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Plans (5) BU P2014-00122 RECEIVED L.rS MAY 28 2.014 ORATIONCITYOFTIGARD BUILDING DIVISION ARCHITECT S 720 NW Davis 503.221.1121 Suite 300 503 221.2077 U ts.com CITY OP TIGARD EXTERIOR RES Tt t c Portland OR 97209 vvww.lrsarchitec Police Permit and .,7 City 13125 SW Hall BID/PERMIT SETN 05/06/141 9 N .7223 PROJECT DIRECTORY VI CINI TY MAP SITE MAP NOT TO SCALE (T3 NOT TO SCALE CONSULTANT: OWNER Cityof Tigard Kim McMillan km@tigard-or.gov m .4.f.. " CITY OF TIGARD ,,,,,, , Phone(503)718-2642 ,; ': ��. „ „ �� •�` � � ' `� � �•>` 8777 SW Burnham Street � � �, tf ,�;� ,� \�,�,�' ` V c byPlanning , ;�: f �. L A ro e Tigard,Oregon 97223 �,: a >m � ` Ilititintilliiii, .` .` .. Date: 5 2S�lL1 _ _ r� E�` , ., ��PEGTiON RE U1RED ,�, � ,:. , ,,,,;,; , ,. _ , . � x r, Initials: SPECIALQ l LRS Architects, Inc. Paul Bound bound Irsarch tects.com �, ,, ..: State of Oregon Structural Specialty Code ARCHITECT Y P Y@ ,�> ,: ����� =4.:, � w \����; u � � � ��� �.,, . .. .. .... Suite 300 Phone(503)221-1121 �" K, t Ae 720 NW Davis St. =s' ��� ��' , » kk �y L ( 711 >k Fax(503)221-2077111:::.:::,,,,,,,,::::::::",:„.....„:„::.g.:::.:.:1:..: , . ;;. "' , - Concrete and ReinforcingSteel Portland, OR 97209 ..a4. �.-.: .. , :. �?;,'� \s �� `�io«. ❑ ��� ,:: � • : . " „ r: \� � 1111' 11; Bolts Installed in Concrete Y ,"yo: --1 �:,Fro*„ ,ec- ,'f: ':S,✓i� Mar ,} *. "0.tibL: :: : .. ;, '�I�,,..\ \ :v 4� vSfE, �fsq9 ,A` Special Momen#-Resisting Concrete Frame + b.france oh d.net ,-_, •. � -„.. r _ ,»• '; �, � ��::. � �,> ,,, Oh PlanningDesign Deb France de �� REP. @ P •. ` OWNERS 9 , m'< l Phone 503 �$f? $000 ra Y*� :. \ ❑ Reinfo Stell &PrestressingSteel Tendons 115 NW First Ave. Suite 300 ( ) , E ` ' :, ` Portland OR 97209 ,... ; x < ; �:»' �', �� �.. Structural Welding y e0.' {��:> y ter„ `i:• `* �„ i, * / 7111111111111111k x ;... ; ❑ HfgtrStrenght Bofting , ' ''' a�R ', _ x� of R. .::agimcN. tigv , ,,, A;,::,, . El moi" � � ,, Structural a5 w� .� ,� --:.•�, a�� ��� ,� � h ❑ Reinforced Gypsum Concrete v < a , • :• ❑ Insulating Concrete Fill a � ra lied Fire-Resistive Materials SITE .,� �i • J�`;, 1 .� ,<, „ ,�, ;;:.. ... .. .. � PiFinn Y Drilled Piers and Caissons INDEX ,. r '.- DRAWING �' 0 Shote B#B SW ecial Gradin Excavation and Filling ARCHITECTURAL aE SP 9• ,i ❑ Smoke-Control Systems CS COVER SHEET _ 'F173 I ,. .�. E,I.�'j✓ F' .a • '�' 3l �', `.i Other CVS'••F• '� ... .ter.. n A302 ROOF PLAN_PAINT COLORS ter! a M,:M ` ` A402 EXTERIOR ELEVATIONS ( u_E ie- I pdataE2G10orugly A501A EXTERIOR DETAILS 200 rcl' I "'y�Yry PROJECT NUMBER: 213060 A501B EXTERIOR DETAILS 1 • w l i# 1 4 A502 NEW CANOPY Al ED A503 NEW CANOPY DETAILS City of Tigard - City 'A S100 CANOPY STRUCTURAL FRAMING PLAN & DETAILS KEY PLAN Hall, Police and SCALE: NOT TO SCALE Permit Center PROJECT SUMMARY EXISTING POLICE DEPARTMENT BUILDING SYMBOLS LEGEND Exterior Restoration 1 OCCUPANCY B: BUSINESSI A COLUMN LINE CALLOUT REVISION NOTE 13125 SW Hall Boulevard PROJECT DESCRIPTION: / I Tigard, Oregon, 97223 I PROJECT AREA: BUILDING AREA ` 1 PHASE TWO S BUILDING SECTION 2® KEYED NOTE CITY HALL: 10,950 SF I A4.1 POLICE DEPARTMENT: 11,485 SF I 1 / PERMIT CENTER: 12,825 SF I 1 ENTRY CANOPY PHASE ONE Li 1 (PHASE ONE) WALL SECTION O FRAME TYPE .rt. '' w � TOTAL: 35,260 SF /J L — r `'; — — CI'rY OF'TIGARD � PROJECT SCOPE I : ,� I �- rw- j 41 NIP - irA , L REVIEWED FOR CODE COMPLIANCEK • THE WORK OF THIS CONTRACT INCLUDES REMEDIATION, REPAIR AND REPLACEMENT a EXTERIOR ELEVATION Approved: I y— A4.1 OTC: ; .:ir °,.. 9ied, ' r. t► 04 - iA OF THE EXTERIOR BUILDING SKIN (EIFS MATERIAL), FLASHINGS, SEALANTS, COPINGS, I I I GUTTERS AND ALUMINUM METAL PANELS AS INDICATED IN THE DRAWINGS AND AS 1 I I Pcrmit (1P ( ( ��� - "' SPECIFIED IN THE PROJECT MANUAL INCLUDING MODIFICATIONS INCORPORATED INTO I i ! Adcire$s: ,,, � 9� aL,iil,Mill Z'S `tom . �f L : idF {° c y'Z 1 ' THE LANGUAGE OF THE CONTRACT DOCUMENTS. I -} L 1 DETAIL IN DRAWING SET 107 DOOR NUMBER �4 Suite#s r f A4.1 By: c Datert-),[1.01 —, ALL EIFS REPAIR WORK PERFORMED TO BUILDING EXTERIOR IS TO BE CONDUCTED TO 1 I L — _ — — s — I I THE STANDARDS OF THE DRYVITCARE WARRANTY PROGRAM. SELECTED CONTRACTOR EXISTING PERMIT CENTER BUILDING A ELEV WILL BE RESPONSIBLE FOR ASSISTING THE CITY WITH ALL NECESSARY PAPERWORK Ali ELEVATION DATUM APPROVED PLANS SHEET TITLE: FOR OBTAINING DRYVITCARE WARRANTY. EXISTING CITY HALL BUILDING D B INTERIOR ELEVATION EXIT SIGN INC E [!N-ATTACHED: STRLIC URALN BOOK COVE SHEET CEILING ELEVATION ..- _1 .�5TRt1CTURAI.CA[,C5 YY GG SHEET BID ALTERNATE A: REMOVE EXTERIOR CANOPY MATERIALS, EXTEND STRUCTURE Co121, ne(5GEOTECH REPORT AND REGLAD. ._ MISC DOCUMENTS \ BID ALTERNATE B: REMOVE AND REPLACE METAL ROOFING INCLUDING OLD FINISH MATERIAL TYPE Approved pians ASSOCIATED MOISTURE TRIM, GUTTERS AND BARRIERS. shall be on jobsi•te. BID ALTERNATE C: REPAINT WINDOW FRAMES OFFICE COPY U PHASING: SEE PROJECT MANUAL FOR DESCRIPTION OF PHASING. DRAWN BY: KTS DATE ISSUED: 05.06.2014 8 /\ADDENDUM NO. 1: 5-22.2074 CS E a U 0 o0 SC cce ccc7 19 oi- 0 o0 M M a SHEET: ro LRS Architects,inc.©2014 0 N E m cc 0 1 m GENERAL NOTES 1 if 4 I . a ) 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS SUCH ARCHITECTS AS,BUT NOT LIMITED TO,EXISTING HOLES,HOLES TO BE REPATCHED AND CRACKS IN EIFS SURFACES. 720 NW Davis 503.221.1121 2. CONTRACTOR TO EXAMINE ALL EQUIPMENT,ELECTRICAL Suite 300 503 221.2077 11 BOXES,CONDUITS AND FLASHINGS THAT WILL NEED TO BE • REMOVED AND REATTACHED AFTER EIFS RESTORATION Portland OR 97209 www.Irsarchitects.com 1 HAS BEEN COMPLETED.COORDINATE WITH OWNER FOR 402 POWER REQUIREMENTS IF POWER IS REQUIRED TO BE IN TURNED OFF IN ORDER PERFORM RESTORATION WORK. 0 s •402 0 `J e 3. FIELD VERIFY ALL DIMENSIONS OF AREA TO RECEIVE PO TY — -� — � — — � 0 RESTORATION WORK. 0 " 4. ALL DETAILS ARE BASED ON DRAWINGS GIVEN TO LRS BY THE CITY OF TIGARD.SITE VERIFY CONDITIONS,REPORT DISCREPANCIES TO ARCHITECT FOR RESOLUTION. I I I gh I I iIPAINT ALL UNISTRUT,CONDUIT,BRACKETS AND 0 A402 5. ELECTRICAL BOXES ATTACHED TO EIFS TO MATCH. TYP • KEY NOTES 1O DRYVIT-451 CALAHAN(WALL BELOW) I ID I I O I I 2O— — — DRYVIT-452 STORMY NITE(WALL BELOW) 0 3O AEP SPAN-COOL WEATHERED COPPER CONSULTANT: 3 TYP AN 4O SHERWIN WILLIAMS-SW 6342 SPICY HUE •402 '402 O5 COPING/WINDOW FRAME COLOR TO BE SELECTED I I I 0 1 0 I _ _ EXISTING _ _ LEGEND 5D J POLICE •402 I I I EXISTING COPING TO REMAIN DEPARTMENT 0 BUILDING 5C METAL ROOF a 0 402 Ilk a A402 TYPO * I I I 0 . 