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13500 SW PACIFIC HIGHWAY-22 (2) I TIL � N1� / SGHM I ITT T1 (3A F? 1) IL4A F? h TPLA (:3E ARG � I TEGTS, P.G OREGON TIGARD, PHA a r FAX:SE taarcr�t' a�ascr•�- c•. -:�- 11 ------1111 A77 N� �Y�50t- � TO WER and CA NOP Y A WNIN RENO VA TION L 6 N� 1 ��� � ,�Y��J i � � N ��` �� �� A �� N� ,�: _ N SYMBGL DESGRI PTI O'�l REM�FcK5 SYMBOL IiE5G1�1 PTI ON 5J '1 Ln I ARCHITECTURALOCCUPANCY TPY = M / ' OCCUPANCY TYPESHB=- - - - CONSTRUCTION TYPE = III-N / s CONSTRUCTION TYPE = V-O,-e -c•., Em PULLY SPRINKLED = YE5 FULLY SPRINKLED = YES A-5.1 SITE PLAN YARDINVIll = 3 511;)E5 / / ALLOWABLE AREA = '1-STORY: 5`-50- \-"BER C\ _.-E TOP REFERS TO THE (45.5-20) X Z.5 = 63."5 96 / / UBC TABLE 5B = 10,500 S.F � - f'•'' A-5.2 TOWER FLOOR 101-AN and PLAZA PLAN y- _-AIL LC -'ION. NUMBER ON THE EART#4 ! COMPACT FILL ALLOWAB..E AREA = (I-STORY) / / SPRINKLERS = 10,500 S.F. BOTTOM REGERS TO THE SHEET U5C TA5-E 5= = 12,000 5.F. / ✓ TOTAL ALLOWABLE AREA = CANOPY RE■LEGTED CEILING PLANS NUMBER GRANULAR FILL /GRAVEL DRAINAGE FILL YARD INCREASE _ "E50 S.F. / / 10,500 S.F. --=.4 CANO'�`' ROOF PLANS SUB TOTAL = 0'50 S.F. TOTAL ACTUAL AREA - C / 5 SPRINKLERS 3X = 5QE50 5. / / BUILDING OOGUP. = d:52 S.F. -�-� 5 EXISTING E\-:RIOR ELEVATIONS - DEMOLITION 11------ ALL SECTION REFERENCE NUMBER ON THE TOP REFERS TO THE "OTA:. .ALLOWA6_E ARE--= as V F A -:'-;:;BCL DETAIL LOCATION. NUMBER ON THE CONCRETE _ PROPOSED TOWER = BOTTOM REFERS TO THE SHEET TOTAL ACTUAL AREA .O / i ~' TOTAL AREA = Q,663 A-_.6 EXTERIOR CANOPY ELEVATIONS Em Nu BERMASONRY 56,'11 / / ��' A-3.1 ENLARGED EXTERIOR TOWER ELEVATIONS E E_E'✓ATICN RE=�cR=_\GE SYMBOL NUMBER ON THE TOP REFERS TO THE / ��� \ s // A-3.0 TOWER / CANOPY AWNING SECTIONS �2 DETAIL LOCATION, NUMBER ON THE ® STEEL // ��� A-3.a TOWER / CANOPY AWNIN6 SECTIONS BOTTOM REFERS TO THE SHEET / / l / NUMBER ROUGH CARPENTRY / t , U L� I N G �^ EXTERIOR DETAILS OCCUPANCY TYPE = M A-=. W-1 WALE TYPE RE;:ERE`vCE SYMBOL NUMBER INDICATES THE WALL TYPE / i� CONSTRUCTION TYPE = V-N A-_.II ROOP DETAILS p FULLYM PER WALL rYPE SCHEDULE FINISH CARPENTRY / / YARD INGREA5EJ \G\E c0 / ALLOWABLE AR_A = (I-STORY) `�� STRUGTJR,4L � N UBC TABLE = 6,000 S.P. am � I YARD INCREASE _ GRID IDENTIFICATION SYMBOL IDENTIFIES CENTERLINE OF GRID INSULATION SUB TOTAL = 5,000 S.F. 21-1 S1.I GENERAL STRUCTURAL NOTES - �p U J / !� =^ SPRINKLERS 3X - 24,000 S F � �~� / ,► f _= TOTAL ALLOWABLE AREA = rJ4` S2.2 FRAME I Nb PLAN c� RIGID INSULATION (PROTECTION 50ARDJ / // / 24,000 S.F. _ \\ �_- - Q TIGARD MARKS gG.l PRAY!N6 DETAILS SALtB GYP. BOARD �-• � • TOTAL ACTUAL AREA - MARKET // /i BUILDING OCCUR. = I6,1a3 S.F. ' ©� ROOM IDENTIFICATION SYMBOL IDENTIFIES ROOM NAME AND NUMBER PROPOSE-n TOWER = all 5.F. PLACE .,.I TOWER SECTIONS CD --------- DAMPROOF ING / WATERPROOFING / �� �. c I= �= /ii y TOTAL AREA = 16,284 S.F. MORTAR- GROUT > / /e �.r- I S.W McDONALD ST. 00 T.O.G. / / , �(/ SEALANT / / `• I�/ 1.�� I L.� I NV O 0 (V ! SPOT ELEVATION SI'MIl IDENTIFIES MATERIAL AND ITS OCCUPANCY TYPE _ ELEVATION RELATIVE TO FINISH EXPANSION JOINT FILLER /// CONSTRUCTION TYPE= 111-N ELECTRICAL. � Q� � cfl FLOOR - (100.00') N r FULLY SPRINKLED = YE5 - L cc 1 YARD INCREASE = NONE LI&HTIN6 CANOPY PLAN - ELECTRICAL �+ ALLOWABLE AREA = (I-STORY) _ + DATUM ELEVATION SYMBOL IDENTIFIES MATERIAL AND ITS DETAIL NUMBER , UBC TABLE 515 = 12,000 5.7. a am - FLOOR � ELEVATION RELATIVE TO FINISH : YARD INCREASE _ - (100.00') � - SUB TOTAL = 12,000 S.F. 2 4, SPRINKLERS 3X = 36,000 S.F. > SHEET NUMBER �% TOTAL ALLOWABLE AREA = (� -C DIMENSION LINE DIMENSION LINE _ a TOTAL ACTUAL AREA = BUILDING OGCUP. = 50,126 S.F. �® CD \ CONSTRUCTION PHASE PROP05ED TOWER = q1 S.F. p TOTAL ARMA,� :;0,810 S.F. ®_ \ DOOR 5`•^'80L i DOOR SYMBOL DISCIPLINE: U) NOT TO SCALE t,L;T TO SCALE ■ 1. CONRACTOR SHALL VERIFY A__ DIMENSIONS :; G ;.A\ C\ -'ONS ON THE C,:AWIN65 AND ON iil STRUCTURAL AND ELECTRICAL DRAWIN6A 5 FOR ADDITIONAL NOTES AND . PROJL ECT OCATION: TI6ARD MARKETPLACE In Tp THE JOB PRIOR TO EXECUTION OF ANY WORK A\^ S�-A_:_ NOTIFY THE ARCHITECT OF SYMBOLS. N.W. OF PACIFIC HIGHWAY (qqW) AND S.W. MGDONALD 5T. ANY DISCREPANCY. CONTRACTOR SHALL BE RE�Pr:\51BLE FOR ALL COSTS INCURRED TI6ARD, OREGON SUE TO HIS FAILURE TO DO SO. 11, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATS: 5. I0g4 EDITION UNIFORM BUILDIN6 CODE AS AMEN ED AND ADOPTED 13500 PAG = C CORP. � N V-4-=Q, AL5 AND WORKMANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL 12.5EPARATE PERMIT FOR THE FIRE ALARM SYSTEM 15 REQUIRE: BY STATE OF ORE60N AND CITY OF T16ARD... C/O GAPOZ20L1 ADVISORYFOR PENSIONS _JR 5:. G- OVAL BUILDIN6 GORES AND REGULATIONS AT TIME OF CONSTRUCTION. G. CONSTRUCTION TYPE: III-NON RATED FULLY SPRINKLERED - BUILDIN6 'B' 21500 HA66ERTY ROAD, SUITE 100 am 13.ALL COMBUSTIBLE FURNISHIN65 TO BE FLAME RESISTANTAS .E'= \E� I5, \'PORM V-NON RATED FULLY SPRINKLERED - 5UILDIN6 'G' NORTHVILL, MI 46161 Em \_ --ER T•,E OWNER NOR THE ARG- -EG- WILL ENFORCE SAFETY MEASURES OR RE&ULA- FIRE GO:✓E, SECTION 20'7. V-I HR : FULLY SPRINKLERED - BUILDIN6 'D' (245) 305-6000 U C\.. --rE CONTRACTOR SHAL_ G\ 'NSTALL, AND MAINTAIN ALL SAFETY DEVICES •=\D :HALL BE SOLELY RES=O\e E_E =OR GONPORMIN6 TO ALL LOCAL, STATE, AND . �. OCCUPANCY &ROUP: M (MERCANTILE) - BLDG. 'B' AND 'G' FAX: (248) 30'r-?a0= C ' 14,00 NOT SCALE DRAWIN65 =E;�ERAL SAFETY AND HEALT- S'A\:BARDS, LAWS AND REGULATIONS. A-2.1 (RESTAURANT) - 5LD6. 'D' PROVIDE FIRE EX7IN&UIS015R5 WITH REQUIRED S16NA6E AS REQUIRE:. BY FIRE DEPART- 15.DETAILED DRAWIN65 AND LAR6ER SCALE DRAWIN65 TAKE PRECEDE\GE O•✓ER SMALLER E. JURISDICTION: CITY OF 7164RD F- 0FERTY 1111112 MENT FIELD INSPECTOR. DURIN6 CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTIN- SCALE DRAWIN65. WHERE iISGR=IOLJTION, A5 SOON AS POSSIBLE AFTER DISCOVERANGIES OCCUR, THEY SHALL BE RE=OR-ED TO _, MAXIMUM ALLOWABLE AREA: 'M' OCGUP. 'M' OCGUP. 'A-2.1' 'CUP, GUISHER TYPE WITH A,B,G RATING WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OF ARCHITECT AND EN&INEER FOR RESO THE JOB. BLDG. 'B' BLDG. 'G' BLD6. :. =LLIDTT A55C:. ATES, \' TABLE 5-5 12,000 SQ. FT. 8,000 5Q. FT. 10,500 ,3a FT. _ E S- c*r = 2 FOR ALL FIXE^ FIRE PROTECTION EQUIPMENT SUCH A5 STANDPIPES, SPRINKLER Ib.CONCRETE/MASONRY DIMENSIONS ARE GIVEN TO FACE OF CONCRETE/MASONRY AND/OR (ONE STORY) ' S0 S.W. PIN.. R.._T S.iT_ OG TO THE EDGE OF CONCRETE SL.A55• _ =ORTLAND, OR 01204 4 EMS AND FIRE ALARM S`'S-E'r'S MUST BE SUBMITTED TO AND APPROVED BY THE SECTION 50=.-, R- MARSHALL, FIRE SPR'.\K_ER ENGINEER PRIOR TO INSTALLATION OF L'QUIPMENT, 10096 AUTO SFRIN<LERS 5U3) 224-6101 11.SITE BOUNDAR" LINES, BOUNDARY DIMENSIONS AND BOUNDARY DECLINATIONS ARE (3 X ) = 36,000 SQ. FT. 24,000 50. FT, FAX: (503) 226-3160 E _ D VENSIONS TO FACE O= .TJD UNLESS OTHERWISE NOTED. DIMENSIONS BETWEEN FOR RE=ERENCE ONLY. ACTUAL SITE CONDITIONS WILL VARY. THE CONTRACTOLM R TOTAL= \6 WALLS ARE TO GE\-SKEINS OF PARTITION. SHALL BE ;.EEVED TO HAVE INSPECTED THE SITE .AND SATISFIED HIMSELF A5 TO TOTAL ALLOWABLE AREA - 3 6,000 5Q. FT. 24,000 5Q. FT. ACTUAL GRADES, LEVELS, DIMENSIONS AND DECLINATIONS, AND THE TRU2 SECTION 506 ARISH 1 TELT _ CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED. 100% AUTO SPRINKLERS - 5HALL CO\L-ULT PLANe OF EF & ALL TRAT _ OR ALL OPENIN5 AND ONE-HOUR SUBSTITUTION = 10,500 5Q. FT. scG G--OUTS THROUGH SLAB WALLS, GEILIN65 AND ROOFS FOR DUCTS, PIPES, CONDUITS, TILAND G-=E \'-= A\D EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING 16.WHERE NO MATERIAL NOTES OCCUR, THE MATERIAL INDICATION SHALL INDICATE 10 00 5Q. FT. 1420 S.W. BROADWA" MATERIAL TYPES AND ITEMS. PORTLAND, OREGON -- 6. ACTUAL FLOOR AREA: (503) 220-8517 g_ r-RC/ =IRE !RES = /E e;LOSURE, MEETING THE REQUIREMENTS OF THE 6OVERNIN6 FIRE 10.ADDRESS NUMBERS SHALL Be POSTED ON THE BUILDIN6 IN A LOCATION THAT IS BUILDIN6 '6' S 30,1726 SQ. FT. =Ay: %503) 220-85 8 AUTHOR -.ES. A- A__ GAPS AROUND THE PENETRATING DUCTS, PIPES, CONDUITS, ETC., CLEARLY VISIBLE FROM THE PUBLIC ROAD. ADDRESS NUMBERS SHALL BE BUIDLIN6 G - E,01: :Q, FT. AT ALL. FIRE Ill 15UILDIN6 PARTITIONS AND GEILIN65. ILLUMINATED AT NI6H7. ADDRESS NUMBERING SHALL HAVE A MINIMUM HEIGHT OF BUILDING 'D' = 0,352 SQ. FT, b INCHES. NUMBERS SHALL BE OF A COLOR GONTRA5TIN6 WITH THEIR BAGKSROUND. r. AWNINGS: TO BE NONCOMBUSTIBLE FRAME GONSTRUGTIDN (ABG, SECTION 3206) 57RU�,71.A �L ENS I NEER SUITE NUMBERS SHALL BE PROVIDED OVER EVERY EXTERIOR DOOR INTO A SUITE. PROJECT NO THE CONTRACTOR S;-ALL VERIFY ALL ROU6H-IN DIMENSIONS AND EQUIPMENT FURNISHED J. CANOPY TOWERS - TO BE ONE-HOUR CONSTRUCTION - NON-SPRINKLED \D INS-A__E:7 B" +- vsE-F/HERSE_= OR OTHERS, PRIOR TO PROCEEDING WITH WORK. ,.o SEE I-HR CONST. NOTES ON DETAIL 21/A3,IC A;,SCC•iAT ;::NSu�'�:NTS, 1\G. 20.EXTERIOR F,\ _ COLORS TO TERMINA E A-, INSIDE CORNER - T 1750 SW 5<- BLVD., SUITE 20 la'i PORTLAND, CREGON 91221 (503) 384-0460 OAT= . FAX: (503) 384-OA59 SEF 10, 20o DRAAN I9" A7 N MECHANICAL / ELEGTRiG, L_ IN-ERFACE ENGINEcR'NG, INC. =v= SE LAKE ROAD EX15TI\ MAS. MASONRY R"I• ROOM T.J. TROWEL JOINT/TOOL JOINT 222 REVISI("� ° CAB. CABINET DR DOOR GAw. GALVANIZED MIL'wAUK _, OREGON 97«_ s AT MAT./MAT'L MATERIAL R.O. ROUGH OPENING T.O.G. TOP OF CONCRETE c- 3 CT. CERAMIC TILE D.S. DOWNSPOUT GA. GAUGE T.O.F. TOP OF FRAMING (5?J3) 65- 6.94 A.S. ANCHOR BOLT RTL. DETAIL GEN. GENERAL MAX. MAXIMUM g. AND S. STAIN AND SEAL FAX: (503) r05,21-Sono GO EV-_ C.F.M, CUBIC- FEET PER MINUTE � C.ACC.S'. ACOUSTIC/ACOUSTICAL DWG. DRAWING G.I. GALVANIZED IRON M.D.O.MMEDIUM DEr,g17Y OVERLAY S. AND V. STAIN AND VARNISH T.O.M. TOP O MASONRY � 0 I �., C.I. CAST IRON a T.OP. TOP OF PARAPET L.- A�. ADJACENT 7 EA. EACH GL. GLASS MECH. MECHANICAL B.C. SAW CUT/SOLID COR_ G.J. CONTROL JOINT E.E.S. EMERGENCY ELECTRICAL G.L. BM sLU-LAM BEAM T.O.W. TOP OF WA-L A=.= ABOVE FINISH FLOOR c i MEZZ. MEZZANINE SCHED. SCHEDULE 5 � CHARS. CHARACTERST.P. TOILET PAPER AG-sREGAtE SYSTEM GYP. GYPSUM MIN. MINIMUM S.D. SOAP DISPENSER //2 Ggypl.v RE/ CENTER LINE T.P.D. TOILET PAPER DISPENSER - A-- ALTERNATE CLC. CEILING E.IF.S. EXTERIOR INSULATION H.B. HOSE BIB MOD. MODIFIED SECT. SECTION CITY OF itGAHU � 4-,- ALUMINUM CMRU. CONCRETE MASONRY UNIT CLEAR FINISH SYSTEM HC.MU, HANDICAPPED N.I.C. NOTINCONTRACT SWT. SHEET TBP. TYPICAL . TUBE EL Conditionally A roved..............._ .......... ........(�;: -` ANODIZED E.J. EXPANSION JOINT H.C,M.U. HOLLOW CLAY MASONRY UNIT SHT'G. SHEATHING t A,\ AMFRICAN NATIONAL ELECT. ELECtRIC/ELEGTRICAL H.M. HOLLOW METAL NO. NUMBER gIM. SIMILAR U.B.C. UNIFORM BU LDING CODE NY PP Cr:L. COLUMNsm. SHEET UG, UNDERGROUND For only the work as descnbed ilt: A== A��, r T EL./ELEV. ELEvATION/ELEvATOR HORIZ. HORIZONTAL VENTER gQ, SQUARE METAL U.C.N. UNLESS OTHERWISE NOTED \�ARDS INSTITUTE NOM. NOM _ICA IONS GONG. CONCRETE O.C. ON C PERMITNp. �n� c���,'z..__. -- GOND. CONDITION EQ• EQUAL HR HOUR V.G.T• VIN'L COMPOSITION TILE See Letter to:Follow................................. ........( ): AE~- ASPH!T CTURAL O3. OOP E ING 50. F7, SQUARE FEET Pacific 7. 13500 ARCHA ROXIMATE/ APFROXIMATEL� OPG. OP ,- CONN CONNECTION EQUIP. EQUIPMENT H7, HEIGHT � Attaoh........................ ( ): OSITE SPEC. SPECIFICATION vEN. VENEER guPzoal-oo32�,SlTz000-000z CONST. CONSTRUCTION E.W. EACH WAY H.vA.G. HEATING VENTILATION AND Jnb A Sib ca. ORIENTED STRAND BOARD g,g, STAINLESS STEEL VERT, VERTICAL i ' 1 of 111 • CONT. CONTINUOUS EXIST. EXISTING AIR CONDITIONING By ,.••-- Date: o:a �C.r'r-rT6z.