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Plans (7) BUP2011 - 00017 GENERAL WINDOW SCHEDULE NOTES W 1. ALL WINDOW DIMENSIONS TO BE FIELD VERIFIED PRIOR TO FABRICATION. 2. WINDOW MANUFACTURER/SUPPLIER TO PROVIDE ALL REQUIRED ANCHORING OF WINDOW SYSTEM TO BUILDING STRUCTURE. T-7 10 2'-7" 3'-7 1/7' 5'-0" 4'-0" 2'-T' 6'-0" 2'-7" 1'-10" 6'-2" V-10" 3. WINDOW MANUFACTURE TO PROVIDE STRUCTURAL DETAILS/CALCULATION (2)EQ. (2)EQ. (2)EQ. (2)EQ. f T FOR STOREFRONT GLAZING SYSTEM TO ARCHITECT,BUILDING STRUCTURAL �•i�� ENGINEER AND LOCAL BUILDING OFFICIAL FOR COORDINATION PURPOSES. 0 o b b o 4. ALL FRAMES SHOWN ARE 2"WIDE UNLESS NOTED OTHERWISE. iv Q Q Q iv Q Q i� Q Q iv Q Q Q Q iv Q Q Q Q 5. ALL WINDOW ASSEMBLIES ARE NON RATED(UNLESS OTHERWISE NOTED) b 4 A g V 6. FRAME COLOR TO BE DARK BRONZE ANODIZED(UNLESS OTHERWISE NOTED) o iv b Z� iv b ZN o N o v o 'v v ov o v WINDOW LEGEND A f A 0 i 0 0 OT /&TOT D O D " 0 Q — i TYPE I GLASS: LAYER ONE(EXTERIOR SIDE)TO BE PPG SOLARBAN o b o '4 60 ATLANTICA GLASS AND LAYER TWO(INTERIOR SIDE)TO BE Cl) rr M in rsi CLEAR GLASS ETf QA 7 ETf F QB T AQT FFz�—STII AQT F TYPE 11 GLASS: LAYER ONE(EXTERIOR SIDE)TO BE PPG Q ATLANTICA GLASS AND LAYER TWO(INTERIOR SIDE)TO BE SOLAR BAN 60 CLEAR GLASS Q STOREFRONT ��SCALE: REFRONT /�,� STOREFRONT STOREFRONT /� STOREFRONT SCALE:1/4"=1'-0" \ B 1/4"=1'-0" V SCALE:1/4"=1'-0" D SCALE:1/4"=1'-0" C SCALE:1/4"=1'-0" T� TEMPERED GLASS M ''' '' '' CQ''''' .Q'.'''' Q....' M Q Q ���� 3419 N M.10'-0" m 'i 2,-0„ 6'-0„ 7-0„ �• 0 A 0 �� PORTLAA. E. ,-`ti, (2)EQ. N 04 O OF 5'-0" 2'-8 1/2" 3'-0" T-0" 2--81/2"1 m w ao N Q Q Q Q (2)Eq. f ',/ f in in in b vb o v 'v /� /&T QE n�T &T b kT AT AT 5'6 12-0, 51-0„ o (2)EQ. o (4)EQ. b (2)EQ. r M QA T �T F.F. BQT 9LF Cl) BQT AQT P B��T' F F F.F. STOREFRONT \ F VSTOREFRONT STOREFRONT ISTOREFRONTSTOREFRONT STOREFRONT ANDERSON SCALE:114"=T-O" SCALE:1/4"=V-9' SCALE:1/4"=1'-0SCALE:1/4"=V-9' SCALE:1/4"=V-9' SCALE:1/4"=V-0' DABROWSKI 167° 167° ARCHITECTS LLC 5'-6" (2)EQ. (4)EQ. ■ WINDOW PLAN WINDOW PLAN SCALE:12"=1'-0" TO G9.. St'.... SCALE:1/2"=1'-0" 3���� o ....... ..... o .. PO o /+ (2)EQ. 1430 SE 3rd Ave,Ste 200 N 0 NOTE: Portland,OR 97214 N lQ Q FRAME COLOR T:(503)239-7377 Fo w D D TO BE BLACK F: (503)239-7327 ANODIZED M N zv \&T 0 0 0 0 v in m www.ADarchitects.com F.F. .F. F.F. F.F. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC,ANY USE.REUSE,OR DISCLOSURE OF STOREFRONT STOREFRONT STOREFRONT STOREFRONT STOREFRONT STOREFRONT SAID PLANS,REPRODUCTIONS,THE IDEAS DESPERMI PERMISSION ON //�\ op ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION / \ A ' OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS SCALE:1/4"=1'-0" M SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" V SCALE:1/4"=1'-U. SCALE:1/4"=V-0" SCALE:1/4"=V-0" PROHIBITED BYLAW. NOTE:ALL DIMENSIONS SHOWN FOR RED ROCK CENTER ARCHITECTURAL MOLDINGS SW 72ND AVE AT SW DARTMOUTH ST REPRESENTS SIZE AFTER TIGARD,OR APPLICATION OF FINAL STUCCO COAT. 6" 4" 6" 2" 1" 2" 4'-0" CONSTRUCTION DOCUMENTS 12'_11" 12'_11" (2)EQ' iv VC'4 iv Revisions: 6'-3" 1'-B" 1'-8" iv iv co m (2)EQ. (2)EQ. b m o if ir' :8 ih i 'A,' r �� N v (O o 3.. N 0 0 iN Date: 01.25.11 Scale" AS Q NOTED Q Q P oject No.: AD 055183 B A Q B a` B a A B o7 ;F b o File Name: 05183 A4.1 io in b LIL Drawn By: MJW/KVR F F. . Checked By: JMA STOREFRONT STOREFRONT STOREFRONT CORNICE TRIM CORNICE BAND WINDOW HEAD Jurisdiction Approval: SCALE:1/4"=V-0" \ / SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" SCALE:1 /2 =1'-0" C � SCALE:1 12"=1'-0 �� SCALE:1 1/2"=1'-0" �� SCALE:1 12"=1'-0" �" SCALE:1 12"=1'-0" 41 1 3" 3" � 1'-0" I I (V (V (0 V ZV �T ih N V 2" b io iD O m 'a tN iN E223" 2" 2" 612" 11 Sheet Title: WINDOW SCHEDULE AND DETAILS CORNICE �, BAND �� BAND ��CORNICE �� CORNICE �� TRISheet No., /� /� .� C r f SCALE:1 12"=1'-0" c v J SCALE: `_ t SCALE:1 12"=1'-0" �_J SCALE:1 12"=1'-0" �_ `� SCALE:1 12"=1'-0" r�J SCALE:1'1/2--1'-0" /'��} 6.1 — I �- - - - --- --- - - --------- I I 65 s.3 hili ' I� I I – I s.3 I I s.3 4 6.3 IT71loTI I O I ( ( 6.0 A6.0 , I I ON I 1 I I l 1 . BUILDING SECTION - LONGITUDINAL 2. BUILDING SECTION - ROTUNDA SCALE: 1/8"=1 0" C B A g C B SCALE: 1/8"=1'-0" tS C� (j 324 N M. D ON I ( ----- - --- --- r --- --- - -------- 1 ---- -----.-. ----------_------__---I I � PORTLAND,OREGON I I I I 5 I I I I I I As.o I I I I I I i I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I TOP OF STAIR{C I i I i I 6.0 TOP OF STAIR BOTTOM OF STAIR i BOTTOM OF STAIR I I _ I ANDERSON 3. BUILDING SECTION - TRANSVERSE 4. BUILDING SECTION - TRANSVERSE 5. BUILDING SECTION - TRANSVERSE DA B RO WS K I SCALE: 1/8"=1'-0* SCALE: 1/8"=1'-O" SCALE: 1/8"=1'-O" ARCHITECTS LLC +A61 C i 8 A C r B I — 1 I I I I j j Portland Office: I I I 1 I I I 1430 SE 3rd Ave,Ste 200 I I I I 8'-0" I I Portland,OR 97214 I I ( I ( I T: (503)239-7377 I 1 I I I I I F: (503)239-7327 I I I I I I y , I www.ADarchitects.com r ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND .. ..✓,.., <. .. �... . .. R. 2J .. F.F....,.. ..... ,.. 2 .. ...r ✓a. ..<. ., .. J .c ,.,. .. < .. Y R ..�. .aanr... .. ., r ...,.. ... ,. J. PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 6. BUILDING SECTION - TRANSVERSE 7. BUILDING SECTION - TRANSVERSE OF ANDERSONDABIBITED By LAW CTS,LLC,S PROHIBITED BY LAW. SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR CONSTRUCTION DOCUMENTS Revisions: Date: 01.25.11 Scale: AS NOTED Project No.: AD 05183 File Name: 05183 A5.0 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: l �II Sheet Title: BUILDING SECTIONS Sheet No.: A5.0 C 1 26'_0„A.F.F. T.O.P. r r r ARCHITECTURAL ARCHITECTURAL MOULDING,SEE I ARCHITECTURAL MOULDING,SEE I 4 ARCHITECTURAL MOULDING,SEE I MOULDING I F/A4.1 I I F/A4.1 ( I 6.1 A F/A4.1 I DOUBLE TOP PLATE DOUBLE TOP PLATE I DOUBLE TOP PLATE I0100- DOUBLE TOP PLATE 1 I I 1 I I I 1 I I ____ , I I z 6.3 I I 6.3 I 18'-0"A.F.F. SIM 6 3 ARCHITECTURAL MOULDING I ARCHITECTURAL MOULDING I I ARCHITECTURAL MOULDING T.O.PF -� 21'-0"A.F.F. STUCCO FINISH SYSTEM STUCCO FINISH SYSTEM I I STUCCO FINISH SYSTEM I I -- _ T.O.P. BATT INSULATION I I BATT INSULATION I (( ( I BATT INSULATION I I DOUBLE TOP PLATE 2X WOOD FRAMING,SEE STRUCTURAL - J 2X WOOD FRAMING,SEE STRUCTURAL - J I I 2X WOOD FRAMING,SEE STRUCTURAL BATT INSULATION DRAWINGS FOR MORE INFORMATION DRAWINGS FOR MORE INFORMATION I I DRAWINGS FOR MORE INFORMATION DECORATIVE CEDAR BRACKET I 6.3 I STUCCO FINISH 2 13'-6"A.F.F. ___ I I SYSTEM \ 61 - LEDGER I I I ARCHITECTURAL ---- --J ------ - I I MOULDING 9 WAINSCOT LEDGER O I STONE VENEER FINISH SYSTEM I I 6.2 I 12'-0"A.F.F. 12'-0"A.F.F. ( I I I 15'-0" TRELLIS I _ I BATT INSULATION ( I 10 TRELLIS I I I OVERHANG 2X WOOD FRAMING,SEE STRUCTURAL TRELLIS ASSEMBLY I I DRAWINGS FOR MORE INFORMATION I I ,1 - CEDAR TRELLIS ASSEMBLY I I 6. 1�1�2 I I ( UNFINISHED INTERIOR Q 10'-0"A.F.F. I I 10'-0"A.F.F. I _ I 10'-0"A.F.F. _ _ 10'-0"A.F.F. I I J HEAD ------ J HEAD -�- J HEAD HEAD - -J HEAD 5 6.1 7 STOREFRONT DOOR AND WINDOW 241 ASSEMBLY J N M. SON RTLAND,OREGON FIXED WINDOW,SEE WINDOW FIXED WINDOW,SEE WINDOW FIXED WINDOW,SEE WINDOW (� FIXED WINDOW,SEE WINDOW SCHEDULE FOR MORE INFORMATION SCHEDULE FOR MORE INFORMATION SCHEDULE FOR MORE INFORMATION i SCHEDULE FOR MORE INFORMATIONi OF WAINSCOT LEDGER j� 16 I 3'-0"A.F.F. 7 6.1 SILL 17 I i 62 PRESSURE-TREATED STUDS I 8 3'-0"AFF _ _ I UNFINISHED INTERIOR 4"SLAB ON GRADE SILLL -i I I 4"SLAB ON GRADE 2X BASE PLATE,SEE STRUCTURAL I DRAWINGS FOR MORE INFORMATION 4"SLAB ON GRADE WAINSCOT LEDGER I I VAPOR BARRIER BELOW SLAB VAPOR BARRIER BELOW SLAB _ J VAPOR BARRIER BELOW SLAB 4"SLAB ON GRADE _ 2X BASE PLATE,SEE STRUCTURAL 2X BASE PLATE,SEE STRUCTURAL 25 VAPOR BARRIER BELOW SLAB I 24 DRAWINGS FOR MORE INFORMATION DRAWINGS FOR MORE INFORMATION WAINSCOT LEDGER g I 6. 0'-0" 234.2' 0'-0"(234.2') _ 0'-0"(234.2') 0'-0" 234.2' _ I D'-0" 234.2' T-0" 237.2' FINISH FLOOR FINISH FLOOR -�- FINISH FLOOR I FINISH FLOOR FINISH FLOOR \�\ /\ FINISH FLOOR 23 I 23 I 21 FOUNDATION,SEE STRUCTURAL FOUNDATION,SEE STRUCTURAL \ \ \ FOUNDATION,SEE STRUCTURAL ; 6 2 6 2 6.2 DRAWINGS FOR MORE INFORMATION j\\j\ \\j a DRAWINGS FOR MORE INFORMATION /\\/\\/ / - DRAWINGS FOR MORE INFORMATION �/xSTONE VENEER FINISH SYSTEM 4"SLAB ON GRADE / WATERPROOFING AND PROTECTION - a WATERPROOFING AND PROTECTION / WATERPROOFING AND PROTECTIONSTONE VENEER FINISH SYSTEM I /\/ \/\/\/ \\/ BOARD \ \ \ \ � BOARD \ \\\ FOUNDATION,SEE STRUCTURAL //� VAPOR BARRIER BELOW SLAB 4"SLAB ON GRADE 7 VAPOR BARRIERSTONE VENEER I \/ FOUNDATION DRAIN,SEE CIVIL \/\/�/ \ � /\//\//\//\/ /\/// FOUNDATION DRAIN,SEE CIVIL /\/ \/� DRAWINGS FOR MORE INFORMATION \ \ \ /\\ \\ \ \\ \ \ FOUNDATION DRAIN,SEE CIVIL \ \ \ \ \ -_---- \/ \\� A N D E R S O N // // // FOUNDATION,SEE STRUCTURAL // FOUNDATION,SEE STRUCTURAL / DRAWINGS FOR MORE INFORMATION >// / //\/ / \//\//\/ ///� DRAWINGS FOR MORE INFORMATION /\//\, \// WATERPROOFING AND PROTECTION \� _ /\/ / / / DRAWINGS FOR MORE INFORMATION / / - \ DRAWINGS FOR MORE INFORMATION \ DRAWINGS FOR MORE INFORMATION I \ \\ \ \ \\ \\ \\ \\/\ /\\� \\� DABROWSKI BOARD j//�\//\\/�/ \�/� WATERPROOFING AND PROTECTION / /\ /\ WATERPROOFING AND PROTECTION /\ /\� �/� - " ` /�< \/// - /\//� FOUNDATION DRAIN,SEE CIVIL BOARD BOARD ARCHITECT S DRAWINGS FOR MORE INFORMATION %\//\ �// FOUNDATION DRAIN,SEE CIVIL /\//\// /\ / FOUNDATION DRAIN,SEE CIVIL I /r�< \//\// /\// /\// /\//\ / /\/� �X DRAWINGS FOR MORE INFORMATION DRAWINGS FOR MORE INFORMATION t /\\/ /\\/\\/\\/\\/\\ \/\\/\j \ \/\ /\\/\\/\\/\\/\\/\\/\\/\\/\ L L C \\ \\ \\/\\/\\/\\ \\ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4. WALL SECTION \\i\\i\\i\\i\\i\ \\/\\/� ,\\/\r s \\% y\\ \\/\/\\.° \\j SCALE: 1/2"=V-0" \\j\\j\\j\\j\\j\\jam \\j\�i\\j\\j\\/ i\\j\\j\ / \/ /i X\ Portland Portland Office: 1 . WALL SECTION 2. WALL SECTION 3. WALL SECTION I = , 5. WALL SECTION 6. WALL SECTION 1430 SE 3rd Ave,Ste 200 97214 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=V-0" I I Portland, 23 7377 34'-3"A.F.F. � L SCALE: 1/2"=1'-0" SCALE: 1!2"=1'-0" T:(503)239-7377 �----- T.O.P. I s I F:(503)239-7327 CONTINUOUS VENT ARCHITECTURAL MOULDING OVERHANG DOUBLE TOP PLATE ® I 7 DOUBLE TOP PLATE 6.3 I I 6.1 31ORNIF.F. - - - r ARCHITECTURAL MOULDING I CORNICE W W W.ADarchitects.com ,5 DOUBLE TOP PLATE I ARCHITECTURAL MOULDING 6.2 1 I I A ALL ARE HE PROPERTY OF ANDERSON DABROWSKI PLANS SET FORTH ON THESE SHEETSARE OWNED BY DOUBLE TOP PLATE I 30'-0"A.F.F. _ I__ I 6.3 - - ARCHITECTS,LLC.ANY USE,REUSE.OR DISCLOSURE OF S I 22'-0"A.F.F. SAID PLANS,REPRODUCTIONS.IDEAS,DESIGNS,ANDIOR STUCCO FINISH SYSTEM I 6.1 - ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION I ( I I I T.O.P. OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS r- PROHIBITED BYLAW. I 29'-0"A.F.F. _ I I 25'-0"A.F.F. - Ll i ARCHITECTURAL MOULDING I I __ OVERHANG z4'-10"A.F.F. I-- I DOUBLE TOP PLATE I RED ROCK CENTER HEAD --- 1 I ( SW 72ND AVE AT SW DARTMOUTH ST EXTERIOR LIGHT FIXTURE FIBER CEMENT BOARD FINISH SYSTEM STUCCO FINISH SYSTEM 6'3 I I TIGARD,OR I SIM I y = BATT INSULATION 2X WOOD DRAWINGS FOIR MORE INFORMATION �3 FIXED WINDOW,SEE WINDOW II 6.3 12 - 1 SCHEDULE FOR MORE INFORMATION l-- � SLOPE HORIZONTAL PROJECTIONS CONSTRUCTION DOCUMENTS ARCHITECTURAL MOULDING 21'-2"A.F.F. I, I I Revisions: SILL _- 25,_O„A.F.F. - - _ 21'-0"A.F.F. i ------- HEAD SILL STUCCO FINISH SYSTEM 20'-0" ( ( ARCHITECTURAL MOULDING BATT INSULATION OVERHANG 2X WOOD FRAMING,SEE STRUCTURAL BATT INSULATION DRAWINGS FOR MORE INFORMATION 2X WOOD FRAMING,SEE STRUCTURAL I I 2X WOOD FRAMING,SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION I I DRAWINGS FOR MORE INFORMATION I I Date: 01.25.,1 18'-2"A.F.F. I I 20 OVERHANG BATT INSULATION Scale: AS NOTED 6.2 18'-0"A.F.F. I STUCCO FINISH SYSTEM I I I Project No.: AD 05183 BATT INSULATION 1T-0"A.F.F. ( _ I HEAD YYY---- -- -� CANVAS AWNING I SECOND FLOOR _r I I I File Name: 05183 A6.0 2X WOOD FRAMING,SEE STRUCTURAL ARCHITECTURAL MOULDING,SEE DRAWINGS FOR MORE INFORMATION WAINSCOT LEDGER - - 10 E/A4.1 I Drawn By MJW/KVR FIBER CEMENT LAP SIDING STONE VENEER FINISH SYSTEM 6.1 11'-9"A.F.F. I I Checked By: JMA HEAD I I 15 _-+ I -0"A.F.F. HEAD I I 2X BASE PLATE,SEE STRUCTURAL SIM ( HEAD - - ; Jurisdiction Approval: DRAWINGS FOR MORE INFORMATION ------- -/ 6. SIDEWALK I ( 9 11'-0"A.F.F. Q 6.1 SILL i \ \ \ \\ ( FIXED WINDOW,SEE WINDOW Y/\ FIXED WINDOW,SEE WINDOW _ _ SCHEDULE FOR MORE INFORMATION FIXED WINDOW,SEE WINDOW X/ 1. 1/V( SCHEDULE FOR MORE INFORMATION LIGN) WAINSCOT LEDGER - SCHEDULE FOR MORE INFORMATION \//\\//\^ \\// ° I 11'-0"A.F.F. I I 11'-0"A.F.F. FIXED WINDOW,SEE WINDOW ALIG� /\//\ \/ I SILL -C I SILL LIG SCHEDULE FOR MORE INFORMATION I I UNFINISHED INTERIOR I fi ( I I 10'-0" _ _ I %/\//\�\// a I io s 1 I UNFINISHED INTERIOR 8 I I 6'-O"A.F.F. __1 SIL 2X BASE PLATE,SEE STRUCTURAL SILL WAINSCOT LEDGER DRAWINGS FOR MORE INFORMATION 4"SLAB ON GRADE \ \ \ j\ \ \ STONE VENEER FINISH SYSTEM 4"SLAB ON GRADE ( PRESSURE-TREATED STUDS -� I 4"SLAB ON GRADE VAPOR BARRIER BELOW SLAB \ \ 4"SLAB ON GRADE VAPOR BARRIER BELOW SLAB \ I 4"SLAB ON GRADE \ I VAPOR BARRIER BELOW SLAB \ I I I / lay, ISLAB / I ` VAPOR BARRIER BELOW SLAB 16 \/\\ \\ VAPOR BARRIER BELOW 6.1 I WATERPROOFING AND PROTECTION I WATERPROOFING AND PROTECTION N 16 BOARD \ \\ \ \\ I BOARD \\ \\ \\ I \ 7,_O„(241.2') __J_ 7,_0„(241.2') //ice/\ \/ 7'-0" 241.2' / /\ T-O"(241.2') � // '�\\/ 3,-0„ FINISH FLOOR FINISH FLOOR /\\ \`/ a FINISH FLOOR FINISH FLOOR \ \ a FINISH FLOOR WATERPROOFING AND PROTECTION FOUNDATION,SEE STRUCTURAL FOUNDATION,SEE STRUCTURAL FOUNDATION,SEE STRUCTURAL FOUNDATION,SEE STRUCTURAL BOARD /\\/ /\\ a DRAWINGS FOR MORE INFORMATION / - DRAWINGS FOR MORE INFORMATION \//\//\ C DRAWINGS FOR MORE INFORMATION /\/\ \/ DRAWINGS FOR MORE INFORMATION / FOUNDATION,SEE STRUCTURAL \} \j ° I \ WATERPROOFING AND PROTECTION \ WATERPROOFING AND PROTECTION DRAWINGS FOR MORE INFORMATION j\/ �j DRAW NGS FORFOUNDATIMORE ON DRAIN, FORMATION FOUNDATION\\//�\//!\ \// DRAW NGS FORMORE NIFORMATION \\ \\// // FOUNDATION DRAIN SEE CIVIN,SEE CIVIL DL \////// \ \//\/ FOUNDATION N BOARD FOUNDATION DRAIN,SEE CIVIL \\ \\ \ \\ \\/\\ FOUN AT ON DRAT ,SEE CIVIL \ \\ \\ \ \\ \ DRAWINGS FOR MORE INFORMATION \ DRAWINGS FOR MORE INFORMATION \/ ° \//\/ DRAWINGS FOR MORE INFORMATION Sheet Tide: WALL SECTIONS \//� \//� \//. 