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BU P2008-00033 TIGARD MOTORCYCLE 10655 SW GREENBURG RD City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 14, 2008 • RE: TENANT IMPROVEMENT 613:-/e -Vt'41S Project Information u . ' Building Permit: BUP2008-00033 Construction Type: 5A Address: 10655 SW Greenburg Rd. Occupancy Type: S1 Area: 21,951 Sq. Ft. Stories: 1 Name: Tigard Motorcycles Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition and the 2007 Oregon State Fire Code 1) Suspended ceiling to be installed as per ASCE 7 or Oregon State Interpretation. 2) All improvements made to the building shall be inspected prior to covering. 3) Make approved set of plans available for all inspections. 4) A total of 25% of the cost of the project shall go towards removing architectural barriers (accessibility). 5) All framing shall conform to accepted engineering standards. FIRE LIFE AND SAFETY/ GENERAL The main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided: 1. The locking device is readily distinguishable as locked, 2. A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Sec. 1008.1.8.3 All exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1008.1.8 Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Sec. 1011.1 Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 %/% hours of illumination in case of primary power loss. Sec. 1006.3 FYI Additional exit signs may be required by the city field inspector to clearly indicate the path of egress. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. Amended Construction Documents: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are ri Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. OSSC 106.4 Work Commencing Before Permit Issuance: Any person who commences any work on a building or structure before obtaining the necessary permits shall be subject to an investigation fee equal to the permit fee that shall be in addition to the required permit fees. OSSC 108.4 Inspections: Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of this code or of other laws or ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other laws or ordinances of the jurisdiction shall not be valid. OSSC 109.1 Approval Required: Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the building official. The building official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed, or notify the permit holder or his or her agent wherein the same fails to comply with this code. Any portions that do not comply shall be corrected and such portion shall not be covered or concealed until authorized by the building official. OSSC 109.6 Use and Occupancy: No building or structure shall be used or occupied, and no change in the existing character, use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy for such change in character, use or occupancy, therefore, as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. OSSC 110.1 American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC, which may not include all of the requirements of the ADA. Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Respectful) , Ban Nel on Senior Plans Examiner (503) 718-2436 dann©tigard-or.gov gov APPLICABLE CODES - CT • V11,*-0C) ''''V''ALL I'MORK TO MEET CURRENT FEDERAL, STATE, COUNTY, CITY AND BUILDING AND ADA CODES AND REGULATIONS. '� _ _.A. 200'7 OREGON STRUCTURAL SPECIALITY CODE $` k Q 4 ALL OTHER APPLICABLE CODES - � CODE ANALYSIS EXIT EXIT I I 1 EXIT' I EXIT i h _ IN N o_ Li OCCUPANCY CHAPTER 3 2007 OSSG tifiri �,.1 OCCUPANCY (SEGTIDN 311.2) ®l 1 ( 1 Q Z � � ii � IeF. oi, Al;1_4 $11 z tj fe2 �i Sq'-5" U W z M 5-1 SECTION 311.2 SERVICE DEPARTMENT (�, ._ _ _�.�� ■� ■ _� I-1- c 5 in A" , Al Oil irr 111 ,7/ � it at REQUIRED OCCUPANCY SEPARATIONS o ll Wm Q4. -VERTICAL. SHAFTS SHALL HAVE A FIRE PROTECTIVE RATING OF 2 HOURS AND `I i oP � N SHALL BE CONSTRUCTED OF MATERIALS PERMIT TYPE CONSTRUCTION (101.3-4). E� � W ^ -BUILDING IS FULLY FIRE SPRINKLED PER NFPA 13 AND DIVISION 903.2.8 >c< ' 7...' 6.: tn_ T. 2 OF THE 200? OREGON STRUCUTRAL SPECIALITY CODE. E CONSTRUCTION TYPE (PER TABLE b01) �,,,_, '� ,I� �o �1 Ado 7 TYPE V-8 RATING 111'-c1" ��{ AIII i 1 STRUCTURAL FRAME O HOUR BEARING WALLS % --- r----, ,m ® I EXTERIOR EXIT ' ,,I � HoUR A NON-BEARING WALLS INTERIOR 0 HOUR - EXCEPT iiiiii11111111111111/11111111 '�'._ a I MI , P1i: ROOF/CEILING ASSEMBLY 0 HOUR ' Ih� � 1=1_ LEGEND ��1 Imo' i 57`-5" BASIC EXISTING AREA (PER TABLE 503) ...�.. _. _ .... ._ _� LINE OF TRAVEL TO EXIT S-1 OCCUPAN TYPE V- ,� '! ��� GY OCCUPANCY AREA STORIES �� 23 , 5-1 19,452 S.F. 1 ' , 1"1 2,50? S.F. 1 1 M MERCANTILE i I TOTAL 21,959 5F 1 Ci ��s /- ,, e./ % AREA MODIFICATIONS (PER SECTION 506) �� *�;�� _r i� IILr„ EXIT LOCATION A Je ONE SIDE YAW OVER 20' FEET IN DEPTH (506.2) ' FIRE EXTINGUISHER (2A1015)FRONTAGE EXIT Fm @ 75 FEET OR 3000 SF. INCREASE. 1 506.2 = cif. (100/639-.25) 45= 15/30 = .6i AUTOMATIC fin (I)SPRINKLER SYSTEM INCREASE Q 506.3 = 200% (Si DOES NOT REQUIRE AREAS SETBACK FOR INCREASE) OCCUPANCY 4 EXITING PLAN N EIJD WWaC Jt� CM ALLDWAeBLE SCALE:i/16" = 1'-O" �� N AREA PER � FLOOR 506.1 = 200% INCREASE = 9,000 + [ 9,000(.6)+ 9,000(2) =32,400 >al a. h WW pa FcaZ ALLOWABLE BUILDING AREA USING ALLOWABLE FLOOR AREA. .. FLOOR AREA STORIES TOTAL _ MASONRY BLOCK RETAINING WALL ®j S H Z Z 0(9 - _ _ _-�\ RIM 167.22 W W APPROX 21,959 SF 1 32,400 5F ALLOY�IED `-`-"'-------- 6' CHAIN LINK FENCE - 8" IE •UT = 1: .92 • `•�::-c � LADDER �E � W W '\ ct ACTUAL 5-1 OCCUPANCY BUILDING AREA = (ACTUAL) 21,5155F < 50,400 SF (ALLOWED) 6'W X 3'H \ BOX CULVERT \ \• IE = 161.09 • -\ 167 W (.9 k...) 508.1: NO SEPARATION 15 REQUIRED AS THE BUILDING IS UNDER THE SAME OCCUPANCY \ Clak 4 OCCUPANT LOAD (TABLE i 004.i.2) o \ \ ii& V) < a G� SEE TABLE BELOW FOR INDIVIDUAL OCCUPANT LOAD FACTORS AND LOADS Lin (9 AREA LOAD FACTOR OCCUPANTS O • 1144 ca Ian F. MAIN FLOOR 5-1) 19,452 SF 1/1 00 194 W VIC) H MAIN FLOOR. M) 2,501 SF 1/60 42 \ \TOTAL 21,959 SF 236 ° GRAVEL SURFACE �Ico a ' �. �--� MEANS OF EGRESS (CHAPTER 10) o • 1 005.1: 236 OCCUPANTS X .15 = 35.4" _> 3'-0" EGRESS WIDTH REQUIRED 0 oN 1016.1: MAXIMUM ALLOWABLE DISTANCE TO EXITS < 250' p 9.1: 1 STORY BUILDING 4 1-500 OCCUPANT LOAD = 2 REQUIRED ° � NUMBER OF EXITS PROVIDED = -7 (EXCLUDING OVERHEAD DOORS) \f. \)•G �_ _ SDMH ACCESSIBILITY (CHAPTER i 1) �� A • :I _ PROJECT MEETS THE ACCESSIBILITY REQUIREMENTS PER 200? OREGON STRUCTURAL $ CULVERT \. ..41. RIM = 164.99 \ le' SPECIALITY GODS, CHAPTER 11 ACCESSIBILITY / 0 SPECIAL INSPECTIONS (CHAPTER 17) 16 OWNER TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY CODE OR LOCAL \ (0 , di-k/A. BUILDING OFFICIAL fi PLUBING FIXTURES (CHAPTER 2q) p 200? OREGON STRUCTURAL SPECIALITY CODE LYNCH CB LYNCH CB •' 12" CCP �� 1E = 164. .may RIM = 64. PLUMBING FIXTURE - - 7� IL COUNT: OCCUPANT LOAD PER. TABLE 29-A: 0 0 5-1: 19,542 5q.ft. / 5,000 = 4 OCCUPANTS = 1 TOILET 1 LAVATORY ASPHALT SURFACE M: 2,501 5q.ft. / 200 - 13 OCCUPANTS = 1 TOILET 4 1 LAVATORY (PER SEX) I EMERGENCY EGRESS LIGHTING EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES o lO ry IN THE EVENT OF A FAILURE OF NORMAL LIGHTING. PROVIDE ILLUMINATION OF D z NOT LESS THAN 1 FOOT CANDLE ALONG THE PATH OF EGRESS. THE EGRESS o H LIGHTING POWER SERVICE MUST BE FROM OTHER THAN UTILITY POWER. m , o 0 , z■ ■rev �:41M CULVERT E 0 E DESIGNATED - EG1�:E55 LIGHTING / ,, RIED 0 SURFACE 0 MOUNTED EXIT LIGHT. DIRECTIONAL ARROW / ,,�� \\\\\ 0 WHERE REQUIRED. SIGN MUST BE CLEARLY VISIBLE , S ERCIMC NY DIRECTION OF APPROACH. / S U• QD. SDMH to to 2= 0 ACCESS TO BOX 777/// 0 OCCUPANCY LOADS AND EXIT ANALYSIS TABLE CULVERT RIM = 164.66 --' 0 a. ROOM # ROOM / } M NAME OCC. TYPE AREA LOAD FACTOR # OF OCCUPANTS EXITS REav ► �U , 0 SS H W. I 100A SHOWROOM M 23 18 S.F. 60 SF/OGG 40 2 [ i I 1 / \ RIM = 166.08 / \*3 »1008 WAITING ROOM M PART OF lOOA INCLUDED INCLUDED INCLUDED �� iN • NW = 101 RISER ROOM -- 22 S.F. ANCILLARY -- -- EXISTING BUILDING t » I OUT SW 160.98 sob 160.78 f . / AD SW }- z 102A PARTS STORAGE 5-1 1341 S.F. 100 14 2 / S ISM - 1025 DATA ROOM 5-1 PART OF 102A ANCILLARY INCLUDED / �, - -- f c , \ \ y 103 CORRIDOR 5-1 1?9 S.F. ANCILLARY INCLUDED 7/ v / to z s 104 MEN'S TOILET M 64 S.F. 60 1 1 WOMEN'S TOILET M 65 S.F. 60 1 1 7/11 z 06 SERVICE WRITE-UP S-1 PART OF I I OA INCLUDED INCLUDED INCLUDED (E) OIL I WATER / GRASS o / I z FURNACE -- PART OF 11OA ANCILLARY -- -- SEPARAT ,� 0 z 108 SERVICE MANGER S-1 211 5.F. 100 3 1 iz w O jj83 /lOci -- OF 110A INCLUDED -- - QJG '' 10A SERVICE BAYS 5-1 1285? S.F. 100 129 2 • MIMI/ 7 a t4i, t a z 110 BIKE PARKING 5-1 PART OF 110A INCLUDED INCLUDED INCLUDED t,�_ 10G BIKE PARKING 5-1 PART OF 11OA ANCILLARY INCLUDED INCLUDED - � � __a__ �r� a ,., " 110D WASH ROOM 5-1 282 S.F. ANCILLARY INCLUDED INCLUDED !6 © E =P 61. lsR. 16s SDMH ' 110E COMPRESSOR CLOSET 5-1 99 S.F. INCLUDED -- -- .,� WATER QUALITY 0 • LU 0- N 'p! c RIM = 165.24 U"" H i u a ' 111 BREAK ROOM 5-1 261 S.F. 100 3 1 COULD NOT DIP ._ Q �- r 1� t� 112 EMPLOYEE STORAGE 5-1 220 S.F. 100 3 w._ N•..� �-- - ■r•-'- �` 1L t-1 o 1-- , I . 0 z 0 a EH co s r i SERVICE MANAGER S-i 221 S.F. 100 3 1 _ ` 114 SERVICE AREA 5-1 1'149 S.F. 100 i 8 2 6'W X 3'H - ,� 1�5 tSl �a O i0 0 BOX CULVERT - 1• P � x� � :� 115 SERVICE AREA 5-1 1932 S.F. 100 20 2 IE = 159.23 IE = 161.25 �� / 116 TOILET 5-1 44 S.F. 100 1 1 ` SHEET NO. TOILET 5-1 44 S.F. 100 1 1 DITCH INLET , BOTTOM GRATE = 163.22 10" CCP W = 162.96 N 1 2 SITE FLAN RIM H 165.18 N • SCALE:I" =2©'-0" Q,. is I►,l r.ir - i c zc '; 1 _i --1 f.v,C .,46, ,11.43/4 L -, o... I"A Q Q pe,)1 9 y-- -.. 4 .r.,i <<r ■ . ' '`P' 1311 • 1 L � to D E h h O (6 : a1 AI z 0 1 O � o w zM Z oz ow 00 V w a. H w W � U 19't, . O u j ti.) N tA_ 1 i mum Q\ 0 v <[ 1 a kf..) 220'-2" 0 0 0 t 4 b S q 10 0 20*_OIt 2a-0" 24'-0" 2O'-O" 20'-0" Y 20'-O" .e 20'-0" 20,-0" 20'-0" 40'-2" I (E : —i ..--- "----)0 , i .1 '1.... \ 0 00 (E) OFFICE 112 r 0_.7----), m I, . VA (f) C) I LIU W < I (E) SHOWROOM /WAITING J MO CO 100 t"i ce r\I w 4 UccIc >ss 0... (.9 l■ o U' WW cc)_ Z (E) ST0- •GE 11111 11 z � I W W 0 Q i W W � C.1C 1 ii 1 W Li3 0 L, ,i1 � F _ - ,,„,,,,,.. (E) OFFICE Q CIIIZ CY 141 et < V) (E) SERVICE 4 mmaj [7 1--- 1 - - _ 111 ) - - Q F1 13 0 0 r — (E) SHOWRROM O- 6 142 -� 0 ko --..._ 0 ® '�-� (E) 5T•1 GE T„ L 00 `A L - 143A I II 0 L 0 , 0 0 Si (E) RISER RM / I , I ��� � 1438 0: 0 C �� _ i I� y; r (E) WOME (E) MEN 11 (E) FU N. � 111 i 14'1 1 1 146 1 ' ( i 1451 � s it (E) ST..