� A.'CMATIG EXP. EXPANSION IN. INCH F.B. PARTICLE BOARD STD. STANDARD W. w�GHH e„ GOR. CORRIDOR A' i A..i'LIARY - EXT. EXTERIOR INSUL. INSULATION PERF. PERFORATED STL. STEEL C.R. COLDROLLED STOR. STORAGE E� BC-'OM OF CURB / CONCRETE C FDTN, FOUNDATION INT. INTEROR �' PROPERTY LINE/PLATE W.G. WATER CLOSET BCAS GU. CUBIC FIN. FINISH JT. JOINT PLYW'D. PLYWOOD STRUCT. STRUCTURAL WD. WOOD o OR DIA. DIAMETER P.T. PRESSURE TREATED SUSP. SUSPENDED WIN. WINDOW B" BITUMEN DBL. DOUBLE FL./F FIXTURE UST, LAM(JOISR RADIUS SYS. SYSTEM W.F. WIDE FLANGE / E-< BUILDING DEPT. DEPARTMENT FL./FLR. FLOOR LAM. LAMINATED WP. WATERPROOF 1 F_ B�K'G. i✓LOCKING F.R.P. FIBER REINFORCED PANEL LAV. LAVATORY R.C.P. REFLECTED CEILING PLAN T.C. TOP OF CURB D.F. DOUGLAS FIR / CRiNKING FOUNTAIN F•OF. FACE OF FINISH LT. LIGHT E". BEAM RD. RAIN DRAIN/ROOF DRAIN T.G.I. TILE COUNCIL INSTITUTE Wt. WEIGHT � D IM, DIMENSION E.C.Q. BOTTOM OF LINTEL F7, FOOT L7'G. LIGHTING REINF. REINFORCED!REINFORCING TEMP. TEMPERED i ECT BOTTOM D . DISPENSER REQ. REQUIRED T t G TONGUE AND GROOVE ' FTG, FOGtING MANU.ii-IFR. MANUFACTURER ES BASEMENT DN. DOWN RE v. REVERSE THK. TI-'CK LL .,\. BETWEEN 3mO : .. >:a.wu..,.n-yup•:rwANAUWIIYf/ID :l"}&U;G':"`",.�«R'rw'�R�, •.r""'`�`ef-rakn::.:tti::t+nr5�:.i.3R1'�Y:� Yeerewr+.,,�>... ., -- �:uiirruYel�Yw.• ........_ .. ....._.... NOT ICE. IF THE PRINT OR TYPE ON ANY IIr III III III III III I III III IIIIIIIII III III I(�1�1�1 III III I II I(I III III III III I(I�I�I I,hI�III III III I I�III�III�VIII�I�fII III III I I III I(I I�i IhI�III III III I I af)) y IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE _ "°3e ORIGINAL DOCUMENT IIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII�IIII IIIIIIIII uIIIIIII Illl�llll Illullll IIuIIIII IIII�III�II IIIIIIIII IIIIhIII IIIIIIIIIIIIIIIIII IIII�IIII IIIIIIIII IIIIIuulllllll111111I1uI uLlllulllllllllllllllllilWlllW I � u ul IIIN111 .75 'v � � ' -- -- T � L � Itil 1•� � • EXIST`G RETAIL EXISTING BI-MART r+ Fit GHI - EGTS, P.G. __- =- -- - • ■ w _ - - •� w w / / \ 1420 S.rs, EFO.�Dir�� _ _ \ FUTURE HAGGENS \ PORTLAND iR a'�C II = \ \ PAX: I tea rchmcilendechmlac.cc- k. v" 1 — _ /� \• \ �~ \ 57E DEVELOPI"FENT PLAN 32'•6'lVER1F7J ,�y.m• 6 16.0• ..`L__ 46_0\ \\�\ \ \ \\\\ GENERAL NOTES: \\ \ I. REFER TO ENLARGED PLANS FOR LOCATIONS D D i TIS \ �� G= BIKE RACKS, BENCHES, TRASH, i Ayr; 7 H RECEPTACLES. 2. RE°ER TO SURVEY FORE 1°°RE=ARE LINE INFORMATION AND LENCs'.+5. NO MODIFICATION O O \\\ \ \ \\\\\ F PROPERTY LINES w_L TAKE PLACE FOR \\ TSE REDEVELOPMENT OF TI,415 PROPERTY. ■w 3. REFER TO THE CIVIL DOCUMENTATION FOR THE EXITING 4 RELOCATED UNDERGROUND UTILITIES. AFFECTED EA5Er•rENTS WILL BE MODIFIED AS P -1�1,�i�T ViND� :�E 2 Y�IOfi�K \� REQUIRED TO CONFORM WITH THE =S SWLT CONDITIONS AND AS REQUIRED B` --E CITY OF TIGARD ENGINEERING DEFAR"•'"ENT. PARKING STANDARDS: FtOPOSED \\ \ I 1�;4CC--ENS ' �\ ;CHOR A POSION o STANDARD STALLS: 9'-6" x 19 \ \ \\\\ x \� 0 zo� Fi\ \ \\ \\ \ NO COMPACT STALLS O \ \ \ 1.3 785 \ MIEZZ. CITY OF TIGARD O STANDARD STALLS: 90' PARKING: 8'-6" x IS'-'o N 2. COMPACT STALLS: 90' PARKING: 7-6" x I6'-e � ■w G \ \ \ \ \ p0 \ \\ \\\ \\ \ c�pG \ \ II CJ \ \ \\ \ P�21<.NCs COUNT STANDARD STALLS 538 00 \ \ \ \ \\ \ \\ COMPACT STALLS 54 1 U i \ \ \ \ HANDI-CAP STALLS 20 O \ I TOTAL STALLS 604 \ \ \�\ \\ �w 00 O O N mc \, TO EXISTING WOOD FENCE �► G / \ \ \ LEFT N P LACE, CL CONDIDI TION OF FENCE � -- \ \.\ 16 EXCELLENT. All 5 °Im Q \ 16,913 \ — - o \ /!EJ PLANTER , l(N)PLANTER FIRE i-1'r'DR/W EIS CL cf)(N)PLANTER - .. - (NJ PLANTER \ , MODIFIEDPLANrER CIO\ MAIL DROP SIdN � O ccz ' AND P06TCD , --- Ln I ..\ D Q ,(N)PLANTER , ; I BB \ a I ■w � I \ � \ 935 -i TTPIGAL L■ • I 6'•O' R EXISTING: \ PLANTER I I FIRE W7DE:.h- r I ■w■ ,, I I I FM II ' ! i ® ,� � 'fi RACK � www � w • wwww lb_ www — x I _ - ww0w PHAS - RENO ON — , �Iwwwwwiiwwwwiwww ■i�J wiwww •�-� i �-w'^iiiiwwwwwiwiwwwwwlw � � TYPICA.DETEC'45_E f Ln WARNING AREA _ S •E_•O F WOR EA i1t r■I w w w �7i w w wl w w w �, wlion* ' - .. . M.H. -_ - - E 1 c_ N'EF - _ r cc� - ^ (r)PLANTER _ (E)PLANER (E)P - - t .. (N)PLANTER -- _ (N)PLANTER -- -, c'PL Arv'�Q ` - - '- �- T—" l' T'- - 7 -/-`""-`/` - 7 - I7E FLAN S 17 E PL t FUTURE t t - / " y / _ PROJECT No RETAIL BUILDING E �A ° T t PAD /- tIN,pLaN-ER rN'o4 AN'EQ\ / �... I' � � L_ 5 ,I -/ Al! .. RAWN $Y 'Y' ccG t I. c+4ecKevPLANTER aY t ' ...... -_ ..., .- � �_\. - / -_y- TO REMAIN f M� / \ f 1 1 I ! / \ • / REV'SIJNS II _ I _.r•s`, -^ I \TIRE STATIO \ � { `.�► J 6, 702 S F. L/I LUl" -le-o� STOP SIGN I REBU L - / M - LANDSCAPE lNJ FLaN-EQ N) DRIVE "LA.NrER A. ~ �/ V \ ❑ -- I / ISLAND c __ -� �� ___ .._,.-.. 1 CR!vE TO 615NALID EXISTING 19'.I0' _ ' -. ---- N-E"EC'CN A- TRASW ENCLOSURE -_w er p_ ADD GATES TO EXISTING TIRE STORE SERVICE BAY 5 - I/ y _ I - r EXISTING ENCLOSURE --«-! 1 / V /g \\Jir.� -L.AN'=:• 1\ �/ I dv/) �► A 1 ,_ _ — ._.! •� - ���! -- -=,'. / / `\ \ \ ® !E. PLANTER-_� \ PILON j/ I / \ \ \ \ D RECTION 113500.00027 E `- �``._. _ _ __— —_.._ SION ! \ e K c I 816N -1 / Peciric Hwv.13500 d / _ ` _ _ \ ro, I t Y / BUP20o1 00327.S 2 o 18 _ _ \ RACK NEW _ E I nIMN. - - --------- --------- -._ ----------^----- / I �. _ IP rE)FIRE wITDRANT -��-�, PALK., 7ATRIM11I -a. "` -..i. .- \ _-- -•3l7'31DU.1'a {� EXTEND SIDEWALK 3 a�v ,_.•;r,wr_c MJa. ._.._--- _.�_`. -- r..� T- EXISTING SIDEWALK,----... --_ TO EXISTING GpJG . WALK.TO SOUTH. -- Ex16TINCa EXISTING GUR6LINE • ;c Exl6'IN6 SIDEWALK 6y' CROSSWALK (E) f y h - - ExISTm PEDESTRIAN - ' RAISED '- �` CONNECTION NEW 9TA'RD -�-•----�••�"' —._.,. fff -_ v19.ON ----._.-.__-------._..------ - - - - - - - ---- WAWILAL_. _- ------ CURB ----- -- \ _ FI ! CUIS"INE TP'AWh 5 MANY cae TEPa B BIKE LANE UP TO PEDESTRIAN JM ----S __.-_---- -- -_ CONNECTION. 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STEEL TUBE BOX FRAME --- -- -- ----- - - - ---- -_ _- 1 - -- -- - -�-- - FIN. F_R. „ C8 - STEEL CHANNEL CANOPY FAGSIA - - --- - - - --- -- - --- -- - 0'-0' AFF. v I L[ /-C 3 b K � I L CNOP- 4UNING $TEE. TRUSS FRAMING tu/ INTERIOR GUTTER e E_ BLDG. 'I: - OL1� COUNTRY BUFFET l — — — — — — — — — — o WENT EXTERIOR CANOF`t' ELEVATION � =REFiNISHED METAL FASCIA GUTTER Iib ! -: N PREFINISWED METAL 11/2' STANDING SEAM ROOF METAL DOU)NSPOUT 0 f SEE DETAIL I5/A3.10 � METAL COPING (EXISTING) S STANDING SEAM ROOF UNDER-COATING I A3B 43.B A3 o A3.9 > nLn�O ROOF STEEL DOOR AND FRAME (45 MIN. RATING)34'.0' AFF. OW/ SELF CL05URE � B.O. EAVE OPEN (AIR) _ 28'-?X' AFF. - - I I Gil T.O. OPENING 0. AP _ L L_ _ a R I F E _ L _N I R E v 50�IT BOARD �� N -g5.0. OPENING `32 o O� 23'-0' AFF. I T.C. PARAPET EXTERIOR LIGHT - SEE ELECTRICAL SPEC.'S > m _' O r.o. CANOPY 1=1NISH/COLOR G 15'•6' AFF. I 1 I a00 T.O. COL. _``� T.O. CANOPY SYMBOL DESIGNATION - O 15'-4' AFF. I I II 11 I5'-6' AFF. O B.O. CANOPY _ _ COLOR C-I B.O. CANOPY 1 NATURAL (EXISTING) 8 m I1'-b' AFF I.'-b' AFF. COLOR C-2 N C LIGHT TAN O -- - - - - ---- - 8'-0' AFF. 0) -- - - - - ` COLOR C-3 w+ N MEDIUM TAN W6 00 FIN.FLR -- -- --- - - - ------ _- FIN. FLR(R O R - 00 � ET ) Y g).-C. A r= ---� ��' - __ - - ---- -- - -- -- - 1'-6' A.F.F. 4 DARK TAN 4 O 0 - _ - --- FIN.FLP- A G 0'•0' AFF. OLO� G-5 MATCH BENJAMIN MOORE "HC-50 (BRICK MATCH) $ y 6 3 BLDG. ,7 - OL GOU Y $UFF COLOR ALGREEN (EXISTING) n SG.iTH EXTERIOR CANOPY ELEVATION _ COLOR C-, �� � O 6 1/8" 1'-0" a GREEN (MATCH 'HAGGEN') Z C COLOR C-8 O WHITE 0 � O COLOR C-9 ` \, MATCH ADJACENT o I, ALL PAINTS TO BE SATIN SHEEN � � � 2 4 2 2 13 ( 2 AND FINAL PAINT APPROVAL 43.9 DETERMINED WITH CWNEr 43.9 43.9 A3 a A3.9 1 [ d a3l EO J O � F ' E F N R I R _E I I R N F E I N E ICD 0000 , � e � I�� 0 Q 3., [H[F[EIZ'ir' IL(DO,�� HouRl ONEPAvIO MONGOLIAN BBQ _ ,wuLYKA101CAK11W r,►noiKrr CLQ, Rs pmoronwnM ®1'VQ:6aG70�C cmu a�c�(Kt[E�. ict r"s �,- 432 1 I I I zli -- -A-hLLw L �. - - - _. i BLDG. 'G' - RETAIL � WEST EXTERIOR CANOPY ELEVATION EXTERIOR GANOP'I' ELEVATIONS PROJECT NO. °9�15�0 6 Q g 3 13 o �, j 43.9 O Q 2 ^✓A 5B!°T. C ZOOS O O 43.1 G G o VFAAAN BY i I - ocG 8 - - - - E A B G N IR A B C F N L R A B DI N L C r A3., I 43 e- - - y I 2 7 1 2 2 GNEGK_C av 1 / I \ 7,0. PARAPET PMS I BI-MART - � 23.10• AFF. REVISIONS - -_-- 8 - - _ _ —.— — — — _ - _ -18-oZ - - I - I - - - ------ -- T.O. CANOPY /�GANCey �V S BBQ 15'-4' A.F.F. 15.0 C OF II - - .. _ f3UP2 2 000 00027 01 003 7 Pacific S IT250 - -- I - - -- - - -- ------- - 7 of 18 - -- _ _ - - - -- FIN.FLAR(BI-M TMT T) T A_ G - K -- -- -�- L P - G - - - T - 4 - --- �- � -� oo � 00 00 , BLiaG'. 'B' 51-MART WEST EXTERIOR GANOF1' ELr=\/A7I ON / 3■� d .. ,.. ..».•...,.,.......-,,..,:..a�rwww..•ru+..,..=:-w::s+ii7NY1T:LYW..... r .,,•"•�:'YYLsii�l141�WiNIMYMMY•n...... _ -..-._.,.,,...,..•wrw....e ,..au+mim's.rRsewaow+ ... x.v[tM.E7R+� v n1srN11m_.,._. .n.,.,rausN.+nLA'ef r, . '+. -.• vn nsa..naea.kww.w+-aM�r+__ -...__. ,,.w..»r ..r n._r.... . NOTICE: IFTHEPRINTORTYPEONANY IIrIIt III III III III III I�If IIt III III I f IIIrtII Ih 1U111111111IIIIIII IIIIII III III IIIIIIIMAGE IS NOT AS CLEAR AS THIS NOTICE, I __ I I Igo I ITIS DUE TO THE QUALITY OF THE _ _ - No N 5�ORIGINAL DOCUMENT S 81Z 8�Z L�6 8 'rC 8 II �6 t6 6 ee��t 8t L��t ��t 11�t �♦ti8i Gi tt I �I (III (III (IIIIIIII IIIIIIIII�IIII II IIIIIIII IIIIIIII ll»�IIII llll�llll IIItUlllllll�llll Illl�lll�ll�lllllllllillll IIII�IIIIIIIII�IIIIUIII�IIII (III ILIIIIIIIII�IIII�IIIf�I�Wllllllllll�lll lllll llllllJllllllW lu��ll►I►Ill�lu<<lll�ll IIII�I►►I�IIII�II�111I�N11 , r 0 Z 1 2 I 1 2 / 43.8 A3.8 T.O. ROOF L 3_b A3 T.O. ROOF T.O. ROOF A3 e3 43B -O. ROOF '� A3B 34 -0' AFF. 34'-0' AFF. T r 34 -0' AFF. �, 1 34'-0' AFF, I N I N 1 L A N D / IB.D. E4 r_ --- .O. SAVE B.O. EAVE -- -- --- ---- B.O. EA-�E�_ - E' 1, -- 2a -_ H I T C G C / -- .� ZS'-0' AF.F. -0' `3 .3 -- - 3 28'-0' AFF. • - _.._. -- sem--- - + ,` 2' / • � ` FIE ♦ µ ��- T.O. OPENING T.O. OPINING 1420 5 A. EROAD/��Y I'ORT,.A\O OR 40-.0 � AFF. - - 43: 3 -___ 3.11 _ - 1_- H :OE-�20•�. 28'-0' AFF. 28'-0 A32 H H _� ` • • ( 3 PAX: EOE-22O•�E AL - I - 4 • /7\ H O - I tearch•tlia�asc^m:ac.c^ 3 2 ]L] 1 2 .� I � - �,/ B.O. GPENIN�s B.O. OPENING - 1••I +0' H `0 J 231- 772' 3'- 23 0 AFF. J -- - _ F - +0 T � 35 3 -2 L?' 2' 3'-. 2'-1' ' 2' �' 2 I/2' "'_.--� -�- ., �, O 2' �' 3 -3 2 - 3'-9 � 2 �• f . � -- '� '� .11 +,, �7-� T.O. CANOPY � T.C. CANCFY I - •-- 5'-6' AFF. 15'-6' AF.F�, - 1/2' 2'-T" 3 -3' 2 - 3 -3' 2 -1, 3' 2 J _ 2'- 3,-v 4 \ 4 I I T.O. CANOPY _ ! 1-_ --�--------. -- I -- -- - T.C. CANOP I I •p' -_� T.O. COL. T.O. COL._ - - • _ - -- , - 15'-6' AFF. - 10 10 15'-6' A.F.F. - - - -- I �T�SFF--r-- 15'-4-� AFF. Im 10 ° • 43.1 A3.11 A3.11 • 43.!1 3 Gal IIA3.11C---- 1 I �, �, K B.O. CA Y--- . - -I! --- �- C CL - - LANOPY B.O. CANOPY- K @'_- - - X80. CANOPY •0 -- R II'-6' A.FF. II'-6- AFF. ___ II 6 A.FF. A II'-6' App,� --- - -.- -- - 5 � 43.11 i 8 - O I - r 12 - I 12 I I 12 8 _ I I 1 ----- I _T A3.11 t A311 - -- -- - 0 I 43.1 I A3.11 L --_- I r• I _ e .-i _ - _ � ; �- -- w _ ' FIN, FLR FIN. FLR �LO - -- , FIN. FLR I - K 0'-0' AFF. -K K 0'-0' A.FF. --- - 0'� AFF. - I CN I 6m �/� D' - OLn COUNTRY BUFFET ° BLDG. `D' - CLI:) COUNTRY BUFFET D BL1�G. 'I7' - OLi7 COUNTRY BUFFET �A'LA.F B;Z)G. 'O' - OLD COUNTRY BUFFET .� ENL ELEVATION ENLARGE=D SOUTH TOWER E� F-VATION ENLAR6=I EAST TOWER ELEY. ENL�rRGEI� NORTH TOWER ELE�/. ENL RGEID WEST TOWER ELE : ©„ 4 1/4" - I'-0 «� I � � Nti 5 4 A3.9 � CfJ 6 FOR DETAILS, ELEVATIONS /� �t FINISH SCHEDULE AND SECTIONS ON N� v i I SHEETS: A3.1, A3.8, 4 A3.9-__ � - o 1 M I I I - SYMBOL DESIGNATION -I _ N MATERIAL N T.O. ROOF - �� T.O. ROOF I -- - j, - AFF. tj > 21'-b AFF M - T.O. PARAPET / 1 o cz) `� :^^.�. SPLIT FACED (EXISTING) am z 1 T.O. PARAPET \� -- - -- AFF. I Z0'-8'�2' AFF. I Q Q \• - _ I I 2 B C r^.U. - SMOOTH FACED (EXISTING) CD e P J - • 5 - • I 9 l G 5TRUCTURAL BRICK RUNNING BOND (EXISTING) 9 - • - - - B.O. EAVE • - - - B.O. EAVE + I A3.. I µ H • 11'-6' AFF. µ 16 IT-6' A.FF. I e 2 ♦ • }I 3 13 3.1 T.O. CANOPY • - - _ _ � STRUCTURAL BRICK COLUMN AND PILASTER (EXISTING) y Q 3 �, a E T.O. CANOPY �� 3 I r / rr E BRICK VENEER (EXISTING) 14'-0' AFF. / - \ i 4 , e EXTERIOR INSULATION °INISµEO SYSTEM IE.IF.SJ (EX,STING) _r -- B.O. CANOPY - • ( f 11'-0' AFF. I y__----- _ e ALUMINUM STOREFRONT SYSTEM (EXISTING) Z \ I I k O B.D. CANOPY 10'-0' App. O / _ '"' �- �-" c0 6RIGK BCL::'ER H -- ---� _ B.O. E.IF.8. 