7. WALL SECTION 8. WALL SECTION 9. WALL SECTION 10. WALL SECTION 11 . WALL SECTION /. Sheet No.: A6.0 SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2"=V-9' SCALE: 1/2"=V-0" SCALE: 1/2"=V-9' STANDING SEAM 4" 6" 6" 6" < I ROOFING 12 #15LB BUILDING � 2X CEDAR BLOCKING BETWEEN SLATS,AS PAPER t"(l��1• REQUIRED \ ' �.11 4 FLASHING UNFINISHED INTERIOR ROOF SHEATHING BATT INSULATION ' STANDING SEAM ROOFING 2X CEDAR SLATS GUTTER\ - --------------------------------- #15LB BUILDING PAPER ' DECORATIVE CEDAR BRACKET,SEE 14/A6.3 FOR �J 2"CONTINUOUS I! Z MORE INFORMATION ROOF SHEATHING i �i FLASHING SOFFIT VENT ROOF FRAMING,SEE STRUCTURAL ROOF FRAMING,SEE STRUCTURAL DRAWINGS FOR � DRAWINGS FOR MORE INFORMATION MORE INFORMATION ' 3/8"ROUGH SAWN CEDAR PLYWOOD, PAINT TO MATCH ADJ.SIDING 0 2"CONTINUOUS SOFFIT VENT DECORATIVE CEDAR BRACKET j ^/ PRE-FABRICATED 30"X36" STUCCO FINISH SYSTEM,SEE �i•� ROOF HATCH ? GUTTER DETAIL 1/A6.2 FOR MORE / INFORMATION 4X BEAM,SEE STRUCTURAL FOR MORE 3/8"ROUGH SAWN CEDAR PLYWOOD,PAINT „ j BOLTS,COUNTERSUNKAND INFORMATION TO MATCH ADJ.SIDING PLUGGED O BOLTS,COUNTERSUNK AND PLUGGED = 2X WOOD FRAMING WAINSCOT LEDGER INTEGRAL METAL O 8 FLASHING ° O 6.3SIM ---- _ -- I I 00, SINGLE PLY ROOF SYSTEM 1 1 STUCCO FINISH SYSTEM,SEE DETAIL 1/A8.2 CANT 2'-6" FOR MORE INFORMATION 1U 312 20" L- '-- I I FIXED WINDOW RIGID INSULATION _ _ 6.2 -- J C� STONE VENEER FINISH SYSTEM, �- SEE DETAIL 2/A6.2 FOR MORE J UNFINISHED INTERIOR V-2" W _ I 2. TRELLIS BRACKET 3. ROTUNDA ROOF ASSEMBLY 4. CEDARBRACKETROOF ASSEMBLY SCALE: 1 12"=V-T SCALE: 1 12"=1'-0" SCALE: 1 12"=1'-0" FLASHING - 2 12"X 3/8"BRACE @ 5'-0" i #15LB BUILDING PAPER 1'-0"MIN O.C. STANDING SEAM ROOFING 12 1 ; 4"DIA.ROOF DRAIN ���G� All ROOF FRAMING,SEE j SINGLE PLY ROOF MEMBRANE a � `�+''3'"24' V STRUCTURAL DRAWINGS 4"DIA.OVERFLOW DRAIN W/ FOR MORE INFORMATION I FLASHING - p t N . NO ON 2"HIGH INTERNAL DAM I o I SMALL FLASHING GUTTER,HIGH POINT CENTERED _ AS MEASURED FROM ROOF ¢� I` IN FRONT,SLOPING 12UNFINISHED INTERIOR:12 TO EACH SIDE LOW POINT z� f, BATT INSULATION �� 5 1 _ _ _ 'I \ ( 12 SHEATHING ! � j STUCCO � 2X WOOD STUD BATT INSULATION �I DRAINAGE MAT �I I STONE VENEER,FOLLOW i I ! \ UNFINISHED INTERIOR �l WATER-RESISTANT BARRIER STUCCO MANUFACTURER'S INSTRUCTIONSSTUCCO ARCHITECTURAL MOULDING i , LATH �I ^; FOR INSTALLATION ,f DRAINAGE MAT ! �I FIBER CEMENT SIDING iI I--- DRAINAGE LATH �I J REFER TO WINDOWSCHEDULE MORTAR JOINT(WHERE OCCURS) DRAINAGE MAT WATER-RESISTANT BARRIER , J ' ; I /� FOR MORE HERE OCCURS)ON �I DRAINAGE MAT PROFILE WHERE OCCURS I MORTAR SETTING BED WATER-RESISTANT BARRIER 12"SHEATHING c �i MORTAR SCRATCH COAT 2X WOOD STUD - w UNFINISHED INTERIOR �I �I ARCHITECTURAL �I COUNTERSINK FASTENERS 118" I �\ LATH BATT INSULATION MOULDING,REFER TO \� BATT INSULATION I I FINISH LAYER OF STUCCO �I DRAINAGE MAT �) �� 12"SHEATHING WINDOW SCHEDULE FOR 2X WOOD STUD WATER-RESISTANT WATER-RESISTANT BARRIER UNFINISHED INTERIOR I I J ADHESIVE i III MORE INFORMATION ON ( BLOCKING BLOCKING,AS REQUIRED BLOCKING,AS REQUIRED PROFILE I. ��, TRANSITION TAPE 41 FINISH LAYER OF STUCCO I _ �\ J EXPANSION/CONTROL JOINT l �I 12"SHEATHING �) ADHESIVE BLOCKING,AS REQUIRED �I UNFINISHED INTERIOR �I COUNTERSINK FASTENERS 1/8" �I I �, 12"SHEATHING �I BATT INSULATION iI I r� 2X WOOD STUD 2X WOOD STUD i) �� I TRANSITION TAPE . BATT INSULATION O CASING BEAD iI UNFINISHED INTERIOR FLASHING— Al LASHING BACKING ROD AND SEALANT ,I I BLOCKING,AS REQUIRED WATER-RESISTANT BARRIER \� �I FIBER CEMENT SIDING i i Q :I �I ��J SECTION DETAIL' PLAN DETAIL PLAN DETAIL SECTION DETAIL SECTION DETAIL fT PLAN DETAIL SIMILAR 1 . TYP. STUCCO DETAIL 2. TYP. STONE VENEER DETAIL 3. TYP. FIBER CEMENT SIDING DETAIL 4. STUCCO TO F.C. SIDING W/ CORNICE 5. STUCCO EXPANSION JOINT SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=V-0" STONE VENEER,FOLLOW I� WATER-RESISTANT BARRIER STONE VENEER,FOLLOW , I E� MANUFACTURER'S INSTRUCTIONS MANUFACTURER'S INSTRUCTIONS STUCCO I DRAINAGE MAT FOR INSTALLATION FOR INSTALLATION C� LATH i 12"SHEATHING MORTAR JOINT(WHERE OCCURS) ,I MORTAR JOINT(WHERE OCCURS) it DRAINAGE MAT I 2X WOOD FRAMING 2X WOOD FRAMING 3241 :I d I BATT INSULATION J N M. D ON r MORTAR SETTING BED I MORTAR SETTING BED � I WATER-RESISTANT BARRIER BATT INSULATION j ,I I BACKING ROD AND BE MORTAR SCRATCH COAT �j MORTAR SCRATCH COAT �/ �/ LATHWATER-RESISTANT I UNFINISHED INTERIOR 12"SHEATHING iI WATER RESISTANT BARRIER d I i I I LATH DRAINAGE MAT c � DRAINAGE MAT \ I BLOCKING - � / STUCCO RTLAND,O GON BLOCKING BLOCKING,AS REQUIRED ^ TRANSITION TAPE FINISH LAYER OF STUCCO i TRANSITION TAPE TRANSITION TAPE i i I / I CASING BEAD I �I 7l' WATER-RESISTANT BARRIER BACKER ROD AND SEALANT tI I! �J BACKER ROD AND SEALANT �i i h I O Off" BACKER ROD AND SEALANT iI I STUCCO �I i �I I ADHESIVE I \ v LATH SII FIBER CEMENT SIDING I C� FIBER CEMENT SIDING VIII J I �� 12"SHEATHING I I COUNTERSINK FASTENERS 1/8" 12"SHEATHING i 12"SHEATHING �l I a I UNFINISHED INTERIOR I �/ ARCHITECTURAL MOULDING, I UNFINISHED INTERIOR G REFER TO WINDOW SCHEDULE UNFINISHED INTERIOR �iII �I I I VIII j II I FOR MORE INFORMATION ONL - - - - ------- ----- - ------------ ----- —_ - _ PROFILE - - - - - -- — A.F.F. OVERHANG WEEP SCREED CASING BEAD BACKING ROD AND SEALANT TRANSITION TAPE I II l DRAINAGE MAT ( ! TRANSITION TAPE WATER-RESISTANT BARRIER LATH / / \ COLUMN BEYOND FINISH-GRADE 1X3 CEDAR PLANK, STUCCO VIII RUN PERPENDICULAR TO UNFINISHED INTERIOR BUILDING FACE PLAN DETAIL PLAN DETAIL PLAN DETAIL SECTION DETAIL SECTION DETAIL i 6. STONE TO F.C. SIDING TRANSITION 7. STONE TO STUCCO TRANSITION 8. STUCCO TO F.C. SIDING TRANSITION 9. STUCCO OVERHANG W/ BAND 10. STUCCO OVERHANG INSIDE CORNER ANDERSON I DABROWSKI SCALE: 3"=1'-0" SCALE: 3"=V-9' SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=V-9' ARCHITECTS 12"SHEATHING 12"SHEATHING t 12"SHEATHING \ / _ MORTAR SETTING BED i 2X WOOD STUD /� 2X WOOD STUD '! -/ 12"SHEATHING 2X WOOD STUD rl /-\ L L C j !1 Id \ / MORTAR SCRATCH COAT BATT INSULATION - BATT INSULATION 2X WOOD STUD BATT INSULATION c SII' / WATER-RESISTANT BARRIER UNFINISHED INTERIOR I / UNFINISHED INTERIOR - BATT INSULATION �I I j UNFINISHED INTERIOR �I y' \� MORTAR JOINT DRAINAGE MAT ,I y \ STUCCO �I UNFINISHED INTERIOR LATH DRAINAGE MAT , STUCCO ' �,�-\ LATH ( ' �-j WATER-RESISTANT BARRIER �I STONE VENEER,FOLLOW �I / �. �I y \ !I y ! (WHERE OCCURS) � i DRAINAGE MAT I / DRAINAGE MAT I DRAINAGE MAT �I -\�\ j WATER-RESISTANT BARRIER I -�j f / \ ■ MANUFACTURER'S INSTRUCTIONS WATER-RESISTANT BARRIER l � WATER-RESISTANT BARRIER k 1 1I , �I / �I \ FOR INSTALLATION �.� BLOCKING,AS REQUIRED TRANSITION TAPE ARCHITECTURAL MOULDING, �__j �_j WEEP SCREED REFER TO WINDOW SCHEDULE �I ! '��J �I '\ MORTAR JOINT(WHERE OCCURS) i /! I BACKING ROD AND SEALANT �I I i Portland Office: \ FOR MORE INFORMATION ON _� FLASHING �I I 1430 SE 3rd Ave,Ste 200 t PROFILE STONE VENEER,FOLLOW t i II Portland, OR 97214 ._% FIBER-CEMENT SIDING "I ( \ I I �� - T: (503)239-7377 MANUFACTURER'S INSTRUCTIONS TRANSITION TAPE I COUNTERSINK FASTENERS 1/8" ! TRANSITION TAPE I FOR INSTALLATION I" �I FLASHING t �� FINISH LAYER OF STUCCO r r ( ) 1 1/4"STARTER STRIP �% �I I; --\ F: 503 239-7327 BACKING ROD AND SEALANT ' II ADHESIVE TRANSITION TAPE WEEP SCREED I TRANSITION TAPE I BLOCKING,AS REQUIRED WEEP SCREED L( _�� L(_ WEEP SCREED �!I LL -_ _ ,I \ FIXED WINDOW (� --_ BACKING ROD AND SEALANT — —' BACKING ROD AND SEALANT = BACKING ROD AND SEALANT STUCCO FLASHING FLASHING FLASHING LATH FIXED WINDOW FIXED WINDOW FIXED WINDOW 12"SHEATHING E_— 2X WOOD STUD I j- www.ADarchitects.com BATT INSULATION UNFINISHED INTERIOR -�-/ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL ANDARETHE PROPERTY OFANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR 11 . STUCCO HEADER 12. STUCCO CORNICE HEADER 13. FIBER CEMENT SIDING HEADER 14. STONE VENEER HEADER 15. STONE VENEER TO STUCCO ARRANGEMENTSWITHOUTTHE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. SCALE: 3"=V-0" SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=V-9' RED ROCK CENTER DRAINAGE MAT J DRAINAGE MAT �_ SW 72ND AVE AT SW DARTMOUTH ST 12"SHEATHING �I I' 12"SHEATHING �I;' TIGARD OR 2X WOOD STUD '' 2X WOOD STUD INTERIOR FURRING WALL(WHERE �I BATT INSULATION --� BATT INSULATION I OCCURS) -- UNFINISHED INTERIOR UNFINISHED INTERIOR FIXED WINDOW FIXED WINDOW FIXED WINDOW c �- BACKER ROD AND SEALANT BACKER ROD AND SEALANT BACKER ROD AND SEALANT r- _ �rC- - _ - -- - FLASHING err -� - -- - iI v i I FLASHING r �---- ,� - -- - c � / t� 1� I \ I I ! TRANSITION TAPE SII y I /�, CONSTRUCTIOND OCUMENTS X � I �`� I I I BLOCKING I �i � BLOCKING r I. �, ,I I WATER-RESISTANT BARRIER I �I Revisions: I II I I WEEP SCREED I WEEP SCREED I:I WAINSCOT LEDGER y CONSTRUCTION ADHESIVE ti FLASHING � I � STONE VENEER,FOLLOW WATER-RESISTANT BARRIER MANUFACTURER'S INSTRUCTIONS �I STUCCO I I FOR INSTALLATION c i I I FIBER CEMENT SIDING i I /- I I WAINSCOT LEDGER iI WAINSCOT LEDGER LATH ' I �i Date: 01.25.11 LATH I' / I i I WATER-RESISTANT BARRIER / I I c �I!, CONSTRUCTION ADHESIVE �I MORTAR SETTING BED ' INTERIOR FURRING WALL(WHERE I! / I I INTERIOR FURRING WALL(WHERE I ,i:I FLASHING Scale: AS NOTED MORTAR SCRATCH COAT �\ OCCURS) I I, \: I i I I OCCURS) I I STONE VENEER,FOLLOW �I / STONE VENEER,FOLLOW :I / \ MORTAR JOINT(WHERE OCCURS) i -_ MANUFACTURER'S INSTRUCTIONS I " �._:% MANUFACTURER'S INSTRUCTIONS j \_% DRAINAGE MAT I I I I I DRAINAGE MAT I I I ,i �I.I I Project No.: AD 05183 r I FOR INSTALLATION �I /\ FOR INSTALLATION y DRAINAGE MAT 12"SHEATHING _i I y ! j I I 12"SHEATHING WATER-RESISTANT BARRIER �- WATER-RESISTANT BARRIER / File Name: 05183 A6.2 2X WOOD STUD 12"SHEATHING 2X WOOD STUD 2X WOOD STUD MORTAR SETTING BED MORTAR SETTING BED / BATT INSULATION I BATT INSULATION I ! Drawn B MJW!KVR ti BATT INSULATION 4 MORTAR SCRATCH COAT MORTAR SCRATCH COAT y' UNFINISHED INTERIOR UNFINISHED INTERIOR - --- 'j MORTAR JOINT ERE OCCURS �' 'I �I UNFINISHED INTERIOR MM ) I \_ MORTAR JOINT(WHERE OCCURS) \y i- � I �� --)---"-'I � ! I ! I a �I Checked By: JMA SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL 16. STUCCO WINDOWSILL 17. STONE VENEER WINDOW SILL 18. FIBER CEMENT SIDING WINDOW SILL 19. STONE W/ CONCRETE LEDGER 20. STUCCO TO STONE VENEER Jurisdiction Approval: SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 12"SHEATHING STONE VENEER,FOLLOW ;' i — 12" -� ('; SHEATHING MANUFACTURER'S INSTRUCTIONS a. � /� 2X WOOD STUD �� FOR INSTALLATION I I �/ UNFINISHED BATT INSULATION MORTAR SETTING BED i I 1 INTERIOR UNFINISHED INTERIOR I! BATT MORTAR SCRATCH COAT DRAINAGE MAT LATH ( INSULATION FIXED WINDOW WATER-RESISTANT BARRIER II III 2X WOOD DRAINAGE MAT STUD TRANSITION TAPE OVER JOINT I BACKER ROD AND CAULK AT (I DOOR ASSEMBLY DRAINAGE MAT �---- i I I c JOINT CLOSEST TO ALUMINUM THRESHOLD,MAX WAINSCOT LEDGER I C I C FRAMING/FOUNDATION FIXED WINDOW HEIGHT 114",SEALANT UNDER WATER-RESISTANT BARRIER SII III I TRANSITION I I r a CONCRETE SIDEWALK SLOPING CONCRETE SIDEWALK SLOPING CONSTRUCTION ADHESIVE �({ lJ I I/I TRANSITION TAPE OVER JOINT O I I MIN 2%AWAY FROM BUILDING MIN 2%AWAY FROM BUILDING FLASHING 4 I �I (D I I' WATER-RESISTANT BARRIER STONE VENEER,FOLLOW I Q � I I w 00 I a z I BACKER ROD AND SEALANT MANUFACTURER'S INSTRUCTIONS > I I I I ¢ �, I I C FOR INSTALLATION > 12"EXPANSION JOINT 12"EXPANSION JOINT C7 LATH 7T n z w w ��I �- c7 LL �t I ` ] FLASHING FLASHING ILL zzw� z-aa 11/4"STARTER STRIP �] zzwin >a a TRANSITION TAPE I g Q w FLASHING I I E>a a O �I I ¢w WEEP SCREED I a=U II! iv a=0 FLASHINGILg— < I SLAB ON GRADE C' SLAB ON GRADE O FLASHING I I O O i O WEEP SCREED 4 I L FOUNDATION FOUNDATION G O U � o ~ PROTECTION BOARD AND PROTECTION BOARD AND a O� w Q a Q WATERPROOFING,BEGIN 4" WATERPROOFING,BEGIN 4" z w v O BELOW GRADE G ` BELOW GRADE LU w in PROTECTION 7C z C PROTECTION, o w m PROTECTION - ¢fr w-1 BOARD AND / =o BOARD AND o g w BOARD AND o RIGID INSULATION,EXTEND 2'-0" [ RIGID INSULATION,EXTEND 2'-0" NO U WATERPROOFING, CD p WATERPROOFING, C" iv O U WATERPROOFING, -' BELOW SLAB / BELOW SLAB Sheet Tile: OF O BEGIN 4"BELOW OC BEGIN 4"BELOW �� O BEGIN 4"BELOW O� Q C DETAILS GRADE o GRADE o GRADE o o SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL SECTION DETAIL 21 . STONE VENEER a@ FOUNDATION 22. FIBER CEMENT SIDING a@ FOUNDATION 23. STONE VENEER c@ FOUNDATION 24. WINDOW SILL a@ SIDEWALK 25. DOOR THRESHOLD a@ SIDEWALK Sheet No.: A6.2 SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=V-i SCALE: 3"=1'-0" SCALE: 3"=V-O" SLOPE 12:12 TOWARD -------- ____----� ROOF r- _ _---` -------------- 12 12 12 SLOPE 12:12 TOWARD DOUBLE TOP PLATE -- ----"'" -'- PARAPET FLASHING rl (T 1 12 1/2 12 MECHANICALAREA CAP ---- _------ - --------� PARAPET FLASHING CAP _ FASTENERS 1/8 PARAPET FLASHING _ ------------------- zlf�=----='- --------- , PARAPET ., f-----''-- , PARAPET FLASHING CAP ,"fr=---"�`- , R DOUBLE TOP PLATE 1 I I I BLOCKING,AS CAP jl I FLASHING CAP I I DOUBLE TOP PLATE ( 4X4 TS COLUMN DOUBLE TOP PLATE III DOUBLE TOP I, �Ij 2X4 SEEL STUD TACK WELDED REQUIRED ,III I PLATE a Ij I 1X6 FIBER-CEMENT DECORATIVE FINISH LAYER OF ;) TRIM =� TO COLUMN STUCCO fl , COUNTERSINK = ' I I ADHESIVE FASTENERS 1/9' j ARCHITECTURAL j [ ) FINISH LAYER OF :; ! I FINISH LAYER OF I I g J I MOUDLING,REFER TO I V STUCCO I STUCCO I � I ! I > WINDOW SCHEDULE FOR MORE e; COUNTERSINK BACKER ROD AND SEALANT FASTENERS 1/8" _I I I ADHESIVE _ I I E I I INFORMATION ON I IIPOFILE ADHESIVE ! ARCHITECTURAL _ SINGLE-PL YROOF j \ MOULDING,REFER U ARCHITECTURAL TO WINDOW MEMBRANE o REFER TO a SCHEDULE FOR = I j I j � � 12" SHEATHING- MOULDING, � � • I WINDOW SCHEDULE 3 ' I MORE FOR MORE INFORMATION BACKER ROD I I ! ( 2X WOOD FRAMING °s ON ON i INFORMATION ON €' I I PROFILE SEALANT BATT INSULATION I J PROFILE I j STUCCO FINISH II 12"SHEATHING , 12"SHEATHING e ! I 12"SHEATHING I SYSTEM,SEE DETAIL I g jFIBER-CEMENT 1lA6.2 FOR MORE / BOARD SIDING H 2X WOOD STUD � � I 2X WOOD STUD � ' I 2X WOOD STUD � I I ' lI � INFORMATION SINGLE-PLY ROOF MEMBRANE SINGLE-PLY ROOF MEMBRANE SINGLE-PLY ROOF MEMBRANE 1 14"STARTER STRIP STUCCO FINISH SYSTEM,SEE j STONE VENEER FINISH SYSTEM, FIBER CEMENT SIDING FINISH DETAIL 1/A6.2 FOR MORE ! I I SEE DETAIL 2/A6.2 FOR MORE I SYSTEM,SEE DETAIL 3/A6.2 FOR I > INFORMATION 1 ( INFORMATIONMORE INFORMATION e i DRAINAGE MAT DRAINAGE MAT = ; DRAINAGE MAT WATER-RESISTANT DRAINAGE MAT WATER-RESISTANT BARRIER I WATER-RESISTANT BARRIER I ( WATER-RESISTANT BARRIER I j I BARRIER S j I i j I BACKER ROD AND SEALANT f; I DRAW BAND FLASHING b TRANSITION TAPE I I STEEL POST ANCHORING,SEE WEEP SCREED STRUCTURAL DRAWINGS FOR I FLASHING- MORE LASHING MORE INFORMATION . BLOCKING,AS REQUIRED J N M. DE ON= , j j g j� j ARCHITECTURAL MOUDLING, \ \ \ ROOF SHEATHING ( SINGLE-PLY ROOF I REFER TO WINDOW SCHEDULE 11 I', / III' I RIGID INSULATION MEMBRANE FOR MORE INFORMATION ON �� SINGLE-PLY ROOF MEMBRANE I ,UKLGON I D;1 I RIGID INSULATION � PROFILE(WHERE OCCURS) I I' V CANT IROOF STRUCTURECANT CANT CANT -'— --------- J Q REFER TO STRUCTURAL V j i DRAWINGS FOR MORE INFORMATION % sjI € jlI ROOF SHEATHING - ------------ BATT INSULATION I BATT INSULATION BATT INSULATION NOTE:WHERE RIGID INSULATION RIGID INSULATION RIGID INSULATION CORNICE AND 1/2"SHEATHING I 12"SHEATHING 1/2"SHEATHING I \ STUCCO FINISH ARE ROOF STRUCTURE,REFER TO ROOF STRUCTURE,REFER TO a ROOF STRUCTURE,REFER TO �/! i _ � NOT PRESENT, STRUCTURAL DRAWINGS FOR = I I C� STRUCTURAL DRAWINGS FOR 1 STRUCTURAL DRAWINGS FOR I i i i - PROVIDE SINGLE-PLY MORE INFORMATION !I� + t MORE INFORMATION ;' MORE INFORMATION i �/ i iJ MEMBRANE UP TO e t,l i PARAPET FLASHING 1 . STUCCO PARAPET W/ CORNICE 2. STONE VENEER PARAPET 3. FIBER CEMENT SIDING PARAPET 4. MECHANICAL SCREEN WALL 5. PARAPET a@ ROOF LEVEL CHANGE ANDERSON SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" DABROWSKI ,I ARCH ITECTS 2X WOOD STUD ! �� L L C BATT INSULATION MORTAR SCRATCH COAT MORTAR SETTING LATH MORTAR JOIN WHERE OCC ) s � - ..