- •GE v 4.-©il = Mme Q -�-:_ 11 4 II 0 ..i. ,-, _, II II --� It (E) TOILETI - I I (E) O i- - 1L. _ _ • l ±h1 __ II \ _ — i p (E) STORAGE 11 0 - 144 ry(i)-N0'IA O N 8 (E) TOIL. •��� 0 a \ (E) TOILET (E) LUNCH ROOM (E) OFFICE _ CC I 110 iii) 149 I 114 W ` -- - 11 115 it u- z 0 +� ECG - .- �. ICIL 0 1 z A D 0 S 0 z 0 i 0 ' iri 0 w o1 w C , 1 N i , 1 ( 1 )DEMO FLOOR PLAN ' ' 112u1 KEYNOTES 18 I ? illDEMO EXISTING WALL OR PORTION OF WALL AS INDICATED BY DASHED LINES I O _ 0 DEMO EXISTING WALL INFILL AS INDICATED; LEAVING IN F- Z ; . z PLACE EXISTING HEADERS tLtS I i c z 0 z O 0 DEMO EXISTING DOOR AND FRAME E_ 0- 0 DEMO EXISTING PLUMBING FIXTURES; U.1 0 ! I LEAVE CONNECTIONS FOR FUTURE USE 0 0 DEMO EXISTING COUNTER. 0 ••U- �0 CO 0 tO ii, DEMO EXISTING HALL FINISH; M I •• 6 l z 0 LEAVE FRAMING IN PLACE, UNLESS DAMAGED to LULU P i O II S.1.) kl De Q01-� O 0 DEMO EXISTING FLOORING SHEET NO. CS) DEMO EXISTING WINDOW INFILL A A2 .0 1 i ACT kb (..) § `4)'t Q la . o T,11 1:4,-, ' \ -, ,ei t C. z 4 N O ( ch l' ce F - u ( L U1 Z M z g z ti. g ',1.". C7 �Lid Li � W $ Fzi O N r� V) = V its -�` - - 'I < . d \ ifs,>i<;s<t 220'-2" 0 0 0 20'-0" 2 0 0,_0„ 20,x„ 4 0 0 q 1 o 20'-0" 20'_O" 20'-O„ 20,_0„ 20,_0„ 20,_O„ ,40,_2" 0 r- i � q,_4„ y ( 141_4„ 0 F 1 SERVICE I MANAGER I 121_3" C A4.t k 0 1 i- 1 I 10? 'C C - - ICY I MI momma le 1 i mu mionimommummimmolummenumim IN me' 0 OAR 1 Iry ili \ / BIKE PARKING \ /iil 1 0 1 \ / _ SERVICE OFFICE in Ma � � \ /\ / 0 \' 112 (� �� " = X © ( _ 0 iii um a _ /\ /x\ 7 el c _,,___ <> 1 / \ II 11111 ill--- LGrr'EE �r Q Al in ' - - - - - 1 I ° �r�� STORAGE _ �1s ID 1 al% 4D i 0 , 0 11 i 11$ ;'_.! i © - i - O A ILLI 111 < TE- p B — 0 I Ce N AERRIYIGUE P L D $ .5 •:. ( 106i SERYIC. AREA A`5•2 C _ _ CD N 01 Uct (y_ — SHOWROOM Q 113 ( - ( Tl FREAK • • ,I �/ I ROOM 0 100,6 0 tlo W W � � � ii I }— ao R � O 0 z Z 0 A O gla W W (21 E _ 2 �" A 0 W o _ , 24 W oC �, © \o oC to-' b- 14 '� fi7 D � $ W (3o 1 0 A i _ . A4.0 _ , 11 G a C...) i •I a.-1.. 41-5" lichirr ( CI Z • B ( I WAITING AREA 0 _ _ -r i re 41411( V) < _-- if I C, ( Illir 1 0 6 W oT) 0 It c c)—-1 L f•) E...(...9 ,,........, . L_ —... __L. l___ _ _ ____ _ _ _ .._ _I .... 1111111 co CD I 1, ,., O_ � \ A2 1-- -I 1--. -1 II 0 -- 0 RISER RM SERVIG AREA 1 i ■�i i w.wwi 1 101 I, r , 1141 0 I, �I 1 :ill - i ;'� _ ALIGN,� EE\\ // 18 i OiLET �� i OiLET`1 4'-�4 PARTS I 105 ( 104 I 1 `11� STORAGE \ / w� ► i 02A/\ m �.4 .� _ 4 0 N 0 _. 0 1 0 // \\ „ 18 HALLWAY / 2 -...z_ \� _.• 103 ( 103 Al..' �. 0 si . 11 8 hi I -D 0 © D $0 \ /13 7.147 IQ 10 r 1 0 r, �q D •'- ELECTRICAL / % , T• as wale ►: DATA ROOM •i i 5 ( 11iii V COMDR SOR _ fi- rc-,-- 1 D 0 01 r U ROOM , A- D 2B 5'-1" 109E G 0 5IM• v z A 1 0 ` A ' z i 5IM. '` m 0 I z 0 I 1 i k i ! !1 0 0 d, z 0 ! 0 ! i iii ! o � i I 11 } 1 V I'<7-H , 1 1�E:W FLOOR FLAN EF) , , •• N a ; Q KEYNOTES '0 v 0 NEW PARTS COUNTER - SEE CASEWORK ON SHEET A? (10) NEW WALLS - PER WALL TYPES ON SHEET Aq.O NEW CONCRETE SLAB - SEE STRUCTTRAL ( z 0 II O NEW 3-TIER METAL LOCKERS 0 ADD "Y' FITTING 0 AIR COMPRESSOR • SLOPE PORTION OF SLAB 0 WASH BAY TOWARD DRAIN E- ? I I z LU ! '}- 1w 0 to Z IP j O NEW DOOR 4 FRAME ASSEMBLY EXISTING CANOPY OUTLINE NEW HOSE BIB - SEE 1- i i z EE PLUMBING DESIGN-BUILD DRAWINGS 0 X V ;a CA 0 NEW STOREFRONT ASSEMBLY REPAIR. WINDOW 4 DOOR IN-FILL AREAS TO FURR-OUT EXISTING WALLS - PER WALL TYPES ON SHEET ILL - MATCH EXISTING WALL TYPES Aq.O a•- (1 i 0 INFILL EXISTING WALL TO MATCH EXISTING WALL TYPE - RELOCATED DYNO EQUIPMENT w/ PIT IN SLAB REUSE EXISTING PLUMBING FIXTURES IF IN GOOD 0 • O 1 !d _ to PER STRUCTURAL CONDITION u- ! ( 1 thi (-6) NEW CASEWORK WITH NEW PLUMBING FIXTURE 0 NEW WRITE-UP STATION - SEE CASEWORK ON SHEET A5.2 (2-4) NEW CURTAIN WALL HUNG FROM ABOVE - SEE Lu I` 1 •• 0 z 0 CO STRUCTURAL ti) z ?1 !�l ri.- 0 d) tZ � a0 Di0 NEW FLOORING - SEE FLOOR SCHEDULE 0 RE-SURFACE EXISTING WALL, REPLACE DAMAGED OR I I TWISTED STUDS AS NEEDED 0 NEW ROLL-UP SECURITY DOOR ASSEMBLY SHEET NO. 0 NEW FLOOR. DRAIN; CONNECT TO OIL I WATER 0 SPEARATOR - PER PLUMBING DESIGN-BUILD DRAWINGS NEW WINDOW 4 FRAME ASSEMBLY 1 A2 0 SERVICE BAY LAYOUT - EQUIPMENT T.B.D. • 1 1 J „z T 1 0.-'',i-. () , u (-72,L.-i- t p I p . (> til Q 4. 0 ! ii ), •-‹* A 0 :- (). ITI Q IT Y. T .--$1 —I II < u < < ni a m , irn ($.. it 0 > , ,ni in, ,u . m ,u , -n I I M -n I I I -n I r A r c) o A Ix m 0 0 A 71 m - rn r r r • IT ni s . . s . > s .. > > -1 ---i 0 0 millamilloomiliiiii --1 z , ‘ UIIIIIIMIIIINIIII 0 . , . . , 1111EMMIIIII Z Z . . • . , ________________ • , _ , • . ‘ , • , . , , . ' . . , . . . . . . . . . . , • , limmilimmasanimmilm.m........min....• . . , , . . . ‘ , IMNMIIIIMIMIIIIIIIIMIIIIIINIMIIMIM , . . - — 1•MMII IIIIIIIIIIIIIIIIIIIIIIMIIIIIII - 111111111111111 ■ = on ill all Inin./EREIIIbmiim.EIMIIIIIIIIIIIIIIII _ ,. - --- 1111111111111111111111111.1 6111=11111111.111a11111 . , W. MIMIIN amomm ______ I 4 ,... 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IS — ___ _ ___ __ 0 IIIII 111.111\ '111 Z 1 Will.- 111.giiiMiliONNIMIN _ _ ____ , , mimamaiialinii. , 1 ________ ___ .. A , , -_----.-.---...---,--------.....- ---,- ....-.-------- , 1111111111111111111111111111111111111 ill • • --- ----- - ' ''-''' ''. ' ....„..... , MIIIIIIIIIIIIIIIIIIIIIIIIMIMIIIIIMIIIIIIIIIIIIIIIII • MIIIIIMMIMIMIIIII 1111.11111111111111111111111111111111111 i - _ - g...6" rnla ■ 1.11.111.11 - -....-a- ' - -- - - - - - --__-- .--..----- --- i 1 r ---- 0---111. 1 .- ■ , . -------- • ' ' I , --- 1- II- --1111 ■ t ■ I 71 71 la0" 0 0 ..-1 8 I 8 z I I z o o 10 73 I I m I 7.,i 1:1 P P I m AI t 0.‘,.....1 -n 0 --I I' 0 6.(1/4)::LI t x __ __ __ ___ _____________ _ A 6.1°.:"_M ....„ Qtnin:s. I 0".... m 4 m -4,- Ki o 0 m 0 A °I 414 .11 1110111 1.11111M111..1111111111111 ni ul ni i 6-0" ------- rn -n r (NO % c . z --1 0 _ 7 ISSUEr, FOR PERMIT SET SHEET TITLE: REVISIONS -k1S,D ). Ul EXTERIOR ELEVATIONS /1\02/08/08 - COORDINATION MEETING _ _ TIGARD MOTORCYCLES ---- e•-__(S ) '7 ,-.. ki)41) X III 11 ____ __ --- BOB U\NPHERE ENTERPRISES zp( Is DESIGN GROUP cz4--- Iv 4 ,••••••e/"1"- (") DATE: -1 -DRA/AIN B`t': --r CHECKED BY: ,-,. ARCHITECTURE I ENGINEERING, INC. ..,..,/ 4Z 0-3 Z 10655 S . W . GREENBERG ROAD / (,) P 02/01106 ----JOE3 NUMBER: Nr.)0 1 1 BAR 15 ONE INCH ON ORIGINAL DRAINING TIGARD OREGON 97223 11104 SE STARK ST. PORTLAND,OR 97216 P: (503) 284-0988 F: (503) 546-9726 *4 ''. ' .1■11 - • • ..0.". 17/ , 1110' 0 - 56 0 amillummist" OF .... ,..1 L ...J P N N. z.t...,() -' \ g ci 410 A"- (135 . 0.. 13 . 0. (.3 0 (.6 ri re. (9 II 64 R z -1.... f?, Z g (9w °- tii LCUe w = g'e 9 - 0 Lij 17) N 0 0 0 0 CD 0 0 0 A4.0 0 0 j4T.O. RIDGE T.O. RIDGE 4, 'V 2411-6 i . 2c11-6"\II. A v :. 4., .1 : - I .r ■.- A 1 - . _ T.O. RIDGE AL II III I I _ , „ . II _ • :.1 A. 4. ... . . • :I....ii.....! .-- -.. .: - . .i - 11111111111111111111111 111. :.• III 0 . . .. .....,., . : 2 B.O. CEILING TILE . . I..i a : ,.- IIIIIIIIIIIIIIIII - .- li AIM i E,1 0 , , 1 , \ 01 0 .1! 0 ..... ...: „... 177 1 Alli 0 -. .---: ,.. / H / / \ 71 41 ... / I:1 , , H \ - (\ - IIIIIIIIIIIIIII ( - < — > --:-_----- ..:.-. iii ,• .-. :i. \ \ I I \ \ \ / 111, tri 0 —,—,---------xi,: --1 m - 1 , , ckT.O. FINISHED FLOOR . . I I \ \\ \ \ \ / \.,, oll:' -,--39. um II ii I .. -. - - . T.O. CONCRETE SLAB AL v oio” ik a-0" 4IF (11) (110 IIIMI A ' / \ /;)--/ %V 1 0 SECTION VIEY4 LU u j < SCALE:1/ = 1 NJ V) 0 rin u1.-4 Ce rNi CC NI >- cLOr 2x METAL STUD L) Ce Ce CI Ad LL1 LLI —ffi, BATTEN INSULATION 116 I.-- co ir..... / 34" PLYWOOD 4\ - I' 1\ z LiCii)j (D w L__ LLI uj (.9 2x METAL STUD 0 --1 FRAMING @ 16" O.G. LLI 0 0 1,...„ I • *. "Z: CESEM6666716 II IP B.O. CEILING obi, , 11111% CI Z Mil • 10~ r-0""r rt 4110c (f) < %" GYP. BD. —I 61111 .10sj kl:/-1111 L91-4 cf) Lti) PEI 0 %" GYP. BD. co Ism r—I BATTEN INSULATION 1 40 0 A4.0 0 LikT.O. RIDGE IV 2c11-6" ilk 1 ihilltaiimmos,„„..._ , dIFIA ioli111011.1114101111frabil* A LIIMP"'411#44"*41samme., T 2x METAL STU5/5127,FLRA6,ir,F,M.01BN.c: so, -/OIL illi 1111-.00011111.11 Maammr- , .fteas 41/110UvAIIIMI k 111 ri I 1 `4114111tisissix, ,.....111101111' ,1 414111, di T.O. EAVE A 1 I I I I I ll I I I I I OW I I I I I Ili I I I 1111' A a I I II I I I I I I Ir:aft IV 20*-0" lik Airj,LIIIIII 1 .411 --ellowswino I IPIPII I rillill II 4:1 3 •4.0 SIM 0 .4.0 1,0 filfr di,T.O. INALL , al __ 'V cls-0" ___,,21 I 1 _ I ii 11111 , il 1 Ali x 0 .: 0 0 1 , , : .... t , , , 1 _ 0 i ■ I I I \ 11111 did 1 T.O. FINISH P FLOOR "r101-0" ( / , , i - ' k.) z co SECTION VIEYI SCALE:1/S"= r--0" 1 A X I z . z I D 0 2 , 0 .,,, z 0 o scc) k---6 0 > ui 0 fy. <-i, , , 1 11;2. 2 An i ;191 i id. KEYNOTES I 12 1 ii NEW GYP BOARD SURFACE FOR EXISTING WALL OR NE N 1 g i z INFILL , 0 k.) 0 NEW DOOR ICI , C tI) a) 0 o 0 NY' WINDOW OPENING i- I:5 I le j T.O. SLAB AL itt 0 A Z in I ,.., 0 NEIN STOREFRONT 1 4 < .1 CY-0"\-11F ,..."'". ni ,.' 1 0 IAIALL SECTION VIE YN ILCP t-''i F-6 , cf"N 4 4 l' 4 11- " ^ 4 0 NEIN DROF' CEILING 1 2 114 SCALE:1 1/2 = 1"-0" I • 0 2 o Kb) EXISTING STOREFRONT 'SI tii 0 i , .n 1411 n tfitO 1 'Q 0 II-) 0 0 RELOCATED DYNO EGUIPMENT SHEET NO. O NEIN CASEWORK - PER NEV FLOOR PLAN O EXISTING WALL w/ NY SURFACE FINISHES A4 .0 1 1 _1 ROOM FINISH SCHEDULE INTERIOR MATERIALS FINISH LEGEND CT • - TRANSITION STRIPS .` FLOOR BASE WALLS CEILING CODE MATERIALS MANUFACTURE PRODUCT DESCRIPTION COLOR DIMENSIONS ADDITIONAL INFO & - � RM. # ROOM NAME NORTH EAST SOUTH WEST REMARKS _ "<k"` Q . ..