1 e EXTERIOR INSULATION FINISHED SYSTEM IE.IF.SJ �_ CV J 57 EEL TUBE BOX FRAME B.O. E.IF.S. 4 1 C u e I - S,401 AFF. I �- - F I Cj K tL GS - STEEL CHANNEL CANOPY FAGSIA � S C 1 m - -- I P ^ 1 G • U L CANOPY AWNING STEEL TRUSS FRAMING w/ INTERIOR GU-'E'-_1 - - - - - - 9 iA BRICK SOLDIER D 1 _ W e METAL FASCIA GUTTER 1 DOUdVSPCUT .-- FIN. FLR(RETAIL) P I FIN. FLR(RETA ) - - - N o 1 ' � �0'-'�'" AFF. '-1-=-" -'` _ ._ ____-- -- � � e REF'NISHEO METAL I/2 STANDING SEAM ROOF RETAIL u ENL©RGEn WEST TyWER ELEV/4'i!ON _ BLDG. '0' - RETAIL W METAL DOWNSPOUT ., ENLARGED SOUTH TOWER ELEY_ - -- � ENL RGEL� i�.ORTH OWER ELE Y . I 1/4 : I'_0" Q REVEAL - SEE DETAIL I5/A3.10 Ln F' METAL COPING (EXISTING) A3.9 e A o BI-MART COLUMN N - e STANDING SEAM ROOF - UNDER-COATING T.D.PARAPET T.O. PARAPET - • RETAIL -__ _ -__- T STEEL DOOR AND FRAME (45 MIN. RATING) EPrLA�GE� • BI-MART 1 I - --- EXTERIOR -- �� I 25-10' A.F.F. ; l_-- -� _ -- Z5'-10' A,FF. I lU/ SELF CLOSURE ELETOWEATIONS (!TJ I - I e OPEN (AIR) H ` � � PROJECT NO �. T.O. ROOF 3 '� - _ I® - T.O. ROOF - ----- le SOFFIT BOARD 22'-6' AFF. / 9�115(o / ( 1 \� ti • 1 \ - i� I EXTERIOR LIGHT - SEE ELECTRICAL SPEC.'S T.O. PARAPET _ \� - - % 4-_ 20'-8'/2' A.F.F. --4 --- - _ B.O. EAVE %' 2 __ -��� o goo Z moi\` J - • -- • -- - �-- - Q - - SYMBOL DESIGNATION OGG • B.O. EAVE O - - - -- - T.O. CANOPY - _- 1�,-A, AFF _ µ Puy g 18'-h' App. 1 -- 16 - -- 1 �' e COLOR G-I H -�. - I-' • 3 3 310 - J 3.1 ----- 3 •- --'-" 2 1 NATURAL (EXISTING) REVISIONS -- I = 1-1 � T.O. CANOPY • • ip BRICK SOLDIER 2 COLOR C-2 r -- e LIGHT TAN CITY I I IA'-0' A.FF. --_ --- b B.O. CANOPY_ OGT. I, :OC • _ __-_ - 13'-4' AFF. µ I '�1 � COLOR C-3 I µ y ---_---- ---� 3 MEDIUM TANNL_ I-18-02 . - - - I COLOR C-4 GANOI"! PtL'V'_ ' e DARK TAN d B.G. CANOPY - Q --- • - - --- 3 - - - --....---._ B.O. E.IF.S. I 6 COLOR G-5 -- 0'-0' App. T�ATCµ BENJAMIN MOORE OWC-50 (BRICK MATCH) BRICK SOLDIER COLOR G-6 TEAL GREEN 'EXISTING) Pacific Hwy 13500 - e BUP2001 00327,SIT2000.000 Bof �8 _ B.O. E.IF.S. T _ ----- -- y 9'-6' APP. 9 _ -- - - _- _ _ GREEN (MATCH 'HAGGEN') K COLOR C-8 - ----- i� 8 WHITE FINFLR ELEv. - COLOR C-S MATCH ADJACENT A FIN, FLR.(RE T AU.) _ _ _ ___- _ _ FIN. FLR(REtAIL) IN-LINE RETAIL1, ALL PAINTS TO BE SATIN SHEEN 1-- 0'-0' A r F. 0'-0' AFP --- - - - I A TOWERS 2, AND 1 PAINT COLAPPORS TO BE DETERMINED WITµ OWNE< B!-MAR-7 I I BLDG. 'B' - BI-MART BLDG. 'B' - 51-MART 3 ENLARGEP NORTH TOWER ELE ✓. ENLARCGEID WE57 TOWER ELEVATION n ENLAR6=) SOUTH TOWER ELF-Y. 1/4" I'-0" 1/4 i NOTICE: IF THE PRINT ORIYPEONANY III IIl ISI 111111( 111 III IIIIIIIIi�I I� I111�I I�I III II"I 1141�I�I�iIt�I�I IIIIIIIIIIIII�IIIIIIIII lil 111 I]I 111 111 111 I I III 111f111�I�1�I�I III lilll I III I�I I�II111 III III IIIIILI' a� ��( L4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 111-I I I zL� I " l �...I 5_l !61 -- - ff IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT fi 8G 81s L6 9 6 fS 8 6 t6 C T 8i Lt I'l t fi Bt CL [T i EI B L 9 9 1 8 L i�u�Illlillll (III 111111111111III1111 I1111111111111111111111111111111111111 11111111111hI11 II1111111111111IIIIIIIIII1111111111IIh11Illlillllll 1111h1111llllllll IIIIIIIII(((illi((lul�llllllllllllli llll�illl �1 u IIII�NII r i4 r,t r ,ryi y'S yl i �rz WALL SECTION KEYNOTES 0EXI5TING CONCRETE PLAZA 20 SOLID WD. OR APPROVED NONRIGED BATT FIREBLO:KING IN CONCEALED SPACES OVER 10'-0' / OEXISTING CONCRETE CURB 21 RECESSED LIGHT FIxTURE (I-HR ASSE"151-Y) - SEE SHEET A33 - - OEXISTING CONCRETE FOUNDATION SYSTEM 22 5/8' TYPE 'X' EXTERIOR SOFFIT BOARD OVER RESILIENT CHANNELS _ G EXISTNG CONCRETE SLAB 23 EXTERIOR INSULATION FINISHED SYSTEM (E.IF.S.) OVER RIGID - INSULATION OVER VAPOR FARRIER OVER 5/8' TYPE 'X' GY'P. BD. EXISTING CMU WALL - TO BE PATCHED AND PAINTED 24 PREF' STANDINGS STANDING A DING SEAM METAL ROOF SY7TEM 7 1 L A N � METAL EXT. DOOR AND FRAME (45 MIN. RATING) 5 G H M T O EXISTING CANVAS AWNING 1 GUTTER TO BE REMOVED (TYP.) \c5 W/ SELF-CLOS+,RE OEXISTING BRICK COLUMN 4 PLASTER 26 FIRE RETARDANT ROOF SHEATHING - SEE STRUCTURAL O8 EXISTING CONCRETE PLYINTH CURB 21 BUILT-UP ASPHALT BITUMINOUS ROOFING c`R-_ \D OR 0'120 503_220.85 - OEXISTING CONCRETE '1JASH TOP SLOPE a8 PREFINISHED METAL COPING FLASHING SEE 112/A3,11 SIM. -=^ 503-220.85 8 W/ STEEL PLATE EMBEDDED TOP OF COLUMN 4 PILASTER _ ar,daerr+l'ac;o* 'P) EXISTING ALUMINUM STOREFRONT SYSTEM (PAINTED) 29 METAL WALL FLASHING - SEE DTL. 3/A3.11 OEXISTING SYNTHETIC PLASTER SYSTEM OVER 11i2' RIGID 30 REVEAL - SEE DTL. I5/A3.10 II INSULATION OVER '/z' SHEATHING - TO BE PATCHED AND PAINTED 12 EXISTING BRICK VENEER 31 DRIP EDGE U 13 EXISTING STRUCTURAL ROOF / WALL SYSTE"' 32 4' FIBER CANT STR'P C 14 EXISTING ROOF MEMBRANE / COPING SYSTEM 33 5/8' TYPE 'x' GYP. BD. WALL SHEATHING O 15 ROOF FRAMING STRUCT. SYSTEM - SEE STRUCTURAL 34 PREFINISH 6' METAL FASCIA GUTTER / DOWNSPOUT SYSTEM ! 16 BEAM - SEE STRUCTURAL 35 6'x2' STEEL TUBE FRAME - GRIND WELDS STIH OOTr MITER CORNERS - PAINTED 17 CANOPY AWNING TRUSS - SEE STRUCTURAL 36 EXISTING 8' FLOURESCENT LIGHT FIXTURE - I REPLACE WITH NEW LIGHT FIXTURE - SEE ELECTRICAL 1 C18 C9 x11.5 STEEL CHANNEL FASCIA - GRIND WELDS SMOOTH - PAINTED 31 FACE OF EXISTG CMU i WALL SHEAT.4ING I 24 GA. METAL GUTTER / DOWNSPOUT SYSTEM - PREFINISH 1/2' DIA. LAG BOLT W/ NEOPRENE WASHER 19 W/ PROTECTIVE ROOF MEMBRANE SYSTEM - ADHERED TO STEEL 38 PLACED ON JAMB SIDE ONLY EXTEND 'O "'Or- OF Cu4NNEL - CAP ENDS 0� LEGEND m %m > O CD e SEE FINISH SCHEDULE ON 43.1 r I Lf� -- 4' 4' O c� 4'-0' 4'-0' 9'-2' 10-2 -- 3'-0' 00 3'-0' 1'-0" T.O._ROOF 7.0. ROOF 34'-0 -9r34 -0' AFF. i 43.11 O \\ e M / 31 \ 3� 13 24 \ 15 13 13 24 15 �\ 13 I� i A3.11N O y� 43.1' 43.11 -I mcSIM. (NO OPENING) 10 B.O. EAVE B.O. EAVE -�-- 28'-C' AFF. - - - - - - z8 T.O. OPE�'NG _ II 2 21 3 ` \��/ 2 I 2 \ % �� T.O. OPENING_ - 2 7Y T 2�:0' AFF. - 3.10 3.1© `` 3.10 3.10 �2�'-O' AFF. N 4 _ ��T 38 3.10 C r N. 22 23 __ C O 3 H 19 �i Z 3.10 '��' . 34 10 19 TY ICAL AT 34 3 SOFFIT 10 O ,2 V r \ Im OU RIGGER - _- - (8 TOTAL) i -y� TYPICAL AT O 9 22 13 35 12 2'-6' 0 _ 35 12 OUTRIGGER 1 20 'o►a O 2 3 3 3 3.10 1 `t = 233 33 23 2'- 3 31p 23 33 33 33 _ 6' , l8 TOTAL.) `t _ 34 (�2 _ 20 9 METAL -. SPOUT 33 23 _ 20 CWN AL B.O. OPENING - 3.10 DOWNSPOUT B.O. OPENING ^ ,q � O r 23'-0' AFF. - N --I --- I i T 23'-0' AFF. 20 1 1 e 3.10 1 Cn O E%E.I F.S• _. O � T.O. EXI_ST'G FRAMING -- _ --- - -- - -� cT3 OL T.O. EXI_5T'G FRAMING- - ---- --- -_ _ -_ - - - - - -- _ _ _ - - �'-3 I/2' AFF. 14 �/ --. -_ _ _-- -. . - _ � '� - 19'-2 1,'z' 14 � I' _ ----�'► - \ 1 I ------- - 19'-2 1/2 AFF. _ - - --- - 31O - 1 - --- - - --•_. _�- I 3.1p t � i BEYOND 25 � CD 23 33 g 1 11 c I 11 /I� I - 17 I 33 23 3.10 v ^3.1p 3.10 3.10 _ 3.10 v 3.10 did / Jim T,O. CANOPY _ 1 33 23� I 4� 1 14 - - -- --- - - ---- ---- -- 15'-6' AFF, I I '!1 - - - --- \ 14 i 13 14 16 '�� 8 IL 14 16 SII •=3.11 I 43.11 43.1! 11 3.1E T.O. COL. \� � �_ T.O. CANOPY_- T 15'-4' AFF. -- - ---- �.-_- - __--- -_-- - - -- _- -_ = _ = -- -- 1 � -- _ KNEE-BEND Ip 0 �� T*..c 7/� _ -----------� . KNEE-BEND lE C./ 30' 24 -- �� ^i \ - A 24 43.1 24 1 I 9 J Q 14 43.11 �\\ i r IB I 19 BEYOND 1B BEYOND Q B0 3•Ip _ 33 33 23 9 H A3.I1 - 33 33 23 r v -- 1823 23 - - - _ _ -- I a - - -,- --------•--__--_-_ SO. CANC=Y B.O. CANC� it r I .- In 11'.6' AFF. - - --- - _ 1 �-- - -- - -- - --- - _ - -6 AF1 _ �6� _ _1. _�L 6 6 - _� � 4 6 �_ � - \ _� 6 13 B.O. E.IF.S. _ _ � E.1F.S. _ II _ -�-- 1 3.10 3.Ip __ -- -- - - - 3.IO 3.10 - r3.1© 43.11 AFF. A3.1) 3.10 3.10 3.10 n v W-4- A.F.F. 43.11 .---'�` L--•�----' g � -•-----' L_-_ I � ! PROJECT NJ. S -{- 1-----r-- -- -- --T----r--�--7 T__� 3.10 ------I -t�' S7IE5t� 3.10 _--?-----' �5 ' _ �-- -- � �---- �--- -- r - r --- - ----L------t--�-- L-_,�LI - - --- I - ------------J L---r 1 7----r---- 1 L rav� OOI --__ 10 -, r-_I_---�--- -- -- ---- I--- - --I- ----, -- r---_ f_ f --- ------ L J - --------------------- L-_4----+----! - _- F -_ _ - --*--J --I - L----- J L----' ---� -- --�-- - -- --------- L--_,�� REVISIONS - - ----' I -- L---1 -- 1 - ---- T r-- -- - I - GI'Y GCv`.1o` BEYOND -- -- 1 __I--r____ __-_ -_ J �• BEYOND -- ----,- TBEYOND BEYOND I J � f•---- � 7__7..__7 7 ------ _---- -- 1-18-02 I I' I r- (`__-� BEYONDBEYOND BEYOND BEYOND -- --- - I I -I-r--'--;----r-1- --i- - . -I I L---+---J 9of -1 _.r_ _r _. ��� --- - --L. Pacific Hwy 13500 f3UP2001.00327,S8T2000.00027 -LL_ 1------H F--_.- -L--- F- ------47 T-- - --L L 2 r-----_-�' - 1 -_ I _ __I__l_.1_ _L_7_ :__I-_ _1 ---- N. 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I I �I I I ��L_...I_ �1L___ IJ IT IS DUF TO THE QUALITY OF THEN0 30_ ORIGINAL DOCUMENT £ 8(Z 8Z LZ 9Z 7 tL 6 16 [Z 06 T I BST + L[ �t g[ 1i 8[ ZT [T I off[ 0 L 9 9 f S S �T�u,10 (III (ill llilllllllll�llll�llll I1111l111I��I�I IILI�IIIi LI►I�IIIIIIIIIIIIIuIIlIII11�(III IIIIIII11111111111�111 IIII�IIIIUIII�IIII�III►111��1111 Ii�I�1i1i llllllilllllll�►l IIII�Ili111�1� � lilll�ill►Nii i R AFF. --- I I�� t w A I J WALL SECTION KEYNOTE a B I� EXISTING CONCRETE PLaZa �F Ext5TING CONCRETE CURB I V1i i 77__P EXISTING CONCRETE FOUNDATION SYSTEM I ✓ i/ EXISTNG CONCRETE SLAB I T.O. PA_RAPETA EXISTING CMU WALL - TO BE PATCHED AND PAINTED \ P VARIES AFF. - „ EXISTING CANVAS ALINING ! GUTTER TO BE REl"CVED (TYP.) T -- 3 -m• �\\ /// - EXISTING BRICK COLUMN 4 PILASTER *Til ♦ T.C. CANOPY ----A'_/ O EXISTING CONCRETE PLYINTH CURB v TI_I` T S o G - - ----^--� B A Q E EXISTING CONCRETE WASH TOP 3LCFE 43.11 O W/ STEEL- PLA-E Ei"IBEDDED TCP OF COLUMN 4 PILASTER y \ ♦ --- - 8'-8' - I•Y Ifo 14 16 � � '� 10 EXISTING ALUM `.UM STOREFRONT SYSTEM (FAINTED) -Atia GQ Q''?O T,5, 6 x 2 x 3/16' 503- � .•y,S - I A3.11 A3.11 I' INSULATION OVER SHIEAT"41NG INSULATION BE PATCHED AND E I�2 RIG I CCN'. 1 x WD. SPACER 58'Cr d�QSGr�- ry' G,^ 1 1 _ _,._ ___ T.O. EXIST'G CAN 12 EXISTING BRICK VENEER T.O. CO_L. + - -- - - - � - - __= I5'-4' AFF. TS b x Z x 3/I6' - - - ---- - PREF IN. STANDING SEAM ROOF - lb'-4' AfF. I '` ==• •=m - -/ r' i3 EXISTING ZTR'UCTU KNEE-BEND - n - _ T.O. EXIST'G CANOPY \� \� RAL ROOF / WALL SYSTEM 4 !Ia EXISTING ROOF MEMBRANE / COPING SY T M PREFIN. STANDING SEAM ROOF ROOF FRAMING T T. SYSTEM - SEE 31! / Cy� NG S RUG e_ STRUCTURAL 33 / A3.11 T5 4 x 2 x 3/!6' ` r -- EXISTING CANOPY TO - \ C) BEAM - SEE STRUCTURAL ` 23 8� /r� 9E REMOVED 'S 4 x 2 x 1/4' i u \� TS 4 x x 3/16 \ - \ � � ^� �� -MTL. GUTTER W/ D.S. �`- r \ \\ I ` n CANOPY AWNING TRUSS - SEE STRUCTURAL � - MT .GUTTER W/ D.S. I O 2 SIL CHANNEL �' e CO xII.5 STEEL C-IANNEL FASCIA - GRIND WELDS $MOOT" - PAiNTED B_O. CANOPY I'II L------ 1 _Y - -------------^- 14 GA. METAL GETTER / DOWNSPOUT SYSTEM - PREFINISo4 W'/ PROTECTIVE ROOF MEMBRANE SYSTEM - ADHERED TO STEEL - I_ ...(. II'•6' AFF. � �' .. EXTEND TO TOP OF CHANNEL - CAP ENDS `_____ _ _ _ _ _ - -- - --, _ __- A3.11 SOLID WD. OR APPROVED NCNR!GE:. BATT FIREBLOCKING 11 _ B.O. E.IF.S. - - B.O. 5�.I AWNING _ REGESSEDIN LLEIGHT FIXTURE OVER 10'-0' - - 2 x S' F .SCIS -- U `CTURE (1-HR ASSEMBLY SEE SHEET A3.3 �G=- --� I ---1_ 5.0. STL. AWNING ,� 0 /2 AFF. - - - A3.11 II'-4' AFF. AFF. t 95.0. 