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15700 UPPER BOONES FERRY ROAD-2 Y. r .. my INTERSTATE I 04-15-0't INTERSTATE FREEWAY 1 - 5 inro in r` ui 0; N1 4.6 -.J 1P >~ LANTER V 0 ) u M dm 4t y F � a A T � F J '� �'R K '�, •. � , d s ' r Uli ti ( ant s * I i 0 I 8 L, � \ LINE OF SWALE WALK TO NEW CURB GRADE OF PAVEMENT ACCESSIBLE C J_ LINE OF I PARKING l� AND WALK FOR ACCESSIBILIDTY Q NEW CURB 3 I SIGN 3 AND 'WALK I N W MONUMENT 13 O 1 O PLANTER 6 v � YI c c c c c C c c c c c c c c c - ! �J 18 0 8 DEMOLISH EXIST. ri MONUMENT PAVER PATTERN i STAMPED CONCRETE LINE OF ACCESSIBL NEW CURB PARKING PLANTER AND WALK PLANTER PLANTER 128 TOTAL SIGNI 1C C C C C C C p Lu X �- O\ W 0) \ CI[ Y QF TIGARD Z p A . 51 _ w ` ��/\ tlwl�rNlsPotbw.�.�.� � Q F. c) a. SITE PLAN 0 ; ' 20,—o" File Name: 148-fl.dwg Edit Date: 11-15-06 (1440.42) OFFICE COPY \ \ DRAWN 06 O� \ OC OCTOBER 3, 2006 VIGAAA AS NOTED o D6 X140 OI�fT m . \ n A0 . 1 n File Name: 09-20 Edit Data: 09-20-OB06 (1412:4e) a \ a!r... .. . . M" +rt1w.`�`ryA�MwegMd}�gZ,:-a.'m-.�.a.:w_ \ ,�,�,.�^. i..,..m.,n • p ,. _�,,, , gAy;O,... .. . .... . 'r'iM,�.:gpM.l.+.n.e..._ .- . .;-rufgcyrlp ,. � _ r--- •� .. -_ , � I( rlr ji rIT1rlr rlT h T I� lr t1T rlr jt 1T Tr ijt tlr rjt il, t t ,I, 1ji ,11 rjr.l, ,lt rjt tlr rlt tll ,Ir ,l, ,li rTr ,ji 12 VI liluu 11111617111111111111 tt luu lilul u 9 uuluu�uuhuj idid'uluu • �. J 'r 4 C`r:,jail a. AQ�n: "y C. •Y� ,yl 1Sr. HOLIDAY INN EXPRFSS HOTEL & SUITES ANNEX LOCATED ON SNWN UPP R OON S F RRY R A � w � � RT N U T" of DESIGN CRITERIA CODE SUMMARY 16 PO LA D OREGON INDEX OF SHEETS UBCANALYSIS: COVER TITLE SHEET, INDEX TO SHEETS, CODE SUMMARY, SEISMIC ZONE ----- .2 029.3 MCE Value of Ss, Site Class B OCCUPANCY -___R-1, A•-3 DESIGN CRITERIA, AND SYMBOLS LEGEND 1.0 009.3 MCE Value of S1, Site Class B CONSTRUCTION _______TYPE V 1HR. W/ FIRE SPRINKLER SUBSTITUTION ___ EXPOSURE C • WIND ---____-- ALLOWABLE AREA ._____ (R-1) 10,500 S.F. (A-3) 10,500 S.F. FROST DEPTH _____ 24" INCREASES: SEPARATION - (2) SIDES MIN. 45.5` 25.5 X 1.25 = 31.9% 31.9% 10,500 S.F.=3,346.9 S.F. + 10,500 S.F.= 13.846.9 S.F. SNOW LOAD_--______. 40 LB. MULTI STORY INCREASE: 2 X 13,846.9 S.F.= 87.693.7 S.F. A0.1 ARCHITECTURAL SITE PLAN HEIGHT: 50' WITH INCREASE OF 20' FOR TOWER AA1.1 GROUND FLOOR PLAN AA1.2 LOBBY FLOOR PLAN ACTUAL FLOOR AREA (ANNEX) EXISTING AA1.3 UPPER FLOOR PLAN ist FLOOR ----------------- 8,445 S.F. AA3.1 DOOR AND WINDOW SCHEDULES CODE SUMMARY 2nd FLOOR --------------- 8,627 S.F. AA6.1 GENERAL ARCHITECTURAL NOTES - - 3rd FLOOR _______________ 8,627 S.F. AA8.1 ACCESSIBILITY NOTES COOM. DxSnrs RE ODR wrM TOTALS 25,699 S.F. AREA OK AA8.2 WALL TYPES AND RATINGS alDING CW 1986 OREGGN STRUCTURAL SPECIALTY CODE 2004 OREGON STRUCTURAL SPECIALTY CODE AA8.3 PEDESTRIAN CANOPY, CEILING DETAILS MECFIANIX CODE 2004 OREGON MEWWAL SPECIALTY CODE PUJM ING CODE. 2004 OREGON PLUMBING SPECK7Y CODE EXITING: 1st FLOOR EXITS ELECTRIC CODE: _ 2004 OREGON ELECTRICAL SPECIALTY CODE R-1 5,693 S.F. 1/200 = 39 OCC. 2 REQ'D - 2 PROVIDED A-3 2,752 S.F. 1/7 = 394 OCC. 2 REQ'D - 2 PROVIDED 2nd FLOOR PROJECT CONTACT INFORMATION R-1 8,627 S.F. 1/200 = 44 OCC. 2 REQ'D - 2 PROVIDED 3rd FLOOR ACTING AR011RECT OF REQ. ROW TOWLE R-1 8,627 S.F. 1/200 = 44 OCC. 2 REQ'D - 2 PROVIDED 1015 p , SUITE 6 TOTAL LOAD FOR FIRST FLOOR EXITING IS 433 PLUS 33 (�) 343_5611 TRIBUTARY LOAD FROM SECOND AND THIRD FLOORS.UM 2 EXITS REQ"D _ ACW RAL ENGINEER OF REORD• x TRAVEL DISTANCE - 200' PLUS 100' IN RATED CORRIDOR SYMBOLS LEGENDC x ' " INTERIOR ELEVATION x BUILDING HEIGHT ----------- 32 --6 DIE610NATION x ORIGINAL MOTEL ANALYZED UNDER 1979 STATE OF OREGON STRUCTURAL SHEET NU'115ER O DOOR NI,IhiDER ELECTRICAL ENGINEERS: x SPECIALTY CODE. ANNEX IS SEPARATE BUILDING WITH 2-HOUR WINDOW 14I11DER < xSEPARATION FROM ORIGINAL BUILDING. 0 x c x DETAIL. Nt�1DER ACTUAL FLOOR AREA (ORIGINAL) EXISTING REMODELED LU CONTRACTOR: MEGA PA*1C SHEET NUMBER LEV DC 1ED MCK BASEMENT 3377 S.E. 21 ST. AVE _________.___-____ 3,382 S.F. 3,839 S.F. 0. P.O. BOX 82186 1st FLOOR __ 9,110 S.F. 10,287 S.F. I I mi'`'x LINE x w PWLA, OR 97282-0185 2nd FLOOR ------------ I I �., (503) 238-3772 _______________ 8,610 S.F. 8,810 S.F. 3rd FLOOR _____ 8,610 S.F. 8,610 S.F. ----- SECTION NUMBER -----------_ -- ---A 0 � :h 0 ME�"� E x TOTALS 29,712 S.F. 31,346 S.F. AREA 0 SHEET NU 15ER Q REVISION N�N'1DER x FLOOR AREA RESTAURANT HANDICAPPED z x ACTUAL FL (RESTAURANT) ot x ��� or�NER: JAnN PATEL 1st FLOOR _____________:___ 5,008 S.F. ABBREVIATIONS LEGEND REVISION cLouD �-- WALL Tm 1R W I- H 6205 N INTERSTATE AVE. O.S. OUTSIDE B.O. BOTTOM OF < 0 PORTLAND, OR 97217 (50) 09_7000 TOTAL LOT AREA ------------104,482 S.F. T.O. TOP OF JST. JO a BUILDING _________ - 23,794 S.F. 23% F.O. FACE OF INTRM'T INTERMEDIATE BUtDING EXT. EXTERIOR LND G LANDING � � MY OF , OREGON LANDSCAPE _._____________ 26,844 S.F. 267. PLT. PLATE BLDG BUILDING 13125 S.W. HALL BLVD. CONC. CONCRETE FLR. FLOOR TIGARD. OR 97223 WL. WALL EXT'G EXISTING = (503) 639-4171 / (503) 412-8129 PARKING ___._____________ 50,007 S.F. 4804: SIDEWALK _________________ 3,777 S.F. 3% P.T. PRESSURE TREATED DET. DETAIL W.D. WOOD SEP. SEPARATION SUMMARY_ OF WORKR.S. ROUGH SAWN TOTAL PARKING SPACES _______ 126 SPACES MDO MEDIUM DENSITY OVERLAY DnwwN M, PROJECT INVOLVES THE REMODEL OF AN EXISTING MOTEL ANNEX BUILDING. THE REMODEL INVOLVES WORK TO CREATE PROPER STANDARD .________________ 77 SPACES POLY POLYETHYLENE PLASTIC gde ONE HOUR ENCLOSURES AT THE STAIRWAYS. THE CROMU BETWEEN THE ANNEX AND THE ORICNrAL BUILDING WILL BE LOWERED MEMBRANE o TO k7r W ACCESSIB M IN THE BUILDINGS A NEW DOOR WILL BE ADDED TO THE WEST ASSEMBLY ROOM TO ALLOW WSION OF COMPACT _________________42 SPACES ROC THIS' ROOD WITH A FOLDING PARTITION. UNDER SEPARATE CONTRACTS THE ALARM SYSTEM WILL BE UPGRADED. ACCESSIBLE ___.__ __7 SPACES HE MUM M ALYSIS IS BY THE CODE IN EFFECT AT THE TIME OF THE ORIGINAL. PERMIT, WORK CURRENTLY PROPOSED SHALL DATE BE ACCORDING TO 2004 OREGON STRUCTURAL SPECIALTY CODE. OCTOBER 3, 2006 ALE AS NOTED a im nc+. 