\\ - -. \ MTL FIN FIN MLT FIN MTL FIN MTL FIN MTL FIN MTL FIN ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG DUNE TILE: WHITE GRID: VECTOR WHITE 24" 4" X 48" 100A SHOWROOM GONG TSD TBD TBD TBD TSD TBD TBD TBD TBD TSD TBD TBD GT-1 CERAMIC TILE DALTILE ASIAN SLACK 12" X 12" �3-� 1005 WAITING AREA CONC TBD TBD TSD TSD TBD T5D TBD TBD TBD TBD TBD T5D CONTINENTAL SLATE �" Q G553 0 101 RISER RM. GONG -rap TBD TBD TSD TSD MD TBD TBD TBD TBD TSD TBD �`��-,� \ 102A PARTS STORAGE GONG T5D TSD TBD TBD TSD TBD TBD TBD T5D T5D TBD TBD GT-2 CERAMIC TILE ROYAL MOSA GLOBAL COLLECTION 16840 (BLUE) 6" X 6' T5-1 ::- Y �' it 1025 ELECTRICAL/DATA GONG TBD TBD TBD TSD TBD TBD TSD TBD TBD TBD TBD TBD GT-3 CERAMIC TILE ROYAL MOSA GLOBAL COLLECTION 16850 (SLACK) b" X 6" i • 103 HALLWAY CONC TBD TBD TBD 7-En? TBD TBD TBD TSD TBD TBD TBD TBD • RUBBER OR VINYL TILE TO SEALED CONCRETE 104 MEN'S GONG TBD TBD TBD TBD T5D TBD TSD TBD TBD TBD TBD TBD PL-1 PLASTIC LAMINATE GHEMETAL FOOTPLATE 216 -- 105 WOMEN'S GONG TBD TBD TBD TBD TSD TBD TBD TBD TSD TBD TBD TSD PL-2 PLASTIC LAMINATE WIL50NART 7g4q-38 ASIAN NIGHT -- t'� PL-3 PLASTIC LAMINATE LAMIN-ART 2300-6 PLATINUM -- GLOSS Q, tj w to 106 SERVICE WRITE-UP GONG TSD TBD TBD TBD TBD TBD TBD TBD TBD TBD T5D T5D HIGH PERFORMANCE 0F. N 10-/ SERVICE MANAGER GONG TBD TBD TSD TBD TBD TBD TBD TBD TBD T5D TSD TBD PT-1 PAINT BENJAMIN MOORS .1. BLUE SUEDE SHOES ?g8 -- SEMI-GLOSS a C7 rn 0 108 DYNO GONG TBD TBD TBD T5D T5D TBD TSD TBD TBD TBD TBD TSD '• °` �' HIGH PERFORMANCE �� t1 � 0 � 109A SERVICE SAYS GONG TBD TBD TBD TBD TBD T8D TBD TSD TBD TBD TBD TSD FT-2 PAINT MILLER LA LET IT RAIN 0518 -- SEMI-GLOSS T5-2 (,.9 w Z M 1OgB PARKING CONC TBD T50 TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD SS-1 SOLID SURFACE ALKEMI LAPIS-25 3/4" HONED z FA IOgG PARKING GONG TBD TBD TBD TBD TBD TBD T5D TBD TBD TBD TBD TBD TS-1 TRANSITION STRIP JOHNSONITE SCCXXA TSD -- z Z o ii TILE TO SEALED CONCRETE TRANSITION 0 w IOgD WASH BAY GONG T5D T5D TBD TBD TBD TBD TBD TBD TBD TBD TSD T5D T5-2 TRANSITION STRIP JOHNSONITE EGXXW TBD -- 03 1OgE COMPRESSOR RM CONC MD TBD TSD TBD TBD TBD TBD TSD TSD TBD TBD TBD TS-3 TRANSITION STRIP SCHLUTER SCHEINE AE 60 1/4"H U) _ r a 110 BREAK RM CONC. TBD TBD TBD TBD TBD TBD T5D TBD TBD T5D TBD TBD T5-4 TRANSITION STRIP JOHNSONITE EGXXH TBD -- Q G N 111 EMPLOYEE STORAGE GONG T5D TSD T5D TBD TSD TBD TSD TSD TBD TBD TSD TBD TS-5 TRANSITION STRIP SCHLUTER _ SCHEINE AE 100 3/8 H �/� -• 112 SERVICE OFFICE CONC TBD TBD TBD TBD TSD TBD TSD TBD TBD TBD TBD TSD COLOR INTEGRATED V 1 = N ° • WB-1 WALL BASE ARMSTRONG VINYL WALL BASE GRAPHITE GRAY 61 6" - >c<� � a 113 SERVICE AREA GONG TBD TSD TBD TBD TBD TBD TSD T5D TBD TBD TBD TBD 114 SERVICE AREA CONC TBD TSD TBD TBD TBD TBD TBD MD TBD TBD TSD TBD W5-2 WALL BASE ARTMSTRONG COLOR INTEGRATED JET BLACK 60 6" K ' VINYL WALL BASE 115 RESTROOM GONG TBD MP TBD TBD TBD TBD TSD TBD TBD TBD TBD TBD WP-1 WALL PANEL NU TREE DIAMOND PLATE SHEET BLACK 4' X 8' ' Q 116 RESTROOM CONC. TBD TBD TBD TBD TS TBD TBD TBD TB TB D D TBD TBD TB TBD - - TS-3 III CARPET TO VINYL TILE TRANSITION USE LEVELING COMPOUND TO MAKE VINYL TILE FLUSH WITH CARPET • 15-4 _�1111111111111 111111111111111111 1111111111 111111111111111111111111 CARPET TO SEALED CONCRETE TRANSITION • • T5-5 IIIIIIIIIIIIIIIIIIIIIIIIIII[I . III 11111_I I r '/////�////� CARPET TO TILE TRANSITION USE LEVELING COMPOUND TO MAKE TILE FLUSH WITH CARPET ABBREVIATIONS: WI cif) Q t 220'-2" ACF ACCESS FLOORING W u Q t ACT ACOUSTICAL TILE ALT ALTERNATE ...1 v) 0 co 0 0 0 4 b S ANT ACOUSTICAL WALL TREATMENT U H , 0 B BASE N 20'-O" r 20'-O" , 20'-O" 20'--O" 20'-O" f 20'-O" 20'-O" 20'-O" 20'-O" 40'-2" L9 N SR BRICK L'�.. cB COVE BASE GONG CONCRETE MASONRY kJ ty 01 GMU CONCRETE MASONRY UNIT W W E _ I 1 CPT CARPET re CS CONCRETE W/ SEALER I' CO 1 1 CT CERAMIC TILE OR WALL Z \ % 1 I DT PC CONC DOUBLE TEE' 1 SERVICE EC EXPOSED CONCRETE W W I I I I I I I I MANAGER EF EPDXY FLOOR FINISH W I I I i I W 1 1 1O7 EM ELASTOMERIC MEMBRANE E 0 Ct ‘,..."5 Zillr:D S EGGSHELL PAINT FINISH C i . r - \ \ OVE STRUCTURE AB ii P W \ / \ / _ FA FABRIC :::::::::::::::::::::::::::::::::::::::: EXT EXISTING / BI PARKING ,� / g. \ / mituransmissuuminnunteparits FF FACTORY FINISH iiiiimirram \ / 1 098 \ / ► / 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ CL -� :i�Ar� r..���rrti�v \ / / / / FT FLOOR TILE SPECIAL � -1r " \ / I X. 1.. . M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ,���..11,>,_._: ,._..... \ / \ / / / / \ •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ GL GLASS \/ \ / / , r - , / \ ■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ GLBLK GLASS BLOCK imhaillamo = X ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■- GT GROUT IX V) Q ¢ /\ / \ . / / / / / \ ( 1 GYP GYPSUM BOARD L9 1114���� - / , 447.; / \ ( : I -1■R■■■■■■■1111■■■■■■11■■■1111■1111■■■■■■■I■■■1111 LAM LAMINATE H 11,1111111111111611111111111611111111114111111111111111111110 / \ \ 1■■■■■■■■11■1111■■■■■11■■1111■■■■■■■■■■■■■■■■111 LAC LACQUER co Ln , 1- 0 ._40.0,. / / .., / / / / 1110111■111111■■■■■■■E■■■■■■■■■■■■■■■■■■■■1111■■j MA5 MASONRY WALL ,?;:�"`� 1■■■■■■■■■■111111■■■R■■■■■11■■■■■■■■■■■■11■■■ MP MOVABLE PARTITION i ;� E WALL �I �I z ) MRB MARBLE FLOOR, BASE/ L �ti? � _ MTL METAL T'1 NA NOT APP I SERVICE 1■■■■■■■M■■■■■■■■■■■■■■■1111■■1111■■■■■■■EMS O APPLICABLE / 1■NR■■■E■■■R■■■■■■■■■■■■■■■■■■■■■■■■■■EE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED DYNO WRITE-UP / 1■■■■■■■■R11■■■■■■■■■■■■■R■■■■■■■■■■■■■■■ PLAS PLASTER 1 O : j 1 06 1 f 1R■RM■■■■■■■■■■■RIM■■■I■R■■■11■■■■M■N■■■■( PL PLASTIC LAMINATE 't'1% 1■IN■■■■■■■■■■M■■■■R■I■■M■■■■■■■■1111■■■■11" ''(';) PLYWD PLYWOOD FLOOR SERVI AREA s,� `a, Z� ti 1■■■■■■■■■■■■■■E�Q riii'■11■■■■■■■■■■■■■11 I- - :,. ' ,, ,,,; .... PNL PAN �T i 3 ! I s, 1■�11■■■N■■M■■■■E■■r'�NMII ■■■1111■■■■■■■■■■■■ p L EL • ti,'v''� 1■■■■■11■■11■■■■■■■■fititau'i■■■■■■■I■■■■■■■■RE in PT PAINT .' 1■■■■■E■■■1111■■■■■■■■■■11■■■■■■■■I■■■■■■■E GT QUARRY TILE FLOOR "000 0 ' 1 4 o ito: 'ERR11 I I I I 'H I -1R■■L■■■R..■I11..■■■■■■■■.■.■11.■1111■■■■..-i II \ 1■■■■■■■■■■1111■■11■■■■■1111■■■1111■■EEM■■■■■■■ RT RUBBER TILE FLOOR II \' 1■■■■■■■1111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 56 SEMI-GLOSS PAINT ENAMEL �.� . `?:=`:�, 1■■■■■■■I■■■■111111■■■■■■■■■■■■■■■■■■■■■■1111 SITYV SHEET VINYL ,`',,,z.:. \ I1■I■■■■■■1111■■■■■■■■■■R■■M■RM■1111■■R■■M■■E s ,t. ' 11■■■■■■■■■11■■■■■■■■■1111■■■■M■■■■■■■■■■■1111- ST STONE FLOOR BASE OR WALL 0,,,,t. 4.. 11■■11■■■■■■■■■R■■M■■■■■■■■■■■■■■■■R■■■■■11 ,,,.,.`.- T$B TAPE AND BED ONLY PRIME UMMI N■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ VEN VENEER � �' 11■■■1111■■■11■RM■■■■■■■■■■■■■■1111■■■■■■■1111■■ VCT VINYL COMPOSITION TILE 11■■■R■I■■■■■■■■■■■R■R■■1111■■■■■■■ UMMEN ■11 . .. . COVERING 1. K. SERVICE 11■■■■M■■■■■■■■■ ■�11�■RnE■■■■■■■■■■■■■■11 BAYS : 1111 1111 RE 1111■■■■■■■■■■■■■E INC WALL COVERING 1■■•■R■■■■■■■■■■■■■■■■■1 ■EM■■■■■■■■■MINE WD WOOD 11 041A1 / 1■■■■■R■■■■■■RR■■■ROMEMI ■■■■■■■■■■■■■.1111 WDS WOOD BASE ,. 1R■■■■■■■■MR■R■R■R•■■RRI ■■■■■■R•■■■•■•■E WF WOOD FLOORING / �s``3" 1■■■1■■■■■■■11■■■■I■■■■■1 ■■■ili'i1lWiiliii�i'r1■■■11 NR WATER RESISTANT GYPSUM BOARD"n�' 1■■■■R■N■■EEO■■■■■■■■■■1 ■■■11■■1(CZ.1=1■■■■■E : z,,,,,,„, 1■R■■■■ER■■■■■■■■■■■■■■1 ■■■■■■■■11R■■■■■E • �., ': 1■E■■ERE■RRM■M■■■■■■■■■1 1111■■■11■■E■■1111■■■ _ . i��■�■■■■■■■■■�■�■�■�■■■t 1111■■■M���■■■■L i Q I }--- -.- . . 11a■u11■REMI■■■■■■■■■■■■R1 . - ' B O tii■i�RRE11■R■M1111■MR■■M■N■i1 ' 0 GENERAL NOTES: 11■/.■■■■■■■M■■MMIR■■■Mru 11/%■■■■■■■■R■■■M■M■■■■■1 _,., ' j . T_is]iI■■■■■■■■■■11■I11NR■EM1�1 1. PRIME AND PAINT ALL STAIR STRINGERS �-, iiil■I■■■■■■■■■■1111■ER11MM111 UNDERSIDE OF STEEL PAN AND ALL EXPOSED i:: :::::::::::::::::: : STEEL CONNECTIONS AND RAILINGS. 1■■■■■■■■■■■■■■■■■■■■■1111 \ j k : . 111■■■■■■■■■■■■■■■■■■■■EI _ 2. PAINT ALL STAIR STRINGERS, EXPOSED I I I I I I 1■■■■■■11■■■1111■■■■■11■1111■1 ; k . NOME■■■■EE11E■■■■■■N■/_!1111 L CONNECTIONS, EXPOSED COLUMNS, EXPOSED 1 ` 1■•R■■■■R■R11■■■R■■■%•111.1 RISER RM CHANNELS, EXPOSED BEAMS, EXPOSED ZZ 1■EM■■■■1111■■■■■■■R/I■Iiluui HEADERS AND TRUSSES [PT-1O]. SERV i AREA. 1M111pin ilt•iaI■■l� R���re`OIR1��1 . I 101 1 � 1-- �4 a 11.11/���E I��IE■■GIs 3. INTERIOR AT N F I z 1 ' ME M= IRE►■■III / SEE ELEVATIONS 5 OR LOCATIONS _, x;, 111M1 911111 11111M0-I,I111 1 OF PAINT. I I 1 ,, liti llittlill 111M1114111I PARTS N: , • mama. 1IVii.i'i1111 STORAGE I i N /! 111tC i1■ 1.119:2•! (102Aj 4. SEE INTERIOR ELEVATIONS 4 ENLARGED i ,u :::::: 1■■E■■f PLANS FOR LOCATION AND PATTERNS OF I f I■■MITI _i 0 1■■R■R iR■■■■I . TILE. Z , 0 Z v ._____I 1..1,.111. o o { I f I vI I I L I L I o f HALLWAY SMOKE AND FLAME 5P� NOTES: tS� 0 I i IlO3 ( _ �V N� WASH ROOM 5. ACOUSTICAL CEILING TILE HAS A CLASS A 1109D1 SMOKE AND FLAME SPREAD CLASSIFICATION IN T N ACCORDANCE WITH ASTM E84. \ s / l 6. CARPET HAS A CLASS B SMOKE AND 1 I rn \ / FLAME SPREAD CLASSIFICATION, IN 1 ID I V Q _ = \\ // ACCORDANCE WITH ASTM E84. = 1 Z It 1 \/ T r -1. PAINT TO COMPLY WITH OREGON T. Q 1 I: I I /\ I BIKE PARKING I I j STRUCTURAL SPECIALTY CODE, CHAPTER 8. v I 111■■// �1NI111 ' / \ 1O9G ELEGTRIGAL / ( I O 1111711 a; T'�i7liii111 / \\ DATA ROAM 8. ALL PLASTIC LAMINATES HAVE A GLASS B I = Lr'�� �i►`rli GOMPRE550R / \ 1028 /A SMOKE AND FLAME SPREAD CLASSIFICATION, F- Z - i z 1 ONOMIN■ERR ■■■■■1 109•' / \ IN ACCORDANCC WITH ASTM E84. 0 £fl ! Z 0 .,. iriiiiiiuui. iiiuiiiiiuii iiiiil I • A \ 4= 1 a t IL LU in ffi 0 FLOOR FINISH PLAN 1 Z II W 4,_8.. • Q MIo ^ m GSM ./ice... ��� _ ,”, 'p ■� ■nr�r.lrrl����■I :.. 111 ••—:: :II iii o_ TAD i Q o 0 k.......-.. 11�111.....�.1 I ■*���:����� ��w.�:i - SHEET NO. 1...111 •"'I'•:irad�JII I.�.... I ...I�.....1U I I......._.11 ...nit X11 :.�.:UU II�ii1i:S U :1■ A5 .0 0 WALK-OFF CARPET DETAIL SCAL.E:1/2" = r-a' ---1 . ,. v,CT • , t xxx .-. \._ xxx ____ xxx 7..., . . _ . 7 xxx 7 xxx _..1 xxx 7 --REFER TO A5.2/8 A xxx xxx •. 7 FOR CASEWORK DETAILS 0 (6 ce rf. . it (9 Uj d fi'-') u".' 2 Z (-±-19 0 LU a- 1....1 . I ft LIJ (/) al <> T. xxx V t Ce Lu D ft 0 La 15 cO ti) IN . 1— w .-±' (4! En) , i/,_, (i)e\ ,94 , WAITING AREA xxx ;\2/ <> xxx /' T. T. xxx T. xxx T. T. T. T. T. T. T. T. T. z xxx C 7 . 12 0 100A: 5 H OINROOM SCALE: /4" = V-0" 1, 1, XXX XXX xxx . T. <> 1 r \ ' XXX XXX . XXX <> <> <> . 4 1) DYNO „„ i0 ... T. -r. xxx xxx — xxx xxx T. T. T. T. T. T. T. T. T. A xxx xxx xxx 7 xxx 5 xxx 7 xxx T7 _..../ p . 1 xxx 7 . (1) V) Cn I I 3. 106: SERVICE IAIRITE-UF' ILI w SCALE:1/4" = 1-0 mil (f) 0 (Y) uI-I rz N Ct N , , , >01 Cl. 0 r%, xxx xxx (,) ct 01 . _ LLJ LLI I Del._ co xxx I I r- --1 r -1 , XXX 0 XXX <> XXX XXX <> XXX xxx <> I I FRIDGE 0 Z z LL1 (49 tu Si' VENDING ISM — F —f.: 6 OWNER u j 11,1 Ili ... i i - - xxx __ , I 0 f% rilc _ X umal '1 ' A xxx . 5 xxx 7 I C xxx _71 P xxx 7 A xxx 7 5 xxx ...._,/ C xxx V --REFER TO A5.2/6 xxx 7 . 0. 0 , .. FOR CASEINORK DETAILS CAD 101: SERVICE MANAGER 1 10: BREAK ROOM CI Z • Ce --g- SCALE:1/4" = V-0 SCALE:1/4" = V-0" lit (/) < lilt Lin (-9 1■•••4 , xxx I._ xxx xxx • xxx 11:1APH ILI' ‘1') II.4 co CD r— —1 Film ir-1 xxx xxx xxx I I - xxx xxx I TV I I I xxx xxx 1 . L.. r ,----, 1 z > ---,. \ .