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RECEIVFI) I 1t z . APR 2 201 `� '�� at VICINITY MAP W 0 GENERAL NOTES CODE SUMMARY �$ z0� �. - ii, 1.ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE - . ,� � CONSTRUCTION CODE: 'F77-,-",'"' ;' '" '"�, , w z° HIGHEST STANDARD OF WORKMANSHIP FOR ALL TRADES INVOLVED. -- 81 , - „ ',� " 1, y 5 w . ., ¢co mow 2014 OSSC: „�. it - .-ar.� ..q �.,;2. ,. SITE X 2. TYPICAL DIMENSIONS AT NEW WORK ARE TO FACE OF STUD AND/OR FACE OF CONCRETE, C's : 'M^ ax .� = ts Qui a UNLESS OTHERWISE NOTED. DIMENSIONS AT EXISTING CONDITIONS ARE TO FACE OF FINISH, i 1'> ;` . 9 ;; :,E 2 TYPE OF OCCUPANCY: - � t AND ARE SHOWN FOR REFERENCE. WHERE NEW WORK MEETS EXISTING WORK, ALIGN NEW ° '' ics WORK FINISHES WITH EXISTING FINISHES, TYP. ��" " " ' x 3. IN THE EVENT THERE IS A DISCREPANCY IN THESE DRAWINGS WITH THE ACTUAL FIELD «''d _< ' "• r t41'4 �'� BUILDING CONSTRUCTION TYPE: Q. CONDITION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGNER FOR DIRECTION PRIOR _ - ;�z z TO THE CONTINUATION OF THE WORK. V B SPRINKLERED ., 1 O 4. DO NOT SCALE WORKING DIMENSIONS FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S " � ' `�` Q RESPONSIBILITY TO CROSS CHECK DETAILS AND SHOWN ON THE DESIGN DRAWINGS WITH OCCUPANT LOAD FOR TYPE OF USE " ��. P , 824 � RELATED REQUIREMENTS ON THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING "" + 0 B 100 SF/OCCUPANT „ ', >CL 0 AND OTHER DRAWINGS AS APPLICABLE, NOTIFY DESIGNER OF ANY DISCREPANCIES BEFORE ���" L— PROCEEDING WITH WORK. GF = 1204 SF. = 12 PEOPLE _, In i, +it ,... "R Z TOTAL= 12 PEOPLE .� ,,,,>,. J 5. CONDITIONS AND DETAILS MARKED "TYPICAL"SHALL APPLY IN ALL CASES UNLESS "` ' `� Q SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS NUMBER OF REQUIRED EXITS: 1 W APPLY UNLESS OTHERWISE NOTED BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC SCOPE OF WORK. WORKING AREA Z DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO WHAT IS EXITS REQ'D; HAVE 1 W INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. -TENANT IMPROVEMENTS TO EXISTING "B"OCCUPANCY 0 LONGEST TRAVEL DISTANCE: 6. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF " NAIL SALON" CONSTRUCTION TO BE USED IN THE WORK,ALL SUCH MATERIALS AND METHODS ARE TO 75 FEET- HAVE 63 FEET MAINTAIN STANDARDS OF THE INDUSTRY. PROJECT INFORMATION 7. MATERIALS, EQUIPMENT, NOT INDICATED ON OR SPECIFIED HEREIN BUT REQUIRED FOR PROJECT DIRECTORY PROJECT LEGAL: C� i co THE SUCCESSFUL AND EFFICIENT COMPLETION OF THE INSTALLATION SHALL BE HELD TO BE IMPLIED AND SHALL BE FURNISHED AND INSTALLED FOR NO ADDITIONAL COST. A- 1 : INFORMATION SHEET H N DESCRIPTION: BUSINESS CITY OF TIGARD ` O rn A-2 : SITE PLAN ADDRESS: 7600 SW DIES311WED FOR CODE COMPLIANCE 8. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR tx 0 ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. A-3: AS- BUILT FLOOR PLAN TIGARD � ttr < 0 ACTUAL YEAR BUILT:WIP I l 0 9. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, A-4 : PROPOSED FLOOR PLAN _ �+y� 0 ELECTRICAL,AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS, AND PRIOR TO PROPERTY ID: W4431�1!ltnit i�: �Z��'"t�v(2. 2O_ CONSTRUCTION. A 5: REFLECTED CEILING PLANCOUNTY: WASHINGT �e$� � paiN Q > l 8c p ~ 10. WHERE EXISTING CONSTRUCTION IS CUT, DAMAGED OR REMODELED, PATCH WITH S- 1 : SECTIONS A-A STATE ID: 2S105AA031te#: 4 1 ti ta Th, 1,5-k MATERIALS TO MATCH KIND, QUALITY AND PERFORMANCE. ACCOUNT#: R217265Py AWAVa Date: S-2 : SECTION B- B & DETAILS — ', PERMIT SET 11. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXT. AND INT. WALL PROPERTY CLASSIFICATION: CO MERCIAL PENETRATIONS FOR MECH, ELECT, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND S-3 : DETAILS TAX MAP REPORT FOR TAX LOT: 2S101 BA00500 SIMILAR SYSTEMS PER INTERNATIONAL BUILDING CODE REQUIREMENTS. APPLY APPROVED REVISIONS FIRE STOPPING MATERIAL WHERE REQUIRED TO MAINTAIN FIRE RESISTIVE INTEGRITY OF S-4 : DETAILS RATED ASSEMBLIES. PROJECT CONSISTS OF CHECK SHEET .AS AN EXCEPTION TO INSTALLING MECHANICAL FIRE DAMPERS ALL DUCTWORK TO BE M - 1 : MECHANICAL PLAN A MINIMUM 26GA. SHEET METAL IN ORDER TO MAINTAIN RATING OF EXISTING DEMISING ADDING PARTITION WALLS, SINKS, INTERIOR DOORS- WALLS. E- 1 : ELECTRICAL PLAN RELATED ELECTRICAL AND PLUMBING WORK DATE: 4/8/2015 OFFICE COPY A - 1 SCALE Not Scale NORTH 0) 0 0 0 0 0 0 0 0 0 10 199.-0" 29'-6" 20'-0" 20'-0" 20'-0" 20'-0" , 20'-0" 20'-0" ; ! 20'-0" 29'-6" 24'-0" 2' 2' 16'-0" 2' 2' 16'-0' '-0+' 8"3'-4" t0'-0" 3'-4"3 2'-8"3'-4" 8'-6` 3'-4'2'-0" 14'-0' 3'-4"2'-8"P'-�1" 16'-0" 2' 2' 16'-0" 2' 2' 24'-0" y 8.0. R.O. 8.0. R.O. R.O.y ' ' ' r ' ' 0 o ak _ 0 �,ININ — i edd�lla� — ._ _ _ ---- -- _'tom; _ re,,,/, / ` EIRE In , v ,%� % SPRINKLEg 11 ii ELEC.102 I N ��'I€ ,/// , ,..., :� 01 1 103 t /1°011 ., 00,1111 I i r ELECTRICAL EQUIP A li . .Afr A A A , ,. , , , , , ...„. „ , , „., ... ,..., , , ,/ , I JOY TERIYAKI I GREAT CLIPS I SIGNATURE NAILS COMCAST XFINITY 1I `Ex1STI80 SHEAR WALL I VACANT /2 0" 1600 SF I 1061 SF 1204 SF 4200 SF l� TO REMAIN I 3570 SF l - /' 73'-9" W X 58-8" TO 60'-8" W M 59' TO 61' D I X 59' TO 61' D ";\ 0 ;, :-1 W X 57-0' D 20' 5" W X 59' D - - - -Ht- 57" T059, - I B 7a Iv I I I A1 1 1 , .,.. .,,, -2 .0, , , , „ , , ,,... -,---i V/A ,1 I I , , . f , : 0 — ..3„ 1 4 A - - MI. Asa , i1 i -- .... .I �A . l \-- - EXTENTS OF CANOPY --------_ ......... ........ _ __— ABOVE,IVP. 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' r r r r r r r r r i r 4 I i'3'-6' 24'-0" 4'`0" 16'-0" 4'10" 16'-0" 4'�0" 16'-0" r 4'70" 16'-0" 4'IO" 16'-0" 4-0" 16'-0" 4'-0" 16'-0" 6'-O" 22'-0" 6'-0" r ! r t 1 I 1 I /� 02 3 4 5 V7 0 CL-) ip WORKING AREA SITE PLAN Scale: Not Scale Z a O 8 �� Z- %1 w >a 02 *4.WItj w• zgp, o 0(,)N _ mo W V a I- -cd w mom w Z=� aw aW co EW E NEW 8" METAL STUD WALL ASSEMBLY 7 LI, _ III - - - - - - t _ - - - - - III EXIST. STOREFRONT SINGLE DOOR EXIST. STOREFRONT SINGLE DOOR J 0_ CC O I I I O 36"x96" 36"x96" J LL EXIST. CONC. SLAB ON GRADE EXTENTS OF CANOPY ABOVE, TYP. J / � m b EXIST. 6"TS COLUMN, TYP. TYPICAL EXIST. WALL ASSEMBLY 28'-10" 28'-10" T — _ co ..44. T F- N O rn H CLil O 29'-6" 29'-6" Q 0 /— i 0 0 ,- 0 co (c) 43-) PERMIT SET EXISTING FLOOR PLAN REVISIONS: Scale: 346" = 1'-0" CHECK SHEET DATE: 4/8/2015 A - 3 SCALE: 3/16"=1'-0" \ J a ._-- _ —_w_ ill 6 C .�1-Cl �`r;�c \l-C 1 EXTENTS OF CANOPY ABOVE, TYP. w ��� G ke ' `e--&- ---\/- "THIS DOOR TO REMAIN UNLOCKED O o o� w� � C" WHEN BUILDING IS OCCUPIED " w Z HALF WALL - o O- il DOOR WILL BE LOCKED Elis 26'-8" 13'-8" 5'-6' 6' 7'-2" / ---/ — - — — — — — —I — — — — ` y ,% !� 2 8„ 2 8„ 2 8„ Granite Countertop I Q •11% k .... ..., ... .. . FACIAL RM. % '•' ' ' ri, g I OO i • 0 litO — —`..... 11 ,k< � , �� ii N 0 �� ?-."..-cam.. ±„^ . . . .= ,_±,,,:- -- >z .- -=-n .: °° . WAITING i AREA 36"x96" 0 (4, ,, , 36"x96" I �.I ,� �,� .' 0 P J t o O O II 36"x84" j� / I . Drink Service AREA Soffit line above Receptionist a ”' Exhaust Duct Below-Run Exhaust Duct 0 i _ 36'x8a" Manicure Station (34"height max.) N in Under Conc. Slab and Up in Wall As 610 Shown on"S 4"Sheet. i a ..��.����.........��.��..�.%�..�,��.�����.�����������.� edicu re Station 36"x84" • . . t = O ' -r7 . . O - _ - r ii 0 jil ji --- 111 EMPLOYEE RM. ■1111111 IAM or z t Ill NO IP IIII upIIijiijñji F- (N1 14111 __,:ii .A1 --- ---- --- mr, - --- ---- --- N — • 3'-6" 3'-6"' 3'-6" -6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3' 2'-6" Q / 9'-10" 3'-10" 2' I 43'-4" C� U) — Floor Sink o17- (Location verify at field) 29' 6" 29' 6" up 5r PERMIT SET rte.,.._. Q .. C )fp\E O .