06-140 SHORT o 0 AA060N opr2 ofW01111111111111-F � File Name: 38p—al1.dwg Edit Date: 09-20-06 (14:02:44) aL r. ,p.�y■+ �.r� �....yy,.:tMal''''+'"rpt .KyM«4! 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A 7 777 r mom 111 M by 83/11/'!M8 15:36 2889435656 OMIN RESOURCES PAGE 82/83 3r-e 1/4' b r r NEW 20 MIN. RATED DOOR W/ PANIC AND COORDINATOR 1 E MEETM,� MEETWO 100 109 D NEW 1 HOUR RATED 2x6 STUD WALL. tat NEW 20 MIN, RATE C DOOR W/ PANIC C CONSTRUCT NEW 1 HOUR RATED WALL TO ENCLOSE �,. STAR WAY. INSTALL 4x6 ; - A HEADER OVER DOOR. OIL w, I r A.6 RAMP AS RE(NARED TO 8 ENTRY LEVEL MAX SLOPE 208. 7' D 1/18 2197 - - ---� C NEW 1 HOUR RATED WITH FULL MEEt�(3 LOWER DOOR OPENING IN E I BOCKI N FLOOR SYSTEM 108 FILL OPENING AND MATCH b 108 VERIFY LOCATION TO A WENT SURFACES �n BE DI Y UNDER RATED STAIR CLOSURE WALL ABOVE. a x+: CONSTRUCT NEW LAN - M AT DOOR, MIN. SIZE 5 0' x 5'-0' MAX SLOPE 1 d IN 12' HORIZ. 5- b �1 s OPEN WALL FOR NEW EXIT DOOR � REMOVE EXISTING A2 INSTALL NEW 6x6 HEADER yr LOWER SQL, FINISH 3 208.92 TO MATCH A IACENT 0210.61 Al - tI a ------- `"` REMOVE CONC. STEPS RAMP I � � � W REPLACE W NEW • REMOVE CONC. STEPS ----1- �' NEW CANOPY CONC. SLAB AT,42 208 9tih '% REPLACE w NEW wvc. rel 01W 1-1cx)R NEW CANOPY CONC. SLA AT 1/2 MAX. BELOW FLOOR SLOPE WALK DOWN TO J LOWER 228.43 WALK. SLOPE 1/12 FOR 12 RISE. �\�- r .'� / VERIFY REQUIRED RISE / SLOPE WALK TO ACC _ AISLE AT PARK SPACE. MAX. GRADE OF WALK TO BE AT REMOVE SLAB LNPLACE C AND I I I , �- SLOPE 1/12 6' RISE. LEVEL OF FINISH FLOOR. CONCWHIP TO ENTRY LEVEL, SLOPE 1/18 I I �,d 208.43' ?.08.90 i I 206.43 ---� -_ _- co t I � 11 cc II II � II II t 1 I � ` L , ----- - ----� -_____ GROUND FLOOR PL w X �- � I I I VK 1/8" 1 ',O" File Name: 148-fl.dwg W W 1 I I t. Edit Date: 11-15-06 (14:40:42) 0 19 yr z � �- z d >. ui n 0 • olI vM gde OMOVAD ROC DATE OCTOBER 3, 2006 AS NOTED 06140 SHWT M AAlw2l File Name: 38p-aII.dwg of 10 SON= Edit Date: 09-20-06 (14:02:46)Now ` a t 1 � ... .-,...._,.`' '. .I '.•,..•` --r. ' -^�.�. 4..�. -�'- r�:.- ��'��IYi •,'�'.. _.. .� --- -...e�+rwe!r's'uc•w._�......... __. .- ..wntvm-^waMu..v^a•weewrrfma•, .. 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DOOR T 0 DOOR SCHEDULE AND DESCRIPTIONS HARDWARE GROUPS less* PEEP AT GUEST ROOMS - low � um OMgrIKIII - _ TEMPERED 1/4' WIRE LOWER PEEP RE©'D. IN ` - --_� GLASS GLASS 4 6ADDMU;i AT 1 626 HIN" 2 PR OFFSET T MAGNETIC CARO KEY 04ERRIpE - - HANDIC,JOPED ROOMS. NoLu I La"TION CLOSER PR LCN 4010 - EXIT OIMCE PR DORMA F6400 "00 � i WEATHERSEAL PEMKO Pf114PS I l - - - Al SF'-S PR. 1 3/4' x Sox Bo 1 AAL AL 1 .)/4' .�.w EXTERIOR TO STAIR 2 626 HINGE 1-1/2" PR 4 1/7- X 4 1/2' BB _ LOCKSf�f OFFICE CLOSER PR LCN 4I' O • y WEATHER SEAL F'�..`'vK0 �1020 HM-N 1 3/4' x Sox 60 2 F HM - 2' 16 -�— - - CORRIDOR TO EXTERK)R i -- + + i 3 626 HINGE 1-i 2' PR 4 1 2' X 4 1 - _� A3 HII 1 3/4' x Sox so 3 P HM 2' 16 DI I~RKNi TO CONFERENCE 2 N I LOCKSET TRIM 8Y KEY ONLY A4 NDT Uig EXIT DFVICE DORMA F9400 i I CLOSER LCN 4010 - � � NOT L� 4 626 WEATHERHINSEAL PEMKO 3 PR 4 1/2 Q �X 4 1/2* 98 41 1-1�-- !6-00 A6 4HM-001 3/4' x Sox eo 5 P HM 2' 16 CORRIDOR TO STAIR EXIT DEVICE DORMA 8400 -- 11 �- - --- NT- -- ----- �. -_" L - _ STEEL ---- -- _ - - QflQ - -- A7 iIOT LJm OPEN MAGNETIC HOLD _ WWA�DD SMOKESEAL PEMKO 67AS OM __.._flu�li _ - � ��H ___FlIlSIi— ,_FLl�SH -_ - - -- - -�Q - o • DOOR BOTTOM PEMKO 4131 BDGPI(L ---.- -- _� SQ�JQ A8 HM-60 1 J/4 x 3 x 6 5 F' HM 2 16 CORRIDOR TO STAIR ��----�� _ CLASS - AS �_ --�-alb- -=H- --- - —N--- - -- - IqT 1� S 626 / X 4 / 98 � MUT..- -- — _�=----- - HINGE 1-1/2' PR 4 1 2" 1 2' - �.-_MINS_ . ._ZQ.MIN• _ "IL ----...__- A6 EXIT DEVICf DORMA 8400 -- I CLOSER LCN 4010—2 MSI_-- WD- O WDWN AID HM-60 1 3/4' x 3*x 6e 4 P HM 2' 16 CORRNM M VAIR HOLD OPEN MAGNETIC SMOKE SEAL PEMKO SW 0 DOOR STOP WALL BUMPER - _ 6 626 HINGECLASSROOM 4 1/2- X 4 1/2- 88LOCKSET r -- - -- CLOSER PR LCN 4010 � ap SMOKE SEAL PEMKO SM 0 ROOM SCHEDULE NOTES � N°^,.: 26--5►, h Edit OoN: 0e-05-06 r•ft,ao NOIL ALL DM ARE M BE' OPENA L FROM NSIDE WRHOUT THE 0 USE OF A KEY Pk SPECIAL KNOWLEDGV_ x 1. ACOUSTICAL TILE USED N THIS PRQIECI SHALL BE 2x2 ACOUSTICA. - cEluNc TILE w/ TEG" EDGES AM SPLJNt`S Oi COORONNTEA CMM.TILE SHALL NOT BE PAM(IED. TIIF SHAU NOT K USED VEIRtt'.U.Y.DOEDIT -- 2• DMNG MM WILL COVERING SHALL NOT BE PAINTED. UNfSAT1SFACTW VNIYL m m WAIL OOVE11I SHALL BE REMOVF_D AND REPLACED. NEW VINYL WAIL COVERING SHALL BE 2C OZ. rrPE r. 1 3- CAIIePeT 944L BE 100X SIOLUTION Iran NYLON 0R WOGS 36 Oz./90. YD. W/ COMIIF190A1. GRADE PAD. 4. HARD SURFACE FLOOR T4E OR STONE SWILL HAVE 0.6 ASTM FRICTION. c RASE TILE SHALL MATCH F LOM TILE. FZDOR TEES SFIALL BE 6'x6' MN. 5- OOWCR>EM KOM N INREWOR OR D(TER-OR LOCATIONS SHALL BE XWM. 6. ODUNTERRUPS AT MEETING ROOM COUNTERS AND PI RESTROOAIS SNOB. BE STONE OR SOLID SURFACE. N ADDITION TO A.N.SL AND THE AMERCANS WITH a ----- OISARl1E5 ACT, ALL DOOR HART NOM FOR AREAS OF THE BUIDNC SHALL CIM ACCESSNOLOY REOLWP91KNYS OF THE STATE AND LOCAL MANORFTES. GENERAL ROOM FIhMSH SCHEDULE ABBREVIATIONS AC" -- __ACOUTIC LAY-IN TILE (2x4) N.C.----FMNDR',AII S.L.----SIDE UGHT AJ F._ __ADM FiNSH FL DM HR.- --HOUR SL WR.--_-SUM AL, ALUM.__NAAWIUM N_----HOLLOW CORE LK----SLRFAcE MOUNTED AAL----,MIOOQED ALUMINUM F1NISN UL----INSULATED DOOR CORE WK HNG.__ SPRM INNGE AUT.----ALRTOIWTIC Q.----._UQHT 30. IN, _-_SOUARE INCHES BIB ----BALL BEATING ME-----MATCH EXMTNG SI ----STEEL 02._--_BRONZE IMI.--._-6/4M STO.,---._STORAGE C ----rAPPET P------PANT SC -- _-_SEALED CONC. Cd-_--4- CARPET 'BASE MAIC- -,PANIC HARDWARE $y_-_-_SHEET VNYL CR_--.- CLEM MIO PERM DOING 'J.-----PRE-FINISHED SP---_STAINED WOOD CT.----..CERAMK: TILE PA.-_ _.-PAR TCF_--_TEXTURED CEILING FINISH CTN----CERAMIC TtL . NON-SUP W ---_QUARR1f TILE TwF _--_TEXTURED WALL FINISH CW_---_CARPET w cT WWD.- -Flf=AtED TWIF ---TEMPERED WALL FINISH GLASS TIB.._--_.OOUBLF __ REO'M15 4' RL NEMR C VT_,---_VIII TII�, REINFORCED AR------L�OR TIM,_.