUAL. 6. WHERE FIXTURE OR SUPPORT (UNISTRUT, ETC.) IS SLOTTED OR INCLUDES PREFAB. MOUNTING BRACKETS OR TABS, BRACING MAY BE ATTACHED DIRECTLY TO FIXTURE / SUPPORT. HAT CHANNEL @ 6'-0" O.C. MAX EACH SIDE DROP CEILING STUDS FOR GEAR SOFFIT SUPPORT, 16GA MTL STUDS _......_.: • • (4) #12 - 24 SCREWS (TYP. TOP & BOT.) MAX 1:6 OUT OF PLANE WITHOUT COUNTER SLOPING WIRES #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE NOTE: IN EACH ROOM OR AREA TO RECEIVE LAY -IN CEILING, GRID SHALL BE RESTRAINED ON ENTRANCE WALL AND ONE ADJACENT WALL. GRID AT OPPOSITE WALLS TO BE FREE. FACE OF WALL CLIP ANGLE AND ATTACHMENT AT RESTRAINED SIDES ONLY MAIN OR CROSS TEE PERIMETER WALL ANGLE FASTENED TO WALL SCALE: 3" = 1'-0" 2 1 3 4 0 0 0 0 O 0 O O 0 0 O 0 0 O O e. 0 0 0 0 O --1-- Co CP �. O O O O O O O O O O O O O O O O O 0 O O O QN r 0 0 0 0 O 0 -- 0 0 0 0 0 0 0 0 0 i 0 0 0 0 0 0 0 11 6" (TYP.) 2" (TYP.) 6'-0" (MAX.), 12'-0" (TYP.) 5 MIN. CLEAR CLOSURE ANGLE MAIN OR CROSS RUNNER NOTES 1. MAIN SUPPORTS: 12 GA HANGER WIRES @ 4'-0" O.C. EACH WAY 7. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, PENETRATIONS SHALL HAVE A 2" OVERSIZED 2. PERIMETER WIRES: 12 GA PERIMETER WIRES INSTALLED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO WITHIN 6" OF WALL AT EACH MAIN / CROSS TEE TO WALL ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL JUNCTURE. DIRECTIONS. 3. SEISMIC SPLAY WIRES: 12 GA WIRES SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART, PARALLEL TO CROSS / MAIN RUNNERS, 45 DEGREES FROM HORIZONTAL, 12'-0" O.C. BEGINNING 6'-0" FROM CORNER OF CEILING. 4. COMPRESSION STRUT: COMPRESSION STRUT INSTALLED AT CENTER OF SEISMIC SPLAY WIRE, SEE DETAIL. 5. PERIMETER CLOSURE ANGLE SHALL BE 2" MIN. IN WIDTH IN EACH ORTHOGONAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END IN EACH DIRECTION SHALL HAVE MIN. 3/4" CLEARANCE FROM WALL AND REST UPON THE CLOSURE ANGLE FREE TO SLIDE. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND ICC-ESR REPORT INFORMATION. 6. ALL GRID SYSTEMS SHALL BE HEAVY DUTY PER MANUFACTURER SPECIFICATIONS TO MEET LOCAL AND STATE SEISMIC REQUIREMENTS. SUSPENDED CEILING DETAIL 8. SUSPENDED CEILING SHALL BE SUBJECT TO PERIODIC SPECIAL INSPECTION REQUIREMENTS. THE INSPECTION ENTAILS MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND PERIODIC INSPECTION OF THE SUSPENDED CEILING SYSTEM ANCHORAGE SYSTEM. 9. FOR CEILING AREAS EXCEEDING 1000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED, 10. FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mjmarch.com hm NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DE 7AILS SCALE: 3" = 1'-0" SCALE: 3/4" = 1'-0" GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION CITY. GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. VERTICAL TRUSS VERSATRUSS 200MMX50MMX 1 HORIZONTAL TRUSS COLUMN VERSATRUSS 200MMX50MMXLENGTH - 1 HORIZONTAL TRUSS VERSATRUSS 200MMX50MM 1 INSTALLER MUST VERIFY THAT ALL CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL LOAD BEARING 1 COLUMN LENGTH NOT TO EXCEED 3.2M OR EQUAL X NOT TO EXCEED 3M OR EQUAL X LENGTH TO EXCEED 3M OR EQUAL X 2 FACE 90 CORNER VERSATRUSS 3902W OR EQUAL x 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL 2 FACE TV MOUNT ESP N-FM-UNI-VF10 (VESA SIZE) X 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL 2 WEB CLEARANCE TRUSS PICK ESP VT-IOT-600-UD ANCHORS HAVE BEEN PREVIOUSLY CERTIFIED TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE HORIZONTAL TRUSS VERSATRUSS 200MMX50MM OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED TO NO SUBSTITUTION OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED No SUBSTITUTION X LOCALITY OF THE INSTALLATION. 3 MEMBER LENGTH NOT TO EXCEED 3M OR EQUAL X BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE 3 FACE MOUNT TRUSS PICK ESP Vr-tOT-600-FMTP X TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE 3 SUPPORT CHAIN/CABLE GRADE 30 CLEAR ZINC PLATED PROOF CHNN PER 4 FACE T VERSATRUSS 3T3WH OR EQUAL X NO SUBSTITUTION ASTM A413 OR APPROVED CABLE CONNECTION X INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325# PER GRADE 30 CLEAR ZINC PLATED PROOF CHAIN PER INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325# PER 5 TRUSS PICK ESP-Vr10-600 NO SUBSTITUTION 4 SUPPORT CHAIN/CABLE X 4 UNDERSLUNGN MOUNT ESP-VT-t0T-200N X 2) IF THE INSTALLATION IS IN AN AREA. WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS AREA REQUIRED CONNECTION WITH S.F.5 ASIM A413 OR APPROVED CABLE CONNECTION CONNECTION WITH S.F.5 5 CHORD INSERT VERSATRUSS INSERT x VT-10T-600-UD OR VT-1OT-600 TRUSS PICK MUST BE PLACED BETWEEN THE WEB TUBES ON THE 7 FACE N MOUNT ESP N-FM-UNI-VTTUTION A SIZE) x NO SUBSTITUTION 5 CHORD INSERT VERSATRUSS INSERT x CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL CAPACITY ARE ACHIEVED. THE 8 COLUMN BASE ESP 20OT-PTB NO SUBSTITUTION x 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE 6 OPTIONAL LATERAL TRUSS ESP-Vr10-600 2 X IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS MUST BE DETERMINED BY A PROFESSIONAL 9 CHORD INSERT VERSATRUSS. INSERT X NO SUBSTITUTION ) REQUIRED VT-10T-600-UD OR VT-10T-600 TRUSS PICK MUST BE PLACED BETWEEN -.THE REQUIRED VT-10T-600-UD OR VT-10T-600 TRUSS PICK MUST BE PLACED BETWEEN THE .