� -c ( tp- I �' ` ,� REVISIONS: NOTE: If ,1�� A '� "�'� - 1.Accessible hardware on all doors l '5t1 k l ' i A NEW WALLS CHECK SHEET 2. Comply with applicable regulations for Barrier-Free facilities in ing: PROPOSED FLOOR PLAN I I EXISTING WALLS DATE: 4/8/2015 . Maximum threshold height to be Y2"along accessible route of tra Scale: 3/16"= 1'-0" _ SOFFIT LINES ABOVE 3. Fire Extinguishers shall be provided per Oregon Fire Code Section 906 A - 4 SCALE: 3/16"=1'-0" \ l c- z .......tiVITA (.9 8 •*:TS 4.kw w LIJ Zz' 0 D( O L.Li z g p, 0 0 I a nr F- 2, w a:,0“, 1..0 F— DOOR WILL BE LOCKED cn Ei Lp, I —I \ \ I g °- L _„ MO- (+11'Above Finish Floor) I "1- ;:r Z 1 _J Ct_ * • ,/-----\ 0 k. ) / 4' 4' / 4' / \ 0 4-,-- , = 36"x96" I vp.4 7.--- ;4- ;4- Ei • ----------------------4 VI> L r________ _ r . 5/8"GYP. BOARD .-----.-- 0 _....,---- 5/8"GYP. BOARD _. '•'" e - in 0 . LIJ N 7 (+1 1'Above Finish Floor) (+12.5 Above Finish Floor) N 0 - 1 ;1" ;:r LU r7-----------, 1 _I = 4' 4' 4' LL 1 • 7C> 0 / e W \ I_ \ _1-- , ct _ ,,,, ,/,;• — — e-i /., _ --___n <> 0 0 0 0 0 0 0 0 0 0 Li- \ (------ iN „..„ ,. ,.. — : 1 _ , * 27\ is _... — 5/8"GYP. BOARD (+11'Above Finish Floor) ----- ' I / &? H —,: : :( ,-,,— . ,..--/ u) 1 ,„ .,-1----- --- in 1--,, ...,_. \7 1 pm „„,„, .,„„„ in 7,pa ra i co 1- ci.:_i ...,_\_ D N 0 (y) 15'-8" 1.-4 11'-8" 1'-4" 11'-8" 1'-4" 11'-8" 1.-4" 3'-0" H (1 / / / / / / / / D[ 0 18' 35'-9" 5'-3" < 0 / / 0 ct 59' < / / U) (-D= DH o co N- ( C) * _-- ri-J PERMIT SET -0- WALL MOUNTED FIXTURE 0 6" RECESSED LIGHT REVISIONS: REFLECTED CEILING PLAN * EXHAUST FAN CHECK SHEET Scale: 3/6"= 1'-0" 1 -1 CEILING MOUNTED W/ENCLOSED ---- FLUORESCENT LIGHT DATE: 4/8/2015 NOTE: DIMENSIONS NEED TO VERIFY AT FIELD A - 5 SCALE: 3/16 =1'-0" \ _1 zo U () Z_' w i Q o 3(7 LJ_I Z 2 P- O owa EXIST. ROOF DECK AND JOISTS SYSTEM = 7 METAL FRAMING SECURE TO (— EXIST. STRUCTURE UJ il o aw Angle Brace at Alternate Angle Brace at Alternate Angle Brace at Alternate co o c) HANGER STUD @ 4' O.C. .:: Sides Max. 6'-0"O.C. Sides Max. 6'-0 0.C. Sides Max. 6'-0"O.C. .. .z.1'#hL;'j. � �c. $. ,:,. y.,.., xi.t .. t.:.p. i.+.. i�- e... s.,. .. ..v Igo .. . ai S' f €..... .x3t .t . #.41.164N.. r,.. 7. .. .€. . Mi ,.i ._ E.' .t _. LM i,..i ...Meat <., ,�.. t! i.E. .. . ,u ,t,. { . \ \ �. s,�f,a �#n p. lEW�l�!t ��il�i�. n.. +t_,(. .. �� � ._ .�„�k.. ,_H ..,_�.�., ._ u,t4i�..�..��ax"it.�#_�,r>��t.��iL _.�.#�:�tsC`s�Si�,t,a�ifi..�( .R..t �k�€st��€��. Fz�G.#���e?.�,a€!�{��Li�,'��,u`'��i�:�_9f�t>��i��u.�#'�It°�E�.ttYl,�#«k' €�s#r���x�# ,�,. h.�s[.,i xw04.444/44 ...- �. 4.44,---W_.._�— e _ . r► .4.0.14.4 .kir .t_."