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BUP2013 - 00065 PROJECT TEAM UPEWN OWNER: PLUMBING CONTRACTORST ANTHONY'S CHURCH AND SCHOOL GRAY BEAR CONSTRUCTION CO.PROJECT DESCRIPTION 9905 SWMCKENZIEST. 4548 N.ALBINA AVE. � TIGARD, OREGON 97223 PORTLAND, OREGON 97217 PHONE: (503) 639-4179 PHONE: (503)-282-2116 1949 r PROJECT CONSISTS OF: FAX: (503) 6242364 MOBILE: (503)-519-7448 CONTACT: FR. LESLIE SIEG, PASTOR. FAX: (503)-282-0349 9J�/ �F O�' NEW OCC. GROUP "A-3" COMMUNITY CENTER W/ASSOCIATED "B", "1-2", & "S-1" OCCUPANCIES. ONE CONTACT: DARKEN PIACEK ction.tManager P ARCHITECT: EMAIL: Barren@graybeamonswction.mm STORY, 17,500 GROSS SF FOOTPRINT, CONSTRUCTION TYPE V-B W/STRUCTURAL STEEL, ST • ANKROM MOISAN ASSOCIATED ARCHITECTS GENERAL CONTRACTOR COLD-FORMED METAL, & SLAB ON GRADE STRUCTURE. FULLY SPRINKLED. 6720 S.W.MACADAM AVENUE, SUITE 100 PORTLAND, OREGON 97219 R& H CONSTRUCTION PHONE: (503)245-7100 1530 SW TAYLOR ST. TM MINOR REMODEL TO EXIST. TYPE V-B, GROUP A-3 CHURCH TO CONNECT TO NEW COMMUNITY FAX: (503) 245-7710 PORTLAND, OR,97239 ENTER. OMMUNITY CENTER CONTACT: DREW ROCKER PHONE: (503)228-7177 EMAIL:drenvr@ankrommoisan.com FAX: (503)243638 1 CONTACT: KRAIG O' CONNOR . NEW & RESURFACED PARKING. 1 2520 SW GRANT AVE. LANDSCAPE ARCHITECT EMAIL: koconnor@ncconst.com it SEE FLS-02 FOR BUILDING CODE NARRATIVE. TIGARD OR 9/ 223 OTTEN LANDSCAPE ARCHITECTS, INC. CIVIL ENGINEER AI' krom 1'101San 3933 SW KELLY STREET,SUITE B ANTHONY S SITE 2 PORTLAND,OR 97239 j FAX:"03) 972-0314311 808 SW THIRD ST.,SUITE 300 PORTLAND, OREGON 97204 -: m" m�5 www. CONTACT: JANET OTTEN 5 :. , . .. ..I, ,-:j : ,>:- •` 1. a BACK FAO 503)415 230482 T ! • �+. { 4, „ :> F ., ERIN HOLSON 2 6720 SW MACADAM AVENUE,SUITE 100 ' z , "p .' s«' EMAIL 'anet(g?ottenla.com ( PORTLAND OR 97219 : ;,.. ,- .: � ,_: ... .� •, s �.?s•a. , ,.1:� s..3.=...:-i: :.]: ";i6 ) a;... "v �., EMAIL: keith.buisman@otak.com r a , .:• H s ; > : : erin@ottenla.com : .c _ - _ _ - r..:. ... .. ,.. :.m. ,,,:; �:s.' •� _ .o- � T 503 2457100 .,, ,f- . �: � e � �. .0 . . _ ., _. F. ..., �� �, , ._ . ,; ., . , � . .�. . ..�� t, �,.,s, x. ..� . SURVEYOR , . , ., e , > . . _ �., _ .z, . .� ..N , .,. _ ��=�. >.a� �� _}� 7 �� MECHANICAL ENGINEER/CONTRACTOR rr s' a s � ,h F =, _�+ ,r to - .. ,. � +..1'F a .� Pi '- ,rs�'-�. F'r-:= .&ic- _ S s� �•"i '..,e a` �-. a. ,,, µ -� •st. .� �•,, t.!" 11750UTHMAIN STREET,SUITE 400 -•;_ a. r �. _ .- .♦_4 M, ..1; 'Y' Y,,yr. - 4` eygt,�- _ i ,4 .. � '�.. .. , -.-.. ,+. Asn. � ¢fie-.,." �:. ... ,b ._ .. �• . .. , ♦ _.,ice. , .-. J.4-t-: ... < .R. fi.... . . eJ-, _ -• .. - - . •+,._ .-. ..� _ :�- ^• . t- • , -:. ::_ .: '. � i .. - .,., .. °s a .zla-��„v >9s=, � - `, .G�° s: «x, �� ,�>.i . �=' ,;� -.may-„-n- -- HVAC Inc. WESTLAKE CONSULTANTS, INC. SEATTLE,�[+�•}} v., .�a a• ) , -' x:. _. y= � ... .'�-'�>� . -��' � . ..<� - E,WA 98104 _�•_a. . . _ „ - S _.. '+ . v. .._ �_ ._, ,-. , : .:. ._____.., r. _- ,. . t � .,. •. .,.. �,_..... >_�.f.� �.:?.., s_ _ >�._ .. ... �'a- .>, � .�. x, 1 INTERNATIONAL WAY 15115 SW SEQUOIA PARKWAY,SUITE 150 ., .,a ,._ " , ••, - r .- .,.-.. . ',. .r-..>, ��= �-a.... - �.L_ "�� '-, • _. . , _. , _,. _'�-- - __..�t r -I _ ' �.... �£. r'ty,p.��/�.j •r _ .-r - T 206-576-1600 t. : e: .> - r a. _+ : , >.. _ , . . ' „�K.% :$r- a.;:_i,.,,s:.. . r:.. v. `_ '•i, - fisst;%>3� ;r TIGARD OREGON 97224 PORTLAND OREGO" 97222 , . :'iYSS' �s ' � �,,�,;..:-: .5«. t....... .`k ,,... _ ;r.r:`=..n.. :�v s:, yam° +e...,?�y _�...,'. a- G«k; _ -"�r, c .-s.. �a �....,. . n _. � : .,. .. PHONE: (503 684-0652 �C ,.c,-, , ,l4 �2 „•. • � , „• , ,. ,, F . -._ - •... ,.• :• ,_ M-w •. - __su.'� >-,r"- c "a s° �u= �tan� ^�vrn •�� z t ., PHONE: (503)462822 ) mANKROM MOISAN ARCHITECTS,INC. 5 F -: , ..,. s °". - ,. 1"t• :, a .> - , ..a'rE_'=$ -. . - : . ;: w�" ,. :..r.-# �'�' ,-' .. '• t•pb'.•" a tL . . ,....- , § C ; . .. , :r, MOBILE: (503)462-6565 FAX: (503) 624-0157 • i �. .. �.. -. •. - .: a,'-. �• , ., a., ., i . .. ., �, ... w F, w: e �-4. ,3"_...' .ii•'SL .xea't..._-y` �: - ,rfdy' _ ' a~ �{ ,p .- e,-_ ; o- ,.: � - ,. '_- ,� - '_� ,;a ,< - x.. i r a � �" - • CONTACT: BERNARD SMITH 4�J ., �. . ', r .: .. - �`. . , . «��z -` „*} R� � ." ��.� - a;,,. : (5 3)462-6555 `r�- fan FAX 0 y _ , r MATT CLARK - , x ... :, • . �_ , ,. .. s - .t . ..:., .: .• - , �_ , CONTACT: LEE LOEBE Pro-ectMan Manager ,�yx. OFFICE COPY I I _ _ ..r Y' ,.W:'„''sT'Y-, 3. - �.i J ��.� B RUSSELL, Project Engineer ... _ z r ..,. ., tP" -. .<. -.I$..,.�.rr�,# � .,. , .. •n., T..._ _�'>>- -. .. 4 ...'.i . . ., µ" _�. :•,mss. ..� .5'v t- r ) g _ � , ,,. ,�. ._ _ . .: _� .. T •.. ,, .. _ _ _ STRUCTURAL ENGINEER ,.- ,.-.. _ m, .> ... _. .. ':.. w < ._..�-!!>•-' ., .,. '-..? . :. ,- :- . : .xn.- - -,. - n, .`yW''-xtt s 1 _sem-.: X ,�,;s: �'..z ,t'- x :ik r s- - EMAIL: Leel hvacinco .com � rP . end hvancinco .com EMAIL: NG '� < - .. : Y Y ..d. �.,u-=,,.-.a, - . ._ _.. .... r •, :r .. • .. . , z., y t- ,, -r..� _ _ _ ..te,3• „':':-- as:'� ''�'i - >_. "�v+' '•`� r SC' ..+-=:„4 `:� - .. _; .„ �yL�!x� .,G__ ,, ' .. .�:.,�. ,, >. '. ,i .: .: e• :. , ,. .-. .I. .. _._ . ;,"%: ..'-w\m. - t, � . �. 3933 SW KELLYAIVENUE ENGINEERS TY OF .@. ,. f . s, x, :_ - . ... - --Ar �:. m"�°'>i.'K 22 .,G:•.,.�lz '...'� _ _.a ,+, _ , �. . ,- :,. , r . - , � � � u .��-�. �.�-.� �, �•;, �: . -�. - -- ELECTRICAL CONTRACTOR A edi. ST�Cz:�S.TIGARD.. PORTLAND, REG 97239 PPro� I.y� -5'i.• ,> .- y,e. :4 y<4.)., t._ >aa e,t,.< e - . . ca :,_..M. ba :. ..., ... +.:.,ah''.` - - :: PO OREGON x ,a 44 Conditionally Approved.............. ♦ _: •< � ., •s „ . : a ; , -,, c�...r,� �,� CAPITOL ELECTRIC CO. PHONE: (503)222 53 E � SEPI r ,,• ". .. . ,- ,s�` ,•., , ,�.> :_ �- ,: . -' � ,. , , f' 11401 NE MARX FAX: (503)248-9263 Letter to:Follow.................. [ j � _ trey = `� �i r ''- >4' r'•=�` r,� `. '' ' y, �T���-'�+ .�;-,• _ y � t; r?' PORTLAND, OREGON 97220 CONTACT: GREG SCHERER Aft �h�2d................[ PHONE: (503)-255-9488 EMAIL: gregs@vlmk.com57 PermitNumber. ry�l3 CX2�6 i I I Ad[... S • 5u• - - 1 3 _ ,; "; MOBILE: (971)-506 3711 Address: `aJz." _'. zs' ° ♦ - ;a_4. . .� .,,' '- ,.. :� - GEOTECHNICAL ENGINEER I) -7.0 •�:•.�` FAX: (503)-257-7121 By: L V -Date: � 3 I l *. CONTACT: RICHARD MARTIN Project Manager t . O CT• 1 g PSI L.'itSo`10 o5w G2gti1�9v EMAIL. richardm@capitolelectricco.com 6032 N. CUTTER CIRCLE,SUITE 480 ( PROVED PLANS AP INC DE UN-ATTACHED: ELECTRICAL ENGINEER P.O. BOX 17126 ND, OREGON 97217 .=sP C1F�TION BOOK PORTLA i Y. f5 ={ ,leS�♦{1' . rt - , . MKE&ASSOCIATES, INC. PHONE: (503 289-1778 RALCALCS �TECHRFPORT 6915 SW MACADAM SUITE 200 .• - - , -., , tea- _, ' _ :•. � ' ...��...._.� a_ �:'�..f r �. `�� �° -�-5-�" F_ b AVE, FAX: (503)289-1918 rhay �MISCDOCUMEN7S PORTLAND OREGON 97219 ry e CONTACT: CHARLES LANE ,.: �, � .. .,. -_•:�x-.; mss.,-.. s, .� ,� -, PHONE: 503 892-1188 t , a _. _ .. "�+3^-s-.: .{.,,,. ,'yv,'� ?>.- '.,�-a r' aC w' ....<r .,. A , ,.. >.. ,, n e*' .-. '-,. .1 ..va' vvaYT'w-..,m - 3 .0 9 „3 n;. .�,.;. u ,. . . • r .: v,,=��F.. :.. z � ,, _�' �wr� � , ARBORIST '�T'4"• 1Q•W'I�I� ,. ., ,.., �, <. ,. -_. -�,_ ,� - - -�. _ ..;:,- - �•. .. FAX. (5 3) 8 2-119 H, _ ti " (� 0 9 0 LIABILITY t � v <, r_ s.-: ,., _ - ;-.' .. , ... , , .a. , ., _ _ -1-�- ,.,., .,�- %,.' »x. ... . _ _,.�. �c,n t. .f .�.. ,u. -: ��-<-, .,,�•,a_. CONTACT: MARK GARRAND TREE CARE UNLIMITED The CI Of Tigard and Its i a �, + s: • • v , r _ - - • •- , _ - _ .--"��s� ,� ,A.,,� - r >�-,, EMAIL: MarkG@MKE-Inc.com 0 SW ROSEWOOD ST. r ,:, �• �� ,,.� �` .�` �.: @ 560 employees shall not be 4 L ) .,v •- . 4 -� .-tea _, --_ �.i"r _'.__ _ M.,zn�4* ,. .. .., ..�.. . � - ,: ':. .�sv_- - , P.O. BOX 1566 responsible for discrepancies PLUMBING ENGINEER _ ....._ .-..,., a.- w .. -.- -, �- , .a ,. .v. .. '�. .. ..;,._ >,: ., ..r_ .. �.,.,. .r. .......ter.--.. ".., ..a- ,.. _. �'rs•�„- . . :„z ,.��'?;. 3 .>sz.e`: .a .m' b ,,.,s • -�>� - '- LAKE OSWEGO OREGON 97035 ff�� '�-Tea' ?i e�.>_ - , ` s.r�..^ "'`iu � �. ....st ,Y. ��': MKE &ASSOCIATES, INC. PHONE: (503)635-3165W1TIOh maY appear herein. 6915 SW MACADAM AVE, SUITE 200 MOBILE: (503)-803-7594 NIP- ,` 2002 1>'}ta GCl ua�.t.00 m, I no.; 0° 2002 Naviciati in T9ohnolo-qie .5 'Q s a` PORTLAND, OREGON 97219 FAX: (503)-635-1549 Final inspection approval is PHONE: (503) 892-1188 CONTACT: KAY KINYON required prior to occupancy. N FAX: (503) 892-1190 EMAIL: kayk@tclu.com VICINITY MAP RENDERING CONTACT: ALLEN CRISANAZ KITCHEN CONSULTANT pp p SCALE: VICINITY EMAIL: allenc@rake-inc.mm Approved lens HALLIDAY Assc. shall be on job site. 656 N.W. NORWOOD t CAMAS, WA. 98607 City of Tigard Erosion Control PHONE: (360)-834-6657 To Schedule Inspections: FAX: (360)8345453 Call (503) 639-4175 Initial Inspection: [ ABBREVIATIONS DRAWING INDEX DRAWINGINDEX Prior to Mohr ftpwtbn Final Ins Prkrto and wlldYp ImPectlon 1 F- N J d d AN AUDIO VISUAL CMU CONCRETE MASONRY ES EACH SIDE GA GAGE MB MACHINE BOLT PROP PROPERTY SIMU SIMULATED VEST VESTIBULE � Z Z AB ANCHOR BOLT UNITS EW EACH WAY GALV GALVANIZED MEATH MASTER BATH PSI POUNDS PER SQUARE SKLT SKYLIGHT VFY VERIFY _ REVIEWED FOR AC AIR CONDITIONING CNTR COUNTER EWC ELECTRIC WATER COOLER GB GRAB BAR MBDRM MATER BEDROOM INCH SLOG SLIDING VG VERTICAL GRAIN w Ci Ci I" ACDN ACCORDION COILG COILING EXIST EXISTING GBATH GUEST BATH MC MEDICINE CABINET PT PRESERVATIVE TREATED, SLNT SEALANT VNR VENEER a G G W ACOUST ACOUSTICAL COL COLUMN EXP EXPANSION GBDRM GUEST BEDROOM MDF MEDIUM DENSITY POST-TENSIONED SND SANITARY NAPKIN VP VENEER PLASTER M M M F- O O CODE COMPLIANCE ACP ACOUSTICAL CEILING COMP COMPOSITE, EXPO EXPOSED GD GARBAGE DISPOSAL FIBERBOARD PTD PAPER TOWEL DISPENSER DISPENSER Z Z PANEL COMPENSATION EXT EXTERIOR GFRC GLASS FIBER REINFORCED MDO MEDIUM DENSITY PTD/R PAPER TOWEL DISPENSER SNR SANITARY NAPKIN W/ WITH i O ACT ACOUSTICAL CEILING CONIC CONCRETE CONCRETE OVERLAY AND RECEPTACLE RECEPTACLE W/O WITHOUT o 0 0 �_ < < DEFERRED TILE COND CONDITION F FABRIC,FIBER GFRG GLASS FIBER REINFORCED MECH MECHANICAL PTN PARTITION SOG SLAB ON GRADE WC WALLCOVERING,WATER GENERAL DEFERRED LIJ AD AREA DRAIN CONSTR CONSTRUCTION F FIN FACTORY FINISH GYPSUM MED MEDICATION PTR PAPER TOWEL SQ SQUARE CLOSET <6 4 1PJIs3printllet AD) ADJUST,ADJUSTABLE CONT CONTINUOUS FA FIRE ALARM,FLUID GI GALVANIZED IRON MEMB MEMBRANE RECEPTACLE SS SERVICE SINK,STAINLESS WD WOOD CS COVER SHEET • • • 0 AESS ARCHITECTURALLY CONTR CON--ACTOR APPLIED GL GLASS MFR MANUFACTURER PVC POLYVINYLCHLORIDE STEEL,STANDING SEAM WDW WINDOW o c C) FftOAlarA EXPOSED STRUCTURAL CORR CORk .,OR FB FLAT BAR GLB GLU-LAMINIATED BEAM MH MANHOLE PWD PLYWOOD ST STONE WF WOOD FLOORING LIFE SAFETY PLANS Wed=W �+ STEEL CSMU CALCIUM SILICATE FD FLOOR DRAIN GLULAM GLU-LAMINIATED MIN MINIMUM STD STANDARD WH WATER HEATER,WALL LS.01 FIRE-& LIFE-SAFETY-PLANS • STRUCTURAL Plumbins AFF ABOVE FINISH FLOOR MASONRY UNIT FDN FOUNDATION GND GROUND MIRR MIRROR R RADIUS, RISER,RISERS, STL STEEL HUNG LS.02 FIRE-& LIFE-SAFETY-COC` -,NAI PSIS • S0.0 STRUCTURAL NOTES • Elewled ALUM ALUMINUM CTG COATI FE FIRE EXTINGUISHER GR GRADE MISC MISCELLANEOUS RANGE STN STAIN WP WATERPROOF TmnEngin� ^' AP ASPHALTIC PAVING CTR CENTER FEC FIRE EXTINGUISHER CAB GYP GYPSUM MO MASONRY OPENING RAD RADIUS STOR STORAGE WPFG WATERPROOFING SURVEY ,- S1.0 FOUNDATION PLAN • Shop DmwbW APPROX APPROXIMATELY CTRL CONTROL FF FINISH FLOOR,FACTORY MTD MOUNTED RB HK ROBE HOOK STRU STRUCTURAL WR WATER RESISTANT, S1.1 FOUNDTION DETAILS • other �. ~ ARCH ARCHITECTURAL CTSK COUNTERSINK FINISH HB HOSE BIBB MTL METAL RCP REFLECTED CEILING PLAN SUSP SUSPENDED WATER RESISTIVE 1 OF 3 BOUNDARY, EASEMENTS, REF.SURVEYS, &VICINITY MAP • S2.0 ELEVATIONS & DETAILS • • ASPH ASPHALT CTV CABLE TV FF SAM FOIL FACED HC HOLLOW CORE MUL MULLION RD ROOF DRAIN SV SHEET VINYL WS WATERSTOP 2 OF 3 TOPO & UTILITIES FOR MAIN PARCEL • S3.0 ROOF FRAMING PLAN • • AUTO AUTOMATIC CU COPPER,CUBIC SELF-ADHERED HCP HOLLOW CORE PLANK MW MICROWAVE REF REFERENCE SYM SYMMETRICAL WT WEIGHT 3 OF 3 TOPO & UTILITIES FOR SW GRANT&SW MC KENZIE PARCELS • CUST CUSTOM MEMBRANE HOED HARDBOARD REFR REFRIGERATOR SYS SYSTEM WW WINDOW WALL S3.1 LOWER ROOF &WALL FRAMING DETAILS • • \ _ B BASE, BOND CW CURTAIN WALL FFE FINISH FLOOR ELEVATION HOW HARDWARE NC NON COMBUSTIBLE REINF REINFORCED, WWF WOVEN WIRE FABRIC CIVIL S3.2 ROOF FRAMING DETAILS • • /1 BALC BALCONY DBL DOUBLE FGL FIBERGLASS HDWD HARDWOOD NIC NOT IN CONTRACT REINFORCING T TILE,TREAD,TREADS V C1.01 GRADING PLAN • • BC BOTTOM OF CURB DEC DECORATIVE FHC FIRE HOSE CABINET HM HOLLOW METAL NO NUMBER REQMT REQUIREMENTS T&B TOP AND BOTTOM YD YARD MECHANICAL � BD BOARD DEFL DEFLECTION FHC FLAT HEAD HORIZ HORIZONTAL NOM NOMINAL RES RESIN T&G TONGUE AND GROOVE C1.02 COMPOSITE UTILITY PLAN • - BDRM BEDROOM DEPT DEPARTMENT FIN FINISH HR HOUR NTS NOT TO SCALE RESIL RESILIENT T&M TIME AND MATERIALS XPS EXTRUDED POLYSTYRENE C1.03 GENERAL NOTES • • Mi SCHEDULE, LEGEND,ABBREVIATIONS, & NOTES • OLLJ BITUM BITUMINOUS DET DETAIL FIXT FIXTURE HT HEIGHT RF RUBBER FLOORING TB TACK BOARD,TOWEL M2 HVAC FLOOR PLAN • r _ BKR BACKER DF DRINKING FOUNTAIN FL FLOOR HT SAM HIGH TEMPERATURE OBS OBSCURE RFG ROOFING BAR M3 HVAC PIPING PLAN • + V w BL BLINDS DIA DIAMETER FLDG FOLDING SELF-ADHERED OC ON CENTER RLG RAILING TC TOP OF CURB,TRAFFIC C1.05 DETAILS &CROSS-SECTIONS • BLDG BUILDING DIM DIMENSION FLR FLOOR MEMBRANE OD OUTSIDE DIAMETER RM ROOM COATING 1 M4 PARTIAL HVAC PLANS &SECTION VIEWS • � V V BLK BLOCK DISP DISPENSER FLRG FLOORING OFF OFFICE RO ROUGH OPENING TEL TELEPHONE MS HVAC DETAILS • - r BLKG BLOCKING DKG DECKING FLSHG FLASHING ID INSIDE DIAMETER OH OPPOSITE HAND, RR REST ROOM TF TERRAZZO FLOORING EC10 EROSION &SEDIMENT CONTROL CLEARING PLAN • • J r� M6 HVAC PIPING DETAILS - BLKT BLANKET ON DOWN FMD FORMED IN INCH,INCHES OVERHEAD TH TOWNHOME EC20 EROSION &SEDIMENT CONTROL GRADING PLAN • • • ELECTRICAL � 0 � m BLT IN BUILT-IN DR DOOR, DINING ROOM FOC FACE OF CONCRETE INSUL INSULATION OPNG OPENING S SURF SOLID SURFACE THK THICK EC30 EROSION &SEDIMENT CONTROL DETAILS • • • BM BEAM DRS DOORS FOF FACE OF FINISH INT INTERIOR OPP OPPOSITE S&R STILE AND RAIL THRES THRESHOLD = 2 LU BOT/BTM BOTTOM DS DOWNSPOUT FOIC FURNISHED BY OWNER, INTUM INTUMESCENT OZ OUNCE S&V STAIN AND VARNISH TMPD TEMPERED LANDSCAPE E0.10 ELECTRICAL TITLE SHEET • • Ln BSMT BASEMENT DW DISHWASHER INSTALLED BY SAM SELF-ADHERED TP TOP OF PAVEMENT ELLC ELECTRICAL SITE PLAN LIGHTING CALC. • � ~ Q BTR BETTER DWG DRAWING CONTRACTOR JAN JANITOR P PAINT,PANTRY MEMBRANE TPD TOILET PAPER DISPENSER E1.01 ELECTRICAL SITE PLAN • V 0 BUR BUILT-UP BITUMINOUS DWR DRAWER FOTO FURNISHED BY OWNER, )ST JOIST P/L PROPERTY LINE SBS STYRENE BUTADIENE TPL TOP OF PLATE L1.1 SOIL VOLUME &CANOPY COVERAGE CALCS • L ROOFING INSTALLED BY OWNER IT JOINT PART BD PARTICLE BOARD STYRENE TPO THERMOPLASTIC 1 A E2.02 FIRST FLOOR PLAN POWER&SIGNAL • BW BOTTOM OF WALL (E) EXISTING FOM FACE OF MASONRY JTS JOINTS PC PRECAST Sc SEALED CONCRETE, POYOLEFIN E4.01 ELECTRICAL ONE LINE DIAGRAM • Rt , EA EACH FOS FACE OF STUD PDRRM POWER ROOM SOLID CORE TR TOILET ROOM ARCHITECTURE E4.02 ELECTRICAL PANEL SCHEDULES • C CARPET EFS EPDXY FLOORING,EACH FP FIREPROOF KD KILN DRIED, KNOCK PED PEDESTRIAN SCD SEAT COVER DISPENSER TV TELEVISION CAB CABINET FACE FPFG FIREPROOFING DOWN PERF PERFORATED SCHED SCHEDULE TW TOP OF WALL ,; SITE PLANS E7.01 ENLARGED KITCHEN POWER&SIGNAL PLAN • CB CATCH BASIN EF EXTERIOR FINISH SYSTEM FR FIRE RATED,FIRE KIT KITCHEN PH PENTHOUSE SCRN SCREEN TYP TYPICAL A1.01 ZONING SITE PLAN • • • E8.01 FIRST FLOOR PLAN LIGHTING - CC CUBICLE CURTAIN EIFS EXTERIOR INSULATION RESISTIVE PKG PACKAGE SO SOAP DISPENSER A1.02 DEMOLITION SITE PLAN • CEM CEMENT,CEMENTITIOUS AND FINISH SYSTEM FRM FRAME L LINEN, LINOLEUM PL PLATE,PLASTIC LAMINATE SDG SIDING UNDERLAY UNDERLAYMENT PLUMBING CG CORNER GUARD EJ EXPANSION JOINT FRMD FRAMED LAV LAVATORY PLAST PLASTER,PLASTIC SECT SECTION,SECTIONAL UNF UNFINISHED A1.03 ARCHITECTURE SITE PLAN • • • • Cl CAST IRON EL ELEVATION FRMG FRAMING LF LINEAL FEET PNL PANEL SF SQUARE FEET, UON UNLESS OTHERWISE P0.01 PLUMBING TITLE SHEET • CIP CAST IN PLACE ELEC ELECTRICAL FRP FIBER GLASS REINFORCED LIB LIBRARY POL POLISHED STOREFRONT NOTED P1.00 PLUMBING SCHEDULE SHEET • C) CONTROL JOINT ELEV ELEVATOR PANELS LIN FT LINEAL FEET POLYISO POLYISOCYANURATE SGL SAFETY GLASS UR URINAL 2 A7.04A TEMPORARY PARKING & RELOCATED MODULAR CLASSRM. • P2.02 FIRST FLOOR PLAN PLUMBING • CKTP COOK TOP EMER EMERGENCY FRT FIRE RETARDANT LIV LIVING PP POWER POLE SH SHELF,SHINGLES UTIL UTILITY CL CENTER LINE ENCL ENCLOSURE TREATED LKR LOCKER PR PAIR SHR SHOWER A1.06 SITE DETAILS • • P2.03 ROOF PLAN PLUMBING • CLG CEILING ENTR ENTRANCE FS FULL SIZE, FIRESTOPPING LT LIGHT PR GAR PARKING GARAGE SHT SHEET VCT VINYL COMPOSITION P2.04 ENLARGED PLAN PLUMBING • REVI ION DATE REASON FOR ISSUE CLO CLOSER EPS EXPANDED POLYSTYRENE FT FOOT,FEET MACH MACHINE PREFIN PREFINISHED SHTG SHEATHING TILE FLOOR PLANS : COMMUNITY CENTER CLOS CLOSET EQ EQUAL FTG FOOTING MAINT MAINTENANCE PREM PREMIUM SIM SIMILAR VEHIC VEHICULAR A2.01 COMMUNITY CENTER-SLAB PLAN • • KITCHEN 4-26-13 ADDENDUM NO. 1 CLR CLEAR EQPT EQUIPMENT FURRG FURRING MAX MAXIMUM PRKG PARKING SIMU SIMULATED VERT VERTICAL A2.02 COMMUNITY CENTER-1ST FLOOR PLAN • • FS1-1 FOOD SERVICE EQUIPMENT PLAN • 2 6-24-13 ADDENDUM NO.2 FUT FUTURE A2.03 COMMUNITY CENTER-ROOF PLAN • • FS1-2 FOOD SERVICE PLUMBING PLAN • A2.04 CHURCH LINK-PLANS, SECTION, & INTERIOR ELEVATION • • FS1-3 FOOD SERVICE FLOOR DEPRESSION PLAN • A2.05 FIRST FLOOR PLAN ALTERNATES • • FS1 4 FOOD SRVICE REFRIGERATION PLAN • IM EXTERIOR ELEVATIONS : COMMUNITY CENTER FS2-1 FOOD SERVICE WALK-IN DETAILS • i A3.01 EXTERIOR ELEVATIONS • • FS2-2 FOOD SERVICE ELEVATIONS & FABRICATION DETAILS • BUILDING SECTIONS :COMMUNITY CENTER FS2-3 FOOD SERVICE ELEVATIONS & FABRICATION DETAILS - A3.11 BUILDING SECTIONS • • FS2-4 FOOD SERVICE ELEVATIONS & FABRICATION DETAILS • A3.12 WALL SECTIONS • • A3.13 WALL SECTIONS • • F- A3.14 WALL SECTIONS • • A4.00 DOOR AND WINDOW TYPES • • • A4.01 WALL TYPES • • p A4.02 EXTERIOR DETAILS • ui A4.03 EXTERIOR DETAILS • • o A4.04 EXTERIOR DETAILS • • 5 A4.05 EXTERIOR DETAILS • • A4.06 EXTERIOR DETAILS • • A5.01 ENLARGED FIRST FLOOR PLAN • • COVER SHEET z A5.02 ENLARGED FIRST FLOOR PLAN • • A6.00 INTERIOR ELEVATIONS • zA6.01 INTERIOR ELEVATIONS • • A6.02 INTERIOR ELEVATIONS • • A7.01 INTERIOR DETAILS • • U A7.02 INTERIOR DETAILS • 00 A8.01 REFLECTED CEILING PLAN • • N A8.02 UPPER REFLECTED CEILING PLAN • N o A9.01 FIRST FLOOR FINISH PLAN • • I Z DATE REVISION J > 3-01-2013 z PROJECT NUMBER SHEET NUMBER z N 03-01 -13 PERMIT SET SCALED CS � . 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Q (9) < -.