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9430 SW CORAL STREET-3 c I V :OSEFh E pRAua " I\AARTIN {NEVI E W ED C=��% -�--, k/ MNSTEAC C ANAS, OREGON . & Assoc . Inc ' OF Validity of Permit W s [TTOM The issuance or granting of permit ® .T or approval of plans, specifications anti computations shall not be construed to be a permit for, or an I I i ?'� � _ approval of any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. SITE-LOCATION D � S.W. CORRAL ST. - PLAN CHECK { S.W. LOCUST 8T. ,w°r"he Cory C)q sn rxm w00r�-r.go one Pn.ppws 10 new mrrr„ir • KRAUSE f tys: � °� ' i1 '\ wqurvrrrA.d.ra Cow rna;ti -►•. a •» .nr n,.pw•,doaa rarM, r:�a�t� �j,� .� J�.�� ARCE� ITEC � P, C p,rsur+t n.rwo.rtiu nw ocnww.,.aamn�rwwon a.,ou,wnr.K sdt .PW�a w+, lwl!a;oma n 217 S.W. OAK ST. c.a - / _, rax 33)b566291 1 ���+� 15259 S!- 82 Df r SLAT 202 (.:ukamtf, Oregon 97W5 I WINST�AD & ASSOCIATES PC '•EgE PDMS .4£ rNE I C4 sr b r ry, C� CNE 29u LC`NG r' F0. EJX 2198 Ac'E 70 9E 1r�F.oc`L'vGE OREGON CITY, OR 91045 PFM'f ' TWE E�rxc E`''E'` pFe•r a�pn�CF tNt AR1G•+"ECr 503-123-8003 To* Cc• MACrCW rC C••ESK A�,D �4iF A.L C•`•Eti9�.9 A%J 51TE CC�.D '_*,9 A%-- IM-c-'ANT EMZQ,) 3 i^4 cr"^55,CA9 TO rWI0 pQ wF VICINITY �A�ICRA 5WARrOrCECENCrCw -ATidN - Co,,.�r.� �.�C�,.�CORAL STREET ELEV .1; ,:d`9N0�£ �.EGE:E,CE OWNER WNER S, W. _ --- NOT TO SCALE RENAISSANCE DEVELOPMENT INC. 1872 S.W. W"AMETTE FALLS DRIVE WEST LINN, OREGON 97088 OF DRAWINGSPROJECT LOCATION CONTACT : RANDY SEBASTIAN LIST CITY OF TIGARD 603) 867-6739 - PHONE � - - �..._ —�------ approvea Condit,onauy APProvea (603) 572-2587 - MOBILE J MARTIN OFFICE BUILDING For on',y the wo as e) (603) 868-1801 - FAX FIRE PROTECTION (DEFERRED SUBMITTAL) i PE.^AT No n/ ARCHITECTURAL 9450 S.W. CORAL STREET Se©sett©r to:Follow GENERAL CONTRACTOR - , .to: CITY OF TIG ,I�Atldreab. Dau' � - �"— �"ITLE PAGE FS1 U.G. PIPING FOR S.S. �y -- • l�IAISSANCE DEVELOPMENT INC. Al WASHINGTON COUNTY, OREGON 1072 S.W. WILLAMETTE FALLS DRIVE FS2 FIRST FLOOR SPRINKLER PLANS WEST LINN, OREGON 97088 A2 SITE PLANSTATISTICS (UBC) CONTACT : BUTCH CARTERBUILIaINC� • (603) 867-5739 - PHONE A3 EXTERIOR ELEVATIONS FS3 ROOF SPRINKLER PLANS (503) 515-4816 - MOBILE (603) 868-1801 FAX _ I / � 1. OCCUPANCY GROUP B. OFFICES(Ti ABLE 3-A) i N S MECHANICAL. ' (DEFEFMED SUBMI rTAL) A4 EXTERIOR ELEVAI �vlv � - ----- 2, TYPE OF CONSTRUCTION V-N (TABLE 5-A) 2 STORIES ARCHITECT � - ,� ---f_� --- -�---- AL L KRAUSE ARCHITECT P.C. A5 MAIN FLOOR PLAN M1 SCHEDULES, SYMBOLS, SECTION 3. FLOOR AREA: NEvv Ij 0269 S.E 82nd. Dr. SUITE 202 (A) UPPER FLOOR-OFFICE 8503 SQUARE FEET ? CKAMAS, OREGON 97018 Ag UPPER FLOOR PLAN M2 MAIN FLOOR PLAN - HVAC -4111 - PHOS (B) MAIN FLOUR-OFFICE 8809 SQUARE FEET F-- 6603� 058-0297 - FAX M3 UPPER FLOOR PLAN - HVAC 7 A7 ROOF PLAN TOTAL 17,312 SQUARE FEET � �A STRUCTURAL ENGINEER ELECTRICAL � I �— A8K4 ENC9IEER1ING, INC. A8 BUILDING SECTIONS �� f 8LV[� SUITE C 4. OCCUPANCY LOAD: 17,312 SQUARE FEET TOTAL 39084 PROCTOR 0 --� BANDY ,OREGON 97066 A9 BUILDING SECTIONS E1 PANEL SCHEDULE CONTACT: SETH LIGOT �A) UPPER FLOOR-OFFICE 88 888-6550 - PHONE 3 888-5239 - FAX OR REFLECTED CEILING PLAN E2 MAIN FLOOR PLAN - POWER (B) MAIN FLOOR-OFFICE 89 lu jW3J 60 A1t� MAIN FLOOR Q CIVIL. ENGINEER / LANDSCAPE REFLECTED C`ILlNG PLAN E3 UPPER FLOOR PLAN - POWER TOTAL 175 (TABLE 10A) � A11 UPPER FLOOR U w CNF ENGINEERirK�, INC. E4 MAIN FLOOR PLAN - LIGHTING V 0222 S.W. VIRGINIA AVE., 3127E I 6. EXITS REQ'D A. _ MIN. 2 EXITS > 30 OCCUPANTS (TABLE 10-A) PORTLAND, OREGON 97201 Al2 DETAILS B. 2 EXITS @ SECOND FLOOR (SEC.1004.2) CONTACT: L. BRAD CREMENT, P.E. E5 UPPER FLOOR PLAN - LIGHTING 248-1200 - PHONE N 603 A13 DETAILS tt 3 248-2679 FAX L, t-, � � c60 1 E6 SITE ELECTRICAL 8. ALLOWABLE AREA: A. BASIC ALLOWABLE - 8,000 SQUARE FEET rte) 1— DET INT. ELEV S, SCHED S. •6 4 605 B. YARD INCREASE - 4,000 SQUARE FEET lii _i w PLUMBING A14 HANDICAP (sEc e , ) ._.,,.. -- CIVIL 12,000 SQUARE FEET �- CRAFTWORK PLUMBING, INC. ARCHITECTURAL SPECIFICATIONS MULTI- 7742 S.W NDWS AVE. A15 SEAVERTON, OREGON 97006-8400 VER SHEET C. REASE STORY -----. � CONTACT: PHS ENSMBIGER � C1 CO INC X 2 214 T5 I STRUCTURAL (TJI ENG. DEFERRED SUBMITTAL) 1603) 844-6989 - PHONE ! 603-844-6989 - FAX. ,� TOTAL ALLOWABLE - 24,000 SQUARE FEET JUL"T" 21, 2pp1 - --� C2 EXISTING CONDITIONS PLAN A) NOT PERMITTED LESS THAN 5 FEET CJ cr No.: MECHANICAL S1 FOUNDATION PLAN - 7. OPENINGS/WALLS � �- MEC C3 DEMOLITION PLAN PROTECTED LESS THAN 10 FEET B) WALLS 1 - HR. LESS THAN 20 FEET m©m» ROTH HEATH S2 SECOND FLOOR FRAMING T: JERRY THORNHlLL SITE PLAN (TABLE 6A) CONTACT: C4 603) 703-9409 - MOBIL PLAN \ t S3 ROOF FRAMING C5 GRADING & EROSION CONTROL PLAN 8. RESTROOMS: A. (2) UNISEX RESTROOM EA. LEVEL MECHANICAL ENGINEER S4 STRUCTURAL DETAILS • � $ �. � C6 GRADING i� EROSION CONTROL DETAILS _ FOOD MSR 85 GENRAL STRUCTURAL NOTE. CONTACT: CLIFF HOOD `- MOS) 231-7626 - PHONE C7 STORM PLAN ?LAI My IF-N CtA4rETstt� : ! (DEFERRED SUBKVTTAL SANITARY & WATER PLAN !► _WwlCT T© vopmI fs 170?��U �f µ]p.LLS QB UIRE� T� ELECTRICAL PLUMBING C8 w To VE���s-43 -M coMl�l,r�x� ATIENTIc3 l5 REQUIRED �.T.-L�tG•r ,E`TRa"11INTO DOOM FERRY ELECTRIC INC' P1 MAIN FLOOR PLAN C9 LANDSCAPING PLAN w,, � �$�.,�, SOX 828wore- * A S,c'>It�, �f'�-r +`> C �' . P.O.P.O OREGON 97070 C10 CORAL STREET IMPROVEMENTS p��R ro r��NbA._rION ! TH 1 K� 7a VO.Lt DP�'i� �N flu��� �L �-=�� Nv. OONTACT: wOODwoR P2 UPPER FLOOR PLAN 1603) 8852-4988 - PHONE ! 503-882 7948 - FAX. ��� �>� � C11 DETAILS FIRE PROTECTION -_ �A TOP cam- C12 DETAILS Coral Str 9170 F� S BUP2001-00785 OM sw TIGARD A �I 1 MGM ems C13 DETAILS OF FIFTEEN i T1filA�iDA�T Own a&ew mom y' .ss• -,. ..s.iF;{It' Y1151Y711.+V,�3R�'SJU'. }S{:i b � ,,, �. tr. , ., .. •:_ ,, ;,..:. • , ,,; . ., '., ,, °• _, � I ill! I I II I I I I VIII II II IIII IIIA I 111111!1 IIII IIII Illi I;II ;III IIII IIII Ilt III ! I IIII II II 1 I II ' Cr I I 3 1 I t fit t3 14 Ile I I® IO X10 I 1 ( 1 I _ 10 .,da 21 2l2 2l3 I Y4 I Stld a'a 27 1d Zii 30 L+ _ • X4#}'1 � I, ,a y�tr1 , '�+ <.. •na•{ir: ;•:+R R'!WfW!•i" "e,'P,.: ' t '; •fir. k M n- 1 ;. a ,y,tr-„r ... ,, :. .. ,.'.,1 .`I:...-. ,. .r • ""� kr;- 1. �.� ; .. 5 r f _ ,+x' P .. r , •d 7 .. 'yt. : .1: r.,,.,: � . . ... • T '^rS jT�+W F�I..,•r�IrL17J�V � 4w7A{'..-:SMt�'yi.3h:&Ja ;�'!� ,.•�t�(• '•h I w^ ,Ry t •n RI 4Y I FLARE &ODES W% FOR LANDMIS 4'OR WIDER AIV /33* FOR ---- JOSEPH E. KRAUSE A / LANDt�Yis BE TUlEEN 3'A C) 4'M WIDE ` 5 - -L , (L)NFW TR C0W4'MH ' AY�Wj_ ALTERATlOI.S 3'MRl ( ANAS REOON � . 00 9 z 189.98' NOTE: (U ALL CIF-40ES 54CUN ARE APPROXIMATE. I - — —— • —— T- I I CONTRACTOR TO vERIFT' ALL EXISTING c I I I AND FINISH CsRAG•ES• ( 41 NORrt • I I I I 1 (?.) VERIFY ALL PROPERTY LINES ` 3'MN -_ . I i`_• I l i r•� '/ (1� 1 � DOW. � l (3J SEE OURTICN ENGINEERING SURVET' PROJECT • 99-f10 FOR DETAILS . GRADE - � RER�'END1cu1_AR SIOEi.UALK RAMS' DETAIL - c I / II'-m I , - ?4'-m" I li'-b" m '-m" VERIFICATION I J (ueE 'PARALLEL OR Corel►&D RAMP DETAIL ,0 I M1�i}- --'-- __ _. ---- ------ -- MN, (4.). NTRANCESIGN INDER SEPERATE PER*11T ! U&EN REO D LANPM CANNOT DE OOTAI EDJ c I ^ ' (5.) ACCESS BLI E ROUTE I i C Neu! OI 1 i:e 5u, 1c inq ?x MAX SLOPE a ADA PAIWIN5 J / 5% MAX SLOPE IN THE DIRiECTION - �ImERs� 0 LIP I I F.F.E. ??L3m t , ? STORY ) i II \\ of TRAVEL - ?x MAX CROSS SLOPE — — c I VERIFY b � J I — � �� � (iJ DETECTABLE wARNr►J� TO BE \, 'S7A ni=ED CONCRETE (BRICK PATTERN) la" Ts. e. U u ' K RAU S E 1w`�`I�WOM I TRS+ SECTION A-A SECT/CNA-A I , AI I I SITE STATI6' TICS -- WI TN MONOL I TNIC CURB a s10EWALK ARCHITECT p. G I Iui 0101)6%AIT1 L SITE AREA " fax BO))6566297 I I 33,616 SQUARE FEET ^� VAN-ACCESSIBLE _ — 15259 u 62 1> __ _ _ I AA ?. OFFICE BUILDING FOOTPRINT (MAX 603 Ib809 W. FT.)) �► • --� 51�7e m1 D ' • • • r! dackarruf,Ckctm 4)01S MAIN OA09 SQUARE FEET •I' ACCESSIBLE RQLITL'• • • • FIE PLANS ARE FOR TI.E TOTAL $AM SQUARE FEET (?6%) CURD RAr� l CONSAND oN OF N t T M Lc� , . a .. � • • • � • � 1 // MTD AIS NOr TO BE I I 3. LANDSCAPING (MIN. 0% ■ b,04? SQ. FT.) � .j o•' • 4 o ODUCED M ANr wArc I WCONG SX411ALK ACTUAL 6,838 . ..L FT ■ (?0X) I • , 4 0 r r►+E ExEARCa/ . ONrRACr�IS TO CHECK AND C - 1CSN O iI /—i 1 4 • I • • • a ALL CN"�ENsiON9 AND SITE 74' I"Ll1LIC PAJDCM�R7 L r r I v n "OR OrNI551CIN„ TO ruts vAN .. 