0 I I N© 1 1 TYPO 401 PHASE 2 PHASE 1 401 AN ilik 1 I I 0 1 0 0 1 02 •402 OPP A% O 1 i O A401 s z I Sl N. / 1 I ` 1 I - `, - - O PROJECT NUMBER: 213060 - 0 1 - 1 I I ,� > � � I ®TYP I � � � I g City of Tigard City I � > - � •• -' •402 •402 ® 17'1 ,311/1 -4 } 2 402 402 r OPP , 0 Hall, Police and 0 BELOW I — I _ - - - - - - y.. _ __ - - 0 15 11's I Permit Center il i� I AI I ® I CONNECT NEW G TIER TO 27 / I O I •501 EXISTING DOWNSPOUT AT 0 M'�© 0 THIS CORNER •501 AExterior Restoration 0 TYP Ig TYP -' •402_ _ _ _ _ _ _ _ _ _ 13125 SW Hall Boulevard ■ = I Tigard, Oregon, 97223 I 0 0 I I I I I I EXISTING Aft e 15 A402 o EXISTING �,p® 401 CITY HALL • „ PERMIT CENTER • BUILDING - - - - BUILDI-N-G - - - - - - - 0 1-": 114.4:Is I I I I � � ry . ilk 0 r�'�''� I A4024 ' �. � ' L.L.L.I I 'rA TO 1 1, , „, ,., 1 I I II I `' I II I I ° I s ..„ el ' ` 41 , o oma # O - Iin— OTYPG © TYP TYP A501 0 TYP I / — — — I I I I I I I I I I SHEET TITLE: to I I PHASE 2 PHASE 1— — — — — — — — — — — 10 ROOF OAli 0 0 A401 PLAN ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c r I o DRAWN BY: KTS a U oDATE ISSUED: 05.06.2014 ADDENDUM NO. 1: 5.22.2014 d E S 1. ROOF PLAN gSCALE: 1/16”= 1'-0" P I (.1J......), ,,0 1 • m A301 ..:,,a m SHEET: LRS Architects,Inc.©2014 2 0 N f, i 1 4 GENERAL NOTES 1 , 1 r 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS SUCH ARCHITECTS AS,BUT NOT LIMITED TO,EXISTING HOLES, HOLES TO BE • REPATCHED AND CRACKS IN EIFS SURFACES. 720 NW Davis 503.221.1121 `M • 2. CONTRACTOR TO EXAMINE ALL EQUIPMENT, ELECTRICAL Suite 300 503 221.2077 ❑ BOXES,CONDUITS AND FLASHINGS THAT WILL NEED TO BE REMOVED AND REATTACHED AFTER EIFS RESTORATION Portland OR 97209 www.Irsarchitects.com 1 HAS BEEN COMPLETED.COORDINATE WITH OWNER FOR • 402 POWER REQUIREMENTS IF POWER IS REQUIRED TO BE TURNED OFF IN ORDER PERFORM RESTORATION WORK. AN 0 A B •402 D D 0J 3. FIELD VERIFY ALL DIMENSIONS OF AREA T RECEIVE RESTORATION WORK. 7Az — " 1 — 4. ALL DETAILS ARE BASED ON DRAWINGS GIVEN TO LRS BY /' " y THE CITY OF TIGARD.SITE VERIFY CONDITIONS,REPORT • DISCREPANCIES TO ARCHITECT FOR RESOLUTION. I I IPAINT ALL A402 5. ELECTRICAL BT OX BOXES ATTACHED TO EIFS TO MATCH. ,CONDUIT,BRACKETS AND • U KEY NOTES 0 DRYVIT-451 CALAHAN(WALL BELOW) . -\ I p I I I - /C \ 2 , DRYVIT-452 STORMY NITE(WALL BELOW) �, �j,/ — — — 1 3O AEP SPAN-COOL WEATHERED COPPER CONSULTANT: Cl 5A 5B 0 SHERWIN WILLIAMS-SW 6342 SPICY HUE •402 A402O COPINGNVINDOW FRAME COLOR TO BE SELECTED I I I • 0 — - - (-2-) LEGEND 5D �� P LICE • •402 I I I EXISTING COPING TO REMAIN DEPARTMENT BUILDING 5C METAL ROOF V402 AI f l 1 •402 I I I0 \ . I I I I 0 1 1 4H 4H 401 PHASE 2 PHASE 1 401 402it 402 Ci)—\----%5 I I I /� 0 CANOPY LS. .4 �/ gh O PERIMTE 2 IL i-4% ) •401 _ _ _ 0 ` — — © — — — _ 0 PROJECT NUMBER: 213060 3 C • — I — I I I I Ark a L 0 I I — — - — - �� 1�1..., .... �� •402 •402 0 402 402 0 \� �3� 1 Cityo f Tigard - 0 0 �, g City _ _ _ © © _ _ _ _ _ _11111% `- 0 Hall, Police and - - - - - - - i- — N n \ /' 0 7-. 1 �' �`�� �` \—W f 5 I v Permit Center CLU — I A402 I I I I I O Exterior Restoration � I AI — — — _ 0 13125 SW Hall Boulevard • 402 I Tigard, Oregon, 97223 I Ii © I I I I ► I EXISTING ,, EXISTING (q� •402 �1� •401 1YL'Titiec: CITY HALL '� PERMIT CENTER . BUILDING ' - - BUIL - - - - - 0 . " . . k,,.I © I I I I I (' a AI R � .,�I I 402 `'"1 rt:Pcs":1 s - p ; 1 L f 0 ro 00, � 1, _ O - 0 00IN - I I _ 1,,,Dr i .� 1 U 0 Nv � 1 p ---(1 I I I 0 I — I I 0 SHEET TITLE: PHASE 2 PHASE 1 — — — — — — 0 — I — — — — 0 — - 2 / 'O ROOF PLAN ift . PAINT 401 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 COLORS G oDRAWN BY: KTS a DATE ISSUED: 05.06.2014 N /\ADDENDUM NO. 1: 5.22.2014 d E U O 0 1. ROOF PLAN e I SCALE: 1/16"= 1'--0" P. co 0 0 C., SHEET: A3O2 a a co LRS Architects,Inc. • g 0 ©2014 n E m N- ,. i a 2 LW rS 1„ CITY OF TIGARD GENERAL NOTES ARCHITECTS " " " ±20'-3" ±24' 0" ±25'-10314" ±24'-0" 4 ±43'4314" ±82'-6" /� Approve by Panning 720 NW Davis 503.221-1121 it �� ±20 2 • �� ±24'-5 3/4" .' ±20-3 / t35'-0it i* r 1. SHEET A501 INCLUDES A501A,A501B AND A501C. Date: 52-0-i, Suite 300 503 221.2077 L AI Initials: 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS SUCH 24 F 24 ® AS, BUT NOT LIMITED TO, EXISTING HOLES, HOLES TO BE Portland OR 97209 www.Irsarchitects.com A501 A EXTEND(IE)GUTTER ENTIRE -, A5D� REPATCHED AND CRACKS IN EIFS SURFACES. LENGTH OF ROOF I 3. CONTRACTOR TO EXAMINE ALL EQUIPMENT, ELECTRICAL 0BOXES, CONDUITS AND FLASHINGS THAT WILL NEED TO BE 0 0 0 © REMOVED AND REATTACHED AFTER EIFS RESTORATION // . 24 r r r rr. � . `�� �/ /// �/ � r /� � : . Jo_ � ::. r r r . w I ! \ i . . . , � . . Y \ 4 w ♦ ! I � w ♦ � / � TOPARPPE7-IN HAS BEEN COMPLETED. COORDINATE WITH OWNER FOR A501 r J� ' , - E "Nn� POWER REQUIREMENTS IF POWER IS REQUIRED TO BE , . . , , TURNED OFF IN ORDER PERFORM RESTORATION WORK. .::. ,' •. ' . ' •s . 1., .!_ w w w ♦ 4. FIELD VERIFY ALL DIMENSIONS OF AREA TO RECEIVE r r r r RESTORATION WORK. BE D i ' '': - _'--• - - �°; (E)BRICK 5. ALL DETAILS ARE BASED ON DRAWINGS GIVEN TO LRS BY W - - Nls"E THE CITY OF TIGARD. SITE VERIFY CONDITIONS, REPORT —.-- - I■ _. _I .I 1111111111111111111111111111111111111111111111111111111111 111111 "1111 1111111111111111111111 11111 30 / 29 �i 29 30 • 30 DISCREPANCIES TO ARCHITECT FOR RESOLUTION. �A501,/ A�01 / A501 A501 A501 6. PAINT ALL UNISTRUT,CONDUIT, BRACKETS AND PHASE 1 PHASE 2 ELECTRICAL BOXES ATTACHED TO EIFS TO MATCH. 1. NORTH ELEVATION - OVERALL6 REMOVE ALL EXISTING CAULKING TO ALLOW FOR INSPECTION. CLEAN AND RE-CAULK. CONSULTANT: SCALE: 1/16"= 1'-0" 7 CONTRACTOR TO REMOVE ALL JOINT SEALANTS ADJACENT TO EIFS TO ALLOW INSPECTION. INSTALL NEW SEALANT. KEY NOTES O NOT USED. �,±10'S I. ±100'0" �� ±18'6" ,±6' 5" ±13`-2" ,±6' 5" I. �� ±1$'-6" �, ±53 6 �� ±28' 5" ±28'-0" ±28' 8 3/4" ,,±7' 0" O NOT USED. \±2'-1" ±6'-4 34 / . ±26'-2" A501 Typ ±6'-4 314" (E)METAL ROOF BEYOND, 3 (E)COPING TO REMAIN.CLEAN AND PAINT.COLOR TO BE �� �� t2'-4" TYP 24 J SELECTED. AS 24 Mk /�it - A501 \501 A501 A501 O. NEW GUTTER 1 ® (-32 /� O5 NOT USED 0 00 0 00 VD \0 0 0 / \ A501 © © ® 1 TO PARAPETEEYOE 4 0 (E)METAL PANEL SIDING TO REMAIN � ,'� til -- // ���//��% /// ,// , Al ,/ /7 k' rEd_ I� 1 ' --� .. T LL --__ I' I o PARAPET (E)ELECT CONDUIT TO REMAIN FOR TYPICAL WA L I Ili, 4 ASV E te-0 7 / !. I I �I r I I .I,.I I I I ..I.,. I I 1..1 41 I I I= � �I � 011 � I " """' � �' O• PENETRATIONS SEE DETAILS 1$AND 19 ON A501 r w �♦ " UNCTION BO DOORBELL INTERCOM TC TO REMAIN .. . ® (E)J X, E 9• 0 t41 - - I B D r �,� r � . . MAIN. FDR TYPICAL WALL r . ,v : ALE UIPMENT TO RE .. ___ r E ELECTRIC Q : ..; �;: . ., '.I .