-.-.-.-.-.-.-.-.4-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..,.,.*.,Pl.l.,.*.*.I P, .. ... .... ..... . ...... (E) (E) (D ............4:::::::::::::::::::::::::::::::::::::::::::::::::::::::::�ili]�� FEC I -.-.-.-.-.-.-.-.-.-.-.-.-.-.,=,.,.*.,.,.,.,.,.*.,.*.*.,.,:. p...............I... .1.1.1.1.1 :=......P.............-.-4-.-.,.,.,.,....'.'.".".*.'.,.".,.*.,.'.,.,.'.'.'- 1.1.7 7.1.1...7. -,--.,.",-=%...... .. : ........... ..... ..... ....................4..................%'*.*.'.'%% : = -.....-.-.-.-.4=.d.4.'.'.' .....d'. 4......... .1.1.1.1.1.7.1.1.1.1.7 1pl.l.l.v.7....... 'd'4'.'.'. -d-.-.-.-.-.-.4.4.-..-.-.-.-.-.-.-.-.-.-..-..............- . . .......l'.'.'.7.*............................. .P. ........ ....... .�.... �'.'.*.*.'.'*.'. ........... ......... .....................,.*.*.,.*.1.1.1.4.d=p.,.,.*.'P'.'.'. IVE.,.'.,.".*.".'.,.,.'.,.,.,.,.'41.........44....... ".'P'.*.*. I ............. ........I 7 d=.,.,........-d-...-............... GENERAL NOTES �- ........ I ..-.-.-.-.-.-.-.-4-4-.-.-.-4-.-d-.-4-= 7 - -4-'-'-'-'-'-'44-'-4-'-'-'-'=='-'-'d%'d'-'-'-*-*-'-'p4-*-'-4-'-'4 .4.-.-.-.-.-.-.d.-.-.-.-.-.d.,:.=**I*I*-............ ..... c ..... .......... ....... . 4 * . 4 14'.d*d.'.,.'.,-...,....'.-*"..-.,.-dd.,.,.,.*.,.,.Idl.,.,.,.,.*..4.1.1.1.1.1.I.I 7.*.7.'.'.7.%'V.7. .... . .......I I'::.d==:.d.l 1 4...d............. r......,.,.:........,.....:.................I...........-- .-.-.-.-.-.-==-.-.-.-.-.-.'.,....:.4.,.,.,.,.,:.,..'.'.'....,.4.,.,.. ... .1 7.7.1.1.1.1.1.1.....................%'.l=.*.l.l.t-1-7. ...........4...............p........................................P.P. F.....................7.'.'.7:.7.'.'.'.'.*.%.'.*.*.*..*.*.*.*.*.T' ,-...-.".�.-."."4-.,.-.-...,.,.,.-.-.-.,.=dl.,.,.,=.'.*.'.'.'.'.'.'.%'.'.'. . 1.1:41.1.1.1.1-1:47.1.1.1. V.7. . - ...... ::d 4.4........4 ...d d.-4-.-.-.-.-:.,.- '7. ..''.' : ........4.....:.,.*.,.Idd.I.I.I.I.14.......I .....4....-1 =.............:::::::::::::::::::::::::::::::::::::::::::::::I:::������J� .7.7.7 1.1.*.,.,.*.*.*.*..,.,.,.,P,.*.,.*.,: .'.'.*.".'.*.'.'d'.'.*.*.4.,.,.,.*.. ..'.-." 4............d......4 d....:....d........ .0 =-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.,.,.,.,.l.d4l.I.I.".".,.,.,.,44.,.'.'.*.'.'.*4% 1. MODULAR CLASSRM. BLDGS.TYPE V-B NON-SPRINKLED. f.-.-.-.-.-.-.-.-..d...4...............4.-.-.-.-.-.4.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. :..... I- -d..........-..... .- ...... I (E) L ....................4.......d.........4....... ..............I...44........................... .... ... .:.........................=...... .*.,.,.*.*.,.,.'.'.'.'.'.'.'.'.'........................ ...... - .... ..1.1-7.1..... =111*111,..... .........d..... - = ...... -....'.'.77.'.'.".'4'.'.'.'.,.,.,.:::::::::::::::::::::::::::I ,:.::::::::,...*..'.....*..*....,..,...,...,."...,.4.,.-.'-.�o� .*-.'.-*-.'-'-.'-'---'-*-*"-*'-'-.-*.'--'-vl I ...4..............:.-4-.-...-.-.-.4.-.-.............4.4..........I= = ..... .-.141.1.1.1.*.,.*.1.4.1.1.*..141.1.1.1.1.*.d. ..................,...........................................,...4.........,...t......I. -........................... p . ............1p B .....................�.... .4..........-.-.-...-.-..4.-.-..-.-, ...................4 d.........4...............� ....4.........=.-A-.*.,.*.*.,.,.,.*.,.,.*.,.*.,::...........I.-.-.-.� ....p.... ....4.4...4.4........�...:::::::::::::::::::::::::::::::::. ...::.l:.":.l..:4-..=.. .......................-d-.-.-.-.-.v.-..-.-4 -.-.-.-.-.-.-.-.-.-.-.,.-.-.-.-.-.-.-.-.-.-.-.,.,.,.,.1.1.1.1.'.'.,.,.'.'.'.'4'.'.'.'.'.'.'4* EXTERIOR WALL AREA-LONG SIDE 567 SF r...-.-.-.4.-.-.-.-.-.-.-...................d.d.....-.....-........ .... 1 1.1.1.4... .....dd-.-..,.*.*.,1.7.7.1.1.1.1 V=.....p.......... .1.1.1.1=7=-*-*-'4 4.....I'I'I 11 I - d......p .......... ......=.'.'.".I.'.7'.'. .-.-.-.-.",.,.,.".,.".,.,.".,.-.-.-d-.d.-.4.4.4.1.*.,.Id1.4.,.*.*.'.'.'.'.'.'.4.,.,.*.,.,.4 P.*.,.,.,.P.,.,.*.*.,.,.,.,.=:.,=:P,.,.,.,.,.,.*...'=.:.1.1.11 ........ ..-.-.-.,.,.,.,.,.,.,.,.,.*.,.,.,.*.,.,.,.*.,.,.,.,.*.,.*.*.*.*.*.,.".".*.".'.IP'.'I .-.-.-.7.-.%l...l.".'.*.......4........................... ..........4..............d..................... >1I m ...I- "- L........-......=d:.44141.1.*.,.,.I 4 4 1*-4*....-4'*...... .... .....4..........:.==141.1.1.14141.1.1.1.,.Idl.*.d.,.*.,4,.,.*.*.*.,.,.'.I .4..,.....................................................,......4....d...4 4...4..-.-.-'-'-'- - =.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.,.1.141.I.I.I.I.11.,4*.,. 0 ...... ... 7.7p'.'.7.'-p."-..................4....-.-.- -(E) tri :.:.:.:.:-:.:-:-:-:-:.:-:-:-:.:.:.:.:.:.:-:.:.,.,d d-.-.-.'.'.'.'.'.'.'.'.-.'.'4".'.*.,.4.".4 EXTERIOR WALL AREA-SHORT SIDE 243 SF c: u ....d.............. I :............:- ............I.......4.-..141.1.4.1.1.*.,.*�1.1.1.*.*.dd ....... .p.... %�' ....................pX................='... d........P...................4.4.......d........= 1.1.7. E I T .7.1.7.1.7.1.p .7.7.7.% I ....*.......-..............d'-'-'-"-*-'-"-"-'-'-'"....44-'. .... = .1 I ....11-,,""--,--1-1411111%,14.%.........4-": ,:4.......=d-....4.=.-.-.-.4.-.-.44....................-.=. .... .==141.1.1.*.1.4.1.*.Id,414*.,.,.*.*.1.4.1.,.P.,.,.='.. .............. ... - .....................4.... .. ......4....... ..... ...* ...... ............... ....... ... o:: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:::::::: .1.1.4.11,111, .... .:.,.,.,.,P*.*.,.*P,.*.,.,.,.*.,.,.,.*.*.*.*.,.*.,.,.,.*.,.",*.... ........=.....4....4.........4.... """""" 0- - 0113 (E) (9 ...,.*.�."Id,41.1.1.*..,.,.,P.*.*.'.'.'.'.'.'=*.'.'.' "I" ........ ....... ...d.................... ..... .. . ..........p.................. .... I.,.,.,.,., I...................................................4............................................. .... - - - OPENINGS-LONG SIDE W/ cl� 111.1.11 =...... .. .*.............. .......... ..... .. I I I "' . . ......... . = 14..-.-.-,-.-.-,-,-,-.-,-.-.-.-.-.-.-.4.4..........4........-.-..4.......:.......P.- I ...... P.... 1.1.1111-4 ppp 44 ......... . P.-.-.-.-.P.-.-.-.-. Lu .. . V-7. .... ............ ...,........ t 0 1 E 1.1.*.,.".".,.4.,.*.'.'PP....... ......... . I ....................4.............,..,..,..,....*..'..*..'..*..'..'...-. I (E) I (E) - - - - - � Z) i . =...4d'. I ll.- -- DOORS &WINDOWS 76 SF 0 ................... :: .'.'.4.7.7 ..... ............... ........ 11-1111-1...**-....*...*-'-'-'-*-'-4.......... �- r.........d.-.-.-.-.-.-.-.-.-.-.=:.-.=................1.-*.-1.-7...I V. .d..........d.....4............p...... ...................4.....4...... 7----'--'--'- 47 m ...... . ...I......".......4............................ � r:=.P.*.P.,.*.*.,.*.,.*.*.,.*.,.,.,.=."-'-'-'-*-*-'-*-'-'-'..'-1 I ...:t.d..*.-.'-.'-'.-..P=...,.,.,.,.,.*.,.,.,.,.,.*.*.,.,.,.*."I *' -I..............*111.1.1.1.*.*.,.,.,*.*.*.,.,=,'.".'.*.*.'.'.'- 1 .4............. . .. ................... . - - t.-..............4..=,.,.,.1.4.1.1.1..*d*...*..'.... =d.-.-d-.-.-.-.-.-.-=l.7,.*.,.,.*.,.,.,.,.,.*.*.,.*.*.*.,.,.I ff, m %40 .-.-.-.-.-.-.-.-= z .......................17.1.1.7.1.1.*17.7.1.11 "-.,.,=-P-.,.,.,.,.*.*.,=.*.*4'.*.'.'.'.*.'.'.'=*.*.*.'.'.*.*.*.'.*- � �, r.':-7-1-1-4.4.1-1-11 OPENINGS-LONG SIDE W/ .r. u Lu P. 7.111 =.7.7............ =.-.-.-.-.-.-.-4-.-.-.-.-.-.-.-......... 141.1.".1.441.1.-...,."'.*.*.*.'.'.*.'.*.'.'."'.'.'.'.'.*.*.'.'.'.'.'.'-.......... ' ' P.4.-.-.-.-.-..4.4.............44.-.-.-.-.=.-.-.-.-.-.-.-.-.-.-.-.-.-.-...-.-.- '.7.. ...* '.,.'.,.,..'.**.*.*.'.'.'.'.'.'."' : WINDOWS ONLY 48 SF :...............'.........................P=7:P.P7.1.1.74.'."41.'.7.' P....... I 1 'T I ' " " -.1--.,..*....'.. -4-j :-:-:.:.:.:.:.:4:-:.:.:.:.:.:.:.:4:.:.:.:.:-:.:.:.:.:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-.-:-:-:-: ....I.".,.*.,.,.*d='.*.'.,.*.4.*.,.*.,.*.'.'4*...-....-- ....................:-:-:-:-:-:-:-:-:-:-:-:-:.:.:.:.:.::::::::::::::::::: -11111 ,**.*.*",.",..,.,..'.""*.'.".*.'.'.*.'.*'*....... .... .... ..................................4..........-.-.-.-.-.-.-..4 ...-...............................-................,.................. � - - - -i E.'.'.p*.*... u ........... .... .. ....- ... .........-.-.-.-.-.-.-.-d-.-.-.-.-d-.-.-.-.-d-.-.-.-.-.-.-.................4 1..-.-...-.....................-.-.-.4.-..4....-...............4.... ............ .............. .. . . .. . ... . ... .......................4 1 . ... (E) r.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-. r.*.,.---.'.'.'.'I u .............................p...****.... ........ , .....P.-.........I....... *40 11-7-7-7-7-'-" ..... ,�=..... - ....... ....................... ............................. ............*.--*.--.44'--'.--.'--.'---) L--,-,-.---.-- *.,.,.*.............................. L.- OPENINGS-SHORT SIDE W/ .-.-..=P.-.-.-.-.,.,.,.-.-.."..............-.-.-.-.*.......... ...d FEC F,7 .... :-%7-7.1.7-14'47,.'.,.*.*.,.,.,.,.,..'..*...'.'..*..*.- % c: - r .,.,.=,.,.,.,.,.*.*.*.,.,.,.,.'.'.*.'.*.*.'.'.*.'.'.*.*.'.'.'.*.",*.,.-....... - I...... -.-.-.-.-.-.-.-.-.-.-l-.,.,.,.,.,.*.,,.4,.,*.**.,P.",*.*,,,.,,.,,,,.,*.,,.,,.**.**.*,.*,*,*'.'".".*" 1---.'4*-p4'-'-'---'l OPENING FOR AC ONLY 3 SF -j ....I I......... . I"*'" ..... ...p ................... . . . .. 4 ' ....... ............. - 4.. ..... ' " '"' - 4.. ..... .. . ......d :..... - ' - **4 .'.7.7.'.'.7.*.'. Z co .... ..........:=l.l...*..... ..4 1.1.*.*.*.,.P 4.....................................-- - ........... I . 1*11.... ... 11% -.-.,.*.*.*.,.,.,.,.,.,.,.,=.,.,.*.,P,.,.,.,.*.,I........ .... .*.1.1.1.1.7.1.1.1.7.1............. ........ ..... pl. . -... I. --i . ." ." I.% %.. ...*.*d'4'4'.'.*.d.,.,.,.,.,.,4,.,.,.*.*.,.4.*.'.'.*.'.*.'.'.'.'."'.*.*.* < 0 :D � ... ... ........ . ....... .=.'.'.'.,.*.,.'.*".,.,.*.*.*.,.'.*.*....*.'.*.'.'.- ' .....I... = : - :......... --=-.4.-.-.4.-.-.-.-..'.'.'.-.-..-..'...'.'.'.'.*.-.-."."* '.'.'.'.'. ."I.. d I...-.-.-.-.-.-.-.-.-.-.-.-.W.,.*.,.*.,.,.,.,.,.,P,..,.*.,.*.I 1.'-1 4.7. 1-4.,-, ,.=,.,.,.,.,.*.,.,.*.*.,.,.*.,.*.*.,.,.,.*.*.,.,.*.*.'........... ... . . . 76 SF THEREFORE, 1 O' MIN.TO 2: . .. .....v... I ......... * -...*....* . .1.1.1.7.1.1 4.1.7� :�� .1.7.............%7.1.1 111.11111".,.*.*..,.,..,.*.,.,.,.*..'.*.,.14.1. _ 13.4% - ........44..............44..................... ........... 2 Lu - -1- 11-11-1-111-....... ..--- . v-14*-*-*:-*-*-l-vj 567 SF IMAGINARY PROPERTY LINE. 2 LI) 7.7.7.1.1.7.7.*.l.,*..7 .7-1.... ............. 4... I � 4, * ...** " ' 11-1-1-1-7-1-7-7-11 .......d..... ..I.. ..................... ... p................... , ..........................d......... < .0.*'*'........**...... w �p*...,..*.P.*..'.-'-'-..*..."..'! < 0 m �l."d'.1-1.1.*.,.*,,.,.*.'.'.'.'.'.'.'.W-. . 9. L .'.....**..'...[..'.'.,.*d.....,.,..,..,.*.,...'.."...P.,.........,.'..*..'...'..'.'...--��".-'�*.O"...'...'-.*-.'.'...'..".'.'.....*-d.'.'.'.*'..'4*d'4'....'...'...-.--.4-,P,...- � 4--; �- ' ............ ......................td..-.-. Z-7-7-p- .-.%..7.7.7". r.--'.--"-'--'-'-*-.- % THEREFORE, 5- MIN. TO :.....................-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.'.*.-'..**-'-*-.*.'-.*-.-'-'-. - -.,.-.-t.*.,.,.,.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.d.-.-.-.-.-.d......:....=.'.'.'. �p....... 48 SF - 7.9 L/) u u CL . . I'll -P,**,"*" ...1*11-d ........I.......d4............ ... . .. .................... :.=-.-.=-.,.,.,.,.,.,.,.,.,�1.1.1.1.'.,.,.'.,.,.'.'.'.'.'.'.'.*."d'.'d'.'.". 1.1.1:1...............,......-.......d...-..-..-..-..-........-..-.-.-.-.-.-.-.-.-d-.-.-4....... 141. --: .'*=..*'.' , 567 SF IMAGINARY PROPERTY LINE. :...........%-.".-.-.-.-.-.,.,.,.*.,.,.,.,:= .... ...I......4..............: c -.-P-.-.-.-.-.-.-.-.-.-.-.-.-.,.,.,.-.,.,.,.'.,.*.,.,:.,=,.'.'.'4='.'.'.".,. 11*111111*11*..............:::::::::::::::::::::::::::::::::::-'� ...............k%:.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-........4.4.4............... - - - -.-.-.-.-.-...-.-.-d-.4.-.4.4.-.-.-.-.d.'.".'.'.'.'.-.-.'.,...d.*.%,.,.,.4.'.'.'.'.'.".'.'.'. .............. .. 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P..""b4 A d..... .:. ........pi 3-01-2013 z 0 3: � PROJECT NUMBER SHEET NUMBER �- z r7� 1ST FLOOR FIRE AND LIFE SAFETY PLAN 211280 < F-: 1/16" - V-0" � , SCALE 1� \�Lo�l 03-01 -13 PERMIT SET LS001 � 11 I .l: 1 /1 6 = 1 -011 2 D ARC �� Mo � BUILDING CODE ANALYSIS BUILDING CODE ANALYSIS BUILDING CODE NARRATIVE l EXISTING MIDDLE SCHOOL NEW COMMUNITY CENTER NEW COMMUNITY CENTERMrON REDUCED FRONTAGE PROJECT NAME ST ANTHONY'S COMMUNITY CENTER ADDITION PROJECT NAME ST ANTHONY'S IN TIGARD- PH. 1 B COMMUNITY CENTER OF i O3 THE COMMUNITY CENTER ISA 1-STORY, 17,500 SF GROSS AREA GROUP"A-2" & "A-3" ADDRESS 9905 SW McKENZIE ST. ADDRESS ASSEMBLY BLDG. W/ASSOCIATED "B" COMMERCIAL KITCHEN, 14" NURSERY, & "S-1" LOCATION TIGARD, OR LOCATION TIGARD, OR STORAGE. JURISDICTION JURISDICTION CITY OF TIGARD A 375 SF "LINK"ADDITION TO THE EXIST. "A-3" CHURCH WILL CONNECT THE BUILDINGS TNI BUILDING CODE 2010 OREGON STRUCTURAL SPECIALTY CODE BUILDING CODE 2010 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY OCCUPANCY FRONTAGE FOR THE EXISTING CHURCH AND MIDDLE SCHOOL WILL BE AFFECTED. SECTION 305.1 E -EDUCATION SECTION 303.1 A-3- ASSEMBLY-INC. CIRCULATION,MECH. RMS., ELEC. RM., THE AUDITORIUM SERVES "A-2" FUNCTIONS (SCHOOL LUNCHES, PANCAKE OCCUPANCY SEPARATION RESTRMS., & USABLE COVERED OUTDOOR AREA BREAKFASTS) & "A-3" (SEATING FOR 700 OCCS. MAX.). IA It SECTION 508.3.3 AN EXISTING 1-HR SEPARATION EXISTS AT SECTION 306.2 B - KITCHEN W/CLASS "A" HOOD- INC. FOOD STOR. THE LOBBY SERVES "A-2" FUNCTIONS (FUNERAL LUNCHES) & "A-3" SUPPORT FOR THE A n krom M O(Sa n TABLE 508.2 THE MECHANICAL ROOM SECTION 308.5 1-4- NURSERY AUDITORIUM OR CHURCH. CONSTRUCTION TYPE SECTION 311.2 S-1 - STORAGE (FURNITURE) AN "A-3" "MEDITATION COURT" WILL PROVIDE 30 FT. MIN. CLEARANCE FROM EXISING. SECTION 503 TYPE V-B STAGES & PLATFORMS FULL-HEIGHT WINDOWS. THE COURT WILL OPEN TO THE LOBBY, CHURCH,AND DIRECTLY OUTSIDE. WE HAVE NOT YET DETERMINED WHETHER THE OCC. LOAD & HEIGHT SECTION 410.5.1 SEPARATION FROM STAGE 1-HR. NET AREA WILL EXCEED 50 OCCS.1750 SF . THE COURT MAY NOT BE DEVELOPED FOR 6720 SW MACADAM AVENUE, SUITE 100 ALLOWED HEIGHT FOR 40 FT SECTION 410.6 SPRINKLERS RQD. OCCUPANCY AT THIS TIME PENDING FUNDING. PORTLAND,OR 97219 T 503-245-7100 CONSTRUCION TYPE SECTION 410.7 STANDPIPES RQD. -SEE SEC. 905.3.4. THE "A-3" STAGE WILL ACCOMMODATE SPEAKERS, SCHOOL PLAYS, & GRADUATION TABLE 503 1 STORY E CEREMONIES. STAGE CURTAINS MAY NOT BE INSTALLED AT THIS TIME DUE TO 117 SOUTH MAIN STREET,SUITE 400 ACTUAL HEIGHT 22 FT,THEREFORE OK CONSTRUCTION TYPE FUNDING. SEATTLE,WA 98104 SECTION 503 TYPE V-B T 206-576-1600 1 STORY,THEREFORE OK HEIGHT THE "B" KITCHEN IS PRIMARILY FOR RE-HEATING FOOD. IT WILL HAVE COMMERCIAL-TYPE EQUIPMENT INC. HOODS FOR THE RANGE & DISHWASHER, &A ©ANKROM MOISAN ARCHITECTS, INC. AREA ALLOWED HEIGHT FOR 40 FT WALK-IN REF./FREEZER IF FUNDING PERMITS. COUNTER DOORS WILL OPEN TO THE ALLOWED AREA PER Aa = { A,+ [A,x If/ 100] + [A ,x 1,/100] } CONSTRUCION TYPE AUDITORIUM FOR CAFETERIA-STYLE FOOD SERVICE & DROP-OFF FOR DISH WASHING. FLOOR TABLE 503 1-STORY A-3 TABLE 506.1 THE SEPARATE COMBINED SOLID WASTE & RECYCLING ENCLOSURE WILL BE AN OPEN ACTUAL HEIGHT 27 FT,THEREFORE OK 6 FT. MAX. CMU STRUCTURE W/A SIGHT-OBSCURING GATE. THE ENCLOSURE, OCCUPANCY E KITCHEN, STAGE, & OTHER BACK-OF-HOUSE FUNCTIONS WILL BE SERVED BY A { 9500 + [9500 x 42/100] + [9500 x 0/100] } 1-STORY, THEREFORE OK LOADING DOCK. - { 9500 + [3,9901 + [01 } AREA "S-1" STORAGE WILL ACCOMMODATE TABLES &CHAIRS WHEN NOT IN USE. - 13,490 SF BASE AREA PER A, THE "I-4" NURSERY WILL SUPPORT ACTIVITIES IN THE COMMUNITY CENTER & CHURCH. OCCUPANCY BASE AREA PER TABLE 503 A-3 6,000 SF NET ALTERNATELY IT WILL BE USED FOR OCC. GROUP "B" MEETINGS. OCCUPANCY B 9,000 SF GROSS CONSTRUCTION WILL BE TYPE "V-B"W/STRUCTURAL STEEL & COLD-FORMED METAL TABLE 506.1 E = 9,500 SQFT FRAMING & OPEN-WEB STEEL TRUSSES. SOME STRUCTURAL STEEL WILL BE EXPOSED, FRONTAGE INCREASE If - [F/P-0.25] x W/30 14 9,000 SF GROSS BUT IT IS NOT REQUIRED TO BE FIRE-RATED. THE FOUNDATION WILL BE SECTION 506.2 S-1 9,000 SF GROSS SLAB-ON-GRADE W/MULTIPLE LEVELS TO ACCOMMODATE THE STAGE,ADJACENT - [344.5/512-0.25] x 30/30 BLDGS., & CHANGES IN GRADE. THE ROOF WILL BE CLASS "A". BASE ALLOWED AREA Aa = ( A,+ [A,x I f/ 100] + [A ,x I,/ 100] } =.42 PER FLOOR 1-HR. FIRE BARRIER OCCUPANCY SEPARATION IS REQUIRED BETWEEN "A", "B", "S", & TABLE 506.1 "14" OCCUPANCIES. THE "B" KITCHEN IS NOT REQUIRED TO BE SEPARATED FROM FRONTAGE F - 344'-6" A-3 "A-2" DINING. PERIMETER P - 512' Aa - { 6,000 + [6,000 x 35/1001 + [6,000 x 300 /1001 } THE "LINK" WILL TECHNICALLY BE AN ADDITION TO THE CHURCH SO THAT WE CAN WIDTH OFLOCATE THE 2-HR. FIRE WALL 10+ FT. FROM CLERESTORY WINDOWS. THE SEISMIC PUBLIC WAY W = 30'-0" MAX. - { 6,000 + [2,100] + [18,000] } JOINT.WILL BE AT THE FACE OF THE EXISTING EXTERIOR WALL TO MINIMIZE = 26,100 SF STRUCTURAL. CHANGES TO THE CHURCH. THERE WILL BEAN ADDITIONAL MEANS OF EGRESS FROM THE CHURCH THROUGH A HORIZONTAL EXIT TO THE COMMUNITY SPRINKLER INCREASE I, - 0 NON-SPRINKLED B, 1-4, & 5-1 CENTER. CONSTRUCTION WILL BE TYPE V-B, NON-COMBUSTIBLE,W/CLASS "A" SECTION 506.3 Aa = { 9,000 + [9,000 x 35/ 100] + [9,000 x 300 /100] } ROOFING, & FULLY SPRINKLED SIMILAR TO THE COMMUNITY CENTER, ACTUAL AREA 12,078 SF NET - ( 9,000 + [3,1501 + [27,0001 } AN OPEN CMU ENCLOSURE MAY BE BUILT AROUND EXIST. MECHANICAL. EQUIPMENT = 39,150 SF BEHIND THE CHURCH FOR ACOUSTICAL SEPARATION FROM THE COURT. THERE SFE 13,490 SF, FRONTAGE INCREASE f THE ST.ANTHONY CAMPUS INCLUDING THE CHURCH & MIDDLE SCHOOL WILL BE THEREFORE OK. I - [F/P-0.25] x W/30 SECTION 506.2 CONTINUOUSLY OCCUPIED DURING CONSTRUCTION,THOUGH SOME OR ALL OF _ [4967 824' -0.25] x 30/30 THE MIDDLE SCHOOL WILL BE VACATED DURING SUMMER BREAK. THE DOOR FROM THE CHURCH TO THE COURT WILL REMAIN FOR CONVENIENCE, BUT IT IS NOT A - .35 REQUIRED MEANS OF EGRESS SO THE EXISTING EXIT SIGN WILL BE REMOVED. EGRESS BUILDING CODE ANALYSISFRONTAGE F = 496' FROM THE MIDDLE SCHOOL IS NOT AFFECTED. EXISTING SANCTUARY & OFFICES PERIMETER P - 824' CONSTRUCTION STAGING WILL BE W/IN THE AREA OF WORK. REDUCED FRONTAGE WIDTH OF PUBLIC WAY W = 30'-0" MAX. PROJECT NAME ST ANTHONY'S COMMUNITY CENTER ADDITION ADDRESS 9905 SW McKENZIE ST. SPRINKLER INCREASE I - 3 FOR 1-STORY BUILDING SEC 506.3 � LOCATION TIGARD, OR JURISDICTION ACTUAL AREAS A-3 6,797 SF NET AUDITORIUM Z BUILDING CODE 2010 OREGON STRUCTURAL SPECIALTY CODE 2,248 SF NET LOBBY 0 OCCUPANCY + 1_,170 SF NET STAGE � SECTION 305.1 A-3 -ASSEMBLEY 10,216 SF TOTAL A-3 0 S-1 -STORAGE (GARAGE) B 1,935 SF GROSS KITCHEN (INC. 0 B -OFFICE FOOD STOR.,JAN., iyQ RESTRM., & CORR.) CONSTRUCTION TYPE U' SECTION 503 TYPE V-B 713 SF GROSS ACCESSORY EQUIP. (MECH. & ELEC.) ~ HEIGHT 2,648 SF TOTAL B ALLOWED HEIGHT FOR 40 FT I-4 765 SF GROSS NURSERY CONSTRUCION TYPE _ TABLE 503 A-3 1 STORY S-1 + 721 SF GROSS FURN. STORAGE >1 U B 2 STORY 14,350 SF TOTAL BUILDING CODE AREA of ACTUAL HEIGHT 34 FT O Lu 16,886 SF TOTAL GROSS AREA (INC. A-3 � AREA CORRIDORS, STAIRS, RESTRMS., = Z ALLOWED AREA PER OVEREDLENTR ES) CLOSETS, & V u.l Aa - {A,+ [Atxlf/100] + [A ,xl,/100] } �J V U FLOOR J TABLE 506.1 ALLOWABLE AREAS FOR ACTUAL AREA A-3 SEPARATED OCC. ALLOWABLE AREAO Z m SEC. 508.3.3.2 - 16,000 + [6,000 x 69 / 100] + [6,000 x 0 /100] } A-3 10,216 SF - 39 _ 2 u1 F 16,000 + [4,140] + [0] } 26,1005E 4, Q O Z> l71 = = 10,140 SF B 3,418 SIF t - ,07 v / V U a B &S-1 39,150 SF _ 19,000 + [9,000 x 69 /1001 + [9,000 x 0 /100] } 1-4 765 SF 02 _ 19,000 + [6,1201 + [0] } 39,150 SF - 15,210 SF S-1 721 SF BASE AREA PER A, _ + .02 39,150 SF OCCUPANCY .50 TABLE 506.1 A-3 - 6,000 SQFT B - 9,000 SQFT HEREFFOROR S-1 - 9,000 SQFT T < THE OK. FRONTAGE INCREASE If - [F/P-0.251 x W/30 FIRE PROTECTION SYSTEMS REVISION DATE REASON FOR ISSUE SECTION 506.2 - [7007 745' -0.25] x 30/30 CHAPT. 