0 I �/. ZONE C-P .I lrlcvds AND 14�PCRr Av. s ^ v . ' E I=RIOR TO ruE START OF EASM EM C o e 5. PARKING STALLS REOV, A� SCALE: NTS ` TRUCTION.URIT'11N DIr'1E%5I Ns r9 uAyE PIpECEDENCE TOTAL REQUIREDr ?.1/1120L�7 MIN. �l STALLS SCALED DIMENSIONS NS c I LST— i:— I 30 STANDARD (INCLU.. 3 HANDICAP) PROVIDED I ——-- —— — c(w,R'GNr (zj ]c1C1 I I _ DOLLA w 24 COMPACT ALLOI.UED (W%) C or t Wree 24 ACTUAL PROVIDED j I j 1 h I TOTAL PROVDEG: ■ 54 STALLS �� i L?"N.T.9. I II i C II 0. 1• "' I 6. BIKE PARKINJG ■ I )5/KE PER 2,300 S.F. --- - 2% OM AL ENTIRE —"–'� � I — — — — -- — ■ T I�'F.QUIRED �PARrcMG . 1 AISLE AMA 'I. HANDICAP STALLS REQ-0 + - Al 54 TOT,,L PARKING STALLS ■ 3 STALLS RF-01D. z R►cE cTLIE�AN E I c C % c C 1� OVER ENTIRE PARK#,* II ( I S. VANi CAIRF'o��L STALL.3 0 1 A16LE AREA t-m NANDICRP STALLS■ I STALL RE,wr> I E tl • erT>E e►cN e �I 9. SETBACKS Ir / tx f A: CORAL 3TMET 10'-0" -- — — — — ----- — —I &IDES Ai N' NEAR YARD 10'-0" 189.9 PA101iC►�RSr WITH DMV 1 o r'OP&D09WALK I j % ;f AG4zr=G � L T mc:v. (� RW PLL erQC DI3ADILED PERMIT ONn.r ! I SEG'hpV l .2 9 - � A gfO1JD rtIOAAAL v)oLAToI�ece R To roWI1Je uvuEle 1 MAU. eons If I �1 7G11 AIS ' -SIS I N*?0!-'T101U MUST % Old e►uam AND f►& I `"J�1JllT1f� IDS 'TQ f �E 'I�1 —we ,( LP TO 0300 Olw BIL60 R S.0 . Coral Strdst e'-0"MINIMUM ' V r S ASN OE TA I L CURS RAP l P OE 7-41 L w x ✓ - '' '' ` � _ '� -'•• ,4Z SCALE: NTS �� SCALE: NTS -� cl ,\ / !' (� l /' ~/ (•f)7'X7• B" CLIIGDL►G � w 6/7E PL -- - - w (- U SCALE': Irl • 20'-0" — ~ U WASNINUGTON COUNTY, OREGON ,� �•'� r' \ I r/_1 ur nwTa1 eurLnw a•ca+c euc Z ��' e I I II I � M-L Ali.crLLa 0 174,01a L---JI I - - ,'- II 15M �aUav COW– SIT.PACE'CM © Q, ► \ �xaxw ` I 741=RA , 74 U I L———Jl CN 4.down 7X1. ::°oG —L — — — -- J - -- . 'i,-'-• , ,' \\ \ o � (i)�carr. " 1- vJ (� •L �� JUL 1' 21, 2Lt:01 RLAN SECT 1ON OJ GT NO. -RQJ 00090 j -=W–C*P M4TCN aRILD1al 4i 9WAR /Y ✓�/ •J�• ` tt I" "�" I r' IT .SI�.•1 ! \ If I 9LLCGUM9 - - --- - - -- - DOWD aaT-/ILACK l�MM / — — — —— — -- — — r _+ M'•r T-I'. M'-I' glp� j rA SI TE SEC7`I ON �� } OrRA6P CONTA INEIR NO: I. SCALE: I" a 20'-0" SCALE: 1/8" i'-011 Coral Sir.9430 �r�kf ;,r rI `n 2 of20 I• 1 � � FIFTEEN J. �� - ,, ;-. , . . , .., 1. 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X 12 I 2 X 4 FRAMING `p WATCH BY OTHER 1 CAP I?" 80LDEIR GORSE I - LATCHABLE 22X34') 4" MASO�.RY /VAPOR % VENEER `- BUILT-UP ROOF W/ BASE BARRIER ON ? X b STUDS I ACCESS DOOR W/ \\ �c L}• EXT. SHEATNINt3- • L6" p zrELF CLOSER /�� _f GYP. BD. W/ �"- FLASHING ON b" CANT �• TXT.YPE "xATOWM- ' \ MTL. BULL NOSE / � ?b GA GAL V. METAL ,� MANLF TRUSSES \ \ SIDING ON 3m'FELT TRIM VERIFY CURB FRAME �/ O GYP t'3D. • �" BRICK VEIJEER • 24" OC 1 NR WALLS � W/SEISMIC ANCt-IORr3 � '--� \ f AT I-HR WAL..L9- I SILICONE • lrir" OG. E.4 WAY �}"GYP. HD. \ ON �y" TYPE "X" GYP. CAULKING \ SHEATHING ON \�� ( O ( A ��4" T 4G PL YW'D I" AIR 5PACE 1" AIRSPACE (I)LAYER %' - l j" EXTERIOR PL YWOOD - I I TYPE "X" 6YP 80 1 I ( • 1 �•NQ W�LS I I I \� 16 GA Gd 3) 2 X b CRIPPLES I �--'- 1 - 1y" EXTERIOR // ? X b BLOCKING SCUPPER UU OVERFLOW FLASHING u ALYUKJOD I % • PERIMETER - - AND DOU,N SPOUT - I (DAJHEDI `_ Q SEE STRUCTURAL -" SEE b/AI2---1- i Ta IVSPiE-GTtJ)Q DETAIL • PARAPET 'INSULATE W/ R-19 FOR LADDER I I N��ftr,5 SEN;., , ,, MA�IIF WINDOW i i 2 X 4 STUDS • I6" O G. KRAUSE MORE YNIW " GYP. �D. � o L,,�. Parc SW,7taiu �o�l.�./ \� ! ''�vy4T'3V ro�gE , .,��- i i ARCHITECT P. C r TAI 5 DRAIN STOP ��`��.4f`� I I l o,l d 4M 1 PARADE DE L _ . Ck /�•�� SCALE, 3/4' • 1'-®" 12 SEAL r 3/4" • i'-©" - --�--�} StAe 202 ,5259 ' 41 4" BRICK VENEE ' l 7U�U6 T77!/5 /A17 c].c►.rna.,ck�AIMS \ A11 W/ SEISMIC - BUILT-UP ROOF BASE THESE PL aE FOR " t W1 SEISMS • FLASHING ON b CANT CONOTRLC �OF oNE M�LD1Nb ONLY ANIP ARE NOT 'O DE _,� 16• OC. Ea WAY 11 WINDODU JAMS DETAIL 14 ROOF NQT04 REF'Rrr TwED T 4VY�►. �- SID INC ON 30&FELT , \\ �j" TIG PL YUK�OD. LAP WALL MIN. 16" W/ ROOFING TO LAP FLASHING ON Ob" LN wCALE I% ," ' " 1 �� , �� W' F C-OP T.rE E� 'J9ED "Er-Kt N Al2 �' s I -(d \6121SCALE i ? = I -0 'FOP PEIII �AL L D�N5'O`15 AM.".) .4 ? X 4 DLKNG • 4' UK'.�D C � TYPE "X"G)-'!!.OD. � � Twe ca."Twit+o4 rwE Ls ro c.rEcYc AND _ �._ _-� LS"♦ STEEL ROD !¢DJCB - ? X i STNS • I6" O.C."- -- GALv. METAL CLIP uf�LDED 70 SIDE RAILS c w,c rwnw, R r RwE dr AN. ERh'ORO OR 0►�'9liON9 TO Tu+� 2 X 0 • ?4" O.C. I A_I eA„£'�cECENCE CChsTRUCr'ON ujetrTEN Dr""!N5 ON$ SLOPE CUT OR RIDGE INSUL GALV. METAL. ON • O✓ER SCALED DI�'�EN9�ON3 30 FELT ON IV Ccp.4.:,..r 2eco CD.X PLY'WYOOD EXT. PLY'ILD i - SUSPENDED CEILING LINE (40/20)ON 8 SCUPPER DETAIL -GALV. METAL FLASHING Iy" X 2 F.D. SIDE RAILS "7X" FL RLR ).STB. FELT " TRUSS OR J9T5. OR 2 X 4 f I • 10 APART BLK'G • 48" OG. (SEE FLOOR PLAN ROIL _ r -- , SIZE AND SPACIPI ) �4 T I \ " GYP DD fV�- �iaK Fa 1 INSULATE TO R-19 IGM 150. ON� BUILT-UP 4 X Im HDR DTC 51"P50N • j STORE FRONT--- � / ,r1ETA1. CLIP 2 X b STUDS • 6" O.G. Q '!BALL ANCi4ORS ` ?X FRAMING TOP OF WALL J SJ`1 TRIM STRUCTURE .� •..� " • IN PAIR6 • �'-b" O.C. OR CONC. WALL �,," PLYWOOD end NONRE TBEARING _ VAPOR BARRIER ON � W/ 4 0 LAG SCREW L AS OCCURS I �'� WALL PER MANUF. 19" EXT. 6WATHING - %' TYPE INTO BLOCKING /J RE016 ( "X" GYP BD. • INR WALLS \ I �NOLLOW METAL �1" BRICK VENEER IW SEISMIC �� FRAME I —4 X 11 HDR FLUSH FI INC RE BLOCK • I0'-m" MAX A —� AWCr"IORS • I6. O.C. EA WAY ► I r DOOR 1 a ROOF fr-A �' PE 7' L AOOErR OE 7'A I LI" ,•r; - i j' \` "�. I LABEL AND Z `2 X 6 / 2 X 4 STUDS 12 SCALEr 3/4' • 1' '� SCALE, 3/4' , 1'-m" ?m MIN Flt REQUIREMENTS w =i A9 NOTED II � AT EXIT E ' CORRIDOR HVA+: WIT - II VERTICAL COMPOESSION STRUT SEE SCHEDULE MTL. PNL ~ -xl • 12'-m" O.C. EA. WAY - as SCREWS • 12" II OZ. STAGGERED - -------- - ( � 4S' WIRE GRACE IN 4 DIRECTIONS r U • 12'-m" OAC. MAX CONNECTION `=' Z n DEVICES TO BE OF AN ,�� t R-19 BATT • WALL \� APPROVED, TYPE AND HAVE 9 INTERIOR DOOR , ATTACHMENT PER r _. U/ALL • ROOF SEF A 10.0 POIlJ� FASTEN TO I SCHED 23-II-0-1 V CAPABILITY / T-BAR RUNNER SCALE 1 rl " _" �'-�" I HANGER PER STRUCT W/ 2 X 12 JST9 PER PLAN 10 CONT. GAL V. FIETAL. CLEAT �' ✓ �/ I I" AIRSPACE TYP. DOOR Z3 Lu 000" TYPE "X"GYP, BD. EA SIDE TO I�CaOF �---: X PLATE - P.T. SLAB � lQ.4fTElQb PER PL.44 ~ �' VENEER TYPICAL GYP. BRD. W/ MTL. ' r � _ --6110FLCOR OR SLAB V lu I!WJ - DUlLT-UP ROOF W/BAS! - GYP. BD. fVELRIFY gE.TRIP'1 -I HR RATED SUSPENDED CLG ? X b $TLC WALL FLASHING ON b" CAN,i / � �� � Z /' BULKHEAD'� INTERIOR FINISH � � �—SYSTEM BUILT-UP 4 X Ira HDR �,- " rrPE ,X, oI 3 •/ 8" SOLDIER COURSE ?b GAAG L METAL ��CAULK M! -F OOR PANEL 15 INT wALL PARTION ul D L V Iu SCALE 3+�4' " r-m• MAIN N,� FIy • W-m" OG. LI A� DRIP SCALE j� " = 1'-m" SCALE 3� " 2 1'-0" Uj �J 1,? SLOPE (ROOF Q ^S " WITH 012 WIRE -� �- ALTERNATE -'WIRE �OC'oOR �1m , ^ rIANIwlNDow w ?Xb STUDS • Ib' oa. f NOT DIPPED GALV. 1 W/R-19 BATT. IN&I - C"15 RI,FI I FIT �( D X !! X 5/16• LINTEL \ ` VAPOR BETWEEN MAIN RI,FNERe EXT S1'"IFATI�IM - �\ \ -- MANUF. WINDOW a 'x• OYr! no. �'_m" I2'_-0" O.C. EA. W,A, � ,�p L � .� EEOJECT NO.: l� ,,. 190 @UILD PAPER ON tD°JtD • ! NR WALLS ? X 6 P.T. SILL LW' � �'- - " 4,10 x AO" A. 19. "f?'-��FIItO�`i CROSS MEMBERS) � �, AT L`1� LED /'-- PLY. 5N75 00 090 AIRSPACE • 4'-V' oo _�ti� �� CONDITION �" GYP. BD WRAP • I 61LICVNE CAULKG Corp. BD. L._I 1. CEILING INSTALLATION TO C WORM TO CHAPTER ` SEALANT TTP I?-3 •?01x1 � � 4' CONC. SLAB W/ 25 UBC AND UBC STANDARD 25-2. 26 GA. G.I. f` • N•ed " FIlIEIi!'