�`"' " . :- ... % ••• • • • : :.. ... 1 I �. . -- , �, - -- — .. _ . - 0 = � (E)BRICK O PENETRATIONS SEE RETAILS 18 AND 19 ON A501 a �_ _ +. 1 ,---- _ —_ - — - -_ e=i _ I II I r " �� — .. __'� _ _ �I� ._::t .._. - FINISHOOR h �}I I� �--.4 I I� Y 9 ...iii_. J I 34 OO �� , 'I 1�'. 0 0 10 (E)ROOF ACCESS LADDER ROOF ACCESS DOOR HEAD 00 / ® >/28 DETAIL SIM TO 5/A501. JAMB 30 29 A501 36 29 DETAIL SIM TO 91A501 0 I 8 A501 A501 �,� TYP A�501 / X01 A501 11 (E)SECURITY CAMERA(ABOVE)TO REMAIN A501 � TYP PHASE 2 PHASE 1 - 35 �A501 12 (E)LIGHT FIXTURE(ABOVE)TO REMAIN - 13 (E)DROPBOXES TO REMAIN 2. SOUTH ELEVA TION - OVERALL I (E)WD FRAME STRUCT TO REMAIN. TEMPORARILY PULL SCALE: 1/16"= V-0" 14 AWAY FROM BUILDING AS NECESSARY TO PERFORM EIFS WORK. PROJECT NUMBER: 213060 15 (E)METER TO REMAIN 1 (E)VENT TO REMAIN. City of Tigard - City �, 6'-0",t6'-0"• ;,t '-0"�. ±59'-6" y ±14'-1" ,• (E)OVERFLOW PENETRATION. EXTEND OVERFLOW Hall, Police and 17 PENETRATION W/DRIP EDGE MIN 6" FROM BLDG W/PREFIN (E)ROOF BEYOND FLASHING Permit Center NEW PREFIN DS TO REPLACE(E) FROM (E)COLLECTOR BOX.0EXterlOr Restoration 18 EXTEND NEW DS DOWN 6"ABOVE GRADE AND NEW SPLASHBLOCK(PER 3/A501)AS SHOWN. DS COLOR TO 0 0 A 0 0 MATCH(E). 13125 SW Hall Boulevard JJ\/ T.v PR 0 19 (E)GUARDRAIL TO REMAIN Tigard, Oregon, 97223 �✓Y �' T PARAPET£L,t 8'�� I. f•. :. '/. '.' / ,j �/'''` r r %// / // ////////// /////////////7/////////�/�//�//�//// 20 PAINT(E)CANOPY TO REMAIN. __,/Z7 -. - - 21 ADJACENT FINISHES, PER BID ALTERNATE A ra'0m , REMOVE EXISTINGWINDOWINFILL TO . --' - l I I I I I f I I ' - : . —.. RICK- - 22 (E)ALARM TO REMAIN SEE 21A 23 402 MOCKUP AREA TO TEST NEW EXTERIOR FINISHES LISTED IN r , .. 11110,, I' o' LEGEND. "`'+ a 29 1 1, 34�50� J(24 NEW CANOPY PER BID ALTERNATE A. ^y`11 1, ir, q 000 \\,/.‘..501 1 i' c j 41* A50 DEMOLISH EXISTING WINDOW. INFILL TO MATCH ADJACENT - 25 FINI HES.SALVAGE FRAME FOR REINSTALLATION ON SOUTH - c ' WA 3. EAST ELEVA TION - OVERALLINSTALL SALVAGED WINDOW. PROVIDE NEW 1"INSULATED 26 GLAZING WI LOW-E COATING. SCALE: 1/16"= 1'-0" 27 PAINT(E)COLUMN WRAPS. PAINT UPPER WINDOWS AND TRIM TO MATCH NEW METAL SHEET TITLE: 28 ROOFING,PER BID ALTERNATE B. SEE SHEET A402 FOR MORE ±33'-0" i, ±25'-0" �, ±68'-11" i, ±14'-1" �, ±83'-6" ., - A, INFORMATION. EXTERIOR � '°" LEGEND ELEVATIONS (E)ROOF BEYOND© . 5 / 0 Cl°11TYP 7 0 © SIM A501 SIM A\ 501 I AI, 000 © TYp x`01 A501 / 20 OZ MESH EMBEDDED IN BASE COAT.20 OZ MESH TO BE �/ 0 © - BUTT JOINTED"WITH AN$ WIDE STRIP OF 4 OZ_MESH OVER 0 0 0 , / "�' 0 ��d 0 0 • / ll / TOE";o`. FOLLOWED BYFOLLOWED) STOMIERIC FIN SH COAT. ACRYLIC COAT, .1/7. . J�/ r . r • XVI., -,/.. ..(T. . • .. : : ..; .'.,. //itZ(:. ...;•7.// e. .. /. / ", 0' " \•:. ••••• o ������/f�� � +� .. ..• ,. . •. .:,,:. :,' . . .... -.._' .. ..:, � - . - ' •,: ..: ,.: '.- PRIMER FOLLOWED BY (2)ELASTOMERIC FINISH COATS.(ALL DRAWN BY: KTS � � � � � �� � -.. : �. � : ,.••••' _ � "�'�•� � S SURFACES UNLESS NOTED OTHERWISE). s IDATE ISSUED 05 06 2014 ¢� r r r r:.. : .... • :.: PROVIDE UNIT PRICING FOR {{r r e :... . ., _ - BRICK-CLEAN AND RESTORE. _, _ -2 I I 1 I I . B -- _ - rr - _ DDENDUM NO. 1. 5.22.2014 -. __ Ii '".- r — ' III=_7 =415! r - (E)BRICK RE POINTING MORTAR. nA cl) _ -_ CJI =1141 `_i.. ■ �� 0 0 0 ® PHASE 2 0 ' 1 g 1-2-9-N\ 8 29 30 ,,, 9 9 A501 A501 A501 A�S 12 A501 A501 TYP A501 r. SIM SIM TYP 5 4. WEST ELEVATION - OVERALL A401 SCALE: 1/16"- l'-O" • SHEET: m LRS Architects,Inc.©2014 m 0 N E f° 1,-- ,— Cr; _bi LFS ±5-1" GENERAL NOTES ARCHITECTS ±58'-1" I ±33'-11" 4 � 1. SHEET A501 INCLUDES A501A,A501B AND A501 C. 720 NW Dads 543.221.11 � © ROOF A;CESS DOOR HEAD Suite 300 503 221.2077 ❑ (E)ROOF BEYOND \A501 /TYP SIM \501 DETAIL SIM TO 5/A501. JAMB 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS SUCH DETAIL SIM TO 9/A501 AS, BUT NOT LIMITED TO, EXISTING HOLES, HOLES TO BE Portland OR 97209 www.lrsarchitects.com REPATCHED AND CRACKS IN EIFS SURFACES. 3. CONTRACTOR TO EXAMINE ALL EQUIPMENT,ELECTRICAL CITY OF TIGARD BOXES,CONDUITS AND FLASHINGS THAT WILL NEED TO BE REMOVED AND REATTACHED AFTER EIFS RESTORATION _ - i - - 10.PARAPET BEID EL:YOND) 1 �/ `• - - TO PA Z Approve b PlanningHAS BEEN COMPLETED. COORDINATE WITH OWNER FOR /ice �p POWER REQUIREMENTS IF POWER IS REQUIRED TO BE la4• I EL._15-0' Date: 5 ��� TURNED OFF IN ORDER PERFORM RESTORATION WORK. �.• /�/�i00 ���000�'�/,�O � O�0�;0,000 � �� i �/� . .. :. .-:. ..... / 4. DIMENSIONS OF AREA TO RECEIVE :.:� . •' - _ Initials: FIELD VERIFY ALL . ::. :`. �. RESTORATION WORK. - .� I.� ' I- .� . :.:',.:111." •...�0 ' , 1 i ' - I' 1-I'.��-1� 11 iF , - . - _ —. - - -__-, — (E)BRICK 5. ALL DETAILS ARE BASED ON DRAWINGS GIVEN TO LRS BY 1:,l - U-0'R THE CITY OF TIGARD.SITE VERIFY CONDITIONS, REPORT EC 00- ® PHASE 2a ® 29 DISCREPANCIES TO ARCHITECT FOR RESOLUTION. 8 A501 \\ A5 6. PAINT ALL UNISTRUT, CONDUIT, BRACKETSAND 01 9 TYP\ A501 ELECTRICAL BOXES ATTACHED TO EIFS TO MATCH. 1. NORTH ELEVATION - PARTIAL SIM 6 REMOVE ALL EXISTING CAULKING TO ALLOW FOR INSPECTION. CLEAN AND RE-CAULK. CONSULTANT: SCALE: 1/16"= V-0" 7 CONTRACTOR TO REMOVE ALL JOINT SEALANTS ADJACENT TO EIFS TO ALLOW INSPECTION. INSTALL NEW SEALANT. KEY NOTES ±26'-6"• .e ±54'-2" �, ±11' 3" ±40' 6" .- ±46'-9" dk ±32'-7" ±57'-0" ±20'-6" / ' TYp© O NOT USED. A501 ® 31 / \ /� ® NOT USED. MI A501 A501 O (E)COPING TO REMAIN.CLEAN AND PAINT. COLOR TO BE 05 0 10 SELECTED. 5 © ` A501 7 40 NEW GUTTER A501 SIM A541 4 0 © ® O OAIlnP A501 TYp :.r _ T P ET r�M/rr���1� III I I I I I in I I I I I I ® T9 PARAPET y . Lob EL '� Ur 0 T / I ® 0 (AS ) / O NOT USED. 6 I I �,.- '4 • T, ® - !I / J$ T.O.PARAPET F / ,I _ ... .' °EL i e0 , _.ems �� [ai u� FC f96-0' K : /® � . '. K .., .: ' 7. .':0.00 00000/ 0/ / . : i. rtki / f ., .. : ... ...0/ f�0� 0 '. /0 /Ol' O (E)METAL PANEL SIDING TO REMAIN ..�Oi�,�� . . 0�0�00��� � .�s//.�' �� � ��,� O�Oi'��'��OOOO�OO,��O����� O�f�O�iO� ,00 X000000 � O . ... .., .•,..,. ., .1......'......1.'. ��� ., � :, . •:.