-- A xxx 7 xxx 7 , 5 REFER TO A5.2/8 __. xxx . C \._ ..__Il xxx P \....... 7 xxx 5 xxx 7 --I C REFER TO A5.2/& xxx 7 , 7 xxx FOR CASEINORK DETAILS P , - . FOR CASEWORK DETAILS ' 1 05: HALLY1AY 100B: WAITING AREA 6 SCALE:1/4" = 1.-0" SCALE:1/4" = 1-0' XXX XXX XXX XXX XXX XXX J — — 1 0 -- -- —/ xxx 7 xxx 7 r \ 7 xxx 5 xxx xxx X 1 z 1 11 § . (._ fi 0 i SECURITY 2 1 _....._____..... GRILL l fl co Z 0 1 0 s,s . ti) O 1 xxx xxx xxx xxx xxx xxx > LU 0 __ - c _ _ I - 1 10 C xxx __II xxx __// xxx 7 P xxx _..../ xxx 7 REFER TO A5.2/8 , 0 1 _ A 1 0 2 A: PARTS STORAGE FOR CASEWORK DETAILS I'lli 1 I i!. :1630 :2111 ‘""e" SCALE:1/4" = 1*-0" kn Z Li 0 1) I- I— 4: I > ILI LU 4 xxx 0._ ni 1 . LOCKERS OF/01 V. V — 1. 1 t I XXX xxx XXX XXX ME■ 1 ' ■ ■ 1 ; XXX xxx EMI SININ Stiffi 1 MDR 1® OEM 1 indit MS e= C. I= =I 1 1:=3 1 II= t=3 IL IIA 0 ■ I I I I I t I , I , XXX 1 , , II , i , , t, , 11111111 , , 1 I 1 I 11 , I II 111, 1 115= t 1 1 , [ i; ' 1 ; 11 MS itida INN 1 Miniti i 111001 ,NIEN NOVII esme 1 ■ I SHEET NO . , Nomnsmili annommithmaimousi inammilmbiamohlumm M111111111■11amIlmmOmmilammillaminamiliamel MEE 7 . 411111111111■Nom Immismonmastiarurlimmilarm , , . s 7 7 XXX XXX A xxx 7 E3 xxx 7 C xxx p xxx A xxx 5 xxx C P r—a---)4 112: SERVICE OFFICE r------ 1 1 1 : EMPLOYEE STORAGE A5 • 1 . , SCALE:1/4" = V-0" 1 0/I SCALE:l/4 = 1-0 N---..._-/ i 1 7 . KEY NOTES: GENERAL NOTES. ACCESSORIES MOUNTING HEIGHTS: • (s.. T • AP iiiiiiiniiim111111111111111111 IIIIIIIIIIIIIIIIIIIIMV*1-0111111111muni IIIIIIIiiiiirwairdliiIIIIII 1111iiiiim1111111111111111111111111111111 IIIIIIIIIIIIIMERWITe sioralip.amommumnimminmile IlliiiiiiiiiIIIIIIIIIIM Fiiii11111111•11•1111•11•111 ' 11144•11111mmuul PIIMULIIIIIIIMASA•IIIIIIIIIIIII 11•1111•1144111111111011 111111:14ASIIIIIII•••11111•••111 immmi•Nomiudat 111111WAIMMINIMOIMMEMOMMI •UNAMMEINIMMI UMUAMMOIMMIIIMMOMMINII ® MIRROR L FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH (....) -- IIIIHINNIMil 1 IIIFFIII,011•momMIWZMZIMII •1111liammilM1001 IliumnimillIMII•Ww1P11•11111111 I 11111111111 11111111111-11111111•PmIll•MINIMIll ININNOIHIPC=1:11 11111111=2:1111211MMIMMIUMI••1 ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTNG ammin i LL'Llaineilal111.11111.111111ZE•11 Gil ageoz.....m.Ezi Elara211111111117:01111111•111 I ---ga Immommummizeimitmgmn 74:12FilallIMIIIEE1111 IIIMININECIAMIIIMPFM1111•1111 0 SEAT COVER DISPENSER (OF/01) OF THE IAIRIST. THE FORCE REQUIRED TO ACTIVATE CONTI:Z.0LS SHALL BE NO -11':C , reiliiii i IMMIMMiniMMEMIEMMiiiiiiiiial •ILII1.1•11111•1111/1111 111112i111:111111111411.0•1101•11111 I mum a, xxx mormlimmummEamsrmiss ,IlEglliilliliiiiiiiiiii NIIIIIIIiiiiiiiiiiii1111EgalIEVIIMM 16.4111110 i •IIIIIIIIMMINONIMM•1111•1111 iiiiiiiii1111117•111•11 iiiiiiiiiiiii011.11111.1 MIN I IMMO% UM 11.111•11110/Alltet211 iiiiiiiiiiiiiiiiISII•IMIN IMINIMMI•MillifilliiiiiiiiiIIIIIMMI GREATER THAN 5 LBF. .0 SOAP DISPENSER (OF/01) PROVIDE 2X6 BLOCKING @ ALL lis 12" WI 1---GRAB BARS SHOWN D' 432.2. g g a fli , i , .111k. 1 . 2. FLUSH CONTR.OLS SHALL BE OPERAE3LE BY AN OSCILLATING HANDLE WITH A cfre',.;\ t i maiumaimmmasiumnammt XXX TOILET TISSUE DISPENSER (OF/01) RR 1 •11 liESIMMEI INIMMOMMOI--...111F-T.-AIM 111111111111111 1111110----il-....J'-.--' -- .--=111113:141=CIMI 111111raalail MI 1111111111111111••11111111111.1111111•1111 MAXIMUM OPERATING FORCE OF 5 LBF. AND SHALL BE MOUNTED ON THE WIDE 11111::---E-:: :2 2- 17) .._._\____.4=1:: _...0' A, 11111111 \-......--/ ...__-/ '"•'......"....."'"=111\ 1 OMMEMIrmilimmommmailii ilsommommijakWiii merattiummt ow IF in .--===. asaw"1"- itnismillIC2311111.1011 11•1111w4I•ummenoma --,-.minwornm• rilliblaimmannuarmin., ....... SIDE OF TOILET AREAS NO MORE THAN 44" ABOVE THE FLOOR. / MN illgal 1 MiiiiiiMiatridPalliiifigliRiiiir"L" OW Imaikiiiialni lorogurson iiiiigra•um miliPli _• ,,,,,, limmilliMIIM Iii11111 •1111111111111117-1-118 1-11-"INIP141111111111111111064111•111 0 PAPER TOWEL DISPENSER (OF/01) cN.7. . q11) - 11 IMMO I 611.-2 : NUMMOMMilleigawariliiiiMill ailliiii4ZOMME ZdZiMINIMME tiElniliii /Mit IMMION111111111 1•1111111111111111 11•1M101111111111• 1111•1011111111■9011111011111011 6 ..1 ill '4 co x ---%, • :11 11'1E11 1 mememmummammor --41,. 1...ommimatiol muniummememmun moms Emma in NNW 1•1111111•11•PLIIIILSIBINI 11•SIM•1114...11111 orr---1111•1111.1.4111•••1111101 0 FREE STANDING WASTE RECEPTACLE (BY 5. DIA. OR WIDTH OF THE GRAB BARS SHALL BE 11/4" TO 11/2" IN/ 11/2" 11411111 I NIMIX£31111111111111•111LMAII IMINNIMMIIIVIII •111•11111141N111011.511111••1111 IIIIINIII INVIVIIII•••1111•11,1r,r111,1111I1 IIIIIIIIIIIHMILIMIN lir Sal•••111111111011111111111 CLEARANCE BETWEEN GR.AE3 BAR AND WALL. a. ) 1111•1111 _i 11111271.:11711111•1111111•111P II 1111111111111111Beittal 11111111111111M9tiffal.M111111111111111111 , IlkwaillII•1•10111111119::===•1 U_Miliii11111111111111.111111111111 • 4111111111111111111111111111111101111111 OWNER) \ XXX XXX CD SANITARY NAPKIN DISPOSAL 4. WHERE TOWEL, WASTE RECEPTACLE AND OTHER DISPENSING AND DISPOSING GRAB BAR ELECTRIC WATER COOLER LAVATORY 1 ci u, tO D 4 N N FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH FIXTURE IS TO BE MOUNTED N A E3 C r) A E3 C r) ..._ (---1- ) 1 04: MEN'S RESTROOM (--- 1 05: INOMEN'S RESTROOM' 2 ) 0 BABY CHANGING STATION WITH OPERABLE PARTS WITHIN 40" FROM FLOOR. r-o" \\„______)SCALE:1/4" = V-0" 0 UNDERLAY PIPE GUARD 5. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. 0 SANITARY NAPKIN DISPENSER (OF/01) 0 II . X _ a) 11111111111111111 Ellim...112n II xxx XXX XXX 0 TOILET PARTITIONS, SOLID PLASTIC FLOOR 6• ACCESSIBILITY SIGN FOR ALL TOILET ROOMS SHALL COMPLY IN/ SECTION 1105.4.12.1 OSSC. -N.z kr x F. ir 1-4 tn al (f) ce - X Y 0 ill 6 ECM ME xxx MOUNTED IN/ ST. STL ANCHORS 4 HARARE \ L _ 0 Lu < tii iN9 T. Ysl ERE ACCESSORY IS MOUNTED ON CERAMIC TILE AND GYPSUM BOARD, SHIM tn C7 Or) CD' 56 1)/2" ST. STL TWO WALL GRAE3 BAR- PER B HIND WITH SOLID PLASTIC MATERIAL TO LEVEL MOUNT ACCEBSORY AND FILL TOILET PAPER PIS P WATER CLOSET SOAP DISPENSER 0 0 CODE. VEH OID. 4...) 0 „ .1. ce ; .--, mi .........,..... 0 42" 0/2" ST. STL TWO WALL GRAB BAR.- PER 1 11111 111 -111 Ma - 0 .111 411. ii 11111i lia..•• PI C IP AL 1111 el Ilir CODE. 0 MOP RACK 0 MOP 5NK 5. 1. I XXX I DENOTES A FINISH. REFER TO SHEET A5.0 FOR INTERIOR FINISHES , ....i TAGGED ON THESE INTERIOR ELEVATIONS. ALL CABINETRY TO HAVE PULLS. - % **61 1 :.•' X ........ if i I )'Nk_/1 XXX xxx xxx xxx xxx XXX XXX XXX 10. REFER TO SHEET A5.0 FOR ABBREVIATIONS. 1,..% 5 C p A 5 C • p 4 IA ,m 1 1 5: REST1ROOM 1 1 b: RESTROOM 1 1. (E.) DENOTES EXISTING FIXTURES AND MATERIALS. (1) X _ 4 -...' scALE:1/4- = r-o" scALE:1/4" = 1-0" ...... - PAPER TOWEL MIRROR. SEAT COVER DISP DISPENSER GASINETRY DETAILS OD , „_ , .2 xxx• 5 1 :0 l -- -- H ---.... -, 1 1 r I 1 N 7.-- xxx / i•-.1.. 4- 1 < › 7- FIXED SHELF ":- I '--- -„, I I --- --- I I z . 1 --7"-----7--- xxx L -- ---_1_,11.1.% --- _ i< I I 1 9 -\-- - I N's ,"z I CI .._ I N I I I I z y I I ------ L . . ___ ___ 1 F -- -- 1 xxx 1'-as di, '417 . / ZO e) i/.0 1 /--____Ar_____XXX VP -In 1 ......- 2'-0" 4, _....N, COFFEE SYSTEM il ,3 XXX ..:-\\ii 41-11" - 'V- -C-\-- 1 .99 4-r-r0 - I -1e4 01 4.- ,4, \ \ 1 / -0" Ifry, ,y; 1- - 1- - 7n- - Ti, r - -1 r- - -1 6°- ___ _ ___ ,z IIINN JiL_ _ _ _ JL_ _ _ _ _J 5, xxx =_- = -,--_-_ _ _ \ I , i (11) i An -.7' ,.. _ _ _j)__ - - - 1 z'74----' I V II N I NO ti I , „„ie ..... FIXED SHELF .,,* ' . ADJUSTABLE SHELF "I U.1 r - -1 VENDING FRIDGE , ,:,,,.. , '„'S , -,, 4, i..- t\''''.. 1 < iNi 1 N I I I I )1 / ./ 1., I I I 6 I I --„, ini 1 \ il0 1 x II /' I I I I I N 1 -4 =al (f) 0 ro _ ____ _____ L _1- y anr- -,::,,, _ ,,,.. 0, , . , , , 1 N. N. II N. ,z' -... 1 . -,..... 1i ....- ...... 1 .,u,. - ED, iN 1 N 11 N .--... ---. '--.... il ........ ---- ---- --- -....-- A xxx /7-: xxx till/ I■4 N Ce N [ 2'-as , ,ct.,,_ __. \- I 1 _ \ RI- A a >II Cli. (9 r■ \ 4" (/24" (a) Ce Ce 01 _/_-,•,_ 4" 1.-5" 1.-8" r-EN),. um // / / / xxx .1. 11.1 LIJ 0 E3REAK ROOM COUNTER KEY PLAN ,._ BREAK ROOM FRONT ELEVATION BREAK ROOM SECTION ....;)COFFEE COUNTER KEY PLAN S COFFEE COFFEE FRONT ELEVATION .„. COFFEE COUNTER SECTION I I- CO ei.,NZ SCALE:1/4" = 1.-o" c119 SCALE: /2" = 1.-0" SCALE:1/2" = V-0' 1 SCALE:1/4" = 1.-0 V SCALE:1/2" = i'-o. -1 SCALE:1/2" = 1,-0" Z OVERHEAD OVERHEAD LLI uj 0 COILING COILING LU U-I LU COUNTERTOP COUNTERTOP 0 CZ 0 GRILLE 0 GRILLE E U.1 0 0 1 • 14' .. - ___ __- 4( 1,:f;) 16. 12 15 5.2 -5.2 W (I) < Ank An 0 0 1114 1....4 7417 w417 r xxx xxx xxx xxx xxx c. i.f., F.. ........) XXX ‘19 0 ILID , I-6" / l'-0" 2'-e /- 4* " ' '-0" if-----NrzQ,- --\--- t 4 ,...\/ _ \ / L ....i \ XXX Itil co CDT., 21,1 J t z,.....,_ 4b' 7-.--\---- -\-- L.- 6.4. \ Nv- I / I \ - - atis- a 1 k 611,,t- i-it 4, Ine- L - I L - I 151- ....ti \ • '.........6., \ \ )(41 1 " iet / 3-3" 4 4-11" 4-j ,. .... ____y. 1'-e 0 / 04 \ E ---- -1 I-- - -1 L _ __ _ J L _ _ _ _I ..... _ _ xxx --- xxx = -_=_ = = = i0- xxx IN 9 . - - 4/:.0.- . i , ...._, ...... ..„ .0 .0" in 1 ill 0 1 . 11 22-8" / ifl 7 .-_-_-- = = = - \ i■I ,... . 4" I I I .,._. 7 7 :T ) / Jr I _9_ LI __ ___ ___ J L _ _ ___ _J _ - _ _ = = ,----_ = = All _ , .1, 1.1 -L. 11, \....2 , , 1 W i N R . . . . V17 '4. --\ - - . al am ow 3*-11751" a'-i 1--g" ,I1' 5I-5-i" 11111-1 5'-54" lir 51-5" 5'-54" *5,1; xxx s' ..---/ r // / PARTS COUNTER KEY PLAN PARTS COUNTER ELEVATION TECH COUNTER ELEVATION CI,CUSTOMER. COUNTER ELEVATION SECTION SECTION 1 e, SECTION 10 1 2 1 4 SCALE:1/4" = r-o" SCALE:1/7 = r--o" SCALE:1/2" = V-0" SCALE:1/2' = 1.-0" SCALE:1/2' = 1.-0" SCALE:1/2" = 1'-0" SCALE:1/2" is V417 22 6-6" 2" 4> 2"4' TUBE -5.2 ,,, , TUBE STEEL--\ r xxx xxx __,...\ ,,,,,„ STEEL xxx /- xxx \ SUPPORTS TUBE STEEL SUPPORTS 177SUF'PORTS 0 0 • 2"4' -'4? ,_- k..) xxx xxx -\.1 xxx ft ,L TUBE STEEL--N, xxx . 5/4" ROUNDED EDGE--\\_./ xxx -il xxx FRROILNLT-OUT 5/4" ROUNDE.D EDGE 'il :_' 2r4 SUPPORTS 2'-00// 2AO" \-- 11 . -IN i/ AIM' / ...tr -.411 _...,._ 0000000000000000000000000 r , SHELF xxx fi-- ti ils.4 r xxx _ • ; I- Iiir z0 , ii,..0...go..0...............a.......0.......g: ,44ggN.NN2 ,133N2gNg: gggg:gggNg2NN.. 000000000000000000000000000000000000000000. . in - anopoopop000pooaoopoop000pooDonoorloop000no. -;cy Z) clooaDoopooaDoopooDocoonnoopoop000000nacono• - poop000poop000pooppooapoo ocapooc000poopocloop000poo opoopooppoocopopooppoacloo p000p000ppocooppoopoopoop = Zo ooDoopoop0000couoaonop000 -IN •oppopop0000 •pacl000p0000 •octocoopooloa socaporloopoo iip•opoopoopo • oppoppoppo === CPU SHELF .00000000000 .00000000000 ........... ........... ........... - •......... Zo in i --.) A, xxx ---- xxx xxx I 0 1 Z ........................1 4-1//)/-- , ......o.............................. -- , ,.......... 