-.-. -------------------------------- - - --- DRAINAGE MAT -- -- -z-- STUCCO TRANSITION TAPE LATH WATER-RESISTANT BARRIER iiIt ` \ \ - DRAINAGE MAT I 12"SHEATHING �A CORNER EXPANSION JOINT(#30) 1X6 FIBER-CEMENT DECORATIVE n ' \ \/ \ I TRIM ! /\ UNFINISHED INTERIOR / TRANSITION TAPE TRANSITION TAPE i 1,!' tl I \ I \ Portland Office: I .; �' i �, I ; �_ WATER-RESISTANT BARRIER I \�'' BACKING ROD AND SEALANT _II v \ \\ / \ 1430 SE 3rd Ave,Ste-200- STONE VENEER CORNER BLOCK / \ // 12"SHEATHING - FIBER CEMENT SIDING jl ! / ! Portland,OR 97214 MORTAR JOINT MORTAR E OCCURS)RE SETTING BEDaTRANSITION TAPE -- ;� TRANSITIONTAPEI, \ T: (503)239-7377 DRAINA �1 BARB ER I' ..."," ,...m..".., ..... lti! \� / WATER+ES DRAINAGE F:(503)239-7327 MORTAR SCRATCH COAT --- --- LATH --- ---------------- --- - - ------------ DRAINAGE MAT s- J LATH ¢ 1 _ 1 -s rL 12" SHEATHING 1 WATER-RESISTANT BARRIER \ j - 12" SHEATHING X WOOD FRAMING \ t ;' % ` BATT INSULATION \ \ 2X WOOD FRAMING �, 2 12" SHEATHING �� �.� i �i ! ' �v UNFINISHED INTERIOR 2X WOOD FRAMING �� A BATT INSULATION BATT INSULATION / \ \ UNFINISHED INTERIOR j \\ www.ADarchitects.com \ UNFINISHED INTERIOR � � \l \� ice., / PLAN DETAIL SECTION DETAIL ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLAN DETAIL � ' ; � � \\`/ PLANS SET FORTH ON THESE SHEETSAREOWNEDBY - SECTION DETAIL PLAN DETAIL ! AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF AID PLANS, REPRODUCTIONS,IDEAS. SIGNS,ANDIOR 6. STONE VENEER OUTSIDE CORNER 7. STONE VENEER INSIDE CORNER 8. STUCCO OUTSIDE CORNER 9. STUCCO INSIDE CORNER 10. F.C. SIDING OUTSIDE CORNER SAROF ANDERSON DABROWSKI E�TRDECTS PERMISSION 6. PROHIBITED BYLAW. SCALE: 3"=V-0" SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 3"=V-9' SCALE: 3"=1'-0" i RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST MORTAR JOINT(WHERE OCCURS) l \ ./ ' \� 1'8" TIGARD,OR STONE VENEER,FOLLOW MANUFACTURER'S INSTRUCTIONS ! / \. i 2-02'-6"' ' FOR INSTALLATION TRANSITION TAPE TRANSITION TAPE i PLASTER RING SPACER PLASTER RING SPACER iv EXTERIOR LIGHT FIXTURE, EXTERIOR LIGHT FIXTURE, ______ CONSTRUCTION DOCUMENTS ACTUAL FIXTURE MAY VARY—� ��� ACTUAL FIXTURE MAY VARY Y `/� c� ='==' -------- Revisions: Revisions: 2" 1" 3 12„ \� CEDAR 4X4 CEDAR 4X4 - CEDAR 4X4 WATER-RESISTANT BARRIER ! j l -� / / / Date: 01.25.11 MORTAR SETTING BED _ f - I F =__ _ _ _=- Scale: AS NOTED MORTAR SCRATCH COAT � WATER-RESISTANT BARRIER DRAINAGE MAT DRAINAGE MAT ! \_� �\ I Project No.: AD 05183 LATH - i LATH 12"SHEATHING _/ 12"SHEATHING } 3/4" / File Name: 05163 A6.3 2X WOOD STUD 2X WOOD STUD BATT INSULATION BATT INSULATION \ STRUCTURAL 6X6 BEHIND STRUCTURAL 6X6 BEHIND STRUCTURAL 6X6 BEHIND Drawn By: MJW/KVR UNFINISHED INTERIOR s _ UNFINISHED INTERIOR BRACKET BRACKET BRACKET Checked By: JMA SECTION DETAIL SECTION DETAIL I I 11 . EXT. FIXTURE @ STONE VENEER 12. EXT. FIXTURE @ STUCCO 13. SMALL CEDAR BRACKET 14. TRELLIS CEDAR BRACKET 15. COVERED TRELLIS CEDAR BRACKET Jurisdiction Approval: SCALE: 3"=V-0" SCALE: 3"=1'-0" SCALE: 1 12"=1'-0 SCALE: 1 1/2"=1'-0" SCALE: 1 12"=V-0" Sheet Title: DETAILS Sheet No-: A6.3 DOOR SCHEDULE DOORS FRAMES SIZE DESCRIPTION DESCRIP DETAILS E--1 9 >a> � w W w w w z F C7 p °8w D pm �m m rn m W Z.. 0 z o 0g a a anW aW V F z w U z w l- O z U �w 'S �_ a� ~o U 0 W 0 �O ¢ z w pQ N w� � rn �¢ OQ W = 9 ¢ O O tet- F ¢ w w >c w w 2�9 ¢ ¢ z pF OF J x F- cn c- rn z ¢cn m a m _J w z IX LL LL x 2 a w co p co ►F�-�/ DR.NO. W H T S P MAT MAT MAT FIN FIN TYPE L E N R FR HW MAT FIN EG DP COMMENTS 100 6-0" T-9' 2" • • • A • NA HWA ALUM PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. V 200 6'-0" T-0" 2" • • • A • NA I HW-1 rALUM PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. 300 6'-0" T-0" 2" • • • A • NA HWA PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. 400 T-0" T-0" 2" • • • B • NA HW-2 PAINT NEW DOOR W1 ADA COMPLIANT HARDWARE. 401 T-0" T-0" 2" • • • B • NA HW-2 PAINT NEW DOOR W1 ADA COMPLIANT HARDWARE. 500 T-0" T-0" 2" • • • C • NA HW-3PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. 501 X-9- 7'4" 1-314" • • • C • NA HW 4 HM PAINT NEW DOOR W/ADA COMPLIANT HARDWARE. HARDWARE SCHEDULE HW-1 100,200,300 QTY ITEM DESCRIPTION FINISH MANUF DOOR SCHEDULE GENERAL NOTES go� 324119�� 2 EA CONTINUOUS HINGE 112HD 628 IVE <JJN M. N SON1 EA DEADLOCK MS1850S 1-1/2"BS 628 ADA 1. ALL HOLLOW METAL FRAMES TO BE PAINTED WITH SPRAY APPLIED ALKYD ENAMEL. CONFER WITH 2EA MORTISE CYLINDER 20-013 626 SCH ARCHITECT BEFORE APPLYING FINISH WITH OTHER METHODS. 1 EA TRIM STRIKE 4000 628 ADA 2. PROVIDE HINGES,GASKETING,SILENCERS,DOOR STOPS,ETC.AS REQUIRED AT ALL DOOR LOCATIONS. RTLAND,OREGON 1 SET HEAD/THRESHOLD BOLT _4015X4085 603 ADA 1 EA SIGN 773 OSSC COMPLIANT-SEE NOTE BELOW) TRI REFER TO DOOR SCHEDULE FOR FIRE RATING AND ASSEMBLY REQUIRED. 2 EA PULL/PUSHBAR 9190-2-NO 630 IVE 2 EA SURFACE CLOSER I SC71 SS/HO I 689 FAL 3. HARDWARE FINISH: MATCH BUILDING STANDARD SATIN CHROME FINISH. LL OF1" 1 EA DRIP CAP 16A OMIT IF PROTECTED FROM WEATHER CL NGP 4_ ALL DOORS W/LOCKS WITHIN SCOPE TO BE KEYED/RE-KEYED BY OWNER. 2 EA DOOR SWEEP C6277 CL NGP 1 EA ITHRESHOLD 1896S MS/LA I AL NGP 5. PROVIDE WALL STOPS AT ALL DOORS WITHIN SCOPE OF WORK. 1 EA I WEATHER STRIPPING I BY DOORFRAME MANUFACTURER NOTE: SIGNAGE TO STATE:"THESE DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". 6. CONTRACTOR TO PROVIDE CUT SHEETS TO ARCHITECT FOR REVIEW AND APPROVAL ON ALL SPECIFIED HW-2 HARDWARE INCLUDED IN PROJECT. .400 7. STANDARD RETURN BEHIND ALL DOORS TO BE 6"UNLESS NOTED OTHERWISE. QTY ITEM DESCRIPTION FINISH MANUF 8. DO NOT PAINT OVER FIRE RATING LABEL ON FRAMES AND DOORS. COVER LABEL DURING APPLICATION OF 1 EA CONTINUOUS HINGE 112HD 628 IVE FINISHES. 1 EA DEADLOCK MS1850S 1-1/2"BS 628 ADA 2 EA MORTISE CYLINDER 20-013 626 SCH 1 EA TRIM STRIKE 4000 628 ADA 1 EA SIGN 774 OSSC COMPLIANT-SEE NOTE BELOW TRI N O T E 1 EA PULL/PUSHBAR 9190-2-NO 630 IVE 1 EA SURFACE CLOSER SC71 SS/HO FAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES 1 EA DRIP CAP 16A OMIT IF PROTECTED FROM WEATHER CL CL NGP 1 EA DOOR SWEEP C627A CL NGP BETWEEN THE DOOR SCHEDULE AND DOOR HARDWARE SCHEDULE ANDERSON 1 EA THRESHOLD 896S MS/LA AL NGP DURING PRICING AND PRIOR TO START OF CONSTRUCTION. 1 EA I WEATHER STRIPPING I BY DOORFRAME MANUFACTURERD A B R O W S K NOTE: SIGNAGE TO STATE:'THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". ARCH I T E C T S HW-3 500 L L C QTY ITEM DESCRIPTION FINISH MANUF 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE LD98NL 626 VON 1 EA LOCK GUARD LG10 630 IVE 1 EA SURFACE CLOSER SC71 SS 689 FAL 1 EA KICK PLATE 8400 10"X 2"LDW 630 IVE ■ 1 SET SEALS 50506 HEAD&JAMBS BRN NGP 1 EA DRIP CAP 16A OMIT IF PROTECTED FROM WEATHER CL NGP 1 EA DOOR SWEEP C627A CL NGP 1 EA THRESHOLD 1896S MS/LA I AL NGP Portland Office: HW-4 1430 SE 3rd Ave, Ste 200 501 Portland, OR 97214 QTY ITEM DESCRIPTION FINISH MANUF T: (503)239-7377 3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE F: (503)239-7327 1 EA STOREROOM LOCK AL80PD NEP 626 SCH 1 EA SURFACE CLOSER SC71RA 689 FAL 1 EA KICK PLATE 8400 10"X 2"LDW 630 IVE 1 EA WALL STOP WS407CVX 630 IVE 3 EA SILENCER SR64 GRY IVE www.ADarchitects.com DOOR TYPES DOOR HEAD/JAMB DETAIL ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OFANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS.AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION N O T E: NOTES: OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS INSTALL PANIC GYP.BD. GROUT FOR METAL DOOR FRAMES: MILL PROHIBITED BY LAW. HARDWARE MIXED VERMICULITE FIREPROOFING WHERE PLASTER,U.S.GYPSUM"STRUCTO-LITE" RED ROCK CENTER SPECIFIED IN OR EQUAL. GROUT ALL DOOR FRAMES. SW 72ND AVE AT SW DARTMOUTH ST HARDWARE cs- —— SCHEDULE TIGARD,OR WOOD STUDS O © © HOLLOW METAL FRAME CONSTRUCTION DOCUMENTS Revisions: STANDARD STANDARD STANDARD DOOR STOREFRONT STOREFRONT DOOR DOUBLE DOOR SINGLE DOOR _41L 1 . FRAME DETAIL Date: 01.25.11 SCALE: 3"=V-0" Scale: AS NOTED Project No.: AD 05183 FINISHSCHEDULE File Name: 05183A7.0 Drawn By: MJW/KVR WALL Checked By: JMA FLOOR BASE NORTH EAST SOUTH WEST CEILING Jurisdiction Approval: RM.NO. ROOM NAME MAT MAT MAT FIN MAT FIN MAT FIN MAT FIN MAT FIN HGT COMMENTS FIN. GYP. GYP. GYP. GYP. GYP. WALL SEPARATIONS TO RECIEVE FIRE TAPE,CAULK AND GYP 500 SPRINKLER RISER CONC. VB BD. P-1 BD. P-1 BD. P-1 BD. P-1 BD P-1 12'-0" GYP. GYP. GYP. BOARD. PAINTING NOT INCLUDED IN THIS SCOPE OF WORK. FIN. 501 ELECTRICAL CONC. VB BD. P-1 BD. P-1 BD.GYP. P-1 BD. P-1 BD.GYP. P-1 12-0 FINISHES NOTE: 1. WALL AND CEILING FINISHES TO MEET CLASS C FLAME SPREAD AND SMOKE-DEVELOPED INDEX(FLAME SPREAD 76-200;SMOKE-DEVELOPED 0-450). 2. FLOOR FINISHES TO MEET CLASS"I"CRITICAL RADIANT FLUX RATING PER NFPA 101,CHAPTER 10. 3. FLOOR FINISHES TO MEET DOC FF-1 "PILL TEST". FINISHES WALL FINISHES FLOOR FINISHES P-1 VB(Vinyl Wall Base) Manuf: Miller Paint Manut. Flexco Color. OBM2536 Style: 6"Wallflowers Material: 1450 Color. #WF-014 Medium Gray Finish: Acro Pure Satin Locations: General Wall/Ceiling Color Sheet Title: SCHEDULES Sheet No.: A7.0 7.O W H z W U U 0 Q At w � 241 J M. DE ON PORTLAND,OREWN �y 85.31.06 - OF GENERAL NEW REFLECTED CEILING PLAN NOTES 1. THE REFLECTED CEILING PLAN IS FOR GRID AND LIGHT FIXTURE PLACEMENT/ORIENTATION PURPOSES ONLY. 4. DESIGN BUILD SPRINKLER: SPRINKLER BIDDER DESIGN SUBCONTRACTORS TO REVIEW 2. LIGHT FIXTURE LENSES TO MATCH THROUGHOUT SCOPE OF WORK, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE UNLESS NOTED OTHERWISE. SITE IN PREPARATION OF SPRINKLER SYSTEM,DRAWINGS, SUBMITTALS AND CONSTRUCTION BIDS AND PERMITS.PROVIDE 100% 3. DESIGN BUILD MECHANICAL: SPRINKLER COVERAGE. HVAC BIDDER DESIGN SUBCONTRACTORS TO REVIEW CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND VISIT THE SPRINKLER HEAD LOCATIONS AND INFORMATION SHOWN IS FOR SITE IN PREPARATION OF HVAC SYSTEM DUCTWORK,ZONING, SCHEMATIC PURPOSES ONLY. DESIGN-BUILD DRAWINGS TAKE SUPPLY&RETURN AIR PLACEMENTS,DRAWINGS,SUBMITTALS AND PRECEDENCE OVER ARCHITECTURAL. CONSTRUCTION BIDS AND PERMITS. SEISMIC BRACING REQUIRED FOR NEW SPRINKLER LINES LARGER MECHANICAL CONTRACTOR TO PROVIDE HVAC MODIFICATIONS AS THAN 1 1/8"IN DIAMETER. DESIGN BUILD DRAWINGS TO INCLUDE REQUIRED TO ACCOMMODATE THE SCOPE OF WORK RELATED TO PIPE SCHEDULE WITH HYDRAULIC CALCULATIONS. ANDERSON THE NEW FLOOR/CEILING PLAN. 5. GENERAL CONTRACTOR IS TO PROVIDE AS-BUILT CLOSE-OUT DABROWSKI MECHANICAL INFORMATION SHOWN IS FOR SCHEMATIC PURPOSES DOCUMENTATION TO FACILITY PER THEIR REQUIREMENTS. ONLY. DESIGN-BUILD DRAWINGS TAKE PRECEDENCE OVER ARCHITECTS ARCHITECTURAL. LLC SPECIFIC NEW REFLECTED CEILING PLAN NOTES 01 PROVIDE AND INSTALL NEW SPRINKLER SYSTEM AND AS NECESSARY TO COMPLETE DESIGN. DESIGN TO MEET ALL APPLICABLE CODES. SEE DESIGN BUILD DRAWINGS FOR MORE ID INFORMATION. LAYOUT PRIORITY IS AS FOLLOWS: LIGHTING, SPRINKLER,MECHANICAL. NOTE NOT SHOWN. Portland Office: 02 PROVIDE AND INSTALL TYPICAL FLUORESCENT LIGHTS AS 1430 SE 3rd Ave,Ste 200 SHOWN.WIRE TO SWITCHING AS SHOWN. SEE ELECTRICAL Portland,OR 97214 DRAWINGS. T:(503)239-7377 F:(503)239-7327 03 PROVIDE AND INSTALL NEW EXTERIOR HORIZONTAL WALL 8 SCONCES AS SHOWN. WIRE TO SWITCHES SHOWN. 04 PROVIDE AND INSTALL VERTICAL SCONCES AS SHOWN. WIRE TO SWITCHES SHOWN. 05 PROVIDE AND INSTALL CEDAR PLANK WHERE INDICATED. SEE SPECIFICATIONS FOR MORE INFORMATION. www.ADarchitects.com PROVIDE AND INSTALL ROUGH SAWN CEDAR PLYWOOD WHERE 06 INDICATED. SEE SPECIFICATIONS FOR MORE INFORMATION. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY ANDARE THE PROPERTY OFANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR 4 03 04 l -- — �� 04 _ 03 04 03 04 os I 04 — ————— — I———— I I _ I CONSTRUCTION DOCUMENTS _ J< Revisions: Z 2 Date: 01.25.11 02 ( \ Scale: AS NOTED / — TYP Project No.: AD 05183 File Name: 05183 A9.0 r Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: 1 STR CT. STRUCT. STRUCT. STRUCT. I I 1 I i i I I i L 02 ;.t. TYP I 8. zri II{SI03 04 03 04 ( --- ---- - _- — _ — I 04 03 I 04 \ 06 LI 04 04 04 03 I 03 04 04 I I 03 I Sheet Title: REFELCTED CEILING PLAN 1 . REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" Sheet No.: A9.0 0 0�T4� Panel H BxM125 -208 ELECTRICAL SYMBOL LEGEND z Location Electrical Room u9 AmpsAmps 225 Service P Amps Watts Watts Watts I I Service PAmpE Watts Watts Watts u..� ® D FLUORESCENT LUMINAIRE:SURFACE,RECESSED 1 South Ext Bid Lt 1 20 1675 2 Parkin Lot Lt WALL RECEPTACLE:SINGLE,DUPLEX 2 20 645 � V 3 North Ext BldgLt 1 20 999 4 2 645 FLUORESCENT LUMINAIRE:WALL MOUNTED WALL RECEPTACLE:GFCI,4-PLEX 5 R - Ext Soffit South 3 20 180 6 S.Parkin Lt Tem 2 20 645 FLUORESCENT LUMINAIRE:BARE LAMP 7 R - Ext-Soffit South 3 180 8 2 645 DUPLEX GFCI RECEPTACLE FLUSH IN CEILING 9 R - Ext.Soffit South 3 180 10 Parking Lot Sign 1 20 800 O ® CEILING LUMINAIRE:SURFACE,RECESSED OJ JUNCTION BOX 11 R/L- Elec/Riser Rm 1 20 1030 12 Parking Lot Sign 1 20 800 SURFACE LUMINAIREF 13 R -TIB 1 20 360 14 Spare 1 20 ❑� DISCONNECT SWITCH:FUSED,NON-FUSED V 15 R - Rooftop Mech. 1 20 720 16 Spare 1 20FO WALL LUMINAIRE:SURFACE ® N' MOTOR STARTER:MAGNETIC,COMBINATION 17 R - Rooftop Xmas Lts 3 20 180 1 18 Spare 1 201 WALL WASHER:RECESSED $M MOTOR RATED SWITCH WITH OVERLOAD PROTECTION 19 3 180 1 20 Spore 1 20 �j 21 3 180 22 S re 1 20 ® ® DESIGNATES LIGHT ON EMERGENCY CIRCUIT Y MOTOR CONNECTION 23 R - Rooftop Xmas Lts 2 20 180 24 Spare 1 20 ® DESIGNATES CENTER CELL ON EMERGENCY CIRCUIT. © ® CONTACTOR,RELAY,SOLENOID 25 2 180 26 Spare 1 20 _ 27 R - Roofto Xmas Lts 1 20 180 28 Spare 1 20 —� ELECTRICAL EQUIPMENT CONDUIT ELL:UP,ON. 29 R - Ext South 1 20 545 30 S ce1 ® ® EXIT LIGHT:CEILING,WALL(ARROWS AS SHOWN) ® �\ (loll 31 R - Ext North 1 20 540 32 Space 1 $� $2 WALL SWITCH:1 POLE,2 POLE G 33 Space 1 34 Space 1 PANELBOARD 35 Space 1 36 Space 1 © PHOTOELECTRIC CELL 37 Space 1 381 Space 1 39 S ace 1 40 S ce 1 0 ELECTRICAL NOTE DESIGNATOR 41 S ace 1 42 S ce 1 (4)-3/OCU&(1)-#6CU GND IN 2-11TC. Phase A 4,405 Wafts 37 Amp L= Lighting Circuit (4)-3/OCU&(1)4f8CU GND Phase B 3,704 Wafts 31 Amp R = Receptacle Circuit IN 2-1/2'C. Phase C 3,555 Watts 30 Amp II II II Il � p PROF, TENANT TENANT TENANT TENANT HOUSE \�� �NGINEf p sio Total 11,664 Watts 32 Amp PANEL PANEL PANEL PANEL PANEL TA TB TC TD H 31 7 9 2OOA 200A 200A 200A 200A OREGON 0 200A 200A M (4)-3/OCU&(1)#6CU GND v�yh RANK R�� 400A 400A 20OA-3P IN 2-1/2'C. LUMINAIRE SCHEDULE KEYED NOTES THIS SHEET 3P 3P O EXPIRES 12/31/12 (4)-3/OCU& 1-#6CU GND TYPE A: LITHONIA TC-2-32-MVOLT. QI ROUTE VIA EXTERIOR LIGHTING CONTROL PANEL. 20OA-3P IN 2-11TC. M M TYPE AE: LITHONIA C-2-32-MVOLT. 02 PROVIDE 4'x8'x3/4'FIRE RATED PLYWOOD TELEPHONE TERMINAL BOARD.PROVIDE#6CU GROUND TO BUILDING O GROUNDING SYSTEM. 400A 400A (4)-3/OCU&(1)ACU GND TYPE B: LITHONIA AFV-42TRT-6AR-MVOLT. 