9 FIRE PROTECTION SYSTEM SHALL COMPLY W/REQUIREMENTS FOR OCCUPANCIES SEPARATED BY FIRE BARRIERS. - .69 FRONTAGE F = 700' PLUMBING PERIMETER P = 745' MIN. PLUMBING FIXTURES WIDTH OF TABLE 29-A A-3 6,797 SF PUBLIC WAY W = 30'-0" MAX. 15 SF/OCC. - 453 OCCS. AUDITORIUM w ALLOWABLE AREA FOR I - [F/P-0.25] x W/30 MALE FEMALE i NONSEPARATRED o OCCUPANCIES SECTION 508.3 227 227 > r 4 WC @ 151-300 OCC, 8 WC @ 201-300 OCC. u 2 LAVS @ 201-400 OCC. 2 LAVS @ 201400 LL ALLOWABLE AREA FOR 1 - [F/P-0.25]x W/30 A-3 3,418 SF _ 114 OCCS. PLATFORM & o NONSEPARATRED 30 SF/OCC. LOBBY OCCUPANCIES uSECTION 508.3 o MALE FEMALE y 57 o ACTUAL AREA EXISTING BUILDING WC @ 26-75 OCC. 27WC @ 26-75 OCC. FIRST FLOOR 2 LAVS @ 1 LAV./WC 2 LAVs @ 1 LAV/WG BUILDING CODE 8,679 SQFT SANCTUARY (A-3) B ACTUAL STAFF = 5 OCCS. ANALYSIS 2,534 SQFT OFFICE (B) z + 805 SQFT GARAGE (S-1) 12,018 SQFT 1-4 765 SF = 4 OCCS. uu SECOND FLOOR 200 SF/OCC. 0 w 4,322 SQFT OFFICE (B) ACTUAL PLUMBING MALE FEMALE UNISEX TOTAL o TOTAL BUILDING FIXTURES 7 WC 11 WC 1 WC 19 WC -- 4 LAVS 4 LAVS 1 LAV. 9 LAVS. 3,699 SQ FT FIRST FLOOR z + 14,322 SQFT SECOND FLOORDAT 18 021 SQFT DRINKING FOUNTAINS 3 01-2013 REVISION z 2903.2 A-3 1 DF/F LR. PROJECT NUMBER SHEET NUMBER F F 211280 N 03-01 -13 PERMIT SET SCALE L .X I co mco I w I I � � w o N N N SW JOHNSON STREET N FD BSWW . co LS tsar - - - - - - - - - - - - - - - - - - o - - '- - - — meq► SEE SN 27690 . _ -- — s 46. w N n p S57'39'00"E 124:27' » . S57 39 00 E 506 41 ... 2 42 � S57"39'00"E; 70:32'1 20.00` FD IR w c R 15.00' oti a=82'28'00" "LS 184rn = r r I SN 28490. . ." Ey 11 L 25:53 ' R=30.00 I �7T48 31 �I CH SOS'�3'00 E 30 1 30" L=43.18' R=62:50 IoW 22.56' CH=N81'07'00"E 1=8488' .. gz 39.55' l CH=S0r2V48wW. w to Dai° DOCUMENT N0. I w N I M 78.50' " V W o DOCUMENT NO. 98018932 `� 1 ^ I w\ < O'f 0'42 E "t"i �V+��p� 2006-000828 2/27/1998 Chid 1/4/2006 `f DOCUMENT N0. CP4036 N I r `00Qo Lai k7 Z N � N W z M :. Q "AMENDED PLAT OF Q NORTH TIGAROVILLE 1 I I 3 Z ADDITION" S5T3W48wE 175.34' 130.96' J Q !� a 2 Q N W' r t W o Ur (i�,tiy5 ZWZ DOCUMENT N0. I O w O 2003-060015 (n M 1-- y DOCUMENT NO. 2002-141586 H 2 ! U w Izzw O a/n/2003 w 11/22/2002 M >= > � O z 30' = � _ A Z I 0: f y U a- 0O N54'4300wW 299.71' i of U Q .W DOCUMENT N0. 95080834 } O �(j Z 41 11/02/1995 Z C1 w DOCUMENT NO. 30 97075182 i� T 8/14/1997 1 M S = w Z i ♦— 3w0 O w i3 H Z o 20, _ w FD'IR T '^ 30' SN 19410 1 O V/ ' N5736'40wW 195:93',.. 1 O Z � LL 30 (( �--- � Q N O DOCUMI�IT NO. ' 2005-¢86825 w �- 7/25/2005 �- UVU 0z LEGEND �O • FOUND MONUMENT AS NOTED 1 q f FOUND 5/8" IRON ROD WITH YELLOW 27' ' 30, :1 DOCUMENT NO PLASTIC CAP MARKED "RAJ LS 2725" 2005 086825 SETIN SN 27074 , w 7/25/2005 I A=9T40 22 TtIFSfi DRAWNGS ARE THE PROPERTY OF FOUND 5/8' IRON ROD WITH YELLOW PLASTIC R=25.00 ARE.NOT TD BE REPRODUCED IN ANY . WESLAKE CONSULTANTS INC. (WCI) Acro CAP MARKED "HERTEL LS 1896" L=42-62! MANNER EXCEPT xr1H THE xRIT1EN Fo IR;w/YPc SET IN SN 29464 o CH=N08'57111wW RAJ.LS 2725 PERMISSION of wa FD DENOTES FOUND SN 27590 oa IR DENOTES IRON ROD I �P pFLT �o IP DENOTES IRON PIPE �J�2y0 N5T4T22wW 471.48' I SN DENOTES SURVEY NUMBER, WASHINGTON COUNTY SURVEY RECORDS W C DENOTES WITH YELLOW PLASTIC CAP - - - W/RPC DENOTES WITH RED PLASTIC CAP SW McKENZIE STREET' N N V•• W } r w : a a S m h S57 47 22 E 193.75 #0�o• Qr a Yc a> I iA C om to BOOK 488, PAGE 84 N o' 5/29/1963 a SHEET INDEX s N +� SHEET 1 - BOUNDARY;.EASEMENTS, REFERENCE,SURVEYS;,,:VICINITY,MAP �� SHEET 2, TOPO OF MAIN PARCEL, STORM DRAINAGE TABLE, SANITARY Z DOCUMENT No. SEWER TABLE, LEGEND, NOTES, U71LJTY STATEMENT F 2002-130214 SHEET 3 TOPO OF SOUTHWESTERLY PARCEL .AND NORTHWESTERLY TWO n 20 20 » 11/01/2002 RARCELS,;:STORM DRAINAGE TABLE,'SANITARY.SEWER TABLE, N5T47 22 W 207.58 LEGEND, NOTES, UTILITY STATEMENT. DOCUMENT N0. FSI i 199011015 29/19 s REFERENCE SURVEYS B S� F Hq SN 29464 "AMENDED PLAT OF NORT1 TIGARDVILLE ADDITION" z AUT sr s� SN 28984 "JOHNSON & GRANT° REGISTERED:..SITE SN 28623 "MOORE'S.MEADOWS" n 1. SN 27690 . . PROFESSIONAL o 0 SFA SN 27074 . SURVEYQR z a a SN. 19410 5 _ O �� BASIS OF BEARINGS GRAPHIC SCAL OREGON . Z JANUARY_15, 1987 . THE; BASIS OF BEARINGS`•FORTHIS SURVEY ARE PER SURVEY N0. 4Q, 0- 20 40 JOHN Pi:.TACCHINI SHEET VICINITY MAP 2�ss0; WASHINGTON COUNTY SURVEY RECORDS, ALONG THE:CENTERLINE NOT TO SCALE OF SW GRANT AVENUE; 'AS NORTH 3953'00" EAST. . 1 d IN FEET..) 06-30=08 . ■ OF 3 t:..1 inch_=.;40• .;ft RENEWAL DATE JOB NO. 1845-03 . .. . . : ' 184503T DWG fi 1 :.'.- -'.. •'.: ,JJ OdVE1'tAY ` 161:5-� 7 Cp '�O.1m STORM DRAINAGE TABLE SANITARY SEWER TABLE �� Z,-�50 __� ���G---�1 ���� o c G G G G G G G G C G G G ^ O SDCB 12 SDMH O SDCB i) SSMH Z 1� 1 RIM=179:04 RIM=173.44 RIM=164.60 RIM=174.08 - co'H Aq\ 164.0 O o \� - .�° o��- �~wti- W~~ 61\ civ "A o p ° _ n 4" (Swj 177.84 12" SW)=770.84 8• (SE)=152.40 8" (NW)=164-OS roto ss - _ sc g~ ti� \ _ _ 12 (NW)=177.44 12" �SE)=170.84 8" (SW)=163.98 I] ^'" n n ' t > O 12" (NE)=770.84 22 SDCB 8" (SE)=163.88 00 ~'636 , �� b 02 -;) OHNSON S l REET � J 16266 (DSSMH ` awl 1 ♦ 1 tisP /C2S a`to 638' w �, M O RIM--6178.32 13 SDCB Sw (�69 � d w w . w w w w w w 12" (SE)=176.12 RIM=171.19 RIM=173.87 \g° N H : .+., .• .. ,- 7 176.12 69.39 RIM�161.2 = 8" (NW) 164 77 G4 Y. L"+ i» .. 0 8" (SW)=164.67 166.0 : .� V - t, .,' i°. . °','{f .:♦ ' :?:! < 'rz . . .' ' T. <" a O O ( ) SDCB 14 SDMH (PLUGGED) 8" SE =164.67 a e . O 8" (NE)=164.57 9 '`h � °^ RIM=176.77 RIM=171.64 �•+ 161.0=6 5 ,I g4.0 12° (SW)=175.47 8" (SE)=169.34 24 SDCB t , 12" (SW NE)=168.74 RIM=161 56 0 SSMH 6S' O � ( r ® SDCB 12' (NW) T58:46 W y RIM=164.44 8" (NW)=160.94 a is O` o I I 12° (SW)=175.83 PoM=1fi9.87 12` (SE)=158.06 00 D+ st " 64.5 ! RIM=177.03 15 SDMH 1Y (NE) 158:26 TYy c0 r '� , 12" (SE)=153.34 � 00 d 12' (NE)=175.83 6 (SE)=166.77 12" (SW)=153.04 4 I 12'PVgSW)"16t.42 ,- \� 1165. I 12" (SE)=175.43 72" (NW)=166.37 25 SDMH \ t 12" (NE)=152.94 72" (SW)=166.27 RIM=161.51 00 ss I iu y fi i o I I O SDCB 75 ® SSMH �� " (NE)=166:27 12" (� E =157.71 � Llai ro apvc(sE) 1662 1S I s SPORT 7¢48 � I 1165,5 t RIM=172.75 12" (NW)=157.51 RIM-164.10 E4 O tD 1 1 12 8" (Sw)=156.80(NE)=171.25 16 SDCB 12' (SE)=157.41 U) c� _ - E �d"oar p 1 \\ ® SDCB (SE)=166.88 26 SDMH 8 (NW)=155.60 r m 0 1660 RIM=168.88 w ;D a�� ♦6 I \ RIM=172.36 RIM=168.19 W PG W �6 �` `\` ;`- 12" (SWj=171.16 17 SDMH10' (S)=162.29 C W c LLJ o� w I 12" (NE)=171.16 RIM=164.20 12 (NE)=16224 V�p z o ` ` 166. ` / , 12" (NW)=162.00 VwC£ ♦y60 \� o VOID \\ % O SDCB. 15' (SVO=161.70 � L$ .r 27 SDMH � 15' (NE)=159.80 Z CJ.tiV r '� \\ 167.0 r 12" {N)=177.32 42 (S)=159:59 dW 165.5 11, 12" (SE)=171.22 18 SDCB 12' (N) RISER `g z g ' N vASP \ 12" (SW)=171.12 RIM=164.75 JSP LL1 I N N ` 8" (NW)=16235 ® SDMH ♦66y ` ¢ gt¢� r rri o\ / ® SDCB 12" (SE)=162.25 RIM=172.10 G6 k' I z ��� 1675 1/ RIM=172.47 42' {N)=163.40 0 ° �• / 12' (W)=171.6719 SDDI 72' (S)=163,40 I o o TG=154.41 �. _ !�9 SDCB BG=163.06 29 SDDI _ w ( RIM=172.41 8" (NE)=162.57 TG- 12" (S)=171.61 BG=160.87 166.5 I �,• O �.� 20 SDDI 12" (SE)=160.52 Q SDCB TG=165.69 CV - d`j RIM" 75.73 BG=164.38 30 SDCB O 10" (NE)=173.73 8• (SE)=162.71 RIM=169.25 Z t r` �i• S t 12" (NW)=166.23 W Z fsa.o•'-_---------- 11 SDCB � O RIM=174.17 ~ W w 1 167 12 ( ) .0 1 �\ \ - • NE =171.97 0 7 O �' Sni W ,_ U W W Q' 1685 / r ' • i / . / 53 I s' - . . . to O O ' 1610 go-i1 L ::'/ O a ��� c 1 �' 169. - O } r r ASP o LEGEND ry + p O •° ;•;,°„o ��'/�,''� N /�/ �' f69.5 Es[] ELECTRIC BOX -°- SIGN w Ld UNDERGROUND WATER UNE W �I � � O h ASP / f�j �1 r 1 0 . :.`.: �go,�0°'oh ' �' ® ELECTRIC METER COO CLEANOUT oN OVERHEAD UNE V / co U .,•:' 4r , 170.0 - F- Z 6 _ o A' . ELECTRIC RISERQS SANITARY SEWER MANHOLE T UNDERGROUND TELE-COM W O ♦60' y ..903 " a � s<i __ -- - � i • �'.•. .. ;:• F- h r gg� o _10� I c1 Po� �� r � FW ELECTRIC TRANSFORMER ® CATCH BASIN / DITCH INLET SD UNDERGROUND STORM DRAIN LINE O I- C7 / 100 .,2 168.0 I °1gd: ,mak �s' 170.5�� = V) `" Z n/ ___ '. � � � ELECTRIC VAULT � AREA DRAIN ss UNDERGROUND SANITARY SEWER UNE � W = -ti-1.7.0.•,;_ S QcO� POWER POLE @ STORM SEWER MANHOLE _E _ UNDERGROUND POWER `'' ,2, �, ' 171.0_-___ •Q 'S 1 168.5 \ ( - y; °'� 't / ` o LIGHT POLE 4Po GATE POST G UNDERGROUND GAS UNE O ` 20 s _ 171.5 STREETLIGHT HANDICAP PARKING SPACE ----------- EDGE OF GRAVEL z � � ~ � �m0 I s _ MIDDLESCI)OOL GA(- GUY ANCHOR ----------- EDGE OF PAVEMENT O I I " (' �0g• , ' °. 5� DECIDUOUS TREE n . . t- C) - 1 0 w A ( Is 112 [Q UTILITY VAULT - - EASEMENT UNE � O F - EVERGREEN TREE O Q Z V) Li 169.0 �P a 0 I ® GAS METER - CL ROW LL N t ASP o - - .27 •'••r• • - N ® GAS RISER - APPLE, CHERRY, PLUM, LOCUST EXISTING 0.5'FOOT CONTOUR ImoGv - GAS VALVE EXISTING 25 FOOT CONTOUR G U U 9`' °' ' °k / ��4r °�t ® TELEPHONE RISER BIRCH, ASH RETAINING WALL 0 Z / 20 10 II ( .:.. �/ I ® 'so :,• �: ° ® CABLE TV RISER CURB UNE O m I c H / e4¢` 770. 1 y�� I -' a4 .ta o. . • ' .6.; � FIRE HYDRANT FIR, HEMLOCK o _X _X _ FENCE UNE AS NOTED WATER VALVE MAPLE o I > + / a: ® WATER METER ASP ASPHALT SURFACE HAND RAIL �t t �5p ' ♦1 0 �e ° 2J ° Da IRRIGATION CONTROL VALVE TRASH TRASH ENCLOSURE THESE DRAWINGS ARE THE PROPERTY OF \10 I 1 I t f`&' ° " • \� Q RAIN DRAIN r,• � %. CONCRETE WESARE NOT OOBE TANIS INC. IN A AND 1 LS LANDSCAPE AREA ARE NOT To se THTHEREPRODUCED T ANY MANNER EXCEPT OFWITH THE WRITTEN GYMNASIUM 'gip• O BOLLARD \ \ \ PERwSS10N OF MCI °� \1♦� \ I 'o I "i. h° ? o:> e. g � '�+P °lep C '- ® MAIL BOX crluC BUILDING FACADE AT FOOTPRINT o \ t " r a go Wm -.. 11Tp t1.Oh �' \ ♦1�p \\ vim . � 4E° `\1t$ �` I � �� � I ? !:• S °� • i�•� � ••• X ' � °• S3 ice? ;�`' .. • �4,: . ...,:`.. ��... U � F- V 27 `\ :g2o i Ls / \\ oIS a �'`� ° ' :,. oha ,ro�s, NOTES a S' ti� kh ` "• a ' 173: ` .. " ' ' �" ' '"` ' ' g° 1. THIS SURVEY WAS PREPARED FROM FIELD WORK PERFORMED IN JULY 2007. BOUNDARY LINES WERE ' {C' >' K_ DETERMINED FROM FOUND MONUMENTS ALONG WTH DEED RECORDS AND RECORDED SURVEYS AND PLATS FROM a < <>' 1?2� b\\ ASP .'1 / �o a ' \ O \":•': ♦(� WASHINGTON COUNTY RECORDS. o pm THIS TOPOGRAPHICAL SURVEY IS NOT INTENDED.AS A BOUNDARY SURVEY - ONLY A PRELIMINARY BOUNDARY z RESOLUTION WAS COMPLETED. PROPERTY LINES AND EASEMENTS ARE FOR REFERENCE ONLY AND ARE o} h :•:, LS ESTABLISHED WITHOUT CURRENT TITLE REPORT AND RELATED DOCUMENTS. NO TITLE REPORT WAS USED IN 0OO ASPJ PREPARATION OF THIS SURVEY. EASEMENTS OR ENCUMBRANCES MAY EXIST THAT ARE NOT NOTED ON THIS IS O`� + O ° '~ 3 SURVEY. A CURRENT TITLE REPORT WOULD BE NEEDED TO DETERMINE THE EXTENT OF ANY AND ALL ` 3 EASEMENTS AND ENCUMBRANCES. O\ S 175 p 2. DATUM: FOUND 4" BRASS DISC.SET IN CONCRETE PORCH OF ST. ANTHONY SCHOOL, LOCATED AT THE l t ASP�y ' yq "° OH . •u STREET;SOUTHWE44 FEET TERLY CWEST OFORNER OWEST CURB OF HIGHWAY 99W, 115 FEEF THE INTERSECTION OF HIGHWAY 99W TSOUTHOF CENTERW PACIFIC LINENOF SWJJOHNSON ♦ s A >y 19:�w gry - y\C:' 9 ... •- a ,, . oo\t STREET. H . .. . ' - t. .. ,. 1 "1h: :'1g' : •D .�.- '• •• - '9' . . '. ' .: . \ ELEVATION = 169.501 NGVD29 p 173.0 : • T- 9 a D . . 10• 19$ 1g. 9.5 A� c F yo ` up _��113A �y 1 ASP t 5 114,0 J 11a5 L 115 _) 11`O' i ,SP 116 1r1, o $ SS 1T " 180.0 3. CONTOURS SHOWN ARE AT ONE FOOT INTERVALS. Q iA.03O 3 � •_.s 1_"•,. ' _,,�•-_T -\ ` ;�ti - -^ -�-,'. a e�• - -3s 10 ,D '�ti -\� °ry. ,� ,��° - oR1'``� - ' .r°o : v K 1E TR T 3 N 0. W i2 ti,i-- so f------ so T T mS -I ry 0v �,1 0 o < a ,tk� 111 k1 O �- ` \60' ~ V I � Zd � � . " - ., .. .. .'." °. . . .... .. s•. Z ..°. : •.. • .: r.+y . WAY OO ?� tkRh .S 5.. { \\\\ . O Z \ 3 W REGISTERED ESSIONAL LPND SURVEYOR ` O I a SEE SHEET 3 fn O O 5 UTILITY STATEMENT o GRAPHIC SCALE 15 30 JOHN R �ORYGON9B7 z J THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND 0 P. TACCHIN! SHEET EXISTING,DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN 30 2267 I COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 06-30-OS 2 OF INFORMATION AVAILABLE. THE SURVEYOR HAS.NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. IN FEET 3 1 inch = 30 ft. RENEWAL DATE JOB NO. 1 1845-03 184503T.DWG + m ♦00 00 I y02 I Z 0a I %f4 - rrr•���� oO 41 1 ♦ ,* I _--------•�--•� SV�oJO , T g GGT 154.0 ♦0``0 ♦0 ♦0y♦ `� 'g" ♦gy4Z-140!A N `fie♦ 0k 03 a •�-• - - toko w 0♦♦6 sir `y� ,5�� s' �,�1b i63o �Q1 16`3S N 6ky n - *� o STbRM DRAINAGE TABLE SANITARY SEWER TABLE --Gh{@A%+ ♦ °m. �r Q.Stx� 12 - S1)MI{. QI SDCB 01 SSMH 0 0 i. ��` � '>a,.t".1 - RIM 179:04 RIM 17&44- - - RIM=164.60 RIM=174.08- 166.0 < �' r, 4` (SW -177.84 W.(SWN .170.84 1 8' (SE)=162:40 8' (NMO=164.08 y ,,;'' 12 .(NW)=177.44 12 {$E�170.84 - 8' (SW)=163:98 e ♦0y♦ c p lr-("170.84 22` ` 8' (SE)=163.88 . - sS O. SD(13 . RIM=16269. a, : 6y. / RIM 17832 13 SDCB` - 8' (SW)=162.69 U2 SSMH to d 1e . 12' (SE�176.12 RIM=f7i'19:- RIM=173.87 J5 yy I 12' 0.11=176.12' r (NWp169.39 23° SDCB 8' (NW)=164,77 \p ' 0 RIM=161.20 . . 1. Go :. 8' {SW)=16 67 ASP \-4 ♦0� 30 1i0' / 0 :SDCB 14 S134t (PLUGGED) 8: (SE}=164:67 E...1 E" • a4 e RM=17fi.77: RIM=17164 _ 8' (NEr164S7 pp.�a 21 sro. aPvc( 63, - ss - it (�=175.47 8":(SE) .169:34 - 4 - - . � � -M Q.1 HOa>. RDd=16156rT, 0 p : 1 - 4 _ SDCB _ .1r {SW-NEri6O.74. tr (1i1 .1s6:46. Q.SS11H 'w;� >y 3�1� z p O . , RW=164,44 % O O RIM=177.03. 1s SDI 1-. 12 (1�='%28 y. ' .0 0 2 C( X63 34 p y .. 0'2' •" - - .1Y (SW)=175.83 RIM=169.87 , . .12' (SE)=158.06 » O- H �a 1r/ . :(NEk175.83 6' (SEk166.77. - 12` (sw)=15304 - t3 pq O�O o tr'{SEk17543 1r.(NWk16637 RIMA161.51 - ow w oSDMH12' (NE�152:94 \66• 400. ` 1 N O.'W=172.75 15` (HE)=166 24 . . Ir (NW)-157 51 ®.RIM�s4 to wri -= - ` i p 1r (NE}=17125 1s W. (sE�15za1 . s (SW)=156.80 a i- RDA=16&88 8' (NW)=155.60. ♦0 I W ©-:SDCB 10` (SE)=166.88.. 26 56411 . Z LLj RDA=17236 RIM 168.19. - . ASP •. - z.. _ .. . y �tl _ 1 {SW)=171.16 17 SOMA . 10' (S} 16229. 66 oti 3 1r (NE)=171.16 i6M=164:20 . 12"CNE)=162 24 . . 160' Q �' (n tr,_(H =16200 . 11 .o , ... ,O SOCB - : - 1s" (S=161.70 . 27 .SDTt v e� 3 LL1 RIM=17272, - '15' (NO-459.80 . RDA=17249 , ,• . 1g0. Z Ld t• 72 (Nk171�2. 4r (5 159 Z • Q (n 12 {SE17122 ' 18 SDCB': tr (N) RISER Q . s (�') v�1' - 1r_($wki71.12 mr is4:7s CV p- . , 6 woo0 sus . , ;.' !:' ® wi7247 12'((SE�]s225 - 63.40 O w p 11 0 1. . 6p 12' (W)=1 6T 19 SDDi 12` (S}=16340 (_ �:o . . \6 ♦ X50 :..:.".. .: '' .;5:.. :, . ® -SDCB 8G-16306 29 ,SOIX ix : - = 111 LL ,o + 167 RIM=172 41 (" 7G=18222 . , ! g N 162 57 (n: Q t i 8G=180.87:,; \p`O' r o� + ". >:,'... ,: ,. 1r (Sk1716t- 2"" =180 52 � � L� W .. w _ - I . .: .. .: _ .. 630 - _, y _ + ' '. + .•. - '/I .. . : :, :i'. 10 ..`SDGB•z . O 26=185:69 - Z). 0 -F}- kk /. RDA`17573 BG=164.38 30 .SDCB Q 6g \p 00 Aor (NEk173.73 8`:(SEk16271. RIM=169,25 : . . r.. _ �.J z. 9 � ., 'i I ;i r:(NW)=166:23 . . Lal - *� t i . o it Z V F- 1• . . : � 0 \� . .. ir.6i&171.97 .. Q I-: h - ASP + f } _ - �`' + 00 .Z. C1 LTJ I Cq 'fix x \°f0• •7 QD ''�?' - '" - - Z x X X 'KUD XRAIL - •.. . _ � L �___----_� - X % x x \ 0yz 168.0 --- . . I:J. �.LiJ � 1� ---- % LEGEND .Q Q, Z < . -____ 1700 _ 1 0 600 . . , �/ 0 Q p� c� " 1685 n ELECTRIC I10X -.-_ 'SIGN w: UNDERGROUNQ•WATERUNf y,n z 20• •-s ® ELECTRIG:METER :O CLEANOUT OH OVERHEAD LINE . . V V) W = a - ' , nO ~ / ^40 ��' k0 e0 w € , ELECTRIC RISER QS -. SANITARY MANHOLE T UNDERGROUND TELE CUM :I3i. - F- O F I♦00d+ �D + ..®, - ELECTRIC TRANSFORMER ■ CATCH 8 / DITCH.INLET so UNDERGROUND STORM``DRAIN LINE 0 O Z 117 Li . !-- .LL- N o ® ELECTRIC:VAULT. ® AREA DRA s§ UNDERg2OUND.SANITARY SEWER LINE . . . . . 1. a . , . {Oi, `POWER.'PaE : STORM MANHOLE E UNDERGROUND POWER _ ~ . UGHT POLElz� �o GALE POST o UNDERGROUND GAS UNE O (/) U SEE SHEET ZI. +. STREET LIGHT �i ►,AMWGAP PARKING.SPACE. --- - - - :.. EDGE 6RAVEi J o y ♦`� u `♦ �� s \ Yob GAF - GUY ANCHOR DECIDUOUS -. � EDGE OF PAVEMENT w+ /' 0 ` ♦♦ - �` �, � UTICfTY VAULT0 EASEMENT UNE 1,y0 \\ ♦♦�� �� EVERGREEN TREE ' _ .I .. . Ls O` ASP l ® GAS METER . CL ROW .® GAS RISER APPLE .CH Y, PLUM,'.LOCUST (70S11NG 0.5 f00T CONTOUR THESE DRAN1NOS ARE THE PROPERTY ov. ., ♦ - . , WESRAKE CONSULTANTS INC, i A. � M-Ar CWS PLANT CALCULATIONS: 0 PLANT L.TST: RAIN GARDEN PLANT LEGENIX Q ~ e Per LIDA Handbook & CWS Construction Standards # SYM LATIN NAME/ Common Name SIZE SPACING SYM # LATIN NAME/ Common Name SIZE SPACING N i•-c A ANAP L.OTTE O� I—. \\ 1 EXISTING SHRUB(S) TO REMAIN �• D _ - — Total Rain Garden Area= 6,500 SF SHRUBS TREES OR 'G{)N T IXISTING SHRUB TO TRANSPLANT (M) = MITIGATION TREE © ® 38 CS NUS S RICE 1 gal./2' ht. 4' o.c. 1 EX. LA ©x EXISTING SHR ( > 0 BE REMOVED Treatment Area = 4,640 SF Red sier Dogwood 12 R ATUM 6-7 ht. As Shown TO R AIN :, •. ' ❑ REMOVE `J/� SHRUB(S) T Herbaceous Plants Required (115 per 100 SF) = 5,336 0 37 PC West rn NinebarkUS APITATUS 1 gal./2' ht. 4' o.c. O4 ACER Maple , I , } ` Vine Ma ' ! EXISTING EXISTING TREE TO BE REMOVED * + LAWN - Freeboard Area = 1 ,860 SF HERBACEOUS PLANTS 3 ACER PALMATUM "SEIRYU" 6" cal. As Shown (M) - . •• • • ) • - \- Seiryu Japanese Maple + . . Shrubs Required 4 per 100 SF = 75 _____ q ( ) 779 BC BIDENS CERNUA 1/2 gal. 1' O.C. TM - - - -� Slough Sedge + + + + ! Herbaceous Plants Required (1 per SF) = 1 ,860* 1.779 SM SCIRPUS MICROCARPUS 1/2 gal. 1' O.C. Small-fruited Bulrush *Area to be Seeded with Native Grass Mix to meet the 1,778 JP JUNCUS PATENS 1/2/ gal. 1' O.C. required density Spreading Rush 5 ACER RUBRUM "FRANKSRED" 2" cal. As Shown (M x 2) fAflt Red Sunset Maple TRANSPLANT (3) GROUNDCOVER Ankrom Moisan EX. HYDRANGEA SHRUBS NATIVE WATER QUALITY SEED MIX Seed See Specifications CHURCH !U // . 