1 .000000000.0 i riae-\-- -I I 1 ocoopocioc000nacop000popoo 7 t4 212N2g2222gNgggggggg22gNg222gNN: ggEggg: :- ty 0000000000000000000000000 7,_ •00000000000 .00000000000 - ' - cv •........... il .00000000000 " r4 ' 00000000000000000000 0000 XXX If 00000000000000000000000000000000000.000000. .00000000000 .00000000000 00000000000000000000 0000 yl-I i 2 0 0000000000000000000000000000000000.0000000. 0000000000000000000000000000000000,0000000. 00000000000000000000 0000 .00000000000 .00000000000 .00000000000 .00000000000 Z 00000000000000000000 0000 -- - \ XXX ---"'`..----. xxx 0 ' 5.2 4 -it -, \ / )c-- 1.--- < 1 / 20" xxx , xxx xxx -7 xxx ire .)51 xxx xxx - alik- 0 11 t APA SERVICE DESK KEY PLAN SERVICE DESK FRONT ELEVATION SERVICE DESK SIDE ELEVATION SERVICE DESK. BACK ELEVATION SERVICE PESKSIDE ELEVATION SERVICE DESK SECTION SERVICE DESK SECTION i 5 1 GI 20 23 SCALE:1/2" = 1'-0" SCALE:1/2 = V-0" SCALE:1/2' = 1-C. SCALE:1/2" = 1.-0 SCALE:1/2" = 1'-O" SCALE:1/2 = 1-0 SCALE:1/2" = 1.--0 1 0 d) Aga' Z P 0 1 i V7417 2q 50 LU 0 1-6" 11 "1/ ri xxx xxx --\ xxx . 5.2 . 5.2 F xxx xxx xxx , \ %" ROUNDED EDGE--\\ 5/4" ROUNDED EDGE -pi 21-0y 21- / 1, --'n oi (I -\.- ...... „ .,....,- \-- z X ‘...) I L:ra-crercrerercrerercrcrervwererererererrercrmrerersrcrama-ererstrasretrem-sretral N:\ il,.................................. I 0 0 I00000000000000000000000000 I UUULLICIUUOUUU I I \ ROLL-OUT I _-\-- I JEJOULIU0U17000C )00000000000C I d i \ xxx ilt."1 fl il i,,!]`,:,)ggIg2NNg`,3igggggg`r'igggcr]oggggtogN2`,',c°3',33gggg ....................... ........................ 000000000000 000000000000 t t .4 ,.......... il r 3000000000000000000000000000000000000000000 •00000000000000000000000000 000000000000 PRINTER _ k 300000000000( _I A 3000000000000000000000000000000000000000000 .00000000000000000000000000 000000000000 ....t === 300000000000( XXX "-- 1 LLI ..... 26 L.." 25 ,300000000000000000000000000000000000000000 3000000000000000000000000000000000000000000 .00000000000000000000000000 .00000000000000000000000000 000000000000 000000000000 /7 SHELF k 100000000000, 300000000000, , / IV xxx 10 k.) %717 ;4-"" I- '417 3000000000000000000000000000000000000000000 = ft-, •. ........................................ -___Pi sr .1- g,T,:,T,,°,gg`t3.9 ,g2Egg',;3ggS'g2g2,Tg222"6",1ffcl'gf]2::T,N,`] 7 in - Jap000noaclooDoclaapooppacoarmaracloopocannon000 ?.1 (r) oaoorioomoctoop0000D000na0000acip000popootlaoaa - •000000000000000(30000000000 ....'n 00000000000000000000000 _- 74) ..'gg'000000000000000000000000 .-- I •Docopocoopopoopoocw000cloaa 1 il •poopoci000nacloopoponaapooDo iNi •00000000000000000000000000 000000000000 000000000000 000000000000 oclopooacloona ° Ngggg2gS'g 7 .._ 2Icv 0 ag22,c,;Ng= 300000000000C 700000000000( 300000000000 30000000000 t XXX 1/4)in XXX . - a) i in al 11 1 i i-4 k...) 3000000000000000000000000000000000000000000 .00000000000000000000000000 00000000000 7 3000000000 t --1, el D00000000000000000000000000000000000'000000 .00000000000000000000000000 ' 000000000000 \ - 300000000000( 1 Z ...................................... •........................ ........coo - 300000000000E i; ti) r-----1 ° Z 1 AA/'. 300000000000( it) Doom:3000000o CO CPU 300000000000( Z 0 Agnk 30000000000000000000000000000000000.0000000 30000000000000000000000000000000000 .0000000 3000000000000000000000000000000000..0000000 .00000000000000000000,00000 .00000000000000000000'00000 .00000000000000000000.00000 000000000000 000000000000 300000000000( OI \ 1N17 - ;t \ .. ............... .. \ ---///( i1,4" .--,---N, '4. \ .13.0..a.r=a _ \\ it \ SHELF-Mr"' ;it \ lnrinnnminnrinc XXX ---"-----..11- 1, .--,_____Ak_. k kFi.........------- XXX 1-1 0 -1 c CO 11.1 eN 0 1-- `-, 11 1 \ ii, 2'-a" xxx / xxx xxx xxx / xxx --1 /41, sum /4"/ XXX t"" 4: U L1- MIN1 SERVICE DESK KEY PLAN SERVICE DESK FRONT ELEVATION SERVICE DESK SIDE ELEVATION SERVICE DESK BACK ELEVATION 25 SERVICE DESKS117E ELEVATION SERVICE DESK SECTION 7- (3‘.... ,..., SERVICE DESK SECTION V. 1.1-1 (..) - a X 1 cf) 26 2q tu ....i ,,...,.._„) SCALE:1/2 = 1.-C• SCALE:1/2' = V-0" SCALE:1/2' = 1.-0 SCALE:1/2 = 1,-a' SCALE:1/7 = P-o" SCALE:1/2" = 1'-0" SCALE:1/2' = 1'-0" a_ iu V af:,'-0" 6'-0" IL ni Ce 52 101-0" xxx - _ /7--- xxx I, / , Be. 11 -In 5/4" ROUNDE.P EDGE 2-0" __..,.., , xxx 0 I - (-N -:-Ic OZ1 --'tc4 (1 ....e." 11- 9 c) t 0 ill A5.2 it , --p4 0, oi 01 • \\ _ ca A) . // . . \ ._. ,,,. . ___• . J .--t.„........._\ ....„._L '.."--1°-------....,,, II I::: riZ ILI NI' 30000000000000000000000000000000000000000000000000000000000000000000 ` 13c3c3oop000araormooactoopapoppoccoopotioari000p0000000papoop0000p00000naa .0000000000000000000000000000000000000000000000000000. .0000000000000000000000000000000000000000000000000000. --.1,, XXX XXX in ul F_ILI 0 - 0 2 0 il 30000000000000000000000000000000000000000000000000000000000000000000 30000000000000000000000000000000000000000000000000000000000000000000 .0000000000000000000000000000000000000000000000000000. eapoopooa00000popoop000tit000poopooDopoaopacw0000aconoo. l'n'Th / 'm alp i m I 30000000000000000000000000000000000000000000000000000000000000000000 .0000000000000000000000000000000000000000000000000000. = 44- 0 Ul r- \ , -ri xxx , NN2222222gggNgNgggggggggffg2222ggggggN2Nggggggggg2222NNNN .......................0.0...................... ................................................. p........................................................ 21(1 •00000000000000000000000000000000000013000000000000000, ,241 °) IX 0 ji 6 CI CI) - _ 7 • .v.). 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N I 1- (fl 01-1 in -(1; xxx m SHEET NO. .4.0,- -- --- I ---\ WI "I'`) AIN 7417 lil 3000000000000000000000000 00r.,,00 000000000000000000000000000000000 Cl 3000000000000000000000000 00000000 000000000000000000000000000000000 3000000000000000000000000 00000000 000000000000000000000000000000000 111 .0000000000000000000 ougewoo oclocoop000poopoopoop000. .00ppocloopoonoctoopoo ...... 00000000000000000000000. .0000000000000000000 ^^,,,,,,,, 00000000000000000000000. --riSi 21(4 30000000000000000000000000000000000000000000000000000000000000000000 .0000000000000000000000000000000000000000000000000000, XXX XXX IT- -. \\ SHELF HR°E11.-NLLT EF-Cf)R')-r io 1117 I 30000000000000000000000000000000000000000000000000000000000000000000 30000000000000000000000000000000000000000000000000000000000000000000 .......................................................... .0000000000000000000000000000000000000000000000000000. .0000000000000000000000000000000000000000000000000000. .0000000000000000000000000000000000000000000000000000. 2'-O" I • . . \ _ ,--- ------v\ xxx \ \ - - ... --- xxx xxxl-----4 A \ \ A5 •2 , , xxx .......„ xxx L 11' ,,11/ I 3'-0" 31-0" 11, l'-10" 2'-11" 2-1 1" 7,1, \ ‘ 4" 4" r / / r DISPATCH COUNTER KEY PLAN ,..) DISPATCH FRONT ELEVATION / / 40 DISPATCH SIDE ELEVATION / DISATCH BACK ELEVATION DISPATCH SIDE BACK ELEVATION Csi,)DISPATCH SECTION Si SCALE:I/2 = r-o" 5- SCALE:1/2" = 1,-0" SCALE:1/2' = 1.-0" 54 SCALE:1/2 = 1'-0" (3- SCALE:1/2 = 1'-0" SCALE:1/7 , ""- ____I ,.v,CT • , iiv -- cat) i, .. L\:. L..T. a - (e.' i <pi f ` ` ,1**x T 0. Li +o . N o (.5. a', c' c4 . 0 , 00 LL' " " � r' z g2 ZD °C co.. (9 w a V W co M 11-% v~► C w = (4 d'. 0 LY, N tA ~ VW1 rA _ \1 O v i >c F .-t II ._<(,,1 t 220'-2" il 0 0 0 0 0 b S ci 1 O 0 20'-O" 20'_0" 20'-0" 20'-O" 201_0„ 20'-0" 20'-0" 20'_0" 20',-O" 40'_2" I = —i io II— —x _ _ --1-- , 4.. —�_ _ f'""' 111111r" J _ ._= -1 0 \ 7. . . 1 i : .... ..._ ›,_< ›< ›< ›.< , ,.. 1 CEIL'G HT. .: , . ..... - , = ' >< >< >< I (1)L v) a_ _ 0 0 0- 0 0 __________(-4-) LLI ui < _ >< >< >< >< � OC - GEIL G HT. 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GBIL`G••+4-r.: M.lirlIMIIIMIIII i I •• ..:,•,:-..,•::., ::.: .:: ,. :,..-::, :-•::: - :.: .• . . .....---"... . ,:. •....:,....,,....,,....- ,,..::::::...-:.:,1-.... .:.............:.:_, .. .t,..s.,.. . ::•,.:, •:.-:,:::!-..J:::..:....,:...-.: ,.:.....:.., .. . . ,... . •-•••..- •-7-...:.--.. .: .(,:. --: -- ",, • . • — ",:.,;..:-....,, ,,i;:•,.-•,.-..:: r : :. ,• .51tORA6ET'' '..::*.: - - en.---( ===i- ;0_, _ _.f._ -07 0(;)---ic[,..,..'..... -..:..... ;.:...,•;:• . : . ... I TYP. I ■■■■I ■■■ I ■■■IIr■■■■ i• t• A t• .j IIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ArillYbdil _„, I ..,, . SERVICE 0 111 0 III WRITE-UP s _ :, '., 108 106 7 •` •Q .x,11• mu—■■■■ :1�R!'l..T.� ■.■■■■■ %! -1•- •--- i —i. -•t- -i• -•t- • r_ 0 �� t ► '' 31?. , iG,. I OPEN TO ABOVE •• •• •R ••• ,,c■i�■:4//rwa.-.� , F i _ _ I. I III 1116.111111111111. h.': •r' ; 16 q 6 IIIIIIPMIIIIP%1111lMIIIIIIIIMIIIIIIIII .. ,. I. • i• y L.} I. •1 IIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINI IIIIRIFA. . : — �-- —�--- -_--� — --.t---- IU%0R//■UI/■ i/RlIlI_ s SERVICE BAYS - '. I I. •1 I. .1 l 0QA I. •1 11111111111111011111111111111111 URINE... NIA L 15 10 1 5 • RRRI I■•,` ®I'' ■ 0 , • ( i• 4 i• •1 OPEN TO ABOV i• •1 2 UUURSRRI 1 �il■ ■ (i) 0 —+. • -- 1 _ I -�- —•, —1— --L 1 ,• .� _ Q ILI w < r ________J - _--1. _ .,. o J Ctj C� �Li) iii—i ii.. , t• •, 14 11 4 1 IlMil .' : .• . �` 1 ''�' -OPEN ,£ t• .1 1• •, i• •1 : : Ct (Y CI F; ,.: r: . ABOVE W W Z Z ° ,!,: —1– -.4-- W Hi co Z ,.:. ,. ____<-).I. ..,_ --0--- +— —.1— C (Irl-il— —4.— , k --b.---.7) 0 0 1 SERVICE AREA i• .1 j. • : ;• :. ;. . , w W C.9 ill „ • 4:1 ' 0LLJcx:W -- I. •j 15 12 I 5 2 lydOJ tEt�l' .'�M Ni; , •' i; ,r ` LLI .tom l: fi•• •.1-�t:er ,. . ,,.:.- . . . ' . '-•5• fY Ct I. •t t• •1 i• •t i• •j >�. :1'0.. .4'' ~. : . : : . . ..•• 5'CtR:AE OPEN TO ABOVE ;. :`.l 102A1.,..tt4.-xy.',:l•-. ,,..rfkr.i-cr.r. •:. - :- c.:•, •. •'-••.• ,:s..,-••-• :,..•••:-'-,-•••:-"...... '• . *-:%.•::'..:.•:s...-•%,*•....:'•••• I • ''' E Lu (.3 0 I i. .j TYP. WALLWt4Y ;; `, • r G ■ C.) , , WASH ROOM .. .. ... " ':r %.. ti.: r. • ' ;� re V) < < in L9 t 101D ,.4 ,4'.:,.: r ;:• ':1'; • in Ian 1... , ,. 0 ___.4._ •1— -J TYPO .. 0 - ,i 0 0 0 111 0 0 .. ,. • ..:• :...: :— . ... • , • .•. . .. ,•.......••-.:• ,.