03 RATED RATED 200A-3P IN 2-112'C. PROVIDE 120V CONNECTION TO IRRIGATION CONTROL PANEL.COORDINATE WITH LANDSCAPE CONTRACTOR TYPE BE: LITHONIA AFV-42TRT-6ART-MVOLT-EI­ 1515 SE WA1M AVE SUITE ® PROVIDE 24 RELAY EXTERIOR LIGHTING CONTROL PANEL WITH NORMAL AND EMERGENCY SECTIONS AND KRTLMo OR G TYPE C: HYDREL 4758-1/54T5HO-MVOLT-WWD-KM-WMP-EA24-FSS-PLPKK-XX,FINISH AS SELECTED BYARCHITECT. PHOTOCELL INPUT,LC&D GR2432ENC.PROVIDE RELAY QUANTITY TO ACCOMMODATE ALL CIRCUITS INDICATED TO BE GND BUS 97214 SYSIHA DE91f�'1 COt�TAN13 MC ROUTED VIA CONTROL PANEL. 1fi00A,208Y/1 20V,3PH,4W #310 CU - #I4 CU2248-022 STF FAX 503-248-0240 -22N45 0240 TYPE Cl: HYDREL 4754-2/54T5HO-MVOLT-WWD-KM-WMP-EA36-FSS-PLPKK-XX,FINISH AS SELECTED BY ARCHITECT. Q MOUNT AT 118'ABOVE INTERIOR FINISHED FLOOR. 35,402 AIC #6 CU— TYPE D: VISA OW5202-1FS%XX,FINISH AS SELECTED BY ARCHITECT. PROVIDE GROUNDING SYSTEM PER NEC 250.PROVIDE#3/0 CU BOND © ROUTE(1)2-1/2'FEEDER AND(1)-2-1/2'SPARE CONDUIT WITH PULLSTRING FROM MDP TO TENANT PANEL LOCATION. ROUTE(7)3'CONDUITS TO 5 BEYOND BUILDING = TO BUILDING STEEL AND BOND TO COLD WATER PIPING WITHIN 5 OF ANDERSON TYPE DE: VISA OW5202-1FS54-XX-IEM,FINISH AS SELECTED BY ARCHITECT. VERIFY EXACT PANEL LOCATION WITH TENANT REPRESENTATIVE PRIOR TO INITIATION OF WORK. PERIMETER FOR EXTENSION TO TRANSFORMER BUILDING ENTRY.PROVIDE#6 CU BOND TO GROUND RODS AND 20' PAD IN SEPARATE CONTRACT.COORDINATE CONCRETE ENCASED#4 CU GROUND ELECRODE.PROVIDE BOND D A B R O W S K TYPE SB: WE-EF QR0259-616-1732/616.9319. Q ROUTE(2)2-CONDUITS WITH PULLSTRING FROM EACH TENANT SPACE TO TTB FOR FUTURE COMMUNICATIONS REQUIREMENTS WITH PGE. BETWEEN GROUND BUS AND NEUTRAL BUS. CABLE BY OTHERS. ARCHITECTS ® ROUTE(1)-4-CONDUIT AND(l)-2-CONDUIT FROM TT13 TO 5-BEYOND 13UILDING PERIMETER FOR TELEPHONE AND 1 . POWER DISTRIBUTION ONE-LINE DIAGRAM CABLE SERVICES. L L C 09 MOUNT ON THE INTERIOR PARAPET WALL ON ROOFTOP FOR TENANT CHRISTMAS LIGHTING. NO SCALE 208Y/12OV,3PH,4W,1600A 10 MOUNT ON ROOFTOP FOR MAINTENANCE AT MECHANICAL AREAS. II PROVIDE 200A,208Y/12OV,3PH,4W,42 CIRCUIT PANELBOARD.PROVIDE(42)-20A-1P CIRCUIT BREAKERS.COORDINATE EXACT LOCATION WITH TENANT REPRESENTATIVE. 12 ROUTE TO 20AII P CIRCUIT BREAKER IN TENANT PANEL. 1 = 2 3 4 5 6 7 Portland ice: 1430 SE 3rd Ave,Ste 200 Portland,OR 97214 T: 503 239-7377 F: 503 239-7327 D A www.ADarchitects.com O5 vuP ( vuP vw _ ,r \ O ,rte-L \ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND WP 9 i—_ Q H-3 Wr i PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND DERSON DABROWSKI ARCHITECTS,LLCTHE RANY USE.ROPERTY OF EUSE.OR DISCLOSURE OF -TT H-17,19,21 - } SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR A .I A I J I,/ ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS i PROHIBITED BY LAW. i -— — — ; Red Rock Center — \ SW 72ND Ave at SW Dartmouth St -- A A A I: i � A A ���" � � � � � Tigard,OR I, I III I WIP A � A CONSTRUCTION DOCUMENTS --- TENA A I i TENANT TENANT C TENANT Revisions: 100 ill 200I 300 I Ii 400 A A A A MAIN DISTRIBUTION --- PANEL --- �il A �11A Date: 10.06.11 --- PANEL TD II Scale: AS NOTED Q PANEL TA V Project No.: AD 05183/ADA1001 II I © PANEL TB 0 6 A V O 0 H-15 H-11 TD-1 File Name: ADA1001A21 PANELTC E TRICAL A A A A IO I I Op 4 ® 500 0 A Drawn By: SGW - iNKLER TA-1 T&1 3 - Q/� H-27 Checked By: JFR 1`1 A ® A H13 50 R t 'H-29 H-1 WP %`I 1 A I Uyp Q9 Jurisdiction Approval: TC-1 --- I C J H 23,25 J I I C — D l pE O I `\\`0 TELEPHONE DE J! D j -- TERMINAL BOARD Al I 5 B/0\ C � C E B} ! I I 6 D D D D I I SB 1 I 1 H-2,4,6,8,10,12 Bfill, l 'Si I i ! ® �0 EXTEND CONDUIT AND WIRING FOR �#10,1-C. PARKING LOT LIGHTING FROM EXISTING T JUNCTION BOX. gr ��+���1� CE REFE Ony 1 . ELECTRICAL FLOOR PLAN SCALE: 1/8'=T-T Sheet Title: ELECTRICAL FLOOR PLAN PADA' Sheet NO.: E2.1 i4 GENERAL STRUCTURAL NOTES GENERAL WOOD FRAMING PREFABRICATED ROOF JOISTS DRAWING NOTES W 1. These notes set minimum standards for construction. The drawings govern over the 1. All laminated beams to be 24F-V4 DF/DF(at simple span beams)and 24F-VS 1. All roof members shall be manufactured by RedBUILT (formerly the commercial 1. q� INDICATES FOOTING MARK DESIGN / CONSTRUCTION General Notes to extent shown. DF/DF(at cantilever beams)per RITC specification. Appearance grade to be division or Trus Joist). 2. Contractor shall verify all dimensions and conditions on drawings and in the field. industrial. 2. All Joists shall conform to all provisions of the 2010 Oregon Structural Specialty r Coordinate locations of openings thou h floors,roof and walls with architectural, 2. All glue laminated members shall be notched,shaped and finished as per plans Code. 2. O INDICATES COLUMN MARK The structural design and documentation are based on the 2010 Oregon Structural9 9 p p Specialty Code(O55C). The structural documents are to be used in conjunction with mechanical and electrical plans. Notify design agency of any discrepancies. and specifications and shall be fabricated with waterproof glues. 3. Joist shall not exceed a live load deflection or L/360 or the working stresses as p y J B. Mechanical equipment,mechanical and rinkler piping larger than 2'diameter or 3. Erection of members shall conform to AITC s ectfications. shown in the 2010 OS5C standards forappropriate materials for the loads 3. O INDICATES HOEDOWN MARK f T 1 the architectural drawings,mecktanical drawings,and the protect specifications. Thep p p 9 g ph+•� contractor is responsible for coordination of all documentation and is to bring other items producing a hanger load over 50"shall be hung by a system 4. All lumber species and grades to be as follows: Indicated on the drawings. p g 4. ® INDICATES SHEAR WALL MARK document discrepancies to the attention of the architect/engineer for clarification/ approved by the design agency. Any hanger producing a load over 200"shall a. Joists,beams and stringers--- ---- -- -- -- - -..._Douglas Fir-Larch No.2 rr>F-L 4J 4. Joist manufacturer shall furnish complete engineering shop drawings with direction. have additional Framing installed to transfer these loads to the main structural b. Beams 4 stringers 6x 4 greater.-- - - - __-- _Douglas Fir-Larch No.I rr>F-L-D substantiating calculations sealed by an Oregon registered professional. 5. C.J. CONTROL JOINT. SEE PLANS,DETAILS,AND ARCHITECTURAL U beams or walls unless otherwise approved. c. 4x posts_- _ - - Douglas Fir-Larch No.2(1>F-L-2) 5. a. RED-I series: DRAWINGS FOR ADDITIONAL INFORMATION. The stability of the structure is dependent on the completed condition. The 4. Shop drawings shall be required on reinforcing steel,structural steel,bidder and d. Posts 4 timbers bx 4 greater... .. ... . _ Douglaa Fir-Larch No.t (oF-L n) Manufacturer shall furnish all hangers,end and intermediate stiffeners, contractor is reponsible For temporary bracing during construction. designed window glazing systems and shall be reviewed prior to fabrication. e. 2x4 studs -_ - -- _- _--_ __Douglas Fir-Larch No.2(cF-L-2) blocking and/or shear panels,and metal bridging assemblies as required 6. INDICATES 2x6 616' o/c(UNLESS NOTED OTHERWISE)STUD WALL. f. Studs 2x64 greater Douglas Fir-Larch No.2(DF-L-2) to provide a complete floor or roof structural system. _ DESIGN LOADSg. Top and Bottom Plates_ __ _ _ _Douglas Fir-Larch/Any Grade b. Parallel strand lumber (PSL),Laminated veneer lumber (LVL),and Laminated Strand CONCRETE - GAST IN PI-AGE U h. Sills,ledgers,plates,etc.embedded in or Lumber (LSU to be manufactured from Western Species Lumber per manufacturer's ��' NOTES In addition to the structural dead loads,the following live loads and design criteria I. Average concrete strength as determined b job cast lab cured cylinders at 28 in contact with concrete_-_ __ .- .._......_...Press treated DF-L '2 specifications with the following stress ratings: were used: g g y J y I. Bucks,blocking ,bridging 4 miec__- ---_ - _DF-L 03 or Hem Fir 03 i. Parallam(PSL) Fb = 2900 pat O days (plus increase depending upon the plant's standard deviation as specified 5. Block solid between Joist and rafters at bearing lines. Crossbred a joists 2x12 F„ = 290 psi Roof:_.. 25 par +snow drift /mechanical in ACI 318)shall be 3,000 psi for all uses. J g g p Q 4' SLAB ON GRADE. PROVIDE "3 Cor 04)632' o/c EACH WAY(1114'CLEAR TOP). Floors:_. ................. .. . . _ 100 psi 2. Minimum Mix Requirements: p and Fracleming anchors, r rs 8'-0'maximum o center. E = 2000000 psi c1 6. Framing anchors,Joist hanger,post caps,etc.to be 'Simpson' or approved equal. a. Maximum water-to-cement ratio: 050 for non-air entrained concrete,0.46 for 2 2x8 STUDS(DF-L 02 or LSL STUDS)616' o/c. SEE ELEVATIONS 52.1 d S22 FOR Retainin Walls 1. All bolt Dads and Huta bearing on wood to be provided with an oversized tt. Mtcrollam (LVL) Fb = 2600 psi 9 air-entrained concrete,0.42 for interior slabs. 0 ADDTIONAL INFORMAION. Restrained Retaining Wall_W _ 55 pcf(equivalent fluid pressure) b. Slum 4 Inches. Deviation from deat n slum +I1'to -1'. When concrete Is to washer. E = 1,85 psi 1 Non-Restrained Retainin Wall 35 cF(equivalent fluid pressure) p g p 8. All nailing to be per table 2304.9.1 of the OSS(. Nails called for on the drawings E = 1800p00 psi 9 p q p be pumped,add plasticizers and provide a new mix design to increase slump are to be common. WOCV SCREW ALTERNATES 3❑ 2x8 STUDS(DF-L "2 or LSL STUDS)612'o/c. SEE ELEVATIONS 52.1 4 522 FOR Soil Bearing Pressure*. .......- ._ ___ _- 2,000 per(Total Load) to a um able mix Do not add water. I ADDTIONAL INFORMAION. p p 8d 0.131'4 x 212' '6 x 212' o.13av Iii. Timber Strand (LSU Fb= 2250 p5I rT , c. Air Entrainment: Per AGI at all exterior slabs. 10d 0.148'4 x 3' '8 x 3' 0.164'. F„ 285 psi P4 Geocon Northwest report/recommendation dated February 16,2001. d. Admix: Water reducingadmix(Pozzolith ore equal)For all slabs. I q 16d 0.162'4 x 312' '8 x 312' 0.164•e E = 1,100,000 psi e. Aggregate to be crushed rock 9. Cuttin and notching of joists not allowed. I' diameter hole may be drilled In the 6. Manufacturer shall coordinate location,size and weight or mechanical equipment Wind..... 95 mph l3 sec gust) F. Sand Equivalent to be void or organic materials. g g j y g Exposure B q g center 1/3 of the member depth All other holes to be approved. with mechanical engineer and contractor. Verify location and size of duct i� 3. Place and cure all concrete per AGI codes and standards. 10. Studs may be notched In the lower 1/5 of the height of stud for electric and openings. Provide additional outs as necessary. Iw = 1.0 4. Provide control joints to all slabs on grade at 20'-0'o/c each way maximum unless y gJ otherwise shown on plans. Provide control Joints in all exterior walks and slabs plumbing pipes,but no part of notch to to be deeper than 25q of width of stud. 1. All bridging,bearing hardware,blocking,hangers,etc.that connect to the Joists Seismic__ .. _ - _ Occupancy Cata or II Holes of diameters up to 1/3 of width of stud may be drilled In studs but not to shall be per Red Built standard details. I� y 9 y per architectural requirements- center i/3 of their height. 6. Erector shall exercise extreme care during erection of outs to prevent them Site Glass - D 5. Sleeves,pipes or conduits of aluminum shall not be embedded in structural g g J Seisimic Desi n Cata or - D p p Il. Sheathing to be APA rated with exterior glue,nominal size as noted on the from buckling laterally. Provide lateral bracing as necessary. 9 9 y concrete unless effectively coated. drawings. Install roof and Floor sheathingwith face rain perpendicular to Q PROF Sr = 0.951 Si = 0340 supports and stagger end joints. Install wall sheathing either or STRUCTURAL AND MISCELLANEOUS STEEL spa= 0.110 Sol =0390 REINFORCING pp 99 j g '\� , EEFSJj vertical and block all edges of sheathing with 2x4 or thicker blocking. 1. Detailing,fabrication and erection shall conform to the Steel Construction Manual ��5 12 ta7 R SPECIAL INSPECTIONS 1. All reinforcing steel for concrete to be grade 60(grade 40 for ties)and shall or AISC. conform to OSSC standards and ASTM 4615. 2. All structural steel columns /beams to be rade 50,all other steel to be A36. 1. Special inspections are to be performed by a qualified independent special 2. All welded reinforcing steel shall conform to ASTM A106. g n inspector and shall conform to Section 109 and Chapter 11 of the 2010 Oregon 3. Fabricate and install reinforcing steel according to the 'Manual or Standard 3. All welds to be made by Certified Welders to AWS Standards with E10XX OREGO Structural Specialty Code(055C). Practice for Detailing Reinforced Concrete Structures' ACI Standard 315. electrodes. 2. Inspections are to be continuous or periodic as defined b IBC Chapter 11: 4. Bolts to be A301 unless noted otherwise. v ✓O<v 15 ,90 c2 p p y p 4. Provide 2'-0' x 2'-0' corner bare to match horizontal reinforcing in walls and o1y Steel (OSSG table 11043) 5. All structural tubing to be ASTM A500 Grade B fy = 46 ksi. N NaRa�' footings at all corners and Intersections. 6. All pipe to be ASTM A53,Type E or 5,Grade B. f' a. During the welding of all members or connections except as noted in ISG 5. Lap all bars in intersecting footings 2'-0'or 30 diameters,whichever is greater. p p yp Table 11043. 6. Splices in wall reinforcing shall be lapped 40 diameters. 1. Do not oversize drilled or punched holes with burning torch. COLUMN SCHEDULE Concrete (056C table 1104.4) 1. Provide two 04 continuous bars at top and bottom of all walls unless noted EXPI RES:12/3111z a. Periodic inspection of reinforcing steel. otherwise on plan. MARK COLUMN BASE PLATE /A.BOLTS b. Periodic inspection during the placing or reinforcing steel. 8. All welded wire fabric shall conform to ASTM specification A-185. c. Periodic verification of the use of the required design mix. a. All wire fabric shall be supplied and laid in Flat sheets and shall be chaired Si HSS 5 x 5 x 025 f2 5ja x II x 0'-II' W/(4)5/a'4 M.BOLTS,UN O. Special Cases to proper position to slabs. a. During grouting of adhesive anchors and reinforcing bars,Simpson 'SET-XP' 9. Reinforcing shall not be bent or displaced for the convenience of other trades SHEAR WALL SCHEDULE (ESR-2508),Powers 'PEI000+'(ESR-2583),or HIM HIT-HY-150'(ESR-2262). unless approved by the structural engineer. 2,3,a,s,6 S2 HSS 8 x 5 x 025 P 5je x 5112 x 1'-2' W/(2)5/s'4 M.BOLTS The special inspection shall comply with section 1104 of the code. 10. Minimum cover from concrete surfaces to reinforcing steel shall meet AGI MARK SHEATHING NAILING FDN ANCHORS 3. The special inspection requirements are equally applicable to prefabricated as requirements. O DF-L 01 6x6 well as bidder designed construction. Il. Electrical conduit shall be placed near center or slab. ® lis•APA RATED SHEATHING ad 64'o/c EDGES %'4 x 10' A.BOLTS 4. Any items Failing to meet the project specifications shall be immediately brought Sd 912' o/c FIELD 6481 o/c to the attention of the architect and structural engineer. O DF-L 02 4x6 sha 5. The special inspector ll provide a copy of their report to the owner, PRE-MANUFACTURED WOOD APA RATED SHEATHING TRUSSES � t,. Sol 63' o/c EDGES 518'4 x 10' A.BOLTS S 2 architect,structural engineer,contractor,and building official as each teat is T 8d 612' o/c FIELD 624'o/c O completed. I. Trusses shall comply with I.B.G.standards and all provisions of the design 3 DF-L 02 4x8 specifications for light metal plate connected wood trusses of the Truss Plate L 12' (nominal)sheathing to be either APA rated or 15A2'APA rated sheathing. Institute TPI-24 except as otherwise noted. 