�bN " 2. LIGHTING FIXTURES TO IBE SECURED PER SECTION FLASHING, GN-4 COMP GRAN. 2!!.213. ALUM BREAK 3. I WIHANICAL 6ERV1C 26 TO BE ftC LN1W PE�t WEEP'HOLES AS -----I5' (BUILD PAPER SECTION 70 MATCH f3l? x b S1UD9 • I6" O.G. SECTION 25214. I REGD f 2) 2 X 6 ' MANL�F. WINDOWS . . . .,.. `J I" AIRSPACE 4"-113RIC*C VIEWER WITN 4. SECLM ALL WRE SUPPORT �I STRUTS,TO SILL_- -- NO, I2 PA GALv. WIRE ON 1 X SHIM \ \' �`' \' �? ad COIRI! G I. I'1A.4. ROOF STIEJCTURE ABOVE. • EVERY 2 OF. W/ LEGS XXF TIES • 16• oa Ell! y / 4• CML! mow � ✓�, @RICK - _-- NOT LEGS THAN N W/ �� RICsHT ANGLE BAND MAN(F wrNDOW • LAST 2 INCHES. -- ti 4" SILL COURSE- � a '�` „` `�;" nH "'�;. ,! �� � 4• ♦ PDA. INr11H " �4" �, � ? X 6 STUDS INSULATED GLASS MINIS" IEOIGK 1 FIL T:R 16" O.C. �- �. ALLI STORE FRONT FRAME NC ,a T. / ' /�/� \/.• FADRIC ENV. _ IN i ,4TION L�ETA1�, 11. 1 N OE TA IL 1,� UJINDOUI DETAIL _ 13 VERr MULL ION rib WlNDrJU! MULLION DETAIL �s ' Vic 1Lk, am, • r-ow � SCALEr Irl• • r-o• 12SCALE I�? " e 1'-�@" I2 SCALE I%a " I'-®" SCALE )►�1 „ , i'-0 Coral Str 9430 I HUP2001-00385 " 1 ,;.�• �.� i�, I 12 of 20 OF FIFTEEN A � WTI Tw M! 1111 111 1 tl i}I H11 lIH 1!I I Ii 1 1 I 1 t i i ffl M t 1111 II i II 11111 1111 IIIIIIII III Illi 1111 IIII 111111111 Ilillllll Ili! 1111 IIII IIII illi IIII III IIII IIII I 1 I Lrtit'1l i Cm j I i I I i I ► h ! ► y I ! i I I �I I I , I 1 I , I la.$rIM 10 11 1! 1'rJ 14 le I 1!! Ip O 1 2�! �) 4 25 28 27 28 29 30 F , Y { t r, h. t t✓ r. 4 ` sr ,• H �� �"�'�1 P �,;1 )xn �.,,. I Bye.-+, )�wk I 4a.' '" •P, iyi A''� i� . � ,l. �,,,, T t 1 Irl" Ia r.,j�b� i.,l '' ;p, + r► 'i A:iA-. ,{ .•F ,rn' , a ' Y Y , ,e w 1 ,r q,4rfq`.: ; i* ,I r � Y 1 NOTE: ;-N ��19ALLUSTERS PHL KR SENOT SktWN FOR nCLARITY NIANDRAIL WELDEDGROI,MD BNIOOTN. —SOLID BLOCKING �KANAS, O 0PIPE RAILING CON- _ IN WALL FOR 7lM�OUS. BRACKETS .y+ V O , UX') �`p pR ,_ qTS Tp OF ' M GUARDRAIL RAILING 4'-m O.C. MIN I \ BRACKET. \ �\ � Q ;' i O LSSU?8 � � I•GR � 3 (� • UPPER FLR \ 1 \ 4 HANDRAIL/ GRAB MAR DETAIL , l 3 SCALE 3" = r'-0" AS NOTED \ ' \ u1 K RAU S E ON P'LANe - 1', 1\ 1 +� OPTIONAL K►CKeOARD ) ! ARCHITECT Pic \ rr/ tax 152SS9)6566191 S.FS.F. Ex 1 X 6 WOOD CAP SJie 202 Ompn 9tv1s �-1 X 4 Ua00D TRIM 1. RATED Gl'P9UM WALL BOARD A93EMBL 1' � r- « 2. MAX 6" DIAMETER No. 28 GAUGE STELL HVAC DUCT t,•ESE PLANS ARE tete TwE ANNULUS RANGING FROM POINT CONTACT TO In MAX Cc*�etQ,"CT'O1Y OF a� ft1Vf� ONLY, Ahp AIC£ NCT TO®E 40 \ \ yy�� "s 3. SPEC-SEAL SERIES 100 SEALANT INSTALLED TO 5/8" RE�OUCEO I,'a•.r WAr DEPTH. AT POINT CONTACT, INSTALL 3/8" THICK COVE W'TwOur TWE Exr-W l�EO ILR'rTEN \ ` PEW'S'ON Gr twE ARCN,TfCt BEAD AT VENT PIPE ! WALLBOARD INTERFACE TwE CONrRACTOM "b to CwECK AND \. nC Mfr" TYPE 'X' GYP. COND O s a�RE�7 AN SITE BD EA. SIDE FRAMING ERRS c+R OM551ONS to TWI W \ - C>¢iCE PRfoR to rwE ar4Rr Cr CChetruct10N we,"rN a►9: SICW 1 RATED PRESTOP Sm. NYAC DUCT o,fR'SCALEO 01F*ENS( NSE 2,'X 12 STRINGERS 12" Q \ 3 SCALE 1112 " = 1'-m" COP R'Qrwr 0 ;cc' 11" MAX. "s �' p ? \ (Y 0/4" PL 1'ILD. TREADS IM AS,REO V. b/E"�TYI'"E 'X"4340. TALL USA15LE SECURE W/ ''," LAG X 1 AREAS UNDER STAIRS ,. ' 3" SCREWS • 200 O.G. MAIN FLk ~ .� ~` — �.•rr,,r (2)2 X 4 PLATE4 SECURE 3 TO FLR STRUCTURE _ s TOP OF FLR OR TREAD GYP. ORD. ON NOSE 0 STAR SECTION , FR�411►►� SCALE: I/?" = I'-m" ,;, `, ` ` �, 5 Gu,4ROM41L OET141L. ' SCALE 3/4" • '1'-(d" L RATED GYPSUM WALL BOARD ASSEMBLY \ ; ;f `, "` • 2, INSULATCD METALLIC PIPE OR TUBE. t ` � � � � `,\ • > ,,•'" 3. SPEGSEAL SERIES t�'r7 SEALANT INSTALLED TO 5/8" V r' VINYL SKIRT DEPTH, FLUSH WITH 130TH SURFACES OF WALL. ADDITIONAL FILL MATERIAL INSTALLED SUCH THAT A MIN 114" CROWN IS FORMED AROUND THROUGH PENETRANT, AT POINT CONTACT,Si4 x STAIR TRIM Z TIT.GUARDRAIL ,� / COYERIW-v WALLBOARD1INTERFACE BEAD AT THE PIPE 7 \ ~� f MAX INSULATION INSULATION UL STS C PENETRANT ANNULUS �\ _ SIZE TYPE THICKNESS No. \ �91ALLUSTERS ,r' STEEL or IRON PIPE 12" FG 2" m" TO I '4" UIL5014 \ NOT SMOI N FOR ,•,.'' COPPER PIPE or TUBE 4" FG ?" 0" TO 1 1/4" WLS014 4 CLARITY "� r' t� \ �'✓� �' r rr ' 4" AB/PVC 314" ©" TO li" ;UL5©54 ✓,r' rr'r COPPER�PIPE ror TUBE ILI CA /f---- UPPER FL R. �,./,, ?X STRINSER w — — —�. ' — — — - , — — — — ✓,, ,.,'.' 0 12" O.G. V RATED PRESTOP INSUL. ME7,4LL IC PIPING F-- -- - --- - - - - - 1 �'' _ SCALE I% " = 1'-m" I ;. FVR AS NOTED \`�, t.___ _ _—___ _- - I ,� ON PLANS . ——————— - -- --� STAIR TREAD DETAIL w 6 z MAINTAIN 6'-8": ,�^y \\ SCALE: 3/4" • 1'-01' �� � 0 MIN. CLR FOR 1 Q _ = II" HEADRiP011 3 MAX Ass CLIP • . �.- .•'',..•!'"� EACH STRIM3ER \\, JULY ?�, ?rz'm l 4 L! �, j PROJECT N01 � r , /it lilt mmm9m W MIN. REVISIONS: "� !►Rtd' TYPE 'X"G.IUD./' /\ �3" MAX. /� RADIUS AT ALL USAVILE �••. �� /; d /3/4" MYUW. TREADS — — — ,W � TRr, -AS REQ"D. / h - --- - -- ---- - J\ \�-''` 3140CDXPLYUKaOD —ON *b" COX. PL Y10000 L RATED G YPSLIM WALL BOARD ASSEh"IBL Y 2 X G STRftWRS • G" O.C.—� _ __— — —— —— —— — I �-` &M FLOORIINGi 2. MAX 24'" STEEL OR IRON PIPE, 6" COPPER PIPE ,,)R _ TUpIE, 6" STEEL CONDUIT, 4" EMT OR I" FLEXIBLE '•IETALL IC 4 (1?1 ERS! L _ _ J ATOP 9YSTEth 844ALL CONVUIT. TOE ARAW-E FROM HPOINT CONTACT TO 1-314" MAX. I I \ \ 3. SPECSEAL SERIES AM SEALANT INSTALLED TO 5/e" _ ✓' �————— -� MAIN FLR 2 X• RADIAL JOTS • D"Or., r DEPTH^ AT POINT CONTACT, INSTALL A 3/0! BEAD AT PENETRANT /GYPSUM WALLAOARD INTEI44fACE NO: y n y I INC i 3 RATED FIRJESTOP METALL rc P P y 3Tr41R SECTION � STA1R TREAD DETAIL. 3 SCALE 1�2 " n I SCALE: i/2" I'-0" 3 SCALE 1 r/?" = I'-m" Coral su 9430 RUP2001-00385 13 of 20 PrQ�?EJ' A Y -,- .-.+..w•n+r••w.-- -_._ _ . . ..-._. ...-r..n .r..... ...., _. .... rr... _ wr...._-....-... ...._...—..'- +---'+...1..--_.....__...._..._ _-.. .. -_......•«.-_-....-....,,r,ReW..:. ..I.N.. .. ' • Cm Illlun 11 I�I tmv! l; 1Ig11 i i I I I Io I I Ia la Ia re I� I io ao a'I �a �o a4 >�s a'e a'>r ae >:� oo aid '�, l�ii• .( �1rR d�.:i , i t ., ,._ ,....r.gy7G ;,e'N'lMur.�nwr.h<=+^roJh,:w,rx'Yw+s"rm•: , i °, ,h' t°r�',Tr „g. �'• t V w • , G s r, j• NOTE: FINISH MATERIALS i INT. WALLS t ~��OSEPN E. KR USE Q CLG. SPALL NOT EXCEED OSSC TABLE 8A,8 REGARDING FLAME SPREAD _ LINE OF TILE ✓ .�^ � WAINSCOT PER - ANAS, OR GON . DOOR SCPEOULE O = MATERIAL TO BE USED �\ — I" INSUL GLA33 OF 0 3i•min e."nln \ I-PR FIRS - ---- • HOLLOW ?O MII� -P ,a 'Stim AL U'1. FRAME W�DOOR OVERWEADX - -" - v M— --�.b bar S/Y1E 13/4" • M 1 SOLID CLOSE METAL FIRE LABEL SEL C -1,-fENT$ LABEL NOTES COWS LED G 08ER O 0 TI-,MC. Lij TAL COIF FRAME A EI"18L 1' .4.�SEMBL 1' --- •n --f a,�«� TILE Q✓ o L J FLOOR 1 " TIMLEY �� _ ALU'. DOOR ..:' v SASE ® 3/m x 7/0 O O O O — O - INTERIOR \ BIRCH TO 1W MAPPED N , METAL r! ACCOPWANCE wITN '1 ' fit• O — / x 7/0 O O g EXTERIOR ter•• a UARr x' Y i 6/0 O j— . . ,- ossa il�m9.lm ,.4 ,, INTERIOR I 1 i 3/0 x 7/ta O — O — O O 1— G lJoar door.p.0 1 \ � PANIC fPU� \• .for lavatory Q f 3/m x 7/m Q — O — — Q Q\ �} INTERIOR — �aun� 0 ani \\ '•� -� � K R A U S E o- o O. EXTERIOR P�� 1 r0>00 BEAD �� 4 W C -1 GRAB BAR CLEARANCES 3i 3/® x 7/0 Q --- O -- �•�\ Er — �aun� ARCHITECT PT SCALE: i�}" s V-0" \�\ n10 SCALE (.5"fsw rn s/ 3/0 x 7/0 Q — Q — f O o — F INTERIOR — tax(503)f,S6.6m 301 X b'DEEP n• - M. 152"SL 82 Dr MIN Sults 202 NOTE (1) POST SIGN AT FRONT LOBBY TO READ " TNIS DOOR T�� 'IAIN UNLOCKED DURING BUSINESS POURS " PER 10033"L8 U.B.C. ` ••••>m•o�nln FLOOR'6 A E . r►nb.Wotsd rlfYOr.plu MIRROR 40NSrWESNCrjCr•1 OF ONE LANS ASIff FOR�LDMG (2), ALL DOORS ABOVE TO BE FIRE LABELED, FOLLOWED BY THE LEtT R "S'; THE MANUFACTURES NAME AND INSPECTION SERVICE INFORMATION. �• ONLr, AND ALANSRE Nor 10 DE WP�CED IN ANr war - t' wrn+our n+E EAPWSOED UMrTEN hON CF WE rEcr " �--- •-• ,/'\ � ' Ohm ��SGGNrRAG rTOR r9 t0 IG*.EGC AND --- - <?> SIDEL I TE VERIF, ALL DO"IENSIONS AND SIM N'_ �- - - DODR TYPPES _-_, , VERIFY ----� �--������/ SIDELITE (?) SIDEL ITE'\ �- 1S INWL. GLASS \ \ ��Irma AND �E.�1 AN. ERRORS OR OMISSIONS TO dale `� ZE VERIFY SIZE - VERIFY SIZE \ C.OYScmicE PRTo1e to u nae eT ft" of K coNSTRUGnoN uRIT7EN DB IENSIOW _ ALLM. STOREFRONT- c E p f\ a ALuu,e WAVE PIMCEDENCE - i U 6 a OVER SCALED DIMENSIONS TEMP. ! FLUS i --FLUSH WIRET IN MAgrlc _ I; I \ ` h GLASS TE D DOOR ?m MIN. GLASS \ �' CONC. FLOOR SLAB- \---/ s ^• r. rRIGNT 7¢Ipl VERIFY 71 drLASS RATED IRDo sELANr SEE sTRucruRAL -,n«.,,. T„ ►o. SILL i•nI■. i'nl r. G.1//nf-fa OPTIONAL i `\ ��\ SLOPE _ 4 WOOD SIDEL I TE �\ a�w METAL _ . DOOR VERIFY W/ DOOR PLAN (VERIFY I :.