` ENGINEER LICENSED IN LOCALITY OF THE INSTALLATION. 10 618.2.3.1M Hex, cap MIOX1.5x7OMM HEX CAP SCREW x WEB TUBES ON THE CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL WEB TUBES ON THE CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL screw, MID X 1.5 X 70 -26N CAPACITY ARE ACHIEVED. THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS CAPACITY ARE ACHIEVED, THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS 818.22M - Plain Washer, MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE ARCHITECTURE 105 BROADWAY 11 10 MM, Regular MID PLAiN WASHER x INSTALLATION. INSTALLATION. / CONTINUE STRUCTURE PATTERN TERMINATE MAXIMUM UDL 65 FT UNSUPPORTED SPAN 4TH FLOOR PLANNING NASHVILLE, TN 37201 #/ ( ) M10X1.5 NYLON INSERT LOCKNUT x (P) 615.244.8170 1z AM-MiD-N o •• (F) 615,244.817 WITH FACE CORNER AND VERTICAL COLUMN (ANY COMBINATION OF N, MOUNT, AND SERVICES) MAXIMUM UNSUPPORTED SPAN 3M INTERIORS 9 GRAPHICS www.mjmarch.com 21.65 118.11 16.75 3000 OPTIONAL LATERAL OPTIONAL LATERAL f I - OPTIONAL LATERAL TENSION CONNECTION OPTIONAL LATERAL o •• TENSION CONNECTION 5 PATTERN CONTINUES OR TERMINATES 6 CONNECTION PATTERN CONTINUES OR TERMINATES CONNECTION 0 0 • • � �'`' �� 5 p 3 o e o s e s 41 Q0 a Y 5 C'` 0 3 0 o OPTIONAL LATERAL CONNECTION PATTERN CONTINUES OR TERMINATES OPTIONAL LATERAL CONNECTION PATTERN CONTINUES OR TERMINATES - To s % MAXIMUM UDL 65#/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF N, MOUNT, AND SERVICES) MAXIMUM UDL 65#/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF TV, MOUNT, AND SERVICES) MAXIMUM POINT MAXIMUM UNSUPPORTED SPAN 3M MAXIMUM UNSUPPORTED SPAN 3M MAXIMUM VERTICAL LOAD PER CONNECTION 325# LOAD 100# 1 - ao TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN OVERHEAD ATTACHMENT BY OTHERS, SEE CD a rn VT-10T-600 RIGGING AND SAFE WORKING LOADS N DRAWING FOR CONNECTION DETAILS MAXIMUM VERTICAL LOAD PER CONNECTION 325# _____________________________________________ -- ,.----____-__-______-_ 118.11 [3000.00] OVERHEAD ATTACHMENT BY OTHERS, SEE 118.11 [3000,00] ---------------------------_•- -- --- - --------'---'_"----------"` VT-10T-600-FMTP LOADING AND RIGGING TRUSS 3 'S.- - I 11------------------------------------------------------------------ -------- fl PICK RIGGING FOR CONNECTION DETAILS 4 1 FORWARD CONNECTION 2 POINT TO BALANCE N # UNDER 65 MASS OVER 65 N CONNECTION TO FLOOR BY OTHERS WITH PICK POINT TV PICK POINT 11 11 1/2" ANCHORS THRU 9/16" HOLES 3 10 12`' YX DETAIL A TYPICAL CHORD CONNECTION 0 0 0 + 0 0 o M- SCALE 1:5 TYPICAL CHORD HARDWARE TORQUE ESP-KNX ENGINEERED SYSTEMS 1 ESP-KNX ENGINEERED SYSTEMS 1 ESP-KNX ENGINEERED SYSTEMS CONNECTION TO 16 LBS-FT DISTRIBUTORS FOR PLANET FRNESS DISTRIBUTORS FOR PLANET FITNESS DISTRIBUTORS FOR PLANET FITNESS 1 1 FRANCHISEES a FRANCHISEES FRANCHISEES 0 T® ,� Copyright Entertainment Structural Products 2015 .. Copyright Entertainment Structural Products 2015�.. 3 Copyright Entertainment Structural Products 2015 UNLESS OTHERWISE SPECIFIED: '� UNLESS OTHERWISE SPECIFIED: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES 1 1 (866) 725-6176 DIMENSIONS ARE IN INCHES (B66) 725-6176 pIYEN510NS ARE IN INCHES (866) 725-6176 TOLERANCES. 602 FRONT ST. ESSINGTON, PA 19029 TOLERANCES.. 602 FRONT ST. ESSINGTON, PA 19029 TO�RANC 602 FRONT ST. ESSINGTON, PA 19029 FRACTIONAL * 1/32 FRACTIONAL * 1/32 FRACTIONAL * 1/32 ANODUR: MACH i.25 BEND *5 TITLE: ANGULAR: MACH *.25 SEND *S TITLE: ANGULAR: MACH *.25 BEND *.5 TITLE: TWO PLACE DECIMAL *.01 MAXIMUM POINT TWO R PUCE DECIMAL *.0 TWO PLACE DECIMAL *.Ot THREE PUCE DECIMAL t.005 THREE PUCE OECINAL t.005 7xREE PLACE OECiMA *LOOS SUSPENDED SY UNDERSLUNG FLOOR COLUMN MOUNT SYSTEM LOAD 100# FACE MOUNT OVERHEAD SYSTEM MAXIMUM POINT PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC PROPRIETARY AND CONFIDENTIAL INTERPRET cEOMETRIc PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC SYSTEM THE INFORMATION CONTAINED IN THIS TIX.ERANCWG PER COMMENTS: THE INFORMATION CONTAINED IN THIS TO(IINi1CING PER COMMENTS: LOAD 100# THE INFORMATION CONTAINED IN THE TOLERANCING PER COMMENTS: DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. N0. REV DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. N0. REV DRAWING 6 TIE SOLE PROPERTY OF MATERIAL SIZE DWG. N0. REV TNTERTAINMENT STRUCTURAL PROWCTS. ENTERWNMENT STRUCTURAL PRODUCTS. ENTERIAINMFNT STRUCTUPR PRODUCTS. ANY REPRCOUCRON IN PART OR AS A FINISH TV MOUNT METHODS R ANY REPRODUCTION IN PART OR AS A N MOUNT METHODSTV WHOLE WITHOUT THE WRITTEN PERMISSION D ASSEMBLY DRAWING L_J WHOLE WTDHNR THE WRTTTEN PERMSSION FINS ,D g _ ANY R WITHOUT THE RI PART ER IS I FINISH D AMOUNT METHODS L) OF ENTERTAINMENT STRUCTUAL OF ENTERTAWMEM STRUCTURAL ASSEMBLY DRAWING W"O OF ENTERTAINMENT WRITTEN PERMISSION D ASSEMBLY DRAWING PRODUCTS IS PROHIBITED. SCALE: 1:201 WEIGHT: ISHEET 1 OF 3 PRODUCTS IS PROHIBITED. SCALE: 1:201 WEIGHT: ISHEET 2 OF 3 PRODUCTS IS PROHIBITED. SCALE: 1:201 WEIGHT: ISHEET 3 OF 3 TRUONFIGU TION - FLOOR LU COMN MOUNT SYSTEM TV TRUSS CONFIGU TION -FACE MOUNT OVERHEAD SYSTEM TV TAUS CONFIGU TIO - USPEN NDERSLUNG SYSTEM SCALE: N.T.S. SS CSCALE: N.T.S. (��SCALE: N.T.S. GENERAL NOTES: GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. RIGGING AND ASS'Y NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY, LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE LOOP ASSEMBLY Vr-10T-600-UD- MACHINED BODY 1 1 VT-10T-600-UD-FMTP MACHINED BODY 1 SUITABLE FOR USE WITH 3/8" CLEVIS PIN CONNECTION. 