2. Block all edges of sheathing panels w/2x4(min)flat blocking. ANDERSON STRUCTURAL OBSERVATIONS 2. Members shall not exceed a live load deflection of 1-/360 or working stresses 3. Install anchor bolt within 1'-0' of each end of shear panel per IBC. I. Structural observations b Par the appropriate material for the loads indicated on the drawings. 4. Shear panel Framing is to 16'o/c,unless otherwise noted. D A B R O W S K y the en gtneer of record or his re presentative shall be 3. Prior to fabrication,truss manufacturer shall furnish complete engineering shop 5. All nails to be common. required at the following approximate times during construction: drawings and calculations with Oregon registered professional engineer's seal. 6. Anchor bolts shall have a 114 x 3 x 0'-3' i£ washer between the sill fE and the nut. FOOTINCx SCHEDULE ARCHITECT S a. During Foundation construction,after reinforcement is in place,prior to Shop drawings shall show clearly erection plan,loadings(typical and special), 1. Provide 4x (3x minimum)studs at adjoining panels. concrete pour. truss types,and bracing requirements (for erection and for truss compressive MARK SIZE REINFORCING REMARKS b. Final observation after primary structural work complete,prior to cover by members). L L C finish materalls. 4. Connect all trusses to supporting members with(l)Simpson 'H25A' connection and O , 23 2. The contractor shall notifythe engineer of record four (4)calendar clays in A I'-6' x 10' CONT (2) 4 CONT 9 y C3)10d toe nails,unless otherwise shown. S3.1 advance or completion point requiring site observation. 5. Truss erector shall exercise extreme care during erection of roof trusses to HOLOOWN SCHEDULE prevent the trusses from buckling laterally. Use spreader bars for lifting trusses /-\ 2'- 'x l0' CONT C4)•4 CONT 24 25 and provide lateral bracing as necessary. MARK TYPE COLUMN ATTACHMENT ANCHOR REMARKS 93 $3. $3.1 6. The truss manufacturer shall provide/design all hangers required to support O DOUBLE STUD C10)SIMPSON SIMPSON 22 O 20 trusses from beams,headers,girder trusses,etc. Web bracing,hangers,etc.shall I SIMPSON 'HDU4-SDS2.5' (MINIMUM) (10)SIMPSON SCREWS SIMPSON 53.1 G 5'-6'x 5'-6'x 12' (8)"5 EACH WAY 2O be provided /designed by the truss manufacturer to provide a complete roof system. O SIMPSON 'HDUS-SDS25' DOUBLE STUD (20)SIMP50N SIMPSON 22 O 20 D 2 (MINIMUM) 'SS11ax2112'SCREWS $3.1'SSTS28' D 4'-0'x 4'-0' x 10' C5)"5 EACH WAY S3.1 Portland Office: 1430 SE 3rd Ave,Ste 200 Portland,OR 97214 Tel: (503)239-7377 Fax:(503)239-7327 194'_5• 29'-10' I4'-2' ib'-d' .4' 33'-3' 3'-5', Il'-Il' 21'-0' 1'-I' 21 www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 2 I i I I AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC,ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND,OR 1 I 1 2 A 4 522 2 1 1 3 3 I I ARRANGEMENTS DABO (THE WRITTEN PERMISSION 522 OFANDERSCN OTYP OTYP- O O O Y PROHIBITED BY LAW.ARCHITECTS, ___ ______ ___________ _-----____ ---------- 09 -_ -- - - - - - L-- -------1 ------------ 1 - _______ 1 r --_------1 , 1 1 p------------ ------------- m I ' 1 2 I r--- B 2 RED ROCK CENTER --- I I O O O 2 III I 2 \ SW 72ND AVE AT SW DARTMOUTH ST ------------- = 13I I -------- I 1 �. 1 O L_ --- - r____------1 \ /�__�`\ 2 TIGARD,OR 97223 B I 2 1 2 1 1 1 11 1 1 3 \ I I L---, I B I I B 1 I I I 523 CONSTRUCTION DOCUMENTS C.J. C.J. / Revisions: I 11 April 2011 B 2 PLAN CHECK RESPONSE r23 I r TYP 53.1 i - I Date: 25 January 2011 3 21 1 O O O 51 -i1 I 21 O 51 J I 21 O 31 3 1 I n O I I r Scale: /4' = P-0' S2 S3. rJ L i D SI r_ r I 53.1 �'- -.� r C.J. I I 1 C.J. ( I I C.J. I I I I v Project No.: 10-150 B -1 L J 2 I I 18 I 1 3 2 I I 4 I I 2 5 s L 20 L_ FileNas general notes,schedules S23 1 1 23 - - S3. OO , 1 23 - 2 OO 1 I 23 1 7TP S2 C I I TTP S3 S2 C I j 9 1 � Drawn By: JHW Checked By: JENU U U L) U U B 5 1 24 I I 1 r �/ 1 1 53.1 I 1 82.1 Jurisdiction Approval: I v I I N I I I I I I I r Oj I I I I I I I I 3 I I I I <� I m J B I O O-------O---- -------- \ p4 I I I I r-- O--------OJ ----- ---- -- O Oi I -------- I 1 I l 3 1 11 1I-- - 2 ,\ I I I 1 3 3 1 1 9 1 1 3 \ l S3. 1 1 1 2 O O O O O O (DC, I 12 2 I I 1 2 1 l i t + 9 1 1-1 ----- I 3 ----- ----- L ----------- ------------- ------------------------ ----J' ------------ J m j 1- ----- i j \\ \- 1 LJ LJ LJ j LJ I - -- -J I I I I L-- 11 �n ------- --- ff ---- J u 10___ -10 52.1 9 2 23 TYP I 52.1 23 TTP Il 2 ' 23 _ __ 1 � T LT--=------ L_______z_ 21'-10' P-1 ' 4'13'-6 . Il'-6' .3'-10'. 14'-1' 14'-1' 3'-10'. Il'-6' 3'-10' 3'-5' 12'-1 ' 20'-3J' 18'-0' 11'-10. 6• v a Sheet Title: GENERAL NOTES,SCHEDULES a KEY NOTES,DRAWING INDEX,& F0UND,4TI0N PLAN FOUNDATION PLAN �J'Li 11g.=1_0' N Q Sheet No.: ^ KEY NOTES V APA RATED(4a/20)644EATWINd. ATTACH SHEATHING W1 10d Oro'EDGES,IOCI 612-FIELD. UNLESS NOTED OTHERWISE, ALL La — �E�S HEADERS IN BEARING WALLS TO BE, IZC�TSPAN HEADE SPAN 4 ro-0. 4xI0 ------- - &'-O' < Of-AN 4C8'-0' 4xI2 WHERE BEAM ALIGNS WITH SUPPORT WALL,PROVIDE 2x TRIM STUD AND FULL --------- O -EIGHT KINI3 STUD. NAIL BEAM TO TRIM STUD W1 10d TOE NAIL EACH SIDE. NAIL KIW-%STUD TO BEAM W/(4)l6d. ---------- 2 :: WHERE BEAM ABUTS SUPPORT WALL,PROVIDE MULTIPLE STUDS(WITH PLYWOOD • SWIM TO BEAM WIDTH)OR SOLID POST(SEE MAN)DIRECTLY BELOW BEAM. NAIL 2 vq! !%T! — iJ. LAMINATE W/I&d 012'. PROVIDE TRIM STUD EACH SIDE W1(3)I&d TO BEAM. TYP ---------- ❑ FABRIC COVERED AWNING(BY OTHERS). COORDINATE BACKING.REQUIREMENTS WITH AWNING MANUFACTURER QI F41 CANOPY. SEE DETAIL 4 ARCHITECTURAL DRAWINGS. Tyf. TRELLIS. SEE DETAIL 4 ARCHITECTURAL DRAWINGS. ROOF MECHANICAL UNITS. CONTRACTOR COORDINATE WEIGHT 4 LOCATION WITH ----_,_---•:. •'-' ARCHITECT. COORDINATE RAFTER REQUIREMENTS WITH JOIST MANUFACTURER. ------ ❑ WSS 4x4.0.1815 SCREEN WALL BRACE. PROVIDE ADDITIONAL ROOF JOIST$As REQUIRED TO SUPPORT'15plf WALL DEAD LOAD. COORDINATE WITH ARCHITECTURAL DRAWINGS. SEE(3/83J),(4/63.1)4 PR DRIFTING SNOW: -45 par TOTAL SNOW+DRIFT LOAD OVER ro'-&'DIMENSION, -—-—-—-—-—-— —-—-—-—-—-—- —z�' -------------------- z' 12,187 OREGON *YP .. .... ----- 2 ------------- - ---- ----- --- --- --------------------- A N D E R S 0 N DABROWSKI ARCHITECTS L LC InD K7%), UFFEIR, P,00F I=P,,4MING f=L,4N Portland Office: 51.2 1430 SE 3rd Ave,Ste 200 Portland,OR 97214 Tel:(503)239-7377 Fax:(503)239-7327 www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKf ARCH ANS.REPRODUCTIONS,IDEAS,DESIGNS,AND/OR SAID FTLECTS.LLC ANY USE,REUSE,OR DISCLOSURE OF ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LUC,IS PROHIBITED BY LAW. -1 GL 5 GL 51,1@x12 GL 51,bx12 GL 5VGL51/sx]2 171&XI2 /L±LJ I I i RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR 97223 10 GL 3 5 (>j 8+6, 2 CONSTRUCTION DOCUMENTSw LU Revisions: T x 20'Tit PICA TyF` CA Ci 3 11 I L11 r's (3 Hi =H1 1 5 1:1TYP Date: 25 January 2011 6.3. 62 Scale: LU -0. �213 3 �_—_—_ . GL L 4X33 GL&%X-3-3 lrypoc-L 69.4X3I GL 69/4x33 GL 04.33 Project No.: 10-150 T1 1 5 \lt2y 3 Y�2 � 5 4 File Name: e12 framfn!@ plans Drawn y: JHW El 5 Checked By: JEN [ 3 x • LU Jurisdiction Approval: 53.11 10 13 1 GL 31�/W5 53. 4 7 LU .xlr It 1 13 E A 63. LU F GL 5VexI2 . . . . GL 51/sx12 GA-3Vzx12 GL 51/zx12 1771) 11[p 82.1 -----—----- ---------- �i U 3 GL 51/zA2 "I 53. -—-—-—-—-—-—-—-— -—-—-—-—-— -—-—-—-—-—-—- ZA2 \,t2 y- �2.1 Sheet Title: ROOF FRAMING PLAN 2 ROOF FIRZAMING FLAN FOUNDATION PLAN -0. �12 Sheet No.: S1 .2 G B KEY NOTES W Ol 2x6 DF-L -2 016' o/c,TYPICAL UNLESS NOTED OTHERWISE. Q 2x8 LSL 016' o/c. I 0 2x8 LSL 012' o/c. 2 ^ ® (2)2x6 DF-L •2 FULL HEIGHT STUDS. U ❑5 (2)2x6 LSL FULL HEIGHT STUDS. © (2)2x8 LSL FULL HEIGHT STUDS. 5 I ❑� (3)2x8 LSL FULL HEIGHT STUDS. V 23 I ® (4)2x8 REDLAME 2.0E LVL FULL HEIGHT STUDS. O ❑9 4x6 FULL HEIGHT JAMB STUD. 6 I 10 SIMPSON 'CMSTCI6'STRAP W/Sd 03'o/c. LAP BEAM 2'-0'MINIMUM,LAP WALL S3. I I STUDS 3'-0'. PROVIDE 4x BLOCKING BETWEEN STUDS. __ _ _ _ _ _ __ _ _ _ _ e___ ...._ _ _ __: _ i I II SIMPSON 'CMSTCI6'STRAP W/8d 03'o/c. LAP DBL TOP fPs 3'-0'MINIMUM,LAP Q WALL STUDS 6' 0'. PROVIDE 4x BLOCKING BETWEEN STUDS. 10 I 1 NOTE: NAIL LAMINATE MULTIPLE STUDS W/loci 012' o/c FACE NAILS,TYPICAL. 10 10 10 2 I 1 I 53. I 8 i 53.1 PROfFss�o 6 6 l l 6 S3. 12,187 6 I1(fj OREGON s3. ✓O 1 10 -- tiN f. NOVO'- 7 3 I EXPIRES:12/31/12 1 10 10 16 10 10 10 10 S3 5 I 1 TYP, 4 4 4 UN O. i , , — — — — — — r__J_ _ ___________1______________________________—__--___ --___—__________________ —--------------- ------ ___________ I I 5 I 24 - - — ANDERSON - - - - - - I - - - - - - -- -- 23- - --- - 1 - - -- - 23 - - - [=o - - 1 - - — D A B R O W S K s3 I S3. 53. ARCHITECTS 4 - -------- --------- 1 1 1 ---------- ---------- ----------------------------- L L C I ------------ ------------------ r------- LIE r---------��—J� I ----------------------------- ------------------------------ �'— ------------------ ------------------ 1 I i______________ ' _-- - L - ' ---L----i SEE TYP I 1 WALL ELEVATION 2 WALL ELEVATION 3 WALL ELEVATION Portland Office: 1�'=1'-0' '14'=1'-0 1j4'=1'-0' 1430 SE 3rd Ave,Ste 200 52.1 4 52.1 52.1 Portland,OR 97214 Tel:(503)239-7377 Fax:(503)239-7327 www.ADarchitects.com ALL IDEAS,O C7 PLANS SET DFORTH ON THESE SHEETS ARESIGNS,ARRANGEMENTS, E OWNED BY D AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDOR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST l 8 TIGARD,OR 97223 II 23 23 CONSTRUCTION DOCUMENTS .. .... .... ..... . .• ___' _••- ---• •--- -- - ---• •--- --••- •--- •-•• ----- ---- ---- -•__ ___• •---- -••.A. --__ '.-- ---- .... ___• ---- ___•• .... •• . .._. .... ..... ---• ..... •.. - ---• •_•_ ___._ .... _-.. .... .--_ . 4 I II 4 Revisions: ------------------- --------------------- ------____------------------------_- 8 I; Date: 25 January 2011 Scale: �4. = I'-o' 2 Project No.: 10-150 .....-•---.....---••------------------------•--•----•----------•----••--••--•-....------.....-S3. --------------•....----•••-•--••----i-----.._...------_--...--------.--_-----_--._-.-•------••---•----._...--•--•-•---..--•-------.------------• - -- -- ------ •-••-F. ---... I I File Name. s2.1 elevations Dm Am By: JHW -..--- . . __ ._.._. .._. ._.._. .._.. _.._.. .. _.. . .. _.._.. ..__ .._.. ._.._ .._.. ._. - .._.. _.. ._.. - -- - - - - ..- -- -- - Checked J N Jurisdiction Approval .. .. .. .. .. .. .. .. - .. .. - .. .. 11 I 24 6 S3. A ro 10 10 10 10 10 10 10 10 10 1 I 5 5 I 5 5 I 23 I I 1 I 23 1 - -- - - - 1 - --- - - _ ------- -------- -- - - - --- __7 __L_________________________________ ________L__________________________ _____ __________TL_L7_________________-- I I' I �_______ 1 I I '-�— 1 ----- 1 I 23 1 I I I I 1 ------------------------ ----------- -------' ____________________________ _____________L_______ J__--_______________________ ___________________________ J _______ ___ ___ T SEE 19 ;I r---------------------------- --- ------------- -------------'-------r-------I- --- --- � � __J S3.1TYP I I 1 1 --------------;,��------, -------------- ----�--- a I I I I Sheet Title: WALL ELEVATIONS i WALL ELEVATION 14'=1'-0' Sheet No.: �a S2.1 r' KEY NOTES 3 2 P4 W QI 2x6 DF-L 02 616'o/c,TYPICAL UNLESS NOTED OTHERWISE. O2 2x8 LSL 616' o/c. z �3 2x6 LSL 612'o/c. I � ® (2)2x6 DF-L '2 FULL HEIGHT STUDS. UI I I ❑5 (2)2x6 LSL FULL HEIGHT STUDS. I I ® (2)2x8 LSL FULL HEIGHT STUDS. (3)2xS LSL FULL HEIGHT STUDS. r ® (4)2xO REDLAME 2.OE LVL FULL HEIGHT STUDS. 8 O I S3. 53.1 I I 9❑ 4x6 FULL HEIGHT JAMB STUD. I I 8 23 I 10 SIMPSON 'CMSTCI6'STRAP W/8d 63'o/c. LAP BEAM 2'-0'MINIMUM,LAP WALL iSTUDS 3'-0'. PROVIDE 4x BLOCKING BETWEEN STUDS. t NOTE: NAIL LAMINATE MULTIPLE STUDS W/106 612' o/c FACE NAILS,TYPICAL. I 2 I S3. S3. I PROfFsfi IID 1 I I I 12,187 •-•. .... .... .... .... . . .... .'-• ---- .... .... _._. ..__ ..__. .._ .. -•--. IID IID ;I I OREGON .I EXPIRES.12/71772 12 4 4 4 4 I 4 5 5 5 I 1 I 2-4 I I IILIt S3. 4 4 4 ;I 10 IID I I0 10 4 --------------- i — -- — -- — -- 24 1 - IID 10 10 ----�-- -------------------------------- --------------------------------------- -- -- - — — — — - -------- - - -- flT 1_ T , I I I 53.1 `--- ---------------t--------------------------- --------------- ------------------ SEE --------------T L----- '-J-r--------------------- II 1 i i 4 19 I I I I 23 SEE --------i---l------------------- I i 53.1 TYP i I I 53.1 I I I __ ------ _ _ ANDERSON T ------ ;------- �___�__� _,___-_------A_' _______________________________________________________________ _ --- TI 'I DABROWSKI J ___________________________________________________________ t t -------------------- I , I ARCH I T E C T S -- - - - - - - - - ----------------- T ---------- - - - - - -f- -----------' ----- --_ _ I --------- - - — i ; - --- -- ----- 1ti----------r--------------- L L C -- '} --------- - - - - - ----- --------- - - - ----- I ; 1 L___________________________________________________-________ ________________ -_-4_l___________________________, I 1 , IL - ir________________ L___________1___i________________ ID WALL ELEVATION Portland Office: cJ2 2 <'=1'-0' 1430 SE 3rd Ave,Ste 200 Portland,OR 97214 Tel:(503)239-7377 Fax:(503)239-7327 2 I A B C www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND i P.SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DASROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID FLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUTTHE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. I I I i RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST iTIGARD,OR 97223 I I I CONSTRUCTION DOCUMENTS Revisions: I I � 1 Dale: 25 January 2011 S3. Scale: 1/4' Project No.: I0-150 � $ 6 53.1 53.1 I I 53.1 File Name: s22 elevations I3 3 Chocked 1?mwn By: JHW `_._ _._,_ '_'_ __-'_ „__ _.., __„ •___ ____ ____ ____ ____ _____ ____ ____ __ I : - : : : : : : : _ : . Jurisdiction vat- J N By: E ---- --- ----- ----- ---- - - 10 10 10 IID Il ---- ------ - ----- ---- ---- ll Approval- T__1 3 83. S3. Irill --- ----- ---- T--- ----- ---- 10 10 10 10 10 10 10 L 10 10 10 10 i lm IID 10 10 ---- - - - - - - - - I- - - - - - -- -- - - --- -4-- - ----- 1 - - 23 - - - -IF 1I I - - 1 ------- --- - -pill I23 1 23 IIIEFF LlS3. S3. I 53------------_ ___ ------------------- --- �4 - r r r I4----------r 1---------- I4 - r + - �I r r --------- r r 1 I4--------r------------ ----------r---------A I I I I. I I I. I 1 I 1 I• I I �1 ------------------------------- - `------------------------------------ ; ------- ------------------------------- rl-�T--------------------------- 7 - ,L_____ _______________________________________� ______________ 19 ______ I 1 _________________________ __________________ ____________________________________________ �-----------------­------------ ­7 __-_____________ ____________ SEE83. -� L-rl -------------�----------- - r _iT------------- ------------Ty-1� t Sheet Title: TYP I I 1 ----_--------------------------------------w__J �--- ------------- ------------ WALL ELEVATIONS 2 WALL ELEVATION 3 WALL ELEVATION CJ2 2 1j4'-1'-0' S22 /a'=1'-0' SheetNo.: �Q S2.2 (POO I I QX H 1.3 53 3. 