---4- RUBBER CME RASE EX -- -EkLSTING FIS_---6' RUW*3N COVE ON VWC _--_VINYL WALL COVERING EXT. _--_EXTERIOR R812 - -_ 12' RUBBER SKIRT BASE SOILS ---WATER BGRN MULTI-SPECK FT•_----._FACTORY F rusH S---__SOLA cmw PAINT FP_---_FAUX PAINT SC8----SELF COVED' BASE WK ----WHITE OWED ENAMEL FAP---.-FIHEIU-#M REINFOR ED PANEL SRM..- ---SIMILAR WD. ----WOOD OL-------CLASS SING._--_moat U-----CLEAR mTK# E w000 FTF1 I GMP---GYPSW WALL BOARD WALLS N RESTROOM WITH PURRC MM AND 0I WUVIED SPAM TO HMIE 4'-0- MOH (6'-0' N BATH 6) CEIMAINC TILE WANN"M ON ALL MALLS AND IIII TO CEMENT IIIAIA l-80W. co coS w CC >" z CL ui x 1 _ 8 w _ M 3 Z - z ..� J L w � O :30 z � DRAWN gde ROC DATES OCTOBER 3, 200E AS VOTEDim No. ^ Q 06-14,, M CID A3ml File Nome: 08p-a3l.dwg Q a ATE Edit Date: 03-15-06 (10:14:50) I a I � : ti TT �T�Tr�TJ(jf T 1111i�f�1�f�111 fiTjt(Tt"rrT�f�l T�1�iiT T�111�T 1�Cj1TT f�ftl�I ,., � � • • ' i , , I II II IY� II I) II II 1 I d J 112y , ate , P Z ' NYa�YYY .. .. •, f +�+.W�rww..+..•....,.�w.....,.«,....i.....•en..r—......ww.-•.•..wr ,rw_.'r..•�r.=_,..y..er•�a+Mrrr+�..�r+.,....w RW • � - �, - —i+r='•t.........+•se5rrs..i�awnc-aR,•.•.rw:.aw+,+wc^..+„e13r,.�W.N�s..._-+r.�..,+1�"'.'.�—'r+.::c�--� +..- �.+,..aMw. '. a.w r. '.+w.:.aw,nan.�s.L:.-wrn4..+a:tr•ne,r;x.r.+.:`•�..w.ar,smrr�lv.h...AGrr .r., ,, r,��rnne7C'qwe:7^.r�'+�",.ma.�,.....,.r..,.._ -.c �vMINi��,...fi•rt•.rav w*.wr."Y7 ..nw.,...,. 'fMry .,..•.4M;y.,.�a^w► 'CL+�4i.. :+w .�.'aF*•-� i • .W. '—��'♦Q .�rttt+► w4.r a» r:wd„ wiM a4 ti•�+'�1�11 '4rieI1A�MMi+' ._ .. - ... ., .,,,. . c... _..ar.ey. v...n..�wYr++re+w d -. .r 6cir- . J^•�watX w.wwr,.,.tw r .s. J •� aw.e..,i.,, �. ti t I •ffQ. SL „f off' �r t� i JF A t, e �1 t .f m• GENERAL BUILDING NOTES - 2003 OSSC r Note 1: LAW, CODES._ RDINANCES_ AND RECUIATIbNR BEiNG Note 1: Wall and ceiling finishes shall comply with I.B.C. Note 1: under-floor ventilation shall be provided per the Note 1: All exterior foundation footirgs, balcony and roof SUBJECT TO CONSTANT INTERPRETATION AND CHANGE, ALONG WITH Sec. 803, and table 803.4. Floor finishes shall comply with O.S.S.C. requirements of O.S.S.C. 1202.3 support piens are to be a minimfim c,4 24 inches beiow the PROLIFERATION OF NEW REGULATIONS, HAVE MADE IT VIRTUALLY Sec. 804, Decorations and trim shall comply with O.S.S.C. Sec 805• finished grade to maintain frost protection. IMPOSSIBLE TO BE CERTAIN AY THE OUTSET' OF A PROJECT JUST Note 2: Attic ventilation shall be provided per the requirements WHAT MAY BE REQUIRED OF THE CLIENT BY WAY OF PERMITS AND Note 2: Suspended acoustical ceiling systems shall conform to of O.S.S.C. Sec. 1202.2. Note 2: A non-potable water pressurised irrigation system may APPROVALS. THE ARCHITECT WILL ENDEAVOR TO DESIGN THE WORK O.S.S.C. Sec. 803.8 and be installed in accordance with manufac- be connected to any potable water supply system without the TO BE IN COMPLIANCE, AS OF THE DATE OF THIS AGREEMENT. turer's rcommendations and in accordance with the provisions of Note 3: Natural ventilation of on occupied space shad be written consent of the purveyor of the water when installed with HOWEVER, THE ARCHITECT SHALL NOT BE LIABLE FOR DAMAGES ASTM C 635 and ASTM C 636. Fire resistive ceilings shall comply through windows, doors, louvers or other openings to the outdoors. pressure zone backflow preventor. RESULTING FROM THE ACTION OR INACTION OF GOVERNMENT with the provisions of I.B.C. Chapter 7. NOTE: SUBMIT the oprating mechanism for such openings shall be provided with AGENCIES INCLUDING (BUT NOT LIMITED TO) PERMIT PROCESSING, ONE-HOUR RESISTIVE FLOOR/CEILING ASSEMBLY INFORMATION ON ready access for the occupants. Note 3: AiI underground lawn irrigation systems connected to a ENVIRONMENTAL IMPACT REPORTS, DEDICATIONS, GENERAL PLAN AND SUSPENDED CEILING ASSEMBLIES. A. The minimum operable area shall be 4X of the floor area potable water supply requires an approved backflow prevention AMENDMENTS THERETO, ZONING MATTERS, PERMITS, AND ANY TIME of the ventilated room area. device and an inspection to insure compliance with Pacific FRAMES RELATED TO SAME. B. Adjoining spaces ventilated through another space shall Northwest Section A.W.W.A. cross connection standards. THESE PLANS WILL BE SUBMITTED AND APPROVED BY THE PLAN have an unobstructed opening of 8% of it's floor area with a REVIEWER HAVING LOCAL JURISDICTION. HOWEVER, THE FIELD Note 1: Every space with an assembly occupancy shall have the minimum of 25 S.F. between those spaces INSPECTOR HAS THE RIGHT TO OVER-RULE THE PLAN CHECK. ANY moxumum occupant load of that space posted on a sign in a CHANGES REQUIRED BY THE HELD INSPECTOR WILL BE DONE ON A conspicuous location near the main exit of that space. Note 4: Contaminant sources in naturally ventilated spaces shall Note 1: Structural floor sheathing shall be in accordance with TIME AND MATERIAL BASIS FOR DESIGN/DRAFTING COORDINATION, be removed in accordance with the International Mechanical Code the requirements of O.S.S.C. Sec. 2304.7.1 and shall conform to the AND SUBMCTTED TO THE CONTRACTOR FOR THEiR REVIEW AND Note 2: Exit doors shall be panic hardware openable trom the inside and the International Fire Code. provisions of Table 2304.7(1 through 4). CONSTRUCTION COST ESTIMATE FOR A CHANGE ORDER TO THE without the use of a key or any special knowledge or effort. Manually A. Rooms containing bathtubs, showers, spas and similar PROJECT IF REQUIRED. ALL THUS WILL BE THE RESPONSIBILITY operated edge- or su,face-mounted flush bolts and surface bolts bathing fixtures shall be mechanically ventilated in accordance Note 2: Structural roof sheathing shall be in accordance with OF THE OWNER. are prohibited. When exit doors are used in pairs and approved with the O,S.M.C. the requirements of O.S.S.C. Sec, 2304.7.2 and eholl conform to the Note 2: The contractor is to call the City Public Works for an automatic flush bc,lts are use, the door leaf having the automatic provisions of Table 2304.7 (1 through 4). flush bolts shall have no doo,• knob or surface-mounted hardware. Note 5: Every space intended for human occupancy shall be inspection of all catch basin and drainage trench construction. The unlatching of any leaf shall not require more than one provided with natural light or shall be provided with artificial light 24 hours notice is required. Drainage focilitios will not be operation. O.S.S.C. Sec. 1003.3.1.8. to comply with O.S.S.C. Sec. 1204. I approved unless inspection is performed. A. Natural light shall be provided with a minimum net glazed Note 1: Glass and framing shall comply with the requirements Note 3: Regardless of the occupant load, there shall be a floor area no less than 8% of the floor area of the room served. for loading as indicated in O.S.S.C. Chapter 24 '.