1 VERSATRUSS BODY 1) LOADS: LOAD RATINGS ARE GIVEN FOR THE CONFIGURATIONS SHOWN. OTHER CONFIGURATIONS AND CABLE TERMINATION MUST NOT INTERFERE WITH CLEARANCE POCKET OR MATERIAL: 6061-T6 ALUMINUM 2 Vr-t0T-600-UD- MACHINED CLAMP i BALANCING TRUSS PICK MAY BE PLACED ANYWHERE ALONG THE TOP CHORD OF THE TRUSS 2 ) 2 Vr-10T-600-LAD-FMTP_ MACHINED CLAMP 1 ORIENTATIONS MUST NOT BE USED WITHOUT CONSULTING THE MANUFACTURER AND OBTAINING CLAMP VERSATRUSS WHERE IT DOES NOT INTERFERE WITH A WEB CLAMP CABLE FAILURE MAY RESULT 3 HX-SHCS 0.25-20x1.5x1-N 1 CHAIN LINK OR APPROVED WRITTEN USE INSTRUCTIONS. FAILURE MIGHT RESULT FROM OVERLOADING CONDITIONS. FINISH: NONE OR TYPE 2 CLASS 2 ANODIZE /4-2o x 1.s ALLOY srtcs 2 3 .312 CHAIN LINK/CABLE 1 BY OTHERS PER CUSTOMER COLOR SPECIFICATION 4 HX-SHCS 0.25-20xix1-N 1/4-20 X 1 ALLOY SHCS 2 2) TRUSS PICK SHALL NOT BE USED TO LATERALLY STABILIZE SUSPENDED LOADS AND TERMINATION CABLE CONNECTION 1 2) CONNECTIONS: ALL CONNECTIONS AND TENSION MEMBERS USED IN CONJUNCTION WITH THIS SHALL ONLY BE LOADED AS SHOWN 4 91274A180 1/4-20 X 1-3/8 SHCS ALLOY PLATED DEVICE MUST BE RATED FOR OVERHEAD USE WITH A MINIMUM S.F. 5 RATING. 5 91274AI72 1/4-20 X 1 SHCS ALLOY PLATED 1 3) USE OF THIS TRUSS PICK MAY RESULT IN DERATING OF THE SUPPORTED TRUSS MAX. POINT s s83osA9t6 3/8X1.25 ALLOY STEEL CLEVS PIN 3) CONSULT YOUR BUILDING ENGINEERS FOR SEISMIC RATED OVERHEAD APPLICATIONS AND LOAD AS WELL AS THE UNIFORM DISTRIBUTED LOAD W RESTRAINT 1 APPROVALS AS THE RATINGS ON THIS DEVICE MAY BE MUCH GREATER THAN THE ALLOWABLE LOADS ON THE TRUSS ITSELF. "ADDITIONAL SEISMIC LOADING HARDWARE OPTIONAL. 2400L8 MAX 4) DIFFERENT LOAD PATH CONFIGURATIONS AVAILABLE (CONSULT THE FACTORY) 1 4) BODY AND CLAMP MATERIAL: 6061-T6 ALUMINUM 5) STANDARD BODY MATERIAL (BARE 6061-T6 ALUMINUM WITH PLATED STEEL FASTENERS AND 1 ) Per��oyD HARDWARE) ANODIZED FINISHES AVAILABLE (CONSULT THE FACTORY) 2 T` 5) THREADED FASTENERS: ZINC PLATED STEEL 1 _l 6) CLEVIS PINS: ZINC PLATED STEEL � i 0 0 0 LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE & LOOP ASSEMBLY SUITABLE FOR USE WITH 3/8" 500LB MAX CLEVISPIN CONNECTION. CABLE TERMINATION MUST NOT INTERFERE WITH 2400LB MAX 500LB MAX CLEARANCE POCKET OR CABLE FAILURE MAY RESULT 30` BY OTHERS --- -- MAX i, 3/8" CLEVIS PIN W/ __ 6' __ _3 0 4 SPRING SECURED REATINER 0 3/8" FORGED STEEL OVAL NUT EYE 2 6 0 PLANET �'•� � J � Iz WITH 3/8-16 B-7 STEEL STUD FOR USE WITH LATERAL SEISMIC RIGGING MAYBE BE INSTALLED IN ANY 5/16 PROOF CHAIN OR FITNESS� APPROVED CABLE CONNECTION o UNUSED CROSS HOLE 1.75 1.75 SUITABLE FOR 3j8 PIN 135° 0 600LB MAX 600# MAX SAFE LOAD ANTI -ROLL CONFIGURATION MAX. SAFE �`38 THIS INCLUDED ANGLE 300LB MAX WORKING LOAD 600LB 300LB MAX 1.QO I .25-20 1.5 SHCS - EITHER BALANCE HOLE TORQUE 1/4-20 SHCS SUITABLE SOLID ROD OR THREAD I BELLE FOREST RD. TERMINATED CABLE ASSEMBLY ALLOY (MIN YIELD 25-30 IN -LB (2X) I 1 „ „ SUITABLE FOR LOAD TERMINATION�- - ) _ 42.00 OR 50MM TRUSS ' #208 NOT TO EXCEED 0.38" (BY OTHERS) P/f3 F 40T &UD AeAU IL.n� ,.,n! snn ___ e CHORD PAT,IPENIDING 600LBS $ING(,E HUNG - NASHVILLE, TN 37221 BODY AND CLAMP -- j MATERIAL 6061-T6 EXTRUDED BAR + -: O 20 UNCONTROLLED DOCUMENT 0 VT-10T-600 Oca� 0 j (MiN YIELD 135KSI) 8) VT-10T-6000D 600LB MAX •6' STANDARD ----_ -- J----- 1.00 LIFT CHAIN OR RATED AIRCRAFT CABLE r VERTICAL LOADING` ASSEMBLY SUITABLE FOR USE WITH 3/8 .25-2OX 1.0 SHCS THIS PLANE ONLY .95 3.13 CLEVIS PIN CONNECTION (BY OTHERS) ALLOS! (MIN YIELD SAFETY NOTES _ O 7.87 ) ROD CONFIGURATION MAX. BOTH MAX POINT LOAD AND UNIFORM 300LB MAX SAFE WORKING LOAD 600LB 300LB MAX DISTRIBUTED LOAD RATINGS OF THE SUSPENDED TRUSS MAY BE DERATED AS A RESULT OF SINGLE TOP CHORD LOADING. CHECK WITH YOUR TRUSS MANUFACTURER NOTE: CONFIGURATIONS AND RATINGS SUBJECT TO CHANGE WITHOUT NOTICE, ALWAYS CHECK YOUR OVERHEAD GEAR BEFORE USE FOR FRAYING, VISIBLE DAMAGE, OR CRACKS, PAT. PENDING �' = '-' �, � y � �, � 5� ___r .- 92z�ffUNLESS OTHERWISE SPECIFIED: UNLESS OTHERWISE SPECIFIED: UNfES OTHERWISE S EC61E0: DIMENSIONS ARE IN INCHES (866) 725-6176 DMENsro�s ARE IN INCHES (866) 725-6176 SINGLE HUNG CONFIGURATION FOR BALANCED OR TOLERANCES TO ERANOEs:PLANET UNBALANCED WORKING LOADS MAX. SAFE WORKING 602 FRONT ST. ESS(NGTON, PA 19029 602 FRONT ST. ESSINGTON, PA 19029 IRTn�rs ARE W WcxTs (866) 725-6176 - FRACnaWM. * 1/3z FRACTIONAL * 1/32 602 FRONT ST. ESSINGTON, PA 19029 ANGULAR: MACH. *.25 BEND *.5 TITLE: ANGULAR: MACH, *.25 SEND *.5 TITLE: LOAD 600LB ANY VERTICAL LIFT POINT TWO PACE °EGO" *.