�� :� . -. ..1 TYPICAL WALL • • D IT TO REMAIN FOR G - .s.: E ELECT CON U ( ) - • � � �� . � �. � � O PENETRATIONS SEE DETAILS i8 AND 19 ON A501 r r r r r r r OPP .. I . . y ► Ill 11 t I I . I � Oi e - .. = =E t == _ = - E BRICK - I :•� .' (E)BRICK E. - , �� _ - : _ � ____: = O FINISH FLOOrR F ,�. —_,= . F - —,— -- — I FINisH $ (E)JUNCTION BOX, DOORBELL, INTERCOM, ETC.TO REMAIN 1 PHASE 2 ff 30 29 ® 0 PHASE 1 i 00 (E)ELECTRICAL EQUIPMENT TO REMAIN. FOR TYPICAL WALL 9 O PENETRATIONS SEE DETAILS 18 AND 19 ON A501 oO O 4D � ® OOO 8 � A501 A5019 4D / 31 \ A501 9 (\50•_1_,/ OPP, SIMV "'OPP, SIM v OA501 / OPP10 (E)ROOF ACCESS LADDER A501 NpTYID P 50� SIM 11 (E)SECURITY CAMERA(ABOVE)TO REMAIN 2. EAST ELEVATION - PARTIAL 3. WEST ELEVATION - PARTIAL 12 (E)LIGHT FIXTURE(ABOVE)TO REMAIN SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" 13 (E)DROPBOXES TO REMAIN (E)WD FRAME STRUCT TO REMAIN. TEMPORARILY PULL CAWAY FROM BUILDING AS NECESSARY TO PERFORM EIFS WORK. PROJECT NUMBER: 213060 - 15 (E)METER TO REMAIN 16 (E)VENT TO REMAIN. City of Tigard - City 0 0 (E)OVERFLOW PENETRATION. EXTEND OVERFLOW Hall, Police and © I► © © 17 PENETRATION W/DRIP EDGE MIN 6" FROM BLDG W/PREFIN - _ - ® __ - — — 9PARAPLTPermit Center f{/ FLASHING / � / EL:r2U-0" 1�!,� :: L NEW PREFIN DS TO REPLACE(E) FROM (E)COLLECTOR BOX. 1 Restoration _�� 0 OPEN TO OPEN TO r r 1$ Exterior _ EXTEND NEW D7,DE0Rw3,NA,60"ABOVE GRADEANDNEW- -A I, BEYOND BEYOND ` ` O SPLASHBLOCK1)AS SHOWN. DS COLOR TO .,�� - ' - MATCH (E). 13125 SW Hall Boulevard ___ 340 TYP FOR LADDER 541 ® 0 I , •, 11� A50/ ATTACHMENT 0 l — 19 (E)GUARDRAIL TO REMAIN Tigard, Oregon, 97223 �� I Q - _ - --1 '� ---- O• FINISH FLOOR • O — - 01 PAINT(E)CANOPY TO REMAIN. . 4A 4B 4C 4D 4E 4F 4G 4H PERMIT CENTER-WEST PERMIT CENTER-EAST PERMIT CENTER-NORTH PERMIT CENTER-SOUTH PERMIT CENTER-EAST PERMIT CENTER-WEST PERMIT CENTER-WEST PERMIT CENTER-EAST 21 REMOVE EXISTING WINDOW AND FRAME. INFILL TO MATCH CITY HALL-WEST(OPP, SIM) CITY HALL-NORTH (OPP, SIM) CITY HALL-SOUTH (OPP, SIM) PERMIT CENTER-EAST(OPP) PERMIT CENTER-WEST(OPP) O ADJACENT FINISHES, PER BID ALTERNATE A T., b . . j.,, 22 (E)ALARM TO REMAIN , ,-, MOCKUP AREA TO TEST NEW EXTERIOR FINISHES LISTED IN 1. ; / LEGEND. ;n: T; ��` n 24 NEW CANOPY PER BID ALTERNATE A. nI 4. PERMIT CENTER / CITY HALL — PARTIAL ELEVATIONS 1 DEMOLISH EXISTING WINDOW. INFILL TO MATCH ADJACENT 25 SCALE: 1/16"= 1'-0" FINISHES.SALVAGE FRAME FOR REINSTALLATION ON SOUTH t'_:ft WALL. CS 26 INSTALL SALVAGED WINDOW. PROVIDE NEW 1"INSULATED GLAZING W/LOW-E COATING. 27 PAINT(E)COLUMN WRAPS. PAINT UPPER WINDOWS AND TRIM TO MATCH NEW METAL SHEET TITLE: 28 ROOFING,PER BID ALTERNATE B.SEE SHEET A402 FOR MORE 4 A INFORMATION. EXTERIOR © 0 A5D1 Typ 0 LEGEND ELEVATIONS -Auk _ T O,PARAPET S yz / 7-. 1 -- -- - EL 4lB'-0' `-� Vir 20 OZ MESH EMBEDDED IN BASE COAT. 20 OZ MESH (p "BUTT JOINTED"WITH AN 8"WIDE STRIP OF 4 OZ. MESH OVER 8 �� 0 j EA.JOINT. FOLLOWED BY(1)TEXTURED ACRYLIC COAT, - i-E "j • A501 000 4 11._ 5 _ TYP � - - - - - - $ FOLLOWED BY(2)ELASTOMERIC FINISH COAT. • FIMSH Rooth E 0'-0" PRIMER FOLLOWED BY (2)ELASTOMERIC FINISH COATS. (ALL DRAWN BY: KTS 5A 5B 5C 5D 5E 5F EIFS SURFACES UNLESS NOTED OTHERWISE). A SOUTH SOUTH NORTH NORTH WEST EAST DATE ISSUED: 05-06.2014 SOUTH (SIM) BRICK-CLEAN AND RESTORE. PROVIDE UNIT PRICING FOR E ADDENDUM NO. 1: 5.22.2014 RE-POINTING MORTAR. _ A 0 M 2 ce 7, H O to o 5 5. POLICE DEPARTMENT — PARTIAL ELEVATIONS I a SHEET: A402 2LRS Architects,Inc.©2014 -- of w I GENERAL NOTES NOTES y Ir 1 CHECK WINDOW SILL BOTTOMS FOR WEEPS. INSTALL ARCHITECTS 20 GA HOT DIPPED GALV PAN CAULK TO ALLOW PROPER FUNCTION OF WEEPS. (SIM TO SMACNA 1993 FIG: 720 NW Davis 503.221.1121 1-36)WITH CORRUGATED 2 REPAIR/REPLACE LOOSE FLASHINGS. - BOTTOM Suite 300 503 221.2077 ❑ 3 REMOVE(LOOSEN)ALL ELEC.BOXES,DEVICES, ETC.ON CENTERLINE OF PAN i.1,, EXTERIOR AS REQUIRED TO REPAIR EIFS. Portland OR 97209 www.lrsarchitects.com ,r 0 I KEY NOTES cn M ® O EXISTING SUBSTRATE. z HEM EDGES,TYPICAL 2 `v ✓ 1:1mmEXISTING EIFS.THICKNESS VARIES DEPENDING ON N4 `...;.... O LOCATION. •,11 � f o � z � � NEW EIFS FINISH COATINGS. SEE ELEVATIONS FOR MORE / " ......�..:... "`,.._ O 3 INFORMATION. z :.'.. -- NEW SEALANT AND BACKER ROD.REFER TO GENERAL NOTES /I _ —'1( `` `` O FOR NOTATIONS. EXTEND ELASTOMERIC OVER SEALANT, o - TYPICAL.SEE DETAIL 1/A501 FOR TYP JOINTS.DO NOT COVER /oi • , WINDOW WEEPS. _ W 1 +N } = 4A SEALANT ONLY.SEE DETAIL 1/A501 FOR SIM JOINTS. NZ)..N ,r O5 EXISTING BRICK. NTS 30+ ® O6 EXISTING ALUM WINDOW FRAME. CONSULTANT: '( QTS �0'� 7O EXISTING FLASHING AND/OR COUNTER FLASHING. O8 EXISTING LOUVER. O EXISTING HOLLOW METAL FRAME. 3. TYPICAL SPLASH PAN 4. EIFS AT (E) WINDOW HEAD 10 EXISTING PIPE W/FLANGE. SCALE: 3"=1'-0" SCALE: 3"=1'-0" 11 EXISTING PIPE OR CONDUIT. (E)WINDOW PRESSURE TREATED WOOD BLOCK.SIZE AS REQ'D. REMOVE SYSTEM EIFS AS REQURIED. FASTEN W/4 SCREWS SIZE TO 12 PENETRATE INTO PLYWOOD SHEATHING BEHIND GYP. ft \_ SHEATHING.PROVIDE MASONRY FASTENERS WHERE ® REQUIRED. • I 13 EXISTING METAL FASCIA OR METAL PANEL. 14 NEW PRE PAINTED COPING. �....r... ..........� 15 EXISTING ROOFING. _ 10 _,._ _. _._ . . . . „ 0 - L_ , _i- NEW FLASHING WITH END DAMS AT HEAD.PAINT TO MATCH G 16 FRAME COLOR. 1W-- ,......„.. . js �AD NEW PRE FINISHED FLASHING.[OPTION:SAW CUT MORTAR 17 ^.. __... 0 _ ' 1/2"± I JOINT,SET FLASHING IN 1/2",FULL BED OF SEALANT.] ► ,-.111.. ® 4t4t14 / 18 (E)METAL WALL PANEL,VIRIDIAN SYSTEMS,0.032 ALUMINUM 0 • 11 ► // 17' , O 19 REMOVE EXISTING EIFS IN REVEAL.REPLACE WITH NEW ► / / ;-, 9 ' ,/ fi I FULLY ADHERED EIFS AFTER FLASHING IS INSTALLED •.•••1 r ' w ; i*� 1 i J --•,-� a-, NEW 20 GA.CONTINUOUS PREFINISHED FLASHING.COLOR TO 0 I :, -"" BE SPECIFIED.BACK AND SIDE LEG TO BE TURNED UPAS E__.....i..:::: \ / DETERMINED BY INVESTIGATION.ATTACH LEG TO • ` „w._ 0 4 20 SUBSTRATE.SEAL FLASHING TO EXISTING MOISTURE PROJECT NUMBER: 213060 ):(lllr , 1/2"± ,r BARRIER WITH FLEXIBLE MEMBRANE FLASHING.PROVIDE N : ::.1._;^. CLEATS AT JOINERY AT 24"O.C. MAX FOR FRONT o o 77.7..;. City of Tigard - City rr fATTACHMENT. w ��.. . ..: It �/ ..:._:: (E)WINDOW SYSTEM REMOVE TOP BRICK COURSE AT WINDOW TO ALLOW =-� /� INVESTIGATION OF FLASHING/WEEP INSTALLATION. OWNERS Hall, Police and �/ OPTION TO DELETE DEMOLITION OF BRICK CAP AFTER FIRST 21 OPENING IS EXAMINED.FLASHING TO BE INSTALLED Permit Center . O REGARDLESS OF BRICK DEMOLITION.LEVEL OFF TOP OF /� EXISTING MORTAR. INSTALL PT BLOCKING TO SUPPORT Exterior Restoration t E-� ;,. t w- - ,; FLASHING. .,..- it l � ° I c .... 22 FABRIC FLASHING.TIE INTO MOISTURE BARRIER PRIOR TO 13125 SW Hall Boulevard PLACING METAL FLASHING. 5. EIFS AT (E) DOOR HEAD 7. EIFS AT (E) RECESSED WINDOWS 8. EIFS AT (E) WINDOW JAMB 23 EXISTING LADDER AND ATTACHMENT SYSTEM. Tigard, Oregon, 97223 SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 24 NEW 22 GA.PREFINISHED FLASHING.TUCK UNDER EXISTING METAL ROOFING A MIN.OF 4". EXTEND INTO GUTTER 1". NEW PREFINISHED GUTTER.MATCH PROFILE OF EXISTING b ...� ' 25 GUTTERS.CONNECT TO EXISTING DOWNSPOUT INDICATED fr "µ'�� �� . e , ON ROOF PLAN. " _ - REMOVE(E)EI . _* [ , ,, a c---- r..1.