• � Note 3: Contractor to clearly mark all setbacks in field. or landing on each side of a door complying with O.S.S.C. B. Adjoining spaces must have a minimum open wall area of: W Sec 1003 3.1.4 through 1003.3.1.7. Access for persons with one half the wall, one tenth the floor area of the ajoining Note 2: Each pone shall bear the manufacturer's label desig- disabilities shall conform with the Americans with Disabilities Act, space, and 25 square feet. nating the type and thickness of the glass or glazing material. Sec. 4.13, and shall not be more than 1/2* lower than the The identification shall not omitted unless approved and an Note 1: Contractors to install address numbers contrasting with threshold of the doorway. When such access is not required, Note 6: Walls and floor/ceiling assemblies separating dwelling affidavit is furnished by the glazingcontractor certifying that each their background and a minimum height of 4 in a location easily such dimensions shod not exceed 1 inch. Landings shall be level units from one another and from public spaces shall conform to light is glazed in accordance with the provisions of O.S.S.C. Sec. 2403 a visible from the street or in accordance with city code prior to except for exterior landings, which may have a slope not to O.S.S.C. Sec. 1206 request for final inspection. exceed 1/4 inch per foot. Door landings shall have a length A. Walls, partitions, and floor/ceiling assemblies shall have a Note 3: Glass in the following locations must be safety glazing: measured in the direction of travel of not less than 44 inches. sound transmission class of air-borne sound of 50 in 1. Glazing in ingress and egress doors except jalousies.. .tz accordance with ASTM E 90. 2.3 Glazing in fixed and sliding panels of sliding door assemblies Note 4: Ramps stairways and handrails shall conform with the B. Floor/ceiling assemblies between living units and between and panels in swinging doors other than wardrobe doors. Note 1: Walls, ceilings and floor/ceiling assemblies required to be provisions of O.S.S.C. Sec. 1003.3.3 through 1003.3.4 and with living units and ublic or service areas shall have an impact 3.) Glazrn in storm doors. 4.) Glazing in all unframed swinging fire protected shall have all openings and penetrations installed A.D.A Sec. 4.8. insulation class f iC) rating of not less than 50 in accordance doors. 5� Glazing in doors and enclosures for tubs, whirlpools, per the requirements of O.S.S.C. Chapter 7. with ASTM E 492. saunas, steom rooms, bathtubs and showers. Glazing in any Note 5: Exit signeage and illumination shall comply with O.S.S.C. portion of a building wall enclosing these compartments where the Note 2: Penetrations to the walls or ceilings for wall mounted Sec, 1003.2.10 and 1003.2.11. Exits shall be illuminated at any Note 7: Public toilet room floors shall have a smooth, hard bottom exposed edge of the glazing is less than 60 inches above heaters, recessed light fixtures and fire extinguisher cabinets shall time the building is occupied with light having intensity of not nonabsorbent surface such as sealed portland cement, sealed a standing surface and drain inist. 6.) Glazing in fixed or be constructed to maintain fire rating of walls and ceilings. isse than 1 footcandle at floor level, The power supply for exit concrete, ceramic tile or other opproved material which extends operable panels adjacent to a door where the nearest exposed Heater locations are shown on the mechanical and electrical plans, illumination shall normally be provided by the premises' wiring upward onto the walls at least 6 inches. Walls within 2 feet of edge of the glazing is within a 24-inch arc of either vertical edne ceiling light locations are shown on the electrical plans, and fire system. In the event of its failure, illumination shall be automat- the front and sides of urinals and water closets shall have a of the door in a closed position and where the bottom exposed extinguishers will be located as required by the Fire Marshal, ically provided from an emergency system which will operate for smooth, hard nonabsorbent surface of portland cement, concrete edge of the glazing is less than 60 inches above the walking instructions for which will be received during the on-site inspection. at least 90 minutes. Exit signs shall be placed so no point in ceramic the or other smooth, hard nonobsorbant surface to a surface. 7.) Glazing in an individual fixed or operable panel, an exit access corridor is more than 100 feet from an exit sign. height of 4 feet, and except for structural elements, materials other than those locations described in Items 5 and 6 above, that Note 4: Structural elements shall be protected as required by used in such walls shall be of a type which is not adversely meets all of the following conditions: O.S.S.C. Chapter 7 Sec. 713, Individual members carrying the loadaffected by moisture. All accessories such as grab bars, towel 7.1 Exposed area of an individual pane greater that 9 from more than one floor, a load bearing wall, or nonlood-bearing bars, paper dispensers and soap dishes, provided on or within square feet. wall of more than two stories in height shall be individually Note 1: Accessibility sigoage shall conform with I.B.C. Sec. 1109 walls, shall be installed and sealed to protect structural elements 7.2 Exposed bottom edge less than 18 inches above the protected for their full length or height. and A.D.A. 4.30 Detectable warnings shall comply with A.D.A. from moisture. O.S.S.C. Sec,1209 floor. Sec 4.29. 