14 STUD E —2xS*1&'o/c WALL STUDS —WALL SHEATHING SIDE RADIOCORNER- —2xro *W o/c STUDS,MIN DO NOT OVERCUT k'GL HEADER —(r NOTCH GL BEAM P)010 x 3'SCREWS,TYP HUM OVER GL HEADER -(4)010 x 3'SCREWS,TYP I. IT -1 19 FIR 12 187 2xfo efro'MAX OREGO NO 15 53.1 rEXPIRFFM731;72____ -2xr. 016' r2l _T-------- 2rp 24 93. I i. / 93� 23 25 (6)010 X 3'SCREWS 93. JK 25 2x WALL STUD ANDERSON •E. A: DABROWSKI ham. ARCHITECTS L L C UJALL SECTION LUALL SECTION WALL SECTION LUALL SECTION LUALL SECTION WALL SECTION Portland Office: 1430 SE 3rd Ave,Ste 200 Portland,OR 97214 Tel: (503)239-7377 HEIGHT 'H' 'WIDTH' TOE, 10, XEY' 'Kw' TRANSV. LOWSIT. Fax:(503)239-7327 'H'4 4'-(o' 112' 1 0401s, (3)s 04 015' (5)05 0) V-0' 112' 1 LLI __'�'-(2)#4 TOP (21-61<1101,401-V 4'-13' V-0' 112' lie, 81 1 04 eIS' (5)05 > FINISH GRADE www.ADarchitects.com �-SEE ARCH'L DUrzS (CENTERED) FINISH GRADALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 04 618'olc H0RIZ_ PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE E PROPERTY OF ANDERSON DABROWSKI 2x6> PARAPET STUDS 024-o/c—, 2x& PARAPET STUDS 624'o/c ARCHITECTSH.LLC.ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRrrrEN PERMISSION OF:ANDERSON DABROWSKI ARCHITECTS,UIS PROHIBITED BY LAW. IS 912'o/c FULL HEIGHT x RED ROCK CENTER _-(3)10d NAILS (3)10cl NAILS SW 72ND AVE AT SW DARTMOUTH ST —04 e18'o/c HORIZ TIGARD,OR 97223 .r� X x -).�-VCLR CONSTRUCTION DOCUMENTS it 2x&e24' c/o Revisions: 2x8 624'o/c 3: Date: 25 January 2011 Scale: 3: V-3' Project No.: 10-150 Il S3. it 83. 2'-3' File Name: s2.3 sections Ll Drawn By: JHW Checked By: JEN TYPICAL PLANTER WALL Jurisdiction Approval: �523 SEE ARCH'L DUGS 77N FINISH GRADE ..t�PRAIN FREE DRAINING BACKFILL io E TRANSV. 4'MIN LONGIT. *3 NOSE BAR *4 012' o/c EACH WAY 7 0; COMPACTED BACK FILL 04 618'o/c CENTERED FINISH GRADE 2-TYP X] -4 CONT 0 \T4 'T(;)E' 'Kw TRIM EACH 0�NO� 0"'E A. RIZLLIS r T. ImD 'WIDTH' Sheet Title: BUILDING SECTIONS WALL SECTION S WALL SECTION 9 RETAINING WALL >> STAIR DETAIL 3 1 =1_0 kl�3 -0. Sheet No.: S2.3 EDGE NAIL Ilt' 6' 6' ')S' [.--t COL -ROOF SHEATHING C4J�s'�M.BOLTS I C2)giB•m x V LAG SCREWS ROOF SHEATHINGHSS 4.4 'SCREEN'COL. HSS 4x4 'SCREEN'COL. P4TRUSS(MY OTHERS) - COORDINATE W/ARGH'T. COORDINATE W/ARGH'T- TRUSS(BY OTHERS) s �T EDGE NAIL _ ADJUST COL HEIGHT PER ADJUST COL HEIGHT PER ARCH'T. 3 ARGH'T. t�L� HSS 01x01 COLUMNS3. ��L�- BLOCKING 'SCREEN'COLUMN SIM .4 HSS 4x4 COLUMN 1001 012' VARIES 6'MIN 'SCREEN' COLUMN --- --- NEL I d's' BLOCKING PA3 Z - a4't0 6x6 TYP 16x6 (TYP)� ROOF SHEATHING - - _._. -- - -- - --- iii- SIMPSON 'H2 5A' I GL BEA L- COL ;; TS 4x4 COL 'SCREEN'COLUMN �COL • •: HSS 4x4 COL 'SCREEN'COLUMN I I I RAFTER EDGE NAIL'" SIMPSON 'H5 2A' :: U j 4 •• SIMPSON 'U66' •• H2 s/a x 3 x ROOF SHEATHING • R B/. x 15 x I'-3' I S3• ROOF SHEATHING 1 3 d, (TYP) 3 4' 4' E _ S3. MIN S3. MIN MIN _ TYP 2x WALL STUD (6)010 x 3'SCREWS I SIMPSON "U66' I I t` 6x6(TYP) WALL SHEATHING SEE S3. FOR -..._--- -(4)010 x 3'SCREWS,TYP (TYP) DBL NUT(TYP) Q ADDITIONAL • • I/4'x 4'0 PLATE INFORMATION WASHER 1,_3• 1_3• FILLER BLOCK ❑j FILLER BLOCK(2'-6' LONG)EACH SIDE CENTERED ABOUT COL W/ 1. EACH SIDE bd 68'ole FORM EACH SIDE,CINCH TYP. 2x8 RAFTER TJI RAFTER11 8.• TJI RAFTER 1 DETAIL 2 DETAIL 3 DETAIL DETAIL 5 DETAIL ,W 53.1 11/2•.1'_(p• 53.1 I''I'-0' 53.1 44-44-�' 53.1 4444'-�' 53.1 I'.I'-0' f"-;-It 2x PARAPET STUD ' EXTEND 2x6 STUD TO BOTTOM OF 1/_'APA RATED SHEATHING 2x WALL STUD RAFTER,SEE WALL SHEATHING WALL SHEATHING 2x WALL STUD 2x8 BRACE EDGE NAIL I NOTCH SHEATHING. WALL SHEATHING Fafa SIMPSON 'MTS30' i EXTEND 2x6 STUD TO DBL TOP G PROF ROOF SHEATHING PLATES BELOW AS SPACING: EDGE NAIL ABOUT 2x STUD SIMPSON 'WP'TF HANGER � 12,187Ea S 048'o% I MIN --- �! ROOF SHEATHING7­,, NAIL to SPACING /� EDGE NAIL ROOF _ 'H'4 3'-6' 5'-4' o/c 1( ROOF SHEATHING GL BEAM BEYOND "` 3•_6•<•H•�6'_0• 2'-8'o/c .-ROOF SHEATHING OREGO EDGE NAIL-. (3)1001 TOP 6. SIMPSON 'Ll0' n •,� Ibd 0a' o/c WEB STIFFENER 4�TTOM ROOF 2x12 I£W/(2)"10 x 4' SIMPSON 'LSTAIS' y1 F. NOR��` 2x BLOCKING WEB STIFFENER BLOCKING RAFTER WOOD SCREWS EACH FILLER BLOCK 11/4'BLOCKING RAFTER NOTCH SHEATHING EXPIRES:12131/12 ABOUT 2x STUD SIMPSON "H25A' 11/4'LSL LEDGER W/ 1001 012'o/c RED-165 a (4)Ibd EACH STUD M GO 6x8 BLOCKING (3)3/a•mx6' LAG GL BEAM SIMPSON 'U66' SCREWS EACH ROOF RAFTER 1001 012'o/c (3)1001 4 SIMSPON 'A34' 134'LVL BLOCKING 6x BLOCK, TOP a BOTTOM 032'o/c FILLER BLOCK SPACE EVENLY 2 V 2x WALL STUD SIMPSON 'H25A' EDGE NAIL WALL SHEATHING ROOF RAFTER 1 ROOF RAFTER 134'LVL BLOCKING 2x WALL STUD 048•o% 6 DETAIL DETAIL S DETAIL 9 DETAIL im DETAIL 11 DETAIL ANDERSON 53.1 '�'''''-0' 53.1 3j4'-''-0' 53.1 ''-''-0' 53.1 I.=I._0' 53.1 ''-''-0' D A B R O W S K d 2x STUD WALL &GL BM 3 GL BM t GL BM sia'm M.BOLT I ARCH ITECTS �¢HSS COL I_(t TS COL ��HSS COL I�4i HSS COL -► �BM SPLICE L L C TRIM STUD EACH SIDE ( I SIMPSON 'MSTG28'EACH SIDE-) ��TS COL I}" 2�' W/(8)lbd SINKER EA GL BEAM ROOF SHEATHING I ' nl I£ 1ja x 4 x 0'-4' _ 4x STUD AT TRELLIS •.. • . , ••• _ EACH II1/2' SLOTTED HOLE BRACE W/_4x STUD AT CANON PY A35 TOP t BOTTOM H SIDE BRACE W/SIMPSON 3/16 TMP ( j ■ SIMPSON 'A35'TOP 4 BOTTOM SIMPSON 'MIT320' (2)2x g CENTER 'LTT20B' SIMPSON 'LTT20B' TF-HANGER I ' _-GL BM ElE!-GL BM GL BM i i 1/2'0x"1'LAG SCREW _...- .-I/2'm M.BOLT, CENTER ON 4x STUD Portland Office: ElE14 1430 SE 3rd Ave,Ste 200 S' '" w I 112'4x6•LAG SCREW 112'4x6'LAG SCREW Portland,OR 97214 ROOF RAFTER ROOF RAFTER /a' SIDE IE's /a' SIDE I2's 1/4'SIDE e's Tel:(503)239-7377 -- -- == --- 1/='4x4' AG 1/2'4x9 LAG SCREW 1/244 ' AG i2' x13LACE SCREW -- - (2)s/e'm M.BOLTS - - (4)141.4,M.BOLTS (2)6/a'm M.BOLTS i SCREW xSC�W !. Fax:(503)239-7327 _ _ I TYP TYP - TYP GL BM 3j16 3/16 GL BM VLIE 3/,6 GL BM GL BEAM to 5 0 8 tE 1/2 x 1114 x 0'-8112' 7HSS tE 1j2 x 8 x 0'-10' 2 x 22 11 x 1i'4x11'LAG i'4x11' LAG HSS COLUMN 3/ SCREW SCREW HSS COLUMN COLUMN I HSS COLUMN I HSS COLUMN HSS COLUMN I 1',STD PIPE BLOCKING, 1',STD PIPE BLOCKING, www.ADarchitects.com TYPICAL TYPICAL ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 12 DETAIL 13 DETAIL 111 DETAIL 1$ DETAIL 1( DETAIL PLANS SET FORTH ON THESE NDEiS NDABRRE ED BY WSKI 17 DETAIL AND ARE THE PROPERTY OF ANDERSON DISCLOSURE ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF 1' I'-0' 1'=1'-®' 1'=I'-0' I'=I'-0' 53-1 53.1 53.1 53.1 /'J3.1 G'2 1 SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS, VJ.J 1'=''-�' ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BYLAW. RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST NOTE- SAW CUT SAME DAY AS POUR - CARE IS TO RI RI (�I TIGARD,OR 97223 1}' BE TAKEN IN TIMING THE SAW CUTTING OPERATION. IF / THE JOINT IS CUT TOO SOON THE CONCRETE WILL q UNRAVEL AND IF CUT TOO LATE THE SLAB WILL ALREADY HAVE CRACKED. �T-L KEY LOCK- PAINT W/CURING COMPOUND AS BOND BREAK BEFORE / 1 /� 1 T / I I CONSTRUCTION DOCUMENTS KEY LOCK ADJACENT SLAB IS PLACED /, / / I` SAW GUT - FILL tea' PREMOLDED ` N. I 2x STUD WALL DO NOT RUN REINFORCING THROUGH W/JOINT SEALER ;ami-FLUSH W/ II Revisions: (2)"3 r rJOINT(TYPICAL) SURFACE }`' j( .�.+.�,�,-.� ���-� .r-�-'-�--�4.. r--'� t->--�-.+_y. 2'_0" •I.'• � I WALL SHEATHING 24 _ 2x SILL W/ ( "4 x �48'o/c 9 /2'4 x 10'A.BOLTS - •4x - µ,po,,: pI ry p pMJppp O OO�JO„ „(��Oa AO �i-Y- °O Wq-•0 X00�0 00�•o A�p Oo O O O O 0°0` �Ov�O o`�O oQO OY "O O O °O 0140 °('PW O 2,_0• I - v!d-YO`J XY Or`-�O O eU °O d� a� Ol/ O O O o q.` O OY�o o •- EDGE NAILS •Y Y I 2x STUD WALL (2)«4 TOP Date: 25 January 2011 Q. E¢2°. 's� �� o /1 ✓' / /� \ \\\ \ \ \ MATCH FOOTING FOR WALL SHEATHING :' Scale: 1/4' I'-0• ✓r° / ,i�1��.1�Thi 1�i:i. ,.i , i./i ,li?i NUMBER OF 04 BARS °- VAPOR RETARDER- SEE ARGH'L DWGS. 2x STUD WALL Project No.: 10-150 SUSGRADE PREPARATION TO _ P.T.2x SILL W/ EDGE NAIL CONFORM TO GEOTECHNICAL WALL SHEATHING 1/2'4 x 10'A.BOLTS 4• 4•' �.+. �••- File Name: s3.1 details CONSTRUCTION JOINT REPORT REQUIREMENTS- SALL) CUT JOINT FORMED JOINT • P.T.2x SILL W/ 24ly C2)*4 TOP ( Drawn By: JHW •t• *\\ FOOTINCs i2',x 10 EDGE NAIL '4 x��m00% } / ✓ FINISH GRADE 18 TYPICAL S.00-e. DETAIL 19 DETAIL Checked By: JEN C2J 04 TOP Jurisdiction Approval: 04 012' o/o VERT VENEER: SEE (CENTERED) 04 012'o/c VERT HSS COL ARCH'L DU*S 2x6 BLOCK OUT 04 018'o/c HORIZ (CENTERED) 2x STUD WALL 04 018'o%HORIZ (4)'Ys'4 A.BOLTS (2)Ns'*A.BOLTS 2x STUD '4 012'o/e VERT QX (8'EMBED) (B'EMBED) (CENTERED) :s IQ s/e' WALL SHEATHING • 0 Q . - DBL STUDS,MIN 4 IS'ole HORIZ , 3j6 3/0 _� SIMPSON EDGE NAIL HSS COL Na'm THR'D STUDS S.OG TIGHT ?.FTG 024' o/c FINISH GRADE TO WALL o zo DRAIN/FREE HSS COL p DRAINING BLOCKOUT CAS REQ'D) :.r - i• z \ - -- SACK-FILL ' S•O Cs. /. • : /. �a ,-,�. �,�^•„- 2J'2�' SIMPSON SSTB ANG-IOR ., - HSS COL s/e'm A BOLTS FOUNDATION WALL �0 iq l2 BO i f � in �• . o �O�o�° NON-SHRINK GROUT - (S' EMBED) (2)a4 CONT in f in --- ------- _ L �FOOTII•!Ci 6. 8. 1, 4, <6 S• 1'-4. �t _a T.. FOOTING - 3/ CAS OCCURS) in SEE SCHEDULE—" v o�PaS} 0 6 1, 6. 2, 6, CAS OCCURS) 2'-6' Oo �o�4 0- �aSIM Sheet Title: F EQUAL EQUAL _ 2m DETAIL 21 DETAIL 22 DETAIL 23 DETAIL DETAIL 62;"'N DETAIL SheetNo.: S3.1 I4 RE ® ROCK CENTER w H z Phase 11131 - Pad A Shell Onl y w RED ROCK CENTE R1 ® U U O Q SW 72nd at SW Dartmouth St, W Tigard, Oregon PLAN -- TIGARD OR DRAWING INDEX ti� �4r� PROJECT TEAM SCOPE DESCRIPTION LOCATION , 4NM.&ND ON Scale:NTS ALL SITEWORK IS UNDER SEPARATE BID PACK. CONTRACTOR TO OWNER: Doug Fry These documents and specifications are for a 11,115 square foot,Business Occupancy,Type VB 908 Deborah Rd office building for the Red Rock Center in Tigard,Oregon. 99W/ COORDINATE ONSITE. Newburg, 97312 Oregon Tel:503.34 Oregon These documents contain work for the Architectural,Structural,Electrical,Civil,Landscaping and SITE ARCHITECTURAL DRAWINGS OF Interiors requirements for the construction of the facility. Mechanical,Fire Protection and Alarm A1.0 COVERSHEET ARCHITECT: Anderson Dabrowski Architects,LLC will be Design-Build submitted separately. a 1430 SE 3rd Avenue,Suite 200 0 1 T NTING HEIGHTS ® A2.0 SITE PLAN-OVERALL Portland,OR 97214 Design-build electrical,mechanical and plumbing documents are to be reviewed by Anderson [ N SW BAYLOR ST Tel:503.239.7377 Fax:503.239.7327 Dabrowski Architects and Contruction Manager prior to permitting. A3.1 ROOF PLAN&DETAILS Contact:Jon Anderson,AIA,Principal ( � A4.0 EXTERIOR ELEVATIONS-HEIGHTS AND WINDOWS Contact:Margaret Wilson,Project Manager All permits should be secured prior to the commencement of construction. A4.1 EXTERIOR ELEVATIONS-MATERIALS AND FINISHES ® ® SW CLINTON ST A4.2 WINDOW SCHEDULE AND FINISHES STRUCTURAL A5.0 BUILDING SECTIONS ENGINEER: Nordling Structural Engineering,LLC A6.0 WALL SECTIONS 6775 SW 111th#200 PROJECT DATA SWp A6.1 DETAILS Beaverton, Oregon 97008 ARTMO�Sr A6.2 DETAILS Tel:503.924.5901 Fax:503.924.5903 Contact:John Nordling JURISDICTION: City of Tigard =_- A6.3 DETAILS 9 Permit Center Building _ A7.0 FINISH AND DOOR SCHEDULES ANDERSON ELECTRICAL 13125 SW Hall Blvd 5 A9.0 REFLECTED CEILING PLAN D A B R O W S K ENGINEER: System Design Consultants Tigard, OR 97223 v 1515 SE Water Avenue,Suite 400 Tel:503.718.2439 ® ® ELECTRICAL DRAWINGS ARCHITECTS Portland,Oregon 97214 PROJECT ' SW ELMHURST ST L L C Tel:503.248.0227 Fax:503.248.0240 ADDRESS: Red Rock Center I E2.1 ELECTRICAL FLOOR PLAN PADA' Contact:Steve Watkins SW 72nd Ave at SW Dartmouth Ave I Tigard,OR 217 I w UJ > STRUCTURAL DRAWINGS GENERAL aSQUARE = = S1.1 GENERAL NOTES,SCHEDULES,KEY NOTES,DRAWING CONTRACTOR: O'Neill International,Inc. 16731 Green Briar Road FOOTAGE: SITE: 67,515 S.F. I ^ INDEX, FOUNDATION PLAN PAD A: 11,115 S.F. U) 3 S1.2 ROOF FRAMING PLAN,FOUNDATION PLAN ® �' `� W Lake Oswego, OR 97034 S2.1 WALL ELEVATIONS Tel:503.781.7664 Fax:503.635.8245 OCCUPANCY: B S2.2 WALL ELEVATIONS Contact:Skip O'Neill SITE PLAN -- 72ND AVE AT DARTMOUTH Portland Office: S2.3 BUILDING SECTIONS 1430 SE 3rd Ave,Ste 200 CONSTRUCTION CONSTRUCTION Scale:NTS S3.1 DETAILS Portland)23 7377 97214 MANAGER: Brian Keicher TYPE: VB T:(503 239-7377 F:(503)239-7327 1001 SE Water Ave#121 Portland,Oregon 97214 STORIES: 1 Tel:503.740.4940 Fax:503.595.0145 1I www.ADarchitects.com bt ••..•••.••• .6 ••.• ••• .- ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 4 � :•• ••._ •-•: -• PLANS SET FORTH ON THESE SHEETS ARE OWNED BY _ AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF .... ..... ......... . ... .... ... ... .. .. : {{ .... .. .. . . t. . SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR "" •' '" -' "-.�:.:........r,. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION .•__,•, ,••••. •,__,-•--- -_-, _,,,__--- _ OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS ��/ ...... ....... .......... ..•�. PROHIBITED BY LAW. RED ROCK CENTER DEFERRED SUBMITTALS PHASE IIBPAD ASHELL BID t• : PACK SW 72ND AVE AT SW DARTMOUTH ST t HVAC Drawings TIGARD,OR To be submitted separately by the design-build subcontractor Plumbing Drawings CONSTRUCTION DOCUMENTS To be submitted separately by the design-build subcontractor Revisions: 04.07.11 PHASE IIC PHASE IIB PHASE I OFFSITE PAD A SHELL ONSI Fire Alarm Drawings SCOPE OF WORK SCOPE OF WORK SCOPE OF t To be submitted separately by the design-build subcontractor (SEE PHASE IIC (THIS BID PACK) (SEE PH t OFFSITE ON Fire Protection Drawings SITEWORK BID SITEWO t To be submitted separately by the design-build subcontractor Date: 01.25.11 PACK) PACK Scale: AS NOTED Anderson Dabrowski Architects,LLC,is not responsible for ensuring the accuracy of the square APPLICABLE CODES 06-05.09 Project No.: AD 05183.01 footages listed on these contract documents. For legal or leasing purposes,final square footages File Name: 05183 A1.0 should be verified by others. This project must meet all current,applicable and accepted versions of Drawn By: MJW/KVR the IBC,ADA,UFC,NFPA,OARS,etc. All work to meet current federal,state,county,city and ADA codes and regulations. Checked By: JMA 2010 Oregon Structural Specialty Code Jurisdiction Approval: 2010 Oregon Fire Code 2010 Oregon Mechanical Specialty Code CITY OF TIGARD Approved AQQ..-L1=-QG; Conditionally Approved.,.,....... 2008 Oregon Electrical Specialty Code See Letterto:Follow.„...„»..... [ ] Co11 Attac \ 2008 Oregon Plumbing Specialty Code Berm, ­11, (7 w Add, All Oregon Occupational Safety and Health Division Standards BY Date: 2007 National Fire Protection Association 10-Portable Fire Extinguishers APPROVED PLANS \� JNC}.Nt1E UN-ATTACKED.