2Z 5/8' TYPE 'X' EXTERIOR SOFFIT BOARD OVER RESILIENT C-+ANNELS IL ` LIGHT 5T�_AWNINGB.O. STL. BEAMEXTERIOR INSULATION FINISHED SYSTEM 'E.!F.SJ OVER "/_' RIG0 --- 8'-10 A.F.F. y 9'-2 1/2' AFF. - 23 INSULATION OVER VAPOR BARRIER OVER 5/8' TYPE 'X GYP. BD. - --- - --PREFINISHED METAL CAPFINISH 24 GA. STANDING SEAM METAL ROOF SYSTEM E.!.F.S._ Jsa W ,2, STANDING SEAM NOT U O fa 26 FIRE RETARDANT ROOF SHEATHING - SEE STRUCTURAL - _ - BRICK SOLDIER / SPLIT-FACE -, BRICK SOLDIER / SPLIT-FACEF^' _ - CMU COLUMNS I'-4' x 2'-8' �'I• CMU COLUMNS 1'-4' x 2'-8' 201, BUILT-UP ASPHALT BITUMINOUS ROOFING O PREFINISHED METAL COPING FLASHING SEE I42/A3.11 $IM. � I 't METAL WALL FLASHING - SEE DTL. 3/A3.11 Q REVEAL - SEE DTL. I5/43.I0 � CO / 3I DRIP EDGE 9� 4' FIBER CANT STRIP , CIO X 5/$ ' TYPE 'X' GYP. BD. WALL SHEATHING M � CD GONG. COLUMN BASE ' 5 �I pREFINI$H b' METAL FASCIA GUTTER / DOWNSPOUT SYSTEM CC) 39 b6'4' STEEL TUBE FRAME - GRIND WELDS SMOOTH , u7 EXISTING P - LAZA EXISTING PLAZA - O MITER CORNERS PAINTED O EXISTING 8' FLOURES T IGHT FIXT RE - M 36 REPLACE WITH NEW LIGHT FIXTURE - SEE ELECTRICAL Co ----- -___--- I _ _ _FIN. FLR.(RE_TAIL _-_----- -_- FIN.FL - -fir--------�______-_- --� FIN. FLP-(RETAIL,) >r ------ IL-_-___-_ -�-----�i 0'-0' AFF. - --- -- _. _ _ - - - - FACE OF EXIST'G CMU t WALL SHEATHING o O N B -MART) � ----------------- ------ ------- _ _ _ AFF. `-` /2' DIA. LAG BOLT Wi NEOPRENE WASHER ----- _ - I 3a PLACED ON JAMB SIDE ONLY L_ SWEET METAL DOWNSPOUT L/ N 35 FLANS Le W BUILDING 'D' (COUNTRY BUFI`ET) A CANOPY SECTION BU I LD I NG 'B' (B 1-MA,RT) mo 0 (,o v CANOPY AWNING SEGTI ON TYF I GAL RETA I L SHOFS 0 T`I'F I GAL CANOF`r' SECTION 0 LEGEND D '! SEE FINISH SCHEDULE ON SHEET All 31i 14 O u ... o 9 F ? IZ T.C. �ARAPETb O - -- - --- - - - 25'-10' AFF.-Y -- --- ------------------------------ ----- 1'-8 0 O I I r IS r 1'-8 1/2' - --, --- -- --- T----r----r----- ' '•---------^ ---- 5 ---- - -- -L--------I---A3.11 b -r- --- - CIO e� �4, bbI -g, I SI . b ! ------ - -- !'-8 !/24 f--- -- ----- l --- - - - T.O. ROOF - -I- -L 1 \- 1 - - - ----18-- - ----- -------�O�AC 21'- A . -b' AFf- 20 -1 22 C -� _ i T.O. ROOF_ 1 T.O. ROOF 3 4 - A9.11 15, 43.11 r - - _ -_ - - A3.11 A3.11 -� ---1-- -� �,- />� A3.11 ---.- -- -----, - - C7) / b i 6 -- - ------ ---------- T.O. --- ---------- c� 15 _ / - -- 15 __ �__Ex18`_Gl �' \ 26 /JJ ``\`� _ O A3.11 � \ A3.11 I A3.11 �- _ T.O. PARAPET - -1 - - -- _ _ _ T.O. PARAPET 14 �` ` 16 Zm'-5' AFf• Y /��' -- -- -_ - l 20'-5'is' - ------ ' " N 3.1i v Cob 'f:C-PARx1PB_T�_ _ _ 2 -� 33 /� 3 24 ;/ \ - - - - 4 -- . cV T.O. PAR I A3.11 v _ T.O. PARAPET I4 =�'' ��==// -� - --- - - �� Y H ! 19'-5'1"2' AFF. ,� r. __ --- G� / 24 j- 21 23 s� 34 1 233 -----T` f- �\ _ .�\ 13 /i/ - I B.O. EA_VE r - -- - $.{3.E�4�lE- - 22 23 --� 34 / - 13 3 / - B.O. A / -._-i_ I - " " - - / I J !8'-6' AFF. - -- -- - -- - _ - - _ . \ 13 AFF. T _ 22 23 - 34 �� // -�_ '-6EA.FF _- - _ I __ _ B.O. EAVE - 1•!1_--- �21 L._ 43.11 - T.O. OPENING \ I Il 6 A.F.F. n 3 --�- -- -- _ ZZ - - / 2' A3.11 \- 2: \ A3.11 3.10 ` II N 17'-6' AFF. T.C. OPENING -L./ - I.O. OPENING 5 22i 3.10 SIM. AFF. 6 -6 AFF. &310 22 3.!C - CJ 21 ---� i- -- ---- -- - �j i al d) 1 .,3.11 ► - - 1 v Imo- - - --- _ --i ' •' 3 Im __- - - �, ~ EX G23"�; I 2 35 -,---- - - - -- --- - - - _ - µ 1 1 3 T cm - - -1i•-•��' �, 3 - _`--- 0 m `� I 3.1 3.I 1 I B 0 OPELo OPENING � L 24 r- - 14'-0' AFFN - r--- -T-- 5.0. O_PE_NIN 9 - -- -- -- �--- 1 33 T . COLUMN 3 / �\ �.------- 2' I-I i .Im 3 3.IC - 9 1312'-S' AF ? -- -�- - - - 23 IB -� 9 TOWER / B 15 6 3.10 r_.. ----_-_ __-_ -_-,-- 0 3.10 3.10 Fa , 12 -8 AFF. BEYOND GGNOPY AWNING- , H �---- 33 `� --...._ ... -- _- - -- ---- --- 4 C=Eti t,0. GC_LUMN _ T.O. COLUMN ECTIONS AF.F J m 9'-e' A.FF, I ---- -- -- -- - - - PROJECT NO. Z - - - - - - -- - �'I - - --� ------ - --- - - - --- --- - IRS B.C. bE4f. - _ -----_-----_- $.O EIFS r -_ _ _ 0. IF -„ -- -1--i-- ----I r / - 91�5�0 6 6 9'-6 AFf. T _ EIPS 9'-6E AFF. _ - 9'-6" A.FF. T--�--r-1--,--i-- --- - -------+- - -+ 3,Ee 10, 2001 1 --- 9 I - - --J j 9 I '3.10 3.IQ+ -- I 1 •---1 I '-_ --t _ AAN 5v . BEYOND - -- = ,r---� - - I_--- 1 -1-1-_ - -- - - - -- 1 BEYOND IL ---, I-----I BEYOND i I ! -- i--�- --r-J -I, .GG I . -- 31 _ ___ -__---_-----4 L--.j / REVISIONS--J - r, BEYONDBEYOND - - BEYOND OCT .:.BEYCNU BEYOND BEYOND rBEYOND L_- 1 BEYOND OYOND BEYOND i I F- _- --i I ------L--1-_`- Z_ DEG.i - T J - - S _CC i jp _ --- BF.OND BEYOND BEYOND --- BELIOND _! BEYOND rI--'"-1jI - Y!OND BE-8_D..N. D... ._ __ _I BE r -I - -- - - - - ------_--I BEYOND3 Pacific Hwv 13500 6UP2001.00327,SIT2000.00027 rd r I I I - ! r -- 1--_ I r---I to or 1e 2 1 i--- ! II � L_- 2 '/ �'- L .__ C'__ 1 -- --- ' - - - - - --- :�i56• u312r3?.dwa ----- - - --'-1_==- ---- --- - j ' -- - - - - = - ----- - ----- --- - -- r' _ - -- -- - - - _ - - - -- - T - - -- - - Z FIN. _ ----_ 11I_. -- -- -----.!__-- ------- --------- - --- L---� 1_ FIN. FLR.(RETA ) - ____._ _ �_ /i !� 1 _ - --- - - -�-- d-�=-- - - - - - - - -----I--� ` FIN. PLR. RETAILJ�, AF.F• 0'-0' AFF�4---- _� FIN. FLR.(RETA J _ - _ ---- -----------------•'----- 0 0 AFF ------ -- -- -- - --- - --- -- -- --- _ _ . _ - - - - - - - - -- - - ---------- - --- 0 0 -- '- L --------------- _ BUILDING 'G' - SU I LD 11`1G 'G BUILDING 'B' -- BU I LD I NG 'B' TOWER SECTION - IHR. SEF !-HR. CONST. NOTES � ' TOWER SEGT'I ON - I HR. SEE I-I-IR. CONST.NOTES ,._' �' T'OWER SEGTI ON - I HR. '- . CONST. NOTES • ON DETAIL 21/43.10 cj TOWER SECTION I HR. SEE I-HR. CONST. NOTES I 3m9- _- ON DE-AIL 21/A3.10 ON DETAIL 21.'43.I0 f 1/2" I' C - - ---='L 11/A3.I0 NOTICE IF THE PRINT OR TYPE ON ANY I rl 111 t 111 III III 111 111 I t III III 111 I 1111 111 111I111 I I! 11! ! 1 I I 1111 111 111 111 111 111 I 'I I I I! 111 !W-11" 11111; I I I III I I I I 1111 III 111 III 111 111 111 I I Mc a Q) ,�(04 IMAGE IS nOT AS CLEAR AS THIS NOTICE, I 11-I I IL I_ I I � I I 14LI I I I 1 8 I I I �I I �_I I_l� I I -I V IT IS DUE TU THE ULIAl_ITY OF THE _ _ L. _ _ "+�� w' '."' ORIGiNAI DOCUMENT [ $ 96 G6 Q 6 i6 S� 11,1161 tE 6 t L+It T11111-4111111111'Il t i Bt Gt it o� 8 L 9 A I t lill�llll 11111 11111 1111 1111111 IIIIlIIII Illi�llll►uI�IIIII1lll�Wlll,llulll�ull�ll l�ll�W'Wlllllllillllillll11111 111 u 111 IIfk111 e". :J 1. 1. MASONRY WALL OR _ r COLUMN ----- - --5HEAI4ING r r. -------- ---- --- -_ — --- T f ✓- - — ----VAPOR BARRIER T.S. TRUSS (SEE STRUCTJ--- ' --- WRAP MESH AND BASE COAT / � {- FRAMING At - 2" At BACK ^. EXPANSION / EXTERIOR INSULATION FINISH - < JOINT I A,D MOISI7JRE DRAINAGE I 1 }( - 5Y5TEP, OVER 1142" RIGID ---DRYVIT DEMANDIT OR COLOR PRIME EXTERIOR IN5ULArION / IN5ULAiiON OVER I { ON SURFACES TO RECEIVE SEALANT L' - FINISH SYSTEM _ SVIAPORIBARRIER OVER v 1/ f --- DRYVIT COMPATIBLE SEALANT WITH I E CL05ED CELL BACKER ROD " 4 - -- METAL EDGE TRIM i BUILDING )APER OVER BACKER ROD , SUBSTRATE LAPPING INTO SEALANT WITH CLOSED VINYL TRACK 4' r.. I GELL BACKER ROD ---METAL EDGE TRIM / FASTENER - --- 12 B.O. 5OFF I T I -16 ! 12 -=ry - SEE PLANS / -- REINBORCING MESH ��- 5 Cj T•'�i 4 T M 1 _. EMBEDDED IN-BA5E --- J�6 - - -- _ - ARGHITGG ^ S =L GE(TRACK �, GOAT OVERLAPPING - x ^` / VINYL DRL INA , 5/8" EXTERIOR SOFFIT BOARD -- VINYL DRAINAGE TRACK I R 420 5/V. E5ROAr_ � Ix 1 I CAULK PERI''1ETER OF SLEEVE P047_i AtNO OR a-• " 1 k T I -- 5/8" EXTERIOR SOFFIT BOARD / / BRING NN15H TO END l 1 ALONG 5HEo;THING _ / OF DRIP EDGE I 503-2 20 = - 1 E.LF.S. SYTEM _ - VAPOR BARRIER OVER j - WEEP OPENING I 9 DRAINAGE GROOVES -5EALANT '' 1 1 1/2" RIGID INSULATION WITH SAX. 503- 20 - SLOPE _ - - ' SHEATHING taa►cr�t�lards icat.coT �- EDGE OF BUILDING OR _� - __ B.O. FINISH .. REINFORCING MESH EMBEDEJ )( COLUMN AT SIM. CONDITION I SEE PLANS Y OL; B NOTE: DETAIL SIMILAR > IN BASE GOAT O FOR VERTI�:AL AND SYNTHETIC PLASTER FINISH HORIZONTAL REvE-AL3 l�QQ --- -- SEALANT WITH CLOSED I T ! � CELL BACKER ROD h X NS ON JO NT ^ALL r-AG� ---- —EXTERIOR INSULATION FIN15H AND SEALANT WITH CLOSED /-EXTERIOR INSULATION FINISH M015TURE DRAINAGE 5Y5TEM WITH CELL BACKER ROD AND M015TURE DRAiNAGE I - 1 1/2" RIGID INSULATION OVER _- - ------ _ 1 SYSTEM WITH 1 1/2" RIGID IN5UL ,r VAPOR BARRIER OVER 5PEATHING T.S. 6X2 FRAME - PAINTED I I - TUBE 5T U55 (BEYOND) ' --- TUBE STL. TRU55 (BEYOND) I = I OVER VAPOR BARRIER I I OVER SHEATHING � (SEE STRUGTJ PAINT' (SEE STRUGTJ } PAINTED (SEE BTRUGt.) I i SEAT_ WITH CLOSED I i EXTERIOR INSULATION FIN15H I _ I -__ -_ �--- t - ING CEI_ ER ROD - FRAMIN[ 5TRUCT.) DRAINAGE GROOVES AND M015TURE DRAINAGE r- I (SEE 5TRUC7J C Y L. TRU55 WELDED 5Y5TEM OVER IV2" RIGID I I i %fir. I SE}EATHING -- ----_ 3TL. COL. INSULATION OVER I I - _-- VAPOR BARRIERE OVER I I - ___ —� gY1vTHETIC PLASTER SYSTEM NTHETIC, 5TER 5Y5TEM O FASTENERS r - SHEATHING 1 ' OVER BARRIER I I I OOVER VtR ')NE 0RIBGARRIER � J OVER VQ A R1BGR �� - I F'@AME OPENING � UNDERLAYMENT LAPPED INTO ' SEE PLANS _ - I • .__ 1 __ _________ VINYL DRAINAGE TRACK - 3' - - I SEALANT WITH CL05ED I I E -VINYL3' LEG DRAINAGE TRACK WITHJ I , CELL BACKER ROD I/ SIM, O 1 WRAP MESH AND BASE GOAT SEALANT WITH CLOSED I _ f B.O. TR'J55 CELL BACKER ROD o ti ? At BACK x ,--_�.- - ^T � SEE PLANS - B.O. TRU55 -- O I CON'. CLOSED CELL BACKER ROD AND SEALANT �. --- EE PLANS -__ — a 'Qr //--BRING FINISH 70 END OF DRIP - SEALANT WITH CLOSED \� / f. v - - - v 1 I CELL BACKER ROD MTL. FLA lNG `/�'='_--- -'� 1 - —: B.O. FIP115E1 -1�- - - ---_ SPLANS � N- r i L '_ -- 50EATHING �-\\\ T— BEE PL ANS \ / �- --------- -----J B.O. FIN15H - VAPOR BARRIER O SEE PLANS Ex15T'G STL. TUBE COL. \ OVER 5HEATHING :�_ J.� _ WE�p HOLE (SEE STRUG?.. `-- E G NO'F5Y T�U55 F LAG BOLT U/ NEOPRENE WASHER GANO�'Y 7RU55 S .T MI .F .5. r; RRIF � TRUco 'S5 ! E . .5. T�U55 �'ENETi� TION . . .5 . :�R F EDGE . i . .5 . GANOfi=Y PENS RAA ON TUBE 5TEEL. R E Cl`� 3, , -�„ h I O 3 = _� iCJ 2„ 6„ 6. 3 I " y O O N r --------- •.- - - FRAMING i FRAMING t I (SEE S i RUCTJ --- - - - - `FACE OF SILL Cp 4--- - BELOW aim c _ !SEE StRUGra IOVER II - O O � B.O. SOFFIT FRAMING 1•. ---- 1-I/2" rH1GK 1E.1.F.S.) °O I'j OVER 5HEA7R1 BARRIER --- SEE PLAN I-I/2" THICK SOFFIT (E.LF.SJ 1' ii, - -. 3OVER" THICK BASE COAT IE.LF.5.J �c F r OVER VAPOR BARRIER 1 I' �----- - -- LINE OF E.LF.S. SILL BELOW 8 ` 1 I OVER, BHEAT�IBARRIER I r 3" THICK BASE GOAT (E.LF.SJ BI E Or-OPENING L / OVER SHEATHING 1' E JIM OvER VAPOR BARRIER _ =, P j 2 r/ -_ _ I• t OVER 5HEAT!-IING L y - SEE PLANS 1-1/2" THICK AESTHETIC BAND (E.I.F.S.) I. j ?' I OVER EASE COAT I I - �-- -- .i 1 WALL °HEATHING a� G� SEALANT WITI- CLOSED - 3" THICK BASE COAT (E.I.F,5J �• _ - _ -+ CELL BACKE'2 ROD 1 ' -` - - - ,I Yi II- h� A 1" STANDING SEAM PARAPET COPING �' ON 15t FELL OVER CONT. BEVELED COPING rl ,� SEALANT AT JOINT, TYP. _ CEDAR 5H11'1 - SEE DETAIL. I --- STANDING SEAM JOINT r _ _ ._ FRAMING , r - -- SEE 1/43.10 / -- — PREFIN. MTL. WALL FLASHING I" STANDING SEAM =--, 2X WD. BLK'G. WALL FLASHING A CANT STRIP _ FASTENER W/ NEOPRENE WASHER r,�� • B BASE SHEET TOP OF PLATE • C BASE FLASHING E PLtIS - • GENERAL NOTES D BASE FLASHING 1/3 SEA :^ • NAILED Cil 9" O.G. E BASE FLASHING 2/3 S �� • 1) IF WALL FLASHING HEIGHT IS F ROOFING PLYS GREATER THAN 24" / G COUNTER FLASHING CONGEALED HOLD-DOWN FASTENERS / • so /• ATTACHMENT WITH LEAD D EXTENDS 4" ONTO ROOF, ANCHORS AT 1`10 LEVEL IS r 12" UP WALL SHEET METAL O.G. 18,` • /� REQUIRED. I SHEET METAL FLASHING FLASHING T 1 L A N D 1 --'- - FASTENER 4T 16" O.C. WITH 4'-O" SHEETS. f- y 2) WALL FLASHING TO BE KEPT 15 1 --- `.- % NEOPRENE WASHER � OVER CON". MIN. 4" FROM 70P OF CANT. CONT. 2x1.. P. 14" BACKING A R G �-1 I T C G T S, I°G. ! ,. I6" ( / 3) APPLY SEALANT AT ALL JOINTS I ` OIStL,•2E BARRIER OVER BUILT-UP ROOFING EXTEND ALL 'SHEATHING 14" / 4) WALL FLASHING WIDTH SHALL BE A \ F t� TOP OF BACKING 1420 5./V. BRJA:,hA°' SEE DETAIL 3 48". WIDER SECTIONS ARE i PORT,.,ANV OR --- - - - SEALANT / ALLOWED WHEN PARAPET -� - 4 FIBER CANT " F 503 METAL COPING HEIGHT IS 24" OR LESS PAX: 503-2"0'�.5 . EXTERIOR INSULATION FINISH 1/2" HEM ABOVE ROOF. t58�cr�tildngaGnm'O:_c- \ \ - 1/2" HEM WITH AND MOISTURE DRAINAGE i -T-- SEALANT SYSTEM OVER Ilii" RI&DALL5) NO EXPOSED RAW EDGES AT - EXPOSED CORNERS - OVERLAP AND HEM ' `'-'" T.O. 5PEAT_41NG INSULATION OVER MOISTURE FAS/ FASTENERS SHALL_ BARRIER OVER SHEATHING HAVE NEOPRENE ALL JOINTS. VARIES WASHERS — - GD� NO GOT- NG ® F*RAi�i I NG ^ALL FL.A5� I NG H S _ , I SANT CANT C� RA1� t NG U) PREFIN. I-I/2" STANpINCs SEAM ' - - - EXTERIOR INSULATION FIN15H !