• ..; . .:„..... : M ti9 0 QD C� ....., •:‘—-•f"........,:•••-•:.... :.:•,.•.: .. :...,:.:,.: ,., .z .. 1;G lL.s:l 1r::�. m . OPEN TO ABOVE 1 "•�. ;•.: . •'h.: ,•: -' : : :: - : .•0 . BIKE PARKING : :::.:.; :. I I OGG1 Et.,EGfiRaGtL.,( .. . : / ... . .TOILET TOILET "�. .�'.$ - .r. i`'r: �>; .. .. . ' •, . . r , . • �' a' -'•E 5010++ _:: •s.:;.** ;.' ill „ , ,,,,.: '` ...4 r r' ::0-,..- • 1s-o1 . Ia-ol • :. :.:...........1::: . . . .. : . •: t ��... 4110 NEW REFLECTED CEILING PLAN • SCALE:1/S" =1'-O" ,.., Y -. i r • figure 5a 4.. figure 2 Lateral Force Bracing(figures 2 and 3) For essential facilities,hanger wire connections must be capable of carrying g FIELD:TECHNICAL INFORMATION . ' ' Lateral force Bracing 200 pounds and bracing(splay)wires shall be capable of carrying 440 pounds, °w"",, ! Application reco mendations:for:wo .at -:finial/orreeili ' , ;: .;�:. .> : r�::.:._�.:...:: rka.the .. ,. n ` ..1, .V, '<? >:::f Ceilings constructed of lath and plaster or gypsum board,screw or nail at- , ?.: �..M..::. shot-in in anchors in concrete are not rmitted for bracin wires. source Depart KEYNOTES ` tached to suspended members that support a ceiling on one level extending x Pe PP 9 9 meat a:State Architects(DSA1tP M-3 from wall to wall shall be exempt from the lateral force bracing requirements. EXISTING CEILING TO BE REFINISHED w/GYP. BOARD 401 Suspension Systems for 45°a less as°or less Bracing wires shall be attached to the grid and to the structure in such aman- 1 ..„,,,\45° '� Source CISCA zones 3-4 ■ ■ , ner that they can support a design load of not less than 200 pounds or the r 6/05 Lateral force bracing is the use of vertical struts(compression posts)and actual design load with a safe factor of 2,whichever is greater(figure fib Acoustical Lay-in Ceilings splay wit figure g g g 6b). -- .' �_ , t 2 gage P Y es(see gu a 2). Source CiSCA zany 3-4 © NEW DROP CEILING EXTENSIONS TO MATCH EXISTING CEILING Z " '' splayed • Lateral force bracin is required for ceilings over 1 000 square feet and not 45 or less ��45°artess wires bracing � g q • Powder driven fasteners must be approved for the appropriate loading. - feet pro re surrounded Source 7 0�section .s.l. . �" " NEW GYP. BOARD CEILING required for ceilings less than 1 000 square provided they a d s ASCE - s 65 r��� four s ac _:: by fou ail and braced to structure.source ASCE 7 02 section 9.6.2.9.2 L em c THIS DOCUMENT'HAS BEEN • • Terminal ends of each main beam and cross tee must be supported within 8 O • --cross tee Main beam Lateral Force Bracing shall be 12 feet on center(maximum)and begin no inches of each wall with a perimeter wire(see figure 4&5 b).Source COSCA zones 3-4 l I . APPROVED BY THE BUILDING , farther than 6 feet from walls.Source C/SCA Seismic zones 3-4 figure 5b•Countersloping 1---- I 1 DEPARTMENT NEW CEILING MOUNTED RADIANT HEATERS Z_ i • Splay wires are to be four 12 gage wires attached to the main beam.Wires Electrical fixtures " Q ! ! are arrayed 90°from each other and at an angle not exceeding 45°from the / 7•• �\ i I I plane of the ceiling..Source C/SCA Seismic zones 3-4 ci a? I 1 ._::„.:::::„,,,,:Ei.•,:i:::::!,:l.,:. _.: p g • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger y �, ! ..,,,, • Splay wires are to be within 2 inches of the connection of the vertical strut to wire connected from the fixture to the structure above.This wire may be slack. / a,4. / s^. 4 2 ) EXISTING LIGHT FIXTURE ABOVE i �',, suspended ceiling.Source CISCA Seismic zones 3-4 Source CISCA Seismic zones 3-4 ,. t 1 &, :,,.,,..--'1- �/ to 3 figure than ( shall ry weighing more 10 pounds and less t a 56 s.shat have 9' Q Light fixtures wei h n mo e than 0 u ds o d e s 5 b 1 it Po R d •bracin 9 9 ._-'�'" may be used in lieu of splay la wires.Source ASCE „.c.�.s.2. 9 '"-.!, _, - --� Rigid bracing Y P Y REPAIR EXISTING DROP CEILING A5 NEEDED ..r eco ended Le t f z O ' um R mm n hs ar M Maximum corners h 6 ht fixt r th n ft to e wires attached at opposing car e s o a u e o two 12 es a ac ed s 9 a pPo light �� � i ' , ! " •• Ceilings with plenums less than 12 inches to structure are not required to gage g �..-+11�i.. ►. -�"/ Vertical Struts structure above.These wires may be slack.Source CISCA Seismic zcxnas 3-4. — ( i ! .,. `-- ,,,,,,�/" •.�► ��a� have lateral force bracing.Source Portland Building Department y (n { , ' '" i-•: g weighing PPo Y Y :::::l:::::::M::::::: :HESE LIGHT TO MATCH ING• al s n t spe ms and .ET IT ure fi e 6a'hMup#0 6'0" me verti or a compres- AMAGED, STAINED, OR OTHERWISE 1 I I ::.. _ .:.al . . ' sion pos t(see fig ure 3). - for official use only '°� a u 8' suspension system for direct support.Source CISCA Seismic zones 3-4 t_ IN NOT LIKE NEW CONDITION w/ RELOCATED TILES - PER DEMOLITION Y / EMT conduit up to 8 6 hot fn anchor in • Tandem fixtures may utilize common wires. '' REFLECTED GEILING PLAN k Shot-in I I 1" EMT conduit up to 1 QA Q" all Moldings ings(figure 4) • ::::::0t5te 4.mauc. This document rovides the various. Mechanical Services pp : moldings{P angles) q P 1 METAL STUD Wail moldin s erimeter closure an les are required to have a horizontal ryjGeg - ide,unless alternate methods are approved prior to instal- .� -� - standards for:the installation of sus- 15/s"metal gage) up to 6'2" weighing 20 lbs but not more than 56 lbs must have two 3 turns Y -" flange 2 inches w lstu t stud ae u . : General Recommendations a ' ,v 0 z lotion by the local building department and the designer of record.One end Terminals or services weigh'n 2 • ensio. the ceiling system hangers or the structure p n systems for acoustical:lay-fin !;: .. . , - . . • 2'/a"metal stud{25 gage} up to 10'6" of the ceiling grid shall be attached to the wall molding,the other end shall 12 gage wires connecting them to e c g sys e g Referenced sources per hierarchy:2003 IBC(International Building Code), above.These wires may be slack.Source MCA Seismic zones 3-4 Vertical hanger wire Z ■6 _. . ; ; :.. ... . . .. ::.:-_- .. : P Y 9 } have a 3/a inch clearance from the wall and free to slide.source ASCE 7-02 section Y � 111116 ceilin s.'Inco.��oration of this document American Society of Testing Materials(ASTM C 635, 636), Source Portland Building Department Terminals or services weighing more than 56 lbs.must be independently Z g Ip ety g ASTM C 636} 9.6.2.9.2.2 item b g 9 figure 6b - z American Society of Civil Engineers(ASCE 7-02}and Ceilings and Interior • The grid shall be attached at two adjacent walls(pop rivets or approved supported directly from the structure above.These wires must be taut. g � ! r ni :' ` tandard for:`'; 9 I will rovideamoeu forms adjacent {P P PP P. Systems Construction cl i er than 11 0 will require 3-4 = " © Source C/ Seismic zones Source C/SCA Seismic zones Splayed seismic bracing wire attachment v Stem Association y at n Note:Plenum areas greater u' met SCA 3-4 1 installation and.inspection.`This document . • Partitions that are tied to the ceiling and all partitions greater than 6 feet in engineering calculations. t 'j - • There shall be a minimum 3!a inch clearance from the end of the grid system 5116'driA in expansion anchor r. V C Z height shall be laterally braced to the structure. Bracing shall be indepen- Seismic Separation Joints (figure ;,,, PLAN SH W CONDITION w at un-attached walls.source ASCE 7-t)2 section 9.6.2.6.22 item i� m;nimum t LA D S NEW GOD ION TO THE BEST KNOWLEDGE OF Z 0 Is designed.to.accomplis l tf'le intent of -:: -- dent of the ceiling splay bracing system. source roc section 1621,1.2 as feet,a seismic separation joint or full Structural concrete GT; R Z g P Y 9 Y For ceiling areas exceeding 2500 square I I � THE ARGHITE EFER TO ELEGTRIGAL � MECHANICAL �, Q � � the international,Building°:Code.(IBC)with.:,:: For further information on bracing of non-load bearing partitions refer to height wall partition that breaks the ceiling shall be provided unless analyses are Steel strap 1•wide x 2'long x DESIGN-BUILD DRAWINGS FOR MORE INFORMATION. ! . NWCB technical document#201. Spreader Bars (figure 4) i2 gage mfnfmum regard to.the requirements€or seismic performed of the ceilings bracing system,closure angles and penetrations to pro- 3 turn �/ ~ i Q ' l el .: .:. .:._ ;'. • main beams to Source 7 02 item 9.6.2.6.2.2a • Spreader(spacer)bars other depart- Vide sufficient clearance.Source ASCE 7-02 item 9.6.2.6.2,2 d s .� � ! I . ';: .. d seismic bracing wire RADIANT REFER TOE EGTRIGAL $ MEOGHANIGAL DESIGN-BUII..DES All b S are t be Heavy Duty(HD).S ASCE - " p { p ) s or ter means approved by local building depart � � design-category D for suspended.ceilings.; figure 4 ment shall be used to prevent the ends of the main beams at perimeter walls The layout and location of the seismic separation joint shall be per the designer Splayed g ONLY; • shall be capable of carrying the design load without exceed- P Y P J 9 . All cross tees g PR.AININGS FOR MORE INFORMATION. —I 7 I ,. i l su orted b ing deflection equal to 1/360 of its span.Source MCA 3-4 Wall Molding Requirements from spreading open during a seismic event.Perimeter wires shall not be in of record and noted on the plans.If a seismic separation joint is required by the t and re ated terns.Un ess RP. .. .: y of b ., t• lieu o spreader ars,Source s Seismic zones 3-4 ner,the designer may use the generic joint detailed in this document or a pro- • These recommendations are intended u spies s MCA s 3- destg ILI . engineerin or a roved by local build- - • Wire n is an acc table alternative to spreader r prietary joint.The amount of free movement(gap design)shall be per the designer figure 7 l.L I ? , o u t l 9 PP for suspended ceilings including grid, ,,.� tyi tying eP p eader bars• g maximum 8•tzoz mm) of record. `� panel or tile,light fixtures and air terminals wA!<� -- Im - ing department;the sus er?sion.s stem P i g a g e s per square Spreader bars are not required if a 90 degree intersecting cross or main is t- P .,:.::::...., .Y.:. i q eg 9 weighing n more the 4 lb s. within 8 inches of the perimeter wall. i 1 � 1 Z shall be installed per the requirements for •---i-----.� foot.Source ASCE 7-02 item 9.6.2.6,1 Special Inspections ., `/�. (� In IL _ 1 fl a Spreader bar or ,1 ' t t7• ILI ; 1< 1 other suitable maximum 3• i' • All wire ties are to be three tight turns ''♦ u`a. a* system required to Special inspections may be required by the jurisdiction or municipality Contact the Z 0 1 Seismic Design Category(SDC}d.