- =S CIFICATION BOOK 2007 National Fire Protection Association 13-Sprinkler Systems TRUCTURAL CALLS GEOT£CH REPORT MISC DOCUMENTS 2007 National Fire Protection Association 72-Fire Alarms Approved plans 2002 National Fire Protection Association 99-Health Care Facilities shall be on job Site. 2006 National Fire Protection Association 101-Life Safety Code Final inspection approval is required prior to occupancy. OFFICE COPY Sheet Title: COVERSHEET Sheet No.: A1 .0 1 .O ABBREVIATIONS SYMBOLS LEGEND NOTE:Not all abbreviations may be used. NOTE:Note all symbols may be used. /4 AC ACOUSTIC CEILING GYP GYPSUM QT QUARRY TILE Building section cut ROOM NAME Room name and number ACOUS ACOUSTIC QTR QUARTER 6.0 ROOM NAME ACT ACOUSTICAL TILE HB HOSE BIBB QTY QUANTITY AD AREA DRAIN HC HOSE CABINETIHANDICAP Wall section cut ADD ADDENDUM HOLLOW CORE R RADIUS/RISER/RESLIENT O North arrow ADDL ADDITIONAL HCW HOSE CABINET WOOD/HOTAND RAD RADIATOR/RADIUS 8.0 ADJ ADJUSTABLE/ADJACENT COLD WATER RB RUBBER BASE/RESILIENT BASE (T AFF ABOVE FINISH FLOOR HDBD HARDBOARD RCWY RACEWAY AGGR AGGREGATE HDR HEADER RD ROOF DRAIN/ROAD 0 Work point(center point, ALUM ALUMINUM HDWD HARDWOOD RECEP RECPETACLE/RECEPTION dimensioning taget,etc.) V ALT ALTERNATE/ALTERATION HDWR HARDWARE RECIRC RECIRCULATION g Casework section callout —-—0—-— Level line ANCH ANCHOR HGT(HT) HEIGHT RECT RECTANGULAR 8.0 ANOD ANODIZED(ANODIC COATING) HM HOLLOW METAL RECVD RECEIVED(ING) AP ACCESS PANEL HR HOUR REF REFERENCE S --)Detail callout + 461.0' EXISTING POINT ELEVATION APPROX APPROXIMATELY HS HOOK STRIP/HIGH STRENGTH REFR REFRIGERATOR ARCH ARCHITECTURAL HSKG HOUSEKEEPING REG REGULATOR/REGLET/REGISTER V ARF ABOVE REFERENCE FLOOR HTR HEATER REINF REINFORCE(DXING)(MENT) + 461.0' NEW OR REQUIRED POINT ELEVATION ASPH ASPHALT(IC) HVAC HEATINGNENTILATION/AIR REM REMAINING A O ASST ASSISTANT CONDITIONING REQ(D) REQUIRE(D) Elevation callout AST ASTRAGAL HWY HIGHWAY RESIL RESILIENT 1 - EXISTING CONTOURS ELEVATION AUTO AUTOMATIC HYD HYDRATE RET RETURN D 7.1 B 7/2sp NOTED ON HIGH SIDE ALX AUXILIARY REV RESERVE/REVISED/REVISION AV AUDIO VISUAL ID INSIDE DIAMETER(DIM) RFG ROOFING C NEW CONTOURS ELEVATION AVG AVERAGE IE THAT IS RH RIGHT HAND NOTED ON HIGH SIDE IG INSULATING GLASS RHR RIGHT HAND REVERSE 15'-0"A.F.F. Elevation height indicator BAL BALANCE IMP INSULATED METAL PANEL RM ROOM g B/C BOTTOM OF CURB IN INCH RND ROUND T.O.P. *TB-1 TEST BORING BD BOARD INCAND INCANDESCENT RO ROUGH OPENING 104 BL BUILDING LINE INCL INCLUDE(ING) ROW RIGHT OF WAY O Equipment tag BLDG BUILDING IND INDUSTRIAL RS RESILIENTSHEET BBLOCKING INFO INFORMATION R&S ROD&SHELF Grid identifier BM BENCH MARK/BEAM INSTIL INSTALLATION/INSTALL RT RESILIENT SHEET A BSMT BASEMENT INSUL INSULATE(DXING) RTN RETURN BULL BULLETIN INT INTERIOR INTER INTERACTIVEIINTERMEDIATE SAB SOUND ABSORPTION BATT aDemolition keynote CAB CABINET INV INVERT SAN SANITARY (E) Existing (R) Relocated (N) New 3241� �"V CB CATCH BASIN SC SOLID CORE C/C CENTER TO CENTER JAN JANITOR SCHED SCHEDULEO New keynote "NM. RSON CCTV CLOSED CIRCUIT TV JST JOIST SCN SCREEN [aj CEMPL CEMENT PLASTER JT JOINT SCW SOLID CORE WOOD DASH AND DOT LINE CENTER LINES,FLOOR LINES IN CER CERAMIC SD SOAP DISPENSERISOAP DISH Material/Color note — EXTERIOR ELEVATIONS,PROJECTED CG CORNER GUARD KO KNOCK OUT SECT SECTION a LINES PORTLAND,OREGON }� CH COAT HOOK KP KICK PLATE SET SETTING DASH AND DOUBLE Q O — — CHAN CHANNEL SF SQUARE FOOT D Window type note DOT LINE �'r CHAM CHAMFER LAB LABORATORY SFC SPECIAL FLOOR COATING PROPERTY LINES,BOUNDARY LINES �F }�l� CHKBD CHALKBOARD LAM LAMINATE SFP SPRAYED ON FIREPROOFING Revision tag CIP CAST-IN-PLACE(CONCRETE) LAV LAVATORY SHR SHOWER 1� DOTTED LINE CJ CONTROL JOINT LB(S) LAG BOLT(S)/POUND(S) SHT SHEET -------- DOTTED LINE CL CENTER LINE/CLEARANCE LBL LABEL SK SINK/SKETCH CLG CEILING LF LINEAL FOOT/LINEAR FOOT SLR SEALER OA Wall type tag CLR CLEAR LH LEFT HAND SM SHEET METAL BREAK LINE CMT CERAMIC MOSAIC TILE LHR LEFT HAND REVERSE SND SANITARY NAPKIN DISPENSER TO BREAK OFF PARTS OF DRAWINGS CMU CONCRETE MASONRY UNIT LIN LINEAR SNT SEALANT CNTR COUNTER LL LIVE LOAD SNR SANITARY NAPKIN RECEPTACLE CO CLEANOUT L&P LATH&PLASTER SP STANDPIPE/SHEER PLATE COL COLUMN LT(G) LIGHT(ING) SPEC SPECIFICATION/SPECIFIED COMB COMBINATION/COMBUSTIBLE LW LIGHT WEIGHT SPK SPEAKER COMP COMPRESS(ED)COMPOSITE SPL SPECIAL RCP LEGEND FLOOR PLAN LEGEND CONC CONCRETE MACH MACHINE SPR SPRINKLER COND DONDUIT/CONDITION MAINT MAINTENANCE SPNT SPECIAL PAINT NOTE:Note all symbols may be used. NOTE:Note all symbols may be used. CONE CONFERENCE MAS MASONRY SSK SERVICE SINK CONN CONNECT(ION) MAT MATERIAL ST STREET/STREAM _____ Wall to be removed CONST CONSTRUCTION MAX MAXIMUM SS STAINLESS STEEL Suspended ceiling grid CONT CONTINUEICONTINUOUS MBR MEMBER STA STATION with acoustical lay-in file ® New wall ANDERSON CONTR CONTRACTOR MC MEDICINE CABINET STC SOUND TRANSMISSION D A B R O W S K CORR CORRIDOR MCW MINERAL CORE WOOD COEFFICIENT(CLASS) Duplex outlet CPT CARPET MECH MECHANICAL STD STANDARD CSWK CASEWORK MED MEDICAL/MEDIUM STL STEEL Gypsum board soffit/ ARCHITECTS CT CERAMIC TILE MET METAL STOR STORAGE Hard-lid ceiling Fourplex outlet CTR CENTER MEZZ MEZZANINE STRUC STRUCTURAL L L C CU CUBIC MFB MINERAL FIBER BOARD SUBFL SUBFLOOR(ING) Special outlet,as indicated MFR MANUFACTURER(ING) SUP SUPPLY Ceiling Height on plan DBL DOUBLE MG MEDICAL GAS(ES) SUPP SUPPORT/SUPPLEMENT(AL) DED DEDICATED MGR MANAGER SURF SURFACE ® Blank Plate DEG DEREE(S) MH MANHOLE SUSP SUSPENDED 2x4 flourescent fixture with DEM DEMOLISH/DEMOLITION MIC MEDICINE CABINET S&V STAIN&VARNISH prismatic tense(2x2 and gF Basefeed ■ DEPT DEPARTMENT MIN MINIMUM SV SHEET VINYL DF DRINKING FOUNTAIN MIR MIRROR SWCG SPECIAL WALL COATING 1x4 fixtures similar) DIA DIAMETER MISC MISCELLANEOUS SYM SYMMETRICAL 4 Data Outlet DIAG DIAGONAL ML METAL LATH SYN SYNTHETIC 2x4 flourescent fixture with DIM DIMENSION MLP METAL LATH AND PLASTERSYS SYSTEM parabolic tense(2x2 and Telephone outlet DIV DIVISION/DIVIDER MMB MEMBRANE 1x4 fixtures similar) Portland Office: DN DOWN MO MASONRY OPENING T TOP,TREAD,TOILET {J} Light switch 1430 SE 3rd Ave,Ste 200 DWL DOWEL MOD MODULAR/MODIFIED/ T&B TOP&BOTTOM 2x4 flourescent fixture with * Light switch with dimmer Portland, OR 97214 DWR DRAWER MODIFICATION TB TOWEL BAR eggcrate lense(2x2 and T:(503)239-7377 MP MOVABLE PARTITION/METAL T/C TOP OF CURBIrOP OF CONCRETE 1x4 fixtures similar) NC Nurse Call F:(503)239-7327 EA EACH PANEL TD TOWEL DISPENSER EB EXPANSION BOLT MR MAT.RECESS,MED RACK TEL TELEPHONE 2x4 flourescent fixture with EJ EXPANSION JOINT M.S.B. MULTIPLE STUD BEARING TEMP TEMPERATURE/rEMPERED/ ——__ ELEC ELECTRIC(AL) M&S MIRROR&SHELF TEMPORARY ———— direcVindirect tense Thermostat TO ELEV ELVATOR/ELEVATION MT MOUNT(EDXING) TERR TERRAZZO Fire extinguisher cabinet ENAM ENAMEL(ED) MTR METER TG TEMPERED GLASS O EMER EMERGENCY MUL MULLION 2x4 emergency fixture T&G TONGUE&GROVE F ENCL ENCLOSURE THB TEMPERED HARDBOARD (2x2 and 1x4 fixtures ENGR ENGINEER N NORTH THERMO THERMOSTAT(IC) ® similar) Fire hose cabinet www.ADarchitects.com ENTR ENTRANCE NEG NEGATIVE THK THICK(NESS) EP EPFL EPDXY FLOORING NIC NOT IN CONTRACT THRES THRESHOLD1= Electrical panel ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND EPP EPDXY PAINT NL NIGHT LIGHT Recessed can with THRU THROUGH ® PLANS SET FORTH ON THESE SHEETS N DABROWNED BY WS11 flourescent lamp EQ EQUAL NO/# NUMBER TJ TELEPHONE JACK AND ARE THE PROPERTY.REUSER OR DCLOSUR K NOM NOMINAL Fire alarm ARCHITECTS,LLC.ANY USE,REUSE OR DISCLOSURE OF EQUIP EQUIPMENT TKBD TACK BOARD FA SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,ANDIOR EST ESTIMATE(D) NONCOM NONCOMBUSTIBLE TOIL TOILET ARRANGEMENTS WITHOUT THEWRITTEN PERMISSION ETC ETCETERA NRC NOISE REDUCTION COEFFICIENTTOP TOPPING Exterior wall sconce OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS EW EACH WAY NS NON SLIP TOS TOP OF STEEL FS Fire strobe PROHIBITED BYLAW. EWC ELECTRIC WATER COOLER NTS NOT TO SCALE TPD TOILET PAPER DISPENSER EXAM EXAMINATION/EXAMINING TR TREAD Illuminated exit sign wdh N Medical gases RED ROCK CENTER EXC EXCAVATED/EXCAVATION OC ON CENTER TRK TRACK EXC, EXHAUST OD OUTSIDE DIAMETER(DIM) TIS TOP K SLAB battery backup(Directional O N:Nitrogen SW 72ND AVE AT SW DARTMOUTH ST EXIST(E) EXISTING OFD OVERFLOW DRAIN T/ST TOP OF STEEL in non-directional as V V:Vacuum ® O:Oxygen TIGARD,OR EXP EXPOSED/EXPANSION OFF OFFICE TV TELEVISION indicated) A A:Air EXT EXTERIOR OH OVERHEAD/OVERHANG T/W TOP OF WALL 2x2 Mechanical supply OPER OPERATING TYP TYPICAL FA FIRE ALARM OPH OPPOSITE HAND grille(1x2 and 1x1 grilles Water valve FAB FABRICATE/FABRICATOR/FABRIC OPN(G) OPENING) UG UNDERGROUND similar) FD FLOOR DRAIN OPP OPPOSITE UH UNIT HEATERIMCIS G Corner guard CONSTRUCTION DOCUMENTS FDC FIRE DEPARTMENT CONNECTION UL UNDERWRITERS LABORATORIES, 2x2 Mechanical return PA PUBLIC ACCESS grille()x2 and 1x1 grilles Revisions: FDN FOUNDATION INC similar) Computerstation FDPR FIRE DAMPER PAR PARAGRAPH/PARAPET UNFIN UNFINISHED FDV FIRE DEPARTMENT VALVE PTN PARTITION(S) UNO UNLESS OTHERWISE NOTED PB PANIC BOLT/PUSH BUTTON Relocated! FDVC FIRE DEPARTMENT VALVE UR URINAL Existing New Door&Door number CABINET PBD PARTICLEBOARD UTIL UTILITY + + Sprinkler head FE FIRE EXTINGUISHER PC PRE-CAST UV UNIT VENTILATOR Smoke FEC FIRE EXTINGUISHER CABINET PED PEDESTAL Detector Speaker FF FACTORY FINISH PERF PERFORATED VAP VAPOR SD SP Ceiling equipment tag FH FIRE HYDRANT/FUME HOOD PERM PERIMETER VAR VARIABLENARNISHNARIES Date: 01.25.11 FHC FIRE HOSE CABINET PERP PERPENDICULAR VB VAPOR BARRIER FHEC FIRE HOSE&EXTINGUISHER PFB PREFABRICATE(D) VCT VINYL COMPOSITION TILE Scale: AS NOTED CABINET PG PLATE GLASS VEH VEHICLE FIN FINISH(ED) PGBD PEGBOARD VENT VENTILATIONNENTILATE/ Project No.: AD 05163 FL FLOOR LINE/FLOOR PHO PHASE/PAN HEAD VENTILATOR STANDARD MOUNTING HEIGHTS FLASH FLASHING PL PLATE/PROPERTY LINE VEN VENEER File Name: 05183A1.1 FLEX FLEXIBLE PLAM PLASTIC LAMINATE VERT VERTICAL FLR FLOORING) PLAS PLASTER VEST VESTIBULE r— 1 Drawn By: MJW/KVR FLUOR FLUORESCENT PLBG PLUMBING VG VERTICAL GRAIN FOIC FURNISHED BY OWNER, PLYWD PLYWOOD VIF VERIFY IN FIELD I Checked By: JMA INSTALLED BY CONTRACTOR PNEU PNEUMATIC VOL VOLUME 0 j FOIO FURNISHED BY OWNER, PNL PANEL VP VENEER PLASTER o LEJ INSTALLED BY OWNER PNT(P) PAINT(ED) io ® Jurisdiction Approval: FOS FACE OF STUD POL POLISH(ED) W/ WITH a FP FIRE PROOF(ING)IFULL PORT PORTABLE WAIN WAINSCOT PENETRATION PP PUSH PLATE WB WHITE BOARD/WOOD BASE M FRAM(G) FRAMING PR PAIR,PRINTER,COMPUTER ( } WC WATER CLOSET FRT FIRE RETARDANT PRINTER WCG WALLCOVERING FS FULL SIZE/FLOOR SINK PREFAB PREFABRICATE(D) WD WOOD DUPLEX FOURPLEX PHONE/DATA NIGHT LIGHT WALL SWITCH ELEC/COMM DOOR FT FOOT/FEET PRELIM PRELIMINARY WDW WINDOW PANEL BOARD ACTIVATING FTG FOOTING PRESS PRESSURE WF WIDE FLANGE(STEEL) PUSH PAD FURR FURRING PROJ PROJECT(ION) WG WIRE GLASS/WALL GRILL FXD FIXED PROP PORT PROTECT(IVEXION) W//o WITH OUT LINE ELECTRICAL OUTLETS AND ACCESSORIES GA GAUGE/GAGE PSF POUNDS PER SQUARE FOOT WP WATERPROOFINGA YORK SCALE:1/4"=V-Y' GALV GALVANIZED PSI POUNDS PER SQUARE INCH POINTNVEATHER PROOF GB GYPSUM BOARD PTD PAPER TOWEL DISPENSER WR WATER RESISTANT/WASTE z z GC GENERAL CONTRACTOR PTD/R COMBINATION PAPER TOWEL RECEPTACLE io Tfl EXIT GEN GENERAUGENERATOR DISPENSER&RECEPTACLE WT WEIGHT LU GL GLASS/GLAZING/GLAZED PTR PAPER TOWEL RECEPTACLE m U CO U SIGNAGE GLAM GLUE LAMINATED PVC POLYVINYL CHLORIDE YD YARD DRAIN GND GROUND PVMT PAVEMENT `° ® SH JI i—W c9(xn z z'O t ® Z F-3: W p i 0 0 �U)� C LL Z!O O Z J 12 W7) W d Z h v j I O 01 Sheet Title: FIRE FIRE FIRE ALARM FIRE ALARM ALARM EXTINGUISHER STROBE ABBREVIATIONS/SYMBOLS/ PULL CABINET MOUNTING HEIGHTS FIRE EQUIPMENT Sheet No.: A1 .1 SCALE:1/4"=V-0" W SW DARTMOUTH STREET 13 z I w 1103E jll.. III a C=Z= 0 0 0 0 o it II U W I vvvvvvvv % I I v v v v v v v v vvvvvvvvvv BUILDING B - I v v v v v v v v v v vv------- + BUILDING A z . . . . . 7,725 SID FT T � �v v v v v v v v = it w MEDICAL OFFICE-3,850 L MODIFIED BIKE 11,115 SQ FT - I RETAIL-3,875 -� = RACACCOMMODATE K LOCATION TO MEDICAL I ^ Q STAFF DOOR OFFICE- 11 115 . . _ _ _ . . . . . . . _ I N - - - - - - ti I II -- I I vvvv,v _ _ _ _ _ _ _ vvvvv vvvvN •I vvvv U) _ WETLAND vvvvv�i vvvv� v vv�Y o 0 0 0 0 0 0 0 0 0 0 0 0 0 L11.1 11 • • . RESERVE . a - - - - - - - - - - - - - - - - - w • _ • • _ . . _ • I r -- I r_- RELOCATED ADA . . . . . . . . . . . . . _ _ STALL EAST TWO STALLS w i . . . . . . . . . . . . . • . . : I - - _ _ . . . . O ❑� m FH - �s . . . . . . . . . . . . . . _ _ _ _ • . _ _ _ . .. • I I A ooD �t ' ANDERSON DABROWSKI 1, GENERAL NEW FLOOR PLAN NOTES 05.12.06 WALL TYPES UL U419 Floor and Ceiling Runners-Channel shaped,fabricated 1. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN from min.25 MSG corrosion-protected steel,min.width to TERMS OF ARCHITECTURAL DESIGN CONCEPT,DIMENSIONS,AND 12.IF AN ITEM IS INDICATED ON THE DRAWINGS AS(NIC),IT IS"NOT IN accommodate stud size,with min.1 1/4 in.long legs,attached MAJOR ELEMENTS OF STRUCTURAL SYSTEM. AS SUCH,THE CONTRACT'.SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE to floor and ceiling with fasteners 24 in.O.C.max.. DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK SUBMITTED BY OTHERS FOR SEPARATE APPROVAL AND BUILDING STRUCTURE STRUCTURE REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE PERMITS. FIRE CAULKING AS Steel Studs-Channel shaped,fabricated from min.25 MSG FIRE CAULKING AS REQUIREMENTS OF THE CONTRACT DOCUMENTS.ON THE BASIS OF corrosion-protected steel,min.width 3 1/2 in.,min.1 1/4 in. THE GENERAL SCOPE INDICATED OR DESCRIBED,THE CONTRACTOR 13.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED TO SEAL REQUIRED TO SEAL / flanges and 114 in.return,spaced a max.of 24 in.O.C. Studs BOTH TOP AND BOTTOM BOTH TOP AND BOTTOM SHALL FURNISH All ITEMS REQUIRED FOR THE PROPER EXECUTION REQUIRED BUILDING PERMITS, to be cut 3/8 in.to 3/4 in.less than assembly height. AND COMPLETION OF THE WORK. 14."TYPICAL",AS USED IN THESE DOCUMENTS,SHALL MEAN THAT THE Batts and Blankets-(Optional) 2. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VISIT THE CONDITION IS THE SAME THROUGHOUT,UNLESS OTHERWISE NOTED. V SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS.HE/SHE Gypsum Board-Gypsum panels with beveled,square or SHALL INVESTIGATE,VERIFY,AND BE RESPONSIBLE FOR ALL 15.ANY DAMAGE TO EXISTING MATERIALS AND/OR CONDITIONS THAT tapered edges,applied vertically or horizontally.Vertical joints CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ARE TO REMAIN OR BE REUSED SHALL BE THE RESPONSIBILITY OF centered over studs and staggered one stud cavity on ANY CONDITIONS REQUIRING MODIFICATION PRIOR TO THE CONTRACTOR TO REPAIR OR REPLACE SUCH EXISTING opposite sides of studs. Horizontal joints need not be backed CONSTRUCTION. MATERIALS AND/OR CONDITIONS AT NO ADDITIONAL COST TO THE by steel framing. Horizontal edge joints and horizontal butt OWNER. joints on opposite sides of studs need not be staggered. C ) 3. THE CONTRACTOR SHALL COORDINATE ALL TRADES RELATED TO NOTE: CEILING SYSTEM-REFER CEILING SYSTEM-REFER HIS/HER WORK. 16.ALL WALL MOUNTED ACCESSORIES/ITEMS TO BE REMOVED PRIOR FIRE AND SMOKE DAMPERS TO CEILING PLAN Fasteners-Type S or S-12 steel screws used to attach TO CEILING PLAN TO PAINTING WALLS. ITEMS INCLUDE,BUT ARE NOT LIMITED TO,THE TO BE USED AS REQUIRED. 