_ F _ .40441/4_ ..; .. r5_” .:. j,— 'j //lir /0 M Q t 0 0 � 0 �� � // i0 t // // 0 tai \ 0 0 //D c /0/ i tz 0 0 0 t 0 /0/ r 0 9 \�`� New Soffit System // // `. % /O/ N ri / / 0 0 ' 1 0 // 0 // #. 0 0 0' 1 ' Q 0 0 0 . �' // // 0 /0 % Q 0 0, // // 0 0 D // 0 I o/ o o/ o // in // 0 i= 0 0 0 0// 0 0 / / 0 /o/ v Z f— is4 \ _ W _ [I�E,1�,1i1 i,,, ,i�[<;;(<(,i(.�i,:,' �!,ILII],hilii,88H�1<1�HHH1H1HHfl819t 888Hiail i;„:,��I;1:: ; ,,,,i.:i, (: :::11: ills 8i�,:,3,L:, !:4: :: 0� _ m 0 N 0' O ._.__., _ LU N N — {I Exist. Storefront r Exist. Storefront Single Door 0 Single Door , 0 NICHE NICHE NICHE I— Is CO 0 EMPLOYEE RM. i M N ch {— N 2'-6" 1'-4' 11'-8" 1'-4" 11'-8" 1'-4" 11'-8" 1'-4" Floor Tiles TYP. 44 O Existing Concrete Slab C) TYPICAL A - A DETAIL can Scale: 3/6" = 1'-0" o CO NOTE: PERMIT SET METAL STUD TABLE - MAX WALL HEIGHT L/240 1. HEIGHTS ARE BASED ON STEEL PROPERTIES ONLY. TABLE FOR SECTION IN INTERIOR APPLICATIONS 5PSF. WITH DEFLECTION LIMIT OF L/240. REVISIONS: MAX WALL HEIGHT STUSTUD SIZE GAUGE DESIGNATION SPACING 2.VALUES FOR COMPOSITE SECTION REQUIRES MIN. Y2" THICK. GYPSUM CHECK SHEET COMPOSITE SECTION NON-COMPOSITE SECTION BOARD ON BOTH SIDES W/#6 SCREWS @ 12"O.C. MAX. 3 5/8" 20 362 S125-33 16" 16'-6" 16'-0" 3. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. DATE: 4/8/2015 PROVIDE BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE SECTION VALUES. S - SCALE. 3/16"=1'-0" \ 2 Angle Brace at Alternate Sides Max. 6'-0" O.C. / \ Exist. Roof Deck and Joists System 32 Hanger Stud @ 4' o.c. 0 o \ \ t1 1.tr=ttiotettntiot ?t w1 14= 3,1i31 II 11 tt 41dtmouraa.#';=...3.Att4'i, wt t3 ' a., •:G 1.444 U) W c - -- w ZUgM 0 �/ 1 0 2 0 1 0 o, I U Ov // I- > M o i 0 w moo — — / New Soffit System inz W aW I E� a 41 o tel Diagonal Bracing (As Needed) -. ---- =- , Diagonal Bracing (As Needed) 0 6"depth Niche N NI —,-;_-_---1,f.0 O 10, �/m J lel "' Wall Mounted Light Fixture TYP. I- Pendant Lilts TYP. a W� ID i - Glass Mesh Mounted Mosaic Tile °O MIRROR #THDWG-OP-CV-4MM TYP. °6 - � i I in EXISTING WALL SYSTEM I I �,a D EXISTING WALL SYSTEM CO I� ra i f t Y I Lt 5 LLi_L �� � � J.J.J.Ll-L i LLL LL.LI.L LL-LL1_ D ( - s aW'.,fig D 6"Tile Base Z - li 0 N 111111 � M OPEN H ,.. �� ADJACENT _� y. - :�: - _,_ _,` mom__ .��_ _.. ,-� ; , . , ADJACENT W TENANT — — TENANT U) 2-Z 8" 4" Floor Tiles TYP. S 3 Existing Concrete Slab - / / TYPICAL B - B DETAIL I— Scale: %6"= 1'-0" U) I co i_. N D N HANGER STUD @ 48"O.0 MAX. TYP. 0 0 Notes: MFCC CLIPS MUST BE INSTALLED H • ON ALTERNATING SIDES OF THE H O CHANNELS. USE TIE WIRE WHEN CLIPS METAL FURRING CHANNEL CLIP (MFCC) =r- 20 GAUGE SLIPTRACK Q 0 CANNOT BE ALTERNATED. DEFLECTION