°E.= l�smm) �,; keep petvni;er Hanger(Suspension) Wires(figures 5a and 5b) l O • L._ $ , around itself within three inches.Twelve .� eampanems from 9 P f 9 local building department.■minxnum spreading apart •and F per the IBC.•Manufacturers gage Hanger wire spaced 4 foot on center munmtrm at unattachedwep. •• Hanger and perimeter wires must be plumb within 1 in 6 unless(figure 5a (figure 1).Source ASTP,/C636 item 2.3,4 - Q.a Sprinklers � SHEET NO. ' recommendations should be'followed .` counter sloping wires are provided(figure 5b).SourceASTM C 636 section 2.1,4 ,_�---- �.. n. . • Changes in ceiling planes will require • . f 1 9 9 p q Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch >r--- i in a..---- -~ os true bracing. g spaced 5 feet on center.source AVM C 636 oversize ring,sleeve or adapter through the ceiling tile to allow free movement of at __ Source ASCE 7-02 Section 9.6.2,6.2.2.item f An connection A . ,. • y co ect on device at the supporting construction shall be capable of car- least 1 inch in all horizontal directions.Flexible head design that can accommodate i Pp g P 1 inch free movement shall be permitted as an alternate.Source ASCE 7-02 9.6,2.6.2.2.lten e flange AS • 1 tying not less than i QQ pounds.Source CISCA zones 4 L Design opt 7--- SUSPENDED CEILING PETALS 1 SCALE:NOT TO SCALE I 1 -,CT • 71-LMTEYTFAEL A (PARTITION WALL) 5._8.. %" GYP. BOARD Qu ..••• „L .....) .,., _ STUDS 1 b" O.G. MAX. ; } • %H GYP. BOARD s V4INOkM/STOREFRONT SCHEDULE - w DETAILS t - 2x4 NOM. STUD c3/4., JAMB 2 NOM. STUD k WINDOW ROUGH ROOM V' m -* 'el �- NUMBER OPENING # HEAD JAMB I JAMB 1 SILL GLAZING OPERATION MAT i FIN HEAD WALL TYPE REMARKS �' A 4'-0" x 41-O" 108 111 6 S S I 10 SINGLE PANE FIXED ALUM. TBD A.2 / 1____ _____ 12'-O" x g'-0" 100 6 8--110 / 12 TEMPERED =1XED w/ D001� ALUM. ; ,TBD ! ' ____ EXISTING STOREFRONT SYSTEM TO FIT WITHIN EXISTING OPENING. ,j, 4'-o.. 121-0" x g-O 100 6 j 5 8 10 / 12 TEMPERED FIXED ALUM. I TBD , _ EXISTING _STOREFRONT SYSTEM TO FIT WITHIN EXISTING OPENING. _ •J m a � � t N A DF WALL TYPE B (PARTITION WALL) (9 z g <> ��WINDOW TYPES I • 5/8" GYP. BOARD Z to 1 SCA • y4 GYP. BOARD r� �Z O u. • 4" (NOM.) METAL STUDS ® 16" O.G. MAX. V o0 N 00 �'�.1 • R-19 BATT INSULATION N o • Y4" GYP. BOARD W 1 :11 • 54" GYP. BOARD a w N GA FILE NO. WP 3015 SIC (55-5g) n 51_0" 51_0" 54_0, 5'-0" \ \ \ I \ \ \ \ --- _i \ ./N, \. \ \ \ \ \ _. 0 Q ;:1- - Q _ HALL TYPE C( FURRING WALL) ff \ , • /$ GYP. BOARD • 4" (NOM.) METAL STUDS 0 16" O.G. MAX. iTO BUTT'-UP EXISTING SEL COLUMN —. • EXISTING CORRUGATED METAL SIDING ill 12x" 12'-O" --- - 1 K O A 0 STOREFRONT ELEVATION STOREFRONT WINDOW ELEVATION SCALE:1/4" = 1'-0" SCALE:1/4" = 1'-0" 1 V 170sOR , WA LL TYPED (PARTITION WALL) • /a' GYP. BOARD . • 4" (NOM.) METAL STUDS 0 16" O.G. MAX. DOOR POOR SIZE DOOR FRAME f • /a" GYP. GREEN BOARD 2" SEE 2., y„ SEE 2"" NUMBER WIDTH HEIGHT THKNS MATERIALI FINISH I TYPE I COLOR MATERIALI FINSIH 1 COLOR RATING GLASS REMARKS • FRP BOARD N SCHED. - SCHED. 1O2A 3'-O" 7'-0" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER LOCK 5ET w/ DEADBOLT fi 1025 b'-O" 7'-0" i 3/4" H. MTL. PAINTED A T8D H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER SET GA FILE NO. WP 3514 SIC (35-39) (1)102C 3'-O" '7'-O" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER LOCK SET / U) w L G SE w DEADBOLT > 103 3'-O" 7'-O" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER SET W u7 107A 3'-O" 7'-O" 1 3/4" H. MTL. PANTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER LOCK SET NJ I,f 0 rn •= 1078 3'-O" ?'-0" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER LOCK SET WATERPROOF SEALANT W LL H ('� iii \ ..s CONCRETE CONNECTION ON WET SIDE et N w 1 OgA 6-O 7-0 1 3/4 S. MTL. PAINTED B TED H. MTL. PAINTED TBD 60 NA ADA COMPLIANT LEVER SET • CONCRETE CURB 0 BASE- >1111 ts) N IO0B 6'-0" 7'-0" 1 3/4" 5. MTL. PAINTED B TBD H. MTL. PAINTED TBD _ 60 NA ADA COMPLIANT LEVER SET O. Imo► d 110 _ 3'-0" 7'-0" 1 3/4" H. MTL. PAINTED A TBD , H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER 5ET d U�, , N s \ , , r: CZ 01 11 I A 51-0" 7-0 1 3/4 H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER SET •d W I.0 1115 3'-O" 7'-O" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER SET F.. co ..... NPE A PE B 114 3'-0" 7-O" 1 3/4" H. MTL. PAINTED A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER SET I Z Z 0 DOOR TYPES I 3'-0" 7'-O" 1 3/4" H. MTL. PANTED TED I A TBD H. MTL. PAINTED TBD NA NA ADA COMPLIANT LEVER LOCK 5ET WALL TYPES 1'1•j W 0 SCALE:1/4" = 1'--C' SCALE:NOT TO SCALE 1 1-I U 0 Ce IX . x u j 0 0 = - rii- Z • i'Y rt .< V) Q 4c —.1 1-n (.9 w0o INTERIOR IIIIIIII in CD GLAZING METAL GLAZING STOP DOOR PER SCHEDULE HEADER PER HEADER PER ON SECURE SIDE OF STRUCTURAL STRUCTURAL WINDOW METAL HM '�'�r"'� FRAME 1 i i METAL KNOCK 2 2 , DOWN FRAME SEE PARTITION METAL HM METAL HM 5EE PARTITION TYPES FOR WALLS FRAME ��L_ _ FRAME TYPES FOR WALLS T - \\...i.t. _ I I 1 1I N _ -, - _,� METAL GLAZING STOP -....M _ s I I ON SECURE SIDE OF I I -I WINDOW DOOR PER p"- V. SCHEDULE .4: } INTERIOR ---��----- =� 1111 LIMS•11111111, GLAZING �- 1I 7 1154" VARIES 1154" j, 2" i, 1 2" 1 1154" VARIES 1154 / / i INTERIOR WINDOW HEADER � INTERIOR DOOR HEADER INTERIOR WINDOW JAMB INTERIOR POOR h I z SGALE:3" = 1'-O" t SCALE:3" = 1'-o SCALE:5" = i'-O q 1 L Doo JAMB z { SCALE:3" = 1`-O" ! ; I O i 1 1 I i { z A ; EXTERIOR INTERIOR I I 04 1'54" VARIES 1154" BACKING FOR COILING GRILLE S / / / / HOOP ATTACHMENT r\ ASSEMBLY j I INTERIOR \ \ ALUM. STOREFRONT 0 POOR W!TEMPERED -/� p to I GLAZING ` 1 GLAZING � �, %' GYP BD - I p li V <- 1 , 1 \/\ 0 t ► i i y4" HIGH ALUM `METAL THRESHOLD (TYP.) F--- k GLAZING STOP I SET IN FULL ' j f �' I c , z I BED OF MASTIC I, COUNTER OPG. I j I ,' ` -,� - I i I{ 1 , I REFER TO INTER. I - DOOR PER I ! ELEVATIONS r I ' ! Q METAL HM -..,�� iv I -_—, V FRAME SCHEDULE w ; z 2_,.. L i — FLOOR PER , I Z i i� y2' FINISH i v FLOOR PER SCHEDULE I CLEARANCE To ALLOW p , 'SEE PARTITION y�' MAX AT CEILING FRAMING j O TYPES FOR WALLS FINISH PEDESTRIAN DOORS `�, /� r �� �, _ iliti�i�num�Enw«mnanliu��unnuu�tr�i� ��i> SCHEDULE // CONC. SLAB i j >' j} I z LU TRANSITION OF FINISH , " 1 ;'"1--_ ACOUSTIC TILE tS3 _I m I Z o _..' CENTERED UNDER AGOUSCEILING 1 -I f\ I 0 CONC. SLAB ,j 1 /{T \\ CEILING 1� �, DOOR 1 Q z V CONTINUOUS SLOT A } w r ALU1--- iA ` ; % z Q FOR COILING GRILLE I u-: 0 PER MANF. REG2UIRMENTS �/ V. v ii 1 1En a w � p , ,� 1 w0 1— i to „I- , WINDOW SILL 0 INTERIOR DOOR THESHOLD INTERIOR POOR THESHOLD (1-5)HEAD @ OVERHEAD SECURITY GRILLE kn M ( tSl 1Q 0 1° 0 SCALE:3" = 1'-0" SCALE:3" = 1'-0" SCALE:5" = 1'-0" SCALE:i 1/2" = i'-O � I I SHEET NO. Acl .0 1 . . , . . „eckuCT uii,1. S' 5)PRO 4\-*C'L ,91 G I 1'1 4' 'ff) 220*--2" .I ,„ 44S0 c,-%k it / ce 1 753 Aiir 0 0 0 4 0 6 • a 1 o • cm c' "P 4 Y 16 ...Vcb 447 201-0" 20'-0" 20'-0" 20.-0" 20'-0" 20'-0" 20'-0" 20'-0" 201-0" 40'-2" / / / BititrOt* MPSIQN QoRy 0 1-4,1644.. I kJ Ell-NED I EXPIRES 06-30-207E7 r -II -1 ,4) Q. Li ,0 to i 0 4 0, cz 0 I I 1 55.0 I I I 52.0 I 1 C.? I I I ce - 55.0 o _ _ L.j 1 717) I k t.._ F-1_ i. " a000moom000momomoowoom \ 0 _ i, r- - - - - - - -- - --1 1•••4 . , I 3'-0"x 1 e DEEP FT' '. NM . V) litiic LU ce ' (1) Lu rli G4 IV/ (3)-#5 LON6IT. T413 .0. 1 VI I <> • ! #4 @ 12" TRANSV. T$B ---, 4> I i 55.0 a\ - - , 1 , I 0 _.., 1 i , 55.0..rylz'1 I ..... 16 I L L _ ____ _ _ _J * 55..0 i , '-..- --i • 1-1 - S :9/ . I 7 . 2'-3"x 5'-2'x 1.-6" DEEP SLAB BLOCKOUT FOR S'-2" ip.--v. DYNO PIT I (NI :.( aim 1 S , . - - - ir ... 1 55.0 SEE '7/55.1 FOR TYP. it) - In I ,,te,.j I REINF. AT DYNO 1.11. $ .1 I I 1 BLOCKOUT. 6"THICKENED 1 AS 55.0 I t 1 55.0 SLAB 0 DYNO LOCATION I --SEE NV FLOORING SCHEDULE ---\1/4 . SEE BUILDING SECTION ON THIS si-IFEr FOR ._I --s 16 55.0 I DIVIDER MALL --i 01 I 4'-0" 61-2" --: 55.0 1 Exisr6 CONC. ___// A SLAB TO REMAIN ,./4 I.J.-) I...I.-) - 1 I a I i 55.0 TYP _ ''' ' - - ---1-i- - . , - ,.. - - -I -I- - - -i- I 0 - s -6 ,.._, I I I o (in _ (i) C) 1 E 16 55.0 I _I ILI ui < SLAB TO REMAIN I j 1 w N INDICATES 4" CONC. 5.0 G. VV I #4 0 15" 0.C., TYP. 7 til) Ce CI siNIMIIIIIIIIIIIIIIIIIIIIIIIIII 0 41111 * A / / teill11-1 , z _ , z 0 INDICATES 4" TYP• 5.0.6 CONTROL miummult1 0 z 1..... UJ uj (9 CONC. S.O.G. IN/ JOINT 0 10'-0"O.C. TYP. --491' irmil 11,j 1*4 0 le o.c., t? 1-11 TYP. mil 2 3 1 b 0 f,'• 55.0 55.0 7 IA 55.0 _ 77 . ..... _ .' '• poi CL. 0 ha Z • Ce , (f) 12 SEE NEW FLOORING 1 i , 1 55.40:/ SCHEDULE -\ lig mu"' lan (ID 1 . I 2 INN sm. 7 "pi% Lin II-4 (196k01-- , , , 1 s5.0 I I I I / 111•11 co 0 IIEN r-il ell I. - 'F I ._.§............................N ......... MINI 1•1111111111111111111111111111111111•11111111111111111111111111111111111111•11111111111111111111111111 . A 4 - \ A \ I 1 I I I aim I I N 4110 FOUNDATION PLAN (j) SCALE:1/4" 0 0 4 0 0 q 20'-0" / 20'-O" 20'-0" 20'-O" I I I I I S KEYNOTES LEGEND r -.1 -1 0 TOPS OF FOOTINGS SHOULD BE FLUSH 4ITH SLAB .0. INDICATES SHEAR WALL TYPE INDICATES 3/4"PLYIN001, LAIO - SEE STRUCTURAL DRAWINGS 55.0 F'ERF'ENDICULAR TO JOISTS kAV #10 FLATHEAD S.D.-S.T. SCREWS 0 6" O.G. AT I SUF'PORTE.1, PANEL EDGES 4 I I I I I 0 12" O.G. AT IMPIAT S Z SUPPORTS. 411 It ....... -... • .--..-- a I ...... z -.5--. All 0 -- _........ i* AI .K51&a, I P.- NIIIIIIIIONINAO...trrimi PM __.__, /,,4,') z - X -,), INDICATES 3/4"PLYINOOD LAID 1 _ ;I, R PERPENDICULAR TO JOISTS 1 0 • I -- Q.:- IN/ #10 FLATHEAD 5.D.-5.T. - 0 •• - 0 e• „I i 1 2 III SCREINS 0 6" O.G. AT \a, (6"..."...*....." all1111111111 •-- ....- ...... tV ; SUPPORTED PANEL Er:)GES $ 1 1 . 55. t 12' O.G. AT INTERMEDIATE I o - °Tr li) co Z () SUPPORTS. 0 0) .,..- -- I 55.0 fi 0 i T Y I I > Lu () II dk T.O. RIDGE I it < 'I '`V 241s-b" 0011111111111,1111111111ft - .1 I I IP 14 , 11111111111110•0110 NM•■•••■••1111.1■11.OM 01111, A ii ..__............._...WM I Al 0 VO r*IZIP ril la I I I a II 1 : I i 1 I 55*0 oryFt im.„1,ir* 4ay,,...... ....._al,OM MNIIIMIIIIIIIMM=Ma 11 WWI N 11 11=iiii%1111111111111111 % i N 44Ik* 1,17 to A•IIMMIIIIIIIIIM WM OM MON11■11111110 OM I ir 41111111111.1 % i N, 1111111111111 11 111111111.111 i ■ 1111111011' N 411111111114mimmt @ x _a_OM MNA MB MVO II A,T.O. EAVE 011.11111111 \ / \ ■ I s LO -- diroS101111111 % I 11111111111mmiamo o . 