°' TWO PUCE E DECIMAL *..0 VT -LOT LNG FO U LOADING T FITNESS Alu',pAR: MICN E.]5 9E11a *S TITLE: THREE MACE DECUUL *.Dos ut-tD-6DDUD TRUSS PICK THREE PUCE DECIMAL *LOOS nn HA(:E IxaMN. *.a, AND RIGGING FOR UNBALANCED rxRfT: FUCF DEOM Laos AN LOTAFE WORKIN RIGGING 300LB MAX 300L8 MAX PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC PROPRIETARY AND CONFIDENTIAL WTERPREr GEOMETRC SINGLE VERTICAL FACE RIGGING PROPRIETARY AND CONFIDENTIAL I., aEOW.1roc AND SAFE WORKING LOADS TOLERANCWG PER TOLERANCING PER ,aE�,x,K THE WffOa THEN OLE POP RT THIS COMMENTS: IXE WFORNARON CONTAINED IN 1H15 COMMENTS: ME WCRINnON NNTANEa W RO5 CONMFNR: DRAWING 6 THE SOLE PROPERTY OF MATERIAL SIZE DWG. N0: REV DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. NO. REV oPAxvrc W 9]IE RROPfRry MATERDL SIZE DWG. NO. REV ENTERTAINMENT STRUCTURAL PRODUCTS. ENTERTAINMENT STRUCTURAL PRODUCTS AS NOTED WRCV RODU TKW WaRLL PRO AS ANY REPRODUCTION W PANT ER IS I ANY REPRODUCTION IN PART OR AS A VF-1 OT-600-FMTP_LOAOWG AND D RFPROpUCiKW W FART 0A AS A DNy, F� WANIE WRROD( REPRODUCTION ,IN FAR PERMISSION A FINISH D VT-10-600UD-ASS'Y REVD D WHOLE WITHOUT THE WRITTEN PERMM*N FI"cH D RIGGING_RevB-02052015 u oc wmlaAr THE WRITTEN aOwssrx J_f PP -RATINGS AND CONFIGS a TNTa"NMrtxr sTmcTUwL OF EMERTANMENT STRUCTURAL OF ETUTERTNNAffNf STRUCTURAL AS NOTED RRagiCIS N R,MMBTIFD. SCALE 1:1 WEIGHT: SHEET i OF 1 PRODUCTS Is PROHIBRED. SCALE: 1:1 1 WEIGHT: ISHEET t OF 1 PRODUCTS 6 PROHIBITED. SCALE: 1:4 1 WEIGHT: ISHEET 1 OF 1 ( TV TRUSS _ CONFIGURATION - RIG I WORKING LOADS 5 TV TRUSS CONFIGURATION - TRUSS PICK TRUSS CONFIGU TION - LOADING RIGGING �22o WHEAT®N WAY SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. BREMERTON, WA 98310 KITSAP COUNTY NOTE: AS AN ALTERNATE TO STRAP BRACING OR BRIDGING PROVIDE (2) SIMPSON STRONG - AT TOP OF WALL, CONTRACTORS OPTION TO USE SLOTTED TIE 0.145" PDPT FASTENERS TRACK, DOUBLE TRACK OR POSITIVE ATTACHMENT CLIPS TO (OR EQUIV.) @ 48" O.C. MAX ACCOMMODATE DEFLECTION (WHERE WALLS EXTEND TO LLL DECK) PERMIT SET ATTACH DEFLECTION TRACK 0 TO STRUCTURE ABOVE a a O T METAL ROOF DECK, Q I DEEP LEG DEFLECTION 0 SEE PLAN 0 N3/z v TRACK, WIDTH AND N E 20GA DEEP LEG THICKNESS TO MATCH x SLIP TRACK. STUD -00 - M�/I 16308 MIN. 18 GA RUNNER TRACK SOLID BLOCKING @ 10'-0" LL GAP AMOUNT FOR Z O.C. MAX. VERTICAL MAKE RUNNER TRACK 8" n- a VERTICAL DEFLECTION LONGER THAN STUD INSIDE SPACING. CLIP FLANGES Q x OF TRACK 4" FROM EACH END. BEND TRACK AT Q C7 i NO. DESCRIPTION DATE O JOISTS, SEE PLAN � x � r CLIPPED FLANGES. BLOCKING AT 5'-4" O.C. MAX. N HORIZONTAL (EVERY 4TH STUD SPACING) N PROVIDE (2) SIMPSON STRONG- X cn i TIE 0.145" PDPT FASTENERS (OR X i EQUIV.) @ 48" O.C. MAX (WHERE g x I WALLS NOT TO DECK) x NO ATTACHMENT OF t X TRACK TO TRACK. r 1-1/4" x 20 GA. STRAPPING, SCREW4 an j TO EACH STUD FLANGE W/(1 �#10- INTERIOR METAL STUD WALL, Q 16 SCREW.(STRAPPING TO START SEE PLAN FOR TYPES 1 & END ON SOLID BLOCKING) c PERPENDICULAR TO JOISTS PARALLEL TO JOISTS 0 E USE 18GA RUNNERS ALONG BOTTOM DO NOT ATTACH STUDS OR STUD WALLS. - AT CONCRETE BASE m 20GA DEEP LEG SHEATHING TO DEFLECTION TRACK SHOOT RUNNER TO CONCRETE USING CAPPING TRACK. (2) SIMPSON STRONG -TIE PDP PINS @ PLACE 1 ROW OF LATERAL BRACING WITHIN 12" OF SCREW ATTACH BOTH PARTS OF CUT 16" O.C. - AT STEEL BASE SHOOT C (1)-#10-16 SCREW DEFLECTION TRACK. FLAT STRAPPING EACH SIDE OR FLANGE TO STUD ON EACH SIDE WITH RUNNER TO STEEL - USING 2 SIMPSON 2 #10 -16 SCREWS. () This drawing and the design shown is the property of the jy AT EACH FLANGE. COLD ROLLED CHANNEL CENTER BRIDGING PER () STRONG -TIE PDPT FASTENERS EVERY architect. The reproduction, copying or use of this drawing 4 MANUFACTURER STANDARD DETAILS. 16" O.C. SCREW VERT. STUDS TO without their written consent is prohibited and any SLAB ON GRADE. SLAB ON GRADE. infringement will be subject to legal action. MiL. STUDS. RUNNER USING (2) #10-16 SCREWS cc NOTE: INSIDE DIMENSION OF OUTER WALL STUD, TYP. SEE PLANS FOR SIZES. ALL STUD SEE PLANS. SEE PLANS. a TRACK TO BE 1/8" MORE THAN STUD MATERIAL THICKNESSES TO BE SIZED PER MANUF. USE (6) #10 - 16 SCREWS DETAILS DEPTH. STANDARD CHARTS OR SSMA TECHNICAL PRODUCT o EQUALLY SPACED ON EACH M GUIDE FOR UNBRACED HEIGHT USING 5 LBS. ' r LATERAL LOAD AND L/240 DEFLECTION SIDE OF BLOCKING. N c 7 CONSTRUCTION DOUBLE TRACK OPTION1 CON�TRUCT.ION -DEFLECTION TRACKI CONSTRUCTION -LATERAL BRACING1 CONSTRUCTION -STUD WALL B CING1 E 9 - 10- v SCALE: N.T.S. SCALE: SCALE: N.T.S. SCALE: N.T.S. O ryLA503 1..6 A I RAILING DETAIL N�W~�K��UU�»�� U ��U�� 900 BLACK PLUMBING FLANGE FOR 2" DIA. PIPE PLUMBING ELBOW, PIPE THREADED ON EACH END, MRTxK8RT STRECHTUNG BAR MOUNTING SCALE 11/2"=1y0' 3/4^RADIUS 8ULLNOGE CORNER BEAD AT ALL OUTSIDE CORNERS VINYL & RUBBER BASES TO FOLLOW WALL RADIUS. AT HARD BASE OR WAINSCOT MATERIALS (FRP, METAL, WOOD, ETC.) PROVIDE BULLNOSE TO 90 TRANSITION CAP AT TOP OF BASE WAINSCOT. CLARK-DIETRICH M85AO8EQUAL. RADIUS �� ~��UU x�x~��8�� v�v��U»��`� DETAIL 