4"METAL STUD @ 16"O.C. Panels to studs.1 in.long for 12 in.or 5/8 in.thick panels, 6"METAL STUD @ 16"O.C. O 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FOLLOWING:ELECTRICAL COVER PLATES,MIRRORS,COAT HOOKS, REFER TO MECHANICAL spaced 8 in.O.C.when panels are applied horizontally or 8 in. CODES,REGULATIONS,AND ORDINANCES. ARTWORK,TOILET ROOM ACCESSORIES,ETC.RE-INSTALL ITEMS DRAWING FOR EXACT SOUND BATT.INSUL- O.C.along vertical and bottom edges and 12 in.O.C,in the SOUND BATT.INSUL-MIN AFTER PAINTING. LOCATIONS. MIN 45 STC field when panels are applied vertically. 45 STC 5. ALL WORK SHALL BE PERFORMED WITH PROCEDURES SET FORTH BY 5/8"TYPE W GYP. 5/8"TYPE W GYP. PRODUCT MANUFACTURER'S STANDARD SPECIFICATIONS OR 17.CONTRACTOR TO COORDINATE W!TENANT AND/OR VENDOR WHEN BD.EA.SIDE Joint Tape and Compound-Vinyl or casein,dry or premsced BD.EA.SIDE STANDARD PRACTICE PROCEDURES PUBLISHED BY TRADE INSTALLING ITEMS SUPPLIED BY OTHERS THAN CONTRACTOR. joint compound applied in two coats to joints and screw heads ASSOCIATIONS.WHEN SEPARATELY BOUND SPECIFICATIONS HILTI-ANCHOR @ 24"O.C. of outer layers. Paper tape,nom.2 in.wide,embedded in first HILTI-ANCHOR @ 24"O.C. ACCOMPANY THESE DRAWINGS,THEY SHALL BE CONSIDERED PART 18.ALL WORK TO COMPLY WITH LATEST VERSION OF INTERNATIONAL ) layer of compound over all joints of outer layer panels. Paper (T OF THESE CONSTRUCTION DOCUMENTS. BUILDING CODE,THE AMERICANS WITH DISABILITIES ACT AND ANY BASE&FLOOR SEE FINISH tape and joint compound may be omitted when gypsum BASE&FLOOR SEE FINISH rel APPLICABLE STATE,COUNTY OR LOCAL REGULATIONS. 2"NEOPRENE TAPE AT panels are supplied with a square edge. 2"NEOPRENE TAPE AT I 6. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT TOP AND BOTTOM SCHEDULE P PP qTOP AND BOTTOM SCHEDULE OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 19.FIRE SAFE/SEAL ALL FLOOR/WALL PENETRATIONS TO MEET Caulking and Sealants-A bead of acoustical sealant applied APPLICABLE CODE REQUIREMENTS AS THEY RELATE TO FIRE RATED UL DES U419 around the partition perimeter for sound control. UL DES U419 7. ALL FIELD DIMENSIONS TAKE PRECEDENCE OVER DIMENSIONS ON WALLS. DRAWINGS. A ONE-HOUR RATED STEEL STUD WALL B STEEL STUD WALL 20.GENERAL CONTRACTOR TO NOTIFY ARCHITECT WHEN WALL LAYOUT SCALE:1-12"=1'-0" SCALE:1-12"=1'-0" B. USE DIMENSIONAL INFORMATION GIVEN.DO NOT SCALE DRAWINGS. HAS BEEN CHALKED OUT FOR REVIEW. ARCHITECT'S REVIEW OF DIMENSIONS ARE FROM FACE OF GYPSUM BOARD LAYOUT DOES NOT RELIEVE THE CONTRACTOR FROM INCORRECT 3241 LAYOUTS BUT IS SIMPLY A GENERAL OVERALL CURSORY REVIEW. ~J M. ON 9. ANY DIMENSION NOT GIVEN ON PLANS SHALL BE AVAILABLE FROM THE ARCHITECT. 21.THE STRUCTURAL SPECIFICATIONS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS AND IT SHALL BE THE RESPONSIBILITY 10.LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL SCALE OF THE CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS PORTLAND,OREGON DETAILS. BEFORE FABRICATION AND/OR INSTALLATION OF THE WORK. STRUCTURE (;VO 11.ANY DETAIL THAT APPLIES TO A PARTICULAR SITUATION SHALL 22.CONTRACTOR TO PROVIDE SHORING,BRACING,SUPPORTS,AND OF O�,Y APPLY TO ALL SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. PROTECTION AS REQUIRED TO MAINTAIN THE STRUCTURAL FIRE CAULKING AS F INTEGRITY OF THE PROJECT AND PROTECT EXISTING WORK FROM REQUIRED TO SEAL DAMAGE. ! BOTH TOP AND BOTTOM NEW FLOOR PLAN NOTES OPROVIDE AND INSTALL ALL WALLS AS INDICATED ON PLAN.SEE O PROVIDE AND INSTALL HOSE BIBS AT LOCATION SHOWN.SEE 01 WALL TYPES FOR MORE INFORMATION.NOTE NOT SHOWN. 09 PLUMBING DESIGN BUILD DRAWINGS FOR MORE INFORMATION. j PROVIDE AND INSTALL NEW FINISHES(PAINT,RUBBER BASE, PROVIDE AND INSTALL VENDER FURNISHED STREET ADDRESS. 02 FLOORING,ETC.)SEE FINISH SCHEDULE ON SHEET A7.0 FOR 10 SEE ELEVATIONS FOR LOCATIONS.NOTE NOT SHOWN. CEILING SYSTEM-REFER MORE INFORMATION.NOTE NOT SHOWN. TO CEILING PLAN PROVIDE AND INSTALL 7-6"x T-0"ACCESS HATCH AND LADDER 2 X WOOD STUDS WITH PROVIDE AND INSTALL DOORS AND FRAMES AS SHOWN.SEE 1 TO ROOF DECK. FIRESTOPPING,SEE 03 DOOR SCHEDULE FOR MORE INFORMATION.NOTE NOT SHOWN. STRUCTURAL DRAWINGS PROVIDE AND INSTALL A FIRE DEPARTMENT APPROVED SOUND BATT. 04 PROVIDE AND INSTALL OTEMPORARY E ONS NOT ED.ALL MOUNTED FIRE 12 BOX"LOCK-BOX PLAN ISSUGGESTED,EVIL FORFINAL EMERGENCY C ACC S BE HILTI ANCHOR @ 24"O.C. STRUCTURAL TRUCPLYWOU A INSUL-MIN 45 STC ANDERSON DETERMINED BY FIRE MARSHALL.SUBMIT TO OWNER/ARCHITECT 5/8"TYPE W GYP. DABROWSKI FURRED WALL. SEE WALL SECTIONS FOR HEIGHT. APPROPRIATE CUT-SHEET SPECIFICATION FOR REVIEW AND 2"NEOPRENE TAPE AT l ARCHITECTS OS TOP AND BOTTOM �, BD.EA.SIDE APPROVAL PRIOR TO ORDERING. DEVICE SHOULD BE MOUNTED COATED NT WITH RECESSED PROFILE ON THE FACADE AT 54"A.F.F.TO BASE 8 FLOOR SEE FINISH NAILS 6D CEMENT T LENGTH PROVIDE AND INSTALL WATERPROOF GFI EXTERIOR GRADE CENTERLINE OF UNIT. SCHEDULE L L C 06 OUTLET AT LOCATIONS SHOWN. MOUNT AT APPROX.18"A.F.F. TO CENTERLINE OF OUTLET(WITHIN BLOCK MODULE)UNLESS 13 PROVIDE AND INSTALL PERIMETER FOOTING DRAINS.SEE CIVIL UL DES U309 OTHERWISE SPECIFIED.NOTE NOT SHOWN. DRAWINGS FOR MORE INFORMATION.NOTE NOT SHOWN. PROVIDE AND INSTALL NEW SWITCHES AS INDICATED ON PLAN. ��y1I��f� �U6L1t;{ j�� STRUCTURAL WOOD STUD WALL 07 SEE REFLECTED CEILING PLAN SHEETS FOR WIRING V SCALE:1-12"=V-0" SCHEMATICS.WHERE RECEPTACLE HEIGHTS ARE NOT SHOWN ARE TO BE INSTALLED AT 48"A.F.F.NOTE NOT SHOWN. ID v OPROVIDE AND INSTALL SEWER LATERALS AT LOCATIONS SHOWN. 08 COORDINATE WITH CIVIL DRAWINGS IN PHASE II SITEWORK. Portland Office: 1430 SE 3rd Ave,Ste 200 Portland, OR 97214 T: (503)239-7377 F: (503)239-7327 3 1 2 3 4.0 4 5 6 7 www.ADarchite6ts.com 31'-1" 30'-10" 32'-11" 36-8" 32'-11" 29'-10" 200'-0" ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 177'-3" AND ARE THE PROPERTY OF ANDERSON DABROWSKI 11 ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF 17'-8" 33'-4" 16-2" 66-81, 6,0 15'4" 28'-3" SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS 3'-11" 9'-10" 3'-11" 4'-0" 4'-9" 1'-„ 4'-9" 4'-0" 4'-9" 1'- 4'-9" 4'-0" 2'-7" 4'6" 0" 5'-0" 1' '-0" 12,_11„ T-0" 12,_11„ 3'0" 12,_11„ 3'-0" 12,_11„ 3'-0" 7 3" 5'-0" 2'-11" 4'-0" 11'-9" 3'-0" 6" 4'-0" PROHIBITED BYLAW. o 09 �A 2 RED ROCK CENTER LLL7 m ( I 9 I A5.0 SW 72ND AVE AT SW DARTMOUTH ST A a TIGARD,OR O Z� O O O 05 O Z T O 7�1771 --- _ os Q 0 O iq 05 O °' O I L s.1 CONSTRUCTION DOCUMENTS L Revisions: in SS I R10'-0" ' cn n 5'-T' I I 08 I I I 08 II L `�A O tV o O _SS gS_ -_ _SS- gS_ T _gg- -SS- - _ moi _SS _ I I \\ Date: 01.25.11 � FF I FF ( b Scale: AS NOTED r TENANT A l FF +3.0' TENANT B TENANT C FF +7,0' TENANT D 14 0 10 i SS +0.0' 00 300 l +3.0' 400 6.1 Project No.: AD 05183 lqqmm 0) o`ri ;T K rO File Name: 05183 A3.0 n B o I l b Drawn By: MJW/KVR v ) co ' b 1 Checked By. JMA b O 5.0 OB 4 Jurisdiction Approval: 4.0 f 1 ( l A J O1 4.0 N -SS SS- - 5- SS- '� -SS- -SS- -SS- - m o CO FINISH FLOOR ) FINISH FLOOR ) FINISH FLOOR v ELEVATION 234.2' ) ELEVATION 237.2' ELEVATION 241.2' (+0.0') , (+3.0') ELECTRICAL A (+7.0') bo rn o I ` I ( 500 11 I z? N S RA PRINKLESER R 04 1 7 � 6.0 b B O O O O \ `� -812„ 5, „ Ir O O 1e3 N, 501 11 6.2 6' (V 10 12 C 0 tQ o A6.3 04 4 A = ir? rn BO o 18 _ S M 05 O O O O\ soi -4-(N)+18 C GFI `T P GFI =4 05 WP GFI 1 13 T-9" V-0" 3'-9" 3'-0" 11'-2" 3'-0" 4'-0" 1' '4'-0" 1'4' 4'-0 2'-10" 9'-10" 10'-7' 7'8" 10'-2 9'-10" 4'-0" '-6t 11'4" �43'-(" 4'-6' 3'-0" 4'-0" 5--g- 34'-4" '0 34'-4" V 1 4" 16'4' 4'-0" 11'4" 4'0 28 0" 4'-0" 11'4" 4'4' 5'-10" 38'-4' 17-6" 198'-0" 5.0 5.0 5.0 4.0 5.0 5.0 6.0 Sheet Title: BUILDING PAD A FLOOR PLAN 1 . FLOOR PLAN - PAD A AND WALL TYPES SCALE: 1/8"=V-0" Sheet No.: A3.0 3.0 04 \ w H z w U U O. Q w 4� PORTLAND,OREGON ANDERSON DABROWSKI ARCHITECTS LLC ROOF PLAN NOTES 21D SHADED AREAS INDICATE PRELIMINARY EXTENT OF TRAFFIC PAD PROVIDE AND INSTALL NEW STANDING SEAM METAL ROOF AND 01 AT ROOF AREA. 06 GUTTERS AS SHOWN.SEE DETAILS FOR MORE INFORMATION. Portland Office: O02 PROVIDE AND INSTALL ROOF DRAIN TO THRU-WALL SCUPPERS AS 07 PROVIDE AND INSTALL NEW DOWNSPOUTS AT LOCATIONS 1430 SE 3rd Ave,Ste 200 SHOWN ON ELEVATIONS.SEE DETAILS FOR MORE INFORMATION. SHOWN. PROVIDE AND INSTALL SPLASH BLOCKS AT DOWNSPOUT Portland,OR 97214 03 PROVIDE AND INSTALL 2LOCATIONS. T: (503)239-7377-6"x 3'-0"ACCESS HATCH AND LADDER TO F: (503)239-7327 ROOF DECK. 08 PROVIDE AND INSTALL WOOD TRELLIS AT LOCATIONS SHOWN. SEE DETAILS FOR MORE INFORMATION. 04 PROVIDE AND INSTALL WATERPROOF GFI EXTERIOR GRADE OUTLET AT LOCATIONS SHOWN. MOUNT AT APPROX.18"ABOVE PROVIDE AND INSTALL CANVAS AWNINGS AT LOCATIONS ROOF DECK TO CENTERLINE OF OUTLET UNLESS OTHERWISE 09 INDICATED. SEE DETAILS FOR MORE INFORMATION. SPECIFIED. PROVIDE AND INSTALL ACCESS DOOR. SEE SPECIFICATIONS FOR OS PROVIDE AND INSTALL NEW TPO ROOFING.SEE DETAILS FOR 10 MORE INFORMATION. MORE INFORMATION.TYPICAL,UNLESS OTHERWISE NOTED. WWW,ADarchltects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY ANDARETHE PROPERTY OFANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSUREOF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND,OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. RED ROCK CENTER SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR 257.00'AVERAGE 09 09 -- 09 -- 09 -- PITCH(+22.8') -1 F 06 252.2'T.o.P (a1 s )o P CONSTRUCTION DOCUMENTS (+18.0') 254.7'T.O.P 2642'T.O.P Revisions: (+20.5') 256.2'T.O.P 252.7' �'`\ (+30.0') _ (+22.0')252.7'T.O.D. +18.5' 06 249.7'T.O.D 04 (+18.5') 264.2'T.O.P262.7'T.085 .D. 262.(+28 D. \ /i (+15.5') TYP / (+30.0') �T�/ /_/ 271.2'AVERAGE MECHANICAL 249.7'T.O.D. MECHANICAL PITCH SCREENS (+15.5') SCREENS (+28.5') I (+37.0') Date: 01.25.11 I II Scale: AS NOTED 249.7'T.O.D MECH MECH / Project No.: AD 05183 OS254.7'T.O.P 260.2'T.O.P File Name: 05183 A3.1 FINISH FLOOR (+20.5') FINISH FLOOR (+26.0') FINISH FLOOR \ / Drawn B MJW/KVR ELEVATION 234.2' ELEVATION 2372' y' WP FI WP F1 ELEVATION 241.2' DS (+0.0') (+3.0') 4 (+7.01) 07 Checked By: JMA 4 10 6.36.3 248.7'T.0 D MECH 251.7'T.O.D MECH 261.7'T.O.D. 262.7'T O.D. Jurisdiction Approval: 256.2'T.O.P (+17.5') 264.2'T.O.P (+27.5') (+28.5') L- 02 (+22.0') (+30.0') 7 7 02 6.1 01 6.1 02 01 01 6.1 F- 252.2'T.O.P I - { II 265.7'T.O.P 08 � OS OS 05 249.7 T.O.D 07 03 L- (+15.5') 06 WP GFI& WP GFI IL LL 249.7'T.O.D o- 262.7'T.O.D. L 04 (+15.5') 262.7' (+28.5') TYP _ 249.7'T.O.D. 264.2'T.O.P T.O.D 62.7'T.O.D. (+15.5') (+30.0') (+ ) (+28.5') `52.2'T.O.P L -J (615;O.P L J +18.0') 252.7'T.O.D. a 08 -08 252.�+18.51)-�� 264.2'T.O.P 254.TT OP (+20.5') (+30.0') 257.00'AVERAGE 268.2'T.O.P PITCH(+22.8') 256.2'T.O.P 2602'T.O.P 256.2'T.O.P (+33.0') (+22.0') (+26.0') (+22.0') Sheet Title: ROOF PLAN 1 . ROOF PLAN - PAD A SCALE: 119'=1'-0" Sheet No.: A3.1 1 MATERIALS LEGEND STUCCO W C--4 ®FIBER CEMENT LAP SIDING Z W CULTURED STONE VENEER V ®CLOTH AWNING �4 V ASPHALT SHINGLES O Q W 37'-0 271.2 __________ __ ___OVERALL BUILDING HEIGHT:33'-7' AVG.PITCH 3.106'. 30'0" ". T.O.P. Signage BuoRFss .> --- r T.O.P. G.PITCH T.O.P. �I r::� `.: ❑❑ " : r ❑❑, "' `. ,_ ." "" - T.O.P. DABROWSKI -- - ARCH ITECTS - MIAL L C RUM M1111T U rror r r-0Mm ❑❑ ❑❑❑❑❑ r r r r • • INISH FLOOR ❑ 3'-0"(237.2') _ _ 417 ❑❑❑❑ r ❑ ❑❑ 0 ❑❑ • INISH FLOOR r r 0'-0" 234.2' FINISH FLOOR Portland Office: 1430 SE 3rd Ave,Ste 200 1 . NORTH ELEVATION 228.1' Portland, 23 7377 s'-Ir' LOW GRADE T: (503)239-7377 ��� F: (503)239-7327 SCALE: 1/8"=V-0" www.ADarchitects.com 3T-0"(271.7) ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND AVG.PITCH PLANS SET FORTH ON THESE SHEETS ARE OWNED BY MI 11 111111 111111 111111 1 1 22'-1�" 22'_10" AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC.ANY USE,REUSE,OR DISCLOSURE OF 33'-0" VG.PITCH AVG.PITCH SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR T.O.P. -`.. _ • '_ .-.... - ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 31'-0 OF ANDERSON DABROWSKI OARCHITECTS,LLC,IS T.O.P. - RED ROCK CENTER I MINOR MODIFICATION r r r r r 1 SW 72ND AVE AT SW DARTMOUTH ST { Li LLL TIGARD,OR signage AGRADE ❑❑❑ ❑ ,..® ;. r r r r r r r r r,.. r r r r r r r r ❑❑❑ ❑r ❑ :❑❑ ❑❑ ❑❑ ❑❑ ❑❑:, ❑ r ❑❑ ❑ ❑❑ ❑ ❑❑ r •r - r r r r r - -. r r r � �� r r r r r EXHIBIT DOCUMENTS r ❑❑ ❑ ❑ ❑ r r Revisions: r r 0'-0" 234.2' FINISH FLOOR INISH FLOOR 2. EAST ELEVATION 3. WEST ELEVATION Date: 06.24.11 Scale: AS NOTED SCALE: 1/8"=I'-Y' SCALE: 1/8"=V-0" Project No.: AD 05183.01 File Name: 05183 A4.0 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: T.O.P. T.O.P. T.O.P. .. 0 26'-0" _ T.O.P. 22'_10" NV AVG.PITCH �,0 T.O.P. ,.. T.o.P. Signage Signage 10„ - T.O.P. o,.. Signage Signage \ \ r r r r r r r r r r \ \ \ DECEIVE r ❑ _- 7'-0" 241.2'01, FINISHFLOOROil 237.2CITY OF TIGARD FINISH FLOORPLANNINnfENGINEERING r ADDED STAFF DOOR INISH FLOOR ADDED STAFF DOOR Sheet Title: EXTERIOR ELEVATIONS- 4. SOUTH ELEVATION HEIGHTS&WINDOWS SCALE: 1/8!'=1'-0" Sheet No.: A4.0 EXTERIOR FINISH SCHEDULE n� MATERIAL [-, COLOR/FINISH �`— SYMBOL DESIGNATION 1 -- SYMBOL DESIGNATION A STUCCO 1 MILLER PAINT:8284D FALLING LEAF B FIBER CEMENT LAP SIDING 2 MILLER PAINT:7292W FREESTONE `Tz C STONE VENEER 3 MILLER PAINT:8165D ANTIQUE PINE t D ARCHITECTUAL MOULDING 4 ELDORADO STONE:COBBLESTONE BROWN E CANVAS AWNING 5 HARDIEPLANK LAP SIDING:IRON GRAY F SHEET METAL ROOFING 6 HARDIEPLANK LAP SIDING:CHESTNUT BROWN U 7 RED CANVAS 8 COLONIALRED 9 MILLER PAINT:8376N DEEP HENNA rl�. NOTES: 1.SEE WINDOW SCHEDULE FOR MORE INFORMATION ON PROFILES OF CORNICES. (T 2.SEE 5/A6.2 FOR CONTROL JOINT DETAIL- l•i� 3247� V.� N M. SON ON OF F 8 ❑ 9 � 9 A D CONTOL JOINT,TYP A CORNICE AUD �ss Signage - . ------------- -- -- 1, ! ! I A D 9 F A 8 I 2 3Ile C , p q F _.<. . 2 1 r •. !' Signage Signe I D A B R O W S K G — ARCHITECTS I I:: Si nae H ITE Ifs �'i � i.;l � E' l�!j ii i��,) i ��;�;n fill .�'lII v f t 1 I� i ,�i i �I � II �l I.I 15h>' ole HUM -FF71 T f t 1 f LI' ' / / / ___ -_ • 4 6 4 5 ❑❑❑❑ ❑❑❑❑ MRI - ❑t — . An-- - e C 4 s Portland Office: s 1430 SE 3rd Ave, Ste 200 1 . NORTH ELEVATION B Portland, 23 7377 6 4 97214 T:(503)239-7377 F:(503)239-7327 SCALE: 1/8"=V-0" F F www.ADarchitects.com 8 8 D A ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND A PLANS SET FORTH ON THESE SHEETS ARE OWNED BY I 9 / ` A A AND ARE THE PROPERTY OF ANDERSON DABROWSKI 33'-0" I D i f i. 2 f li 1 II Ii i 9 BAD PLANS, EPRODUCTIONSCHITECTS.U-C.ANY USE,IIDEAS.DESSF-OR DISCLOSURE S AND/OR CORNICE 1 CONTOL JOINT,TYP ;: A A D C ARRANGEMENTS IDABROW KI WRITTEN PER-C,IS 31'-6 A 3 F OF ANDERSON DABROWSKI ARCHITECTS.LLC.IS CORNICE 2 G 4 18'0" PROHIBITED BV LAW. C I CORNICE 4 signage 16'4• RED ROCK CENTER 25'-8" B B B j j t CORNICE SW 72ND AVE AT SW DARTMOUTH ST --- CORNICE signage j ( CONTOL JOINT,TYP TIGARD,OR A signage I - sigwge - ❑1:*"' — CONSTRUCTION DOCUMENTS BEE / s { N f Revisions: E- EJ ! 8 - - 6 2. EAST ELEVATION 3. WEST ELEVATION Date: 01.25.11 Scale: AS NOTED SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" Project No.: AD 05183 File Name: 05183 A4.0 Drawn By: MJW/KVR Checked By: JMA Jurisdiction Approval: ❑❑./._ ❑� D A ---------- --------- -- 334)" -'---- - CORNICE 8 IT= A 3 31'46" 5 CORNICE IF CONTOLJOINT,TYP A D J 2 ---- A 4 9 8 C .:•.:. F A o Signage Signage G :.:.,. .... r.. Signage 2 Signage0 f I r r r r r r r 4 \ \ 4 - B C 6 4 Sheet Title: EXTERIOR ELEVATIONS- 4. SOUTH ELEVATION MATERIALS&FINISHES SCALE: 1/8"=1'-0" Sheet No.: A4.1