� - Z-CLO5URE - GUT TO FIT METAL ROOF OVER MEMBRANE AND MOISTURE DRAINAGE BETWEEN STANDING SEAM 5Y5TEM OVER 1%" RIG1D i- PREFIN. MTL.- RIDGE FLASHING - -- - SHEET METAL CLEAT INSULATION OVER CONT. PREFIN. MTL. FASCIA W/ FASTENER �, MOISTURE BARRIER - CONCEALED FASTENING CLIPS OVER WALL SHEATHING AT EA. STEEL TUBE PURLINS — SEALANT WITH CLOSED \ - FASTENER PREFIN. MTL. CELL BACKER ROD VALLEY ;�( (DO NOT BLOCK - - -- SEALANT PREF(N15HED STANDING SEAM TRACK DRAIN HOLES) METAL ROOFING OVER �' -�--� x'� •' I --------- PREFINISHEC MTL. 3TA,NDINCz /,x2 3TL. TUBE PURLINS T.O. RIDG _ PREFIN• MTL. RAKE WALL i--- _-- SEAM FABRICATED ROOF a SEE PLANS - TRANSITION FLASHING I'-4" (VERIFY PRIOR / ''� i� \ J v PREFIN. MTL. "Z" STRIP ~----� �. -� -- - CONT. MTL. CLIP TU h-A3RIGATION) f `" _.\ - (�^ - FASTENER O - - - PREFINI5HED MTL. STANDING ' SEAM FABRICATED ROOF - - • •.• --,T-- V � � O (SEE gTREIECTSL[EPERS - PAINTED CONI. BUTYL MA3 I -- TUBE STEEL LEDGER PAINTED TAPE 5EALANT BETWE \ I CONT, SHEET METAL CLEAT ✓ M L`J (SEE 5TRUCT.) FASTENER O PANEL AND Z CLOSURE SET IN EPDXY SEALER CONT. M015TURE BARRIER W/ FASTENER - - SEALANT O --- -- ----- - OVER ROOF SHEATHING - SEALANT WITH CLOSED Co CELL BACKER ROD Nt _ am - —--- PRE-FIN. STANDING 5TL. TUBE TRUSS PAINTED SEAM METAL ROOFING (SEE 5TRUCT.) SYTEM OVER FELT _--- "- a DONT. MOISTURE BARRIER TUBE STEEL TRUSS PAINTED OVER WALL 5HFATHING _ (SEE STRUCT.) 00 OC O STANL 1 NG 5 A1�i STANDINGS AidI ST- AN=D I NG 5EANoiiiii1 VALL.E1' ROOF AAL.L RAGE- ROOF RA<r: ENI O ICI -0 --- FASTENER - - ------ WALL SHEATHING � PREFIN. I-I/2" STANDING SEAM --- - PREFIN. S"T. MTL. CAP METAL ROOF OVER -- ---- EXTERIOR INSULATION FINISH - -- SEALANT Cn CONT. MOISTURE BARRIER OVER FIRE RETARDANT AND MOISTURE Df'iAl!�AIsE ROOF SHEATHING -- - FASTENER W/ r- PREFIN. STANDING SLAM 5Y5TEM OVER IV2" RIGID MTi_. ROOF W/ KNEE BEND �� INSULATION OVER / \ NEOPRENE WASHER N CO - - FIRE-RETARDANT ROOF SHEATHING GONE. MOISTURE BARRIER � O O � `- (SEE STRucr.) OVER WALL SHEATHING -- -- --- TUBE STEEL - PAINTED MASONRY WALL (SEE 5TRUCT.) _ -# CONT. MTL. CLIP \�� METAL RETURN GEALABAGKER RODCELL - SEALANT WITS C_0, -` --- CONT. MTL. GLIA CELL BACKER ROD r► \ I \� CELL BACKER ROD ROOF FRAMING II \ PREFIN. MTL. FLASH'NG �. -- METAL RETURN PREFIN. MTL. FLASHING �, - IEEE STRUCTJ -•'I'- � PREFIN. MTL FLASHING � � /- FASTENER W/ NEOPRENE STL. TUBE END TRUSS PAINTED �- WASHER (SEE STRUCT.) I ;� 5/8" TYPE 'X' Ext GYP. BD. CONT. MTL. CLIP — FOASTENER FASTENEF' y 0 — i 1 I �•- I GUTTEP STRAP PREFIN SNT MTL.. GUTTER Q CAP ENDS I/2" x " STL.. BAR SPACER PREFIN. MTL GUTTER MTL. Z" STRIP MTL. "Z" 5Tc IF, OrO' G8 - STL. CHANNEL IEEE STRUCT.) PREFINI5HED MTL. STANDING / PREFINISHEE' MTL. STANDING = -t PAINTED B.O. SOFFIT FRAMIN SEAM FABRICATED ROOF K SEAM FABRICATED ROOF � G8 SrL. CHANNEL SEE PLANS — MITER OUTSIDE CORNERS 5/8" TYPE 'X' EXT GYP. BD. TUBE STEEL EXTENDED GRIND WELDS SMOOTH - PAINTED OVER RESILIENT CHANNELS BOTTOM TRUSS CORD c (SEE 57RUc:T.) PAINTED ` T.O. TRUSS / T.O. TRUSS I SEALANT E PLANS ^E PLANS � lf SEE PLANS -�`— J i N SYN. PLASTER SYSTEM SOFFIT ' B.O. TRU55� SYN. PLASTER OUTRIGGER - TUBE STL. PERS TUBE STL. PERS 0 SEE PLANS Y J SEE PLANS i (SEE STRUCI'.) \ (SEE STRUGT.) N SEE PLANS TUBE 5%. LEDGER / — TUBE STL. LEDGER = MTL. DOWNSPOUT GANOfi�Y TRU55 �A,�G � A GUTTER ASG I A {� � . �005E-7E rR�� _ .��. _ ---- (,�� 5'RUGT.) 15 . � . .5 . GANOI �.A< G?�U. ® G,AkNO�'Y FE,A-\ G eLn — ll _ \ - --- -EX7ERIpF? INSULATION FINISH �`�'- - PREFIN. r-I/2" STAf,JING SEAM J — SEALANT METAL ROOF RE B AND M01;3TURE DRAINAGE / / -�- CONT. MOISTURE BARRIER SYSTEM WITH 1 1/2" RIGID INSULATICN / OVER ROOF SHEATHING DRAINAGE GROOVES FASTENER W/ NEOPRENE WASHER \; / BLOCKING < -UNDERLAYMENT LAPPED INTO VINYL -- T.S. TRUSS (SEE 5TRUGT.) ! / DRAINAGE TRACK WRAP MESH AND BASE COAT 2" �` � METAL RETURN ! AT BACK - PREFIN. MTL. RAKE WALL- TUBE STEEL LEDGER II TRANSITION FLAS"ING (SEE STRUCT.) I I T.O FT'G FRAMING BRING F11415" TO END OF DRIPZO'-20'-13 I/Z"i= _ ___ A.F.F. PREFIN. MTL. "Z" STRIP I -- �_ 1 WEEP HOES TENER FASTENER y- -" +� AND NEOPRENEFLASHING W/ WASHERTYPE "ST" cRYREGLET AND FLASHING /J — PREFINfSHED MTL. STANDING SEALANT k f SEALANT WtTi 1 GLOE3ED SEAM FABRICATED ROOF/ - � � I CELL BACKER ROD f - TUBE STEEL LEDGCR PAINTED SHEET METAL WALL FLASHING BLOCKING (TYP.) _ - (SEE STRUCT.) -- - -�- EXI5TING WALL f RAMING METAL WALL FLASHING OVER 1 —-/ • -- - - EXTERIOR INSULATION FINISH CONI. MOISTURERoar - AND BARRIER 1DEr AND MOISrURE DRAINAGE OVER 5/8" TYPE 'X' EXT. GYP. BD. l SYSTEM OVER 1�1" RIGID INSULATION OVER CONT. M0I57UR(= BARRIER � -_ FRAMING �i ' -- EXIST'G GNU WALL. PROJECT NC, OVER S"EAT"ING _ . ROOF TO FANRAFF.T F 5 c1 V�IALL L I T 18 1�U / R001 ^AL.L RAKE 20 = , � DAT_ F . 1�G�R � . I .� .5 / CRY R��L�T G (0' - -m (0".=1'-G SEPT. 10, 200, DNtAYVN F3Y OGG 23 PREFIN, MTL Vf_4T`HOOD PR W/ I/4" SLOPE' EFINISHED STANDING SEAM ev MEI AL ROOF REVISIONS '' --- -_.-- PREFINISHED STANDING 5E411 /� G CovvEN"= -1 I METAL VENT HOOD / I CGT. ^.O r FIRE-RETARDANT n 1-18-02 PYLWD. ROOF SHEATHING L 1'-4" (VERIFY PRIOR GOVT. BUTYL 1-145TIC. TO FABRICATION) TAPE SEALANT BETWEEN PANEL AND Z-GL05URE INSECT 3CREEN Pacific t HwV 13500 6 aliP2001-00327.SIT2000-0002' 2 O 1400 - CONT. MOISTURE BARRIER OVER FIRE-RETARDANT - PLYWD. ROOF SHEATHING -------__15" WIDE BY I" DEEP PRE-FIN. STANDING ` VENT CUT IN PLYWD. SEAM METAL ROOFIrdG OVER FELL --- - 22 57ANZ:) I NO' 5EAS VENT 25 STANDING SEAM NEWT HOC=) (0'=1'-m" OoALf' SIZE NOTICE IF-THE PRIfJTORTYPE ONANY 1"�i711'IIIIIIII rllllll Iilll I IIII(�I 1IIIf I fllll�l IIIII�1 Ilflllf VIII ( Ilfllll IIIIIII Ilf�fll IIIIIjI IIIIIII IIIIIII fllllif VIII I IIIIIII III I I IIIIIII III III IIIIIII IIS', I �')1� oZ��) �(0L4 IMAGE IS NOT AS CLEAR AS THIS NUI ICF- I �- f ��_ 1 ► 1_�_ / t fl IS DUE TO THE QUALITY OF THE - ORIGINAI DOCUMENT IIII illlllll�i iilihlli illilllli iillllll�illllllll illllllll iullllli lll�lllu ill�llui iluhllllll illsllllillilllllalllhlltillhlll illllllli iiill�lli il�lli',li iu�lull iu�l�l��ill�ll�l� �IIIII�u` <«I�lll„I��El , ' q.. i 6 GIN`cr�U Q• 3,209 'A � ,1 1),H YPGP EXPIRES; &-;�;02 T 1 L A N / -- - -_--_- -- _ -- -e-__ 1420 5 W. BROADWAY LEGEND PORTS so3 ��o e>s°i GENERAL STRUCTURAL NOTES SPECIAL INSPECTION AND �Ax: 5o3-22o•55!a TESTING AGREEMENT -garCn�lllardscnldt.cOm ASsociaLed Consultants. In OA - BEARING WALL TYPE SEE BEARING WALL SCHEDULE Structural Engineers Ti,,�.,,L t.OTE5 5-iALL STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION, AND L�Q� M n riyu.ra u:.00.rwnw.�.PI THE DRAWL-ae SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY v►.c. :wawe.-o.a. .e., xawu-Hey STATED. VER FY DIMEN510N5 AND EXISTING CONDI IONS, AND NOTIFY ARCHITECT LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS OR ENG'NEER OF D15CREPANCIE5 BEFORE PRCCFEDING. THE CONTRACTOR I5 JOIST, RAFTERS 4 4 INCH BEAMS GRADE DOUGLAS FIR 5PEGIAL INSPECTIONS: O - SHEARWALL TYPE SEE SHEARWAL_L SCHEDULE P0575 4 6 INC.a BEAMS $1 MI GRADE DOUGLAS FIR RESPONSIBLE FOR SAFE CONDITIONS AT THE JOE351TE, AND FOR TEMPORARY SUPPORT 2x4 FRAMING 4 STUDS STUD GRADE DOUGLAS FIR I. Tt-E REQUIRED 5PtGiAL iN5PEC71ON5 SHALL BE PREFORMED BY AN INDEPENDENT OF THE BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AND LATERAL LOAD 2x6 STUDS 02 GRADE DOUGLAS FIR SPECIAL INSPECTOR PER SECTION 1901.1 OF THE A414 UN FORM A - FOOTING SIZE SEE FOOTING SCHEDULE SY5TEM5. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM PLATES 4 SILLS CIN CONCRETE PR. TR. DOUGLAS FIR BUILDING GOPZ (UBC, FOR THE FOLL0104IN6 ITEMS: BUILDING ( ODE. DE516N LOADS. PROVIDE SOLID BLOCKING FOR J015T AND RAFTERS AT ALL BEARING L'ALLS O - COLUMN SIZE SEE COLUMN SCHEDULE AND BEAMS. PROVIDE BRIDGING AND FIRE5TOPPING AS REQUIRED BY CODE. CLASSROOM AND RESTROOM AREAS FLOOR LL = 40 P5F G. BOLTS INSTALLED IN CONCRETE AND CMU: CAST-IN .E -BOLT TO AND �� CORRIDORS, 5TAIR5 4 EXITS LL = 100 P5F ROOF, WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATH1iNG EXPOSURE DURING THE PLAGF_-MC T R. HALL INSCON6RETPECT OR PER AROUND BOLTS HOEDOWN TYPE BASIC ROOF LIVE LOAD = 25 PSF UNIFORM W/ 15% UOOD 5TRE55 INCREAFE 1 OR CDx OR STRUCTURAL 11 PLYWOOD WITH EXTERIOR GLUE, SEE DRAWIN65 MECHANICAL - IN51'EGTLE SHALL S AND PER REQUIREMENTS L UTI 1.701.515 GROUND SNOW LOAD = 25 P5F W/ ROOF DRIFTING PER UBC CHAPTER 16 APPENDIX FOR PANEL INDEX, INSTALLATION, AND NAILING REQUIREMENTS. NAILING THE HOLE DEPTH AND GLE�ON5 AN AND VERIFY ANCHOR INSTALLATION 15 PER �Q - REVISION NUMBER 1 A MANUFACTURER'S INSTRUCTIONS AND IGBO REPORT. ADHESIVE - INSPECTOR WIND LOAD = 80 MPH ZONE EXPOSURE B SEISMIC PER UBC ZONE 3 INDICATED ON DRAWIN65 TO BE WITH COMMON NAILS. 5HEARLIALL SHEATHING SHALL INSPECT PER THE REQUIREMENTS OF UBC n01.5.15 THE HOLE DEPTH AND DETAIL TYPE OTING DESIGN SOIL PRESSURE = 1500 P5F TOTAL LOAD MAXIMUM BEARING SHALL BE INSTALLED WITH JOINT5 BLOCKED UNLESS OTHERWISE NOTED. GLEANLINE55;PRODUCT DESCRIPTION;ADHE51VE EXPIRATION DATE;AND 755URE IN ACCORDANCE WITH SOIL REPORT ASSUMED. VERIFY ANCHOR IN5TALLATICN i5 PER MANUFAC rURER'S INSTRUCTIONS AND Ah ELEVATION - WORK POINT ICBO REPORT. DRILLED ANCHOR BOLTS sEGT1cN MARK EGtUIO 5PEGIAL INSPECTION RRED. D. WELDING: ALL STRUCTURAL WD v ELG INGLUDIN6 WELDINb OF REINFORCING ELEVATION MARK MECHANICAL ANCHORS IN CONCRETE THREA DED PORTION OF ANCHOR SHALL STEEL WELDING DONE IN APPROVED FABRICATOR'S SHOP 15 EXCEPTED SECTION NUMBER ELEVATION NUMBER SPECIAL INF=ECTION ACCORDING TO THE REQUIREMENTS OF SECTION 1,101 OF THE CONFORM TO A5TM A301 OR GREATER SAPAI.rITY. INSTALL IN ACCORDANCE WITH PERIODIC INSPECTION ACCORDING TO SECTION 1901.5-5.1-2 SHALL BE USED FOR UNIFORM BUILDING CODE SHALL BE REQUIRED DURING THE CONSTRUCTION OF THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM DECKS, WELDED STJDS, AND 5IN6LE OAS5 WELDS NOT OTHERWISE INDICATED X SHEET NUMBER X SHEET NUMBER FOLLOWII ICV TO MANUFACTURER'5 REQUIREMENTS BUT SHALL NOT BE LESS THAN 4.5 BOLT DIAMETERS WITHOUT PRIOR APPROVAL. SEE DRAWINGS FOR DEEPER EMBEDMENT IF REQUIRED. E. STRUCTURAL MASONRY: DURING PR cIARATION OF PRISMS, MORTAR AND CONCRETE; DURING TAKING OF TEST 5PECIMEN5 AND PLACING OF REINFORCED WI IEN MArJUFACTURE:R'S INSTALLATION INSTRUCTIONS SPECIFY A MINIMUM TORQUE AND dRr_,UT TESTS, UPON PLACEMENT OF REINFORCEMENT PRIOR TO &ROUTIN6, AND DErAIL NAR 15 PC-X.JTINCs SIZE CONCRETE EXCEPT FOUNDATION CONCRETE OF F'c - 2500 PSI OR LESS. THE ANCHOR HEAD BEARS AGAINST WOOD, AN OVERSIZED WASHER 15 REQUIRED. DURING ALL 6ROUTIN6 OPERATIONS, UPON COM*TENGEMENT OF EACH TYPM nFexx DETAIL NUMBER I A w:SHER SIZES ARE AS FOLLOWS' 5" X 5'' X 1/4" FOR 3/4" (D BOLT, 4" X 4" X 1/4" SYSTEM ASSEMBLY. PERIODICALLY DURING THE GONT,'+UATION OF A E YSTEM REINFORCING STEEL; DURING PLACING OF REINFORCING 5TEEL. THE SPECIAL INSPECTOR FOR 5/8" O BOLT, AND 3" X 3" X I/4" f FOR I/2" 4' BOLT, APPROVED PRODUCTS UTILIZING UNCHANGED UNITS, MORTAR,WEATHER CONDITIONS AND OPF.'