� LAVATORY CLEARANCES b DRINKING: FOUNTAIN IL------J UL-- 1 1 r� J SIZE J CONC. s DEufwL COW. FOOrrNG NO SCALE NO SCALE REQ'D) IUCX6D' N SEE sTleucTURAL -,%ODOR SEE sTRucruRAL lu \ A Q ? 5TORE/'RON7C -� SILL. z \ SCALE. lam?" = I'-Oil U �,{ ED LE _..` F] ROO 1 6CP U "l O, = M�4TERIAL 70 BE USED c 14 N A CEIL 1NG i WALL'S _ F�'00 " NTS .--'' V FLUSP VALVE *► OPEN SIDE OF FIXTURE /� 4,A-ON TILE �,.-' �' CONC. PAVING SLOPE AWA`- lu NAME � �D "'1 \ WAMBGOT � TILE / � FROM BU►LDIW-1 0 1i� �F_T.,MIk TICAL y? :)BRD Gyr. \ WHL& waac w ALUM STOREFRONT DOOR YP G LOBBY Q ` O = -- Q — — -- —ALUM. T)-NSSf4OLC (PER ANSI ELEV. -- O Q — — — , --. — — 1-PR RATED M, C (MI-SETER CONT.Cole ERS- J TYPIC STAIR TOILE \ O O — — O" — O — 1-HR RATED ELEV. EQUIP — o O O O CARPET OPTION' CONC. FLOOR SLAB, TY WOMEN \ ` -� O \ \O O — o — — _­'OPTIONWE STR=T � lu TVP. M N O O — o — — TILE BASE- OPTION TION SLOPE V / A 7YPICAL TENANT O O O — — O — -O /`- A MEN LAVATORY ELEv,4TIONS Q• Z 0 3 TIN SPOL O DOOR RE A A OF RESCUE O O — O — -- - - �� ti 111 W '\ SCALE: 1V I'-m" Q U '7 Q 7 Lu �' O w O • WALL Uz"O' D WALL S�tP� \ \, QL TYPICAL EXTERIOR . 4• MABONY V0EER 4• M�ISONY yreER ) 4B" TILE JULY ?7, ?Oral %"GYP'. DD �"Orr. OD I ( �" Orr. IDD �';G1T. DD � UJAINCOT ECT NO.: . TYPE ' x ' TYl°E ' X ' TYPE ' X ' --TY�'E ' X ' -fl'P I O UR RATED j 2 X 18W, 6 - 2 X • 8TLD8 j I 00090 EXTERIOR I 1"9� �'' 1" AIR SPACE s PLYUD PER I �� FLUSH VALVE VE 0 OPEN SIDE OF FIXTURE REVISIONS: I PLYVD.di m I PLYUC BIDm 1 BTRLACTURAL ? X 4 STUD BEARING/ I PEI!D I PER STPWTURAL i \ 12-3-2001 SHEAR WALL - INTERIOR �� DATT I R-19 BATT I I 1 x 4 STUD 5 x 4 BTL+ , ? X 4 STUI? BEARING/ T'r'y ExTER10R aA" 1 NOW RATED EXT "�" 2 x 4 INT ISM /•"AIRII4LL 2 x 4 INT DRG'D` � ,,- / - a 11NTERIOP� / • %I dYP. eD I ( ■OYFs DD y YP! eD %" GYP. DID ? X 4 STUD SHEARLUALL , TYPE x TYPE ' x ' \\ TtitE x ' rrPf ' x ' INTERIOR I ! I -- F°LYIID PER PER ,\4� TAL6" METAL ? X 6 STtJG' BEARINGr e ;'T j no o r INTERIOR j z x 4 *TLD j I ? `Ft-►S INeLS- 4" METAL STUD NON- \ IS TILE NO- 1 ,4RING INTERIOR 2 X 4 SIT sll- W -L al 2 x• SIT ' 'P 4 METAL- *TLD INT NO i NOWA�8'N PETAL BABE-Tl'P. i ON METAL STW NON- � 0 WOMAN LAVATORY MONSOONS- ELEVATIONS �'� DLARINa�i INTERIOR 1, I NO RATG4/ Coral 9;-00385 14 of SUP�� 20 OF PAGES R + z t.; t pn�ai+17�{, i'1 iYhnfi�'1 • - -- .......___...-__. -„- - - -- - -- -- -- "- - -,... _.- - . .....w�w-.,.ams,.........-.- -- .-.. -. .__ _._. ...+n-...,r,. . AI'.7.wyrkMn.•w.;; _.....r,,. '1111 1111 IIII 111! IIII II11 t111 II I I H III 1111 II11 1111 IIII 1111 I i I i I -. .,, '. ,3, .;..,. ,.... ,, -;.:•. a •.r ,,,. , +, : ,• . I I I f I UI I. 1111 Illi rill IIII Iitl I I 1 CIIi I I I I ( I I I III ! N . II tll ( IIII I IIII 1 1111111! III111111 IUIIIIII X111 111! IIII 1111 1111 IIII Ilii Ills 1111 1111 IIII IIII tllltll 111 I IIII it IIII 1111 fO ++ffap t`O 29 �3 24 2d 2e 27 7e 0 Zo , a G� •v C .r�ll•v- �{ y{� �; � t x xtw '�e "1 � ' " r � 'i t : ( v „ a 'w'tt Sf,cst I � _ " .1 « y }•.^ ° ,i.•,.l."7^ .F•.., 1^r 77- l 'd „ .n..•w SI. ,y„ ,', -. WRq i T, ll RC )L4 I7EC 7UR A Lr i 51= E0 IICA 7 / ON V � JOSEPH E USE CLA ANAS, OREGON . 1" GE'NEPAL IZ=.=/REMENrs 6. r /M T '9. sPEC1�4i rlEs - ��� OF L ALL C"TRUCTICN SHALL CGWOIRM TO ALL CLPWV4T A FLDER's-Aaa DAr7 MMATION R-19 FS TYPE OUENS-CORN#43 OR APPW,vED %`\ \ MATCNLEXI8TdJGET FlPARTITIONS - "b�1NnhETAL' ACADEMY OR APPROVED 11KAD04 E�ECTIRIC.AL, MECHANICAL AN" PLLO'DING CODER R-►9 • WALLS, R-19 NSL.LATION • CEILING (VERIFY), AND ALL OTHER STATE COUNT"; AND CITY ORDNANr..ES AKS . ; �L,LATIONA! P'ERTA11�/!�'� THEIRTo. D, FL49HNJG: PROVIDE ?4: GAL. METAL ROOF AND DECK AND WINDOW AMD DG►r1R; �� �\ Q GF;.48 BARS - YsAMGO" OR APPROVED STAINLESS STEEL FINISH O COL44TER FLASHING, PENETRATION FLA9NING \\ -SUE OF BARS PER 4ANVICAP ACCESSIBLE STNO'S. 1. THE CONTRACTOR&♦FALL INVEST"TE, v RPY' AND DE ANp RASE FLASF'IIIsa GUTTERS AND 000NSF'OUTS TO BE PW_-=INISfED METAL \ C. HAND!CAP PARKING Sk"' "HEST" OR APPROVED METAL SIGN PER RESI'4C k5L.E FOR ALL CZNP Th" ANP DrVE *k"CF TW HANDICAP ACCESSiME STANDARDS W/GAL V. METAL PIPE MOUNT. PRlaNCT AND S'MLL NOTEr THF ANC4 TEC7 OF ANY DISCREPANCIES O CA 1LK#4 AND SEALANTS, CAULK ANVIOR SEAL ALL EXPOSED INTEPIOR AND EXTERIOR AND NCO YS16M CES DETUEEN DRAUMI:�s. SPECFlCATk:*4, JowT8 ABOVE AND BELOW GRADf3 -:v-4D ALL TkiosE iNTE vOR AND EXTErwOR JOINT'S AND �' D. HANDICAP EXiT Se" *GEST" OR APPROVED METAL 61GN PER HANDICAPS r WNV EXISTING CGhDiTLO6 PMOR TO SLNIM M#43 010. APF'EWANGES CONCEALED DY OTHER HUILDN 6 MATERIALS, FLA-944N.C, ETC.WITH PiOL•YELWETIIANE' ACGESIBLE STANDARDS LOCATED IN VACINITY OF ELECTRIC 51GN�4CsEa, C,AULK#,ts- AND^OR SEALANT MATERIAL ABUTTING NATURAL OR UNPAN,FED &JRFACES. (OR EG1 Ao!_1 ) - 1 C'O!fll94CTOIt SHALL NOTPY TIE AIlC#4`7FCT ABOUT ANY COI+DrTION RE=11111 Ni A 1'100FICAT&ON OR CI•LMAiE DERORE D� F�� - STI VES D/V-��V.-,��� � '\ E. 1�9TR0011 DOOR SKsf�L4GE TO BE PROVIDED PER 0690 ilED.4.� PAAGEEDNG � THE � J E DUiLT-LIP ROOFING BY GAF. OR APPROVED - CLASO 'C�" (MM)� Q /�'�~�`� 4 TW CONTRACTOR SHALL DE RE6FMONN FOR TF6 PER. ^-' '`�' . a ?�j .l9s 1m O�3m PGl1�Q. TYPE 10. LJ1 r -,�. / i ACCURATE PLAC1V*WW OF THE DULL,DNG ON THE SRR- P OUILDING PAPER ASPILALL7 9ATURATL FEL + KRAUS E 6. REFER TC 4T►dcnatAL, MEC"VICAL, ELECTRICAL, AND a 3 - PLY o1LENS CORIJNJG E3LI11T-UP ROOFfNG WITH CAfn 6sZ?ET OR EG]IJ.4L A FUWISFEV 4 INSTALLED BY OU,NER PLN►'iDM DRA:";46 FOR OTHER GEAERAL NOTES AND K PENETRATIONS IN THE BUILDING ENVELOPE ARE TO BE v0EALED LW WINDO S AND DOOM'S Rff0UN99MV,1T& 4001RDNATE 1WTH ARCHITECTURAL DRAW ej& ARCHITECT P. C. CAULKED, GASKETED, OR ILEATI ERSTRIPED i. ALL CONSTRICTION TO PROvrDE A ULATEItMWOF AND ILEATWWI WT ` \ IL MECNAN1 CAL ANO PL UMB I Nis ``; u a' DULLDNIJL :ONTRACTOR SHALL FLASH AND CAL/LK AS WCEMARY ' �. `�--Vii' ''I �1 /1 S,.e xn 7. ALL MTALLATIOvD PER i"WNlPACTIJRBR'S AND SPECACAMNS AND �. WIN J4N O A GENERAL= PER UMC AND UNWORM PLUl`01NG CuDE USE A.A.S PVC. PLASTIC C6&arr s,Ovn s�vis RECOMtENDATfOMR, ` WASTE A►1D VENT PIPING, C40PPER 9lJPPLY PIPIN51, OR OTHER APPROVED E►STOIRACsE AND NSE OF FL•41('LADLE AND COMDIST�L E Q A WOOD, 1 • :904ID CORE, 'S!1'1P50N' OR APPROVED (STAIN GRADE HiRCH) MATERIALS PER CODE. CONTRAC rOR TO PROVIDE ENERGY CALG.iLAT IONS, C.0,,s .Ti o Cw � --w tLf.R,rrDB SHALL DE Ml ACCORDA/vLE W1TN TN.E FIRE CODE. bH•ALL CO1'7F'LY WItH 0990. SECTION :1sa39 CONTRACTOR ,O VERIFY DESIGN ENGINEERING, PERMIT DRAWINGS AND SPECIFICATIONS. 'w 4 CE0 N o ae V IQE�DNGED N ANY rr.n. g ooMPac of CLAS s T,Q OR X L.iatAOS NOr iNCLuDED, C OOR SWING DiRECTJON WITH INDIVIDUAL TENANTS OCCUPANCY RE(XIREMENT6- D. EXW"T FANS- TO VENT OUTOIPE TkRCX*" NON-C X-MUSTIME VENT PIPING. ICY n6 E'�9WZ)-w"EN W le•+,e•vv CF 4 nwC"ITEC' WANDICA NN D� ACCE861I ILITY • ' D. DOOR LES - "TITIL.EY'" !18 GAL✓GE)OR .+F�VED - � C. 'VENTILATION OCCUPANCY L. A5 FG'LLOUO. w1'e����"��5'E i•��\ - -__-� - E�?Re oe a+'»ave -o -•.e I AT LEAST ONE WA7ER FCWTAIN SHALL DE ACCESSDLE AND /� G DOOR N.4RDUIl4RE SGNLACsE OR ,4Pf'ROVED, WITH LEVER ___�/'�� V--- �••,,/ '� i OWICE•+alae*o ne$,A& Cp u6-AW E BY rholvi x"1.6 N UAAMCHAARS• ( ( HANDLES, CLOSERS AND WALL STOP'S PER HAIV ICRP ACCESS \ , VVV 1 \ - � d STANDARDS, GAAKETS-PE►91C0 OR APPROVED, BUTTS-BALL HEARINS N, , ' INTI ATION - `M IN s , , OVER c-4d.Ek�-*EN ate.•� 1 2. REST1R0101"iS AND ELEVATORS SHALL DE PRaOV►DED FOR"Cl- OTwR THAN EXTERIOR DOORS THE FORCE TO ACTIVATE TlC ABOVE ` L IDOR .�W.re wvE PIi�GFDE'+CE GAPPlrD PEItSA�b AS PER TIE LATEST EDITION OF THE STATE OF � ��ackE©�',�, CAPP N STIHOTLIRAL SPECL4LTY GORE,EDITION O n III PONITiON/ED HARM"J1W SHALL BE NO GREATER THAN 5 Ibs• 4 j D. ALLM NJM STORE FRON7 WN�IPOU/9 AND DOORS KAU&CER U.S. ALL( L OR APPROVED - W N-TEMPERED GLASS MND ALUI"'L THRESHOLD, DARK t BPACg�y 8t2 F7 OCC LOAD 19► OGC. OR REO'D C. EXIT D042" �' �/649NN FINISI.4, HA1?TJILL4RE, RCtPO FACE ` Lo4D CFM/ CFM L ALL DOORS SHALL DE OPE'RAME FM-.rl TI-E INSIDE WTHCUT TI-E 1 �!