7.3 Exposed top edge greater than 36 inches above the Note 5: Joints Installed in or between fire-resistance rated walls, Note 9: Contractor shall coordinate with manufacturers recom- floor. floor or floor/ceiling assemblies and roofs or roof/ceiling Note 2: This project shall comply with Chapter 11 of the OSSC mendations or preparation requirements of final finishes. I.E. floor 7.4 One or more walking surfaces within 36 inches assemblies shall be protected by a fire-resistant joint system to regarding dwelling units within apartment buildings to be adaptable, and wall coverings, textures, etc. horizontally of the plane of the glazing. comply with O.S.S.C. Chapter 7 Sec. 713 1106.1.10.2) 8.) Glazing in railings regardless of height above a walking OM surface, Included are structural baluster panels and nonstructural Note 6: Shaft enclosures shall comp)y with O.S.S.C. Sec. 707. Note 3: Features and facilities of the projec shall comply with in-fill panels. Glazing in walls and fences used as the barrier for Shaft enclosures shall not be of construction rated not less than O.S.S.C. Chapter 11, Sec. 1108, I.B.0 Appendix E. and the Americans Note 1: A,f shored masonry veneer shall bear on footings or indoor and outdoor swimming pools and spas when all of the that of the floor assembly through which it passes and shall be with Disabilities Act. steel lintels. Brick veneer shall be anchored to backing with following conditions are present 2 hours when connecting four or more stories and 1 hour when 16 go. galvanized steel ties 1" wide. Ties to be spaced 24" o.c. 9.1 The bottom edge of glazing is less than 60 inches connecting three stories or less. max. vertically and horizontally. Ties anchored to stud wall w/ above the pool side of the glazing, nails or self topping screws. Installation shall comply with O.S.S.C. 9.2 The glazing is within 5 feet of a swimming pool or spa Note 7: All insulation materials, including facings, such as vapor Chapter 14, Sec.1405. deck area. barriers or, breather papers installed within floor-ceiling assemblies, 10.) Glazing in walls enclosing stairway landings or within 5 feet roof-ceiling assemblies, walls, crawl spaces or attics, shall have a Note 2: Adhered masonry veneer shall be applied on a backing of the bottom and top of stairways where the bottom edge of the flame-spread rating not to exceed 25 and a smoke density not to comply with Article 3.3C of ACI 530.1/ASCE 6/TMS 602. The glass is less than 60 inches above a walking surface. to exceed 450 when tested in accordance with ASTM E 84. installation shall have a shear strength of at least 50 pounds per square inch. Installation shall comply with O.S.S.C. Chapter 14, Note 8: All foam plastic insulation used in building construction Sec. 1405.9. shall conform to the requirements of O.S.S.C. Sec. 2603 for materials and installation. foam plastic insulation materials shall 2&16 have a flame spread index of not more than 75 and a smoke index of not more than 450 for the intended installation in Note 1: The roof covering is required to be a minimum rating accordance with ASTM E 84. Of Class "B" per O.S.S.C. Table 1505.1. Roof coverings shall comply with the requirements of I.B.C. Chapter 15. NOTE; PROVIDE SUB- STANTIATiNG INFORMATION ON THE ROOF COVERING CLASSIFICATION. coco W OC�• W 0 >' z Note 1: PLAN REVIEW BY INTERCONTINENTAL HOTELS GROUP will also become part of X F- Notework of this project.st Note 2: This projent shall include updating of all facilities for safety and useability UJ 55 (including but not limited to emergency or,d exit lighting. fire and life safety systems, accessibility features and systems.) These will be determined and designed by others. Z d ZZNote 3: All building entrances shall be made accessable. J Z Note 4: All floor/ceiling systems and wall shall be one hour rated construction. },. UA � � 0 O Z CRAVM g d e File Name: 06*p-1.dw9 O*M/1OKI® Edit Dab: 02-04-06 (»�Faq ROC DATE OCTOBER 3, 2006 AW AS NE NOTED Q. Q. 00 06140 M SHOW O a N A6wlM r or 7 O SHIIIIIIIII78 File Name: 38p-all.dwg Edit Date: 09-20-06 (14:02:46)Ta ... - .. ,.:.....,r.,' .. 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K. .. . , :.. ,�. _+iyfy.• - •. • ..'•t`• , "+M1"MMI�IMW1MUaMweW.rdu'bsRf ;H j+tC, rkt �i. r,, t I� A •1 g `4 r I�YMIOIID by 00 ail •� S 0 31 K)400 FLOOR LeE V `e • `� '^ 7n in EXTERIOR DOOR — -- _ �' m PEMK°,O 20M TWWWO!_D TYPICAL T-OTAT T16" TI OUTLET OUTLET OUTLET LrAw DISPENSER SW( DOOR BITUMINOUS l:�cPe 6K>rEAC# 14OLDER DISPR W9 EXAL AT TV AT DESK AT CABINET` LATCH 4 � - - 4' CONC. ON CARPET AND PAD STANDAR MOlA11T�10 t ° 0N6 ILLj*TRATEt3 HM ARSE TYPICAL. g• ALL N� IL.LUOTRATEDHAL SL GOMFLY 2' C M IPAGTRO IN AW INSTANCE OF CGTF{,IGT W TW MOMW1T1.1 MOTEL 6TANDARD8, LOCAL, STATE, OR 6,40 ON ?' 4' CONC. GLAD ON 4' COMPACTED GRAVEL. STAWA)", LOCAL, STATE,OR FED'E'RAL FEDERAL CODE6 OR LAWS. N CASE OF COMPACTED CODES OR LAWS r4 MOST 111VOTNCTIVE CONFLICT TWE MOST RESTRICTIVE WALL BE GRAVEL ON i MIL. POEYE1'HLlA!! SHILL DE UsIE'D. NpTiFY 146: ,gRCNITEGT ANG USED. NOTFY TI¢ ARCHITECT AM ALL VAPOR BARRIER _ ALL NVCLVED TRADES. NVCLVED TRADES: MAX. U41 12' 00011101 J 4. STANDARD 4DIr T PM co MWLe Fu�R •� '• � c • Z. L---------� DAW'ED RECTANGLES � 64�ALE OE oE1Wt'EN Eb APD 4E► . ' • d- � PEI F-1. IT BEOCKA4 W STUD WALL FOR ��'. 4 a . H=4TNG OF FU( MS.FARO AND A80A F8A6H FLCM •' a• FUl�llfib� . a • 4 pis"; .'.:,t;�:�'�,_.