-tATION 314EET NUMBER --COLUMN 51ZE -4 MEED NOT BE CONTINUOUSLY PRESENT DURING PLACING OF REiNFORC!NG STEEL PROVIDED INCLUDE; PROCESSES. THAT THE REINFORCING HAS BEEN INSPECTE^ FOR CONFOR00 MANCE BEFORE DELIVERY OF HILTI KWIK-BOLT it ANCHOR (IC50 ER-4621) F. HIGH-5TREN6TH BOLTING: INSPECTOR SHALL INSPECT SURFACES AND BOLTS CONCRETE TO THE JOBSITE. ITW R.AM5ET/RED HEAD TRUBOLT (ICBG ER-1312) PRIOR TO START AND SHALL. TEST TENSION OF MINIMUM OF 10% OF BOLTS FOR ABBREVIATIONS � CD 5IMP50N WEDGE-AI-L STUD ANCHOR (ICBO ER-3631) EACH CONNECTION (TWO 50L.T5 PER CONNECTION, MINIMUM). O OM BOLTS INSTALLED IN CONCRETE AND CMU CAST-IN-PLACE - PRIOR TO AND DURING t - NUMBER OR PCUNDS HG:21Z - HORIZONTAL ^ THE PLACEMENT OF CONCRETE OR GROUT AROUND BOLTS. MECHANICAL_ - INSPECTOR 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, 00 5HALL INSPECT PER REQUIREMENTS OF UBC 1101.5.15 THE HOLE DEPTH AND CLEANLINE55 ADHESIVE A C,_';R,- IN CONCRETE THREADED ROD PORTION OF ANCHOR SHALL ARCHITECT,STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH Q - AND NT. - HEIGHT � AND VERIFY ANCHOR INSTALLATION IS PER MANUFACTURER'S IN5TRUCTION3 AND CONFORM TO 45 'M ,`301 OR GREATER CAPACITY. INSTALL IN ACCORDANCE WITH TEST 15 COMPLETED. al -- AT HYD- - HYDROGEN 1p ICBG REPORT. ADHESIVE - INSPECTOR SHALL INSPECT PER THE REQUIREMENT OF UBC MANUFACTURER'S RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM it - CENTER LINE I.S.F. - INSIDE FACE 1101.5.15 THE HOLE DEPTH AND CLEANLINESS; PRODUCT DESCRIPTION; ADHESIVE EXPIRAT ON TO 1`,ANUFACTURER.5 REQUIREMENTS BUT SHALL NOT BE.. LESS THAN 8 BOLT DIAMETERS STRUCTURAL OBSERVATIONI L - LINTEL J5T. - JOIST DATE; AND VERIFY ANCHOR INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS WITHOUT PRIOR APPROVAL. SEE DRAWINGS FOR DEEPER EMBEDMENT IF REQUIRED. AND ICBO REPORT. APPROVED PRODU 75 INCLUDE: i. 5TRUG7URAL 055ERVA7ION5 BY THE ENGINEER OF RECORD (EOR) OR THEIR II! - PLATE JT. - JOINT CD Fp - REPRESENTATIVE SHA-IL BE REQUIRED AT THE FOLLOWING STA&E5 DURIN6 m ADHESIVE TECHNOLOGY ANCHOF'-IT (ICBG R_. Ca�T NO. 4398) - DIAMETER OR ROUND ms. - POUNDS p CONSTRUCTION: CA GUNNEBO LIQUID RDC (IC50 ER-4285) 0 - 3QuaRE LDGR. - LEDGER WELDING ALL STRUCTURAL WELDING INCLUDING WELDING OF REINFORCING STEEL. ' WELDING DONE IN APPROVED FABRICATOR'S SHOP IS EXCEPTED. PERIODIC HILT[ HY-150 4DHE5IVE 5Y5TEM (IC50 REPORT NO. 5193) (E - EXISTING L5L - LAMINATED STRAND LUMEFR 0 c0 0 INSPECTION ACCORDING TO SECTION 1101.5-5.1-2 SHALL BE USED FOR DECKS, ITW RAMSET/RED HEAD EPCON (ICBO ER-4285) A. GOMPLET!ON OF FRAMING t PRIOR TO"VER (N) - NEW LVL - LAMINATED VENEER LUMBEk CD SIMP50N EPDXY-TIE (ICBG ER-52191 MINES M WELDED STUDS, AND SINGLE PASS 'WELDS NOT OTHERWISE INDICATED. A.B. - ANCHOR BOLT L.N. - LOW HYDROGEN B. COMPLETION OF TONER FRAMING t PRIOR TG'COVER. ^ NIGH-STRENGTH BOLTING INSPECTOR SHALL INSPECT SURFACES AND SOL'i 5 PRIOR MECHANICAL ANCHORS IN GROUTED M45ONRY: THREADED PORTION OF ANCHOR ADN, - ADHE5IVE M.B. - MACHINE BOLT C � TO START AND SHALL TEST TENSION OF MINIMUM OF 10% OF BOLTS FOR EACH SHALL CONFORM TO ASTM A301 OR GREATER CAPACITY. I JSTALL IN ACCORDANCE WITH 2. THE CONTRACTOR 5i-tALL NOTIFY THE ENGINEER OF RECORD (EOR) AT LEAST FOUR(4) ANGH. - ANCHOR MBP_ - MEMBER y CN CONNECTION (TWO BOLTS PER CONNECTION MINIMUM). MANUFACTURER'S RECOMMENDATIONS. MINIMUM 1 DEPTH OF EMBEDMENT SHALL CONFORM CALENDAR DAYS IN ADVANCE OF COMPLETION REQUIRINt6 517E OBSERVATION. ARCH. - ARCHITECT MANUF. - MANUFACTURER v TO MANUFACTURER'S REQUIREMENTS BUT SHALL NOT BE LE50 THAN 4.5 BOLT BD, - BOARD MAS. - MA50NRY r- DIAMETERS WITHOUT PRIOR APPROVAL. SEE DRAWINGS FOR DEEPER EMBEDMENT IF 5. IF ADDITIONAL 51TE \/151T5 OR DESIGN WORK 15 REOUIRED BY .*HE EN61NE_R BECAUSE GO2LD-FORMED METAL: REQUIRED. ANCHORS SHALL BE INSTALLED ONLY IN FULLY C:ROUTED HOLLOW MASONRY OF INCOMPLETE OR UNACCEPTABLE WORK., THE EN15INEER SHALL BE REIMBURSED FOR BLi7G. - BUILDING MAX. - MAXIMUM N CELLS. OBSERVE MINIMUM EDGE REQUIREMENTS OF ANCHOR. FROM EDGE OF GROUTED ALL TIME AND EXPEN5E5 INVOLVED BY THE GEN'_RAL CONTRACTOR. BLK'G. - BLOCKING MIN. - MINIMUM L ® CJ METAL STUDS, JOISTS, AND ACCESSORIES SHALL MEET THE MIN. REQUIREMENTS OF ELEMENT. WHEN MANUFACTURER'S !N5TALLATION INSTRUCTI0t,15 SPECIFY A MINIMUM BOT. - BOTTOM M15C. - MISCELLANEOUS A57M A446 GRADE D lFy = 50 Kai) FOR 12, 14, AN:� 16 GAUGE, AND A5TM A446 TORQUE AND THE ANCHOR HEAD BEARS A,'sA!N5T WOC'), AN OVERSIZED WASHER 15 SPECIAL INSPECTION REQUIRED: C.J. - CONTROL JOINT NT5 - NOT TO SCALE GRADE A (Ft = 33 k5U FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED. REQUIRED. WASHER SIZES ARE A5 FOLLOWS: 5" X 5" X 1/4" FE FOR 3/4" 4) BOLT, w METAL STUDS, J015T5, AN!D ACCE55ORIE5 SHALL CONFORM TO THE REQUIRF'1ENT5 OF x CONCRETE CLG. - CEILING NO. - NUMBER 4" X 4" X I/4" f� FOR 5/8" O BOLT, AND 3" X 3" X I/4" � FOR I/2" cp BOLT. THE AMERICAN IRON AND STEEL INSTITUTE (4151) "SPECIFICATION FOR THE DE51GN OF r^PPRO`ED PRODUCTS INCLUDE CLR - CLEAR O/C - ON CENTER fZEINFORGINb STEEL COLD-FORMED STEEL STRUCTURAL MEMBERS". PROVIDE ALL ACCES50RxIE5 INCLUDING, -- - OPPOSITE L BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING;: r-,tHvICES, HILTI KWIK-BOLr 11 ANCHOR (IC50 ER-4621) RESILIENT CL!P5, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER xBOLTS INSTALLED IN CONCRETE OR CMU COL. - COLUMN ORP.ND. - OPPOSITE HAND S. ADHESIVE ANCHORS IN GROUTEQ MA50N Y THREADED F2DD PORTION OF ANCHOR CONC. - CONCRETE OPN'G. - OPENING 0 INSTALLATION, AND A5 RECOMMENDED LL THE MANUFACTURER OF THE STEEL MEMBER SHALL_ CONFORM TO ASTM A301 OR GREATER CAPACITY. INSTALL !N ACCORDANCE WITH x WELDING USED. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. - GONr1 - CONNECTION 0.5)3. - ORIENTED STRAND BOARD � z MANUFACTURER'S RECOMMENDATIONS. MINIMUM DEPTH OF EMBEDMENT SHALL CONFORM SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE F I ` STRUCTURAL MASONRY CONT. - GONTINUDUS 0.5.F. -- CJ 91GE FACE C� O MANUFACTUR_R'S REQUIREMENTS BUT SHALL NOT BE S5 THAN 8 BOLT DIAMETERS X CONNECTION. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RIGH PAINT. WITHOUT PRIOR A'=ROVAL. SEE DRAWINGS FOR DEEPER EMBEDMENT IF REQUIRED. G.5. - CLOSURE STRIP PSL - PARALLEL STRAND LUMBER � C7 ANCHORS SHALL ESE INSTALLED ONLY IN FULLY GROUTED HOLLOW MASONRY CELLS. HIGH STRENGTH BOLTING CTRL. - CONTROL PEN. - PENETRATION ESSEN STEEL JOIST° OBSERVE MINIMUM EDGE REQUIREMENTS OF ANCHOR FROM EDGE OF GROUTED ELEMENT. Gc - CENTER TO CENTER PLC5. - PLACES APPROVED PRODUCTS INCLUDE: DA. - DRILLED ANGHOR PLYV. - PLYWOOD CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE FOR DESIGN AND ADHESIVE TECHNOLOGY ANCHOR-IT (ICBO REPORT NO. 4398) P.T.- - PRESSURE TREATED c C/7 ERECTION. WHERE NOT OTHERWISE NOTED IN PROJECT SPECIFICATIONS, COMPLY GUNNE50 LIQUID ROC (IC50 ER-4285) DBL - DOUBLE PR TR WITH 5J1 RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOIST AND JOIST HILTI HY-150 ADHESIVE 5Y5TEM (IC50 REPORT NO. 5193) DIA. - DIAMETEr2 REF. - REFERENCE � � M GIRDERS. PROVIDE BRIDGING IN CONFORMANCE WITH SJI STANDARDS. DESIGN ITW RAM5ET/RED HEAD EPCON (ICBG ER-4285) DN. - DOWN REINF. - REINFORCING 0 JOIST AND BRIDGING FOR WIND UPLIFT LOADS WHERE APPLICABLE, BOTTOM CHORD SIMPSON EPDXY-TIE (ICBG ER-5219) DTL - DETAIL REQ'D. - REQUIRED OF JOISTS SHALL BE CAPABLE OF SUPPORTING A 100 LB. AT ANY LOCATION IN DWG. - CROWING RF. - ROOF i ADDITION TO LOADS NOTED IN DESIGN LOADS ABOVE. � � EA - EACH 5,J. - SAWCUT JOIN- L STRUCTURAL STEEL EW. - EACH WAY 5HT'G. - SHEATHING � O EL - ELEVATION 51M. - 5IM!LAR Cp STRUCTURAL BEAMS AND PLATES SHALL CONFORM TO ASTM A36, PIPE COLUMNS ENG. - ENGINEER 5TD. - STANDARD = SHALL CONFORM TO ASTM A53. STEEL TUBES SHALL CON!ORM TO 45TM A500 GRADE EQ. - EQUAL 5TL - STEEL C:)o 46 KSI. BOLTS SHALL CONFORM TO Agrt-I 4301 AND SHALL HAVE STANDARD CUT E.J. - EXPANSION JOINT T4B - TOP AND BCTTCM V7 WA5HER5 WHERE BEARING ONWOOL) (INCLUDING FOUNDATION ANCHOR 5OLT5). EXT. - EXTERIOR TBG - TONGUE AND GROOVE T_ c DETAIL AND FABRICATE ALL 1rEEL MEMBERS ACCORDING TO 4150 57ANDARD5. C�! ALL WELDING SHALL CONFORM TO AWE STANDARDS. PROVIDE ONE SHOP COAT OF F.B. - FLAT BAR TBR5TRND. - TIMBERSTRAND am PRIMER ON ALL STEEL MEMBERS AFTER, FABRICATION. FLR - FLOOR T.O.G. - TOP OF CONCRETE FNDTN. - FOUNDATION T.O.F. - TOP OF FOOTING am GLULAM W!;)QD MEMBERS= F.O.G. - FACE OF CONCRETE T.O.5. - TOP OF STEEL GLUE LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE WHERE F.O.5. - FACE OF STUD TOT. - TOTAL CONCEALED, DOUGLAS FIR COMPLYING WITH CURRENT AITC 111 DESIGN STANDARD. F.O.M. - FAC" OF MASONRY T.O.W. - TOP OF WALL FIBER 5 -REi55 IN BENDING SHALL BE Fb : 2400 PSI FOR BEAMS 15 INCHES AND FTG. - FOOTING T5. - STRUCTURAL TUPE DEEPER, AND Fb = 2000 PSI FOR BEAMS 13 1/2 INCHES DEEP AND LE5�). GA. - GAUGE TYP. - TYPICAL Fv 5HALL BE EQUAL TO 165 P51. GLUE SHALL BE OF A WATERPROOF TYPE, GALY. - r_,ALvAN17ED U.N.O. - UNLESS NOTED OTPERW15E MULTIPLE AND CANTILEVER SPAN BEAMS SHALL HAVE FULL 5TRE55 CAP40TY AT TOP OF BEAM WHERE TOP 15 5T .FSSEv IN TENSION, AND SHALL BE COMBINATION GLB.a GL - GLUE LAMINATED BEAM VERT. - VERTICAL P 24F-v8 OR 2OF-v8 ACCORDING TO DEPTH NOTED PREVIOUSLY. PROv,DE STANDARD G.5B. - GYP5UM 5HEATHIN6 BOARD W/ - WITW CAMBER. OF 2000 FOOT RADIUS FOR 5EAr,15 NOT OTHERWISE NOTcD. r,.W.B. - CsYP3UM WALL BOARD W/O - WITHOUT GYP. - GYPSUM WT. - WEIGHT O HNG'R - HANGER IUUF - WELDED WIRE FABRIC L 1 LLNE DEFINITION t (ON FRAMING PLAN5) I (50LID WALL) - INDICATE5 WALLS ABOVE ft{ f : (TINY DOTS) INDICATES WALLF, BELOW (NON-BEARING) 8 i RUC7Ui�.4 . I - - - - - (DASHED) INDICATES WALLS BELOW (BEARING) NOtES MATERIAL DEFINITION PROJECT NO - CONCRETE -- eAND uROUT Ol-18. DATt.' -III EARTH GONG. MA50NRY UNITSR.A^N 002 BY or BRICK VENEER DRAWN atw i /%� STEEL �°°�°o'��� GRAVEL °� mu REVISIONS x -- FOUNDATION IN5UL4TION 2 CANOPY REVISIONS Pacific HWY 13500 BUP2001.00327,SIT2000-00027 13 of 18 S NOTICE: IF THE PRINT OR TYPE ON ANY II i II i II 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE -t- _ No as jb'�M ORIGINAL.DOCUMENT �B 8Z 8L LL 96 I �7 ' 1♦�Z _SIL' Z TG OZ HT 8T LT 9T 4t 6t B[ LT TT���I����T Te_��v L I 9 9 I i S L I TouuaIIIIIIIII IIIIIIIII IIII IIII�I!II IIII 1!I�111�11�IIIILIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII IIIIIIIII IIII Ill( Illllllll IIII III. IIII�IIII ���� IIII IIII III; IIII IIII Illilull lllllllll 111111111 IIIIIuII�IIIllllll Ill( <<UII lll!�Illl lllllll I 1lll1ILl IIII�NII GT PuR ' RO/E��'9� t �G l N P ipy 52.2 TOW ER �o� ORE !2 FRAMING 0n 0, `�• 3 � SOC� 2 GPS 55- di 3 �H'(PG TYP. � EXPIRE3z Fr30-OZ 1 =f tiG � "S - ,EF=Y NEW COLUMN SPACING �� / _-_ EX15T vG TS 4- 'll P4 54. TYP TS DBL TS 4x20 S4. 3 EQU/.L SFAG TYPICAL 4 RUNS _._ -_ (4 RUNS) TS 4x2x% TYP / TYP AT COLS TYP. -,r i 1 _ �T � T A N IP - 1I � I voil _ - T 4x�lp 4 14jo l�f 4x1 N L-17 -"� S.YV. BROADINrkYI •1 rNip Wl�i 26 I I I I t I I Ii .... . ..�'IL` . ... ►"�I t`ttS�4 . . . PORTLAN C8x l.5 I G8xII 5 - 4x2 W�Izi ` fi _ 415 ` IZAZA 17 3 _ 508-Z20 13s 11 L 9I I CBxll.5 C8xII.5 G x11 5 G8x11.5 C8x1I.5 C8x11.5 C8x11.5 C8x11.5 PAX: 508-ZOO 8518 54. 2. 4. P I I I ( I I t°ercnttildndschmtdtcam i � ' OPP Associated Consultants lr.c I 54 Structural En�jineers TYP -81 20'-21' •8 2 -Pi' 8{ :o'-o' -8 -a° -8 2Zm'-¢�' -- �';8 i'J' .p' TYP. _8 1m'•P.'_ -a 1'-O' naowa�..aaaw.m. m,.,ra --- �_ - ---#----*---- - _ T r �-------- �►w.:IeotW�a-aeo r., ;aaaa. a. 1 OPP / Y SEE DTL I/S2.2 FOR FOUNDATION AT FRONT 1 II (12 54. / (0 5 4 OF 81-MART, TYP 3 2 C 13 9 �tttt� EXISTING 7 C I j - _ C M ,� a �� A CANOPY FRAMING PLAN u , _0111 _ I Z4N 0 „ , Q 21'-1 118' 1'-4' 6--al20'-01 00 4" 4'-4' 5. o 13 9 � � s tttttt� X �• 00 CD ROOF BELOW 000 CD T54%x4%x%4 D TONER FRAM I NG PLAN 111... 0� M SIM, TO 6/56.2 � D N N t� S. TOWER , N j 4 FRAMING, mC 00 i T5 4x2x3,{� S5. b 5. I 3 EQUAL SPACES 3 EQUAL SPACES TYPICAL 0 DBL TS 4x2;r_'l„ (3 RUNS) Tl F T542x4/2xr4 TYP AT COLS XISTING EXISTING DIMS. - VERIFY NEW COLUMN SPACING EXISTING EX15TII,G DIMS. - VERIFY I 11 0 COLUMN 1 TYP 5 I -- `. 1E) - TS 4x2x TYP 4, / � GL 8M, TYP 55. _ I II i FI -1 Cn vL � •� 1 1 1 1 1 1 � I l f l � I I Illi ! IIj1 ! ili � x � I am �0� W14x2 I 1- t- I W14x 6 W G 14 6 t4 +' � + 0 TY / I I I I I 14 Ir WI x26 _ _ _ _ _ w . �� �.� •_ ._A .Y►:3_- .1... . i�� . �7. ': �� .� !.