�� ALLL WINDOWS TO HE INSULATED•GLASS HAVING A TESTED 9J' VALUE PER THE TENANT IDI USE OF A KEY OR ANI' SPECIAL iOrOIIIEDGE OR EifG`RT OR T+ERI` ) OREGON STATE ENERSY CODE. PROVIDE TEi`1PIERED c:LA88 AT GLASS DOOs;?5 AND iN WINDG49 2321 24 t? ?D 240 SHALL DE A Rl�.ADiLY VISIBLE AND DURACLE Sk3N ON OR ACVA 2W I (,ESB T44N fib" ABOVE FLOOR AND WITHIN 24 a OF DOORS. ,`• TO THE DOOR STAT#4, ' TINS DOOR TO M!PUN LNLOCKED DIJIRNt's TENANT 10? ?545 ?6 L3 ?0 ?bm LkAwN"d O&A.0 Y N 11 HGN LET•1ERMA F. ALL, EXTERIOR DOORS TO 6E INSULATED METAL•WITH METAL FRAME. ALL I I EXTERIOR DOORS SHALL HAVE A TESTED 'u" VALUE PMTHE OREGON STATE ENEIisY COD `` �� ` \ TENANT 103 -2289 - 23 12 20 240 2. aLA" AND GLAZIN55 &REJECT TO FR,PUSN I"PACT BNALL COMPLY ALL INTERIOR DOORS TO BE SOLID CORE WI"H METAL FRA1 ES. I / \ / / ,60 • 4 d 60 WITH THE LATEST CODES. I / •\, 3. FLOOR OR qLANDM�G ON BOTH SIDES OF DOIGMi'S SMALL BE NOT � �•1- FiRE L.4BLED DGY)R.9 TO lNGL:JDE FIRS'j,ALaLED 1�R,�1"€8 AIrD HARDU,t4R`: '' I,•�' LOBBT'/1�4LL _ 1 10!!E THAN LOWER THAN TOP OF THE TiAR %%'OLD OF TFE DOOM"Y RECAJIIRED FOR A COMPLETE FIRE A,gSEMBL T` ` � l STAIR • LOBLSY 148 �5/"�F. O .MET CONFOIe'1 TO ACCESRIME STANDARDS. a HANDICAP ACCESSIBLE DOOR ASSEMBLEY , HARCU"RE MiD TmE' LDS TO BE INSTALL � AT ALL EXIT DONORS, RE3rRoOrl DOORS, .AND OT7•EiF ACCES81L9/.E LOCATIONS AS REQUIRED D L&C AND,LOCALL AIRiDICTION' ` VEbT1eULE 102 2 1 >g 15 J D. D�"�E1W3►ON� I / � I. 1"ETAL. 0140OWS BY MERCER OR APPROVED WiTH TI-ERMAL MAKE STAIR • L ALL DR'E1 54" 6HALL "AVE P11EF MMM OVER SCAIL.E. / I VEST115ULE � � �/9F. 5 lu 1. ALL EXTERIOR DI'!'NS101�.ARE TO FAGS OF Slid f / ' ELEV. 53 �� L0/SF 53 LNLLSS SHS OT16E 11dE 8, - F1Nis��EV '' Q A PAINT - ? COAT5 4 PRIMER, FLAT • WALLS, SEMI GLOSS - � ` �� bb l` P. �IAIF U • EX�BED METAL, "'R�IODDA PAiNT' OR APPROVED (Ms' •':H �. L ALL LEGAL EXfT9 ARE TO 9W 0MRADL.E FR7F1 TIE NMOE KELLY'MOORE 16SO -,III - "'ITE • WALL$ ` TOTAL CA"i THIS FLOOR i' 896 � •'►: �I WTi•JA1T TI•E USE OF A KIT, SPECIAL EFFORT,OR 100404 EDCW_ \. O AND SHALL DE PROVIDED WITH EXIr SIGNS PER IN %L CODE ( �) Q TYPE 'SN EE 30AR IGOLO BOND" OR APPROVED ?. DRAFT 5TCP5 AND FIRE RTOP6, WwERE I�au►RED, IblUl.4L�eL BE -\, GYPSLrf W4c �r I NG �( LARD"�MT�CLOM�Pb�IJ� TE 1 fIXEDANSI ,NO. 9l-t FOR 1/EN ILAVON - UPPER FLOOR v � i 4 ALLED ACCORDING O L TES CODE PENETRA \ FE APPL M FLOORGLa OR ROOF�L& SHALL BE FIRE STOPPED W4ERE \ APPLIED AND FINIS1 ED iN COMPLIANCE WITH MAPILFACTLIRERS PRINTED DIRECTIONS: TO BELL REQUIRED AND AT ALL FIRE RATED ARdE7"toL.lEb. \, VISIBLE AFT1=R 11'lNISHED, INCLiVWx ALL METAL CORDER BEAD•J AND TRiM. <<� ` SPACE SQ, FT. GGC L.oAD It 0= I�Q1� v ? O G AC•OIJSTICAL LAY-IN COLN** 4 GRiD LOAD ,�� CFM P. DEMOLITION IL •i �•�� L f,R`'15TRONCs 'CORTFGA' WHITE WITH 2' X 4' STANDARD EXPOSED Amlifs II 41 ?D 0 0 T1=T/,4NT ?ill �. •' �._ ((� L PROTECT EXIRTiNG VEGETATION UTILiTIES AND STMJCTLWAL SrOTEK/ t 11"ITE GRID &J_^PENDED (OR APPROVED) ` Lu VERPY ALL LOCAT11". �,�',\ /'/ 2. &19PEN OW CEILING GRIDS SHALL CO�FOR"f 70 UBC CODE STAIR • SiDE 4D �/RIa ? QJ "-+ Q ?. PATCH AND REPAI:'DLBTURDED AREA TO MATCH EXi6TIN RALE" 6TMG'AAV ?5-2 ��= nj � Lu 11 NOTED OTTER WISE f"ECH 66 ���/ 1 `a d LLr W .D. FLOOR& CARFE7 AND VWn BA9t AAT CORRIDORS AND OFFICES, &CET VINYL AND VINYL COVE a ASE \ •, 1 U OR TILE AND TILE COVE AT DATNRVC 1S. ViNYL ON TREADS Alm L.ANOING. -AT INTERIOR STAIRS. TOTAL CFM THI9 FLOOR ' 831 �T144Tj" (SEE VAi3 THRU 3/AL) DETAILS) ��/ (HAND►CAPf°ED ACCE68IDLE INSTALLATION PER CODE) � E. D ATFAROOM WALL& 4" H*04 MM. IMPERVIOUS 1144# &GOT PER CODE, -AT UET WAI16 ONLY. `� % Lu L WALL AND CLEILWG PENETRATIONS TO COiVF�ORM TO OWC �.�'�� '�., �' F. DOER WALL BASE - A MISTRON�� OR APPROVED- 2. PPROVED STAY�l7A11RD 7-1 AND l-S � �•�"'~•� � _ i2. LL'CTRICAL ,�' U ?. F AND T RATINr�! TO CONiROI!'1 TO OSaC bT4NGAIRD 1-0 & FLOOR TILE- DAL. TILE OR APPROVED %� 3. T RATED W36 J / ) A GENERAL, C0W-O '1 TO NLE.G AND APPLICABLE ELECTRICAL CODES. ►_ L'u F `� w Z PEAETRA IONR OF WALLS AND CEIL SHALL BE PRlOTEGTED PER OdRC l0"!i AND ?ice K PAMK LOT PAINT - 9QWODDA'OR AF"WipE`D WHRE 40LOR CONTRACTOR 101,PROVIDE DESASK ENGINEERING, ENE01raY CALLC RATIONS, PERI"117 DR.AWINJrsB AND BPECIFICATIONB. CL / EGRESS L1Gf•ITING PSR RECTION 1�1m1m3. ?.9.1 '►'HE MEANS OF EGRESS SHALL SITE UA02 C J ' LSE ILLLLMINIATED AT AN INTENSITY OF NOT LESS THEN I FOOT-CANDLE AT � 2• �.� / � ' „-� '�\Tl•E FLOOR LEVEL AIYI' Tlt"E THE 81JILDiNE,r 15 OCCUPIED. ��T` A 1'AV!'TtRVT- 2ti"AC PAVM�G W+ f'O>• • - O' j '/ �. �' _.�/ JULY 1? 2001 •CAJ&i Ada rtlABE � � • , A WALKS - 40 COIF WITH 29M Mrd! 6TPWOTW • 28 DAYS LUNO TOOLED �� ; Ocoee JOINTS • 8'-1®, OC, �/ ' 1 � / ' REVISIONS: 41 `l"5l r 1+ A VEER Ai WT1� 'DIS-0 L LNC OR ..-� a , '` �•a+'� '1�- ItL+i"fiG • IS"OJG L@�.4CN RIMY •^ � �---''/ .,, - 1 �4„ j' 1 �'•�' A�I� MR� 2�1 � • OR AR� rat" . A SW bT1�C7LM& 001400 6 i. 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ALL JOMTB 0=UR ON C"10N 1'•RF'EJER INBTALL �'~r 1 POST lW PANEL erkw NAIL IN9 mwk&eArwm r0 RLGCI�CM OVR�I!"AM"LB• PLYUOM \, \ I POST 1 ( � I a`o � � Z (l) 1 TO MASE EDOEB BLOCK" OR HAVE TKs EDGER. I x I 1 �\ � I GAP ( x I � k w ~ �10"NT /01 U i I IIS' I I � uj p�C CNI 01 x :+ _ ' \q `••�-'' '�\'`,� s4 1 ?nay g�D i\ � \�p�q-0�Q) JUL 1' �7, 2001 ,��?tom - OJ GT NO.: FLOOR U SWATNI�� � r,' ,, �I I �� pQ �P 00090 LAr'� •- 1 \,-� 8�r X X11 �• G �� • REv1sloNs: k 12-3-2001 �" L6• rJau w• rJurc 1-?8-2002 6 ON 0c, • Iti•O.C. • I6. OO I� U I m W (OR EMAL) r' 1 (OR EQJAL) �-�y Y'=;: I T rP. * (OR EauAu 1„ GUFFEREO 101 0 •;S °t r.�i x � � I pAgE R � - $tet , /� � I � I � v Jw' ,,' a + �nGk1�}�;`�: �'t f;�.E �'�&tfd•'` '� ` • '\�, L' I 1 � ,v VV, I I I . 14 ) Ik' - I �` •�y'1� � ;� iii CONT. 4 X K► HDR- _.4 * 71 ', Vis, 1 (?)4/m X 618 FXD. (2)410 X 618 FXD. >1 M)40 X EM tfi� (?J 4� X 6�FxD. f?) X 64 F)d% (2)4AV X 6/b FD, (2)4AP X 64 F)M. f?J 4it0 X 6/8 Fes. 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RAUSE KAN OREGONOF :+ II X I !� /�' I' III e O h We T.A _ 14' T.J.1. `' 14v T.J.l. 1 r 240 Or. (PIl�JP180) (PRD 3") (POW 300) �I I hill NOTE; SIMPSON 'COO' TYPE COLUMN CAP WITH _ l� r,l I ti 3/16" FILLET WELD ALL AROUND TO TS 0 ---{ - -t \ COLUMN fTYP. u.NoI"ECCE" COLUMN - \� I I CAP AT COLU"INS WITH BEAM5 ONE `• _ J I SIDE ONLY 2 • \ f54 I I , KRAUSE \ \ 1 I- -- - - - - - - - - - - -, ARCHITECT PT !saw 6sb•�m 111 • /,- . f I I I X iai(501)As"m 1( I ` , `• -�;�/ • I > B 16259 u 82 or f- �, suke 202 Ckdw u,Owfun 97015 `� k X I '. •� I • r� I ( rWE� RAN&ARE FOR n4E ?4"C.C. 1 } RON4.Ir EFIFCAAC>ARE NO D ^ .Cur10 r uw E 1 coNarRIG'ICN GF CIE @U'�PI a AL L vf a*rw JT T.¢E,1- EMEO,•,RITTEN r I �` PEW,d ON CF T»E ARC.IIrECT ? X s• STUDd Tz•E COMRAC COQ I& ru Cj dE CX ANO /- \ \` • I • �" �1.i. — — —_ — _--x 27 �1=. OR �— — _ \ CGNDITIP.'&A'V REPORT AVr •,/^ , •' i r, r Emb-1 5 OR�v1rW,FY ALL 'ONs TO I1C"AND I TL 1 % � \ r • X ?4 GL19. OR CE PRIOR r0 R+E START Cf core�cTION 6*17EN OT+EN610" AL"I ' \'� S4 I /' r`\ �.�', NG / \ / 64 Ov!`R,6G4LED D►'EN�oN3E 1 mels ' i w on 1 X l I ? X 4 STUDS X NOTE: CONTiN E BEAT"PS OVER T8 -. COLUI•'/� (NO BWAK) TO 4 I 'C X `C ) I h I Ow HALLWAY MAP TOP OF _. REAM W1'N or. ��'f �Ta�•aT�eaP i � MEc�+ I ---- / •" C94M I NOTE: CONTIME BEAMS OVER TO I / \ I!, ao I I 17 ( ) COLUMN!! (ND BI�AK) TO HALL. WALL, STRAP TOP r I,� i OF BEAM WITH 611WPOON f �� I r, "TUA&•6TRAP �,� .�_ • 16 or... f 9) 3,V UF I I 8 1_ ?m I I I\��I I ;! \�' \ I " " EELS T./ J I I f V Mfnl DN I I I i I 24 X 3f S4 I ►- z 1 ACCESS \I \ 0E .7 w/MTC. e/4 x .5/9 i k64 24 I'D Z O DN ?►R x 19 " 24F-V9 OR tu TTP. RQ E SHEATNIN( REQ TS.: SNO r s� / J+-- BREAK IN 511 ~ z MSTALL IS/3? COX PLYWOOD (OR ORIENTED STRAND ENCAMP)WITH Od COI"�`10N NAILS 0 / `,.- I .