HEAD TYP. 0 4 Q " FURRING o (- i: ::::: O.C. TYP. CD I II oor 2 (%$ ) SCREWS REVISIONS: •., METAL WALL STUDS .0"� 5/"GYP. CEILING BOARD TYP. CHECK SHEET " „ DATE: 4/8/2015 HEAD OF WALL 1 %2" COLD ROLLED CHANNEL AT 48" O.C. MAX.TYP. S - 2 DEFLECTION TYP. TYPICAL SUSPENDED CEILING Scale: 1 2"= 1' -0" SCALE 3/16"=1'-0" \ Scale:2"= 1'-0" 2s TYPE S PAN HEAD SCREWS TYP. METAL FRAMING SECURE TO �� } EXIST. STRUCTURE EXIST. ROOF DECK AND JOISTS EXIST. ROOF DECK AND JOISTS z o ( METAL FRAMING SECURE o m — �T{}-_ ��-,4^�, L.77.____1-2.1 a„TT' E LATERAL WALL BRACING 4' O C ' -_.----7•7: �- ��_-��� �: ��_���� � � �-T�;. � � TO EXIST. STRUCTURE � Z 0 - — T _ ,17_ ALTERNATE DIRECTIONS PER WALLz z — 4 I _ N F— >.o m ,..,_ , cm, , \ L�\ I 1-1 I I * Tl 1_ > Q w \ a \ \ / HANGERS UD @ 48”O.0 MAX. TYP. \ HANGER STUD @ 48" 0.0 MAX. TYP. 0 C\'\ 0 M \ \ \ \ \ \ \ Z--- 1 Y2" OLD ROLLED CHANNEL \ \ ` AT 48"O.C. MAX.TYP. \ \ 0 \ \ C 0 X\i'l LED STRIP LIGHTS C)\ \ _ JH ^ "Z9 II. o 1 Y2"COLD ROLLED CHANNEL - 10" N AT 48"O.C. MAX.TYP. / / 0 0 N 4'-4„ 10- - \ 7/"-20 GAUGE FURRING \ CHANNEL @ 24"O.C. TYP. H (0 %"GYP. CEILING BOARD TYP. METAL STUDS @ 24" O.C.,f E,' H co 7/"-20 GAUGE FURRING / r-- :,—,, / CHANNEL @ 24"O.C. TYP. _ . s� o � / IY O o Et o r NEW PARTITION WALL W/362S125-33 5/8"GYP. GYPSUM BOARD TYP. Q U) U AT 16"O.C.AND 5/"GYP. BD. EACH I- SIDE 0 SIDE TYP. U \ 0 o CO3 METAL STUDS @ 24" O.C. 6"The Base N PERMIT SET Floor Tiles TYP. REVISIONS: a, a .. ,r ".' Ti'• ;, a . CHECK SHEET 8" 4" / PEDICURE CHAIRS PLUMBING SYSTEM DATE 4/8/2015 362T125-33 ATTACH TO CONC. W/Y4 0 x 2" 1' / / POWER WEDGE BOLTS @ 24"O.C. MAX. TYPICAL 1 - 1 DETAIL EMBED MIN 1-1/4" TYPICAL 2 - 2 DETAIL S - 3 Scale:Y2" = 1' - 0" Scale:Y2"= 1-0" SCALE: 1/2"=1'-0" \ / 1'-8" 4 QUARTZ COUNTERTOP i / OVER 3/4 PLYWOOD z EXISTING ROOF DECK AND 1 0 o JOIST SYSTEM \: y \ w ii 10" Q� DUCT TO EXTERIROR %4"WOOD SHELF 2 x 6 PLATE Z 0 W a. U p v 4"Q EXHAUST DUCT H >2 m W moC EMPLOYEE \� CUSTOMER W SIDE 2 x 4 BLOCKING SIDE Q w 1cp %2"GYP. BD. BOTH SIDE 71 2 CV 1 2x6 STUD @24" O.C. ELECTRICAL OUTLET SOFFIT CEILING 1 X 6 WOOD BASE P.T. 2 x 6 SOLE PLATE --- - CO 4" PVC INSIDE EXISTING WALL J TYPICALD - DDETAIL Scale: 1"= 1'=0" W 4110 , 5' - 59" min. i carr z rnrrr lrrrrrrrrrrfrrrrrr r../41111111, iii irrrr rrrrr4 .visrevr2rriarrrirrrrrrr srr,�rr \ \ ( L -- L _.