�_i,�w.. �fi- • ..w w k .L1. i•�Lr- St.2 �? @ 24T :6-._ - b X - > �e ` �� i 2f Itta� I / 51MPSON HU 5 1/8712- -_ I _EXU-_----' C8x11,5 G8x11,5 C8x11.5 C8XI1 5 _ C.fixll.5 I G8x11,5 C8x11.5 CBxlt / A --r I i �• cn T54/zx4/zx/4 � t .Q , COLUMN i' I _ �GLB 3 1/8X15 5 I � SG 54. I 17 -_-_1 EA. SIDE., TYP w 4• / EQUAL SEE DTL 2/52.2 OPP 4• U _ TYP FOR FOUNDATION, TYP T54 424 2 4 a� --- - - - E -- -•`' - -- - - EQ. T-4' S5 2X8 RAFTERS d _ ,. 4 • -� 105,_1 3/ , -- 1 @ 24" O.G., TYP. _`� S4. O p> 2 3 4 5 6 1 8 9 Im I1 a' _ o i CD Ln CV GA'�OFY ROOF 5HEA7H i NG D 1 APHRAGM \ ROOF` SHEATHING TO BE 5/8" CDX OR 5TRUCTURAL Z PLYWOOD '/ b - )= • 1 A CMU AT BRICK OR EQUIVALENT ORIENTED STRANDBOARD 5HEATHIN& IN5TALLED WITH FACE &RAIN PERPEND'CULAR TO SUPPORTS AND WITH END OF PANELS 5TA66ERED NAIL W/6d COMMON NAIL5 OR 14 6A. BY 1 5/6" 57APLE5 AT 6' O/C AT PANEL ED&E5 AND AT 12" O/C AT INTERIOR 5'UPPOR'T5. W f - �) I'4"x2' 0" CMU CMU PIER W/ lII a 6- #5 VERT. 4 U 54, r x3 TIES @ 8" O.G. C 70N�R FRAMING PLAN Q 4. � Y;' I'-0° _ TYP _ •'r'n - 1'4"x2'-0" CMU -� I WOOD FRAMED Ln 16"X2'-8" COL. W/8 #5 t tPIER/WALL TIES @ 8" O.C.. � CMU PIER W/ i C4) 4 TIES @ TOP I 6- #5 VERT. t W m ) . 03 TIES @ 8 O.C. 4x12 BEYOND-- 1 !" A A CANOPY AND - _ G - I SEE ARGN, /� 6- ss5 4x12--� I PLTOWER FRAMING / `�-/• S2 -� - �- �q A. x TIES %4" SIDE PLATES �! @ 8" O.C. II�J I j W/ 2-%`0 M.B. TS 2x2x%` TRUSSES @ 6'-0"oc 4 TOWER IN MOTAR BEDS W/ i °/ BOT. PLATE wi � FRAMING SEE ARCH, ' I ° I PROJECT NO. 4- TIES Qt TOP � �I 2-3° x12 A.B. S)2 3 / -- - - L � X? I X Ln - C DATL 1 I I SHIMS - I-18-2002 4, TYP 8'' CMU PIER I - S4. / W/ 6-15 VERTS. I I I -- 8" CMU PIER A5 REQ'D. D'QAWN BY 2 / W/ 6-#S VERT5. C�CGKCD 5" : / 2- W/ L S5. SAW GUT(E) 8 AB - tt3 TIES @ 8" O.G. g ' 2 ON OF, TYP ''�_ _ � i - m„ (E) SLAB - - / T54x3p N X' T512x2x 6 (E) CURB TO REMAIN _ 3- u3 TIES REVISIONS ) 2 ACANOPY REVISIONS SAW GUT (E, SLAB w 52.3 l % --- hili= Lu _ \ 12 -TSI x2 4 - - -- - -.. - �`. 4' 2 - _ 55. 54. / --- o_ I / - ;� I/4" � EACH SIDE 1 „ ' /- _ TYP / / -- -- + ,, -� W/ 2-a/4"0 BOLTS -- �'-/, x I-B "" Pacific 7 72000 1- /4 m BUP2f 01.00327,SIT2000.00027 BOLT 14 of t° CONC. FTG. T -6" 3'-0"x3'_0" Ilk 4x12 - �Le EA. WAY GONG. F"TG. W/ 2-#5x2 -6 i EA. WAY 3'-0" s'4" END �-- AA 8 CANOPY F_ RANING PLAN 1 GMU PIER DETAIL 2 GMU PIER DETAIL B�AI�I "r0 COLUMN CONN . / 2m2 yI' O" - I" I'_0" - I" N I'-O" - I" I'-0" - 0 NOTICE, iFTHE PRINT ORTYPE ONANY tlrillt hilt I Illltlt hill lIf Iltllll VIII r 1111111 III�IIt Iltltlr VIII Illilllll Illll�t 111II�t VIII I IIIItII 1111 11II�IIt�i Illll�I�I�III�I�Iii I I I�III(I Ilf I I I�II111 111 I I May, 1 �00L.� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I�-I _�l_ I _ I I`telI �1 I 6I I �� I -�L � �� I �� I �� I l '� V I IT IS DUE TU THE DUALITY OF THE _ ORIGINAL DOCUMENT E 8L�11118111111111 L9Z Z 6G $ f6 tQ C 8t 9t Lt I 9t it $t t Ilt t 8 6 9 9 ,r $ 6 I�u■ �u( j I I I - I IIII�I►11Il�Irl IlI11�1111�►�ill ���1►11�� llll�lill��ll�l�ll ►llu���l Il1��1111 ��1��11�11111��1►� 111�11111����1�11 1��1�1�1�►1�1�11►� ►i����1�lllllllll lllllll� 11►l�lll�11►l� W U IIII�N11 UCTU 2- 2 X 4 NAIL TO (E) SEE DTL 8/54.1 FUR `�- 2 xPR�p PROF 9q Es TYP. TYp� WALL Q �S a�'N F °s W/ 16d @8" 0/C FRAM(".'.G INFO NOT SHOWN 54. 2' AT (E) MASONRY W.AL t_ 2-51MP5ON A35 ,r ATTACfa Vi/ 5/8" �- - -- TS bx2x3/c LEDGER - - \ 2'' I 1 �!l l► DIRLLED ANCHORS ATTACHTOEA � ..TUC @ 48 O.C.-7Gb I"sn24" = 9 fO'Cb zo, w 53.1 6 THROUGH PL!WOOD W/ - --PRL IDL 3/4 4 A.B. W/ GROUT �, 2 SIMPSON SD5 !x4/ I IF UNGROUTED CELL VERIFIED '- - SIMPSON t4 2 TS 4x2xy4 OUCH YR�P SCREW5 I USE %"0 DRILLED ANCHOR OTHERWISE �'2�,�4"-�`lY2 "-- RAFTERS (DBL � 4 11 f L 42x% GLULAM AT COLUMNS) tic 1 I 1 Ex_ REs e,30-02 r TS a� A 511 V2 \ I / - - 4c 2" /1c [/1"92411 _ - C8x I I.5 - -� TS 4x2xe/ / ' f I I 16 T_ Q - - 3%`x7"xREQD f_ W/ _ %4" END PLATES--J 1 L N D / I - - - I END PL E t = - 6 /s m BOLTS 4c � � 5 -- -t]TL ROOFING 4 v 041426 - N N - T5 3x2x%4"x0'-5" j- I i�_-� j AT ENDS 4 AT EACH / Y20 5 n+. SRO�G�rAY s \ - 1 { - -- PORTLahD dR C 20 2 TS 4x2 RAFTER -r - _ _ � 5G3-Q�O.851� m e T5 bx2x3/,i EDGER o-, I `� S 5 54.1- 15AX: 503-ZQO 851 ATTACH T WALL W/ Waa__- 6 I EE OTL 2/ tbdrGY+®tllsndaCflTla:.co* I I / DRIL' D ANCHOR 4 t i Ar � J I �� .� y END PLATE soctated Con.�.i�..�:.' c Cd) 48 oc EACH (E) 4 I CROUTE CELLS- J - r4 a M mw m.tructurai En�{tneern I SECTION AA (E) STORE- (E) PIER C FRONT. ('E) EMBED PL -'E EMBED FL. 3%'e — -- SIDE PL'S1/4X7 1/2 3 � TS 12x2x Q ,� W/ 2- 3/4" m BOLTS, MITER CUT NE -I BEA( I TO NALL CONN . 5 BEAD TO NALL CONN . tj t TYP. CORNERS E WELD � - -- \ T5I 3x2x34c �1 1f w II-0+ - 1 BEAfl TO COLUMN CONN . � ALIGN' W/ RAFTERS *— �33716 TS 4x2x%4 NIP BEAM T5 12x2x%, BEYOND ° - ° _ I a 1 0 �� C80.5- 4, O ? DF. #2—�" - T5 4x2x°/,c - FLASHING - SEE ARG II I / jV2 - 4x12 DF. #2 1 2 CANOPY AT TONER �' MITER CUT d E S!MF50N —,� STANDING SEAM RUOF 2- SIMPSON A35 - �4� 1'_0° WELD AT CORNERS A35 EA ST'U'D --,SL- ,y� VERIFY- -- j _ - 0 o > o T5 12x2x3/i--- I� 3/b O3/1 TYP. � TS 12x2x3/,c op 70F V I Ew A A - 3 1/8X15 GLB _ I 6 2 �__ 12) o r- _7 ' C8x - TS4x2 --�- --- y4 END PLATES C O M I -_ .. (E) GL BEAM - _ 3, n U) c0 15 D ETA ! 3 1/8. 5 GL8 END PLATE -Co ra0LE5 SLOTTED 3/'6 0414x26---� - �- '� (E) 5ye"x24" GL- 3/16 I I %"x5" PLATE (E) STUDS @ 16"oc--� i 1424" I s CD -- 1/4" SIDE PL'S = 1 = SEE DTL 2/54.1 - � 2-%2`0x8" LAGS I W/ 4-3/4"m BOLTS, I T5vx2x3/i" LEDGER _ —i� %z"x5"xl'-I" (I'-q" ® N EACH T5 (6 -0 oc) TYP. IIIi TROUGH PLOYWOOD 6FA D AT 16 M/ABT) W/ 4 T54 1/2X4 1/2 I I 54. lor2 , I' S „ m N 10 COL. SUPPORT @ g2. -, 3 (E) ROOF E STOREFRGNT- 2 - SIMPSON 5DS /4 x4/2 lor.2 TS 2x2x i PLI/2X10X0 -8 ( ) 5CREW5 2 —NON-SHRINK mc `, i I GROUT � O 10 BEAi�i TO GCLUYN CONN, (o .JOIST TO NALL CONN, I - 2 BEAM TO COLUMN CONN . I @ 6'-0"oc-� ` _ 3 1/8XI5 CLB T512x1 „ z - o 0 / FLASHING - SEE ARCH � a) I (E) BRACING - -- - - - 3 1/8X15 GL8 - �,� \ -� -STANDING SEAM ROOF � UJ ---�--- �CBx=� 5� ��� O �' -T5 I2x2x%, _ 3 - �4''m BOLTS - sne ' L L - PL1/2XIOX0 -8 316 211 TYP. 0) SECTION A-A ro _ T54x2 v 11C.� ! t54I/.X41/2X1/4 — O TUBE STEEL TRUSS . � . —1-! (E) 2'-0"x2'-0" BRICK PIER---- nI �435y2"x0'-11" - 2- /"0 ANCHOR BOLTS I �� 13 DETAIL 2-3/4"m BOLTS 4 TYP. BOTH END OF TS, % 4Xi2 EACH SIDE - _ �' WOOD FRAMED — — - _ — �+ I"@24" PIER/WALL --TS 4x2x34c 51MFSON HUC412, TYP. -- _ 4X12 EACH SIDE , 4x12 BEYOND �'- SECTION A-A TS6x2x34c" LEDGER T512x2 SIMPSON A35- ATTACH TO WALL W/ 3/,"0 DRILLED ANCHOR • EA, 51 DE. , W14x ---- SECTION A-A. BOL75 @ 48"oc AT A --TS 12x2x�,i EACH (E) GROUTED 4x12 ` 3 1/8X15 GLB CELL ,4 CONT. DBL. 2x12 - - 2 2 I JOIST TO NALL L CONN . / END PLATES @NAIL IST PLY N1 o C. To 4xi'S�\ ^ h --- TS4/X4/X/, 7 B EAI'1 TO B EA1 l CONN , _ \ 1 ----'4c"xl%2" SLOTTED 2x BLK'G. NAIL 2ND PLY W/ 2 \� Is N-0" HCLES, TYP �' ROWS OF 16d @ 161' 0.0 x A I / W14x BELOW -� A ---T56x2 LEDGER - DHL. 2x12 FRAMINCs DETAIL$ 0414x26 �-- 51MP50N H6 2-SiMPSON M5T172 -�= 1 '� -'`�/' 4 ' BEND q0' @ CENTE ( ---TS 4x2x3/,c --- SINP50N H2.5 /� / 2 - T54x B NAIL TO CORNER EA.. STUD. VALLEY RAFTERS ! DBL. 2 X 8 HIP. AS SHOWN ~ . T5 4x2x34c + SIMPSON A3� @ EA. STUD TYPICAL _t PROJECT NO. - -_- ,T (E) PL TO RE,-1AtN -_ . _ _ _ �,'. I REMOVE (E) STI. TRUSS N qr �►� \r/-MTL ROOFING 4x!2 BEAM j MITER CUT 2x BLK'G, ATTACH TO I AS REQUIRED =47! TS6x2x3;e W/ 3-3/4"� - STUDS W/ SIMPSON A34. I / ADHESIVE ANCHORS C8x CQAYvty B- I lor2 -��----Q T56x2x3/i ATTACH TO 2x6 n_ ;! 4c V i LEDGER THROUG'� PLY'D. W/ l"�` 34 REVISIONS \ 2-51MPSON SDS /4 x3%2 _-- 3- SIMPSON A35--� -' SCREWS �� 16"OC �' 4 Q2 CANOPY REVISIONS T512x2x346 W/ 3-B/4"0-, - -- - ---- --- - — — -2 - 75k, a V2" PLY'D ,�DHI=SIVE ANCHORS �� --- 2X6 LEDGER NAIL TO VALLEY RAFTERS 4x12 I ® ® J EA. STUC W/ 4-16d ✓k NAIL E EACH SIDE TO BLK'G. W/ 16d @ 6" O.C. STIFF 4 s 4. " (E) 2'-0"x2'-0" BP,ICK - — W/ 2- / BOLT-- -_ or - - - — — 1/2" PLY'17. t ie Y x5 xREQD 2 X 6 STUDS @ 16 O.C. j •, - TO WF BM 3J6 COL. FILA57FR 1 \ __- - ---COPE AS REQD 1 MITER CUT AT ,� � a �2 4x12 � I ' �---T.. 12x2x 4c __ 2x4 BRACING 04/4-12d 11 CORNERS TWELD- EA. END @ 48 O.C. V2t 3/s'X3%z' STIFF f- /' W/ 4-3/4"0 BOLTS Pathic HwV. 13500 3 crl r SUP2001.00327,SIT2000-00027 ALIGN W/ RAFTERS �� - ---- -0414x26 TS 3x2x / \ '!c-, trot to END -r Yo b _—__�. SECTION AA -- — CBxI l.5 T512x2x34c ELEVATION ~-- 17 BEAYI TO COLUMN CONN . 1 '4 DETAIL - _ _ 11 CANOFY AT TONER: 8 ROOF EDGE AT TONER. �4 BEA1"'I I O BEAM AT CORNER S 1 s 1 •-U - 1" 1'-0' - \ 4. 1 NOTICE: IF THE PRINT OR TYPE ON ANY I I II I I f I l I I I I I I l I I I l I I I t I l l l I IIIIIII V I I I I I I I I I I I I I I I I I I IIIIIII V I I I ! I I I I I I I I I I!111 V I I I A I I l i l l III 1 1 1 1 I 111 I'! I I I I I I I V I I I I I I I I I I I III II I I I I I I I I I I t III I I I I I I I f I I I I I m a ar]� CI�14 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- - � ! -_- � 4l y I -�_ I s I I I �}�i ( 1 I 1� 7 I I IS DUE TO THE QUALITY OF THE - VI No.36 � ORIGINAL_DOCUMENT (� r tlll,�,11 IIIIIIII Ilii NII (IIIIIIII IIIIIIII! (III lilt t t ILII llllllll lllllll�!llsiilill U1111N IIIIINIi PUCTl19 i3'-2' 13'-2' jqjE.O PRoj GNFt --- --- --- ---- }��"� 1 ,209F' 13'-2' 3 -2' I �,/\ �-•- DBL 2 X B HIP BEAMS b 2 X 8• $4"0/0Iz- 9,Y0A/C �NAGP �`v DBL. 2 X„ HIP BEAMS I _ f \ 3/4 FIRE RATED ExpIRE°.� Fr30-�1� Z X 6 • 24" O/G i \` % PLYWOOD SHEATHING 2x SLKG. 3,'4FRE IRE RATED = f - �-- 4 x 4 POST T I I- A N :7 T SG ?-4 4 X 4 POST \\ �� I /�- f-- 6L.SM•-$ft i RAMIN6 PLAN �- 5!MP50N BC40 \ X420 S.W. SRO. ✓/�.A 51MP50N H2.5(TYP) 51MP5�N BG40 /' /�� = x ? 0 24'O/G �. � \ rORTL.A1vD GR a''20 6L. SM. -SEE FR4M'NG F-Al, / i 5 I/8" X 12" bL. BEYOND '303-��0'SSi� - % *AX: 503-X30.55!8 �- t6arcy^•tl IdndBGhntdt.GOt1^ /- Associated Consultants ::; L 5/6" bYPBOAR: Structural Engineers 2 X 8 BLK'G • 24" O/C neo s"'.aw a,30.z.U_ 2- I2d TOENAIL5 EA.519E(TYP-) TYP P ..w.n wa��..ti4" V5L,2 X 6 • JAME� EE'l'V,0 5.6' 61105CARi y 2- 12d TOENAILS EA.SIDE s . I I T5. bx2h3. o I T54 1/2X41/2 COLUMN WELD ALL JOINTS 2 x 6 �",D5 o' DBL. 2 X 6 • JAMBS BEYOND. BEYOND A/9/16'FILLET. 1 T5. b X 2 X 5/16" I I �- GUT FROM 2 X 6. 16" 0/G. y T54 1/2X41/2 COLUMN WELD ALL JOINTS 2 X 6 5TUD5• Ib' G' - / — i2C • ib" O;G BEYOND ry 3/16" FILLET. GUT FROM 2 X 6 • 16" 0/COL. T.O.FRAMINCs I DBL.2 X 6 ATTACH TO DBL. I I 2 X 6 W/2-SIMF50N A35. O T.D.FRAMING - - 91'-� DBL. 2 X 6 ATTACH TO DBL. I I I 2 X 6 W/2-SIMPSON A35. I I I 12 � � 0 I I I I I O ch 4XI2 I I � 54.1 I I 8 12 \ I 1 C- i ' o 00 II II II SII � f II II II II 2x4 BLK6. r/ M j I I I I I I I 51MPSON Z24 Z X 4 BRACINGI . 24" OG o CN v as I c O 4- 12d EX END N • 46' O/C. I I B.O. AWNING A� c0 c W N .- 0 0 v 8.0. AWNING I I _.---._--__1 n _�—..__ -- --- 1 I � O 1 BUILDING D TONER SECTION 2 BIULDING D TONER SECTION JOISTSPERP. TOKALI z Y21 - I'-0' - yz' - 1'-0' - pp CLU) �,tPII I� 2 X b RAFTERS • 24"O/C T.C. PONY WALL® RIDGE 3- STUDS• HIP BEAMS // O i 5/4" FIRE RATED V_ DBL. 2 X b HI? BEAMS - PONY WALL • RIDGE 2 X 6 LEDGER ATTACH - �\ PLYWOOD SHEATHING N II I 5 �- 2 X,& RAFTERS • 24" oiC /� 3- 5TUD5 • HIP BEAM5. TO EA. 5TVJ VV 5- I2d am I! 55.1 / 2- 10d TOENAILS EA.51DE 1411111 �• / 2x BLK'6. � AYS- /,— 2 X'b RAFTEIRS®E 24" O/C % I T.O. RIDGE +Tyr. / i \ PR. TR 2 X 6 ATTACH TO WIP�.L W/ - / -- - _ ` 9/4" FIRE RATED J 5/8" 0 DRILLED ANCHORS a I PLYWOOD ShtEATFiIN6 i` T.O. RIDGE B.00EAVE 5 GROUTED CEI / BOND BEAMS - - -- (48" 0/C). II 2x BLK'G. 5/4" FIRE RATED w DBL.Z X 4 ��� � I - � PLYWOOD SHEATHING 2 X b • 24" 0/G 2X CONT. FASCIA (N) 2 X 6 ATTACH TO —� 2x BLI<G. SIMPSON LUS HANGERS EXIST, W/ 2- ROWS OF I2d ® b" 0/0 TO TOP \`_ DBL.2 X 4 \\ /� iE 4 - _ PLS. OR 4- 12d �s EA. IX %/� C _ —�-- �.0. EA_VE , (E) STUDS. 2 X 8 CONT. FASCIA 2X6 5/8" 6YPBOARD,TYP. T.O OMEN NG - -- =- B.O. EAVE _ _^ 5l8" 6YPBOARD, TYP. I I 2X6 . 