�.r•.' I � \I I b" O.C. AT PANEL EDGES, 12" O.C. IN FIELD ., -' I l INSTALL PANEL EDGE NAILING FROM ATI•lM- ' /� I ?'16 Sa FT, I I (� TO BLOCKM3 OVER ALL EXTERIOR W41A AND \ I COMMON I I v LL _Z i 1 INTERIOR SFEAR WALLS. ��� O ( �• I i U �-- ` I X 'Q \\ I , 9 I I w (Li tY x I e u, w ,- T JUL r 21, 2001 PROJEG T NO.: 00090 ROOF SWATNII x s, —————— LAYOUT �� i �� ,�� • I �' 12-3-2001 © 1-28-2002 ! JJ TYP. • PARAPET J(�,[J�; E N W1 tN JOISTS PARALLEL I � FRONT AND REAR tOP IE' 1?FQUrRE I&�- CONL DOUBLE ? X• "m I 64 TO WALL Ibd WSPLICE COMMON NAILS • EACH SIDE . R \ \\ OVER MOT"UNND B-1'r'P a EACH SPLICE �? MORE THAN UB.C. REG?UIIFESI IS°PER FLOOR E?RERIOR r'. (2)4� X d/4 FXV- (?)4AV X a/4 FXD. (2)4A0 X 9/4 F>O. t (?!4M X�1 FxD. (?I 4�X!AS FXD. (?) Sfdl� Rte?.. ���514 F�� NO: NOTE: SEE SCHEDULES ON SWEET SS , FCR SHEAR PANEL tTPt=B (NO -_ NOTE; 544ARW4LLS ANd1N ARE AT UPPER FLOOR WALLS. s-IOLDO(1N t�PES NG'TED Q •' ROOF � �IN� PLAN +•IOLDOIUVS BNOIII '!E AT QASE OF THESE SNEARWALLS (AT UPPER FLOOR) Coral mr.SM30 6UP2001-00385 is of 20 FI aCr4L.Et 1/4" s; 11-A0 OF VE cm 1!1111111 1111111! II 11 ) 111111 I (I I11111111I IIII 1111 11 1 1 I !III 1111 1111 1111 IIII 1111 IIII 1111 Illi 1111 1111 ! ) 1111 IIII Iill , 1 "~-~ I - �, a^+rrca..,.�sn.:.H, .N � I I � 11� 1,� 11�� 114 I I I 1 1 I ui�llninul1n111n111n111)1I11nI1i ,) 1n11111�u,IIn11I1'inlnn 111111111 linlulllin1111n11n11n11111i1j111�� LIN • 3 I I rT,rn` r 10 .10M i6 )� IS IIi 20 21 99 93 �4 2d �e 27 ae Zv 3'0 - — x qm c. A ,1 t k , •..-...: ., ,- :.., ,.,,;. .: ., 'v. .. 1. -,,;:4 y,,p yp , �v.. f ---UPPER �vl N ,'�f / FLOOR SHEARVvALL �l E,4, k4381)OP (2) I&CI COMMON NAIL5 @P 12" O.G. i 2X BLOCKING BETWEEN FLOOR JOISTS -- 4" MIN. GONG SLAB WITH OREGON I WITH 16d COMMON NAILS 0 6' O.G. REINF. PER DETAIL A/54 9� 30, 1 1 -LOWER FLOOR 5HEARWALL ,- / SFrH M 2X12 JOIST IN TOP FLANGE HANGER �� EXP. 12-31-02 J 10 X O R 04 CONT c v FLOOR SHEATHING ANC Q - 2Xb CONTINUOUS UPPER o51, r• EXTERIOR SHEAR WALL .SHEATHING COX PLYWOOD ON INSIDE WALL STUDS f'j If 6" GONG WALL WITH 04 `✓ERTS. ® 18' a� O �+ NAILING TO EXTEN.. TO - AND NAILING PER PLAN (CONTINUOUS OF PARAPCT WALL O • 4 O G AT WALL q WITH 12" HORIZONTAL_ � � IT `fl to ExTERIOR SHEATHING t - ,- ACROSS FLOOR JOINT) v 5HEARWALL TO FLOOR DETAIL ` - � --------------- � ROOF JOISTS 51MP50N H165 0 80" D.G., H !� RETURNS TOP AND BOTTOM AND a4 01 m WRAP OVER LEDGER HORIZ 5 AT 18" OCO D -�_0 bBO.G KING PLATE WITH Ibd NAILS PER ROOF FRAMING PLAN (EVERY FIFTH STUD) SALE: �a" = I'-O" `� - 04 DONT, u� o U x L 3 " arr �---PANEL EDGE NAILING 2Xb BLOCKING _ Y ty Jl �� -5HEARWALL PANEL EDGE ELEVATOR PIT DETAIL /--BRICK VENEER, SEE ARCHITECTURAL / NAILING TO BLOCKING X T C DRAWINGS FOR TYPE, SIZE, AND " Q �-2X6 CONTINUOUS UPPER WALL STUD5 _ ATTACHMENTGC?X PLYV%'�OD ON INSIDE = (NOTHGED AS 5HOWN) 8 SCALE: 4'a" = 1'-O" OF PARAPET WALL n -51MPSON H165 a 80" D.G., WRAP U I OVER LEDGER (EVERY FIFTH STUD) Q. " 5HEARWALL ® FLOOR DETAIL EXTERIOR WALL SIMPSpN 'ITT' TYPE TDP --- - ' - -- �" / SHEATHING FLANGE HANGER 2X4 BLOCKING � SCALE: 2X8 LEDGER WITH (2ROOF JOISTS) 16d LOCATION "B" "D" TOP REINF. BOTTOM REINF. 1 I�j"■I'-0" � PANEL. CDGC NAILING NAILS AT EACH WALL STUD � 5HEARWALL _ -- - -- PER ROOF FRAMING PLAN-I TO BLOCKING • �\ / BI 12" all NONE (1) - 4 N ROOF PARAPET DETA I L - FLOOR SHEATHING AND c `- �- EXTERIOR .HEAR WALL SHEATHING NAILING TO EXTEND TO / AND NAILING PER PLAN (CONTINUOUS _ EXTERIOR SHEATHING SGALEI. 3a" = I'-O" �--�" PLYWOOD (OR 05B) SHIM B2 12" 12" (2) - a4 (2) - R4� ACROSS FLOOR JOINT) - - B3 12" 18" (2) - ■5 (2)`- 05 OPEN WEB FLOOR 2X BLOCKING BETWEEN FLOOR -EXTERIOR WALL SHEATHING JOIST PER PLAN JOISTS WITH Ibd NAILS 0 6" O.G. --_ �% B4 18" 18" (5) -• a5 (3) - ■5 UPPER T� COLUMN — �- PANEL EDGE NAILING - ' NOTE: SINGLE REINF, BAR. SHOWN IN DETAIL REPRESENTS TOTAL `� REINFORCING STEEL REOLIRED. SPACE MULTILPLE BARS Ce) 3" OG M'N X 6�" X 8", TYP. (2) PLACES 2X8 LEDGER 'LCT IN' TO -- BRICK VENEER, SEE ARCHITECTURAL TYP. e STUDS WITH (2) Ibd NAILS DRAWIN55 FOR TYPE, SIZE, AND >:T ___--(4) c ___� ' NOTA: IF SLAB AND FOOTING ARE POURED SEPA.RATCLY, ALL ANCHOR BOLTS AND ' --_--- ATTACHMENT FLANGES sjb 1�"m A30'1 BOLTS (I" EDGE TO EACH WALL STUD - - DISTANCE TYP. BOTH HOLDOWN BOLTS SHALL BE CAST INTO FOOTING POUR, AND CMBErDMCNT 5HA-L. BC DIREGTION5), (2) PLACES. "L MEASURED FROM TOP OF FOOTING. /A . -J" WEB STIFFENER (BOTH SIDES a ROOF PARAPET DETA I L 5Q x g� r R /� 2X STUD WALL t OF BEAM) WASHER, TYP. AT / SCALE: �a" I'-O" ALL SILL BOLTS N g 5HEARWALL �_ FLOOR DETAIL � \�—Wr- BEAM (CONI-INUOUS OVER c P.T. SILL �'_ WITH '.2"m J-BOLTS AT ''i8" O.G. �L SCALE 1�"•I'-O" i COLUMN) 51MP50N 'MSTA18' STRAP e 8'-O' O.G. EMBEDDED 4" MIN (IF WALL 15 5HEAR O ---PLYWOOD SHEAR WALL s v s_4 Q (- PANEL, SCE SCHEDULE FOR SILL BOLT SHEATHING PER PLAN �Sh .� / I \ -LOWER TS COLUMN 2x8 WITH �"m THROUGH BOLTS Q d 1 SIZE/5PAGING/EMBEDMENT) \ STAGGERED EACH SIDE OF FLANGE a �l � } % /-FLOOR SFIEATHING Q TYP.}- {� 4'-0" O.G. 40 -1 TOP REINFORCING PER SCHEDULE ABO'✓C (WITH I / - IT `- t 60 BAR DIAMETERS MIN. LAPS S SPLICES) o (2) ROWS OF 8d NAIL5 0 3" O.G. UPPER FLOOR ,JOISTS PER PLAN tl- t � �•J / ALONG TRU55 TOP CHORD M CANT. WF BEAM AT COLUMN O p _ GONG. SLAB P'=R FOUNDATION PLAN ,Z WIDE FLANGE BEAM PER PLAN O to / SCALE, �a" 1'-0" (� IL 'n --OPEN WEB FLOOR JOIST (ALIGN WITH IOP OF UPPER FLOUR 5HEARWALL 7 (Y l 4 —� WALL), SHALL BE CAPABLE OF TRANSFERRING 'f ( 4 " IbIOG* OF HORIZONTAL 5HEAR LOAD FROM TOP CHORD TO BOTTOM CHORD -(2) Ibd COMMON NAILS 0 12" O.G. ;�� F - TOP REBAR LOCATION IF SLAB AND Z _j FOOTING POURED SEPARATEL`' O 2x BLOCKING BETWEEN FLOOR JOISTS f O � _ (2) ROWS OF Ibd COMMON NAILS a 4" O.G. TYP. ��W.ITH Ibd NAILS A G" O.G. r � � ' � - - BOTTOM REINFORCING PER SGHEDUL.E � 4 2 X STUDS 0 16" O.G. tL ` ABOVE: (WITH 60 BAR DIAMETERS MIN LOWER FLOOR 5HEARWALL LAPS ( SPLIGE5) `t --PLYWOOD SHEAR WALL SHEATHING PER PLAN -_ -_-_J B � - UNDISTURBED NArI'/E 5011_ � � W Lu R 5HEARWALL TO FLOOR L�ETA I L FLOOR JO I ST ® 1 -BEAM META I L THICKENED SLAB DETAIL Q U SCALE, �' ■I -C� SCALE: 14" I'-O" � U SCALE: �4" S 1'-0" Ih Z TS COLUMN PER PLAN1 1 -T5 COLUMN rL_--� SHEAR04ALL TO FLOOR DETAIL WF BEAM AT TWO I 1 r �" SLOT IN TS Z WF BEAM FER. PLAN (SEE I I LOCATION TOP REINF. BOTTOM REINF. -� SALE, 3a" = I'-D'f SIDED CONNECTION I COLUMN FOR FE U I DETAIL 'F_' FOR CONNECTION) V4"I 1 I� Al (I) - 04 (I) - ■4 (�/ 4 I" • ENDS ROOF SFIEATHING t____________ ____te r f J"O A50-7 BOLTS (5F--E: Zt,, --r' - I PLAN FOR NUMBER OF A2 (1) - M5 (I) - 05 �. uJ IL 8d NAILS STAGGERED A 3" O.G, i O 1 110, --- = BOLTS, NOTED F"D A3 (`) _ p4 ALONG TRUSS TOP CHORD `-- i T T y ROOF I-JOISTS PER PLAN loll I i p EXTEND h'_ AT TWO 101 1 1 IO - f11} 2 x b �W 16" O.G. WOOD w SIDED CONNECTION I I 110 - WF BEAM (CENTER ON STUD WALL WITH 1.12"(P 2 U1 2X JOISTS PER PLAN COLUMN) J-BOLTS EMBEDDED "1" MIN. TSO x WASHER, TYP. -- _ i A• ALL SILL BOLTS AT 48" O.C. (TYP. U.N.O., 5EE 1 1" a ENDS TOP FLANGE ITT HANGER FROM 1 /�:7 I I ��--- fib' PLATE 5HEARWALL- 56HCDULE FOR SIMPSON 'EGGO3,V4' WELDED -- ---- _ DOUBLE TOP PLATE - - I I - REGUI WAL P CING AT �b 2 /® BEAM 510C (BOTH 51DE5 / 4" GONG SLAB WITH bxb - W1,4 x TO COLUMN - __ s;,1_i �_ ��----2X STUDS 0 16" O.G. '4 5yib �\F TWO 51C�CD CONDITION) _ / W1.4 WELDED WIRE MC^H -- LAP v iib"41 BOLTS PER SIMPSON ���_ TMP BRICK `✓SNEER, 5EE LATA!06 SPECIFICATION PLYWOOD SHEAR WALL - �, f p R IN -- SHEATHING PER PLAN E WF BEAM TO T5 COLUMN DETAIL ARCHITECTURAL'VGTURAL D AW G5 5L.4E3 EDGE IN5JLA710N PER ARG'-4ITCGTURAL DRAWINGS POST TO 5MAM DETAIL SCALE, %'*'-O" #4 VERT5. WITH 5TD. HOOK io �1 ® FTG caD 24" O.G. -�__ SCALE, 114j'■I'-0' K 5HEARWALL TO ROOF DETAIL I�TMP " BASE PLATE X 4�" - i'° • r SGALEI �aff I f-Off GRADE - - ---- - .I ITT;, - BREAK IN SILL PLATO _111 -TS COLUMN PER PLAN _ _ JA 1 TYP. =III III: I I�I �-ROOF 5HEP,7HING SILL BOLT5/WASHERS —I I1-=I (b) Y2"m BOLTS COUALLY SPACED f` z I-1 PER SCHEDULE/PLAN � .r = 3" �� � O -I�1- --tl--ir- 8d NAILS STAUGERED ® 2 O.G. L �) ALONG TRUSS TOP CHORD �I•• - a� �) U - - EDGE CF STEM WALL ROOF I-JOISTS (A,LIGN WITH TOP +-� " -� 1 i_= ti O '� OF WALL) - ' POUR JOINT -% 1 I 1 - 5CC ABO /C SCHEDULE FOR TOP m EDGE OF SILL _ 18' Q Q! 111 \ UNDISTURBED �1 AND BOTTOM R.CINFORGING -- Ibd COMMON NAILS 3" O.G. TYP, / REOUIRCD TO BE CONTINUOUS AT NATIVE SOILTOP Or- V - 75 4 X 4 COLUMN WITH (2) 54"m F-OO IN�W(LOCATE BOTTOM BARS 3" SHEARPANEL EDGE NAILING PER PLAN 2 x STUDS 0 Ib' O.G. Na \ EXTERIOR EDGE OF SILL ANCHOR J-BOLTS EMBCGJED b" CLR. FROM BOTTOM OF FOOTING) �_ - PLYWOOD SHEAR WALL c MIN, (SEE MAIN FLOOR PLAN FOR NO: SHEARPANEL PER ELAN ��'� r PLATE/ST,-M WALL COLUMN WALL THIGKNC55) SHEATHING HIND PER PLAN p SHmARYVAL1 TO TS COLUMN DETAIL. 