0 |d ENTRY RAILING EXERCISE RAILING . �o|� a. �� —� | 0 2" TUBE STEEL 2" TUBE STEEL tJ a (PLANET FITNESS (PLANET FITNESS r SILVER) PURPLE) 0 � cc ./ ' /"- 3"TUBESTEEL | ;-| | 3^TUBE STEEL | +- (PLANET FITNESS (PLANET FITNESS SILVER) I I PURPLE) . . . . / TUBE o/ r/uBE STEEL ---- (PLANET SILVER) YELLOW) Cv � � . . . S^XG^VVELBEDSTEEL - G�6"VVELDB]GTEEL P�TE PLATE LANFITNESS SILVER) FITNESS PURPLE) B 5/8" GYP. BD. ON METAL STUD WALL (TYPj MARL|TEEDGE TR|M-- 4'-U"MARL[7E'--- VOLTAFLEX PANEL 6"VINYL COVE 8ASE— LAp[VERANOADHERE TOBOTTOM EDGE OF MARLITE PANEL 3/8" LAUAN ORGYP. -- BD. BACKER BEHIND VINYL BASE RUBBER FLOOR|N8-- ��kU�K�� UU»0��»_� U ��^�`�~ *PROVIDE METALLIC FINISH WAINSCOT PANELS SILVER). INCLUDE EMBOSSED PLANET FITNESS LOGO ON EVERY FOURTH PANEL. CONFIRM MARL|TE MODEL/FINISH SELECTION WITH OWNER. | — PAINT ASSCHEDULED ;04) EDGE TRIM TOMATCH WALL VOLTAFLEX PANEL JOINTS AS REQUIRED. ALUMINUM ANGLE AT ALL OUTSIDE CORNERS OF MARLITE WAINSCOT. INTERIOR CORNERS AND TOP CAP PIECE TO BE MARLITE TRIM. BLACK VINYL BASE, LAP OVER TOP SHEET METAL WAINSCOT 3 | ;D ^ 1X PAINT GRADE FACE FRAME, ALL EXPOSED EDGES AND FACES PAINTED BLACK ) PANEL, TYP ON ALL EXPOSED WALLS °PROV|DE1-1/2.x1-1/2^x1/8" ALUMINUM ANGLE ATALL OUTSIDE CORNERS OFMARL|TEWAINSCOT. INTERIOR CORNERS AND TOP CAP PIECE TO8EMARL|TETRIM. 5/8 GYP. BDONMETAL STUD FRAMING, SEE FLOOR PLAN FOR WALL TYPES NOTE: PAINT ALL INTERIOR SURFACES FLATVVH|TE. PAINT ALL EXTERIOR SURFACES EXPOSED TOVIEW SATIN BLACK) 2X6FRTBLOCKING FOR FACE FRAME ATTACHMENT, ALL 4SIDES OFOPENING. SECURE TOSTUDS N8#8TEKSCREWS (OR EQUAL) @ FACE FRAME, PAINT GRADE POPLAR 0RBIRCH VWSPLINE ORBISCUIT REINFORCED MITERED CORNERS PAINT ASSCHEDULED - SEE ELEVATIONS EDGE TRIM TOMATCH WALL PANELS MARL|TE-VOLTAFLEXPANEL �-- -��- -� -- I f--...-. I-- —F� | JOINTS /��REC)U|RED BLACK VINYL BASE, LAP OVER TOP SHEET METAL WAINSCOT 105BROADWAY 4TH FLOOR wAsHVLUE.TN37201 (P)615.244.817O (F)O15,244.8141 PLANET FITNESS - TN 161 BELLE FOREST RD. KITSAP COUNTY NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DETAILS ��K�^ W8 d�� N ��N� �� SCALE: 11sr=1x0" DOOR & FRAME SCHEDULE JAMB HEAD HEAD HARDWARE MARK LOCATION :::::::::::::]��TYP�E�DOOIR`MATERIAL WIDTH HEIGHT THICKNESS MATERIAL JAMB TYPE MATERIAL TYPE SET COMMENTS SIGNAGE INTERIOR FINISH SCHEDULE NATIONAL MARK DESCRIPTION MANUFACTURER MODEL COMMENTS FURNISH INSTALL ACCOUNT 1 3' - 0" T - 0" 1 3/4" 2 - T - 0" T - 0" 1 3/4" 102 BLACK CARD SPA A ALUM / GLASS 6' - 0" 8' - 0" 1 3/4" - - - 9 - - 105 BEAUTY B Sc T - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 106 BEAUTY B Sc 3' - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 107 TANNING B SC T - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 108 TANNING B Sc T - 0" T - 01' 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 109 TANNING B Sc T - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT "ACCESSIBLE" 110 TANNING B Sc T - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 111 TANNING B SC T - 0" T - 0" 1 3/4" HM 1/A601 HM 3/A601 1 2" UNDERCUT - 112 OFFICE B Sc 3' - 0" 7' - 0" 1 3/4" HM 2/A601 HM 4/A601 4 - "EMPLOYEES ONLY" 113 UTILITY B Sc 3' - 0" T - 0" 1 3/4°' HM 11/A601 IHM 3/A601 16 - "EMPLOYEES ONLY' HARDWARE 1 SET 1. INTERIOR DOOR (PRIVACY W/ INDICATOR) SET 6. INTERIOR DOOR (UTILITY) 1 1/2 PAIR HINGES ECBB1100 HAGER 1 112 PAIR HINGES ECBB1100 HAGER 1 LATCHSET (PASSAGE) C510 LC DORMA 1 LATCHSET (STOREROOM) C580 LC DORMA 1 DEADBOLT (INDICATOR) B571 SCHLAGE w/ KNURLED FINISH 1 WALL STOP 236W HAGER 1 WALL STOP 236W HAGER 3 SILENCERS 307D (GRAY) HAGER 3 SILENCERS 307D (GRAY) HAGER 1 CLOSER 2721 TBGN YALE SET 2. INTERIOR DOOR (PRIVACY) 1 PANIC DEVICE F9300BxYR08 DORMA 1 1/2 PAIR HINGES ECBB1100 HAGER 1 LATCHSET (PRIVACY) C540 LC DORMA SET 7. ENTRANCE DOOR 1 WALL STOP 236W HAGER 1 1/2 PAIR HINGES 3 SILENCERS 307D (GRAY) HAGER 1 INTERCONNECTED J210 LC HAGER LOCKSET SET 3. INTERIOR DOOR (STOREROOM) 1 DOOR CLOSER 2721 TBGN YALE 1 1/2 PAIR HINGES ECBB1100 HAGER 3 SILENCERS 307D (GRAY) HAGER 1 LATCHSET (STOREROOM) C580 LC DORMA 1 ADA THRESHOLD HAGER 1 WALL STOP 236W HAGER 1 SET WEATHERSTRIPPING HAGER 3 SILENCERS 307D (GRAY) HAGER 1 BOTTOM SEAL HAGER 4. INTERIOR DOOR (OFFICE) SET 8. ENTRANCE DOORS (BY STOREFRONT MANUF.) 1 1/2 PAIR HINGES ECBB1100 HAGER 2 SETS OFFSET HINGES 1 LATCHSET (OFFICE) C550 LC DORMA 2 PANIC EXIT DEVICES W/ CONCEALED VERTICAL ROD 1 WALL STOP 236W HAGER 2 DOOR PULLS 3 SILENCERS 307D (GRAY) HAGER 2 DOOR CLOSERS 1 THRESHOLD 5. INTERIOR DOOR (PASSAGE) 1 SET WEATHERSTRIPPING 1 1/2 PAIR HINGES ECBB1100 HAGER 2 DOOR BOTTOM SEALS 1 LATCHSET (PASSAGE) C510 LC DORMA ** HARDWARE SUPPLIER TO PROVIDE MORTISE 1 WALL STOP 236W HAGER CYCLINDER KEYED TO BUILDING MASTER** 3 SILENCERS 307D (GRAY) HAGER SET 9. FULL GLASS DOORS (BY GLASS DOOR MANUF.) 2 SETS CONCEALED 180 DEG. PIVOT HINGES CONCEALED CLOSERS IN TOP RAIL 10" ADA COMPLIANT BOTTOM RAIL NO LATCH 60" PULL BARS EACH SIDE (BACK TO BACK MTG) ** GLASS DOOR & HARDWARE BY CR LAURENCE OR APPROVED EQ.