•,,...; . � NOTEs PROVIDE W' x 48' y'�. ,� r�•:r'��'C?1r''�' d • � • - . W r- CLEAR 6 PACE IN a w -- -- - DONT OF BOTH Dt. AND PHONE • yo F • FLooR LM--,, 4 BACK WALL _—iTf:III-1 I ^• jr-1 =1 11=I I I- TISSUE TIG" ROBE TOILE ELEVATOR DRN4CNG COW. FOt�lDATION HOLDEN DISPENd" woo RACK GALL BUTTON FOUNTAIN WALL MOUNTED I NSILL (EXT'Typj SW G DOOR 8 A 3e ■ I'- 0a File Name: 28d-thl.dwq A8.1 Edit Date: 03-18-05 (f e:ic.u) VERTICAL GRA® BAR RREGUIR ED AT FULLY ACGE66115LE FIXTURE ONLY 3'-4'riBAR - J CIO TER CLOSET AND C~ 5000 ACoMSSBLS MOLWIr O TYP. MOUNTING HEIGHTS _ 1/4' : 1'- 0File Nome: 284-kitE.dwq Date Plotted: 04-21-05 (10:57:44) NATES• O . THIS PROJECT SHALL BE ACCESSIBLE AND SHALL COMPLY WITH ADAAG, cc 2004 OREGON STRUCTURAL SPECIALTY CODE, AND CABO/ANSI A117.1 -1992. CC Z .. 11Mt 2.VISUAL ALARMS SHALL BE PROVIDED IN PUBLIC AREAS. C�. w O � � rM .�.w.�., X W rw awe os-,.-oe i+.+,ae w O z M Z v w WHITE 0 1D. 2.1 w -- — PlI.UE COLOR NO. 1509 D N FEDERAL IO STANDARD • B. DRAVM ACCE861BILITY SlCsrl 9de 140, NOTES MOUNT ADJACENT TO ONROKED BUILDING ENTRANCES ROC AND ALL ACC-ES61BLE DATE ROOMS (INCLUDING OCTOBER 3, 2006 UNI-SEX RESTROOM, SPA, AS NOTED !lREAKFASTST, C1� 0ERRENCE, a AND HANDICAP' ACCESSIBLE GUEST R001'16) ADJACENT -'- 0i1 MO. a� TO LATCH SIDE OF DOOR DlEttT g WALL MOUNTED SIGNrA 3' • I'- ®' File Name: hc-53.dwyy A$,1 Edit Date: 03-18-OS (16:13:17) AA8wi File Nome: 38p-all,dwq OR 8 cf Edit Date: 09-20-06 (14.02:46) _. VI ^ TiT 10 K"?1t•f,^.,.. .. .. ,...., ..,Y + ,-..�.+... 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';",: �..nss""'•Aq;.+'.#weM�N+eRr,;.:.w..,y.c:'+"-�T�q,'�^.,li,:..+`dX w`!� ... -..s ._ !�^�' :,�.r•�!-^...'t+iw..-,,.-.. .0 .._n.a.-+•..om..7_o ar,r.•..ur++W!^erM err!- 1... ,. .. x7�ef�.w.w_...a,.tro,•..w....t..wvuw.�0...., ..-. .. -. ,wlr,. ,A. .. �.y k" ,rs5 =r ,a r R1>fvliMt�Ni my 6 3/4' 6 3/4' .� -` --ACOUSTICAL SEALANT - ACOUSTICAL SEALANT-- ,`�-LAtDERSIDE OF FLOOR/CLG ASSEMBLY r OF Ft00R/CLG ASSEMBLY �---UNDERSIDE OF FIAUR/CLG ASSEWY UWE,�---SOUND INSULATION 1 -- �- SOUND INSULATION - - i LAYER 5/8' TYPE GIMg f�A(.NS�SN)E� IX --I GO LAYER 5/80 /�TYPE X' - GOO EACH SIDE --1/20 FIBERBOARD EACH SIDE2x6 TOP AND BOTTOM PLATES /---2x6 TOP AND BOTTOM PLATES _ 6 STUDS 1BQTTOM PLATES. AND 2x6 STUDS AT 16 D.C. AND 2x6 STUDS AT 160 O.C. --BASE WHERE SCHEDULED BASE WHERE SCHEDUIED BASF WHERE SCH DUM "-`F-OOP FLOOR 6 3/4' FLOOR AE>DU511CAL ACOUSTICAL SMANr ACOUSTIL'At. SE1IW LOAD AND NON-LOAD LOAD AND NON-LOAD - �--LNOERSIDE OF FLOOR/CLG ASSEMBLY 1 MARRIAGE WALL - 1 HR. 2 BEARING WALL - 1 HR. 3 BEADING WALL - 1 HR. 2 ••-� HR OCALE, i• • I'-O' f_ r_1 Fri 6GALE, IN • I'-O' �fl 1 t3CALE, IN . I'-D' 2) 2x6 TOP PLATE OTC-40 t 1� OTC-91 4 Jj4' 6 3J4 • �_ ACOUSTICAL, SEALANTIlls � UNDERSIDE OF F10OR CLG ASSEMBLY DERSIDE OF ROOF CLG ASSEMBLY G1NB EACH OF FLOOR/CL.G 2 / / ASSEMBLY 1. yASPHALT FELT AT VENEER EXTERIOR 2x6 STUDS AT 160 O.C. ---- ' MA,:RNLS EACH SIDE 5/8" ONL X° GYP WAIL BOARD Ell SIDE INSTALLED AT RIGHT ANGLE TO STUDS 41— ExTERioR_ FINISH - SEE ELEVATIONS o • AND FACE LAYER 5/8' TYPE 'X' GWB 1 LAYER 5/8' TYPE 'X' INSTALLED W AT RIGHT ANGLE TO EA. SIDE AND SECTIONS 7/32' DIA. SHOT PINS AT 24. O.C. / ALLEYSa: GOB EACH SIDE STAGGERED -"-*--5/80 �5/8. FIRE RATED GYPSUM SHEATHING _2x6 PRESSURE TkEATED /----5 1/2' MINERAL ABER INSULATION - R-21 FIBERGLASS BATT INSULATION DOUGLAS FiR SILL 2x4 TOP AND BOTTOM PLATES 1LAEY�fj S/8' .�� AND 2x4 STUDS AT 16- D.C. 2x6 TOP AND BOTTOM PLATES UL GM►BRUBBER- BASE ,---- AND 2x6 STUDS AT 16" Q.C. Ce APA RATED pper�- /�� BASE WHERE SCHEDULED -BASE WHERE SC4EDULfD SEE STRUCTURAL � CONC. FLOOR FLOOR -ACOUSTICAL. SEALANT cc FLOOR -- 1.x6 TOP AND BOTTOM PLATES AND 7x6 STUDS AT 16 O.C. -ACOUSTICAL BASE WHERE SCHEDULED STAIR ENCLOSURE WALL LOAD AND NON-LOAD FLOW 4 COMMON WALL - 1 HR. 5 BEARING WALL - 2 HR. EXTERIOR WALL 6CAI IN • I'.O' �ETG�Q °�►-E= 1' • I'-O' t MI dCALE, 1' •aV-O'�. OTC-Nay FM , M eCALE, IN . I'-D' BO4Ji& OTC-,Ice WALL TYPES NOg5; 1. STRUCTURAL SHEATHING MAY NOT BE SHOWN ON WALL i STRUCTURAL WOOD TRUSSES TYPES- SEE STRUCTURAL FOR SHEAR WALL/PANEL — p� 2. W%66 SIZE AND SPACING SHOWN ON GALL TYPES W� R-38 FIBERGLASS BATT MAY DIFFER FROM THAT iNOICATED ON STRUCTURAL \ INSULATION DRAWINGS. IN ANY SUCH CASE. THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT. — 2 LAY€RS OF 5/8' Fite Non,.: 4OP-AA62 TYPE X. GWS Edlt Data: 3/4/2000 2:14 PM 11 CEILING-ROOF TYPE - 1 HR. PTIR , 1'TR 6CA1 i• • P-Ii'r _��---�- • 1:1 FIRE'-RESISTIVE SYSTEMS DESCRIPTIONS CI'-6 3/4• n1 INTERIOR WALLS T� © F10ORS/j0 EILJNGS (1) HR. ASSEMBLY: GA FILE N0. WP 3605 (2) HR. ASSEMBLY: UL DESIGN No. L511 • if �-,?xiP� BL(.7CKING IVERfFY OR 1�W) co co Q I ONE LAYER 5/8' TYPE X PLAIN OR PREDECORAIED GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE 1-Finfborlrnish 410" Topping M13ftccrw-5 gd. max of rater to 100 be of floor topping mixture. Compnw*e strength 2000 psi min. co cc —EXIT r Wa L ICM4T IiIE It aA 4T GOPlC. I APPLIED PARALLEL iGHTO OR AT RT ANGLES EACH SIDE OF 2X4 WOOD STUDS 16' O.C. WITH 6D COATED NAiLS, 1 7/8' LONG, 0.0915 SHANK, Thicknen 3/4' min. when used with 19/32 in. thick rood structural ponwis; or 1 n. min. when used with 15/32 in. thick wood TOFT-f .= ON WOOD JOISTS 1/4• HEADS. 7" O.C. JONIL OF SQUARE EDGE, FtM EDGE. OR PREDCCORATED WALLSOM WAY BE LUST ExPOSED. structural panels. 2.Crow Bridging-1 by 3 in. ___ ^— T 3.tUload Delete-2 10 2xlO FLOOR JniSTS 4.Wood Job spaced 16 in. O.C., firwstopped. w `- Furring Charxxle-Formed of 25 iu4SG ekrct b atevl, spaced 24 n. O.C. rogolvaniz paperwAcular to jcietw ad kooabed 12 in. ' � �- JD18Tt3 I �_ from exh bn9 edge of boss krywr wallboard. Channels placed with 1/4 in. clearance at the wads and fastened to each j-%W with ------ _ - _ - --- - -- U 1)®CD1•-7/8 in. long ftwdng channel wren. Minn end clearance of channels to wok: 3/8 in. Additional piem. 60 in, long, placedui 2 INTERIOR WALLS it ol:11rabhy od)wont to .tAnvls for attoehmmt of end jams of second layer, wcured with 1-7/8 in. Wq furrksq channel screws p5� i (2) HR. ASSEMBLY: GA FILE NO. WP 4230 drfwrt :.h"xsgh trabow,. tv joists. Ends to wxiwrd 6 in hsyacd each side of and pint. -__ 5.Walboardt..»: -a/6 in. thick, 4 ft. wide. First lays, installed perpendicular to joieb with tutted and joints of boorox locatrd at i --� 2x6 