5HEARWALL TO ROOF DETAIL D T5 COLUMN BASE DETAIL _ q TYP. PDN. MALL/FTG. SECTION raCIV.E, I •■1' SCALE, " I'-O" Coral Str 9430 s SCALE: 44" = 1'-D" OUP2001-003851 � -n = � SCALE, IIS" I'-O" ►'' 19 of 20 CF FIVE MARTIN (KFICf PiM, bF 1 All GNf f T�••1 +`i '�-(�' f +f' 11 ctli IIIIIIIII IIIIIIIII IiU�llll 11nIIin`IIII�III Iuillul+IIIIIIIIf Iln�uuIIIIIIIIII IIIIIIIII 1;11111 ILII ILII !Ili II tlyllu ILII I 11 ILII ILII Ilf 1111 1111 III ILII II11 ILII ILII ILII III 1111 ILII ILII 1111 ILII Ifli lii IIIi 1111 i;n III! IIiI 1 II 11n 1!n L� f1TY s>TII! + •l 6 i s� ll i I is . ih il4 I Ile 11� 111e IIs 12l0 I all I Zle I 2I3 2I4 12�g 1 e�e I a�� I $Ie 12�e I a o 10 cm f _ TE- - r ^ , } •(� Idf c' �yl tit� t - �� �? t. , r .- .; .. .. .r. ..,-1.: M. :... !'. >. :. , ., , . .. ... :., xF "r.,r,Y•S>• .. i rTrk tv.r,. D".. ?}. .. 'M 'fr , Y. v ` 4 4 �Jr r "1 Ji 43 9 GENEfRAL 5Tf;;�UCTUfRAL NOTE5 OREGON V. 501 L o. �e�y G. ROUGH CARPENTRY SFr + A• GENERAL "'V--�"r��"' Y�Y- /,� '1. UNLE55 OTHERWI5E NOTED, MINIMUM COVER FOR REINFORCING 5HAl_� BE 3" - - H M.IL-\G I. 501L BEARING VALUES PROVIDED BY PROJECT SOILS ENGINEER L!� vWERE CONCRETE 15 POURED AGAINST EARTH, 2" INHERE CONCRETE S I. CODE REOViREMENTS: DESIGN CONFORMS TO THE UNIFORM BUILDING CODE, �_- _�_�� �.__ - - _f_-__� __.-� EXPOSED TO EARTH, AND 1 1/2" ELSEWHERE. 1. LUMBER SPECIES AND GRADES SHALL BE A5 FOLLOWS UNLESS OTHER.WI5E EXI'. 1'L-31-02 1991 EDITION, A5 AMENDED BY THE STATE OF OREGON. 2, ALL OVER-EXCAVATION SHALL BE BACKFILLED AND COMPACTED WITH 5HOAN ON PLANS (VrWPA OR WGUB STD. NO. 16). 5TRX,TURAL FILL, OR WITH CONCRETE TO SAME SPECIFICATIONS A5 6. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE AGI a. JOIST5, BEAMS, STRINGERS, d COLUMNS - VOuGLA5 FIR-LARCH 002, U N.O 2, CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS 4 DIMENSIONS SHOWN ON FOOTING CONCRETE. GLEAN ALL FOOTING EXCAVATIONS OF LOOSE DETAILING MANUAL - 1g85 (5P-66). DRAWINGS. ANY DEVIATIONS SHALL BE IMMEDIATELY REPORTED TO THE OWNER, MATERIAL BY HAND. b. BvCK5, BLOCKING, BRIDGING, d M15G. - DOUGLAS FIR-LARCH 43 OR BETTER C 9• REINFORCED STEEL SHALL BE SECURELY TIED IN PLACE WITH 0016 DOUBLE " u► p 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ANY 51 f[ CONDITIONS 3. ALL FOOTINGS SHALL BEAR ON NATIVE, UNDISTURBED SOIL. ANNEALED IRON WIRE. r- 2x WALL 57.)05 - DOUGL.A5 FIR-LARCH "5TUD" OR STANDARD" d� SHEAR ✓'BALL STUDS - DOUGLAS FIR-LARCH 42 GRADE OR BETTER L u r0 EI CAUSED BY THE CON5TRUCr10N ACTIVITIES. > W +� G. GONCREJ. IXIX p� M d) 4, CONTRACTOR SHALL PROTEGE ALL EXISTING NEW UTILITIES, STRUCTURES, AND d. SILLS. . EDGERS. PLATES, ETC. IN CONTACT WITH CONCRETE PRESSURE C O T p r-OUIPMFNT FROM DAMAGE. E, FILL MATERIALS I. USE TYPE IA GEMENT, PER A5TM 0150 UNLE55 OTHERWI5E APPROVED. TREATED DOUGLAS FIR-LARCH 002 OR BETTER m- � W o an x S. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED 5TRUGTURE AND ARE NOT I. COMMON FILL: SELECT EXCAVATED 51•TE MATERIALS OR IMPORTED 2; MINIMUM MIX REQUIREMENTS: C. PLYWOOD - APA RATED G-D GRADE WITH L:xTERIOR GLUE Y 4 INTENDED TO INDICATE THE �<_AN5 A METHOD OF CONSTRUCTION. THE CONTRACTOR MATERIAL, 5�"UB5TANTIALLY FREE OF TOP501L AND ORGANICS. ALL a. SLUMP 2 TO 4 INCHES SHALL PROVIDE AND BE RESPONSIBLE FOR ALL 5HORING, BRACING, SCAFFOLDING, c F. PARALLAM PSL' BEAMS -- AS MANUFACTURED BY THUS JOIST MACMILLAN. MATERIAL U.�ED SHALL BE CAPABLE ."•F BEING ADEQUATELY COMPACTED b. AIR ENTRAINMENT: 4 TO hAi k(� O FORMWORK, GU`T'S, RIGGING, AND OTHER TEMPORARY SUPPORTS AS NEEDED TO FOR SPECIFIC USE OF AREA TO BE FILLED. c. WATER/GEMENT RATIO: 0.400 MAXIMUM PLYWOOD - APA RATED G-V GRADE WITH EXTERIOR GLUE Q M SAFELY RESIST ALL LOADING IMP05CO UPON THE STRUCTURE DURING ERECTION ! d. CONCRETE 28-DAY 5TREN6TH5: CONSTRUCTION. 2. STRUCTURAL FILL: TO BE DESIGNED AND STAMPED BY A PROFE55IONAL 2500 psi TYP., U.N O. g. GLULAM BEAT,15 -- DF/DF GRADE 24F- /4 U NO. ON DRAW NG5. PLACE WITH ENGINEER OR GEOLOGIST, RE615TERED IN THE 5TAT 7 OF OREGON. BEST LAM5 DOWN, U.N.O. EXTERIOR GRADE REQLRED FOR ALL MEMBERS b. DESIGN PRAWING5, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND PLACED IN EXTERIOR APPLICATIONS (5EALANT5 REQUIRED ONLY IF LE55 FABRICAtT10N OF ITEMS DESIGNED BY OTHERS, SUCH AS WOOD ROOF TRU55E5, WOOD FLOOR JOISTS. AND WINDOW d STOREFRONT SYSTEMS, SHALL BEAR THE F CONCRETE 3. CONCRETE TESTING IS NOT REQUIRED ON TH15 JOB. THAN O" TO EARTH). SEAL /AND SIGNATURE OF A PROFESSIONAL ENGINEER, REGISTERED IN THE n. WOOD STRUCTURAL PANELS (SHEAR PANELS, WALL t FLOOi< SHEATHING) -- 5TATF_ OF OREGON, AND SHALL BE 5UBMITTED TO THE PROJECT ENGINEER I. ALL WORK SHALL COMPLY WITH AGI CODES AND STANDARDS, 4. MAXIMUM AGGREGATE: 51ZE SHALL BE 314" UNLESS OTHERWISE NOTED. PANELS E -#ALL BE MANUFACTURED U51NG EXTERIOR GL,)E. SHEAR PANELS PRIOR TO FABRICATION FOR REVIEW. AND ROOF AND FLOOR DIAPHRAGMS SHALL BE CONSTRUCTED WITH INDIVIDUAL A. F0RM6QIZK AND SHORING 5. CONCRETE MIX DESIGNS AND PRE ✓IOUS TEST REPORTS SHALL BE SUBMITTED TO 5r''ET5 NOT LE-55 THAN 4 FEET BY b FrET, EXCEPT AT BOUNDARIES AND IPROJECT ENGINEER FOR RE`✓IEW 14 DAYS PRIOR TO PLACEMENT OF' CONCRETE. CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24 INCHES 1 B. DESIGN CRITERIA I. CONTRACTOR SHALL BE 50LE�Y RESPONSIBLE FOR PROVIDING THE NECESSARY FORMWORK AND 5HORING SUITABLE FOR THE CONDITIONS INVOLVED AND COMPATIBLE D. INSTALLATION UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING WITH THE FINISHED APPEARANCES. MENDERS OR. BLOCKING. FRAMING MEME3ER5 OR DLOCKING SHALL DE PROV'DED I. WIND - 50 MPH WIND, EXPOSURE "B" � AT THE EDGES OF ALL SHEET IN SHEAR WA�,LS I. IN COOPERATION WITH ALL TRADES AND OTHER CONTRACTORS, ALL INSERTS AND ,,. -.,.-.,,�--✓U-�-� EMBEDDED ITEMS SHALL BE PROPERLY LOCATED AND SECURED IN POSITIONBY D ^ LE ) 2. SEISMIC, 2. DEFLECTION OF FORMS AND FORMWORK SHALL NOT EXCEED Lr360.UNDER FULL LOAD. �C-JJALLL BEAMS TO BE SUPPORTED BY DOUBLE 2 X b (MIN.;, TYP. U.N.O. EARTHQUAKE DESIGN 15 BASED ON THE FOLLOWING PARAMETERS: BEFORE CONCRETE 15 PLACED. Z t. .3 (ZONE 3) B. REINFORCING I • 1.0 2. ONCE GONGRETINr� IS STARTEC IT SHALL BE CARRIED OUT A5 A CONTINUOUS 2. PROVIDE FIRE BLOCKING WHERE REQUIRED BY CODE 1 Co - .36, Cv a .54 I. ALL PRIMARY REINFORCING SHALL BE DEFORMED BAR, ASTM Ab15, GRADE 60. OPERATION UNTII_ THE PLACING OF THE SECTION 15 COMPLETE. CONCRETE SHALL R ■ 3.5 (BOTH DIRECTIONS) BE PLACED IN GENERALLY HORIZONTAL LAYERS NOT MORE THAN 12 INCHES THICK 3. GONNEGTOR5. 3. DEAD LOADS: ACTUAL STRUCTURAL WEIGHT 2. STIRRUPS AND TIES: A5TM Abl5 GRADE 40. AND COMPACTED U51NG IMMERSION TYPE VIBRATORS, WITH A MAXIMUM -7000 RPM WHEN IMMERSED, INSERTED VERTICALLY AT Ib INCH SPACING, PERIOD OF a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN GAPS GOLU'''N 3, WELDED WIRE FABRIC SHALL CONFORM TO A5TM A155. VIBRATION AT EACH POINT 5HAL1 NO LESS THAN 5 SECONDS NOR MORE THAN BASES, ETC. SHALL BE "SIMPSON" BRAND, OR AS DETAILED PRIME GOAT I 4, LIVE LOAD5: ROOF - 25 PSF (5NOV4) 10 SECONDS, OFFICE FLOORS - 50 PSF PLUS 20 PSF PARTITION LOAD 4, PROVIDE 2'-0" X 2'-0" CORNER BARS TO MATCH HORIZONTAL REINFORCING (OR MISCELLANEOUS STEEL. FILL ALL MOLES IN CONNECTORS WITH LARGEST NAIL OR I EXIT CORRIDORS - 100 PSF CONTINUE AROUND CORNERS AND LAP 24" MIN) AT ALL CORNERS AND INTERSECTIONS. BOLT SPECIFIED R MHALL CONNECT ALL BEAMS50A AND JOISTS NOT t:HANGE 3. PLACE CONTROL JOINTS OR CONSTRUCTION JOINTS IN CONCRETE ON GRADE AT ON OTHER MEMBERS SHALL CONNECT WITH IGBO APPRO ./ED✓ED 'U" TYPE HANGER, O I 25'-0" O.C.. MAX. CONTROL JOINTS SHALL BE EITHER I" DEEP SAINCUT OR PRE UNLESS OTHERWI5E NOTED. 