** SEE SCHED. w 0 w U) TEMPERED GLASS O DOOR LEGEND SCALE: 1/4" = 1'-0" 5/8" GYPSUM BOARD ON 3-5/8" METAL STUD FRAMING P-0- <7 LO v- SEE SCHED. � U 0 w W W I w cn O ADJUSTABLE JAMB ANCHOR 2" D.O. 1 PAINTED DOOR - SEE SCHEDULE PAINTED H.M. FRAME Aft DOOR JAMB DETAIL 4'-0" �• r SCALE: 3/8" = 1'-0" 5/8" GYPSUM BOARD ON 6" METAL STUD FRAMING 1. CONFIRM DOOR LOCKSET FUNCTIONS WITH OWNER. 2. ALL HARDWARE TO HAVE 626 (SATIN CHROME FINISH) UNLESS NOTED OTHERWISE. 3. ALL HARDWARE TO BE ADA COMPLIANT. 4. PROVIDE DOOR STOPS FOR ALL DOORS. 5. FOR EXISTING EXIT DOORS - SERVICE / REPLACE PANIC BARS, HINGES AND CLOSERS. NOTIFY OWNER OF ANY HARDWARE MALFUNCTION. 6. PROVIDE TWO KEYS FOR EACH LOCK. 7. PROVIDE TWO MASTER KEYS WHICH OPEN OFFICE AND JANITOR. 8. PROVIDE ADA COMPLIANT SIGNAGE 9. ALL INTERIOR WOOD DOORS TO BE ROTARY CUT BIRCH VENEER U.O.N. 10. EXIT DEVICES SHALL BE UL 305 PANIC LISTED EXIT DEVICES THAT OPEN UNDER SIMPLE PRESSURE IN COMPLIANCE WITH FBC 1008.1.9 AND NEC 110-26(C)(3) 11. DOORS THAT LEAD TO AREAS THAT MIGHT PROVE HAZARDOUS TO A PERSON WHO IS BLIND, SHALL BE MADE IDENTIFIABLE TO THE TOUCH BY A TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL OR OTHER OPERATING HARDWARE. 12. ALL NEW DOORS MUST BE EQUIPPED WITH LEVER TYPE HANDLE. 1 "x1-3/4" ALUMINUM CHANNELFRAME ANCHORED TO FLOOR AND WALL 1/2" CLEAR TEMPERED GLASS W/EASED EDGES & APPLIED WINDOW FILM - VERIFY FILM TYPE W! OWNER ADJUSTABLE JAMB ANCHOR 2" D.O. PAINTED DOOR - SEE SCHEDULE PAINTED H.M. FRAME D2 O J DETAIL SCALE: 1 1/2" = 1'-0" PAINTED H.M. FRAME PAINTED DOO SEE SCHEDUL SCALE: 1 1/2" = 1'-0" LWMAU INTERIOR: *PLANET FITNESS PURPLE (Y38T154) SATIN BASE W 1 WHITE 26/32 1 /64 L1 BLUE 14132 1/128 R3 MAGENTA (60Z.) 57/32 1/164 1/128 *PLANET FITNESS YELLOW (738Y157) SATIN BASE R4 NEW RED 9/32 1/128 B1 BLACK 1/128 W1 WHITE (100Z.) 32/32 *DOVER WHITE (SW6385) 200 EGGSHELL *SAMOVAR SILVER (SW6233) - FOR GEARS ONLY R-185 G-180 B-191 EXTERIOR: *PLANET FITNESS PURPLE (A89T54) SATIN BASE B1 BLACK 12/32 W 1 WHITE 22/32 R3 MAGENTA (40Z.) 28/32 *PLANET FITNESS YELLOW (Y8Y57) SATIN BASE N1 RAW UMBER 1/32 1/64 R4 NEW RED 2/32 1/164 W 1 WHITE (20Z.) 2/32 1 /64 1/128 *DRIFTWOOD GRAY (SW3027) SATIN BASE (5 GALLON FORMULA) B1 BLACK (20Z.) 51/32 N1 RAW UMBER (20Z.) 61/32 R2 MAROON 5/32 W1 WHITE (60Z.) 18/32 * MANDATORY COLOR SCHEMES (PER CLUB PERCENTAGES - 25% WALLCOVERINGS ARE REQUIRED IN ALL CLUBS) - 50% WHITE - 30% YELLOW - 20% PURPLE 5/8" GYPSUM BOARD ON 3-5/8" METAL STUD FRAMING PAINTED H.M. FRA PAINTED SEE SCH SCALE: 1 1/2" = 1'-0" R 1 /R" 5/8" GYPSUM BOARD ON 6" METAL STUD FRAMING ACOUSTICAL CEILING TILE ACT-1 SUSPENDED ACOUSTICAL CEILING TILE - 24x241N JARMSTRONG OR EQUAL DUNE 1774 ANGLED TEGULAR EDGE W/ 15/16" PRELUDE XL GRID SYSTEM 1CONTRACTOR CONTRACTOR NO ACT-3 SUSPENDED ACOUSTICAL CEILING TILE - 24X241N - WOOD PATTERN NORTHEAST COLOR, INC PF9950 PF9951 SUSPENDED CEILING RAIL COVERS W/ BLACK GRID CONTRACTOR CONTRACTOR NO FIBER REINFORCED PANEL FRP-1 ACROVYN MISSION WHITE PRINTED SPROCKET GRAND ENTRANCE - 040 THICKNESS, MATCHING TRIMS, ADHESIVES & PRIMER CONTRACTOR PANELS - 48X961N 7 �CONTRACTO"S:: GRANITE SS-1 I GRANITE - COUNTERTOPS & WALL CAPS - BLACK GALAXY CONFIRM W/ OWNER PRIOR TO ORDERING CONTRACTOR I CONTRACTOR I NO PAINT PT-1 WALL PAINT - PLANET FITNESS PURPLE SHERWIN WILLIAMS Y38T154 SATIN ICONTRACTOR CONTRACTOR YES PT-2 WALL PAINT- PLANET FITNESS YELLOW SHERWIN WILLIAMS 738Y157 SATIN CONTRACTOR CONTRACTOR YES PT-3 WALL PAINT - DOVER WHITE SHERWIN WILLIAMS SW 6385 EGGSHELL CONTRACTOR CONTRACTOR YES PT-5 CEILING PAINT - FLAT BLACK SHERWIN WILLIAMS B42BW3 WB DRYFALL CONTRACTOR CONTRACTOR YES PT-6 ACCENT PAINT- GLOSS BLACK SHERWIN WILLIAMS 13661311 DTM CONTRACTOR CONTRACTOR YES PT-7 ACCENT PAINT - FIREWORKS SHERWIN WILLIAMS SW 6867 EGGSHELL CONTRACTOR CONTRACTOR YES PT-8 ACCENT PAINT - SAMOVAR SILVER SHERWIN WILLIAMS SW 6233 EGGSHELL CONTRACTOR CONTRACTOR YES PLASTIC LAMINATE PL-1 CASEWORK PLASTIC LAMINATE NEVAMAR BLACK, TEXTURED #S-6-53T EXPOSED FACES CONTRACTOR CONTRACTOR NO RUBBER RF-1 RUBBER FLOORING ADIRONDACK OR ECORE BLACK W/ 30% YELLOW/PURPLE 19MM THICKNESS - IBC CLASS II MINIMUM I OWNER IVENDOR IYES TILE CT-1 NON -SLIP CERAMIC FLOOR TILE - 6X241N CREATIVE MATERIALS CORP OR FITZGERALD TILE ESTATE ORCHARD OR 25585 BERKSHIRE WALNUT GROUT: HYDROMENT KAHLUA CREAM #H143. VERIFY W/ OWNER PRIOR TO ORDERING. CONTRACTOR CONTRACTOR YES WAINSCOT MAR-1 IWAINSCOTPANEL I MARLITE VOLTAFLEX - CROSSHATCH SILVER SQUARE 5 PATTERN W/ EMBOSSED LOGO CONTRACTOR 1CONTRACTORIYES WALL COVERING WC-01 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC PF9001 PURPLE W/ LARGER GEAR PATTERN CONTRACTOR CONTRACTOR YES WC-05 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC PF9005 YELLOW WALLCOVERING, LARGER GEAR PATTERN CONTRACTOR CONTRACTOR YES WC-07 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC WP9007A/ WP9007B WHITE W/ LARGE GREY PF & GREY GEARS CONTRACTOR CONTRACTOR YES SCHEDULEROOM NO. NAME FLOOR FINISH BASE FINISH 7 WALL FINISH CEILING FINISH 101 RECEPTION CT-1 VB-1 SEE ELEVATIONS ACT-1 102 BLACK CARD SPA CT-1 VB-1 SEE ELEVATIONS ACT-1 103 