___J 1 CCI. 1 0 N I 1 (D I E— I f I 1 I CO IIIIIIIIIIIIIIIIIIIIIIII\ IIIIIII \ D N Q '.D A • '' '6 9 ° D * 4_ k5 A g a --1-". _(_— lk) X FM I'F.11 :12 6 1-- o MANICURE STATION (CUSTOMER SIDE) i Illi o a 1-8" IN in 6"max I / OTHER FIXTURES NOT CD ALLOWED WITHIN THIS AREA EMI (i)O 0H d'rrrrrrl7?rlrrrJY/frr/rrfrlrfrrlr/11.17 Yrrrrr.54 .17:.7"..", _ .',. ,.,..e rr, \ AMY, Are O L J l 1 1cfl LAVATORY CLEARANCES.. m U TOILET CLEARANCES eit PERMIT SET:� _o 13 aas Scale: VERIES_ 39'4'N iNI Scale: VERIES { REVISIONS: e 72'max 42'min (I 36 min I t 24"m n 12"min I* e. CHECK SHEET '.\:<,\ti\l\\\\\�\\\\\\\\\\\\\(\\\\<\\/'\' i DATE 4/8/2015 mM m S - 4 MANICURE STATION (EMPLOYEE SIDE) == ' , ° GRAB BARS AT WATER CLOSETS SCALE VERIES l Scale: VERIES PROVIDE NEW IN-LINE FAN. (2)40 DUCTS DOWN TO TOP OF NAIL STATION. GREENHECK(640 CFM) (See Nail Station "S4"for Detail) SET FOR 50 CFM z 100 ROOF CAP. LOCATE MINIMUM OF -4111K41-11't 0 o 10'AWAY FROM HVAC UNIT INTAKE �1_1_ w } CD W Z©,..2, Q Z6 60 } X60 } _ v F- I 2395 CFMX 395CFM w o100 ' 80 w71 E 95CFM / V) _ — A 1 95CF + jo // _ (i8085 CFNI J .. i 785 CFM \\ 4-• s0 I 100 t 100 I I \1 100 I I I ` j Z IlePP80 100 I I 100 80 Q - - " YY f J P 1 — (E)ROOF MOUNTED 1 I 785CFM a ' — ` 0'0 HVAC UNIT ,80j Q 110 CFM 1 �oR�tt,P� / 9 \ 4 I=r k- [ <1-/-r. ` 10-CFM P ■ fEFE ' := CE ONLY = �/ — >< 395CFM 1� ITH THI$ PERMIT U RO = NOT APP _ Lil l II- -� A NOTE: C ) B A 1. Occupancy Type or room qualifies as Naturally Ventilated (No mechanical ventilation required) I-- 2. People Outdoor Airflow Rate in Breathing Zone(cfm/person)from OSMC Table 403.3 M EC HAN I CAL PLAN ® NEW 12"x 12"AND 24"x 24"CEILING 0 SUPPLY GRILLE 3. Area Outdoor Airflow Rate in Breathing Zone (cfm/SF)from OSMC Table 403.3 s i co Scale: /6 = 1' - 0" � N 4. Default Occupant Load, Persons per 1000 Sq. Ft.from OSMC Table 403.3 Expected average occupancy but cv not less than 1/2 Table value 0 NEW 24"x 24"CEILING RETURN GRILLE O rn 5. Space Uncorrected Outdoor Air Intake per OSMC Equation 4-6 (with deversity applied) • 6. Zone Air Distribution Effectiveness (Ez)from OSMC Table 403.3.1.2 I- CL o 7. Primary Outdoor Air Fraction used to select System Ventilation Efficiency(Ev) from OSMC Table 403.3.2.2.2 EXHAUST DUCT PICTURE Q a 8. Locate Exhaust Fan Roof Cap minimum of 10' away from HVAC unit outside air intake a ilENWN4r1 ;RL 0 ,,sae uaa „ �� a "' �" ,.� I 0:61146 IMF.. UAL O. U CD I— �- RFNMIOE 9RY FUMING C =� a"vt # F k . (COCI lrtN 1,1111[�11,C PDS `meq E ✓' t1/ vN. l ROW MO SIM LOX CONE _ VEQ.10 A.Ak SGL PJ �i.::::4i;5;'.'11,11 �, p e ;411111 FIAW Pk � ,3"„,,,s,,'.:,'.., ..,M ,. -- _ r,EAI I FLASK.M Wray + `,..:--;''''''111\411'.:2,:'. "" ; '''.0A,...';',11. � [%511,4 SALT-LA ROOF }n PERMIT SET ...n.