8 ALNUS RUBRA 2" cal. As Shown (M) O'�• o� Red Alder 6720 SW MACADAM AVENUE, SUITE 100 / PORTLAND, OR 97219 T 503-245-7100 G 13 CERCIS CANADENSIS 2" cal. As Shown 117 SOUTH MAIN STREET, SUITE 400 REMOVE EXISTING LAWN & Eastern Redbud SEATTLE, WA 98104 76-1600 TRANSPLANT ROSES INTO /- ©ANKROMSMOISAN ARCHITECTS, INC. NEW ROSE GARDEN AREA > " r� -_-- _ - ; , /' - \\ 2 CHAMAECYPARIS NOOT. "PENDULA" 6" cal. As Shown (M) T T Weeping laskan Cedar � � A Zk ` ` . 9 FRAXINUS PENN. "MARSHALL" 2" cal. As Shown (M x 2) \ R GARDEN Marshall Seedless Ash ADDITI INFORMATIOR / 3p � lam- �� , ' • � _ _ 9 NYSSA SYLVATICA 2" cal. As Shown (M) Black Tupelo IN --------- �, \ F 2 PRUNUS "ROYAL BURGUNDY" 6" cal. As Shown (M) -_ _ � - Black Tupelo r . • \ ` / • • • -• . - ` . • • \., - - \ \\ t 3 PSEUDOTSUGA MENSIEZII 2" cal. As Shown (M) i °ti , ; Douglas Fir SHRUBS 1 LOROPETALUM CHIN. "RAZZLEBERRY" 2" cal. As Shown Razzleberry Fringe Flower ' � ✓ \ �/� , ,� ::.. .. PLANT HEDGE 6" BELO , " . 54 EUONYMUS JAP. SILVER QUEEN" 2 gal. 3 o.c. i/ \ DRANAGETOF wAwRTEB.-DO NOT - _ Forest Pans Eastern Redbud \ - / OUND 18 PARKING SPACES �° Y J< 6' TREE PROTECTION R00T B S REWIRED- 7 <, - i� oy 1 JUNIPERUS CHIN. "AUREA" 5 gal. 5' o.c. Gold Coast Juniper i \ \ �y / '}--- -- „•- C _..---. /' ;.� , ., ° �*_ \ � 2 JUNIPERUS SCOP. "WICHITA BLUE" 5-6' ht. 4' o.c. Wichita Blue Juniper IXISTING / GU \ ;-, Q •• COMMODATE N Q< k % � © 41 NANDINA DOM. LF STREAM" 2 gal. 3' O.C. PRUNE ASN IN VISION \ ' TREE PROTECTI G aEAR AREns ro MaNr � � � \ � \ S GULF STREAM NANDINA Y _ • ., 1. �' • -. - ! i , OH v �" \ 18 PIERIS JAPONICA "FOREST FLAME" 5 gal. 5' o.c. ° `'..\ \ Forest Flame Pieris porn 0 25 RHODODENDRON "UNIQUE" 18-21" 4' o.c. ti / \ � 1 ��. � �j I �'• ' � i � � �}� � \\ � Unique Rhododendron R SHRUB REMOVAL PLAN + � ` (� 10 Hicks MEDIA "HICKSII" 3-4' ht. 3' o.c. ' //; ,\ � �\ `= ® 11 - � I ill .�� Hicks Yew y / ` ,• __ I VISION I AN ! 23 THUJA OCCIDENTAUS "SMARGD" 4-5' ht. 30" o.c. SCALE 1 �� = 20 7_01) �\ Emerald Green Arborvitae v A uvM To �� 14 3 gal. 4 o.c. •°" + Evergreen berry G \ i 0 44 VIBURNUM DAVIDII 2 gal. 3' o.c. j r �' .•. - • + \ -I-•-�- I David Viburnum / • / \ 0 124 VIBURNUM rTINUS "SPRING BOUQUET" 2 gal. 4' o.c. Spring Bouquet Viburnum RO DCOVE sss"' {. : ,- • � 1 \•, 407 EUONYMUS FORT. "COLORATUS" 1 gal. 3' o.c. 0 l ` c� -�'v. Purple Wintercreeper Qw SEE OF COURT _ __ \\ \ pp 25 FLOWERING PERENNIALS 1 gal. 2' o.c. `. .,j . PLANTING PLAN New or Transplanted Existing �I - - 1 - - `V 19 MAHON A REPEN gal — 335 B NIA FRA ROIDES 1 gal. 3 o.c. \T Creeping Oregon Grape � l z :.---- � Warren StrawberryA = - M 34 CAREX OSHIMENSIS "EVERGOLD" 1 gal. 2' o.c. O � '- - G Ever old Sedge Ex, E MAIN ' 9 9 U �\ % 70 REMAIN `I ` � Ell AGEPFINE LAWN Seed j , j O , - .-Q•. -PAIR LAE _ -_. - ` . ` ` .-.-.i Existing I R coNSiRuxi Aro _ - • • - • - + . SSpecificationsSeed 1191 - EJ0,5TING.. • • - - - - - - - - See _ ` - To Match Exis 'n � ROUGH SEED U .77 . J U �=s m RASE 1B MITIGATI N NOTES O O (See corresponding Tree Survey & Report Dated 2/22/13) I- Li �3 g •• : " :. TOTAL EXISTING TREES (MINIMUM 12 CALIPER) = 13 Q ` EES TO BE RETAINED = 6 0 j \ v;•' ""� ' PERCENTAGE RETAINED = 38% (� BARBS IN E VISIONS TREES TO BE REMOVED IN POOR HEALTH = 2 \ BE TAN 3' \ ��..+-�s, ,;•. .1.• /iiiiiiii iiiviiiviiiiviiiiiiiiiivii / - _ IMUM H HT 3 WOOD IP ::`w/.; ;, S TO BEREMOVED 51 GOOD HEALTH = 5 GRAVEL PATH TREES INCHES 134 O (OPTIONAL) -.A i••.. \ \ .. '^. •.: ..: Cs� { MI R R pis REMOVED 18 PARIONG SPACES MITIGATION INCHES REQUIRED FOR 90 OF NCHE3EREQUIRED �. TREES REWIRED= 3 - ' TREES PROPOSED- 5 .• mcnnoN TREES - 2 00 00 0 NEW 2" TREES PROPOSED = 24 (48 CALIPER INCHES) - ; '> \ NEW 6" TREES PROPOSED = 7 (42 CALIPER INCHES) oil 0 \ O 00000 0 00 0 �f ' IN LIEU FEE TO BE PAID = $0 \\ \ \ I N 4-26-13 ADDENDUM NO. 1SS RE ISIO UE 6-20-13 REVISIONS PER CWS ._... ...... L -- / CONSTRUCTION SEQUENCE O -- ' a: 8 INSTALL TREE PROTECTION FENCING u r G U \ SITE PREPARATION CLEARING ROUGH GRADING) 0 i - - - - - 1- -- - ------ -_ --_ € ` SITE WORK BUILDING CONSTRUCTION/PAVING) Q o REMOVE TREE PROTECTION FENCING 0 �1 ❑❑ f, TOPSOIL PLACEMENT _ _ _ T---..- \ \ \ ` 9 i t \ FINAL GRADING O _ _ - v� �� i` .; ;• LANDSCAPE INSTALLATION - -- ----- - - — - SARCOCOCCA CO RHODODENDRON \ � • \ o ! W FG Ln N �T ��, A v _ GENERAL NOTES: �' w I 1 1 1-I 1 1 1 1 1. Contractor is to verifyall plant quantities. 2. Adjust plantings in the field as ecessary. o (�' °ti r• 3. General landscaping is to be irrigated by c" l % either an automatic, underground system or by Z o \ s �y� . hand until plant establishment. Water quality � v �� swale is required to be irrigated by a temporary, tea` - - automat' either above or below ground ^ I .: , . . automatic system, e w g u a. r�T ro C:) ,..., s .. for a minim two year period. � Ln 4. All plants are to be fully foliaged, well as I `�` , „ \ branched and true to form. 'n o LANDSCAPE Z I LANDSCAPE PLAN o M PLAN OPTIONAL COURT PLANTING PLAN -cs SCALE 1 " = 30'-0" DATE REVISION a \ \ 3-01-2013 SCALE 1 = 10 \ PROJECT NUMBER SHEET NUMBER LLI °y\ 211280 03 - 01 - 13 PERMIT SET SCALELi 0 NOTED ' F --.. SOIL VOLUME/CANOPY COVERAGE CALCULATIONS: SW MCKENZIE PARKING LOT TREES 'l�; r-TL:oTT'EN• 1 ,000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE WITHIN 50' RADIUS TOTAL PARKING LOT AREA = 7,989 SQ.FT. �� ;` �� � ' 25% (1,997 SQ.FT.) CANOPY COVERAGE REQUIRED L-gggg TREE NO. TREE SPECIES CALIPER MATURE SPREAD MATURE CANOPY AREA (SQ.FT.) OPEN SOIL VOLUME (CU.FT.) CANOPY COVERAGE (SQ.FT.) 14 RED MAPLE 2" 40' 1,256 3,831 1 ,102 15 RED MAPLE 2" 40' 1,256 2,814 693 \� 16 RED MAPLE 2" 40' 1,256 4,719 881 17 RED MAPLE 2" 40' 1,256 2,304 549 \\\` 18 RED MAPLE 2" 40' 1,256 3,309 1 ,005 TOTAL COVERAGE ' 4,230 is Ankrom Moisan SOIL VOLUME/CANOPY COVERAGE CALCULATIONS: SW MCKENZIE PARKING LOT TREES / 6720 SIN MACADAM AVENUE, SUITE 100 /r\ PORTLAND, OR 97219 1 ,000 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE WITHIN 50' RADIUS '•�\. .J� �.,.%• i J" ,�' T 503-245-7100 TOTAL PARKING LOT AREA = 20,031 SQ.FT. .¢ - F'` 25% (5,008 SQ.FT.) CANOPY COVERAGE REQUIRED ✓` �`ri 117 SOUTH MAIN STREET, SUITE 400SEATTLE, INA 98104 ` \ T 206-576-1600 TREE NO. TREE SPECIES CALIPER MATURE SPREAD MATURE CANOPY AREA (SQ.FT.) OPEN SOIL VOLUME (CU.FT.) CANOPY COVERAGE (SQ.FT.) ©ANKROM MOISAN ARCHITECTS, INC. 19 MARSHALL ASH 2" 40' 1 ,256 1 ,395 1 ,078 2 � AVAIh;(tBLE SOIL 20 MARSHALL ASH 2" 40' 1 ,256 11 ,325 456 i SIGN \ BouNOA�r \ 21 MARSHALL ASH 2" 40' 1 ,256 13,596 436 _ ° \ :;� D \ 22 MARSHALL ASH 2" 40' 1 ,256 13,500 442 23 MARSHALL ASH 2" 40' 1 ,256 13,326 466 \ \ 24 MARSHALL ASH 2" 40' 1 ,256 13,956 454 \ \ `', ' �• 25 MARSHALL ASH 2" 40' 1 ,256 11 ,004 590 J 26 MARSHALL ASH 2" 40' 1 ,256 4,407 894 g \ \ / 27 KOUSA DOGWOOD 6" 25' 491 3,636 89 \ \ 28 KOUSA DOGWOOD 6" T 25' 491 4,731 90 29 KOUSA DOGWOOD 6" 1 25' 491 3,108 89 �\ 30 MARSHALL ASH 1 2" 1 40' 1 ,256 4,347 801 TOTAL COVERAGE 5,8850(l 4m r � \ 7 77 r' r i 1 r CANOPY'COVERAGE AREA .•, ..:?' ,,: _ G LOT BOUNDARYYl Nki /,,i J SII X;. ..,, ,,,.. rr \• , :t Ar i \ \ Xy . AVAILABLE SOIL .... • J-/ f;- a:.- ♦\ BOUNDARY it �\.. r,. • J \\ <. �WAX l:m t , • \$: \ / �• • ' ` � 053"` .^, 1, ...4 ' I \ Q mmmomm Mimi ~ O e... W AVAILABLE SOIL . � _ - LLJ BOUNDARY = 0 m LLJ\ Q � Q U a_ \ I + CANOPY AREA \ _ \ PAWNG O • \r �..' 0 0 0SJ i ------- REOSION DATE REASON FOR ISSUE t , t 1 4-26-13 ADDENDUM N0. 1 SOIL VOLUME CALCULATIONS: SW GRANT STREET TREES ■ . ...... . ON 18' R.O.W = 800 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE WITHIN 50' RADIUS ON u ❑❑ TREE NO. TREE SPECIES CALIPER MATURE SPREAD MATURE CANOPY AREA (SQ.FT.) OPEN SOIL VOLUME (CU.FT.) \ o. 1 EASTERN REDBUD 2 25 491 12,555 ` \, 2 EASTERN REDBUD 2" 25' 491 13,608 \ } \ U a 3 EASTERN REDBUD 2" 25 491 13,836W 4 EASTERN REDBUD 2" 25' 491 13,914 � �r 5 EASTERN REDBUD 2" 25' 491 6,7800 CD 6 EASTERN REDBUD 2" 25' 491 4,524 7 EASTERN REDBUD 2" 25' 491 10,854 M W \ � o N 8 EASTERN REDBUD 2" 25' 491 7,095 V) 04 \ t \, /1 SOIL VOLUME CALCULATIONS: SW MCKENZIE STREET TREES a 12' R.O.W = 500 CUBIC FEET OF AVAILABLE SOIL REQUIRED PER TREE WITHIN 50' RADIUSao a TREE NO. TREE SPECIES CALIPER MATURE SPREAD MATURE CANOPY AREA SQ.FT.) OPEN SOIL VOLUME CU.FT.) ` ;. TREE PLAN W 0 ( ( .•h5�, \ � LANDSCAPE a 9 EASTERN REDBUD 2" 25' 491 7,260 ``>, \ SCALE 1 " = 30'-0" �O M P' PLAN Z 10 EASTERN REDBUD 2" 25' 491 2,862 \\ _: > \ . z 11 EASTERN REDBUD 2" 25' 491 4,533 \�` DATE REVISION \p :., a 12 EASTERN REDBUD 2" 25' 491 4,710 3-01-2013 N 13 EASTERN REDBUD 2" 25' 491 3,450 PROJECT NUMBER SHEET NUMBER Q o211280 a 03 - 01 - 13 PERMIT SET SALE LlNOTED .1 i� i ANET L.OTTEN OREGON OUTLINE SPECIFICATIONS PLANTING AND SEEDING err TREE PROTECTION PLAN (Per Arborist Report GENERAL: All plants shall conform to all applicable standards of the latest edition of the "American Association of Nurserymen Standards", A.N.S.I. SOIL PREPARATION: Remove all nonnative plant materials, including plants, roots, and seeds prior to adding topsoils. Water Quality Facilit area shall be over-excavated and filled to final rade with 18 of to BEFORE CONSTRUCTION: " ' , - Z60.1 - 1973. Meet or exceed the regulations and laws of Federal, State, and County regulations, regarding the inspection of plant materials, certified Q2 Y 9 psoil mix. Topsoil mix to be equal parts organic compost, iy , as free from hazardous insects, disease, and noxious weeds, and certified fit for sale in Oregon. clean topsoil and gravely sand. See Civil Sheet C1.05 for soil specifications and grading information. DO NOT apply fertilizer to tha Water 1. Identify and number the trees to be protected, verify by mapping and/or tagging and note their Size uali F till in D.B.H. (Diameter Breast Height), variety, health and structural conditions, review plans. The apparent silence of the Specifications and Plans as to any detail, or the apparent omission from them of a detailed description concerning any 2. Check with local government agencies for tree protection ordinances. point, shall be regarded as meaning that only the best general practice is to prevail and that only material and workmanship of first quality are to TIMING: Plantings should be installed between February 1 and May 1 or between October 1 and November 15. Bare root stock shall be 3. Leave a protective covering on the soil, i.e., existing groundcover or mulch. installed only from December 15 through April 15. When plantings must be installed outside these times, additional measures may be be used All interpretations of these Specifications shall be made upon the basis above stated. needed to assure survival. 4. Notify all other contractors that these trees are to be saved and protected. 5. Install a temporary 6' hight metal no-climb fence to protect the trees and their root systems. TM Landscape contractor shall perform a site visit prior to bidding to view existing conditions. EROSION CONTROL" Grading, soil preparation, and seeding shall be performed during optimal weather conditions and at low flow levels to Install tree portection sign on fence. Posts located 10' on center as a general rule. For every inch in PERFORMANCE QUALITY ASSURANCE: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary minimize sediment impacts. Site disturbance shall be minimized and desirable vegetation retained, where possible. Slopes shall be graded diameter of the trunk (DBH) allow up to 1 foot of radius from the trunk as the protected area. horticultural practices and who are completely familiar with the specified requirements and methods needed for the p p to support the establishment of vegetation. Where seeding is used for erosion control, an appropriate native grass, Regreen (or its p p y p q proper performance of the work of equivalent), or sterile wheat shall be used to stabilize slopes until permanent vegetation is established. Biodegradable fabrics (coir, (Example: 24" DBH=24' radius of protected root:system.) Ideally, we need to protect more than the this section. drip zone. The drip zone into the trunk is the support roots that hold the tree up. The roots from coconut or approved jute matting (minimum 1/4" square holes) may be used to stabilize slopes and channels. Fabrics such as burlap that drip zone out provide nutrition, water and oxygen. Tr to avoid loss of more than 30% of root on NOTIFICATION: Give Landscape Architect minimum of 2 days advance notice of times for inspections. Inspections at growing site does not preclude fAflt may be used to secure plant plugs in place and to discourage floating upon inundation. No plastic mesh that can entangle wildlife is P P • Y9 Y, , permitted. Consult CWS Chapter 6 - Erosion Prevention and Sediment Control for additional information, any one side. This allows some encroachment within the drip line. This should be determined on a �,rr/� i'�y�' I.. Landscape Architect's right of rejection of deficient materials at project site. Each plant failing to meet the above mentioned "Standards" or A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the swale cross section, fabric shall be held in case b case site conditions reviewed. Site Arborist to supervise excavation for new walkway. Ank Vm E' oisan Y P Y otherwise failing to meet the specified requirements as set forth shall be rejected and removed immediately from the premises by the Contractor and place in accordance with the manufacturer's installation requirements. Use high density jute matting in the treatment area (Geojute Plus 6. Engineer and design proposed structures and construction to avoid root loss. Bridge type at his expense, and replaced with satisfactory plants or trees conforming to the specified requirements. or approved equal). In all other areas use low density jute matting (Econojute or approved equal). Landscaping shall include finished foundations can save major roots. grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated on civil plans. Finish 7. Have an experienced Arborist review landscape Ian to assure the right tree is planted in the right SUBSTITUTIONS: Only as approved by the Landscape Architect or the Owners Representative. grading shall remove all depressions or low areas to provide positive drainage throughout the area. P P P 9 P 9 place and proposed changes dont kill retained mature trees. GUARANTEE AND REPLACEMENT: All plant material shall be guaranteed from final acceptance for one full growing season or one year, whichever is HERBICIDES Removal of invasive non-native species is required by hand for the entire wetland buffer area. If necessary, excessive weed 8. Check for past and proposed grade and drainage changes, consider the effects. 6720 SW MACADAM AVENUE, SUITE 100 longer. During this period the Contractor shall replace any plant material that is not in good condition and producing new growth (except that growth may be treated with Rodeo or Garlon 3-A (or approved equals) in strict accordance with the manufacturers instructions. 9. Check trees for stability. PORTLAND, OR 97219 material damaged by severe weather conditions, due to Owners negligence, normally unforeseen peculiarities of the planting site, or lost due to 10. Minimize environmental changes. T 503-245-7100 vandalism). Guarantee to replace, at no cost to Owner, unacceptable plant materials with plants of some variety, age, size and quality as plant FERTILIZER: Do not apply fertilizer to any plantings within the Wetland Buffer or Water Quality Swales. originally specified. Conditions of guarantee on replacement plant shall be some as for original plant. DURING CONSTRUCTION: PLANTING TREES AND SHRUBS Plant upright and face to give best appearance or relationship to adjacent plants and structures. Loosen 117 SOUTH MAIN STREET, SUITE 400 and remove twine binding and burls from to one-half of root balls. Cut off clean) all broken or frayed roots, ands read roots out. 1. Keep equipment off the root system to avoid compaction. Landscape Contractor shall keep on site for Owners Representative's inspection, all receipts for soil amendment and topsoil deliveries. 9 P P y P SEATTLE, 57 98104 P P P P P P Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to eliminate voids. 2. Keep equipment away from structure to prevent damage to trunk and limbs. T 206-576-1600 PROTECTION: Protect existing roads, sidewalks, and curbs, landscaping, and other features remaining as final work. Verify location of underground 3. Dont allow charnicals to be dumped on the ground near the tree, i.e., gasoline, diesel, paint, MULCHING: Trees, shrubs, and groundcovers planted in upland areas shall be mulched a minimum of 3" in depth and 18" in diameter, herbicide, Cleaner, thinners, etc. utilities prior to doing work. Repair and make good any damage to service lines, existing features, etc. caused by landscaping installation. to retain moisture and discourage weed growth around newly installed plant material. Appropriate mulches are made from composted 4. Provide means of temporary irrigation if the project runs throught the summer. ©ANKROM MOISAN ARCHITECTS, INC. bark or leaves that have not been chemically treated. The use of mulch in frequently inundated areas shall be limited, to avoid any 5. If roots or limbs are cut or damaged, have them inspected b an ISA Certified Arborist and aired PLANT QUALITY ASSURANCE Deliver direct from nursery. Maintain and protect roots of plant material from drying or other possible injury. Store possible water quality impacts including the leaching of tannins and nutrients, and the migration of mulch into waterways. 9 P y repaired plants in shade and protect them from weather immediately upon delivery, if not to be planted within four hours. or treated according to his/her recommendations. WILDLIFE PROTECTION: Depending on site conditions, appropriate measures shall be taken to discourage wildlife-related damage. If 6. Protect the trees from excessive heat, i.e., equipment, paving and/or burning. Nursery stock shall be healthy, well branched and rooted, formed true to variety and species, full foliaged, free of disease, injury, defects, insects, deemed necessar, biodegradable plastic mesh tubing, or other approved method, shall be placed around individual trees and shrubs to 7. Avoid trenching through the root systems, boring under them or hand digging can save roots. weeds, and weed roots. Trees shall have straight trunks, symmetrical tips, and have an intact single leader. Any trees with double leaders will be prevent brows' wi life 8. Contact the ISA Certified Arborist familiar with the site prior to and during activity within the rejected upon inspection. All Plants: True to name, with one of each bundle or lot tagged with the common and botanical name and size of the P 9 an y acY plants in accordance with standards of practice of the American Association of Nurserymen, and shall conform to the Standardized Plant Names. 