111•1■11110 OM OW OM OW 0 V 20'-0" t 1 00° I i AL A ...................,, ...- ........., 140/ X %I o. kOF i . I I • I, I I If .100" o II (-) - , II STORAGE I I Zi.„ z ....7.6 • U All% DIVIDER WALL ON TO OPEN TO WALL BEYOND 11.. ti) I 55.0 "TYP INALL BEYOND i- Ili Z n c- § tu 0 B.O. DIVIDER 'MALL tS) L- 6 0 , 1 1 k.) vt-14:1'-6" OFFICE 1 I DYNO :5,, ...,, ::.. :::: .., ,.; :: I 0.- Z I (i - = V Ea , , ,e • , \ a_ 2. , u..1 z x c'e , , , , 1 I I ,, ,, .., - , ,,..ii 11 , \\ , „„ / t 1- 0 " , IF Os-OH , LL En 0 .1. .....0 *. . .... 5 .... .... I A,T.O. FINISHED FLOOR __ .. ..; _, / .... \ ,/ ::.: ::., \ \ / 7 J ...,....,.. ■■. v _*_ ,•■•■■+ , , , 0 .< ti.. LL ri, 1.4 17-z r‘ co i. - i (1) ..... .... _ 13 tu 1...., NJ I I I I I I 0 0 .114 111) IL ' tfl ILI SD TAL SHEET NO. 0 ROOF FRAMING PLAN @ LUNCH ROOM GI ROOF FRAMING PLAN @ SERVICE MANAGERS OFFICE ROOF FRAMING PLAN @ SERVICE MANAGERS OFFICE 4 , , SCALE:1/4" = I•-0 SCALE: /4" = 1.-0" SCALE:1/4" = 1.-0" 52 .0 i , , i" ° : I . . . , . 1 ..07,ucT oPRop ' ' 4Z9,0 c GIN ) . , 4, -7 41 i> •e? EDGE TO 1/5" , 4 FILL TO r 1-#4X6'-0" DHINNA;ONISNOAL<T t . 11,753 MATCH CONTROL JOINTS. At SEE CONTROL JOINT DETAIL SLAE3 OPNG. OR Illr 'OREGON EA. CORNER OF OPN65. r‘, CLEAN GRANULAR 10-MIL VAPOR BARRIER, MATEFR.IAL SELOIN SLAB SLAB REINF. DEPRESSION q 4b 7" 1/8" TO 1/4" SAYN CUT SLAB RE1NF. 11Z,E7027,1F5B0501°TP "P Y 16 Ncb 4, r CONC. S.O.G., SEE PLAN OR. PRE MOLDED -,- STRIP INIDTH .st. N pi_ f- --1:-.1 SEE PLAN , I i A Ea. P 1 ECZ. 14. 1 ■ LAF SPLICE LENGTHS ONGHESgi,2) SEE 6/55.0 FOR EDGE OF L5x3x34 1^1/12" cPx5" H.S. 0 24' O.G. TYP ALL 1: DIRECTIONS, U.O.N. QORy frt,o, EXPIRES 06-30-2008 SEE F'LAN S.O.G. SIPES. MITER CORNERS. * -- GRAPE 60 REINFORCING EARS, NORMAL WEIGHT ONCRETE SEE (?1 4 I / • I 414 • , 6 i - ARCH ± STANDARD .._,L__ i z 4 - ill 1 Z •WM \ • • t . A 0.6 I • < • • • A t •"I < • • Q <-> E3AR SIZE #5 #4 #5 #6 tr7 #E5 #9 #10 #11 .4 HOOKS Li 4,0 ko NI ° • X.. tuoln_ > a A ILI 6)1 ■ T.O.SLAB q11 I a, .6 \ 1 11- 4 D X I < TOP E3AR(5) 21 28- 55 46 62 E32 104 152 162 .6 ..3.71 ,4„.............. <2, ,I. ‹ fc. • %3 a ,z1 0 ‘ lim • IIP TiPwirrirriVrirrIP•irriargriP4 - 4 - ' - - ' /".. •////,//-\// ////v/,,y/ 3000P51 4 C e •.,.4 48 ;7, •-■0 --.-,_-)Olt.Or,10t liglIVU"PO 1141111.P 4111 OlgUllIPOI"IP 411C- 411! N \ ,/,.\\\ \ AN/\\ \\ i /'\\ \ \A\ A\ OTHER BAR 1 b 21 21 35 48 65 50 101 124 4 a EDGE OF SLAB----\ cc .. &../C441b Ai& 417.4bilabilaiiiak••41b■Misoatiodaillodlb4 - (.1 loiv....twasiwaiiiviroaiwr....ivr,...i.r. vr.astyne.WASiVirab wasivrift wr... 5" Tor BAR(3) 20 24 30 40 54 '71 90 1 14 140 > a, * a › / / 5'-0" TYP /-- ° il 1 Iil iii, // \ III III III III II III III- Fe. Zia; .6 4 1 1 1 / /\ SEE TYP. S.0.6. DETAIL 4000PSI g 1.1.: ... TYP Z -I • _ 1.---- OTHER f3AR 1 6 19 23 30 41 55 69 5,5 108 ...i- / \//mAx3" SEE TYP. S.O.G. DETAIL AT CONTRACTORS FOR SUBGRADE #..e. co , I I I 111-111 . I 1 1 I ' FOR SUE3GRADE OPTION, STOP SLAE3 PREF'ARATION .- - VD < \ (i) 122 al 0 - - TOP SAFZ(3) 20 22 2'7 35 48 65 50 102 125 CLEAN CRUSHED PREF'ARATION REINF. EA. SIDE OF 5/4"x2'-0"SMOOTH fc'. .- 4: •- 111 at ' ROCK CONTROL JOINT. DOINEL 0 12" O.G. 5000 PSI OTHER BAR 1 6 1"7 21 21 31 49 62 19 96 •., zdti, .fii-, 11:- 'ate* Z411::. ...* \ V 0 i..i a uat ^ SEE NOTE 1 15ELOIN ... NOTES: NOTES: \ '/ 1. SEE GEOTECHNICAL REPORT. 1. lAti-tEN usEr", MAKE SA GUT AS SOON AS SLAB CAN SUPPORT 114E161-IT 1-#4 FOR OPENINGS ---/ -ce \\ ...„ .. < - a* 2. SEE SPECIFICATIONS FOR GRANULAR MATERIAL $ CRUSHED ROCK. OF WORKERS 4 EQUIPMENT WITHOUT DAMAGE TO SLAB FINISH, 4 NOTES: UNDER 2'-O" $ ALL 5. SEE F'LANS FOR LOCATIONS OF COLUMN BLOCKOUTS, CONSTRUCTION CUTS CAN BE MADE INITHOUT DAMAGE TO THE CONCRETE MAKE TR.IAL 1. BREAK BONI, BETWEEN NE AND PREVIOUSLY' POURED SLAE3 ON NOTES: LIFT UNIT 4 CONTAINER. DEPRESSIONS, 2-#4 FOR _*<„2 JOINTS, CONTROL JOINTS AND SLAB DEPRESSIONS. CUTS AS REQUIRED. GRADE BY SPRAYING OR PAINTING EXPOSED SIDE OF KEY INITH 1. LAP SPLICE LENGTHS, HERE PER.MITTED, SHALL BE IN ACCORDANCE BY OTHERS OPENINGS OVER 21-0" . -/ 2. JOINT TO BE THOROUGHLY CLEANED PRIOR TO FILLING. CURING COMPOUND OR FORM OIL. Y'4ITH THIS TABLE UNLESS SPECIFICALLY SHOWN R NOTED OTHER/AII5E. TYP. EA. SIDE. NOT 3. PROVIDE FILLER MATERIAL IN ACCORDANCE WITH THE 2. LONG STRIP CONSTRUCTION METHOD SHALL BE USED FOR. ALL 2. EMBEDMENT LENGTHS OF DOWELS HALL BE EQUAL TO LENGTHS FOR. REGD. IF < P-0" IN BOTH I' SPECIFICATIONS 4 APPLY STRICTLY IN ACCORDANCE lAIITH SLAB ON GRADE, UNLESS OTHERY•115E APPROVED BY RESIDENT "OTHER" BARS. DIR.ECTIONS, U.O.N. PROVIDE EDGE MANUFACTURER'S RECOMMENDATIONS. ENGINEER. 3. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12 4. FILLER MATERIAL SHALL BE APPLIED IALHEN 5LAE3 IS UNDER 3. SUB&RADE SHALL BE FREE OF STANDING 2.0 FOAl TIME OF INCHES OF CONCRETE 15 CAST IN THE MEMBER BELOY4 THE BAR. ANGLE 1^IHERE REQUIRED PERMANENT TEMPERATURE CONTROL, SUCH AS AT THE CONCRETE PLACEMENT. COMPLETION OF THE BUILDING SHELL, WHENEVER POSSIBLE. IF PERMANENT TEMPERATURE CONTROL IS NOT ESTABLISHED, A MINIMUM OF 90 DAYS AFTER THE COMPLETION OF SLAB CONSTRUCTION SHALL ELAPSE PRIOR O APPLYING THE JOINT FILLER. ,..._ 0-TYP"SUB&RADE PREP it SLAB ON GRAPE DETAIL 0 CONTROL JOINTS AT SLAB ON RAE 3 DE CONSTRUCTION JOINTS AT SLAB ON GRAPE (4)REINFORCING LA F' SPLICE TABLE SLAB BLOCKOUT SLAE3 OF'ENING OR DEPRESSION REINFORCING 5GALEd . 1.-0" SCALE:NTS SCALE:NTS SCALE:NTS 5 SCALE:1'= 1.-0" SCALE: 1" = 1.-0' (E) BUILDIG WALL / y--SEE 52.0 FOR EP&E LOC. (N) METAL STUD YYALL, T.O.SLAB :+1 9 1 __ ---21 <,.,_. V MIN. U.O.N. 4 *------7-.' ft 4 9 - a 4i id e Nc- 1*4 @ 15"O.C. EXISTING HOOD \ HALL /\-----/- NE METAL STUD #4 0 15"O.G. ie,, ■. -'- ' SEE FLOOR PLAN CONTROL JOINT #4 0 18"O.C. <1\---] 1 , , 5.0.G, SEE PLAN /- 5.0.G, SEE PLAN S.0.6, SEE PLAN 5.0.6, SEE PLAN (111) 0 al I V) #4 0 12"O.G. 1 \\ <2 0 "Ss . , SEE 52.0 FOR LOC. OF BAR MIN. \/7...).\,". - .>‹,1 . / / add LU Sk THNKeter, SLAB, #4 0 8"0.7. 4 A 4 j......r. 4 4 \ < .1 1111.1 (f) 0 ( ) * ,4 4 • . 4 41 ----> ;4- A• ' 1- • / .4 • tt V • 46 • a "----> 4. 440 <, • ,z ' PIPE SLEEVE, --<,.. \<, . , 4 4 ,e 4 4 - - 4 S.O.G. SEE PLANS Y2" ISOLATION JOINT \ ...... 4'1:, / : - 4 4 \ 1,-- NI 4'1 4 SEE NOTE 3. / • 4) 4) • . • I I ti) Ce N1 I 1:.0.51.-AB --\■ \ \ \ \ \ 4\ 4 • 4 fa 4 </ 2 4 :-' . . 4 ZO / 4 2 4 ‘ \ < v e_ 4 . • : - 14-#? .. EXISTING STEM • • AO 46 4.,a I t 2) C) Ce Crt < : LL \ < d • > I / < • /. N 1 ., . .:, 4 \ LAP ... U.1 LU 1 1 7 // >//\\//\v 12" < 'cl' 5. 42" ■ 10" 10'N __„, 10" ,, /4\ THICKEN SLAB CENTERED Appl. (2)-#4 THICKEN SLAB CENTERED ADI,'L (2)-#4 ,r THICKEN SLAB CENTERED APD'L (3)-#5 F. co Z 2 CONT. UNDER NEIN PARTITION CONT. UNDER. NE IN PARTITION CONT, UNDER NEIN PARTITION LONGT. 0 T $ 5 ,d, ..,5.. 5,1 HALL HALL WALL 31-0" 0 Z Z 0 ADM- #4 0 12" I_ UJ uj (.9 ISOLATION JOINT TRANSV. rim I THICKEN SLAB CENTERED DIAGONAL UNDER NEIN PARTITION LU LU LAU NOTES: CORNER REINF. HALL toiNC 1. THIS DETAIL APPLIES TO ALL DEPRESSIONS AND TRENCHES IN SLAB ON GRADE OR SLAB ON SAND FILL. 2. PROVIDE 1-#5 DIAGONAL, 5'-O" LONG AT ALL INSIDE CORNERS OF DEPRESSION. Lu (.9 1/4.,./ 3. PIPE SLEEVES TO BE 2" LARGER THAN NOMINAL PIPE DIAMETER. MAXIMUM SLEEVE 51,7E=12" . MINIMUM=12" CLEAR SPACING BETWEEN ADJACENT PIPES. SEE MECHANICAL AND ELECTRICAL DRAIAING FOR LOCATIONS. 4.. . . 4. COORDINATE LOCATION, DEPTH, EXTENT, AND EDGE EMBED CONDITIONS OF ALL DEPRESSIONS WITH ARCHITECTURAL DRAININGS. p Lid z - ce - 0 SLAE3 ION GRAPE DEPRESSION THICKENED FOOTING DETAIL THICKENED FOOTING DETAIL 10 THICKENED FOOTING DETAIL THICKENED FOOTING DETAIL et (1) Ce. 1 • ..) SCALE:1" = 1.-0" SCALE:1" = 1.-0" SCALE: 1*-0. SCALE:1" = 1*-a' 61 Lin (19 I,pi CQ LO i. II° 0 t4: 104 co 0 lara ir-1 EXISTING TRUSS--\ - •-- EXISTING 2x6 HOOD STUD INALL ....„....---• 400 14),S. 17)2c-3(3 STUDS -40 ,‘, / '\ \ NEIN METAL STUD 1" y4" 4)xe," SCREINS BENT It )45 x 2 x 4 (4) #10 SCRF-1■45 NS 4 / / - - 0 8" 0.C. y2" ISOLATION ' i HALL #4 0 18"0.C. 1/5 / \ 1" STAGGERED 4" JOINT '. SIDE TO SIDE Ek„ ,. .# 4- ---11 5.0.6., SEE //--- 5.0.G., SEE PLAN !All_ #010c SOT R4 EINSE5 0 16" . . 600T125-30 6005162-50 - . _ 1 1...._______ 400T125-33 STUDS (1YP.) -----"--------6)005162-54 STUDS 1 UNPUNCHED (TYP.) #10 SCREINS 0 12" O.G. (TYP.) NS 4 F rki-\ Ira / ,,,44 17, /r / \ 1 in +---\- + 4- 6005125-33 7- 0 \ ,_ \ E3ENT FE, YE!, x 2 x 4-./ - 1 - : '4+'"V'. ' + _fri_ (4) #10 SCREAS 6005125-33 0 16" 0.C. NEY's1 4x16 WOOD HEADER Iiimay jaw il HEXEADISTERING 4x16 1/1000 ,,,.... ,‘ , _„„„tt..: PLAN:\\'1: 1 ADM- (2)-#4 a- - < - . ir 144 4 # ? 4 4 4 ........j \ 2 1 a THICKEN SLAB CENTERED ZO i 400T125-33 STUDS 4, - • CONT. UNDER NEIN PARTITION (TYP.) IIIIIII INALL (2) 2x6 INoor? TRIMMER #10 SCREWS 12" 1--- STUDS 0 EA. END NOTES: O.G. (TYP.) 1. ATTACH TO METAL STUDS WITH (3) #10 SCREN5. EXISTING TRUSS 2. PROVIDE BLOCKING AS REQUIRED 0 GRID A. EXISTING 2x6 HOOD STUD WALL NOTE: 1) PROVIDE (2) TRIMMER STUDS 4 (1) 17- KING STUD 0 EACH SIDE OF OPENING H i z o TYPICAL NESTED BRACE ETAL @ 1^1ASH BAY •TYPICAL HEADER FRAMING PETAL TYPICAL DIVIDER 'MALL CONNECTION DETAIL 0 -TYPICAL DIVIDER YIALL CONNECTION DETAIL 'TYPICAL kNoor, HEADER DETAIL @ STOREFRONTS 0 T1-11CKENED FOOTING DETAIL 12 1 4 1 6 < SCALE:5" = 1.-0" SCALE: 5" = 1.-0" SCALE: 3" = 1'-0" SCALE: r . 1.-0' SCALE: 1 1/2" =r-cv. SCAL :1" = 1-0' z R 1 2 1 , 1 ts) z ,,, i SHEAR HALL SCHEDULE o 0 iT) ° 121•110111P 0 MARK STRUCTURAL ATTCHMENT SILL PLATE UP LIFT PANEL TO FRAMING AT LONG FLR. ANCHOR ) , , . , 1 <> 14" PLYY■I'D #10 FLATHEAD 5.1".-5.T. HILTI 0.145"4> x DNI SIMPSON S-LTT20 1 C z (5)-#10 SCREWS O DBL. END STUDS 1:1) SCREWS 6" 21 PS FASTENERS AT O.G. EDGES, 12" O.G. FIELD 20" O.C. Y2"4) ANCHOR BOLTS - EMBED. 6" (MIN.) V kT) SIMPSON Y4"4) S.D.-S.T. SCREWS ER 51551,424x:1x MANUFACTURER 1"eo ANCHOR BOLTS - EMBED. 12" (MIN.) , • 0 -- ii 0 -4-) CENTER IN PANEL 0 K to z , o __I z t- :".k"- .• o 2 s) 1- t) - 111 V. 1-- a to NOTES: a_ LU I. ALL PANEL EDGES SHALL SE BLOCKED. K x it. i (0 ii 2. BLOCKING AT STEEL STUD HALLS TO BE I Y2" x .033" SP 171-0 ' 0 'ILI N In , PROVIDE SOLID BLOCKING CUT FROM STUDS T ENDS AND 4'-O" O.C. MAX. ta 1--< 3. PROVIDE DOUBLE STUDS AT ENDS OF ALL SHEAR 11NALLS, i-- 'n iii 1 - 0 z 9 STEEL STUDS SHALL BE BACK-TO-BACK. i) ill 0 TA: A 0 97 0 SHEET NO. •C) ,