� cc `�_” !ff �q •'•S•�O•� s�r -- – 1pO�•�•i•'JO'i� 7t+ +y e. > +"... a' �s >J'sO +1•bya i1, s .i .iyi i•i r e ♦ 40�•s..6 4� • :i,..."/,`!".'44,7k,.„,,,,,,„,,..,,. y �4 1T �� �� ,.Y. y�' t •n.+ REVISIONS e cw.stErRera a ', :7 V ""vim ,r mw 1'110E Ftma ''''',7"1-4.:,"r' Y RR,RnACH1F1Era h4. " . ` CHECK SHEET OM MW RSi.5 X��,� SCRE15 PER SUE ' ,.y^a�"� ' '"° vSe 7PA io.. 1ER REN. ix .0,00„(.1,,,,,,',./1/4,,,,,-v LRCM L "T , a \*1 �+‘i DATE 4/8/2015 EXHAUST DUCT ROOF _IL � V.rsaMOM � Vir FLASHING & DUCT SUPPORT - tt g k -" sl t, aF :0 5 1 ' SCALE: 3/16 =1 - MAE MAOSI'Fur * .,s s k gZ 1 r F.i ,- -1 • z o .. j 0 (7) Z_ DOOR WILL BE LOCKED — — — — — — — — _ _ _ _ _ _ III ,• �w Z�� I \ /� Dom * TV TV Q� 0 0 o" � 1 i 2� I \ H >2 — — — 11.1 I �CY 'O_ _,O— _ � 4 0irir: 0 P 'C a / O o 0 O 0 0 o 0 0 0 -,, 4 [1-1-' '1,.-- 1 u''- ) ,t- II ir) -1-. _ 'tit ( .jn 1____' -i-J f-c � J ( yj \ 11 k \1 i I Z i — .1 i MI —7 ' --T 'i i' L. : t 0_ I __ 0 -<'H :11 - . _.. :_ IT LI— HE I I_ V- . r-----------: i� �, \ i , 7— :--) - p s_1- J ir _a,/ V � . <> — — — —W W T 0 ��B_, A ELECTRICAL PLAN REFERENCE ONLY Scale: /6" = 1' 0" 3 NOT APPROVED WITH THIS PERMIT GENERAL MECH. AND ELECT. NOTES 1ELECT. SYMBOL LEGEND NN 1. LOCATIONS OF DEVICES AND FIXTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE N- CONTRACTOR IS TO INSTALL ALL DEVICES AND FIXTURES IN COMPLIANCE WITH ALL APPLICABLE 120V DUPLEX OUTLET CODES AND REGULATIONS. THE CONTRACTOR IS TO PROVIDE THE OWNER AND ARCHITECT A DIAGRAM I— SHOWING THE REVISED LOCATIONS OF ALL FIXTURES AND DEVICES PRIOR TO COMMENCEMENT OF I 240V DUPLEX OUTLET Q 0 INSTALLATION FOR REVIEW. 0 0 TELEPHONE OUTLET Q 2.ALL EXTERIOR OUTLETS AND OUTLETS IN BATHROOMS AND KITCHENS AREA TO BE GFI PROTECTED. p TVA TIVI OUTLET o I- 3.ALL EXTERIOR OUTLETS TO BE IN WEATHERPROOF BOXES. p SINGLE POLE SWITCH 4.ALL DISHWASHER, REFRIGERATOR, HOT WATER HEATER AND HEATER CIRCUITS TO BE DEDICATED. I THREE WAY SWITCH PERMIT SET 5. ALL DETECTORS TO BE HARD WIRED AND TO HAVE AN AUDIBLE SIGNAL - FAN UNIT 6. THE FOLLOWING MOUNTING HEIGHTS WILL BE USED THROUGHOUT THIS PROJECT: REVISIONS e 6" RECESSED LIGHT SWITCHES 48"ABOVE FINISH FLOOR . ELECTRICAL OUTLETS 18"ABOVE FINISH FLOOR � WALL MOUNTED FIXTURE LIGHT CHECK SHEET 48"ABOVE FINISH FLOOR (COUNTER) . TELEPHONE JACK 18"ABOVE FINISH FLOORDATE: 4/8/2015 CABLE TV JACKS 18"ABOVE FINISH FLOOR CEILING MOUNTED PENDANT FIXTURE CIRCUIT BREAKER PANEL TOP OF PANEL @ 72"ABOVE FINISH FLOOR I=I 2'x 4' RECESSED MOUNTED NIGHT LIGHT FIXTURE E - ELECTRICAL METER PER UTILITY REGULATIONS 4"II EXIT LIGHT W/BATTERY BACK-UP SCALE: 3/16"=1'-0"