1942 SEm: Bluetag grass seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis. drip zone or tree protection fencing for consultation. Edition. Q Native Water Quality Mix: To contain 20% California Brame, 20% Blue Wildrye, 50% Native Red Fescue and 10% Large Leaf Lupine (Hobbs & Hopkins Clean Water Dry Area Seed Mix, or approved equal). Apply at a rate of 1 Ib. / 1000 sq.ft. AFTER CONSTRUCTION: Container grown stock: Small container-grown plants, furnished in removable containers, shall be well rooted to ensure healthy growth. Grow 1. Carefully landscape the area under the tree, being careful of the roots and structure. Use plantings container plants M containers a minimum of one ym prior to delivery, with roots filling container but not root bound. Bare root stock: Roots IRRIGATION:Is to be provide as per a separate plan design/ build by Landscape Contractor. Protect is to be irrigated by a temporary, that will live under the some conditions as that of the tree. well-branched and fibrous. Balled and burlapped (8&8): Ball shall be of natural size to ensure healthy growth. Ball shall be firm and the burlap above-ground system, which will provide full coverage for all plant material. Guarantee system for a minimum one year. System is to 2. Avoid direct irrigation spraying onto the trunk. The amount of irrigation needed to keep new sound. No loose or made ball will be acceptable. meet CWS Detail 710 Standards. plantings alive can often be enough to kill mature trees. TOPSOIL AND FINAL GRADES Verify if the on site topsoil is or is not conducive to proper plant growth. Supply alternate bid for imported topsoil. All plantings under CWS jurisdiction are to be watered one -inch per week from June 15 through October 15 for the duration of the two 3. Do not cover existing root systems with more than 2" of soil. The more soil you add, the greater year maintenance period. the chances of damaging the root system. - Landscape Contractor is to supply and place 12" of topsoil in planting beds and 6" in lawn areas. If topsoil stockpiled on site is not conducive to 4. Provide irrigation and/or drainage to emulate pre-construction conditions. MAINTENANCE The permitee is responsible for the maintenance of this facility for a minimum of two years following the acceptance of proper plant growth, the Landscape Contractor shall import the required amount. Landscape Contractor is to submit samples of the imported soil and/or soil amendments to the Landscape Architect. The topsoil shall be a sandy loam, free of all weeds and debris inimical to lawn or plant growth. the facility by Clean Water Services (CWS). Engineer or Owners Representative shall inspect the facility twice annually (Spring & Fall) NOTE: This tree protection plan identifies construction protection measures to prevent unwarranted tree throughout the two-year maintenance period. If at any time during the warranty period the landscaping falls below 80% survival of trees loss. The identified measures limit the amount of earth disturbance surrounding the trees, and limit and shrubs, or 90% aerial coverage of herbaceous plants, or if the amount of invasive non-native species exceeds 207, the Owner shall Landscaping shall include finished grades and even distribution of topsoil to meet planting requirements. Grades and slopes shall be as indicated. remove the undesirable vegetation and reinstall all deficient planting at the next appropriate time. The two-year maintenance the removal of the trees root systems. Due to the variation of ever project, it is unlike) all of the ! Planting bed grades shall be approximately 3" below adjacent walks, paving, finished grade lines, etc., to allow for bark application. Finish radio shall 9 P 9and Ye period Ys Y P 1 Y I. PP grading shall begin again from the date of replanting. The facility shall be re-excavated and planted if siltration greater than 3" in depth occurs above identified measures can be practicably applied to each individual tree; nor is it likely each remove all depressions or low areas to provide positive drainage throughout the area. P y y • P y g• 9 9 I within the 2 year maintenance period. Water Quality Facility is to be kept free of debris and maintained to insure water flow. Protect measure is necessary to retain each tree. Prior to the beginning of construction a meeting between a and maintain work described in these specifications against all defects of materials and workmanship, through final acceptance. certified arborist and the necessary contractors will be held to determine the appropriate level of CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All protection for each tree, in relation to what work needs to be completed in the trees vicinity. On-site PLANTING SPECIFICATIONS: walks, paving, or other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All supervision by a certified arborist will be determined and supplied as necessary. areas of the project shall be kept clean, orderly and complete. HERBICIDES Prior to soil preparation, all areas showing any undesirable weed or grass growth shall be treated with Round-up in strict accordance with -the manufacturer's instructions. SOIL PREPARATION: Work all areas by rototilling to a minimum depth of 8". Remove all stones (over 1Xz" size), sticks, mortar, large clumps of - vegetation, roots, debris, or extraneous matter turned up in working. Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or minus .10 of required grades. In groundcover areas add 2" of compost (or as approved) and till in to the top 6" of soil. TREE PROTECTION NOTES PLANTING HOLE Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root ball or root system width. Loosen soil 1. CONTRACTOR SHALL PROVIDE TREE PROTECTION AND INSTRUCTION TO ALL EMPLOYEES AND inside bottom of plant hole. Dispose of any "subsoil" or debris from excavation. Check drainage of planting hole with water, and adjust any area SUBCONTRACTORS PROHIBITING EQUIPMENT, VEHICLES, MACHINERY, GRADING, DUMPING, STORAGE, BURIAL showing drainage problems. OF DEBRIS, OR ANY OTHER CONSTRUCTION-RELATED ACTIVITIES IN ANY TREE PROTECTION ZONE. SOIL MIX, Prepare soil mix in each planting hole by mixing: 2. ONLY THOSE TREES IDENTIFIED ON THE APPROVED TREE REMOVAL PLAN ARE AUTHORIZED FOR 2 part native topsoil (nosubsoil) 1 port compost (as approved) REMOVAL BY THESE PLANS. NOTWITHSTANDING ANY OTHER PROVISION OF THIS TITLE, ANY PARTY FOUND TO BE IN VIOLATION OF THIS CHAPTER (16.790) PURSUANT TO CHAPTER 1.16 OF THE TiGARD MUNICIPAL Thoroughly mix in planting hole and add fertilizers at the following rates: CODE SHALL BE SUBJECT TO A CIVIL PENALTY OF UP TO $500 AND SHALL BE REQUIRED TO REMEDY Small shrubs - 1/8 Ib./ plant ANY DAMAGE CAUSED BY THE VIOLATION. SUCH REMEDIATION SHALL INCLUDE, BUT NOT BE LIMITED TO, Shrubs - 1/3 to 1/2 Ib./ plant THE FOLLOW: 1) REPLACEMENT OF UNLAWFULLY REMOVED OR DAMAGED TREES IN ACCORDANCE WITH Trees - 1/3 to 1 Ib./ plant SECTION 18.790.060(D) OF THE TIGARD DEVELOPMENT CODE; AND 2) PAYMENT OF AN ADDITIONAL CIVIL PENALTY REPRESENTING THE ESTIMATED VALUE OF ANY UNLAWFULLY REMOVED OR DAMAGED TREE AS FERTILIZER: For trees and shrubs use Commercial Fertilizer "A" Inorganic (5-4-3) with micro-nutrients and 50% slow releasing nitrogen. For initial DETERMINED USING THE MOST CURRENT INTERNATIONAL SOCIETY OF ARBORICULTURE'S GUIDE FOR PLANT application in fine seed lawn areas use Commercial Fertilizer "B" (8-16-8) with micro-nutrients and 50% slow-releasing nitrogen. For lawn APPRAISAL. maintenance use Commercial Fertilizer "C" (22-16-8) with micro-nutrients and 50% slow-releasing nitrogen. DO NOT apply fertilizer to Water Quality Swale. 3. IF WORK IS REQUIRED WITHIN AN ESTABLISHED TREE PROTECTION ZONE, THE PROJECT ARBORIST PLANTING TREES AND SHRUBS. Plant upright and face to give best appearance or relationship to adjacent plants and structures. Place 6" minimum, SHALL PREPARE A PROPOSAL DETAILING THE CONSTRUCTION TECHNIQUES TO BE EMPLOYED AND THE lightly compacted layer of prepared planting soil under root system. Loosen and remove twine binding and burlap from top 1/2 of root balls. Cut off LIKELY IMPACTS TO THE TREES. THE PROPOSAL SHALL BE REVIEWED AND APPROVED BY THE CITY cleanly all broken or frayed roots, and spread roots out. Stagger Plants in rows. Backfill planting hole with soil mix while working each layer to ARBORIST BEFORE PROPOSED WORK CAN PROCEED WITHIN A TREE PROTECTION ZONE. THE CITY eliminate voids. ARBORIST MAY REQUIRE CHANGES PRIOR TO APPROVAL. THE PROJECT ARBORIST SHALL BE ON SITE WHILE WORK IS OCCURRING WITHIN THE TREE PROTECTION ZONE AND SUBMIT A SUMMARY REPORT _ z When approximately 2/3 full, water thoroughly, then allow water to soak away. Place re .•nining backfill and dish surface around plant to hold water. CERTIFYING THAT THE WORK OCCURRED PER THE .'ROPOSAL AND WILL NOT SIGNIFICANTLY IMPACT THE p Final grade should keep root ball slightly above surrounding grade, not to exceed 1". Water again until no more water is absorbed. Initial watering by HEALTH AND/OR STABILITY OF THE TREES. _ 0 irrigation system is not allowed. CDQ 4. PRIOR TO COMMENCING ANY SITE WORK OR TH SSUnNCE OF PERMIT, THE APPLICANT SHALL U < CD OfSTAKING OF TREES Stake or guy all trees. Stakes shall be 2" X 2" (nom.) quality tree stakes with point. They shall be of Douglas Fir, clear and ESTABLISH TREE PROTECTION FENCING AS DIRECTED BY THE PROJECT ARBORIST AND CONDITIONED BY 0 Of sturdy. Stake to be minimum 2/3 the height of the tree, not to exceed 8'-0". Drive stake firmly V-6" below the planting hole. Tree ties for THIS DECISION TO PROTECT THE TREES TO BE RETAINED. THE APPLICANT SHALL CALL FOR AN Elf deciduous trees shall be "Chainlock" (or better). For Evergreen trees use "Gro-Strait" Tree Ties (or a reinforced rubber hose and guy wires) with guy INSPECTION AND ALLOW ACCESS BY THE CITY ARBORIST FOR THE PURPOSE OF MONITORING THE TREE wires of a minimum 2 strand twisted 12 ga. wire. Staking and guying shall be loose enough to allow movement of trunk while holding tree upright. PROTECTION TO VERIFY THAT THE TREE PROTECTION MEASURES ARE PERFORMING ADEQUATELY. FAILURE MULCHING OF PLANTINGS Mulch planting areas with dark, aged, medium grind fir or hemlock bark (aged at least 6 months) to a depth of 2" in TO FOLLOW THE PLAN OR MAINTAIN TREE PROTECTION FENCING IN THE DESIGNATED LOCATIONS SHALL BE ground cover areas and 2X2" in shrub beds. Apply evenly, not higher than grade of plant as it came from the nursery, and rake to a smooth finish. GROUNDS FOR IMMEDIATE SUSPENSION OF WORK ON THE SITE UNIIL REMEDIATION MEASURES AND/OR Water thoroughly, then hose down planting area with fine spray to wash leaves of plants. CIVIL CITATIONS CAN BE PROCESSED. O () Of FINE LAWN AREAS: In fine lawn area apply Commercial Fertilizer Mix "B" at 4.5 lbs. Per 1,000 sq.ft. and rake into soil surface. Establish an even, L.LJ fine textured seedbed meeting grades, surfaces and texture. Sow seed with a mechanical spreader at the uniform rates as noted below. Rake seedF- lightly to provide cover. z ROUGH SEED AREA: In rough seeded area, establish an evenly graded seedbed. Sow seed with a mechanical spreader at the uniform rates as noted LLJ J 0below. Rake seed lightly to provide cover. SEED: Bluetag grass seed conforming to applicable State laws. No noxious weed seeds. Submit Guaranteed analysis. < O m Fine Lawn Seed Mbc To Match existing. Rough Seed Mix: To Contain: 75% Dwarf Perennial Ryegross and 25% Small Flowers and Clover (Hobbs and Hopkins Pro-Time 755 Fleur de Lawn Mix, = z or approved equal). Sow at 1 lbs. Per 1,000 sq.ft. LJJ MAINTENANCE OF SEEDED AREAS Fine Lawn Areas: The lawn areas shall be maintained b watering, mowing, reseeding, and weedingfor a minimum of 60 da after seeding. After 30 +J Q Q days, or after the second mowing, apply Commercial Fertilizer Mix "C" at 5 lbs. per 1,000 sq. ft. Mow and keep at 1%" to 2" in height. Remove fv/ /1 � � � clippings and dispose of off site. Rough Seed Areas: Mow to control height as needed. GENERAL MAINTENANCE Protect and maintain work described in these specifications against all defects of materials and workmanship, through final • acceptance. Replace plants not in normal healthy condition at the end of this period. Water, weed, cultivate, mulch, reset plants to proper grade or upright position, remove dead wood and do necessary standard maintenance operations. Irrigate when necessary to avoid drying out of plant materials, and to promote healthy growth. CLEAN-UP: At completion of each division of work all extra material, supplies, equipment, etc., shall be removed from the site. All walks, paving, or other surfaces shall be swept clean, mulch areas shall have debris removed and any soil cleared from surface. All areas of the project shall be kept - • clean, orderly and complete. RE ISION DATE REASON FOR ISSUE -26-13 ADDENDUM NO. 1 2 -20-13 REVISIONS PER CWS M G\ M O ON V M � U r R C Q" Cn a R TOP OF BARK TO BE AT CROWN OF ROOTBALL HOSE: REINFORCED w CHAINLOCK TREE TIES w O RUBBER OR GRO- w (OR AS APPROVED) I�-I STRAIGHT TREE TiES X 2" MOUND FOR u ¢ 2" x 2" D.F. STAKES o 0 0 U r~ WATER BASIN GUY WIRE: #10 GA. » o CROWN OF ROOTBALL TO BE m_ 2'x 2 DOUG FIR a DBL. STRAND, TWISTED, STAKES. 3 STAKES GALVANIZED. M l a a 2" ABOVE FINISHED GRADE o `cn ' EQUALLY SPACED \ FINISH GRADE n = AROUND TREE 2 1 2" BARK MULCH a 2" MOUND FOR WATER BASIN W�1-1 w / 2 1/2" BARK MULCH a _ �\ 2 1/2" BARK MULCH I FINISH GRADE III // �- M - FINISH GRADE 71 - U REMOVE BURLAP - BACKFILL SOIL MIXTURE - 1-6"MIN. BACKFILL SOIL MIXTURELl II - BACKFILL SOIL MIXTURE 4 I - I I WITH FERTILIZER II I I-1' i i -i i- =i -i - WITH FERTILIZER ---,I WITH FERTILIZERQ G M Z 2 to 2 1/2 ROOTBALL EXISTING SUBGRADE ~ �I Z = 2 to 2 1/2 X ROOT13ALL EXISTING SUBGRADE v o ON 2 X ROOTBALL EXISTING SUBGRADE ZQu Cn xLn o EVERGREEN TREE STAKING DETAIL DECIDUOUS TREE PLANTING DETAIL w a NOT TO SCALE NOT TO SCALE SHRUB PLANTING DETAIL E-� � � LANDSCAPE NOT TO SCALE O M PLAN Z F Z Q DATE REVISION a 3-01-2013 v PROJECT NUMBER SHEET NUMBER 211280 0 of 03 - 01 - 13 PERMIT SET SCALEL2.0 NOTED D LEGEND �c .. , .. � o of � a . . . . . . . . . AREA OF WORK ZONING BOUNDARY vj'j 1949 PROPERTY LINE OF _ - '�•� + ' .. .• SETBACK f x 4 t _ PATH TO TRANSIT o Z BUFFER AREA TM SWALE .. ENCROACHMENT AREA- REMOVE EXIST.PARKING Ankrom i san TIGARD DEVELOPMENT CODE AREAS P6720 SWORTLAND, D,OR97MAVENUE,SUITE100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 _ TDC SEC. 18.330.050.6.9 STANDARDS FOR RELIGIOUS INSTITUTIONS: SEATTLE,WA 98104 T 206-576.1600 CONDITIONAL ©ANKROM MOISAN ARCHITECTS, INC. i R-12 USE RQMT. PROPOSED MIN. LOT SIZE 3,050 SF 20,000 SF 274,428 SF MIN. LOT WIDTH N/A N/A 300+ FF. LOT 3 ( O �/f1OtZI� G�\ EXIST.`' ` MIN. SETBACKS �� (j d' FRONT YARD 20 FF, 25 FF. 23 FT. NON-CONFORMING @ EXIST. % / ' 04 11 PAR CI LOT s� � . .� SIDE FACING STREET ` TYP. OR CORNER 20 FT. 20 FF. 38 FT. ALONG GRANT 146 >" df o %�� s A SIDE YARD 10 FT. 20 FF. 18 FF. NON-CONFORMING @ EXIST. REAR YARD 20 FT. 20 FT. NON-CONFORMING @EXIST. MAX. _ ..rm _ ,.� _, : ,h •.�. ;<. � ��. ,� � �f> . mss. lJ ' HEIGHT 35 FT. SAME 27 FL r` " 0 � ✓ `�� - �' cC ` 9 MAX. LOT COVERAGE 80% SAME 67% y o Q BUILDINGS (NOT INC. Typ St. VINCENT DE PAUL) 14 COMMUNITY CENTER 17,565 SF k. CHURCH / OFFICES 14,655 SR p - - - - - - , _ MIDDLE SCHOOL 12,073 SF Ui�1ITY �2 GYM 12,270 SF lvl ELEMENTARY SCHOOL t 6,812 SF YOUTH/ NURSERY �� ,h � '.Iv R zA - � ��,, ,o; �,'•� 12,645 SF MODULAR BLDGS. + 4,539 SF LOT "�} d 6A t\ � , , ��' 00 TOTAL BUILDINGS 28 % 80,560 SF 106 13 �� - �� IMPERMEABLE SURFACES "i� 108,190 SF , 0 / � DEVELOPED AREA 67 % 1 4 ) tj �a LANDSCAPE + 33 % + 97,354 SF w 13 COMMUNITY — — �: SITE NOT INC. : -ENTER �ER SW GRANT PKG. LOT& COURT SW MCKENZIE PKG. LOT 100 % 286,383 SF k. J� ,O / G .. 15 � ] �� 1s6 EXIST. � O EXIST. ' m t / y uj i �;�'' 2B @ 7 '. Aice 4-� w '. . - , NUI ERY 3 Y, : - . � CHURCH1. 1 -'' ` �� . * - J / A EXIS � r= is i i ,�' � ,. - .., ,. � ,>✓ 8C �,�: ' :,_ `O TDC SEC. 18.755.040.C.5.b. 4 MIXED SOLID WASTE & RECYCLABLESSTORAGE- iiV, �` :, .`' . I� E€ IC ; '.' . ,. 6B 6B �� ;.- MIN STANDARDS METHOD - - _ 4 z SW J1�isIfENZIE ' e -- z - - -- y I'ARICINt/L " T. - _- �, ( � 10SF + 4SF. / 1,000SF.X17,500SF .: �, EXIST. _. NOV Rlpyt 9 = .. v'. ..:� I _I a � �L ✓ 10SF + 705F rMENTARY y :1 r Lu a A SCHOOL�' �� � � �, � ,� � _ � �' ��♦ - HOSELu i � n .. -rt r� r 1z U 1 /" � ''> c, � �; '_.. _ t � _ �� � ,; �"♦ 170 SF ACTUAL M , BB � ` J A ri 6 \ 170 SF 80 HEREFORE OK SF T Lu • i F_ f r Q u . . ,.-c sed,� s,. `� �:. r-'� ;.�,: '. � , •:... -- -. , � ';, '�:� _ ��.qy s I J , SCHO�?L A s' � . IRKING ,. KEYED NOTES { OT ki A, `, ; r 6 1A. EXIST. MODULAR CLASSROOM TO REMAIN. 9. EXIST. PUBLIC SIDEWALK CONTINUOUS S �. / `J� TO TRANSIT. ���� _ � � - _�•� ��-�:� �-�* �. ` r �.' ='t� � 1 B EXIST MODULAR CLASSRM ROTATE 90 DEGREES 10A. NEW CROSSWALK. r. < 1C. EXIST. MODULAR OFFICE TO REMAIN. �j � l 106. EXIST. CROSSWALK ,I,, .r,.. [ '.., .:dn.. r...b a � •a.:r: x :.,., r ':... ., m , _ _.. 1 rw..,., fi ,.:. �. - £3 A / v. � �f " � _.� N :. � _-n.n..._,, �• ,: �:: � , � � ' . � . , :.: a: , , 1D. EXIST. MODULAR ST. VINCENT DE PAUL TO REMAIN. gym., a � ..., .F:, ..., ✓ REVI ION DATE REASON FOR ISSUE 11. DEDICATION AREAS @ R.O.W. COMPLETE IN S. ^3 . . e"t3 ?iip .�{.• .,L.:. �'�,_ `� � ..-.. 3 ,. .u3 .�.. .x f Q ».. _ '... - .g.' ...§. _.�' . .. ,r,. x .r ,.:. r• ..r.:..1. -,;... Z,�:+. "'..a.n. ... ,� ... Y... .... k xa,:.ax;:, r e: z:fs`5t?� 5 ......4 :m �.. _ 4-26 13 ADDENDUM NO. 1 2A. NEW VEHICLE CIRCULATION PATH FOR PH. 1AGYM. _ _ 6-24-13 ADDENDUM N0.2 MIDDLE OL PICK-UP -VEHICLES DIRE �:,_..==�xt: - ,: •_� ��- , „�r� - � �� � �.,�. � �E.,,. .� ,. � - :.� _ M D LE SCHO EHIC DIRECTED 2 ...'-=...,xa .,mei �+.,_..r n&' ,'vL.. ..x - ,: . = L.. n...Y. ... .::c g .., .�=d' 'b ,F,., y, i c�`= r✓ ..: .. . ., �.. _,�.,�� ��3.:. ._ �,. ., ��, ��s .- � _. ,� ��:�� � .. •6• � ;>. BY MONITORS. 12. EXIST. DRIVEWAY. �.. ,, „� �. ,:,.� . 7. _._ , _ � .,.. - ,� �,; ...«fir a� �.�<< ,• ., no: ,,. a F£ `�^. +`�...a"z �'e'3.�.,. r�s.:ay. x� _._<,. .�a 2•a,.,., ar, s 1w .£,<.:. .,. �.,._.: _.: a,. ,�', - :r.. � �+.�,x- ,... �, .r., ...: -..t .»... �� :, ., .- r 4d� ...:• :. .ate:, •' � '. . .:. �a ' :,.:.. ..< .1�f . ...:. ,7 ._. - .: {.. ' 2B. EXIST. VEHICLE CIRCULATION PATH FOR 13. VISUAL CLEARANCE AREA. ELEMENTARY SCHOOL PICK-UP VEHICLES DIRECTED BY MONITORS. 