5. SOIL BEARING CAPACITY - 2000 P5F 5. UNLE55 OTHERWISE NOTED, ALL HOOK5 SHALL BE AGI STANDARD. FORMED STRIP APPROVED BY ENGINEER. CONSTRUCTION JOINTS SHALL BE EITHER A I" WIDE BY 1 1/2" DEEP KEY OR 12" LONG DOWELS WITH ONE END '�,M N NAIL b. MINIMUM BAR LAPS AT SPLICES SHALL BE 60 BAR DIAMETERS OR 30", WHICHEVER GREASED AND SPACING TO MATCH SLAB REINFORCING. b. NAILING - ALL NAILS ALL NAILING IN THE PLANS SHALL U CO O 1- UNLESS G. SPEGIA� INSPECTIONS IS GREATER. U.N.O. OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH UBC TABLE 23-II-B-I, NAILING I SCHEDULE (5EE BELOW). O I I• STRUCTURAL WELDING. © 4. DELIVERY AND STORAGE: ALL LUMBER AND PLYWOOD DELI"/FRED TO THE SITE, SHALL BE PILED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. 1 U . E3 .� . 7 A 5 L E � 5 -II - �- i -� z � PLYV�lO©D SEARWA�.L ��+EDULE SHEARWALL HOLDOV�1� SCHEDULE CONNECTION _ NA LIN6' Z BRAND AND MODEL I JOIST TO SILL OR GIRDER, TOENAIL MIN. h"Q SILL J-BOLT Ibd COMMON n NAILING b SPECIAL INSTALLATION INFORMATION 2. BRIDGING TO JOIST, TOENAIL EACH END 2-ed SHEATHING SPACING (7" NAIL SPACING AT TYPE 51MP50N SILVER TYPE PANEL EDGES REQUIREMENTS ^' 3. 1' x b" SUBFLOCR OR LESS TO EACH JOIST, FACE NAIL 2-ea THIGKNE55 EMBEDMENT) 2.x SILL PLATES _ __-_-_�_� __ __`__ _ _ 4, WIDER THAN I' X b'=UBFL- OR TO EACH ,FOIST FACE NAIL ?-�� � � CENTER HOEDOWN ON DOUBLE 2x STUD MIN AND ATTACH TO STUDS 5. 2" 5UBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-Ibd Z3 „ 8d NAIL5 „ „ PHD5' -- WITH (IB) SIMPSON DS%4X3' SCRE?5. INSTALL 1'"0 STD. J-BOLT 601. SOLE PLATE TO JOIST OR BLOCKING, TYPICA- FACE NAIL Ibd • Ib" 0c O 15/32 36 ('> - EMBEDDED W MIN INTO CONCRETE FOUNDATION bb. SOLE PLATE TO J015T OR BLC'CKING, AT BRACED WALL PANELS 3-Ibd pe- Ib c 1 (� 7 TOP PLATE TO STUD E_ND NAIL __ -160 V y CENTER HOLDOWN ON DOUBLE 2X STUD MIN. AND ATTACH TO STUDS 0. 5TUD TO SOLE PLATE 4-5d, toenoil or 2-Ibd. o^d ro" e+-1 „ 8d NAILS „ PHDO' -- WITH (10) 51MPSON '50514x3' 5GREYww;. INSTALL 1b"m STD. J-BOLT 01 DOUBLE STUDS. FACE NAL bd 0 74" o r �+�iLu O 15/32 „ 24 4 f) EM[3EDDE0 14" MIN. Iwo CONCRETE FOUNDATION 10o. DOl1BLED TOP PLATES, T``"PIGAL FADE NAIL 160 • 16- o c ® 4 O.G. _ _ _ INSTALL STRAP ACROSS FLOOR LINE WITH • OF IOd NAILS INDICATED IOb. DOUBLED TOP FLATE�LAP SP.IGE 0" E'a � IN PARENTHE`iE5 AT EACH END OF STRAP INTO FACE OF 2x 5TUD. 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL '3-Bd 15/32„ 8d NAIL-5 1811 411 SEE NOTC 5) BELOW ® MSTA36' INSTALL EQUAL LENGTHS OF STRAP ABOVE AND BELOW FLOOR JOIST 12 RIM JOIST TO TOP PLATE. TOENAIL 00 • Ib" o r O 0 311 O G 13. TOP PLATES, LAP5 AND INTERSECTIONS, FACE NAIL 2-16'J I -- INSTALL STRAP PARENTHE5E5 A ACROSS,H END OFNE 10111TH 0 Or I&d NAILS INDICATED STRAPINTO FADE OF DBL 2X 5TUD. 14, CONTINUOUS HEADER. TyIrO PIECES v _ bd • Ib O c. O O�C� OOGh �- 8d NAILS 5EE NOTE 5) BELOW O MST37' I GE1LiNG-aOT� TO , clac LATS, rO WAIL tn Tj 15 32' „ Ib" 3" INSTALL EQUAL LENGTH5 OF STRAP ABOVE AND E3ELOY'1 FLOOR JOIST. Ib, CONTINUOUS HEADER TO STUD TOENAIL 4-00 IS 2 O.G. I7. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-I60 ? �1 INSTALL STRAP ACR059 FLOOR LINE WITH • OF Ibd NAILS INDICATED IO 'MSTbp' -- IN PARENTHESES AT EACH END OF STRAP INTO FACE OF DBL 2x STUD. 10. GEILING_J015T5 TO PARALLEL RAFTERS, FACE NAIL _ 3-1601 15/32„ 106 NAILS 7tE NOTE 5) BELOW INSTALL EQUAL LENGTHS OF STRAP ABOVE AND BELOW FLOOR JOIST IQ RAFTER5 TO PLATE, TOENAIL OH ,r 1rr `� 2�� Q G 12 2� �oI^ BRAGS To EACH STl1D ANU PLATE. FADE NAIL �-ed CENTER HOEDOWN ON 4Xb STUD AND ATTACH TO STUDS WITH (4) I'V 21. 1" x 0" SHEATHING OR LE5`• 'O EACH BEARING, FACE HD14A' -- THRU-BOLTS. INSTALL- 1"m 5TO J-BOLT EMBEDDED 19' MIN. INTO Z?; vrID__ THAN I" X a- SHEATHNG TO EAe_,H BEARING AGC NAIL 15/32" 8d NAILS SEE NOT- 3,1 BFLOW I ! CoNGRETE FOUNDATION. 23 BUILT-UP CORNER STUDS _ O24 BUILT-UP GIRDER AND BEAI"15 20d • 32•' o.c at top and bottom and stoggered 2-200 EACH SIDE 05,10.0. IO - 2 �� U at ends and at each splice �) _ NOTE: HOLC�OWNS I 4 AND b ARE NOT USED ON THIS JOB. 15!32' 8d NAIL5 (2) NAILS @ SEE NOTE 5) BELOW 25 2" PLANKS 2-tbd at eoch bearlrS O EACH SIDE w ;2" O.C. 8fr yw, O.G. TYP. NOTES: - - -- ------ - --- - ---- -------- ►„ w iY 1) ALL ANGr.OR BOLTS TO BE GRADE A307 AND MAY BE 5iTD. 'J' TYPE BOLT OR HEAOED BOLT. 26, WOOD STRUCTURAL PANELS: I @ SEE NOTE 5) BELOW SUBFLOOR, ROOF AND V•IALL SHEATHINv (To FRAMING): a I- I�/32" IOd NAIL5 11 (2) NAILS ® (ASTM A36 THR'D.D ROD WITH FULLY ENGAGED NUT/WASHER MAY BE SUBSTITUTED FOR BOLT.) bd O b CENTER 'Hp' HOLDOWN ON 5TUD TO WHICH IT ATTACHES (MIN. 244" FROM EDGE OF GONG). h" AND LESS ed' Or bCl I_ a- EACH SIDE ® ,Z Q.G. 2 O,G. 2) ALL STUDS AT HOLDOWNS TO BE DOUGLAS FIR-LARCH LUMBER (OR LUMBER WITH SPECIFIC 101/32" TO 3/4" 8d s GRAVITY OF .50 OR &REA TER). STUD INDICATED IN SCHEDULE ARE MINIMUM THIGKNE55E5. 14' TO 1:4" ICo' Or 8d' OADD STUDS AS REO'D. IF BOLT HEAD 15 COUNTERSUNK. COMBINATION SUerLOOR-UNDERLAYMENT (TO FRAMING), bd' 3) UN�RNER STUD SS NOTED TNOLDOWNS�NDIOVIN GATED AWAYDNEAR CORNERS SHALL ATTACH 70 FROM CORNERS SHALL ATTACH 70 3'01° AND LF-95 7�„Tp la, IOd4 or 8d' Q NOTES: _ - - I DOOR OR WINDOW JAMB STUDS. SEE ARGH'L. DRAWINGS FOR DOOR AND WINDOW I 1) SHEATHING SHALL BL" PLYWOOD OR ORIENTED STRAND BOARD (05.8) OF &RADE c. D, G-G STRUCTURAL II LOCATIONS. 1 OLOOWN5 MUST CONNECT TO STUDS RECEIVING SHEAR PANEL SHEATHING � OR BETTER AND CONFORM TO U.BG. STANDARD 2!i-A. NAILIN& AT UNSPECIFIED LOC,'"'IONS TO BE bd NAILS AND "PANEL EDGE" NAILING (5EE SHEAR PANEL SCHEDULE), U.N.O. FILL ALL NAIL AND BOLT ' USE COMMON NAILS, UNLESS SPECIFIED OTHERWISE � • 6" O.G. AT PANEL ED&ES AND • 12" O.G. AT INTERMEDIATE FRAMING. ALL NAILS 9E "COMMON" OR MOLES WITH 51Z P F EGIFI P N F GTURER' 2NAILS TO BE SPACED AT 6" O.G. AT PANEL EDGES, 12" O.G AT INTERMEDIATE SUPPORTS I `F'p CU 1 ' 'bALVANIZED BOX' TYPE NAILS. 4) IF L 5 Q OGGIIR O FLO -TO-FLO R CONDI ION, E I ATED BOLTF-D ExGEPT b" O.G. AT ALL SUPPORTS WHERE 5F'ANS ARE 010' OR. MORE, FOR NAILING OF Kl a 2) ALL PANEL EDGES TO BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. ALL BACd JP PRAMING TO CONNECTION TO STUD ABOVE AND BELOW FLOOR LINE. OF SHEAR PANELS, SEE PLAN FOR TYPES AND SCHEDULE FOR NAILING INFORMATION. Be 0001sLAS FiR-LARCH 42 LUMBER OR BETTER. AT SHEAR PANEL ENDS, "PANEL E06E" NAILING SHALL 5) UNLESS NOTED OTHERWISE IN A SPECIFIC DETAIL: s COMMON OR DEFORMED SHANK NAILS 4' ' BE INSTALLED AT STUD(5) TO WHICH HOEDOWN 15 ATTACHED. IF HOEDOWN STUD 15 MADE UP OF MULTIPLE INSTALL 004 CONT. HORIZ. REINFORCING BAR 2" DOWN FROM TOP OF CONCRETE AT ALL 4 COMMON NAILS. STUDS (SEE HOEDOWN SCHEDULE), DIVIDE 'PANEL EDbE' NAILINb EQUALLY TO EACH 5TUD. FAGS NAIL HOEDOWNS. AT ANCHOR BOLTS, PLACE BAR ON SIDE CLOSEST TO EDGE OF CONCRETE. 'DEFORMED SHANK NAILS. BAR SHALT_ EXTEND 5' MIN. IN BOTH DIRECTIONS FROM HOEDOWN. IN REGIONS OF HORIZ. I� MULTIPLE STUDF AT HOLDCW4 TOGETHER WITM 16d NAILS AT 13' OG. MIN.,U.N.O. BAR, INSTALL 004 VERTrS•. • 18" O.G. WIrH 6" STD. HOOK AT FOOTING. TIE HORIZ. BAR V4 3) WHERE PLYA000 15 APPLIED TO BOTH FACES OF A WALL AND NAIL 3PAGIN6 15 LESS THAN b" O.G. ON TO ANCHOR BOLT PRIOR TO POURINCP CONCRETE. + U EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMINIG MEMBERS. ALTE LY, INS • PANEL JOINTS SHALL BE " NOMINAL THICKER WITH NAILS ON EACH 1 IDE ST D. Q I I- I 4) IP AI! 1 I ON TM DE A 6 IN. 5 IU s) AT THESE PANELS ONLY,FOUN7ATION SILL PLATES AND ALL FRAMING MEMBERS AT ABUTTING PANELS SHALL III r BE 9x NOMINAL MEMBEIb. r Q Q tl (Y iM rI a (N 7 a - j. 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