WOOD STUDS 24. O.C. WITH 1 LAYER OF 5/8' TYPE X GYPSUM BOARD APPLIED AT MW ANGLES TO EACH SiDE OF STUDS WITH 2 1/4' TYPE S VO )oMts- Nosed to joists with 6d cerrAM coated cooler nab and spaced 7 In. O.C. In Ilse field of the board. Nab to be 1/2 z P� � I 2x4 CLG JO16T6 AT 16' O.C. DRYWALL SCREWS AT 24. O.C. FACE LAYER OF 5/8' TYPE X GYPSUM BOARD APPLIED AT RICHT ANGLES TO EACH SIDE WITH 2 1/4' TYPE S DRIWALL in. from the Dulled end jrlirnta. Second bye1 secured to furring channels by 1 n. klnq walboard ecnww. with kxg edge � � � 1 - SCREWISAT 8. O.C. JOIlTS STAGGERED 24' EACH LAYER AND SIDE S 1/2' kINEfl/ll FIBER MSlMAT10N, NOMINAL 3 PCF, FRICTION IIT M4 S'M(D SPAT fieWndir:ulor to the fusing charas, with One center line of boors located under a joist and ea pksced that ow long edge joints �• an etoggwrwd with the butted end points of Mw first layer. Secured to furrWq chawnele with 1-n. woomd screw 12 in. O.C. ..J BI&A end pule of walboard fastened at oddWoro furring channels as shown in and joint dela". ,IA screws located 1 and 1-3/4UJ —SAV'6M U29, 04AW31ER in. from ;:w b q edges and the trotted end of boards, respectively. r- 6.Screw. Funrkw) 4hOwW-Cave-horderwd steel. 1-7/8 in. kens 0.150 n. dlan. *honk, diamond point. 033.' :n. diem. Phimps-type 0 ® head ® EXTERIOR WALLS 7.Sctww. WaWAard-Cove-hardens.! �toN. f in, ". 0.150 in. diem. shank, self-drillirg and self-lopping, 0.135 in. diorn. Pfellipe-type 0 2) LAYEi* 5/B' 'x' cim (1) RI WALL LY: GA FILE Na. WP 8104 head' 10 01`4 NEW CEILIIWs JOISTS 3.Fw0*V *tem-outer oyer walbocxd Johlts eovared with fiber tape and jrent compound. As an ofternarte, nom 3/32 in. thick dMONS �n veneer plaster may be applied to the entire surface of Ctossified venver bonbmd. Joints reinforced. --FIrDETOCwL^At36 TBATT *ML. BMW sloE: 2x4 WOOD SRO 24' O.C. WITH ONE UrFD 46• WIDE 1/2• TYPE x GYPSUM SFtEATHINc APPLED PAPALtEI To 2x4 wood STUDS 24. O.C. O . WR1 3/4' GALVANIZED ROOFING NAILS 4. O.C. AT VERTICAL JOINTS AND '7' O.C. AT INTERMEONTE STUDS . FACE LAYER 5/16' X 12' WIDE MAXMNtM PROPRIETARY FIBER-CEMENT PLANK LAP-APPLIED AT RIGHT 44GLES TO STUDS WITH Rd CORROSION-RESISTANT NAILS TO EACH STUD. _ __ _ _ ___ x ii -2x6 STt.IDt3 AT 1E,' p,G rExlsTinlG WALL) INTERIOR SIDE: ONE LAYER 5/8• PRop Erwr TYPF x Gypsum WAtLwM, w7ER-REWANT GyMN WMARD APPLIED IARALLR TO STUDS W" � FOOTNOTES TO FIRE RESISTIVE SYSTEM (DESCRIPTIONS 0IIIIIIIIIIIIIII Ind O 1 7/8• SMOODT1f ROUND SHANK WA-% 0.088' SFfAhN(, 0.27`; READS, 7' O.C. JOIN','* STAGGERED 24' ON OPPOSITE SM. (LOAD BEARING) T WHETZE WOOD MEMBER SIZES AND SPACING IN ASSfP.69LY OMRpTKw CONFLICT WiTH NOTED SIZES AND SPACING ON CONSTRUCTION DOCUMENTS �° TYPE 'x•GYP BD. COIbTRUCTK)N DOCUM MT5 TAKE PRECEDENT, DRAWN � i MFZ. teATMG T14i13 WALL OVER _ INCREASED EQUAL TO THE >'►{�(� � AM �MA/f�Rllil.N6 REQ'MTS. AT Sh4EAR WALLS, Tib PRESf�Bf.D FASTEHFRS 4F14GTH MUST BE gde 0t411111OKED Nt MEETING ROOM _ _���- --- —_ �� -� 0 ESTIIMTED S.T.C. FOR THIS ASSEkIkjLY • 40 To 44• THE ADDn10N OF ON SOUND BATT AND (2) LAYERS OF 5/8' GWB ON BOTH SIDES OF MARRNGE ROC n 44 WOOD TURUSSES Q �sT(1t 50 R 5/MORE. 'X' � � SPECIFIED WAMW REQ'MT*:,. STRUCTURAL PANE. BRINGS THS WALL Air DATE (1) HR. ASSEMBLY: GA FILE H0. Flt; 2602 OCTOBER 3, 2006 a, Q EXTERIOR WALL ASSEMBLIES ARE DESIGNER) Foot FILE RESS1K SYSTEMS INOEPDIDETNT OF EXTERIOR F1NI5 a APPLIED THERETO. 60ALn In m BASE LAYER 5/8• TYPE x GYPSUM WAUBraARD APPLIED At kW ANGtB TO WOOD ROOF TRUSSES 24' O.C. WR}t 1 1/4• TYPE W OR S DRYWALL Q DETAIL AS DRAWN WR (2) LAYERS 5/8• TYPE 'X' CONSTMM VXTIPLE LAYERS". COmiWFMTIONS OF 1/2' AND 5/8' TYPE 'X' GO ARE PERMiiID. AS f DOTED a SCREWS 24' O.C. FACE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPaUM VENEER BASE APPLIED AT RKWfT WXI S TO TRUSSES WiTH 1 7/8' TYPE W OR S DRYWALL SCREWS 12. O.C. AT JofNTS AND ATE TRUSSES AND 1 1/2' TYPE G DRYWALL SCREWS 12' O.C. PLACED 2' BACK 06-140 m ON EITI" SIDE OF END JOINTS. JOINTS OFFSET 24' FRfim BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING i/2' w= STRIlC1 wL mm owdiff ou N APPLIED AT MIT ANGLES TO TRUSSES WR 8d WAS. APPROPRNTE ROOF COVERING. PART Fit* Name: 4OP-AAe2 ROOM SECTION C m -- ------__,-___ �+_ — —_ E Edit Date: 3/4/200(! 2:16 PM r j AA8e2 File Name: 38p-a11.dwg � Edit Date!: 09-20-06 (14:02:46) a 111111111110 dme if Y u I ,.n,.i • _ .,. .: .. :INN ,..�+.. ..,.16,,...,SvYry*•...,�o.... . ..• ..: ' e' ;. _, »� -. .... . .. �._ - __ • i _ �t4 Y .. tY',411SMihA'M,YYWR.oF.*v*,.c'.', `•:"+:'M t.I.,w M:t +'W M,'N ' er , . � , � � • � � � (''�' ` PIT r #� 1 'il { ` � WIIIJI � sir t s � ll.11 llltll Llife 9 t�ll�ill �- 111�1�11t1 ll1 illlWl.l�il�l (lll�1W lWlllll Illilll ; j r , •Wlrw,V:..::v✓M,wrM.1:N+tr•"'..M„-Mw•T:a+6U+rtlWM•I'+M,YC'.+ArYA:..Mlyltl+•M-.+.16t�.,�1w,1,�..+MR�...xw...+..L,!.'YW(JF tr.�M+F..ww .. Y ' - v .,. ,yyJ„a,,:f:,•.,-,.YW.Mn11rR -"I�K' "'�I.T'a.�l,'M.�.:M'YIIY.�IOt'-w. :-4w1.'r..;WT.!.IWn.-_..:Mr' !"....x.:,14M1r+iW+twY.1R:..MIr..I./Y,.,ei�".. - .wlu.-u-,IYYiW/OY.'u.:44fJ11MmIM dr`rYww.a.. ai -.,.1p0..Yt.,.nR,R.»✓.•,••••, •u...M1�a.r•C.isw_3.61.1*'+.:,iiP:IC-+..pse:-.a.. I �`,. ._.:I.- .. •-"..•n+.INN•Ndi.r� '.. .•,...,Y'74!ww�l!^.nR" rr..5tt^�-e..•,4,ryP' '1e10fMr YMr6M1ld►MR'.dR.MI►rn.::gmll. "•�” ..:.,...�i'r_........... �' - _ __- _ . -.'-.••. I .+4. . .... WM,+-'^-earn. .L ...i..]fgk.Irv.+wgl'/evu0 Y.aw.tY...�r.+rarMW<• •.,,�•.,....4rw.1Cu+ .. ...area.a'a..a,a4hnMYi.MYY+.fx•►w..ilY'+..._ .��.�*Nrif.tG.IMVli.++u,r,.w.ew.c A"r i l i r?: i , A�! F. FNKVNNCWO my B A PREFORMED, - PREFINISHED PREFORMED, METAL CAP PREFINISHED FLASHING-- 1 1/4' LIGHT WEIGHT CONCRETE METAL CAP PLYWOOD SUB FLOOR I FLASHING -STANDING SEAM METAL ROOF { STUCCO TYMPANIUM I -- 2x10 JOISTS AT 16' O.C. r— -� ET(ISTING POZLDK SPRINKLER SYyTEM -- 00000 STUCCO CORNICE - -- OVER S'FiAPED E.P.S. . . STUCCO CORNICE E.P.S. OVER S OVER APPROVED FMPED - —•" O OVER APPROVED SU@STRA IE I I SUBSTRATE I qrm I I I I 11111, I t i t I I i I I I I I I I I I I COLULN — SEE ► I I I I I I l� I I I I I I I I SU'.'PEN[)ED CEILING SYSTEM (FOR RATED SYStEM) �., ✓ I I I I I I I I CHICAGO METALLIC FIRE FRONT 1250 SYSTEM USG AUPATONE FISSURED FIRECODE PANELS GFRC COLUMNS I I �___� V r I I --•.