-.SUBSTRATE AS PREFINISHED END CAP.SEAL ALL JOINERY SO AS TO CREATE ,� �i" 4 4�- REQ'D r 26 A SMOOTH TRANSITION FROM FLAT PIECE TO CURVED 4 r,, (E)DOOR _ — � _ - �,. �.�., � � II :T^ FLASHING. ? "`� �r L 1. -- 1� NEW CLEAT /::-.....y.._ �,), : / •<" AND CLEATFASTEE' /' .< O• ' OI. ., ' NN ' .. . .._..:;�::: NEW 2X8 �� ...:....... t.:: li :. ....: : :. : ll,‘ 4... � BLOCKING I � `F � 2 : ' : ::........ _ (E)2X6 TO ...._..:.., T....;. —�ivww.r /�1 REMAIN HORIZONTAL REVEAL VERTICAL REVEAL ' O \\ / SHEET TITLE: s tWIT E ' 0 EXTERIOR Y °.rY: :: ► O DETAILS 3 _ _ 1: ,T::r )11 1 if I.( GENERAL NOTES •41 4 ,1,_i ._,,-. 4 _. 0 © °_ 1 CHECK WINDOW SILL BOTTOMS FOR WEEPS. INSTALL -- CAULK TO ALLOW PROPER FUNCTION OF WEEPS. ARCHITECTS a - 2 REPAIR/REPLACE LOOSE FLASHINGS. 720 NW Davis 503.221.1121 'M , 1111111x` ° 401 'TF1, ' 4 -/ :..v - 3 REMOVE(LOOSEN)ALL ELEC.BOXES,DEVICES,ETC.ON Suite 300 503 221.2077 Ikll € :..r 0 ) £ EXTERIOR AS REQUIRED TO REPAIR EIFS. Portland OR 97209 wwW.Irsarchitects.cOm k. 410._----- _ • KEY NOTES �� 4A As20 AND SIDES O EXISTING SUBSTRATE. 2 EXISTING EIFS.THICKNESS VARIES DEPENDING ON 2 LOCATION. .p ;: O NEW EIFS FINISH COATINGS. SEE ELEVATIONS FOR MORE 4W-- " 0 DEPOSITORY INFORMATION. \ NEW SEALANT AND BACKER ROD.REFER TO GENERAL NOTES r> \ All O FOR NOTATIONS. EXTEND ELASTOMERIC OVER SEALANTCO, AID Ani TYPICAL.SEE DETAIL 11A501 FOR TYP JOINTS.DO NOT VER WINDOW WEEPS. %/001111 ,'?�7 0 4A SEALANT ONLY.SEE DETAIL 1/A501 FOR SIM JOINTS. irWile I\4l °,,il — ' . `4,/2 - ` - _ 4A O EXISTING BRICK. L. FRS / 6O EXISTING ALUM WINDOW FRAME.0111.111 CONSULTANT: m AT C©HALL O EXISTING FLASHING AND/OR COUNTER FLASHING. -"NEW 41%110 1 . ,_.p..-a.,-.II. T-- DEPOSITORY ��\ N• "`' _.: i 8 EXISTING LOUVER. I O9 EXISTING HOLLOW METAL FRAME. 13. EIFS AT PARTIAL HEIGHT WALL 14. BRICK FLASHING AT DOOR/END OF BRICEXISTING PIPE W/FLANGE. SCALE: 3"=1'-0" SCALE: 3"=1'-0" I 16. EIFS A T DEPOSITORIES ,0 ASCALE: 3"=1'-0" 11 EXISTING PIPE OR CONDUIT. PRESSURE TREATED WOOD BLOCK.SIZE AS REQ'D.REMOVE • EIFS AS REQURIED. FASTEN W/4 SCREWS SIZE TO 12 PENETRATE INTO PLYWOOD SHEATHING BEHIND GYP. SHEATHING.PROVIDE MASONRY FASTENERS WHERE REQUIRED. � 13 EXISTING METAL FASCIA OR METAL PANEL. �_/ 0),t.1:::-: 14 NEW PRE PAINTED COPING. 2111111 i ® 15 EXISTING ROOFING. b NEW FLASHING WITH END DAMS AT HEAD.PAINT TO MATCH � ry 16 FRAME COLOR. 17 NEW PRE FINISHED FLASHING.[OPTION:SAW CUT MORTAR 7 L.:...:.. - JOINT,SET FLASHING IN 1/2N,FULL BED OF SEALANT.] 18 p. p (E)METAL WALL PANEL,VIRIDIAN SYSTEMS,0.032 ALUMINUM VE EXISTING EIFS IN REVEAL.REPLACE WITH . -� O7 h I, i ® 19 LLOYADHERED EIFS AFTER FLASHING IS INSTALLED.W FU f, • .‘ Cr NEW 20 GA.CONTINUOUS PREFINISHED FLASHING.COLOR TO in 10 w N 11 BE SPECIFIED.BACK AND SIDE LEG TO BE TURNED UP AS e ¢ Z O DETERMINED BY INVESTIGATION,ATTACH LEG TO Z 20 SUBSTRATE-SEAL FLASHING TO EXISTING MOISTURE PROJECT NUMBER: 213060 J: BARRIER WITH FLEXIBLE MEMBRANE FLASHING.PROVIDE CLEATS AT JOINERY AT 24"O.C.MAX FOR FRONT • ATTACHMENT. City Of Tigard - City 2 a (VERIFY) REMOVE TOP BRICK COURSE AT WINDOW TO ALLOW .�, NI— INVESTIGATION OF FLASHINGNVEEP INSTALLATION. OWNERS Hall, Police and IIIIIIIN �� ` OPTION TO DELETE DEMOLITION OF BRICK CAP AFTER FIRST ' `--� mTM 21 OPENING IS EXAMINED.FLASHING TO BE INSTALLED - f111110°.- Permit Center REGARDLESS OF BRICK DEMOLITION.LEVEL OFF TOP OF EXISTING MORTAR.INSTALL PT BLOCKING TO SUPPORT /...AD , ,-... ;_ FLASHING. Exterior Res tora tion 22 FABRIC FLASHING.TIE INTO MOISTURE BARRIER PRIOR TO 13125 SW Hall Boulevard PLACING METAL FLASHING. 17. EIFS AT NORTH GUTTER 18. FLANGED PIPE/CONDUIT PENETRA TION 19. TYPICAL PIPE/CONDUIT PENETRA TION 23 EXISTING LADDER AND ATTACHMENT SYSTEM. Tigard, Oregon, 97223 SCALE: 3"=1'-0" SCALE: 3"=1-0" SCALE: 3"=1'-0" • 24 NEW 22 GA.PREFINISHED FLASHING.TUCK UNDER EXISTING METAL ROOFING A MIN.OF 4". EXTEND INTO GUTTER 1". NEW PREFINISHED GUTTER.MATCH PROFILE OF EXISTING V,TA c,,'� ' 25 GUTTERS.CONNECT TO EXISTING DOWNSPOUT INDICATED \'4 �� -"Nd a• iiii1. ilii ON ROOF PLAN. ■■■■1 ���► PREFINISHED END CAP.SEAL ALL JOINERY SO AS TO CREATE momi mow ����� ���� ^�ti PRE-PAINTED 26 A SMOOTH TRANSITION FROM FLAT PIECE TO CURVED c-.., `'`1, -- • . q 41, ■■■■1 EMI 2 METAL CAP FLASHING. ± ,q �F D � ■■■■1 Is; ■■■■1 r■■■■1 i��► TURN UP END ', y�� I •j j� OF ROOFING , - . /� . !��!! mei "Z" 'Zi 0 P a CLIP SET NEW STANDING ■■■■1 ■�► IN SEALANT SEAM ROOF AND ■■■■1 •► MOISTURE BARRIER �mili jO: 0 ,P,P W/1/8"VENT ����j �� HOLES @ 1/4" PER ALTERNATE B REMOVE AND NMI - mom O.C. 'r-'- --' REPLACE EIFS i 24 H AS REQ'D FOR PRE-PAINTED • Zo FLASHING METAL 25 SHEET TITLE: INSTALLATION ROOFING / " -T ^� ,----(2)3l4"PT Pp / s/7>r�� EXTERIOR 6 MIN 20 .r LAYWOOD DETAILS OVERLAP ui BLOCKING,HT. //�� °O VARIES > 4i° X , �— 1 1/8"PLYWOOD Q FLASHING —�� NEW METAL il BLOCKING FASCIA s MEMBNEW METAL ■ROOFING ; � RANE — FLASHING DRAWNLYE: KTSli I _ / SHEATHING 4111 ( ,�I DATEISD: 05.06.2014 rNN 7, \\ \ ____\_>. _ _‘.‘ -7,1 ADDENDUM N0. 1: 5.22.2014 rd i i , METAL I \ / / \\ . DECKING ® E 21. BRICK FLASHING SEAM 22. EIFS A T CANOPY PARAPET 23. AL TERNA TE B - ROOF RIDGE 24. ROOF AT GUTTER SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" , V SCALE: 1 1/2"=1'-0 a T N mA501 B O E SHEET: of LRS Architects,Inc.©2014 8 2 I a ) GENERAL NOTES I y 1 CHECK WINDOW SILL BOTTOMS FOR WEEPS. INSTALL ARCHITECTS CAULK TO ALLOW PROPER FUNCTION OF WEEPS. SEAL FLASHING END TO FLASHING PIECE ON TOP OF 720 NW Davis 503.221.1121 'M EXISTING MOISTURE TURNED UP END OF SADDLE 2 REPAIR/REPLACE LOOSE FLASHINGS. BARRIER,TUCK BEHIND Suite 300 503 221.2077 I] BARRIER 3 REMOVE(LOOSEN)ALL ELEC.BOXES,DEVICES, ETC.ON TURN UP END 1 EXTERIOR AS REQUIRED TO REPAIR EIFS. Portland OR 97209 www.Irsarchitects.com jor �� `� FACE OF EIFS,CUT EIFS AS _0_ . — ` REQUIRED TO INSERT — KEY NOTES • FLASHING,PROVIDE NEW t_ EIFS AS REQUIRED TO — O EXISTING SUBSTRATE. : ;..._..F..,.. Y. ��` � REPAIR — /11111111111160.0 jj r......:. 1LI‘Ar Y EXISTING FLASHING AT O2 EXISTING EIFS.THICKNESS VARIES DEPENDING ON ::,__„ .........:.... bli SADDLE FLASHING,SET IN LOCATION. 1..s.. N — WINDOW SILL TO SEALANT AT EDGE AND AT - _.....�..... 1 . 1 N EIFS — REMAIN.TUCK NEW _ £ . • — NEW EIFS FINISH COATINGS. SEE ELEVATIONS FOR MORE PRE-FINISHED O INFORMATION. �...,.m..�,. , I M COPING 7 .‘ - FLASHING UNDER. 4.1111.