14A. NEW PARKING LOT TREES @ 1 TREE • g _ " 7 PARKING SPACES 3. EXIST. ON-STREET PARKING. - �_ �. � _ � 14B. NEW STREET TREES ON SW GRANT & 4. PARKING LOT SCREEN HEDGE. SW MCKENZIE - SW JOHNSON IS COMPLETE. Fm 3 n 5A. NEW LOADING DOCK. 15A. MECH. EQUIP. - HEDGE SCREEN. o y s 5B. EXIST. LOADING DOCK. 15B. MECH. EQUIP. NOT VISIBLE FROM PUBLIC WAY- u FENCE SCREEN. 0 41 �� �, � = 6A. NEW ACCESSIBLE PARKING. . , - �: " 15C. EXIST. MECH. EQUIP. NOT VISIBLE FROM d '" " 6B. EXIST. ACCESSIBLE PARKING. PUBLIC WAY -ALT. WALL SCREEN. ZONING SITE PLAN 7A. NEW BIKE PARKING. 16. TEMPORARY PARKING DURING CONSTRUCTION. w "` REMOVE AFTER CONSTRUCTION. u 1 z 7B. EXIST. BIKE PARKING. z 8A. NEW TRASH / RECYCLE ENCLOSURE. , oR u , N Zs_ 8B. EXIST. TRASH / RECYCLE ENCLOSURE. 8C. EXIST. TRASH / RECYCLE - NOT ENCLOSED. � m _ z DATE REVISION z N irk- 3-01-2013 1 ZONING SITE PLAN Z PROJECT NUMBER SHEETNUMBER NA1.01 1°- 501-0" N211280 03-01 -13 PERMIT SET 5C^;E _ A1 . 01 1 - 301-011 4.- ll,_;�,� 7 mol LEGEND 5� z . . . . . . . . . AREA OF WORK tp ZZ7 _Z1 19 PROPERTY LINE OF 7" EXIST. FENCE TO REMAIN DEMO EXIST.FENCE SWALE . . . TM y REMOVE EXIST.ASPHALT OR CONC. ............. . .. .7-7.7�_ _ IA It Ankrom Moisan L7"M 4 GENERAL NOTES 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND,OR 97219 1. THE FACILITY WILL BE CONTINUOUSLY OCCUPIED DURING CONSTRUCTION, EXCEPT FOR T 503-24S-71 00 SCHOOL BREAKS. COORDINATE CONFLICTS W/ OWNER. 14 117 SOUTH MAIN STREET,SUITE 400 2. RELOCATE EXIST. TRANSFORMERS BEFORE SITE DEMOLITION. SEATTLE,WA 98104 T 206-576-1600 3, SEQUENCE DEMO @ ENCROACHMENT AREA ON SW MCKENZIE TO MAINTAIN MIN. PARKING "!"no (D ANKROM MOISAN ARCHITECTS, INC. RQMTS. PER TIGARD DEVELOPMENT CODE. SEE PARKING COUNT A1.03. 4. EXIT DISCHARGE FOR CHURCH & MIDDLE SCHOOL OUTSIDE AREA OF WORK. SEE FLS rol 71!1_602 .4 L bw'4� KEYED NOTES 1A. EXIST. MODULAR CLASSIRM. TO REMAIN. 13 1B. EXIST. MODULAR CLASSIRM. ROTATE 90 DEGREES. 1C. EXIST. MODULAR OFFICE TO REMAIN. _R 4 1 D. EXIST. MODULAR St. VINCENT DE PAUL TO REMAIN. __6 DEMO EXIST. ASPHALT @ CHURCH 4A PARKING LOT. No rl (D F& IN 2B. DEMO EXIST. ASPHALT FIRE LANE @ MIDDLE SCHOOL. 10. 2C. DEMO EXIST. ASPHALT @ ENCROACHMENT TV AREA & 3' PARKING LOT SCREEN AREA. NOTE. EXIST. C8 @ENCROACHMENT AREA TO REMAIN. 2D. DEMO EXIST. ASPHALT SIDEWALK. z 2E. MIN. DEMO ASHPALT @ EXIST. OFFICE EXIST. uj PARKING LOT - TO BE RESURFACED. of HURCH 0 ks ................. . 'F 1A 94-" 3A. EXIST. SITE SIDEWALK TO REMAIN. ct� __pq < 3B. DEMO EXIST. SIDEWALK, CURB, STAIRS, & LANDING. 3C. EXIST. PUBLIC SIDEWALK TO REMAIN. ROW.- 4A. EXIST. DRIVEWAY TO REMAIN. >1 u -N 0. EXIST. DRIVEWAY. �F_ EMST. 0 5. EXIST. CROSSWALK TO REMAIN. CHki u 6A. EXIST. TREES TO REMAIN. Lu 4-1 u L u ab. �:,I::LECTIVELY REMOVE EXIST. TREES AS NEC N6 FOR SITE DEVELOPMENT. Z co EXI ST. < 0 6C. SEE CIVIL & LANDSCAPE FOR EXTENT OF DEMO Lu Lf) AT EXIST. SWALE. 4--) < 0 u u 0- 7A. EXIST. FENCE TO REMAIN. 713. DEMO EXIST. FENCE. 8. EXIST. STREET PARKING TO REMAIN. 9. EXIST. ACCESSIBLE PARKING OUTSIDE AREA OF WORK TO REMAIN. 10. EXIST. TRANSFORMER RELOCATE BEFORE DEMOLITION. REVISION DATE REASON FOR ISSUE 11. EXIST. MONUMENT SIGN TO REMAIN. 12. EXIST. UTILITY POLE TO REMAIN. 13A. EXIST. STREET SIGN TO REMAIN. 11 Z�Z�_ 13B. EXIST. TRAFFIC CONTROL SIGN TO REMAIN. 14. REMOVE EXIST. ADA SIGNS & STORE FOR RE-USE. 15. DEMO. EXIST. BACK-STOP & BENCHES. 0A 16. EXIST. BOULDERS TO REMAIN - RELOCATE IN AREA OF WORK AS NEC. U12. 17. MAILBOX- REMOVE & RELOCATE. AM@ A. _ 0 DEMOLITION SITE PLAN SITE PLAN V_Rt e sgpz fR. 0, Ma K WIN cl Rig DATE REVISION N 3-01-2013 0 ilw�r_ M I RIIAND. OR GON MFMI DEMOLITIONSITE PLAN PROJECT NUMBER SHEET NUMBER z 211280 < \,AI .02/ 1 50'-0" SCALE 03-01 - 13 PERMIT SET Al * 02 1 if -011 30' r EDC KEYED NOTES O LEGEND MOS EGON 1. SET POINT FOR SITE LAYOUT. ra AREA OF WORK t�r' 1949 2. EXIST.DRIVEWAY TO REMAIN. ZONING BOUNDARY O�, U Y 3. NEW SIDEWALK. OO -••-••-•--•-- PROPERTY LINE / O 4. NEW FENCE. SETBACK 0 5. NEW LOADING DOCK. • • • • • • • • • • FIRE LANE TM 10 6. NEWACCESSIBLE PARKING. FENCE \ VACANT O 7A. NEW BIKE PARKING. = Z \ LOT (NO WORK) OO 0 7B. EXIST. BIKE PARKING. BUFFER AREA j O 8. NEW TRASH/RECYCLE ENCLOSURE. CONCRETE k - - / O 9A. NEW SIGN-"ONE WAY-ENTER 2-3 P.M.SCHOOL DAYS". - - OO EX S 9B. NEW SIGN-"ONE WAY-DO NOT ENTER 2-3 P.M.SCHOOL DAYS". •,�. .• ,• ASPHALT O SW 9C. NEW SIGN-"STOP". � ' � ` 6720 SW MACADAM AVENUE,SUITE 100 \ PA L , ♦ 9D. NEWSIGN-"NO PARKING". SWALE 70503249,701007219 \ / ♦4. 9E. NEW SIGN-"ADA PARKING". \ y ' REMOVECHMENTAREA- K) 9F. NEW SIGN-"COMPACT' REMOVE EXIST.PARKING 117 SOUTH MAIN STREET,SUITE 400 ............................ ' O ♦ SEATTLE,WA 98104 5 \ � y 40# _ ♦ 10A. EXIST.FIRE HYDRANT. T 206-576-1600 ©ANKROM MOISAN ARCHITECTS,INC. ` ' ° ♦ 6 10B. NEW FIRE HYDRANT. PARKING COUNT ' ^ ♦ 11. CATCH BASIN FOR SPRINKLER TESTING. ' ` \o ° 12A. NEW SITE LIGHT POLE. / ' / ` \ ` ♦7 EXIST.CHURCH PARKING LOT 50 SPACES 13A. NEW FIRE LANE- PAI NT CURB YELLOW PER \ pp CITY OFTIGARD&NFR STANDARDS. EXIST.OFFICE PARKING LOT 29 SPACES ` ♦O 138. EXIST. FIRE LANES TO REMAIN. EXIST.SCHOOL PARKING LOT 69 SPACES ° ♦ 14A. MECH. EQUIP.ON CONC.PAD. EXIST.SW GRANT PARKING LOT 73 SPACES ' ENLARGED 1 ` \ �9 14B. EXIST. MECH. EQUIP. EXIST.SW MtKENZIE PARKING LOT 47 SPACES • PLAN SEE Al .O4 EXIST.ON-STREET PARKING + 18 SPACES ♦ 15. RETAINING WALL. ° ♦� O 16. FENCE W/SOLID SLATS. TOTAL EXIST PARKING 286 SPACES 17. ALT.CMU ENCLOSURE. TEMPORARY PARKING + 165PACES Q ` REMOVE PARKING TO RELOCATE MODULAR CLASSRM. -15 SPACES 18A. NFR FIRE TRUCKTURNINGRADII-28 FF.&48 FT. 2 ' / , ' M N IT �`•••• •�• MIN.PARKING DURING CONST. 287 SPACES oopi' r ., '� ' ♦ 1 2 18B. 35' DELIVERY TRUCK RADII. / �1 ' �-' E T A L T ° ♦T DEMO.EXIST.CHURCH PARKING LOT 50 SPACES , l , •f6o '' ` 19A. EXIST. HOSE BIB. MIN.PARKING DURING CONST. 1 23 /. l •o. . ,. 1b"'••.,• � ' PA, C.•A• ..;. y ` \ ` 19B. NEW HOSE BIB. NEW COMMUNITY CENTER PARKING LOT + 35 SPACES • 4 •,, 46• ^� ,,`•, ♦ 10 20. NEW FIRE DEPT.CONNECTION. •. •• '• , , •: '' a 3 :• DEMO.OFFICE PARKING LOT 29 SPACES 9D •.• 9DC ` 21. MAILBOX-NEW LOCATION. 1 ' 9C ;,ti,.,•1A^, .,'r •• • ••,• • �'•'•�• � r �•� • � f •'• •,• • • '• �\.: •� , ° NEW OFFICE PARKING LOT + 18 SPACES • 1q •6, . •y ♦� , y.,: � 22. NEW FENCE&GATE. REMOVE TEMP. PARKING -16 SPACES 20 14 1 '(88 y 23. GREASE INTERCEPTOR. TOTAL PARKING 245 SPACES ' ' •; gE �' r 9Cd 24A. 4"WIDE PAINTED STRIPE-PARKING SPACE • ` v/A ' A . 9E °. ��•--d ❑ 16 • � •,:. /20 . 4 2 vv�O INC.ACCESSIBLE. OB �' 96 ' 2 '• 7A _ �• A 18 / 24B. 4"WIDE PAINTED STRIPE-DRIVE AISLE. EXIST.ACCESSIBLE 7 SPACES 1 � • \ .. v: O •\ \o V3 "v NEW ACCESSIBLE + 4 SPACES -�; : _ i 24C. 4"WIDE PAINTED STRIPE-CROSSWALK. 15 y I• . o O� 10 ' '•� � + ' ' - I , \ '' ••. :•• O 1 TOTAL ACCESSIBLE 11 SPACES - n I NEW I a°' I �L �•� �! F ' 1 11 I, , ,� i . � 5 GENERAL NOTES ® � 04i � , - r COMMUNITY i I', 5 9D .. .. � .. CENTER , ti • • 9D 1' ` �6 1. THE FACILITY WILL BE CONTINUOUSLY OCCUPIED DURING CONSTRUCTION, -'--- ..... i �_'.'_ J O . .. gp o �� 11 1-Q •• EXCEPT FOR SCHOOL BREAKS. COORDINATE CONFLICTS W/OWNER. z / 4� ♦ -- 75I19B � �'� f/ W 16 O Q 14 /• I 19 22 EXIST > Q YOUTH ° I � URSERY �° ♦ - I I I ODULAR 19 t • ASSR w SRP "'� - - - - - - - - - - -,9 i EXIST °�° ® u EXI VAN ' h..1 I I Lu MIDDLE 19 OD LAR •. 13B �J u u ♦ C�Irf E . � � �� - SCHOOL T� ° IC _ -PARKIif x . O z Ale Lu :� �� ` ♦ SPACES ;6 ' , . 4--; Q Q -- / EXIST. > s�� ,' - 8C Ln - - - SIN •• ..•. .,... . .. -, �!� y I � I'll Imo- 19 P/XR N LOT C,� ♦ `,`. - , �9 ` 1 F 21 I - -- - - - - � - � EXIST. r (NO W ) , . / ♦ ELEMENTARY 47 SOA � I E T Jl� �; O SCHOOL v ` - - - - • • • ' �, I=-=_= _ --____ - i 10 \ REVI ION DATE REASON FOR ISSUE uk/ __,, / 4-26-13 ADDENDUM NO. 1 136 I ♦ \ 9 S I // ` z 6-24-13 ADDENDUM NO.2 AI h / �9 s6 00 GYMI' ♦ /' \\ D LAR v 8 ` M ♦ �� / / I ' NCEN E PA / • ( ♦ 18 / �1 / ♦ y 10 10t �u '000 ,i t pry, /� ROTA MODULA / Z > � � SSRM. / ARCHITECTURE ° °%/ / ENLARGED 1 SITE PLAN � PLAN SEE 1 .04 O v 0 N / � N i C I l7 F Z ARCHITECTURE SITE PLAN DATE REVISION 3-01-2013 F_ A1.03 1"=30'0" PROJECT NUMBER SHEET NUMBER Q 211280 N 03-01 -13 PERMIT SET Ste;; Al • 03 1 = 301_0„ I Omol °\ 1949 �O ,�i \ OF i e °\ O TM 5 ° \°\° • ' 2 2 `\ Ankrom Moi-,;a 13 1416 17 29 10 \ /\ 00-000 / 11 7 2 21 22 1 °\ 6720 SW MACADAM AVENUE,SUITE 100 1 p 23 °\ PORTLAND,OR 97219 9 24 25 T 503-245.7100 O / � 8k4 N41 1 16 / 7 CENTE P RKING LOT ° °\, \ 117 SOUTH MAIN STREET,SUITE 400 / 6 30° \° /� SEATTLE,WA 98104 5 1 \ T 206-576.1600 4 160 160 \°\ ®ANKROM MOISAN ARCHITECTS,INC. 3 \ °\ \ °\ 5 �.�=. 5 2 - --------- ----------- ------ ----------- ------- ------- --------- y< _ .. 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':s:�..'`.!••J,i:•' 1 1 +.i::•:. ` 1 .::. 1 p NEW lt / 1 ------ --- ----- ---- --- ---- -------------------------------- COMMUNITY CENTER 10, - - 1 2 O / BA ` Z ;t 2 O -------------------------- ------------------- --_--------' I "�" ;�� °• :�: , ROTATED w 5.•• _ •�:. :.i`e• tial. '.��:� :.,'�::.:. ....... •. _ \ �� .- ,: ,.•," =;: r; t. :,_::, :::r MODULAR .�` I �' :� r ....\\ �\ 1 ,4r _ '.>.•'tr..t'i;il•��rk: .�•:i..•[ ::`;'., "•,:. �:. CLASSRM. O _ ILII I I I � I li i 11� III��� I I II I � •\ •.•_\ 1 Q.il` �'r-•a:�:� .t[ `� .a.,c::? .. ..T�,;�'.C;+� '`, ,.4- UN 10 10 ❑ ,t � �� � � � Int I i — - - - - - _.4 \° _ 1 1 � 1 I 1 1 °\ O Lu L lo: r --- -- - ------------------------------ - --�-- --------------- --- ° - -- ------------------ ------------------- - -- ------ -----------------------------------' / \ � u } °\ u � � m � �� � � L © �� I� � mu� � u � - - - I IJP ! ' EXISTING °\° °\ l_1 10,-0. c � m � � � � � � m � � � � � � m � © � ' I F 0 MODULAR TO \ J Z m � mmloma� mma� m � mma� � o� o� mm � 7F-71II I REMAIN �'�im Q ---+-- s Lu N + ; Q Q PARKING PLAN Ln u u 2 11 10 9 L` TYp. .... v � OF(4) 7 0� ` \ - ,. LEGEND: KEY NOTES: NOTE: --ft4N 30'-0' N \ 4 ~^ 6 O�� !j` COMMUNITY CENTER t. ALL PARKING SPACES RE FULL SIZE N Q 5 L9 b, PARKING LOT: ® ® CATCH BASIN 1O NEW RAISED CURB Q NEW SIGN•"ONE WAY-ENTER". 2. DIMENSIONS FOR PARKING SPACES @ MIN. \ 1OP�S� 1140 ` 3'-0'OVER- REVI ION DATE REASON FOR ISSUE \ �9 ` HANG 11 15'6" AISLE €; ?. ': NEW CONC. 2 NEW FLUSH CURB 12B NEW SIGN-"ONE WAY-DO NOT ENTER". 2 4-26-13 ADDENDUM N0. 1 13 I FLUSH \ • Rs ���44{ CURB DETECTABLE WARNING-DIAMOND 3O TRASWRECYCLING 12 NEWSIGN-"STOP". \ b b• RES U CED I CURB PATTERN CREATED WITH EXPANDED ENCLOSURE \ 19, 4 OFFI 2 11'-0' j STOP METAL GRADE,TYP. O< ° 15 PARKING L 1 1 4O EQUIPMENT NEW SIGN-"NO PARKING". > `C� 8 SPACES- SIGN I FIRE LANE \ 76 CH E EDGE 5 12E NEW SIGN-"ACCESSIBLE PARKING". EXIST. SIDEWALK \ ` 17 OF PHALT OFFICE PARKING LOT: TO REMAIN w 3'-0" BUMPER \ 1J• ('l O OVERHANG 13 NEW BIKE PARKING. 3'-Om OVER- 3'-0"OVER- 7 \ + HANG 15'-0" AISLE HANG 15'-6' AISLE �� �� O7 CROSSWALK o \ SEE PUN SEE PUN a til g \ \ p CURB rs CURB TVFRFIRE TRUCK TURNING RADII00 / If STOP 4 Z STOP Q Z 8 28 FT. &48 FT. V STRIPE TRIPE DELIVERY TRUCK RADII 0 86 GRAPHIC STANDARDS) 35 FT. \ \ \ Al-0, 9 918• 3 18'-6" II 18'6" N Typ• Typ• TRASH/RECYCLETRUCKRADII- PARKING PLAN \ X � \ 8C 18 FT. &32 FT.(GRAPHIC STANDARDS) LJL3'-0"OVER- 3'-00 OVER- O NEW FIRE LANE PAINT CURB YELLOW \ HANG 15'-6' AISLE HANG 13'-6' AISLE PER CITY OF TIGRD&TVFR STANDARDS p \ SEE PLAN SEE PLAN rq ` O NEW FENCE o /\J \ 91(y I I STRIPE 10 m /\ \ RAISED 7 9 ?( CURB I RAISED 2 NEW FENCE \ ° I STRIPE I� CURB J 18-0' SIGN I 16-0' DATE REVISION o l \ TYp. TYP. OF(4) 3-01-2013 \ \ COMPACT PROJECT NUMBER SHEET NUMBER F 03-01 -13 PERMIT SET SCALED 1 4 1/16" = 1 '-011 0 I Mo I Tffl --- 7949 0F \ TM I , \ 6720 SW MACADAM AVENUE,SUITE 100 \ PORTLAND,OR 97219 \ O A• `�G T 503-245-7100 CIO< \\ \\\ \S(QP �' 117 SOUTH MAIN STREET,SUITE 400 I // 3�.A \ \�� SEATTLE,206-576-1600 1 T ©ANKROMMOISANARCHITECTS,INC ` ! I ✓ \ — — 4 ❑ L � r 2 ` d 00 \\ \ I I ypA \ / 19 \ \\ 3 4 e NN- e / % \ 4 \ ZOO, Z Y 410�F! /, O ujF �c�9SOF�/s 4 2 2 \\ % ^ _ / U Q D Lu I w I— U z Lu 4—J U U O ? m N4—d � � Q TEMPORARY PARKING PLAN & RELOCATED MODULAR CLASSRM. Ln < U 0o 1.04 1/16" = t'-o" LEGEND: KEY NOTES: NOTE: 1. ALL PARKING SPACES ARE FULL SIZE TEMPORARY PARKING: ® ® CATCH BASIN O TEMPORARY PARKING DURING CONSTRUCTION. REMOVE AFTER CONSTRUCTION.STRIPES FOR GAMES TO REMAIN. NEWCONC. f--- `' F` O REMOVE PARKING SPACES DURING CONSTRUCTION. REVI ION DATE REASON FOR ISSUE 2 RE-STRIPE AFTER CONSTRUCTION. 2 6-24-13 ADDENDUM NO.2 DETECTABLE WARNING-DIAMOND Z 2 PATTERN CREATED WITH EXPANDED OTVFR FIRE TRUCK TURNING RADII- 28 STRIPE STRIPE METAL GRADE,TYP. 28 FT.&48 FT. FIRE LANE 4O EXISTING PARKING TO REMAIN 7 28'-0"MIN. 18'-6" 18'-6" 28'-0"MIN. . AISLE- TYP. TYP. AI SEE PLAN SEE PLAN 2 a G LL S 0 � U a 0 w TEMPORARY PARKING Z PLAN & RELOCATED Z MODULAR CLASSRM. g NEW O SHEET 2 0 r N 7 0 F- z DATE REVISION z 3-01-2013 O X: F- z - PROJECT NUMBER SHEET NUMBER N211280 th 03-01 -13 PERMIT SET SCALE 11-0° 1 904 Mo .. 1949 \ o o / \ I ii 47,-8a \ OF O el e-0 F TIM 18t , 1.0 R -6 JA 1 \ � 9EE Ell0 110 - - I ✓ ',•.' ' _ \\ 1.05 i •.<;"•- '., 'S::. •. \I y .. CROSS WALK ....` .-• _ 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 r �:• " ,' ��� T 503-245-7100 4q O LANDSCAPE I i :':p.p= _ "',�: . ., 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 a� WHEEL P 4 `:,z ::a^ > - - : T 206-5761600 b FLUSH CUR s � ©ANKROM MOISAN ARCHITECTS, INC. a SEE 11/A1.06 FOR ACCESSIBLE CURB CUT I I 18 _µms:. 1 :1 1. 06 .a - � o u\• - 1 •4 6 O 1 h 1 I I I - rF`-- i- •H1G •NE .•' 'Y .• � _ 13 i. I S ACL' . _ I «Y:. 1 : I a 1 5 7- a • 6 PLANTER 1 1 O6 :•Eti4f41P I I 1;, DSCAPE M i-• ' ,Ww ley'•K -rvv+' - 1 ='r♦ 1 - - 1 LANDSCAPE 0 3 R - 1 1 - 4 b 0 7 5 - a, H cli , -:� km 7 I -0" .ti 2 . , SA 4 9 5-0' S-0" 4- 0" -6 3-3' AnoTdo IT 1T_3 5.3a28'-0aho' I I y .. Z.♦ w _ i. •••�" 1 ENLARGED SITE PLAN �:r:Q. '.•viz• ���., •�E - d 1'. 13 -4- 116 I ;"��-3..,:'' .}gA ' GG,4.' i 4 •`�• 9D Ly I 2B 1 ,16a - - - - - - --_ - -- - _- - - - - - - IL------ -� � � O 72 a 1 2 '•i -------- Is •'i is GI - , 172.00 ; d Q 00 RAMP DN" q MAX,1 20.17 , 9B 7 4 iIn >1U 8 ------- -6" 30'-0" 5'-0" 5'-0" O d' 8'-t0" 32'-7, 1.06 6'-0' 32'-6" 10-0' y W 1 1 Jc: W �- EXIST, I I ,1 - EXIST. 8 3'4" MI E � � Q o ? m CHURCH (��u ` HO L I , ' " 2 .moi � 2 a II V) u ° N 3 ENLARGED SITE PLAN , Al .05 I MODU AR CLASSRM. O : ..•::: : REVI ION DATE REASON FOR ISSUE KEYED NOTES U LtUtl V 426-13 ADDENDUM NO. 1 2 6-24-13 ADDENDUM NO.2 t'. 1. NEW SIDEWALK. - •.-:`.:: _ . ENTRY 29 -ACCESSIBLE - - 1 A7.06 2B. ENTRY-NON ACCESSIBLE NEW CONCRETE. 1.06 00 3. NEW LOADING DOCK. ---_------- ----- _ 1 - 112m 12 1'-31/2" 4. NEW ACCESSIBLE PARKING. O ":1'• 1 3'-0" 6'-0 1/2' DETECTABLE WARNING- DIAMOND PATTERN CREATED WITH EXPANDED ' 1 CLR. 5. NEW TRASH/RECYCLE ENCLOSURE. a LANDSCAPE ' + 1 TDROPO HOLD METAL GRADE,TYP. L �;• ',.'t.. �• - 8" REV GATE@ 6A. NEW SIGN-"STOP".. 15 .pt "z; 1 26 BOLLARD EA.SIDE 1 S A1.06 „•,`�. '-- ° I� @ EA. SIDE FO CMU 68. NEW SIGN-"NO PARKING". • • • • FIRE LANE VI a ..,�•' t. 1 - - - - - - - 6C. NEW SIGN-"ADA PARKING". 5 ° 13'-0" 7. CATCH BASIN FOR SPRINKLER TESTING. r --rZ------ M 8. NEW FIRE LANE-PAINTCURBYELLOWPER NOTE. o y• .I',; a',. , '• I I m CITY OFTIGARD&TVFRSTANDARDS. "X 8Q" w 71"X 80"•' U N 9A NEW MECH.EQUIP.ON CONC.PAD, L � ENLARGED SITE PLANS r b co m 9B. EXIST.MECH.EQUIP. & TRASH ENCLOSURE A1.06 0 "I�.', , ; ::'`.•. : . ' :. I I � . . '•s 10. RETAINING WALL. � 1 . � "�:.•(,,a.,.:; ,••.•:. ...•: ••• d 11A. CHAIN LINK FENCE&GATE. A7.06 ----- 118. CHAIN LINK FENCE&GATE W/SOLID SLATS. Oco b, 10 ANCHOR FO CMU 12. CMU ENCLOSURE @ EXIST.MECH.EQUIP.-ALT. N N 15'-0' 12"X 12"CONC, 1, 0„ p FO CMU ^ 13. GREASE INTERCEPTOR. - FOOTING O A' UO 14A 42"HIGH GUARDRAILiMTH HANDRAIL-SET IN CONCRETE - 148. HANDRAIL-SET IN CONCRETE DATE REVISION Z ARCO >_ N REVr1 N A ONCRETE 3-01-2013 Z 2 MECHANICAL ENCLOSURE 3 BICYCLE RACK 6 TRASH/ RECYCLE ENCLOSURE A105 210280 NUMBER SHEET NUMBER 15. NEW BIKE RACKS-SEE A1.05 1/8"=1'-0" A1.05 3/4"= 1'-0" BIKE A1.05 1/4"=1'-0" 03-01 -13 PERMIT SET SCALE 1 * 05 i ED Mol 1 �" RTW1D. OREGON -0 —METAL SIGN 1949 (:Zs 1 -0. FASTENED TO POST 9f �P OQ�� 170.50' iv _ " o ITE LETTERS l tr. DN SYMBOLS ON BLUE of - 774.50' _ BACKGROUND At TO SLAB _ 13 LOADING - _ TM -0"' C.M.U. WALL INSIDE I .• in � 17 r� 5'-6" 5'-0" A1.06 —(6)TREADS @ 11" L ELEVATION WjEhI=ON COIR LFIL HOLE B /� T C ION 30 S I ,4N STAIR � T wHEE STOP � T�4 R � L t R FLAN z V ' 2'# DOME CAPPED GTL POST . i RADIUS 1/4 1'-0' AIDE v4 1 -0 AIDEI GRAIN LINK BOND COAT CENTERED ON EACH HANDICAP 6720 sw MACADAM AVENUE,SUITE 100 STL REINFORCED POST ! GATE .8 I I $ 1 PARKING SPACE PORTLAND,OR 97219 CONC. SLAB d I e T 503-245-7100 1 # 7 I ° FINISH GRADE 117 SOUTH MAIN STREET,SUITE 400 .. I i ( SEATTLE,WA 98104 AL06 Ai � . 12" T 206-576-1600 - _ CONG. SLAB d " " " THICKEN GONG. SIDEWALK i -76 .50" TO ENCASE POGT BOTTOM m ANKROM MOISAN ARCHITECTS,INC. N N • ' (' NT '�T I. . . 12" 12" a • - � - SECTION 0 M POST MOUNTED �. TO SLAB- 3 Tfit,4Sd—f ENCLOSURE UJ,r—�LL 4 UJHEELSTOfi� L0,4DfNC ONLY SfC�N 4 W 106 02DSIT25 a,�• p_0' T-WALL NOT TO SCALE 106 NOT TO SCALE SIGN( 1 ^� 1.06 17 r t :1,72.0,. '• : •. A1.06 W-5 15/16" 8'-5 15/16' ', 8x8x16 GMU - 6 STAIR FLAN l ST)4IR SECTION : . GROUT ALL CELLS SOLID I -0' AIDb I/4' . 1'-0' AIDE 1/4' = 1'-0' WHITE LETTERS SYMBOLS ON BLUE RESERVED BACKGROUND 5 VERTICAL BAR - (STATE OF OREGON) GROUT BLOCK CONIC. CURB • INSIDE OF SIDEWALK 2,-6" - ' CELL SOLID � Is NIGH LETTER W/ SLIP RESISTANT STANDARD WORDING PER FINISH ADA CODE RE62'TTS. — . LOWER SIGN TO READ: CHAIN LINK �7 'VAN ACCESSIBLE' 9 RAMP. DN MAX:.T:2 . 