----•� � - I I � . I ( EXISTING y/8- TYPE 'X' GYP B(1ARD ON I I `GFRC ( iJ1 1 -0 DIA I I I 2 -0 I I 2x8 STUDS AT 16' O.C. 1 1 I I f l I I I �y�� ,■i. �" I I I I I I I I I I I I I I I I I C�, RB I I I I I I i 3/4' a I'- m' File None: 17d—SPAC.dwg � CONC. CURB Edit Date: 12-•22-00 (,.40:55) t I/ NEW FINISH SYSTEM IN CORRIDOR FOLLOWS UL DESIGN No L206. " J 1lEll 1. 2 eta,; APNROXIMATES SYSTEM No 6 OR SYSTEM No 10. ��; CROSS BRIDGING DOES NOT EXIST DUE TO SHORT SPAN. ITEM 5: 2x10 JOISTS AT 18' O.C. �6; FIXTURE PROTECTION BY BAITS AND BLAJ41KETS 1 1/4- THICK. w IMA 7: FLEXIBLE STEEL CONDUIT INSTALLED AT FIXTURES. Mj"- RECESSED FLOURESCEW FIXTURES BEARING THE UL LISTING, CANOPY END ELEVATION, CANOPY SIDE ELEVATION NOMINAL 2 4 ft. NOT TO EXCEED 8 OIG. ft. PER MAX. p. ft. CEILING AREA- ,=CANOPY No 12 StIYG GAIN. STEEL HANGER WIRE SPACED A X. 4 h. ITEM 10 STEEL FRAMING MEMBERS, CHICAGO METALLIC CORP. TYPE 1650 3/8■ ■ FIN NonN: 06410. FIN Nome: 064be.dw 11: AIR DUCT-NONE = 1 - 0 Edit Dab: to-02°0 (+'��n s y 3/8 1 Edit Dab. 10-02-08 (14.46M) MN-U- DAMPER-NONE TL 13: ACOUST+CAL MATT-PK--USG AURATONE 3/4' NOMINAL 24 In. BY 48 In. HOLD-DOWN CUPS REOUIRED ON CROSS TEES AT 2 ft. O.C. STATEMENI: SYSTEM WATCHES AS CLOSELY AS POSSIBLE TFIE UL SYSTEM AND RESULTS IN AN NIPROVEMa4T IN SAFETY OVER THE 805TWO SYSTEM. DUE TO THE IMPRACTICAUTY OF MODIFICATION OF THE SP LER SYSTEM AND DIRECT PROTECTION OF THE FLOOR JOISTS ADM P94M AND WANG THAT EXISTS IN THE CORRIDORS. PREFORMED, B PREFINISHED METAL CAP FLASHING PREFORMED, /— DING SEAM METAL ROOF B PREFINISHED 1 2' SHEATHING STANDIN SEAM METAL ROOF METAL CAP FLASHING PRE-ENGINEERED TRUSSES AT 24" O.C. ENGINEERED TRUSSES AT 24' O.C. 1/2' SHEATHING _ STUCCO OVER APPROVED ?.4 Gil G.l. FLASHING °S SUBSTRATE AND 2x SHAPES 4x1 f3EAllA ��:�\ CONTINUOUS ;�, �� I --1/2 SHEATHING ` � / •�• PREFINISHED M 1 1/4' LIGHT WEIGHT CONCRETE —2x10 NG METAL GUTTER OUTL E AT 2 O.C. —24 GA. G.I. FLASHING 3/4- PLYWOOD SUB FLOOR - FIBERGLASS BATT INSULATION DOMMSPOIlf fNS10E --- _ DRIP EDGE� - 2x t o Jaws AT 16" D.C. DRIF EDGE - -- EXI5TING POZLOK SPRINKLER SYSTEM FASCIA - --- - _-�- --- - - 24 GA. G.I. FLASHING - - - I 24 rte_ �.I. FLASHING NEW 2x6 CEIUN16 JOISTS '-b V ' I I I I I STUCCO CORNICE I I I STUCCO CORNICE MINERAL Fleas INSULATION �,� 0 I I I I OVER SW,-'D E.P.S. I I I I I OVER SHAPED E.P.S. ft I I I I OVER APPROV`.D I I I I OVER APPROVED Lu I I j I SUBSTRATE I I + I I SUBSTRATE � � Z I I I CONTINUOUS SOFFIT I I —CONTINUOUS SOFFIT I I I I I VENT 3 I I I I I VENT �... I I I I RECESSED LIGHT I I I I °`,,EBBED LIGFfI (2) LAYERS 5/e' TYPE 'x' GYP BOARD (� FIXTURE Nn FIXTURE EXISTING 5/6- TYPE 'X' GYP BOARD ON SUSPENDED CEILING- I SUSPENDED CEILING- 2x6 STUDS AT 16. O.C. I I I I I STUCCO ON APPROVED I I i I STUCCO ON APPROVED `� "� I I I I SUBSTRATE I I I I SUBSTRATE ++cvp— 5YST� F-- FLtx)( I I I I 1'S 4x4 COLUMN — I I I I I 4x4 COLUMN — /_ SEE STRUCTURAL f t I sS(- �- �--�^•C7'S I I r 1 1 FOR BASE PLA I I I I I STRUCTURAL G V� W I I �/^--C,1NC. URA I I I 1 I I 3/4' ■ V- I®' File Name: 17d—SPAC.dwg . l s�' I , ANCHORAGE AND 1� __ o I FOOTING SIZE 4 Edit Data: t 2-22-00 fm."m) -- 3:1 r 40 a r+�ROPOSM ALTERNATE METHOD OF CONMUMON IN IMPROVED SALTY. J THE EXISTING STRUCTURE IS INDETERMINATE: AS TO EXACT MATERIALS USED IN THE FLOOR SYSTEM. CURRENT CONSTRUCTION WAS NOT OF A FIRE RATED SYSTEM. THIS IS ALSO AFFECTED NEGATIVELY ® • � "� 1'-0' Z'-O' �'-NO' 4'-IA' 2'-O' THE POZLOK SPRINKLER SYSTEM WHICH LITERALLY CANNOT BE TOUCHED OR MODIFIED. THIS ELIMINATES -" — - THE POSSIBILITY OF ADDING, UPWARD HEADS IN ANY ENCLOSED SPACE OR CHANGING CEILING HEIGHT 3 MOUND THE SPRINKLER HEALS. THE SOLUTION OFFERED HERE IS FOR AN ALTERNATE METHIOD OF CONSTRUCTION TO IMPROVE SAFETY. THE n-OOR AND JOIST SYSTEM CLOSELY MATCHES GA FILE No. FC 5119 FROM THE 17TH EDITION OF THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. CANOPY SECTION A CANOPY SECTION B THE CEILING CONSTRUCTION PROPOSED IS 2x8 JOISTS AT 18' O.C. WITH RESILIENT FURRING ■ M a CHANNELS AT RIGHT ANGLES TO THE JOISTS APPLIES WITH 1 1/4' TYPE W DRYWALL SCREWS. DRAWN 3/8 = - O File N0^~' ° '' y0 - _ FIN Nome: 084be.dwqq - APPLIED TO THE FURRING CHANNELS ARE 5/6' USG FIRECODE C PANELS APPLIED AT RIGHT ANGLES Edit Dob: 10-02- (+r4e>lW 3/a � - 0 File Date: 84be, OQ (+4�a) TO THE FURING CHANNELS WITH 1- TYPE S DRE:WALL SCREWS AT 12. O.C. g(i@ CHECKED THE LOCATION OF THE EXISTING SPRINKLER HEADSREQUIRES THAT THE CEILING BE LOCATED IN A ROC ffik MANNER THAT LEAVES A 22-1/2- TO 23' CAVITY ABOVF. THE CEILING. TO COMPENSATE FOR THIS DATE INSULATION BETWEEWITHOUT N CEILINGJOISTSTO REMWE DUCEE THE PROPOSE XPOSUREU IN THE/CAVI Ye AND THE STT OCTOBER 3, 2006 EXPOSURE OF INDIVIDUAL JOISTS IN THIS CAVITY. THIS IS BORROWED FROM GA FlLE No, FC 5120. —AN ALTERNATE CEILING WOULD BE AS DESCRIBED IN GA FILE No. FC WHICH DESCRIBES TWO AS NOTED a_ LAYERS OF 5/8- TYPE 'X' GYPSUM BOARD APPLIED AT RIGHT ANGLES�TO�THE JOISTS AND THEN AT ,K3D ND• o RIGHT ANGLES TO THE JOISTS STAGGERED WITH THE TJE MSE LAYER. 06--14_0 EST 0 0 CN v AA863 6 or R? of 0 r� File Name: 38N-aI1.dwg Edit Date: 00-20-06 (1402:46) a ERE. . q1R"q01j1 00 ' T11 11 271 � t �TII�f T [�1 IIlI1�r�T�T�r�T 1�I�1�7 1�TirJl TJr11�1 rTri T -I-rlq -ql-1111 , 6 ' 8 911 I (E I , i � 11 #121 N0.36 w 1 d t, ' ■` 1 9 6 I I j)I IWIo1 I I I d.. ---a.-...>...r,.., ..r:•.r.- .........n'....Nc.:,,.e.r�M...:•.,-..<-rrww+o,,.,.,,.*,..�.�...,.-:,,r,...+e.i..�..�m.+rxar..,.. - +Aw,•,„ •••wva.1Y•!.•rwieaal.wuw,...—.�a►...�t:enNlll�.�•..+P....s•-+-O.:n+...:n�,,.,,r... .a.,w:.'rr.. :.awieraehwr.-......erw+wrw.wlY.gt.. n'Iw'.,kn." .- +1c...r-•Aea. ..+-y,�l"_^^. ...r'y�/re■r.ABT.wA[-?.YwO!'......ow..W'.uw..Ms«ly.'9wn,rt JcwmO"�"YY•:4aa+' '• '4::':,'. , r'setR.Y'. -M•lYl'1'lbP1 'w.wrrm +s*tl^'.r.:'!M�'4u:,r'7�rnMn�'.':.+er�..,:yS7Jv,r,�...:'s •, — - - - ..- ... ;,; ti