MASSAGE CT-1 VB-1 SEE ELEVATIONS ACT-3 104 HYDRO CT-1 VB-1 SEE ELEVATIONS ACT-3 105 BEAUTY CT-1 VB-1 SEE ELEVATIONS ACT-1 106 BEAUTY CT-1 VB-1 SEE ELEVATIONS ACT-1 107 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 108 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 109 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 110 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 111 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 112 OFFICE CT-1 VB-1 PT-3 ACT-1 113 UTILITY - VB-1 PT-3 ACT-1 117 PF360 & STRETCHING RF-1 VB-1 SEE ELEVATIONS ACT-1 118 30 MINUTE RF-1 VB-1 SEE ELEVATIONS ACT-1 NOTES 1. PAINT ALL NEW & EXISTING GYP. BD., DOOR FRAMES, METAL DOORS, EXPOSED WOOD TRIM AND OTHER EXPOSED UNFINISHED CONSTRUCTION WITH STANDARD PLANET FITNESS PAINT SCHEME: PURPLE, YELLOW, BLACK 2. PROVIDE WAINSCOT ON WALLS AS SHOWN ON FLOOR PLAN & INTERIOR ELEVATIONS. 3. ALL NEW GYP. BD. IN TOILET AND SHOWER AREAS SHALL BE MOISTURE RESISTANT. 4. SEE FLOOR FINISH & REFLECTED CEILING PLAN DRAWINGS FOR ADDITIONAL INFORMATION. 5. PROVIDE CEMENT BOARD BEHIND ALL CERAMIC WALL TILE. 6. SEE INTERIOR ELEVATIONS FOR WALL TILE LOCATIONS. 7. INTERIOR WALL, WAINSCOT AND CEILING FINISH SHALL BE MINIMUM IBC CLASS C FLAME SPREAD AND SMOKE DEVELOPED RATING MAX 200 (FLAME SPREAD INDEX) AND MAX 450 (SMOKE DEVELOPED RATING) IBC TABLE 803.9. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAN CLASS II IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH THE DOCFF-1 "PILL TEST" (CPSC 16 CFR, PART 1630). SMOKE DEVELO""'PED INDEX CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450 CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450 CLASS B: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450 PLANNING GRAPHICSINTERIORS PLANET FITNESS 105 BROADWAY 4TH FLOOR NASHVILLE, TN 37201 (P) 615.244.8170 (F) 615.244.8141 www.mimarch.com 161 BELLE FOREST .D 4220 WHEATON KITSA• COUNTY NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. C H EDU LES r�. r, GENERALNOTE MISCELLANEOUS STEEL PLATES CODE: SEATTLE BUILDING CODE -- 2015 EDITION MISCELLANEOUS STEEL PLATES SHALL CONFORM TO ASTM A36 (fy=36,000 PSI). WELDS NOT ALL ASTMS CALLED OUT ARE TO BE THE LATEST EDITION SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS -- USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. LIVE LOADS APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTED BUILDING RISK CATEGORY II (IBC TABLE 1604.5) OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL HAVE MINIMUM EMBEDMENT PER IBC TABLE 1908.2. GRAVITY LOADS: FLOOR ............. 50 PSF EPDXY DO WELS EPDXY SHALL BE SIMPSON "EPDXY —TIE SET—XP" FROM SIMPSON STRONG —TIE PLEASANTON, CA. - � � - LATERAL LOADS: ANCHORING ADHESIVE SHALL BE ATWO—COMPONENT HIGH —SOLIDS EPDXY —BASED SYSTEM SEISMIC ... SITE CLASS "D" SUPPLIED IN MANUFACTURER'S STANDARD CARTRIDGE AND DISPENSED THROUGH A STATIC —MIXING 99D " NOZZLE SUPPLIED BY THE MANUFACTURER. THE ADHESIVE ANCHOR SHALL HAVE BEEN TESTED AND SEISMIC DESIGN CATEGORY 6, 3 5/8" (20 GA) METAL IMPORTANCE FACTOR Ie = 1.0 QUALIFIED FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE PER ICC—ES—AC308. 0 TRACK W/ #8 SCREWS Ss = 1.503g Si = 0.596g DOWELS SHALL BE DEFORMED BAR PER "REINFORCING STEEL" NOTE ABOVE. PROVIDE SIZE AND 0 12"o.c. (STAGGERED) FA = 1.000 Fv = 1.500 EMBEDMENT AS SPECIFIED ON PLANS AND DETAILS. DOWELS SHALL BE INSTALLED PER SIMPSON 0 SDs = 1.002g SDI = 0.596g STRONG—TIE'S INSTRUCTIONS FOR SET—XP EPDXY —TIE ADHESIVE. R = 2 (METAL STUD PARTITIONS) LIGHT GAUGE STEEL FRAMING w d NOTE.- PLACE 2 X 8 FOUNDATION AS NOTED ON PLANS. 14 AND 16 GAUGE CONFORM TO ASTM A653, GRADE D. 18 GAUGE AND LIGHTER q OF TRUSS FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: CONFORM TO ASTM 446, GRADE A. MINIMUM SECTION PROPERTIES FOR STUDS ARE AS FOLLOWS: PANEL POINTS DETAIL 'aces 6" X 18 GA.; Ix=1.652 IN4, Sx=.542 IN3, FOOTING BEARING PRESSURE:.... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED 4" X 18 GA.; Ix=.934 IN4, Sx=.467 IN3, STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) 3 5/8" X 18 GA.; Ix=.885 IN4, Sx=.472 IN3, 3 5/8" (16 GA) METAL STUDS 2 X 8 EA SIDE W/ LATERAL EARTH PRESSURE: ..... 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) (3) #8 SCREWS TOP WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D 1.3-2008. UTILIZING E60XX OR E70XX w SUSPENDED FROM (E) ROOF & BOTTOM 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST NON DESTRUCTIVE TEST TO VERIFY PROPER TRUSSES W/ (2) #8 SCREWS COEFFICIENT OF FRICTION: ..... 0.35 WELDS. WELDING WILL BE PERFORMED BY WABO—CERTIFIED WELDERS. z o w O O e EA JOIST m z^ (E) 36" TJL ROOF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINISH GRADE. SLABS AND �MgpZ � 3 ¢ x JOISTS 0 24"o.c. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM z 3 3 5/8" (20 GA) METAL DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE 2X MEMBERS .............. H.F.#2 (Fb=1270 psi REP.) (2 X 6 OR LESS) JOIST BLKG W/ (2) #8 H.F.#2 (Fb=1035 psi REP.) (2 X 8 OR LARGER) w 4 X 8 W/ SIMPSON OF BUILDING PERIMETER. A � SCREWS EA END 4X MEMBERS . — ') (4 X 10 OR LESS) a LUS48 HGRS EA END D.F.