12" GATE POST A1.06 I• AT SPACE TO LEFT OF® ELEVATION 9 ACCESSIBLE AISLE METAL SIGN CHAIN LINK GATE b 42' FASTENED TO POST 0 9 WHEEL STOP 172.00' 4 n �., 1 — . TO SLAB_— X01 DOWEL, FILL HOLE d j W NON-SHR( � w I n Ln 2'# DOME GAPPED STL. POST '^ CENTERED ON EA. ADA Q06 RAKE JT. t0 2'MATCH SCORE COMPLIANT PARKING SPACE IN CMU, TYP. SIDEWALK THICKEN GONG. SIDEWALK '4 6'-0" -0 b CURB TO ENCASE POST BOTTOM TR�4&WREC�'CL INCA VARIES ® SIM, ' SNO I S STAIR FLAN 9 STAIR SECTION 13 a CORNER a ACCESS f 8L E Cui� CUT 12 POST MOUNTED VAN SIGN AIDE 1/4 • I -0 AIDE I/4 ■ I -0 ACCESSIBLE FAri KING SIGN z 106 I(,z. , i._0' T-CORN I NOT TO SCALE CURB( LO O NOT TO SCALE 02DGIT21 w O (2) 5 CONT CROWN TOPS PAINT k SMOOTH � a ID ax8xib CMU - Q SINGLE- v u ua GROUT SOLID U 5 • 48' O.C. ! I d GALV STEEL i I VERTICAL PIPE FILLED I WITH CONCRETE I ! I (2) 5 AT 36' O.G. ® 2 i I i u HORIZONTAL Fn V N N ! i I 4' MR CONC. w I ; SLAB W/ °n CONCRETE PAVING I I 1 I bxb W2.9xWZ.9 W1F U w T.O. N ; L__________________�_______ -____----- _7777________ ___J_ �- --1-1 SLAB r�---------------- - -- -- --- � �1 V L--------- ----- - ---- --------- -----------------� L------------------------ -----------� .p a 5 DOWEL W/ PROPORTIONS J NORTH ELEV. a'xa' oF'ENING, WEST ELEV. HOOK INTO FTG. BOO o o 0O �Oo �Oo O TYP. OF (3) a 04 DOWEL 2'-b'x2'-b' m _ w STEEL POST, TYP. - 3 (2) 5 CONT I ° I III I 'j Q O 2 ALIGN W/ TOP ! I V I ( ( I ! I ( V 1 V UCL I— i OF WALL N� OUTSIDE GRADE - m I I 16' VARIES 6' BOLLARD Oy 114.0' DISPLAY CONDITIONS 112' I 12' 4 CONCRETE FILLED HOLE TYP. OF (2) - T.O. SLAB NOTE: CHARACTERS SHALL CONTRAST W/ THEIR SEE 15 y BACKGROUNDS LIGHT ON DARK SURFACES/ DARK ON I :r 9_ LIGHT BACKGROUND PER ANSI STANDARD AI11.1 1998 0�' �N n j a4 c ib 0 gON • 15c RUN 106 P�J�S �_�___ _------------------------------------ ___ _1_� o NEo ° ,d a 14 ACCESSIBILITY S`I M50L S T�I'fi�I CAL STEEL 80LLARU L------------------------------------------------ __ ___J d• - ° : 106 NOT TO SCALE 02DSITOI 106 SCALE ; '/4''I'-0' 02DSIT36 REVISION DATE REASON FOR ISSUE SOUTH ELEV. 2'_0. FACE OF F'� OF CURB DIM ' 1,� /� I ' J� a 1,/ CUA � 'j Tf;RA,5 DREG I CL INCA ENCLOSURE TRA51—f/(REC I CL INC yE,� SLOPE WALK CONIC. CURB 2' b' SLOPE WALK CONIC. CURB WALL SECTION '` A1D6 I/4' . I'-0' 10 WALL C O i!1' RADIUS � I/40/FT. i/2' RADIUS . CONC. SIDEWALK ON 106 s/4' . I'-0' 02TRASOB11 Aq AGGREGATE BASE II-1II SEE a wMECHANICAL TOOLED —I I—I u r— UNITS , CONCRETE PAD SAFETY 4, (�1=1 I II CONCRETE RETAINING WALL NOSING —1 _ EXISTING GRADE TO TPARAREAD x = _ I I I— ASPHALT CONCRETE a -: - . I. --------d T --- _ r — — —:( ( (IIID AGGREG°ATTe` -I�I1 Il�liijl�I=, IIIII;11�1;,1 u e f �' � o #3 REBAR @ EQUAL CAW — — ` I I ` < �' NOSING,TYP RISERS ® u� FACE OF © (ACW SIDEWALK o ;• •, �4 N L--------------------------------------------------------------J - BROOM ISH !�`% CURB D� EDGE L_ - - ------------------------------7777-- v2"LOPE K CONC. CURB WITHTOOLED SITE DETAILS ----------------- - -- - L 1/1 RADIUS F— NOTE: SEE 2/A1.05 FOR PLAN DIMENSIONS NP' �G O'er r CONC. SIDEWALK ON APPROX FINISH GRADE I6 MECHANICAL UNIT LOCATION ELEVATION � a Z0)�' �z�$�ii COMP � a. d � ATE BASE � a a � _ ,_ SEE LANDSCAPE 2 AIDE 1/4' 1'-0' p. 111�,,11,,,,,0$�I ill I� AGG a — —I PLAN O p � Q IIL BASE II. u -11111 t UNDISTURBED —III= UNDISTURBED SOIL 00 SOIL d II I I (—I=1 i=III=Tf=1T AGGREGATE BASE o Z #3 REBAR @ 16" a OC EACH WAY =i —_ _�III= NOTE: SLOPE WALK AWAY F © e l�IALiG -1 I i•I i II I II 11 I I—i I I I ( I—I Onow OF FROM BLDG' I/4'/FT' DATE REVISION Z (� I �1��r R— }� 1 1 1—III—iT, 0 11 T�I'F CONCRETE STAIR i$ CVfI \5 T 5IDEWAL'i< EDGE DETAILS PROJECT NUMBER SHEET NUMBER AIDb 1-I/2' 1'-0' 1.06 3/4'■i'-0' 02DSIT06 217280 N Al ■ 06 03-01 -13 PERMIT SET SCALE ��'��ED �kC� A B C D E F G H 1 K L M N O r�� Moi a 0 N " � 1949 264,_3„ ?'�' OF 0�,�' I I I I - - - -. ,._. w� r+ra •� --- - --- -- -- - - -- -i-n -`--J---- - - 27'-6„ 5r-0° 17._6" TM RE E I d I• I L — I 2•x 1 r-•r•�1-J.• 1"+ I I .t .t i q r•R •'�7 ,• w •I• S. •L i • aa "•; f f I �p t' '•r {• I s •1 '. •� W I t .1 F •w • U •t'• t i.' ; f f i� 1 • t W I , •t' �' •t' K 7 I / f . 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I I I I 1 1 1 1 1 1 1 II I I I,i �I I 11 I .II I I I I I I I I I'I I� � IIIII (N I I �II •� ,�.i'. . . . . . . �' �� s 1 1 �11i p = 11111 l 111 I I I IIIII I I I I IIIIII s� ® --=------------------------ --------------- -------------- ._�x.�►--------------------- '�. =-- =----------- --= — ----_ --__— _---- --_-- — _—_-- I -- _-_-_ - _-_----__-- -__ -__ - --_-- --__- ----- ---- -- ---- - --- _ — — — — -_ -- _ — _ -- -- --- I _ 1 IPA •1 1 . 1{IIIII���IIIIIIIIIIIIIIII _______________________ ED ASC O N M L K J H G F E D C B A ~� 01SAN' a OREX;ON 19 PARAPET 71, 1949 Q ry I &-eil le�A �F 0- - - - - - - - - - -190'-10" 90,TOPARAPETTO PARAPETo - - -TAM I AUDITORIUM I I ' An Mbisa CORRIDI R I STAGE I o I o LOBBY o I CORR. I CORR. M 174.50 174.92' b I I TO SLAB 172.00' 172.00' 1 TO SLAB 169.00' - - - ---- - I- - - - . _ ,_. ., _ -..- .- ._-. _ 1 170.50' 6720 SW MACADAM AVENUE,SUITE 100 - LOADING AREA - - - 1 - -- - - -- -- -- - - -- 1- - - � PORTLAND, OR 97219 -- - -- -- --- - - -- - - -- - - -1- - - -L- -- --- - - ---- -- -- -- - T 5032457100 ° - v+ o 117 SOUTH MAIN STREET,SUITE 400 Xr 170.00' � � � � EXIST. GRADE SEATTLE,WA 98104 167.25' - T 206-576-1600 EXIST. GRADE - ©ANKROM MOISAN ARCHITECTS, INC. BUILDING SECTION A3.11 118"=1'-0" 4 5 6 7 9 10 12 4 5 6 7 8 9 10 11 12 I I I I 3.14 1 11 1 1 = EXISTING CHURCH I 1 MEN CORR. 1 BBY � i LI H 5 I� � . . /•._ i ;!! J . / - - -- - - - - �i EIll, 1 - - -- - - 169.50' - - - I -- - -- i x 1 ---- 5 2 :: - - 3 3.1 -- --- - --- ----- O p?- 169.00' ` � 3.13 3.73 EXIST. GRADE 169.00' EXIST. GRADE 2 BUILDING SECTION 3 BUILDING SECTION A3.11 1/8"=1'-0" A3.11 1/8"-r-o" Z O l7 Lu 1 2 3 5 6 7 89 1011 12 0 0 97 00' Y TO PARAPET - I I I - - - - - - - F - F- - to°_ - 1 I TOOPPARAPET 2 1 I 1 I u 1 I 11 I II II I I I 11 I I � c!f 1 L - JI I IN I I I I ® D H 1 I AUDITORIUM 1 I N Z 1 i 1 I 4-J u u 1 � 1 I ii I b y y l I I O Z o0 1 1 172.00' - ii F.I 17 SLA �_ (/1 �TO SLAB _ ..,. B - - 169.00' �� Q 172.00 169.00' I 168.70' i ~ 1 _. r: VERIFY (t ) Q O = - -- -- - _ - - - -- - - ---- -- - - -' - -- - - -- - - --- - - �0 169.00' - --- -- -- - __ 769.50' --- - -- - - -- - - - - -- ----- - - - - - - -- -- EXIST. GRADE - -- - - - -°_` EXIST. GRADE 166.00' 3 l EXIST.GRADE � � � 3.14 ` _ � 3.14 165.50' EXIST. GRADE 4 BUILDING SECTION 5 BUILDING SECTION M KEYED NOTES O GENERAL NOTES REVI ION DATE REASON FOR ISSUE 2 1. BUILT UP ROOF OVER RIGID INSULATION OVER 6-24-13 ADDENDUM NO.2 PROTECTION BOARD OVER METAL ROOF DECK 4 O O 7 9 12 OVER METAL TRUSSES 10'-0" 5'-0" 10'-0" 25-6* 10'-9" 2,_2„ M 2. CURTAINWALL WINDOW SYSTEM MTL. VFY. 3. METAL SOFFIT PANEL GRATE w I I A31.1> 4. CURTAINWALL CLERESTORY WINDOWS o o ° 197.00' 4 5. CONCRETE PLANTER AND WATER FEATURE TOP OF ^ I PARAPET 6. FIRE WALL 7. CONCRETE SLAB J LL 8. EXISTING WALL 3 V �I o I I A4.04 9. EXISTING ROOF KEY PLAN � - - - - - - - - -- - - - ] I I 0 10. PARAPET o = 1 EXISTING BLDG ^ 11. GYPSUM CEILING ASSEMBLY 4 5 12. CONCRETE SLAB BUILDING SECTIONS V CORR. CORR. Zo Q 6 2 3 D D ; 1 13. CONCRETE PATIO COMMUNITY CENTER .50' -- - I 14. CONCRETE SIDEWALK 1 g - � SLAB p ,, • a: .. :,� _ .., _,. . .,. . . - -- - - 15. STRUCTURALSTEEL _ I I 16. STEEL COLUMN 6 2 3 4 169.50' 170.00' ° l ) 3.1 17. RAISED STAGE W/ EXT-PLATFORM EXIST.GRADE �• 2 l7 2 z DATE REVISION BUILDING SECTION LADDER 3-0'-2013 A3.11 1/2"=1'-0" a A3.11 1/8"=1'-0" PROJECT NUMBER SHEET NUMBER 211280 N i 03-01 -13 PERMIT SET SCALE a11 _ 1 1-0" ' � � tD ARC SCh M01If �' a do 1949 OF ON' I I I TM 2 I i I 4.04 I I I I I 1 I l _ I 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND, 7219 i ` ` T 503-2455-71100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 I �— ©ANKROM MOISAN ARCHITECTS, INC. I I E I I I I I NEW EXISTING 12 I I I 4.04 I I I 14 I I I 4.05 I I - - - � �- 190'- 14 11" _ SI � _ 190'-11" 190'-11, 1 T190_0 O PARAPET I i TO PARAPET I I TO PARAPET 4.04 1 I 4.04 v I 1 I - - - - - - - - - fj - - � _ I11 l 1 - C 4Si - - — - - - - - - - - - - 6 I I 4.04 2 -- --- �— Q T SIM. 4.05 I I I � I IA A 3 I 4.03 I / --`— W I I I I I I � 14 Q — H l � 1 B � _ 4.03 V - ---� I O Lu W -- h U Z ;o W o 4-J U U CORRIDOR EX TING BLDG NURSERY CORRIDOR < O Zm --- _ W � � O 13 I 4.03 l J I 2 I 174.50' I _ TO SLAB TO SLAB LAB a l I T SAB 4.04 I I I 174.50' a s RE ION DATE REASON FOR ISSUE '.i. a 0 _�_ �,g 5-30-13 ADDENDUM NO 2 9 �O _ �p �-p 2 P� oSP •. !¢ ,,y�� _�+�_ � �g��- SP •Lp I o o 0 0. 0 0 0 0 . o o X>o ° 0 0 0 0• o. o o bo o° o •° o o y o o ° m°e, w: L:.r•o..r•° ° ..i•0 - ,.i�b:.i�b�,.m ,.l3:,ia ..roy ,.ro °S..°r3 ° ,ry ,.ro...$.,°w.,ro...w...w ° �I� J °� • e�. COURT ` ;• I , y I a f � 171.92' a N C. d o i�iY 0 00 0 opy[o a9°o o ,P a. •{•-Y$^—"h`P way w _ -� J III-III-III_ LL Q a d a e o ° COMMUNITY CENTER z WALL SECTIONS G 1 49 0 V o b c0 N N 2' Q f— z WALL SECTION WALL SECTION WALL SECTION WALL SECTION DATE REVISION 0 1 2 3 4 3-01-2013 zA3.12 3/4"=1'-0" A3.12 3/4"=1'-0" A3.12 3/4"=1'-0" A3.12 3/4"=1'-0" PROJECT NUMBER SHEET NUMBER a zllzso 01 03-01 -13 PERMIT SET s3i4 „ = 1 -o° A391 2 ED �C,,C� 0 M a AN OR 1949 OF O.0 TM 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100. 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 - ©ANKROM MOISAN ARCHITECTS, INC. ! I ._7 � TO FA ° — ��- � I TO FAI" — _ 1 'ARAPE i I i T P RA T I 19 PARAPET I I 4.04 I I TO PARAPET 4.04 I I I I I 1 I LO E 1 1 1 1 I I I I SLOPE 1 I SLOPE N40 I I /8" FT A'4 I I I I 3/8"/FT - I 13/8"/FT 1 "FTI P ) G �FA '� 70 4.04 SIM 185.50' — I BO SOFFIT <r i� ! —ti I 14 A404 1 I 4.04 I Ii I I I A 184. 0c _ I I! I D 3 ` SBO SOFFIT A40 3 I I A403 I II ( I A II I ( 1 Lu LL T — — I I 183.00' O 40 !I I I 133.�0� i I I OC J �— 1(0 UL ION i 4 I I TO MULLION I J I A403 J 4 J I ( 4.03 Q 8 o I l7 40 8 1 - I H A403 I I 13 II I11{AUL410N r I \ _ 40 ` \ /1 U O LuI = 1 LOBBY i u z 0 +-� u D WOMEN CORRIDOR j LOBBY — C2 I I / J Z I ! Q o zm ry I +�Q3 KQ 1 I ° ° 4.0 4.03 I o QD l 174.50' _ I \ BO MULLION REVI ION DATE REASON FOR ISSUE i 2 2 I \ 2 6-24-13 ADDENDUM N0.2 5, (1 1 1 L,I A406 _ 175.25' LAB I TO SLAB ! ! I \ i N 7 I I I I I \k40V II I I ° I I I 4.0 j I I 4.03 2 w i J I ja ,E72.o0I I I 172.00 2 TO.$LAB a �.. . . I 1 TO SLAB 3 J LL U CO V s' w . COMMUNITY CENTER w WALL SECTIONS E�Z O N O •' p . 0 Q h 0 zWALL SECTION WALL SECTION WALL SECTION WALL SECTION DATE REVISION 1 2 34 3-01-2013 z A3.13 3/4^=r-0^ A3.13 3/4°—r-0^ PROJECT NUMBER SHEET NUMBER Q 211280 N 03-01 -13 PERMIT SET SCALE3/4" _ � 1-0" All 3 D ARC Mo �� GDN I _ 1949 I I 9TH, OFQi �- ----- ..#.. - 197.00' TO PARAPET TM I I I I I 4.04 l i I 1 1 I i I 4.04 I I i I I JI I METAL STUD AND GYP BOARD 6720 SW MACADAM AVENUE,SUITE 100 FURRING AROUND PORTLAND, OR 97219 BEAM I T 503-245.7100 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 E ©ANKROM MOISAN ARCHITECTS,INC. _ 1901-11" I ! I ! 190'-11--PA I I TO PARAPET i t TO PARAPET I I I I I I I I I 1 190,-10„ A40a I l ( l I I10 4.04 I l I I l 4.03 ( I I I TO PARAPET SLOPE I I ! I I l J E I I I l 318"/FT I i l I I I I I ' I I i 7-o I I it I I I I I Ili I I / ♦ I I 171,1 I / , I I ( I I a04 l I I l 4 � ( 4 ( A — 4 I i I I I I 16 I I l I 4.06 ( 1 l J 4 I I 4.03 I —}— — _ 183.00' jK J TO MULLION 90 I i 9 I C 181.00' mk 9 I I 2 W BO MULLION 4.03 O I � LOBBY LOBBY J COMMUNITY CENTER COMM JN Ty CENTER AI 4.04 zo 0 I 0 1 I 0 a.o i ' u 8 i 22 4.03 I I 4.0 O W I I ( = z a LLJ 4—Ju V _.o I c: J co — J Q o zm _ W H Lf)4—;� a a 14 \ STAIR V i u Ou d I i , 4.03 l l I ST-1 l I ! E I -�- I h 2 2 ° ° o o ° ° ° ° 4.0 l e 4.03 4.04 2 2 4.0 o I I I =I 172.00' I 172.00' I I I I — 172.00' Ilk I= I = TO SLAB l ( TO SLAB l ; .l. 1 REVISION DATE REASON FOR ISSUE SLAB III III III III- l • . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °. I v� o o• o •o ° 0 0 0 0 0 I I—III—III— _ _ —II III—III= i _ ° ° ° ° ° III—III III- _- -I y. ; ° ° ° ° I I I- ------------------- 4 -- III=1 I 1=I 1=1 I 1=� I— ° I I=1 I =1 I MI 11 I I d > I — — — I l — 170.92' — w _Q _-- III-III-III I- --------� • „ 1=III=III=III=1 I d 4 TO SLAB l d i as EI I I—I i I—I 11=1 I I- _ _ 0 0 0 0 0 0 0 0 O O O O QM O O a O OM O O O O O j4 ^. (—I 11-1 11-1 I I— I I I—I 1—III—III— o �omot�o�'o RA N-0 0 0 0 0 G ° o I—III— I—III I I I—III III— I I I—IIi—III—III— I—i I i—I I s i—I 1 —III—I I I I —I I—I I—III—i I—I 11- LL I I P I I I I r I I �I I 1=1 I I III—III—III—III I I I I—I 11—I I =1 I a l l i=1 I I=1 I I—I i t=1 I —III- -I 1=1 AR C� M01 0 ND, 0 EGON 1949 DOOR SCHEDULE � OF TAG DOOR DOOR FRAME FIRE HDW NOTES NO. SIZE TYPE MAT. FIN. MAT. FIN. RATG TYPE 100 6'-0"W X 8'-0"H PR A AL - AL - NR 01 1, 2B, 7A TIM 1ODA 6'-0"W X 8'-0"H PR A AL - AL - NR 02 2B, 7A 1006 6'-0"W X 8'-0"H PR A AL - AL - NR 05 213, 3A, 7A 100C 6'-0'W X 8'-0"H PR A AL - AL - NR 04 2B, 7A fAflt 1o0 3'-0"W X T-0"H E1 WD ST HM P NR 03 6A, 7A 102 6'-0"W X 8'-0"H PR A AL AL NR 03 213, 7A 102AA 3'-0"W X 7'-0"H E7 WD ST PFM NR 06 7A 103 6'-0"W X T-0"H PR D7 WD ST HM P 90 MIN. 07 2A, 3B, 6A 103A 4'-0"W X 7'-O"H G WD ST WD ST NR 08 2A, 3A, 6A,9 6720 SW MACADAM AVENUE,SUITE 100 104 6'-0"W X 9'-0"H PR C HM P HM P NR 09 2A, 3A, 4, 5, 6B, 7A, 8A PORTLAND,OR 97219 104A 6'-0"W X T-0"H PR 61 HM P HM P NR 10 2A, 5, 6A, 7A T 503-245-7100 ~ 110 6'-0"W X 8'-0"H PR D WD ST HM P NR 11 2A, 3A, 6A, 7A 117 SOUTH MAIN STREET,SUITE 400 110A 6'-0"W X 8'-0"H PR D WD ST HM P NR 11 2A, 3A, 6A, 7A 6 p" SEATTLE,WA 98104 T 206-576-1600 1106 6'-0"W X 8'-0"H PR B HM P HM P NR 12 2A, 3A, 5, 6A, 7A '( 6'-0" 3,_O" (DBA MOISAN ARCHITECTS, INC. 17 3'-0"W X 9'-0"H E HM ST HM P NR 13 2A, 3A, 66, 7A 6'-0" R R 4'-0" 112 6'-0"W X 7'-0"H PR D1 WD ST HM P 45 MIN. 14 2A, 36, 66, 7A 3 p. 1 3/ " j 112A 3'-0"W X T-0"H E7 WD ST P 45 MIN. 28 2A, 3B, 66, 7A �* 11 3/ NIUT L SES L/ 1138 6'-0"W X 7'-0"H PR D7 WD ST 2 P NR 16 2A, 3A, 6B, 7A / \ m m / \ U �/ / \ / / ❑ / M 113DA 3'-0"W X 7-0"H E7 WD ST HM P NR 17 6A, 7A / \ o � / ro m o U O p u+ w 113FA 3'-0"W X 7'-0"H E7 WD ST HM P NR 17 6A, 7A o o o o ❑ 114 3'-0"W X 7'-0"H E7 WD ST PFM NR 18 6A, 713 \ ° 115 3'-0"W X 7'-0"H E7 WD ST HM P NR 17 6 7A 116 6'-0"W X 7'-0"H PR D1 WD ST HM P NR 19 6A, 7A 117 3'-0"W X 7-0" E1 WD ST HM P NR 20 6A, 7A AL „B,. „B1„ HM „C„ HM „D,. „D7„ HM „E„ „E1„ WD, HM „F„ WD „G„ WD 118 3'-0"W X 7-0"H E7 WD ST PFM NR 21 2A, 3A, 6A 119 3'-0"W X 7'-0'H E7 WD ST PFM NR 21 2A, 3A, 6A 120 3'-0"WX7'-0"H E7 WD ST HM P NR 22 6A, 7A DOOR TYPES 122 3'-0"W X 7'-0"H F WD ST PFM 45 MIN. 23 2A, 6A, 7A, 813 122A 3'-0"W X 7-0"H F WD ST PFM NR 25 8B i 123 6'-0"W X 7'-0"H PR D7 WD ST HM P 45 MIN. 27 2A, 3B, 6B, 7A 123A 3'-0"W X 7'-0"H EY HM P P 45 MIN. 26 2A, 5, 7A 1238 3'-0"W X T-0"H E7 WD ST HM P 2 DOOR NOTES 1. AUTOMATIC DOOR OPENER. 2 2 2A. CLOSER-SURFACE-MOUNT. 13'-0" 13'-0" 2B. CLOSER-CONCEALED. 5'-O" 4'-O" 3'-0" 5'-0" 5'-0" 5'-O" 3'-O" 5'-O" 3A. MANUAL HOLD-OPEN. 3B. MAGNETIC HOLD-OPEN TIED TO FIRE SUPRESSION SYSTEM. 4. DOOR BELL. 5. INSULATED EXTERIOR DOOR. 6A. 12" H KICK PLATE ON PUSH SIDE. 0 0 0 0 6B. 36" H KICK PLATE ON PUSH SIDE. O w D D 7A. LOCK. 76. PRIVACY LOCK. T.O. MUL. T.O. MUL. T.O.MUL. T.O. MUL. z 8A. VISION LITE. ip io w �D Lu 8B. HALF-GLASS LITE. * a 9. CUSTOM WD. DOOR TO MATCH EXIST. IN CHURCH & NARTHEX. DIMS. VARY. NR LITES. o o q o Q DOOR LEGEND `° co coco `° < WD WOOD. S STAIN. I- AL ALUMINUM. P PAINT. HM HOLLOW METAL. NR NON-RATED. L1 1� IL j IN PFM PRE-FINISHED METAL. = _ m c: U N N N N AL AL AL AL 0 = Lu O O O O 4-1u Lu Qp z m 9,_o" 15,_O" 2 1p-60 18'-0" 8,_p" 8,_p" _ W - 2'-6" 5'0" 4'-6" 6'0" 2' 6" 5' 0" ' " 3'0" 2" 6'-0" 7' 10"2' 10" 6'-0" 5'-O" 2'-6" 5'-0" 2'-6" 2'-0" 5'-O" 4--; L/) DOOR DOOR V V O 4 O 2 T. T.O. DOOR / \ DOOR / DOOR co o �Eli / \ ro a" l . T.O. MUL. 0 0 0 SEE OR a SEE DOOR o SEE DOOR c M T Pl „ , T P „ " T.O. T.O.MUL. T.O. MUL. T.O. MUL. T.O. MUL. T.O. MUL. \ MUL. L REVI ION DATE REASON FOR ISSUE F 4-26-13 ADDENDUM NO. 1 N N `V 2 6-24-13 ADDENDUM N0.2 AL AL AL 2 AL AL AL AL O O O O O O o 2 a 5,-0"@ "L"& "L2" 4,-8"@ "M' 18,_6" 15,_0" 12'_6" 7,_6" 6'-W 5'_p" 6'-0" Ta a w 4'-0"@ "L1^ 4'-0"@ "A41" 2'-6^ 6,_p" 1,_6„ 6'_O„ 2,-6" 2,_6„ 5,_O„ 2,-6„ 5,_O" 5,_O„ 5,_O" 2,_6" 5,_O„ 2,_6" EQ. EQ. EQ. > u DOOR DOOR 9 I -9 o' T.T.O. 2 SEE DOOR"B" & "B1" DO R MUL. N o 0 o WINDOW TYPES F N L2 O SEE R SEE R o, > "' O1 m > rn m NOT m T.O. T. T P TY E " ¢ Q o o USED o MUL. M L. > > O X ,296 XTWE u N ® N N NG BE o �� N L=j I N AL AL AL AL AL AL AL PFM 0 00 M M7 O O O O O S T z 2 WINDOW TYPES DATE REVISION 3-01-2013 PROJECT NUMBER SHEET NUMBER 211280 03-01 -13 PERMIT SET SCALE ' - A4. 00 1 /8 - 11-011 ED M EXTERIOR WALL ASSEMBLIES: D. OREGON A Al ��i 1949 C METAL PANEL SIDING METAL PANEL SIDING A (� 2 E NON RATED 1�L FIBER CEMENT LAP SIDING 1"L FLAT STRAP FURRING FLAT STRAP FURRING ,�� OF � 1� METAL BOX RIB SIDING I FLAT STRAP FURRING 1"AIR SPACE I 2" METAL Z FURRING 2" METAL Z FURRING 3" METAL Z FURRING 2"MINERAL WOOL INSUL, R-7.5 MIN 2"MINERAL WOOL INSUL, R7.5 MIN. 1"AIRSPACE 1" 3" METAL Z FURRING 2" MINERAL WOOL INSUL., R-7.5 MIN. I I I BUILDING WRAP BUILDING WRAP � � I I I I 2" MINERAL WOOL INSUL., R-7.5 MIN. BUILDING WRAP is/z" PLYWOOD SHEATHING '%2" PLYWOOD SHEATHING a BUILDING WRAP PLYWOOD SHEATHING 6" METAL STUDS 0 16" O.C. 8"METAL STUDS 016" O.C. PLYWOOD SHEATHING D ANNE011 TM 6" METAL STUDS @ ,6" O.C. B 6" BATT INSUL., R-13 MIN BATT INSULATION., R-13 MIN. FIBER CEMENT LAP SIDING BATT INSULATION, R-13 MIN. METAL PANEL SIDING VAPOR RETARDER VAPOR RETARDER a 6"METAL STUDS 16 O.C. 1"AIR SPACE v FLAT STRAP FURRING e " F BATT INSULATION, R-13 MIN. h VAPOR RETARDER (1) LAYER 518"GYPSUM BOARD (1) LAYER 5/8" GYPSUM BOARD 6" CONCRETE p 3 METAL Z FURRING , 2" METAL Z FURRING VAPOR RETARDER ( ) LAYER 5/8" GYPSUM BOARD " F 2 MINERAL WOOL INSUL, R-7.5 MIN. NON RATED NON RATED NON RATED (1) LAYER 5/8 GYPSUM BOARD BUILDING WRAP NON RATEDLn I 2" MINERAL WOOL INSUL, R7.5 MIN. BUILDING WRAP e NON RATED U PLYWOOD SHEATHING U I%6" PLYWOOD SHEATHING U 6" METAL STUDS @ 16" O.C. C, C7 6" METAL STUDS @ 16" O.C. A2Ank ' E7 ¢ BATT INSULATION, R-13 MIN. BATT INSULATION, R-13 MIN. 1" METAL PANEL SIDING FIBER CEMENT LAP SIDING VAPOR RETARDER VAPOR RETARDER '�'� FLAT STRAP FURRING METAL BOX RIB SIDING 1 AIR SPACE 1"AIR SPACE I"A[ SPACE 2" METAL Z FURRING 4 FLAT STRAP FURRING - 3 METALZFURRING 6" METAL STUDS @ 16" O.C. 6" METAL STUDS @ 16" O.C. 2" MINERAL WOOL INSUL, R-7.5 MIN ° 1"AIR SPACE (1) LAYER 5/8" GYPSUM BOARD 2" MINERAL WOOL INSUL, R-7.5 MIN. 3" METALZFURRING BUILDING WRAP (1) LAYER 5/8" GYPSUM BOARD BUILDING WRAP 2" MINERAL WOOL INSUL., R-7.5 MIN. (1) LAYER TYPE "X" GYP.SHEATHING PLYWOOD SHEATHING 6720 SW MACADAM AVENUE,SUITE 100 NON RATED PLYWOOD SHEATHING NON RATED 6" METAL STUDS @ 16" O.C. PORTLAND,OR 97219 BUILDING WRAP 6" METAL STUDS @ 16"O.C. BATT INSULATION, R-13 MIN T 503-245-7100 PLYWOOD SHEATHING 8" METAL STUDS @ 16"O.C. BATT INSULATION, R-13 MIN. VAPOR RETARDER BATT INSULATION, R-13 MIN. VAPOR RETARDER (2) LAYERS 518" GYPSUM BOARD 117 SOUTH MAIN STREET,SUITE400 VAPOR RETARDER (1) LAYER 5/8" GYPSUM BOARD SEATTLE,WA 98104 (1) LAYER 5/8" GYPSUM BOARD NON RATED T 206-576-1600 GA FILE NO. WP 1072 1 HR. FIRE RATED ©ANKROM MOISAN ARCHITECTS,INC. 1AA C2 A3 � 1 FIBER CEMENT LAP SIDING METAL PANEL SIDING CONCRETE METAL BOX RIB SIDING FIBER CEM. LAP SIDING - DBL STUD 1"AIRSPACE FLAT STRAP FURRING F E D MTL PANEL SIDING - DBL STUD 2" METALZFURRING 1/2" 1 1/2" =1'-0" 3" METALZFURRING 2" MINERAL WOOL INSUL., R-7.5 MIN. 1 1/2" =1'-0 2"MINERAL WOOL INSUL., R-7.5 MIN BUILDING WRAP BUILDING WRAP PLYWOOD SHEATHING (1) LAYER TYPE "X" GYP.SHEATHING 6" METAL STUDS @ 16" O.C. 15/z" PLYWOOD SHEATHING 6" BATT INSULATION 6" METAL STUDS @ 16"O.C. jr VAPOR RETARDER BATT INSULATION, R-13 MIN (2) LAYERS 5/8" GYPSUM BOARD VAPOR RETARDER (1) LAYER 5/8" GYPSUM BOARD NON RATED NON RATED FIBER CEMENT LAP NG METAL PANEL SIDING 2 SIDI11/2" =,,_D„ INTERIOR WALL ASSEMBLIES: GENERAL NOTES 1. GYP. BD.TO BE%" TYP. M L 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD GYP. BD. TO BE TYPE "X"WHERE RATED. 