— - © . ..._., w. NEW SEALANT AND BACKER ROD.REFER TO GENERAL NOTES i �� �������� FOR NOTATIONS. EXTEND ELASTOMERIC OVER SEALANT, 1.: :. :: - - - _--� 4 _, — O TYPICAL.SEE DETAIL 1/A501 FOR TYP JOINTS.DO NOT COVER 0 ;::� ;_ 0 �� I - WINDOW WEEPS. --Q^:.3- * rt, WALL FLASHING O j _ 4A SEALANT ONLY.SEE DETAIL 1/A501 FOR SIM JOINTS. 50 EXISTING BRICK. -: . , \ IIIIII I I I I I I 111111 I I I I\ � 20 O •; \ \ 60 EXISTING ALUM WINDOW FRAME. CONSULTANT: _s.... i 1" O 0 33 " 7O EXISTING FLASHING AND/OR COUNTER FLASHING. .4*----.........„ 8 O 6(( \ _\ ROOF O EXISTING LOUVER. NOTE:WALL MAY BE METAL 9 EXISTING HOLLOW METAL FRAME. 25. EIFS AT LOUVER HEAD 26. EIFS AT BRICK SILL 27. EIFS WALL TO COPING 28. NEW FLASHING AT RECESSED WINDOW 10 EXISTING PIPE W/FLANGE. SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1/2"=1'-0" 11 EXISTING PIPE OR CONDUIT. \ PRESSURE TREATED WOOD BLOCK.SIZE AS REQ'D.REMOVE EIFS AS REQURIED. FASTEN W/4 SCREWS SIZE TO 12 PENETRATE INTO PLYWOOD SHEATHING BEHIND GYP. SHEATHING.PROVIDE MASONRY FASTENERS WHERE • REQUIRED. • 0 13 EXISTING METAL FASCIA OR METAL PANEL. 14 NEW PRE PAINTED COPING. O - O EXISTING ROOFING. may: ® _"""' -"> OZ 16 NEW FLASHING WITH END DAMS AT HEAD.PAINT TO MATCH O4/410 i FRAME COLOR. 41.11111.- , : Allip = ` O / . : ...... (N)GYPBOARD, NEW PRE FINISHED FLASHING.[OPTION:SAW CUT MORTAR ® Ai Ai " PAINT ENTIRE WALL 17 JOINT,SET FLASHING IN 1/2",FULL BED OF SEALANT.] /.. ;..vv.T x O4i-------- > FRY MOLDING (N)2x8 HEADER 18 (E)METAL WALL PANEL,VIRIDIAN SYSTEMS,0.032 ALUMINUM Alp it ;.s.,, : i-1-4-, :.: 4ricliiiiii.Ler 1■P. < 20 �'� 0 . .,- VPR-625-625 , iw.._ �� �� ,-- REMOVE AND 19 REMOVE EXISTING EIFS IN REVEAL.REPLACE WITH NEW / «.w-� 4 %-:;.._. :,,;., O FULLY ADHERED EIFS AFTER FLASHING IS INSTALLED. —'�; /�:...;.::.::: :: /- :_ .. : REPLACE EIFS AS c� «.._._;.._ REQUIRED '"s'" - "� PROVIDE I NEW 20 GA.CONTINUOUS PREFINISHED FLASHING.COLOR TO �\ , 0 �! 22 GALVANIZED STEEL 40 BE SPECIFIED.BACK AND SIDE LEG TO BE TURNED UP AS CONTROL JOINT @ -i -.,......; DETERMINED BY INVESTIGATION.ATTACH LEG TO / 0 ® / 1 21 "' ` MATERIAL BREAK �� —� HEAD FLASHING W/ 20 SUBSTRATE.SEAL FLASHING TO EXISTING MOISTURE PROJECT NUMBER: 213060 f I.:: 1100 FLASH • r �'"" BARRIER WITH FLEXIBLE MEMBRANE FLASHING.PROVIDE / i / :.: "t. +, UPTURNED SIDE LEG CLEATS AT JOINERY AT 24"O.C.MAX FOR FRONT AD / / / ::.` NEW EIFS ATTACHMENT. • I ,\ ...: �€.� I � ax City of Tigard - City • adill / _ ASSEMBLY it / - _ 1:;..111,t: .; SALVAGED WINDOW •• / L - - _J " REMOVE TOP BRICK COURSE AT WINDOW TO ALLOW1 1 7/.- Hall, Police and :« ,�, FRAME, NEW 1 INVESTIGATION OF FLASHING/WEEP INSTALLATION. OWNERS 0 DEMO WINDOW AND O i 1.`...._._f_°_.j.-. SALVAGE FRAME AS INSULATED GLAZING OPTION TO DELETE DEMOLITION OF BRICK CAP AFTER FIRST W/LOW-E COATINGNOTED ON 21 OPENING IS EXAMINED.FLASHING TO BE INSTALLED Permit Center / / _ `r V4 .,t. E EVATION REGARDLESS OF BRICK DEMOLITION.LEVEL OFF TOP OF / \ EXISTING MORTAR. INSTALL PT BLOCKING TO SUPPORT Exterior Restoration / /; m NEW WALL DEMOLISH WALL AS FLASHING. 4 112" , �, 4 1/2" I, :::-' ).=� i.�:� ASSEMBLY,MATCH REQUIRED �' 1• .::;: ADJACENT FINISHES FABRIC FLASHING.TIE INTO MOISTURE BARRIER PRIOR TO 22 13125 SW Hall Boulevard I O PLACING METAL FLASHING. F ATE BRICK 30. WINDOW SILL AT (E) BRICK 31. INFILL WINDOW 32. (N) WINDOW HEAD 23 EXISTING LADDER AND ATTACHMENT SYSTEM. Tigard, Oregon, 97223 29. EIFS S ( ) SCALE: 3"=1'-0" SCALE: 3"=1'-0" 24 NEW 22 GA.PREFINISHED F 4 .FLASHING.GTUCK UCKO UNDER ERER EXISTING SCALE: 3-1-0SCALE: 3"=1'-0" 24 METAL ROOFING " 1". NEW PREFINISHED GUTTER.MATCH PROFILE OF EXISTING � k ��,.� � Y•-�,,,�- 25 GUTTERS.CONNECT TO EXISTING DOWNSPOUT INDICATED ' '~µ "w `� • ON ROOF PLAN. . � .,,e;„„,-,N "• PREFINISHED END CAP.SEAL ALL JOINERY SO AS TO CREATEi W'0►., (E}STUD , -1 " ��� 26 A SMOOTH TRANSITION FROM FLAT PIECE TO CURVED ., ,,6, (N)GYPBOARD, FLASHING. " ya 3; ;;�'�:in, � PAINT ENTIRE WALL (N)STUDS =e- 'r: f � � I 1 /: (N)WINDOW (N)GYPBOARD AS _ <--� �� REQUIRED FOR a f 13 0 FRAMING OF NEW WINDOW,PAINT ENTIRE WALL if t‘ ) 1 mx` ' :3. 20 SHEET TITLE: gym: ,. .>.<- - , ono -***- / (n( ' _, .d.i. . r – / --- -NW „r//// TT — ` FLASHING WI _ ; , _ � '-.i �:_i_ ; r��:A " EXTERIOR o, ® END DAMS ` « .,,, ? '' ,.' I.....I L. I + I I i ��--� • AID " ® DETAILS LL46,1 _ i 21 ' �` 23 41.111111.-- X . / 1 ) �� 2x6 BLOCKINGRECNNECT .^ 112"t O / (N)SILL PLATE / / WITH OORIGINAL ' — ATTACHMENT REMOVE AND / ft, REPLACE EIFS AS f r <_�._ 1 .I LAG BOLT TO o \ / © REQUIRED FOR 5 a 1:� l STRUCTURAL .. O DRAWN BY: KTS `� FRAMING AND FLASHING OF NEW / -" PAINT WINDOW • 411%. j DATE ISSUED: 05.06.2014 / CUT BACK E — EIFS AND /� AADDENDUM NO. 1: 5.22.2014 g / / �/ 41/2" o REPAIR AS Jr S REQUIRED Y 33. BRICK AT RECESSED WINDOW 34. CONNECTION POINT AT LADDER 35. (N) WINDOW JAMB 36. (N) WINDOW SILL - P SCALE: 3"=1'-0" n SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 1 SHEET: a A 5 0 1 C m LRS Architects,Inc.©2014 • .0 r E m N. ci • 8 y It i GENERAL NOTES II II i 1 _ ARCHITECTS • 720 NW Davis 503.221.1121 M Suite 300 503 221.2077 D Portland OR 97209 www.Irsarchitects.com II O III O 111 0 ' 4. 31/2" �1 3 1/2" 1 1 4.. 24'-7" 4". DEMOLISH DEMOLISH (N)HSS 20X4 1 DOWNSPOUT. DOWNSPOUT. _ \1 +4 1/4" +4 1/4" ! • o FT � DEMOLISt ALL STRUCTURAL • �T--T, © - - - • - �� - - - - I - I CHANNELS AT PERIMETER I 6'-7" • 6'-7" -ci DEMOLISH CANOPY I :9- 0 L-- �-; PERIMETER BACK TO fir'-"� _ • ��N—Q Q Q STRUCTURE. I " Q. KEY NOTES 1 I I (E)COLUMN I � ' (TYP) SKYLIGHT 6' ( 4 SKYLIGHT � III O DEMOLISH GLASS,- I 1 I I II 1 ABOVE 503 - TYP BOTH SIDES I ` I I 1 ! ` J I I ! CONSULTANT: t---LL--- 1-L T -i J L 1 _ I I -- r0 O — 1---I-1- I T� rT DEMOLISH LIGHT • m m m m ,,,,- FIXTURE(TYP 6) ' DEMOLISH CANOPY . ---(-- --- • Qi1 • • Q - ObdCKING,SHEATHII AND CEILING BACKITP c". • cs� O 1 I J STRUCTURE. 6'-7" 6'-7" y _ I I I I I 1 ^ n _ 1 — 1 ' I I- I - i - �-_ 4 4 r - -1 - - - - a1 J� - 4 fi7 )-irk ,_ V-- 1 i i • A503 i +0" +0" 0 ILN A503 ` J 1 I ! J 1 ! � (N)DRAIN! • DRAIN J L LL J L 1J Ll__._ J L 1 J L • 1 I- T7 rT-- ----I N 22 a I I I 1 •' I • I I I 0 •501 p I I I 1 J J I I I 1 O O • c 1'-5" l'-5" [ e L(E)POWER TO REMAIN 4 - 1‘ \-1 - - - - - - - - - - � �- • j, 00 NEW LIGHT, \ 00 +2 1/4" 26'-6 1/2" +2 1/4" I, N DEMOLISH LIGHT PRESCOLITE LFHL 12" '.r FIXTURE ROUND(TYP 9) AllMr • 1. CANOPY DEMOLITION PLAN 2. NEW CANOPY REFLECTED CEILING PLAN 3. NEW CANOPY ROOF PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" PROJECT NUMBER: 213060 City of Tigard - City Hall, Police and Permit Center Exterior Restoration 13125 SW Hall Boulevard Tigard, Oregon, 97223 SKYLIGHT(TYP) I I • oz- • • S IG/ v•ef,,,-1) 5 DEMO WINDOW, INFILL-� / 3 TYP/ DEMO WINDOW, INFILL . / TO MATCH ADJACENT 4 503 / FINISHES ADJACENT // // FINISHES / r / ' A503 1 7 21.4_7-1 1 ii j l I 1 q r I I I 1 � I I i'! BOTTOM OF STEEL, • Ti� I I J __i• 7'-8 1/8" 7'-8118" L�,J FIELD VERIFY �, 3'-2" j, 3'-2" 2 L .1 NP SHEET TITLE: TYP 4 )-7 (VERIFY) c. (VERIFY) / • • (VERIFY) € (VERIFY) • 503 A503 NEW A503 / 15'-4 1/4" / - E COI UMN� / • I ?0 C CANOPY y .. i (E)C JLUMN O , (E)COLUMN -1 . i • / \ . . o ,// • / • , ,A' r r 1 \ / __ `\ DRAWN - `\ DATE ISSUED: 04.25.2014 \ �� ADDENDUM NO. 1: 5.22.2014 E � i� O 0 cn cc 1 12 4. NEW CANOPY EAST-WEST SECTION 5. NEW CANOPY NORTH-SOUTH SECTION 4. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 0 A5O2D. cS SHEET: a m LRS Architects,Inc.©2014 m 0 N E m c Tri a 8 y ., r 1 f ARCHITECTS O O 720 NW Davis 503.221.1121 • - O O Suite 300 503 221.2077 0 Portland OR 97209 www.Irsarchitects.com 6011 A:> (E)WALL �• �: > (E)WALL ' CUT BACK EIFS AND �• '`' • - > REPLACE AS REQ'D FOR •► > CUT BACK EIFS AND AD > FLASHING INSTALLATION t. > REPLACE AS REQ'D FOR FLASHING INSTALLATION '� '> Iv .. L > •,_ ROOFING MEMBRANE ► ► 2 3/4"PT PLAYWOOD 1/8"x 1"x CONT. BAR IIP -. (2)3/4"PT PLAYWOOD �. •( ) .. Z BLOCKING,HT.VARIES .. Z BLOCKING,HT.VARIES ATTACHED @ 6"O.C. oo •► 6" w BASE FLASHING _ �/•► 14_2 � BASE FLASHING •! NT � MIN __ _—_ _,.•——— ROOFING MEMBRANE -L ROOFING MEMBRANE ��������������j����•�������I 20"x4"TUBE STEEL to• ���������J•����������� �• _> �������������������������������• I` �������������������������������������������� INSULATION . ♦����♦ ♦������• . ,_ ♦ •�������� INSULATION FOR SLOPE „♦�������•��������.4, . ► �N r ♦♦♦♦•♦ ♦•1• SHEATHING FOR SLOPE . > SHEATHING TOP OF ♦••! 1 ,�., 11 11 " s� • •. �� ,. 5/8"GYP SHEATHING •►• METAL DECKING •�ID " > METAL DECKING (E)BEAM `' 1 1/2"METAL DECKING ll' L 3x3x1/4 •1— - STEEL ANGLE(BEYOND) .. : :<.> -STEEL ANGLE(BEYOND) (N)L4x3x1/4(BEYOND) =i > CONSULTANT: C .. ~~, I HANGER WIRE e. . £; > I ANGER WIRE HANGER WIRE • '`' > •3/4"CHANNEL •• = > 3/4"CHANNEL U - 1 1/2"CHANNEL Y . 3/4 CHANNEL B.O.S. -.;. . � > , . . ,. . . •10 ., j PLASTER CEILING .. > PLASTER CEILING ROD AND SEALANT • .' > SYSTEM ► SYSTEM PLASTER CEILING SYSTEM 4. NEW CANOPYAT WALL WI SEISMIC JOINT 4. NEW CANOPYAT WALL 1. NEW CANOPYAT NORTH/SOUTH EDGE SCALE: 11/2"=1'-0" ' SCALE: 11/2"=1'-0" SCALE: 1 1/2"=1'-0" . - 1._____.---JAY R SMITH ROOF DRAIN MODEL NO. 1025 _ PROOFING MEMBRANE _ ,,ist, _ _ _ _- _,.. _ iiEr_i, -5/8"GYP SHEATHING NE •(E)PARAPET '�' —1 1/2"METAL DECKING C NNW ---____j -______ L 3x3x1/4 II, I (N)2x BLOCKING �(E)WIDE FLANGE LjJjHJJJJUjjJ N ���\ METAL STUD TRACK PLYWOOD i / EIFS COATING CONTINUED �� UNDERNEATH r .. ,,L._.... 1 1 4"METAL STUD FRAMING ROOFING MEMBRANE ROD AND SEALANT 0 Lu •. PROJECT NUMBER: 213060 ftis „is A - • ��.1 > JAY R SMITH DOWNSPOUT m NOZZLE MODEL N0. 1770 ¢ I I ♦�������♦ INSULATION FOR SLOPE w 5/8"GYP SHEATHING .. I. 1 1/2"METAL DECKING City of Tigard - City 1 mig (N)FLASHING(BEYOND) : I Hall, Police and A; ROOFING MEMBRANE I WIDE FLANGE(BEYOND) ° 4 . 4 . a �(E)BRICK - Permit Center a ° 0 �� �� I 4"METAL STUD FRAMING i Q 5/8"GYP SHEATHING Exterior Restoration . ° ° a \\ r �` / `1 3/4"CHANNEL METAL DECKING B.O.S. \ FIELD N 13125 SW Hall Boulevard PLASTER CEILING Tigard, Oregon, 97223 SYSTEM 7. NEW ROOF DRAIN 5. EIFS AT CANOPY PARAPET 2. NEW CANOPYAT SKYLIGHT SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" ` h 4 �a 4 c- ,:- -yam ®' =A ' r L )HAD & 9 J SKYLIGHT riI L i i 1 PLYWOOD (E)WIDE FLANGE BEAM IT F T !_._ • • SHEET TITLE: ROOFING MEMBRANE EXT.GYP BOARD NEW , L - CANOPY > � • INSULATION FOR SLOPE SHEATHING DETAIL S 7/8"HAT CHANNEL . METAL DECKING .n.- et 1/2" 22 GAUGE 3x3 TRIM Uo I TYP (E)WIDE FLANGE r I s a1 3C1 METAL CORNER L2x2x22GA DRAWN BY: KTS DATE ISSUED: 04.25.2014 • i 3/4"CHANNEL Z\ADDENDUM NO. 1: 5.22.2014 8" jr, . '- .I VERIFY `'� PLASTER CEILING o r. FIELD .3 7/ 8" SYSTEM VERIFY Yy N 7 co o o 6. GYP WRAPPED WIDE FLANGE 3. NEW CANOPY AT NORTH/SOUTH EDGE 0 1 2- SCALE: 3"=1'-0" M SCALE: 1 1l2"= - a SHEET: A5O3 2 LRS Architects,Inc.©2014 0 2 co corn 8 M 3 • • r it 1 Cl S • (j) 5 TMP O LII . ) 1o0 ARCHITECTS 24'-0"(VERIFY) 2'-5" 1'-7" 2'-6 1/2" 3'-3" 4'-4 3/4" 3'-3" 2'-6 1/2" 1'-7" 2'-5" L6X3-1/2X3/8 / / / / / / / / /' L6X3-1/2X3/8 _ 720 NW Davis 503 221 M L6X3-1/2X3/8 L6X3-1/2X3/8 --t� Suite 300 503 221 20771 HSS20X4 HSS20X4 (N) METAL DECK ----11\/-7 1/4 V 2-6 Portland OR 97209 www.lrsarchitects.com I" K\ HSS20X4 �- - - o (N)L ANGLE PER PLAN L3X3X1/4 LEDGER I �' w o o N METAL DECK 11H �� i4 I PER PLAN COPE L ANGLE TYP AT DECK EDGE ( ) N N N N (DECK NOT SHOWN PER PLAN _ 0 \ ..._._......._.__ O�' r3 ri � X � .. I FOR CLARITY) I - = AL I .G m 3 (\ TYP J `�° _ TOS / TYP _ TOS 2 JZ° 4 N i I 12'-4 1/4" I 12'-4 1/4" S100 100 f �P� L `\ Z VERIFY 1/4 V \\I = VERIFY Ar i� �_ N - 1/4 V 1 1/2"co co cn cDX X X X X I X METAL STUD L i : Q o • _ o_ o_ o 0 o WALL SUPPORTING : \� § 1 § SKYLIGHT ABOVE 1/4 - - - c7 • -N , w� � w it w w v 1. v NN L> . . LuE , N (E)W10X26 ca I N C PL8X3X3/8 i I - - • ► .. ;_. u_ ih Xo GO\ / 15'-4 1/4" Xo GOA I I 8.. / \ :�,��� w ?//1" (VERIFY) _ 0.21 � w �, 1 1/4 V 6" (N) HSS BEAM �- - N (E)WF BNAMPER PLAN1/41/4 V 2-6 .- __-� -.- -- -�� PER PLAN CONSULTANT 1 1/2" METAL DECK co ca PLAN SECTION a @ N E 0 LJuv . N N uv N PLAN SECTION • O _ w w Go" § ; w -coy, CONSULTING AND STRUCTURAL • �" � w W �" �1� CANOPY FRAMING DETAIL ENGINEERS SINCE 1919 n TYP CANOPY FRAMING DETAIL 1022 SW SALMON STREET#300 N xo (E)W10X26 0 PTELORTLAND OREGON 97205 6 X l 5100 1 1/2" 1 0" ) 1 1/211 = 1'-0" PROJECT OiND3 3 9 50}273 Sfi96 N co t0 =-I Cl) 0\0 •.... N N .... M M _•,4,- N ) - = X X N N � TtTti 7 N N N ri A ����,D PROfFsf J J w COIJ x_I iL- - n TYP • \5 0 1 NF �jl *I \\ - - S100 HSS20X4 86 L6X3-1/2X3/8 L6X3-1/2X3/8 _ J / �F 1'-3 1/4" 1'-3 1/4"-1 .REON 26'-6 1/2"/ / • 0 0 (N) HSS BEAM (N)METAL DECK 0P 1/I T. O� PER PLAN PER PLAN I EXPIRATION DATE: 12-31-15 I JOB # ND31379 -4 N I 1 _ _ _ _ _ _ _ _ digital signature CANOPY FRAMING PLAN ' ED 11 _ 1 11 0 I signed 0 D3137014 1/4 = 1 -0 _, , - - , r(N) HSS BEAM r - PER PLAN • I - I TOS (E)WALL = L /121- 12'-4 1/4"'� VERIFY i 1/4 (N) L3X3X1/4 LEDGERS C = • FOR LEDGER TYP AT DECK EDGE Q I. GENERAL III. STEEL DECK L3X3X1/4 LEDGER CONNECTIONS 1/4 V (DECK NOT SHOWN .: 1. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE PAT DECK EDGE SEE 3 / S100 • FOR CLARITY) o PROJECT NUMBER 213060 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. TY LL 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED STEEL DECK INSTITUTE. (DECK NOT SHOWN ---ii UNDER THE HEADING"DESIGN CRITERIA". 