#2 (Fb-1080 psi F w ¢ ^ ^ CONCRETE D.F.#2 (Fb=990 psi) (4 X 12 OR LARGER) cn N 5 5/8" (20 GA) METAL STUDS � f c = 2500 psi FOR FOOTINGS & SLABS ON GRADE (UNINSPECTED — 5 1/2 SACK MIX) 6X MEMBERS .............. D.F.#1 (Fb=1350 psi) WORKING STRESS DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION LUMBER NOT NOTED TO BE ...... D.F.#2 C/S1.1 3 5/8" (20 GA) METAL ° OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTIONING BOLTS IN WOOD CONFORM WITH ASTM A307. JOISTS AS SHOWN e o OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 5 " MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST p FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD A OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CUT WASHERS. PLATE WASHERS A MINIMUM OF 3" X 3" X 1/4" SHALL BE USED AT ALL SILL PLATE RECEPTION CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. ANCHOR BOLTS. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT 51,1 TIME OF INSTALLATION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 3/8' m 1°-O' REINFORCING STEEL DE SIGN ALL NAILS ARE "COMMON" UNLESS INDICATED OTHERWISE. MINIMUM NAILING PER IBC TABLE d ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy-60,000 2304.10.1. S4S TYPICAL UNLESS NOTED OTHERWISE. SUBSTITUTION OF OTHERS SPECIES WITHOUT BOLTED BRACKET psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS WRITTEN APPROVAL OF THE ENGINEER IS PROHIBITED. MISCELLANEOUS HANGERS TO BE SIMPSON NOTE: VERIFY ALL CONNECTION PER REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS OR I.C.C. APPROVED EQUAL. ALL CONNECTORS FOR PRESSURE TREATED LUMBER AND ALL NAILS IN FAN MANUFACTURER (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE EXTERIOR SHEATHING SHALL BE HOT —DIPPED GALVANIZED. NAIL ALL HOLES WITH NAILS ASlcD DIMENSIONS WITH WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". SPECIFIED BY MANUFACTURER UNLESS NOTED OTHERWISE ON DRAWINGS. 2 X 8 EA SIDE W/ (3) #8 ARCHITECT WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY NAILS SCREWS TOP &BOTTOM ON WITH STANDARD ACI HOOKS. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURED ONLY WITH MINIMUM w w O ADJACENT TRUSS PANEL UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: DIAMETERS AS FOLLOWS: POINTS EA SIDE OF METAL CONCRETE CAST AGAINST & STUD CONNECTION PERMANENTLY EXPOSED TO EARTH ....... 3 INCHES (2) 3 5/8" (20 GA) METAL (E) PLYWOOD SHEATHING CONCRETE EXPOSED TO EARTH OR WEATHER .. 1 1/2 INCHES (#5 BARS & SMALLER) STUDS EA SIDE OF STUD CONCRETE NOT EXPOSED TO WEATHER .. .. INCHES (#6 THRU #18 BARS) CONNECTION W/ (2) #8 (E) 36" TJL ROOF OR IN CONTACT WITH GROUND ...... , ...3/4 INCHES (#11 BAR & SMALLER) SCREWS INTO TJL TOP & JOISTS 8 24"o.c. 1 1/2 INCHES (#14 & #18 BARS) BOTTOM CHORDS NAIL DESIGNATION MINIMUM NAIL SHANK DIAMETER (IN) MINIMUM NAIL LENGTH 8d 0.131" 0 2 1 /2" 10d 0.148"0 3" 16d SINKER OR 12d 0.148"0 3 1/4" 16d 0.162" 0 3 1 /2" 20d 0.192" 0 4" SIMPSON STRONG —TIE HARDWARE cn 00 ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG —TIE OR ENGINEER APPROVED EQUAL. CONTRACTOR SHALL INSTALL ALL FRAMING HARDWARE WITH SIZE, TYPE AND NUMBER OF ^rc2r FASTENERS SPECIFIED BY THE MANUFACTURER. uj �a /spy �C& %,OI 7dITIVMoiS CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS ell ell SUSPENDED BIG ASS WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED �— FAN CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY _ DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR U. ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS — DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO uj INSTALLATION. Iiz A ( ) GA 2® (2) 3 5/8" (20 STUD I I i A ATTACHMENT uj 17 BLKG BETWEEN TJL BOTTOM 6" (20 GA) [5=21 CONT—/ D 0 CHORDS W/ (1) #8 SCREW EA METAL TRACK W/ (2) #8 qr- END INTO BOTTOM CHORD OF SCREWS INTO 6 METAL $1.1 8/,r T-00 G" E N E Rh A L 0 TRUSS & (2) #8 SCREWS FROM I I STUD & (3) #8 SCREWS 0 BLKG INTO STUD (SKEWED IN I INTO (E) TJL ( I �i THIS VIEW) I I I � I I I f IY GLB 0 6°, (20 GA) METAL STUD WALL 0 16"o.c. 3 5/8" (16 GA) METAL STUDS PER PLAN BRACKETGRIPPLE SUPPORT ®0°O°°o.c. �I `i EA SIDE ALTERNATE I m� I I er1d�0 .�CD 3 5/8" (20 GA) METAL I I 3 5/8°' (20 GA) CONT I \ \ \ \ .�,0ro` METAL TRACK W/ (2) #8ZW STUD JOIST PER PLAN I I SCREWS EA STUD \ \ SPOKED TO FORM I I I \ \ — GRIPPLE FASTENER 1UaWd010n0 GEAR CEILING SYSTEM ( I \ \ /�uunuj , oo BULKHEAD _ 0 •�•-- I _ _ _ _ _ I \ \ 3/16°' (7X1g) WOVEN EIS— — — — — — — — — — — — — — — — — — 12-s --- CCD I° I--- ---------- i \'® WIRE CABLE �Co ILis G - . ' I I — ' — — I 3/8" GRIPPLE STUD JUL 2 5 2017 w — — — I TO ATTACH TO TV ')C ® — — '°o.c. ._.. — . BULKHEAD TRUSS 010'-® _ — — — — — — — (2) #8 SCREWS EA (�I CVfy Of Bremerton, N� Y1p -- STUD CONNECTION 0" PROJECT 17113 METAL STUD WALL I ®ATE 07/17/17 ! 3 5/8" (20 GA) METAL BEYOND DRAWN NI-1 ��® �T STUDS TO FORM GEAR CEILING SYSTEM SHEET TV TRUSS BY OTHERS ISM- T TRUSS CONNECTION '68 1�ne,'230 C TSECs1.1 3/4" ® T-O" s1°1 A m 1 b OF 8/+L © 2017 G&T DESIGN & ENGINEERING, INC