24" 0/G III I 19'-0' 'C' �2 `✓c:' .:\ 4 X 8 HORS. • WINDOWS III SIMPSON SD5 1/4" X 9 1/2' I III T.O. OPENING - I � 18'-a�' 8 r I I • EA. GCRNER. (TYP) TS.6 X 2 X 1/4" WELD �I III 2 X 6 0 24" 0/0 ALL JOINTS W/5/16" FILLET. III III - 54.1 1 PROJECT NO I- TRIMMER t I- FULL HT. �I III 4 X 8 HORS. ® WINOpWS I III 51MP£ON SIDE, I/4" X 3 I/2" X X I STUDS o JAM55. • EA.CORNER. ('n'p) T5. b x 2 x I;4" WELD • BLDG. B' 51M.,TYP. GUT FROM 2 X 4• 24" O/C . 1 /II III I ALL JOINTS rU 3/Ib" FILLET. - - DATE I I B.O. OPENING III III I-18-2C0 13'-II' ��-- I- TRIMMER 3 I- FULL HT. GUT FROM 2 X 4 • 24" O/G --�� / STUDS® JAMBS. �+ - ESC gEA� DItAWN D7 ____ I — - --- - a_ I-- ----- - - - - -- ---�-- III \ B.O. OPEN>tiG �� -- ---- - ---- - - ---- 8' CHECK= p`i 2 X 4 ATTACH TO 4 X 12 BEAM - --�- //-k I - I I % YV/SIMPSON A35 (A-5 EA. SIDE \\ \ �I -------- -- — ._ - - �_---_ 13 -II' % ' OF DBL. STUDS ® JAM85). REVISIONS .� SIMPSCN A_'5,EA. SIDE - �� \ II — 2 X 4 ATTACH TO 4 )( 12 BEAM I I 2 X 4,4- I2d EA.END \\ I / S QCANOPY REVISIONS 1�--�- W/ 51MP_ON A35 (A35 EA. SIDE I I ' • 48 O/G. \\\\ // `\ I III • TOWFitit �' X OF DBL. STUDS • JAMBS). -- �\11__�\� B.U. BEAM = ---- \\ \I\ III 51MFSON A33,EA. 519E 2 X 4, 4- I2d EA. END • Toom 'G' 9 -8• --- - - -- 1 Pecitic Hwv 13500 I II I I I SUP20081.000127 SIT2000-00027 I II I I I f is bU LDING 'S' TONER SECTION 4 BUILD_INGr ICI TONER SECTION 5 E3UILDING_ ' E5' t IC' TONER SECTION 5. 1 �....: _ ,.. ••-�- ................ ...rte.........,.�- �.............. .. ..... .«..�,..,..,._..,.� .,....r..,,�...-... __. _. ,.. ., _,_. -.. -- '. r ...,..:�. ,. ... ,,,..o. w..,,.....♦... i..:,r. ..�...r...eM,io.4.:.miM.•PAi11RfMY.I?p4/:l:Y!^ft .,.,W� ... ,. �-, rte. .. .. .t.�••XIIiRPIh1Li'wwiu„.!'ai.+, nM rd "..� .•. NOTICE: IF THE PRINT OR I YPE ON ANY rl 1 III 1 1 1 1 I 1 I I I I III III I LI 111 III III I I I I I I III I I? 11'1 1 1 1 1 1 1 1 11111 III I I III 111 III 111 111 I'I III III III I�I III III III I I I I 1111 I I I�I III 1(I 111 111rlllllillllllllll 7 oo4 L I I I ll — ? - - __ . L__ 4 I 151 I I I fil . I � I 81 - 9 I 1UI I I 11 111 a�i a , IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ 11 IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �£ L 9L L�L 9Z I Z I bL 8 L I6 08 8I t LT 9l it-Tt --4t E[ Li Li�I i e I �L I l-U I 9 I 16 I iS �S tonus II III��I111�II�IIII�IiI1�11�1�►��►►1111►I1��II��I I�II�IIII�IIIIIII�Il1IIIIIIII�IiLllllll�ll�llllll \Ill�l��I I ILII(���������11�III�III�IIII�II11�1�1 IIII IIIIII��III\►►II II LIW111111I1 III►1►111i1�►1111��I►1aII11illlill111111111 lllll�llll�llll111Lllllllll� l • I' ll i 1 .1 �r .ED PROF � 1 7 O L GON A, hILL1AM9 J EXPIRES 12/?1/02 7I � �4 '� I7 / � CHINlI I r;� T AitGHIT■ CoT6,t•L. 420 S.W. BROA::)AA e PORTLAND OR 10'20!p 505-220-t5117t NOTES THIS SHEET FAX; 503-220-851b tedreh�tildrderrrnldtGom O1 TERMINATE CIRCUITS IN HOUSE PANEL '2H' LOCATED BEHIND BUILDING 'C' RETAIL. 0PANEL '2H'. NEW 30 CIRCUIT PANEL FROM PHASE 2. i I 0 EXISITNG TIME CLOCK. FEED NEW CANOPY LIGHTING THROUGH EXISITNG TIME CLOCK. H � � I 0. 2K-10. A' A' 2H-8,10. I 99 ■� 1 .A, 1 A, - A' \ 'A' I O Q Cm1 2H-17. O C1 I o \ N 1n == _ _ CD 21-1-14,16. �� • � ch A' CL O O N 10 C:D A� rn L C) LUMINAIRE SCHEDULE r- M . A• e _ r 00 TYPE: 'A' DESCRIPTION: EXTERIOR UP/DOWN WALL MOUNTED HID LUMINAIRE. Waft% V i 11 a HOUSING: 6" DIAMETER BY 11.94" DEEP BY 12" HIGH DIE I, a CAST ALUMINUM HOUSING IN A CYLINDRICAL � r' r� SHAPE r t WITH DIE CAST ALUMINUM DOOR FRAME. ■ 00 LENS: OBSCURING. _ REFLECTOR: SPUN SPECULAR ALZAK. i FINISH: AS SELECTED BY ARCHITECT. LL Ail BALLAST: —20 DEGEREE, CWA , HIGH POWER FACTOR BALLAST. UL LISTING: UL LISTED WET. O •a LAMP: ONE 100 WATT METAL HALIDE LAMP. L INPUT WATTS: 142. MANUFACTURERS: MCPHILIBEN 103 SERIES, LUMINIS OR APPROVED. 0 A' TYPE: 'B' DESCRIPTICN: EXTERIOR RECESSED HIP DOWNLIGHT. O O HOUSING: 9" DIAMETER DIE CAST ALUMINUM HOUSING. 21-1-14,16. I �I i RLFLECTOR: CLEAR UPPER REFLECTOR. II BALLAST: -20 DEGREE, CWA, HIGH POWER FACTOR BALLAST. LAMP: ONE 175 WATT METAL HALIDE LAMP. INPUT WATTS. 192. -D 2H-16. MANUFACTURERS: LITHONIA AH 175M 9AR SERIES. OMEGA, � PORTFOLIO, LIGHTLOLIER, PRESCOLITE OR 0 1 CANOPY LIGHTING FLAN APPROVED. 1 1/16" = 1'-0" LUMINAIRE SCHEDULE GENERAL NOTES Q) 1. THIS LUMINAIRE SCHEDULE IS NOT COMPLETE --- - W ',' WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING = B' 1 THE ELECTRICAL SPECIFICATIONS. O - !- 2. VERIFY LUMINAIRE VOLTAGE WITH BRANCH CIRCUIT Lr) SUPPLYING. POWER TO LUMINAIRE PRIOR TO ORDERING. �- 3. METAL HALIDE LAMPS TO BE 3900K WITH A MINIMUM N A A' CRI OF 70. M 4. VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS. I LKs�l7iNG CANOPY MAN EL�C'i'R1CAL PRC.)E_CT NO DATE : -LJLY !91, 2COi DRA;^tN BY r-F6 GHEGKED 8" : MJ REVISIONS 04-05-20Cl 0i-20-20E0 Pacific HWY 13500 13LJP2001-00327,SIT2000-00027 1701 18 p INTERFACE ENG_INEERINL, Con cult i ng Engineer! -- 6542 SE Lake Rd. I Contact: MARK JACKSON Milra*e, OR 97222 Project 98261 5U6655.9.9029 94 A� NOTICE IF THE PRINT OR TYPE ON ANY TCr I�r r�i III III III III I I III 111 III 1 I lel III 111 111 111 111 111 I 1111 III III III 111 111111 I I IIl 111 111 III I�I 111 111 I 1 I�I III I�1 I I I�I I�I I�t III III III III I I ail 1 4 � 1� � 8 IMAGE:IS NOT AS CLEAR AS THIS NOTICE, l —�-1 � _�_�. -�_.. � IT IS DUE TO THE QUALITY OF THE _ "°'a ■ �_ 1111�1111���1�1111iii111�1Z1►►►1i���L1Z 9 ��4��t►�►�,���E�� 1��1►11��L��►�►���t�E���������Z�������8��l��►���B��I�����►�L►�1� 9��t���� ���� ������►�� ���� ���� ��������� �► �►►��� �«��►��I� ����►I�u <<���>�»►��� 9 i �>S L�I�� 11 ORIGINAL DOCUMENT 6 9 11111111�1Z111 ..•1..1Li■ :I x)LL nc.x-x,trw,,, I ,� i r.,l�'tirr■L -- ��NUI oil1 his plait shows the cantilever I I-pile and lagging wall work required Ir the Tigard Marketplace L' i 1 project in Tigard, OR. Only those portions of the stnicture necessary to clarify the work of Subtena �. I' """""r""'""•""'r" M"rrl. I•-ngineering & Construction Corp ha%e been shown. W iris �•. I i w.• :,r ».T-r•r•r►rDesign Assumptions: ----- _•-" it 1 255 U•~'�•sLY.r�•LYiNWI,�-.■ir The soil conditions are assumed to be scifi to medium to self!• SILT as described relxl,! prepared by I 0 w.,r■ra rr r••v w• .... •'r r """""""^" Kleinfelder Otx)teclini-al. Ilse cantilever walls were designed using the Shorir,b program developed ! �° ► __ _._ 1-__i , - 1_ _� _�,.i o by 0vil Fech. 'Ilse following soil parameters were used in the design i r.-'tet..r...•r",........ii-- � � ,� Active Pressure 60.5 pet Passive Irressuwe O p i3f I)nit Weight - 110 pcf ! y Materiab: I1- piles . A572 (314 \� \ s I B � r,.. ,.r.r ..we A,,. WAIS If� t 'uncrclr 3000 psi (lot-the length of pile embedded below grade) I'' Wood lagging: !tough cut Douglas Fir N2 or better , TCE'ATWO �'o " -- t.�.■: I E o f / .rrr r y rrl w r rn••■.r ■ • --. ..ra..■r w,M+■JT.fir ra. �� {{{ In!+taliatiun Sequence: I r ,t I Prior to. the start of work, the wall line , top of wall elevation iutd pile locations shall b� - - -'— located i.nd staked and additional offset stakes .r.... . ., R...QIIr,,, .... aa, ar.o.. ,..... .... Flt- C f 4A66/NC-i WALL ,. "°° '" •° """" "" "' ' "' "" �' Fiocavation shall Ix- made to the top of wall elevation with a 10 fix)t wide drilling; hench At 1 � . ,pr7a R. a{,rt1O o1■W.•,M •11r' -.rlfl. the existing bin wall, the hin wall shall he removed (by others) Is slotted sections to the I � �� �j 5 T v 3-+00 �``"`O"'r" extent that it i5 sale to install a portion of the Iles and lagging. Afterward, the remainder rolta.r■w SL)RITIG LIN. 1 p ��-' �' 1 = so of the bin wal shall be removed and the remainder of the piles and lagging installed. 3 'I'lie I I piles shall he installed by drilling a 2 foot diameter hole to the pile tip, the steel pile COQ DCSCXMMt)h installed and the concrete installed Irons the top of the drilled hole. r I •; �+ t ` 4 Alter installation the I I piles shall be cut ofi t„ the top of wall elevation noted. 5 The wood lagging shall he installed behuxl the front flange A'the soldier piles lit vertical lilts NAM , rr:.-•• •� '-� of five feet (or less if thr soil %%ill not stand vertical for five legit) ' r r.( "rnra r•..aR..•Pwt.. ' • � tI I .r..rrr■w � • , rrir rwr t !-• , Urr"•rt",..L air rI r �,e j�+.I wR w•rr r,rrr I _ i � 1 i f 1`t - �y tom) •� / - � I I ICS � - j � , • V �.. a •grrr r WT w u"rrr r.•r» �'^' If iI fir! •Nr.wove dr OWL Iw•ww. i rrwrrarrrrwr V 1:� 3 f o0-- – E---• wAC LoL __ ._ ___.__—. �►L M rw.rrr r w_� Z Sc+L o/e R / 0 / aw.r •r.. or..rrsnlrr zr ■■w•ia •.••.rr I � a.n.■auo. •,.." u .cz Us..T101 Wr. I .u,.c rrwo rr rr..rwr.r I f -M `"' A • ' _- ' �M��,pro Narfurpacr K1■� U!M SM`p.dk Alr�W.r 1113AR![LDEA rk.rr.orv" A. , aon`wtow�`,wr. v f10ra' ROWNc l.x: • 1 _ _ — ..y ' •, I { �� 111 f•.'' C E ;ESI'..e��, /z,3//o/ ►I �"'°r t; j Ij _ �i „4�I sou-arz(:2 rn0: I �j ` \ ( \ EXISTING I ! � i _---_____ __.1 ► / ' t fCE Ys ro,•%E t�/A rC1 BUILDING 1 Wu.Lrr Mz� �ir�r:..,` T� 2'/Z. fR� �, 31 CJ0 t' ' I ��WI Irrw.rn..Wr•rwrr.a LAG 0 I-C 00 WL R--- rig■rr `J 7 rW rdrrfl r r M/.■r. ►T .r L71� I I �; f _ i:rl:•�nr,(...w ''� I 1 CA7� S To O G F' 4...1iQ l (.. -- a T– X sr)C . X s- i. r.rwl . .w..•.•••• �! I iM0/CArEs •�cT of- Zi�GG/�'G f B - Y X )t X • /tel )I( A T t S / G r�.! r2. 1 i # • ,� ti/a o b L HbG/,v 4 SrA 4-o ry —-- •----- IS�..c +-E ia. ..__ -- - rrwrr r ",r '_ I:E I • rA I I P L N _ 4 I � Rwi s m SLv,oE" 1 1 � �rro n ti rnNa.a .w. ,uu.ctao.nw,■... orrllra.u•rw r.■rrr,...rr.- ` / r, r rr r „ • ' • it .A � .oan w L ar.. yr u■vn,•.. Yr o■ut ` `•'"^ I ' s �'D ` O `r r / , •r r • C i» 1�rTlpr•14wiseepists I y `� 1 9W "Ok RI�Aw■- / ti r ,. 1J /+ N ., rl+ u w WW aoamGLOC. ,...,., C'� N1oN E x/S r/�/G �` SPACES C G -a _ SV�a �, 5 3 ` o -6 (r+ 7-0 .2.9 SartcE S L 6 a - /7'f-a t, ? �, • 1 rlpr..ur"- .�� I _ ., / _ �• � 5 I f�E S g , /^/ SE LT/fi -T- k'EySrcME I it I 1,1A it L � Nv ' X 3 -33 -�r� o � r.. 0� 014E ScN&rDv�E ,a,r_c_Q•,r �� P/� E ley nrNFas ) , SS Pio E LA66 oJC. PLACE AF^JT 1 — - I— _ r—T _ --� ( I '' o t• YY U M r t: U N P sEc L 1 ► 1 I i , � � ' � � _ yr$ ,NP i y x 73 33 � ,,,,�Vim, � —- •-- - - _ _ _ _ . _Y.. _ _ -- I I I f � iQ ❑ oQ i .� 2!e I I2.5 I 5 rE=t�L P/L E 5 _ _ - 5 uc! /►^E tj 7'- 2 5 2,0 $ - z tro <� T 2 S Z.G T- 2 S3. O �.,� ©' I(� +v '" 5 I I I � � '� � � � - 2�o.c I I B - z�i o I , ` �'*- --...�� •1 •3� i I I I I I I I I I I I 1 I I I I i I v k ap I N a 1A cI< < ,�-� tai64 I (���/ � -r- P/ c F �'/F, �Af 5 r � , CITY OF VICAR � t SEA/./ �o^/1.Q�7Tr APSa4r�c I I Approved........................... �� �� oo roved. ........................ (�J: I r 3•« o _a �( �I �, k vv � t✓onditionally App W4 L LL � � C T 1 (� ,� �� o Fcx only the work as dnscriDed in C + aO u e � See PERlle(ter toy IT NO ��.. �..,dic�o Z1 ,. /4 � ® I �: job Address:_� ��. �"`k Pacific Hwv 13500 1 gra –� Qat : 7 / 8UP2001-00327, SIT2000-00027 \A,ALL ELEVATION 18 of 18 20 T ICA R P M �a � �t E 1 _PI_ A.0 E -/ Y APPROVE',Br _--_ - DRAWN By SCALE AS NO E b SUBTERRA DAZE $ -30 — G(? REVISED h,ngineering & Construction ('orp T V � ;-, { ,_ - � L_ � a .a ) � C� /VAI_► 521 1 N.E. RRIh Street - vanc( nver, W A )MRS ((���� a n' DRAWING NUMBER (160' 374.5869 Fax (160) 574 5900 FoF 5, D. DL_AC( I V a(_. w 1 !. ■ 3r PRINTED oN NJ i~rtr AR►RIwT• IfIIIIIII � � � � � IIIiIIIIIIIII � III ! 1111 III � Illlillllllllltllllllll ! IIII � IIIIIIIII'IIIIIIIIIIIIIIIIIII y�.� NOTICE- IF THE PRINT OR TYPE ON ANY III I I 1 I I I i I I 11 I 1 I I I III i I 11111 I I I I I I I I 1 1 I I I I I/ IBX, �W4 y IMAGE IS NOT AS CLEr�R AS THIS NOTICE, L_ _—_I — l ----- gl --✓1_ ._I _ 10` - --_ 1� __1�� -/ ITIS DUE TO 1 HE QUALITY OF THE _ _ _ ORIGINAI nOCUMENT t; 8L 81Z LG 9�G t'.• 11117 $ 8 .I t��6 lIi G �8t 8�t Gt 9t_ 4t in $t St it I �t`I118_-8 L 9 Ijr9-- fi !i �toa�e I' I I .1111111 Illi 111 III�IIIIIIIIIIIIII1111111111�11111111111111111111111111�11111111111Ill 1111111111111Ill 111111111111111 lllllllllllllllllllllllllllll ll�� lllllllllllll 111 IlfI�III � 1 �IIIIIIII�1�l1lll Il I II Illllllllllllllll IIII I(II�III I