2. ROOF DECKING: FOR CLARITY) w 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. A. TYPE B DECK- 1 1/2" DEEP x GA.AS INDICATED, GALVANIZED G50 ASTM A 653 DESIGNATION SS -.� (N)L ANGLE > City of Tigard - 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND GRADE 33 OR ASTM A 924. - PER PLAN±-- /I TYPICAL DETAILS. 1.) MINIMUM ATTACHMENT REQUIREMENTS: `' -� / \ City Hall, Police 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN a. INTERIOR BEARING SUPPORTS-5/8" DIA. PUDDLE WELDS AT 4 PER 36"WIDE EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHEET. PL 3/8X4X8 SHOWN. b. AT SEAMS: 1 1/2" LONG SEAM WELDS @ 24"OC. W/O ERECTION FOR LEDGER and Permit Center 6. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS c. AT PARALLEL EDGE: 5/8" DIA. PUDDLE WELDS @ 18 OC. CONNECTIONS AND/OR FIELD OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE d. AT EDGE CLOSURE TO FULL WIDTH SHEET: No.10 SCREWS @ 6"OC. SEE 3 / S100 EXISTING CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. e. EXTERIOR BEARING SUPPORTS: 5/8" DIA. PUDDLE WELDS AT 4 PER 36"WOE Exterior 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHEET. PLANSECTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE 3. METAL DECK PANELS ARE TO BE THREE-SPAN CONTINUOUS WHERE EVER POSSIBLE. PLAN SECTION Restoration PROCEEDING WITH THE WORK. 4. AT COMPOSITE DECK SPANS WHERE BEAM CENTERLINES ARE EQUAL TO OR GREATER THAN 11'-6"-USE 3 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, SPAN DECK CONDITION ONLY OR PROVIDE SHORING IF LESS THAN 3 SPAN CONDITION IS USED. SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. 5. SECTIONS, EDGE FORMS AND FLASHING ARE EXPECTED TO SPAN WITHOUT SHORING. IF SHORING IS • 13125 SW Hall Boulevard REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS,AND HANGERS FOR PIPES, DESIRED TO PREVENT EXCESSIVE DEFLECTIONS, CONTRACTOR SHALL PROVIDE SHORING AT NO EXTRA \ Tigard, Oregon 97223 DUCTS,AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. EXPENSE. CONTRACTOR MAY USE A HEAVIER GAUGE TO AVOID SHORING. CANOPY FRAMING DETAIL r--� CANOPY F RAM I N G D ETAI L TO THE SAME REQUIREMENTS AS THE DECK. SEE METAL DECK DETAILS. J 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 6. ALL EDGE FORMS, CLOSURE PLATES, FLASHING ETC. IF NOT NOTED, SHALL BE 16-GAGE MINIM CONFORMING 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF 1 1/2i1 - 1'-011 • PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE 7. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2". 1 1/211 - 1'-011 ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE,AND LOCAL 8. SUPPORT SHALL BE PROVIDED AT ALL EDGES OF OPENINGS IN STEEL DECKS. REFER TO DETAILS. SAFETY ORDINANCES. 9. MISCELLANEOUS ITEMS SUCH AS SUSPENDED CEILING SYSTEMS AND LIGHT FIXTURES SHALL NOT BE 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. HUNG DIRECTLY FROM STEEL DECK, EXCEPT USING SPECIFIC METHODS SHOWN IN THE TYPICAL • THE METHODS, PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE STRUCTURAL DETAILS. CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. IV. TESTING AND INSPECTION 12. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING SYSTEMS 1. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704 OF CBC REQUIRED FOR BUT NOT LIMITED TO: OF THE EXISTING STRUCTURES. THE CURRENT BUILDING CODE WAS USED AS A GUIDE FOR THIS WORK. A. STRUCTURAL WELDING(SHOP AND FIELD)-CONTINUOUS AT COMPLETE, PARTIAL,AND HOWEVER, COMPLETE CONFORMANCE TO THE CODE IS NOT INTENDED. FILLET WELDS>5/16", OTHERWISE PERIODIC B. SPRAYED FIRE-PROOFING APPLICATION -PERIODIC II. STRUCTURAL STEEL 2. THE FOLLOWING ADDITIONAL SYSTEMS AND COMPONENTS IN STRUCTURES ARE SUBJECT TO 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC PERIODIC SPECIAL INSPECTIONS: SPECIFICATIONS. A. ANCHORAGE OF ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER SYSTEMS 2: ALL STRUCTURAL STEEL THAT IS PART OF THE SLRS SHALL BE DETAILED AND FRABRICATED IN B. SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE ACCORDANCE WITH"SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILSING".ANSI/AISC 341-05. 3. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC FORCE RESISTING PL3/8X4X8 • 3. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND OR SEISMIC RESISTING COMPONENT LISTED IN THEW/(2) ERECTION BOLTS PERFORMED BY CERTIFIED WELDERS. STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OFRESPONSIBILITY TO THE 4. STEEL GRADES: • BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR �' ? (N)METAL DECK A. W SHAPES: ASTM A 992. COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF (E)WF BEAM PER PLAN B. PLATES, OTHER SHAPES AND RODS: ASTM A 36. AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THESTATEMENT OF SPECIAL INSPECTIONS. SEE PLAN I N SHEET TITLE ,,,,IF C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A 500, GRADE B. D. PIPE: ASTM A 53, GRADE B. _ TOS CANOPY E. BOLTS: 1.) ASTM A 325N FOR STEEL TO STEEL-STEEL CONNECTIONS. _ =..= I ;l 12'-4 1/4" STRUCTURAL 2.) ASTM A 307 FOR WOOD CONNECTIONS,A STANDARD WASHER IS REQUIRED UNDER BOLT HEAD ` VERIFY OR NUT BEARING ON WOOD. N F. FRAME BASE PLATES: ASTM A 572, GRADE 50. \ G. FRAME JOINT CONTINUNITY GUSSET PLATES AND DOUBLER PLATES:ASTM A572, GRADE 50. I © - FRAMING PLAN 5. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED. A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. AND DETAILS B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS IV 1 • JOINED, UNO. 6. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, CONTRACTOR SHALL APPLY ^ SIMILAR CONCEPT OR INTENT TO DETAIL THOSE CONDITIONS AND SUBMIT FOR REVIEWAND APPROVAL. i\ ' 7. BOLT HOLES SHALL BE NO MORE THAN 1/16"OVERSIZE, UNLESS OTHERWISEW NOTED. HERE OVERSIZED HOLE IS REQUIRED AT BASE PLATES, PROVIDE 5/16"x3"x3" PLATE WASHER WELDED TO THE BASE PLATE, WITH 1/4" FILLET WELD x 2 1/2"ON THREE SIDES. L3X3X1/4 LEDGER (N) HSS BEAM \ 05.19.2014 3 SIDES i 8. ALL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. TYP AT DECK EDGE PER PLAN 1/4 V 9. BEAMS SHALL BE CAMBERED AS NOTED ON DRAWINGS. CAMBER SHALL APPROXIMATE A CIRCULAR ARC. (DECK NOT SHOWN ► DATE ISSU D FOR CLARITY) <TYP ADDENDUM N0. 1 05.22.2014 CAMBER ACCOMPLISHED BY INSTALLING A SINGLE KINKAT MID SPAN OF BEAMS IS NOTACCEPTABLE. DRAWN BY FSG 10. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE 1/4 6 CHECKED BY PSG PLAN SECTION APPROVAL OF THE STRUCTURAL ENGINEER. APPROVED BY ETD CANOPY FRAMING DETAIL . 6 1 1/2" = 11-011 SHEET S 1 00