6" METAL STUDS @ 16" O.C. 3 5/8" METAL STUDS @ 16" O.C. GYP. SHEATHING TO BE TYPE "X"WHERE RATED. 6" ACOUSTICAL INSULATION 3 t/2"ACOUSTICAL INSULATION 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD PLYWD. SHEATHING TO BE 1%2", TYP. NON FIRE RATED K ADD (1) LAYER GYP. SHEATHING WHERE NEC.TO (2) LAYERS 5/8" GYPSUM BOARD M7 L, 3 5/8" METAL STUDS @ 16" O.C. FLUSH OUT WALL SURFACE. SEE EXTERIOR WALL 6" METAL STUDS @ 16" O.C. 5/8" GYPSUM BOARD I. 5/8" GYPSUM BOARD TYPES "A-2" & "A-3". 6" ACOUSTICAL INSULATION 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD -METAL STUDS @ 16" O.C. 3 5/8" METAL STUDS @ 16" O.C. 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD NON RATED 2. PER GA FIRE RESISTANCE DESIGN MANUAL, GENERAL EXPLANATORY NOTES: GAWP 1072 1-HR. FIRE RATED NON FIRE RATED K1 NON FIRE RATED 6" METAL STUDS @ 16"O.C. 15. GREATER STUD SIZES SHALL BE PERMITTED TO BE M2 L2 518" GYPSUM BOARD USED IN METAL OR WOOD STUD SYSTEMS 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 6" METAL STUDS 0 16" O.C. 3 5/8" METAL STUDS @ 16" O.C. NON RATED 21. ADDITIONAL LAYERS OF TYPE "X" OR REGULAR 6" ACOUSTICAL INSULATION 3 t/2" ACOUSTICAL INSULATION GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED TO ANY SYSTEM. 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD I 3. REFER TO A2.00 AND A5.00 SHEETS FOR WALL TAGS GA WP 1072 1-HR.FIRE RATED GAWP 1072 1-HR.FIRE RATED & DIMENSIONS. M4 M3 5/8" GYPSUM BOARD 518" GYPSUM BOARD 4. AT EXTERIOR WALLS FACE OF STUD TO ALIGN 8" METAL STUDS @ 16" O.C. 8' METAL STUDS 0 16" O.C. WITH FACE OF CONCRETE SLAB, U.N.O. 8"ACOUSTICAL INSULATION 8" ACOUSTICAL INSULATION Z 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD 5. TILE BACKER BD. FROM TOP OF TILE TO FLOOR. O CONVENTIONAL GYP. BD.ABOVE TILE. U GA WP 1072 1-HR. FIRE RATED NON FIRE RATED w N INTERIAION PART M INTERIOR ITIO (D_I_NNTERIOR PARTITION K FURRING o 11 OR PRTIT Q CORRIDOR WOMEN F- 10,A ,18 RI CORRIDORI MEN 1016 119 Ar T S R (1) LAYER PLYWOOD SHEATHING — (1) LAYER 518" GYPSUM BOARD (1) LAYER 5/8"GYPSUM BOARD (gij LAYER 5/8" GYPSUM BOARD — (1) LAYER 5/8" GYPSUM BOARD 6" METAL STUDS AT 16" O.C. N 6" METAL STUDS @ 16"O.C. i 2 1/2" METAL CH STUDS AT 16" O.C. 6" METAL STUDS @ 16" O.C. N 3 5/8" METAL STUDS @ 16" O.C. O Of 6" AIR SPACE 6"ACOUSTICAL INSULATION (1) LAYER 1" GYPSUM LINER PANEL '; `? 6"ACOUSTICAL INSULATION v 3 1/2" ACOUSTICAL INSULATION LL EXISTING BRICK WALL p 1"AIR SPACE O " f- J 3/4"AIR SPACE > 4 1/4" 4 1/4" 1 AIR SPACE Z Ln 3 5/8" METAL STUDS @ 16" O.C. GA FILE NO. WP 7001 1 HOUR FIRE RATED (2) LAYERS 1" X 24" GYPSUM BOARD PANELS - 3 5/8" METAL STUDS @ 16" O.C. U w 6" NON RATED W 3 1/2"ACOUSTICAL INSULATION 2" H STUDS @ 16" O.C. W3 1/2" ACOUSTICAL INSULATION `� U U U 5/8" GYPSUM BOARD 3/4"AIR SPACE U 5/8" GYPSUM BOARD Q 6"ACOUSTICAL INSULATION _ NON RATED 6" METAL STUDS @ 16" O.C. h NON RATEDO Z 00 EXISTING BUILDING-/ (1) LAYER 5/8" GYPSUM BOARD I+ 2Lu GA FILE NO. ASW 0998 2-HR. FIRE WALL • ul Zoo ,�^, Q O 2 ZIQ V i U Uca O = j I vw f WALL AT EXISTING BUILDINGPLUMBING WALL AT RAMP 1 HOUR SHWALL 2 HOUR _WALL PLUMBING WALL � , 1/2" =,'_o" AFT Q , ,/2'• =,'_o" FIRE P , ,/2'• =,,_o„ 2 HORIZONTAL ASSEMBLIES: REVI ION DATE REASON FOR ISSUE 2 6-24-13 ADDENDUM N0.2 I U � Z � w ❑ w J T m w a n. w 2'-0" 5 3 1 to g TPO ROOFING 4 <. , ; 2 TPO ROOFING TPO ROOFING TPO ROOFING . J X X X X X xxXM TAPERED INSULATION WHERE OCCURS 6" METAL STUD FRAMING, 16" O.C. a :' � e 4" CONCRETE SLAB TYP• TAPERED INSULATION, WHERE COVER BOARD TAPERED INSULATION, WHERE w COVER BOARD 6" BATT INSULATION ` e 5" AT AUDITORIUM 110 OCCURS-SEE A2.03 FOR TAPERED INSULATION, WHERE OCCURS-SEE A2.03 FOR 1 1/2" METAL DECKING 5/8" MR GYPSUM SHEATHING VAPOR RETARDER ROOF SLOPE INFORMATION OCCURS-SEE A2.03 FOR ROOF SLOPE INFORMATION „ ui 6" METAL STUD FRAMING @ 24" O.C. FF SAM (2) LAYERS 2" POLYISO BOARD Oovvv�0ov�o0ovvv�0ov�a0c 2" POLYISO BOARD (2) LAYERS 2 POLYISO BOARD ROOF SLOPE INFORMATION ao 2"Z FURRING 000 000 000 000 000 000 000 000 00c INSULATION WITHIN 2' INSULATION,STAGGER (2) LAYERS 2" POLYISO BOARD o (1) LAYER 5/8" MR GYPSUM SHEATHING INSULATION, STAGGER y-� q.-� C� q-� 4-� q�-� q-� q-� '¢ EFS FINISH 2" POLYISO BOARD INSULATION; vO vO VO VO VO�O vO v0 00� OF BUILDING PERIMETER JOINTS; R-20 MIN INSULATION,STAGGER JOINTS R-20 MIN " o " 0 " 0 " 0 " o " o " o " o R-20 MIN > 000 000 pOo 000 000 000 000 000 00� VAPOR RETARDER JOINTS; R-20 o 518" MR GYPSUM SHEATHING " ' = - VAPOR RETARDER SOIL�VEL FILL 1 1/2" METAL DECKING VAPOR RETARDER MIN w EFS FINISH 8''/2u METAL ME AL JOISTS AT 16"O.C. /�\/�\/�\/�\/�\/�\/�\/�\ TRUSS PER STRUCTURAL 1 1/2" METAL DECKING w (1) LAYER 5/8" GYPSUM BOARD /\ \ \ \ \ \ \ \j FINISHED CEILING WHERE TRUSS PER STRUCTURAL WALL TYPES OCCURS,SEE REFLECTED FINISHED CEILING WHERE /\//\//\//\//\//\//\//\ CEILING PLAN OCCURS, REFLECTED CEILING PLAN /%\//%\//%\//%\//%\i UO W N CANOPY SOFFIT ROOF AT LINK S.... ( LAB ROOF ,/2" ,2' = 1 , 1/2" z } DATE REVISION Z O 3-01-2013 x ZQ PROJECT NUMBER SHEET NUMBER 211280 03-01 -13 PERMIT SET SCALE = 1 ,-O„ A44Sol D �C STE P 1 /X� STEP 2 STEP 3 STEP 4 �� MOI ai INSTALL BUILDING WRAP ./. . . ^ a) WHEN WINDOWS ARE - , , a) INSTALL FOIL-FACED OVER ENTIRE WALL SURFACE. / 17 I READY TO BE INSTALLED, TRIM MEMBRANE FLASHING PARTS N PROVIDE 6"MINIMUM >` r CLEANLY THE BUILDING WRAP i -.� ;f , 3a ON SILL AND EXTEND \ OVERLAP AT HORIZONTAL /1. THAT WAS LEFT DRAPING T• ', ' f:,i . ;;f MEMBRANE UP THE FACE OF t;r ,t'` r a) INSTALL SINGLE PIECE OF 1949 O JOINTS AND 12"MINIMUM * ; „ t rl J ,a OVER SILL TO THE EDGE OF ;t! ,ff f t / /I/!ir lI BACK DAM. EXTEND yjt' l;f r I t 1`./t h,l+ ,f ff+ t t+t<'1 Jf + tltf - J�'f't•; „1'J!// r it, ! „/ r,+�l ;/•• ! st rt t r [/ OVERLAP AT VERTICAL JOINTS. t,',I t I I lcV.: ff •r,, EXTERIOR WALL SURFACE. If f rfl ! '/,/ ,r7 r ;1;.'/1I fj c;j>L+': t';jtt l :ijt'/1`i' MEMBRANE UP JAMB. j1 f+ FOIL-FACED MEMBRANE ;Jf. 1, Itf, t, y: t•.l/IIp;f1r I +frf ff'1J 3d ft iJJ 1 FLASHING PART 4a ON SILL TAPE ALL LAP EDGES AT f ;lJltt'! "t r , ff� /fI/fl`;) /� t f,+llllf,';l,ItJrf jf j IJ i'!Il/" IsJ:il` 'lr I!;?,. l; 'j ! OF f „ � t r', , d r +;;,:;If /• ff/'t/ff AND EXTEND UP AND OVER BUILDING WRAP WITH TAPE. j ,`l" ' t ' /I/ f" lft=;, f' f, J.�,r•;,�/Jf i{ ;. r :. I' r3 t / , Jf // ,II' � /�1 b) INSTALL ALUMINUM ANGLE / , rt/r��.f, / "1f /�'/t ,!,•� b) INSTALL FOIL-FACED -:,. I THE FACE OF BACK DAM AND t., f!11 f:, MEMBRANE FLASHING PARTS tl �;? ?;;.'�` r;/ f i l__ CUT'� '� � +�, � , l� ,:Erf, l ���f • 1 -.._.�. •� jj f EXTEND 1" HORIZONTALLY. b) TRIM BUILDING WRAP l / 3b ON JAMB FRAMING AND }-' 4CLEANLY AT HEAD AND JAMBS _ OVERLAP ONTO CORNER tl / : : t j EXTEND MEMBRANE DOWN /f1/J ^ q�:j'; PIECES AND EXTEND JAMB TO OF WINDOW ROUGH f OVER MEMBRANE FLASHING 'cr: JAMB, TM OPENING AND REMOVE. ! f PARTS 3a. b) APPLY SEALANT TO SEAM LINE c) WHERE BUILDING WRAP IS / NOTE:APPLY PRIMER TO ALL : ,'•: ; f� WHERE SILL PIECE TERMINATES REMOVED FROM WALL SURFACES TO RECEIVE FF SAM 'J::• 9 CORNER PART 3a ON MEMBRANE FLASHING. OPENING AND PRIOR TO f 2b INCLUDING WHERE CORNER ` - f WINDOW INSTALLATION, PARTS 3b WILL OVERLAP — NOTE:ALLOW SEALANT TO BUILDING WRAP CAN BE LEFT �f CORNER PARTS 3a — _ � CURE PRIOR TO WINDOW 4b DRAPING OVER SILL AND 7 , f ` 1 • PLACEMENT. FASTENED TEMPORARILY TO f� I REDUCE WETTING OF THE SILL. I i d) DO NOT FASTEN BUILDING :Jy: ,?,{{; :T•y�r WRAP WITHIN THE ZONE 2a ;'•' ''` I '• •`.:`.<"'•,••`•''•,�'>' 6720 SW MACADAM AVENUE,SUITE 100 DIRECTLY ABOVE WINDOWS. f "`>���'�, •-': `° i PORTLAND,OR 97219 l , �� f` : t / ',.i'•:;:•";;:.4.'.c+ry:":: T 503-245-7100 1c �� ite �::'• 4a',i..;r:i t» f 4a CUT' 117SOUTH MAINREET,SUITE400 LINSEATTLE,WA 98104 L ;:Irl I I 'j T 206-576-1600 A" `.K. ALUMINUM ANGLE SECTION y `CORNER PART 36 ®ANKROM MOISAN ARCHITECTS,INC. — ' 7a STEP 5 STEP 6 �. STEP 7 ,— — — — — STEP 8 a) NOTCH BUILDING WRAP AT a) INSTALL FOIL FACE MEMBRANE / TOP CORNERS OF ROUGH a) INSTALL FOIL FACED MEMBRANE ( a) INSTALL SHIMS PER as OPENING. FOLD FLAP UP AND AT EACH JAMB. EXTEND INWARD . �J• :,z •zi z CUT AT HEAD LAPPING OVER JAMB TO 1/2" BEYOND LOCATION OF ' ^ MANUFACTURER'S FASTEN TEMPORARILY. L •:�� LINE FLASHING. ------------ INSTRUCTIONS. INTERIOR FACE OF WINDOW _�•�•.z.•r. "J"' ' b) AFTER NOTCHING THE r � FRAME. r �< s,`2•:>,.•_•:,%:.»r.:,..:,,:', b) APPLY SEALANT TO SEAM CUT b) INSTALL CONTINUO US BUILDING WRAP BUT PRIOR WHERE HEAD PIECE LINE CLEAT INSTALL METAL talixs<:'�;<'%:•%`%<;s.Nz.r:�^.�.i.;:.:1E.:�....:.'rr. '�:...�.:':•:€.r%�s-z-r -rsz'z:€E $:- / / I `::k•:. I / .ti;:4`:i:,.�,.4,. ,..:. •Js FLASHING WITH UPTURNED TO FOLDING FLAP UP,TRIM ON MEMBRANE FLASHING. / :;.<r>-<: :%:- :;.., •.::..z:z : .•• '.•sa / // � n � s: s:..:.. � �— — � rs..�•r/..:..,,,y;sz:: I r �:.:.:•:;r ENDS HO OVER BACK DAM. LOWEST 3 112" OF BUILDINGr / / 5 / I/ OK O .r . WRAP AND REMOVE. Sb sti I NOTE:ALLOW SEALANT TOCURE PRIOR TO WINDOW PLACEMENT. 'iL• C) INSTALL WINDOW PER :�'• it�� . . ^tL'• _ MANUFACTURER'S / .z2r. / I INSTRUCTIONS. SEA :•>•::;; et:• LINM I WINDOW T r I O O FF SAM AND . .t I •i 'i . I I tiC:� '.C• :YC• •ii METAL FLASHING PER . .t..t rr Vis::' .{ . {»:c:{c•I t�i?%1 4'l i!�•+h .{L.V WINDOW DETAILS. .,. s s:� . t . I v . , I I b I •.;ii+ii I BEAD OF SEALANT cit:• I I it 'ii°va°vn .i IN BACK CORNER , .z: OF END DAM n : ::::ice::"/.•;r:: ;his'"�::�%� %',•'slf :• f , , , '.:1;'..~::...fir:. 5° f. EN ... r ••.4••.4 .:;•.•r D-DAM ..r. > w` V/ V BC w\ 4 gi O CONTIN / UOUS / :. w� V C:C'J':C C::'J•:i , , .i is/•re:::� 7 cLIAr > w. / , G y. V llffiffiffiffillffi / €iTl \ \ / I / / V 1 ARIE 5 j SILL FLASHING SECTION Z O STEP 9 STEP 12 GENERAL NOTES: if W of 1. APPLY PRIMER TO SURFACES O a) INSTALL METAL HEAD a) FOLD BUILDING WRAP FLAP CONTACTED BY MEMBRANE FLASHING. FOLD AND SEAL �''�i� DOWN LAPPING OVER HEAD FLASHING. : :; : :•: HEAD FLASHING ENDS TO FLASHING. VARIES AT BRICK •:"'` 12 Q CREATE UPTURNED END DAMS. ::::::: LINTEL >' 2. REPRESENTS TYPICAL 9b :::;:;:pi --% CJ ��:�::� :�:•;•;;:. "•"" WINDOW OPENINGS. SEE b) INSTALL 6"WIDE FOIL • . i)i`:: `' b) ADD STRIP OF WRAP TAPE ' zs' WINDOW DETAILS FOR FACED TAPE AT EDGE OF I ;.;:•••r ' ;;::;g AT ALL EDGES OF FOLDED " 126 ADDITIONAL INFORMATION. METAL FLASHING TO BUILDING BUILDING WRAP. WRAP R LASHING. EXTEND 2" 3. THIS HA PROCEDURE U SHALL PAST SAM ATAMB . ��: " .•:" =rs '<' J 5 .;... •,�, ; ALSO BE APPLIED TO EXTERIOR ��•• o. DOOR OPENINGSIN T US G HE ..,. APPLICABLE HEAD AND JAMB U DETAILS. tY O _ mill W Z U u.l ?€ :ria:y r,...r.2a•.,`•r••.. BEAD OF SEALANT — IN BACK CORNER ""+ �•�'�"���� J ry� OF END DAM d END-DAM '' s r T'?` _ W N r:... O 2 0 V) V 2:l f O VARIES 5 N y END CAP HEAD f F I LASHING SECTION .'sem" NO I0101 I WINDOW WRAP SEQUENCE REVISION DATE REASON FOR ISSUE N.T.S. FF SAM, LAP OVER J 1ST LAYER OF FF SAM o W BUILDING Q = PIPE JACK FF SAM IF~ BUILDING WRAP " I WRAP w y m M CLCL g 1 FF SAM ~ w r / SILICONE LL SEALANT TAPE OVER > V i l JOINT ca Z ml BUILDING WRAP VAPOR BARRIER CL H 9 ANNULAR SPACE I I J OPTION 1:VAPOR BARRIER LAPPED OVER FFSAM 3 I Q TO BE 3/8"MIN u0 I I TAPE AND SEALED — Q O i i I m � I EXTERIOR DETAILS z i i SAM f Z ( BUILDING w 1 WRAP u 1 1 r o — FF SAM a I PIPE/CONDUIT I 2" VAPOR BARRIER F- 2' z MI DATE REVISION z I METAL FLASHING 3-01-2013 STEP i STEP 2 STEP 3 OPTION 2: FFSAM LAPPED OVER VAPOR BARRIER BUILDING WRAP PROJECT NUMBER SHEET NUMBER z TYPICAL WALL PENETRATION VAPOR BARRIER TERMINATION TYPICAL FLASHING TRANSITION 21 03-01 -13 PERMIT SET SCALED02 A N / �4• N.T.S. N.T.S. N.T.S. /Htl = -011 1 /8 A A M MO LD 1 I I I FF� "III, D. OREGON1949FF SAM I I FF SAM { FF SAM � OF0��Z FURRING BEYOND 77" V WRAP TAPE I WRAP TAPE I II WRAP TAPE II I I I { I INSECT SCREENTM II METAL FURRING METAL FURRING I II �. ! I NAILING STRIP I -J S o a INSIDE CLOSURE I I INSIDE CLOSURE I I I I BRACKET& { I I SHT. MTL. I I STAINLESS STEEL I SIDING, STAINLESS STEEL I STAINLESS STEEL FLASHING, LP UNDER I TYP. - I BUILDING WRAP fA A I I FLASHING,LP I FLASHING, LAP UNDER I 'I PROTECT UNDER BUILDING I BUILDING WRAP I FROM -- ----- :L- I - WRAP `r IELECTRO- . I ,I LYTIC I 6„ ACTION N SIDE PORTRAIL 6720 SW MACADAM AVENUE,SUITE 100 a 31/2" .�I RUNG T 508-245-71100ND,OR 7219 _- 3 1/2 -I 0 117 SOUTH MAIN STREET,SUITE 400 3 1/2" ROD AND SEALANT I PARAPET AT SEATTLE,WA 98104 RIB SIDING- T 206-576-1600 1 /4" ROD AND SEALANT I SEE ROD AND SEALANT I O 1" ALUMINUM ALUMINUM STOREFRONT WINDOW STOREFRONT WINDOW I A4.04 ©ANKROM MOISAN ARCHITECTS,INC. CURTAIN WALL SYSTEM-ALLOW FOR SYSTEM-ALLOW FOR SYSTEM 1/2" DEFLECTION i" 1/2" DEFLECTION 5 CURTAIN W LL HEAD 4 STOREFRON HEAD - METAL PANEL 3 STOREFRON HEAD - LAP SIDING 1 LADDER CONNECTION A403 6„_1,-0„ A403 6"=1'-0„ A403 6"=1,-0„ A403 1 112"=I'-O" E E C SHEET METAL COVER NEOPRENE WASHER METAL FURRING METAL FURRING METAL FURRING METAL CLOSURE SHEET METAL COVER SHEET METAL COVER A METAL FURRING ROD AND SEALANT CURTAIN WALL ROD AND SEALANT ROD AND SEALANT ROD AND SEALANT SYSTEM STOREFRONT STOREFRONT STOREFRONT WINDOW SYSTEM WINDOW SYSTEM WINDOW SYSTEM M 2 I I I I I ,I I ii I I I I I I I FF SAM II 2 2 FF SAM i FF SAM i FF SAM L--JL I I i 2" R.O. 2" R.O. 2" R.O. 2 2 I 2 10 CURTAIN WALL AMB 9 STOREFRONT AMB - PANEL SIDING 8 S OREFRONT AMB - LAP SIDING SF AMB - METAL PANEL A403 A403 A403 A403 Z SCALE: 6"=1'-0' SCALE: 6"=1 -0" SCALE: 6"=1'-0" SCALE: 6"=1 -0" 0 0 W CONTINUOUS CONTINUOUS 1314. SEALANT BEAD SEALANT BEAD 1" X 1" BACK DAM BETWEEN FLASHING 1" X 1" BACK DAM BETWEEN FLASHING AND WINDOW AND WINDOW WOOD SILL WOOD SILL BACKER ROD AND WOOD SILL BACKER ROD AND (- CURTAIN WALL SEALANT SEALANT SYSTEM FF SAM WRAPPED UP 2 FF SAM WRAPPED UP AND OVER BACK DAM AND OVER BACK DAM \ _ SHEET METAL 1" /� FLASHING _ U STAINLESS STEEL STAINLESS STEEL � of FLASHING WITH FLASHING WITH 1" X 1" BACK - - __- _ - E — iii- -- _ UPTURNED ENDS, _ PTURNED ENDS, DAM O W --------- 71/2' -- --- - _ _-- HOOKED OVER BACK ----- - _ --- OOKEDOVERBACK _ 1/2" I I DAM AM ALUMINUM STOREFRONT r z JWOOD SILL WINDOW SYSTEM �j U Lu U I I _ FF SAM I I 2 BEAD BETWEEN SFLASHING J AND WINDOW O Z Dp I { I I I BACKER ROD AND = LL.I 1/4" MINIMUM SHIM I 1/4"MINIMUM SHIM SEALANT • (/1 I I I BETWEEN METAL I I I BETWEEN METAL = "� Q Q FLASHING AND I FLASHING AND ► /1 v ABOVE SAM I ABOVE SAM { STAINLESS STEEL FLASHING V --- - - _— ---- WITH UPTURNED ENDS, W BASE i HOOKED OVER BACK DAM VAPOR I I 4 3/4" BARRIER VARIES I 5/8" TYPE X I I A E GYPSUM I ( I I BOARD 6" BATT INSULATION CURTAIN WALL SILL STOREFRONT SILL - METAL PANEL STOREFRONT SILL - LAP SIDING 15 14 13 I 6" METAL STUD FRAMING III403 6"=1,-0„ A403 6"=1,-0„ A403 6"=1 -°„ I I 2 { I MR GYPSUM SHEATHING REVI ION DATE REASON FOR ISSUE SHEET METAL COVER I 2 6-24-13 ADDENDUM NO.2 FF SAM WRAPPED UP C C METAL FURRING I CONTINUOUS Q Q I I AND OVER BACK DAM { I SEALANT BEAD I Q FF SAM I BETWEEN FLASHING I M AND LOUVER I I Q Z FURRING BEYOND ROD AND SEALANT I BACKER ROD AND SEALANT Q WRAP TAPE LOUVER I lII Q = I I 2 I FF SAM WRAPPED UP NAILING STRIP AND OVER BACK DAM INSECT SCREEN Q co DRAINAGE MAT N I STAINLESS STEEL - - - STAINLESS STEEL Q FLASHING, LP UNDER FLASHING WITH D LL BUILDING WRAP I ----- -- -- -- _ UPTURNED ENDS, PROTECTION BOARD HOOKED OVER BACK Q DAM 'a I I I II I I I O Q /�J n o I I j1d6" I I I VIN6-PER LS'CAPE C ---- I I oO �A GS O EXTERIOR DETAILS Z -- _ _ LC li I 3 1/2" I II O O O 0 O 1/2" I FF SAM I O 1/4"MINIMUM SHIM 000 O O O ROD AND SEALANT I I I I BETWEEN METAL O v I I I I FLASHING AND ABOVE SAM O LOUVER I 1 C O o I I I \ � � \ C\ C z I DATE REVISION 20 LOUVER - HEAD 19 LOUVER - JAMB 18 LOUVER - SILL 17 STOREFRONT BASE 3-01-2013 IE A403 6"=1'-0" A403 6"=1'-0" A403 6"=1'-0" A403 6"=1'-0" PROJECT NUMBER SHEET NUMBER 211280 N N 03-01 -13 PERMIT SET SCALE A4. FLAT SEAM PREFINISHED FLAT SEAM PREFINISHED D A SLOPE 3/8" SLOPE 3/8" FLAT SEAM PREFINISHED 1J 11(j 5/8" GYP BOARD Rl PER FOOT METAL COPING WITH Rl PER FOOT METAL COPING WITH RI SLOPE 3/ METAL COPING WITH VAPOR RETARDER i _9" HEMMED lio T SAM EDGE 1' 9" HT SAMMED EDGE PER T HEMMED EDGE M VAPOR RETARDER 6" STUD WALL __-_- _ _ I WOOD NAILER WOOD NAILER WOOD NAILER a 5/8" MR GYP BOARD i v `v BUILDING WRAP I A VENT ` VENT " VENT tha 1949 r-------- ---- -- ------------------- - -- I ✓' G -- ------ -------------------- ----- ------------------- - -- 2 i ^ 2 NTINUOUS CLEAT10 On -4' r I REINFO CED TPO I REE CED TPO I REINFORCED TPO I I EMBRANE I CONTINUOUS CLEAT EMBRANE I �/2" CONTINUOUS CLEAT MEMBRANE Z Z I 1 1/2" Z I _ j � i i FASTENER AND zi FAST NER AND _ I FAST NERAND FASTENING PLATE o FASTEN NG PLATE FASTEN NG PLATE i I I MIN 1 1/2" HOT TM I i t MIN AIR WELD RIB SIDING t MIN AIR WELD i RIB SIDING BEYOND AIR WELD FACE OF TRIM BEYONI METAL PNL. SIDING t INSECT I I MR GYP BOARD I I SCREEN I I ABOVE ROOF Y' --- I I DECKING , I i 4 `. I 4 I FF SAM STAINLESS MR GYP BOARD MR GYP BOARD STEEL ABOVE ROOF I ABOVE ROOF I A FLASHING; I Z DECKING Z DECKING I 6720 SW MACADAM AVENUE,SUITE 100 I ROD AND SEALANT LAP UNDER I I PORTLAND,OR 97219 BUILDING T 503-245-7100 HOLLOW METAL FRAME RECESSED LIGHT PAPER WHERE OCCURS PER 6,� ._•i I 117 SOUTH MAINS TREET,SUITE 400 SHEET A8.01 I ,I CONTINUOUS ANGLE CONTINUOUS ANGLE CONTINUOUS ANGLE GLAZING PER WINDOW TYPE OR CLIPS I OR CLIPS C OR CLIPS TSEATTLE, 206-576-1600 1 3 3/4" E7 Al 3/4" I ©ANKROM MOISAN ARCHITECTS, INC. 6 SOFFIT - 01 5 HM HEAD - SOFFIT 4 SOFFIT 3 PARAPET - RIB SIDING 2 PARAPET - METAL PANEL 1 PARAPET - LAP SIDING A404 3"=7" A404 A404 A404 A404 A404 3"=1'-0" 3"=1'-0" 1 1/2"=1'-0" t 1/2"=1'-0" t 7/2"=1'-0" Al REINFORCED C FLAT SEAM PREFINISHED I \ I :, r I INSIDE CLOSURE ------------ i TPO METAL COPING WITH I A At I I MEMBRANE HEMMED EDGE STAINLESS STEEL I VAPOR BARRIER I I FLASHING, LAP I FASTENER HT SAM UNDER 6 6" BATT INSULATION AND SIDING BEYOND C BUILDING PAPER 3° 6"METAL STUD FRAMING FASTENING I E E1 I BASE PER FINISH 3/4" PLATE 5/8" MR GYPSUM BASE PER FINISH j I I SHEATHING i :I BASE PER FINISH SCHEDULE I I TOP OF PARAPET BEYOND SCHEDULE I 2" RIGID INSULATION I STAINLESS STEEL MIN 17/2 I SCHEDULE i C OSU ESATEEL -•I INSECT SCREEN HOT AIR �I CLOSURE AT WELD I I PLYWOOD EDGE I STAINLESS STEEL I PLYWOOD EDGE CLOSURE AT STAINLESS STEEL FLASHING, 2 I I PLYWOOD EDGE 2 I i INSIDE CLOSURE 2 INSECT SCREEN COUNTERFLASHING,ALIGN I LAP UNDER BUILDING I I Z WITH BOTTOM OF i PAPER 5 I I T.O_S. . I _ T.O.S. �� T.O.S._ j PARAPET COPING BEYOND --- - ° a ° - ° ;. : PER SLAB PLAN �' ° a . ° - ° , - PER SLAB PLAN�' -. ° a _ ° ° .;. - PER SLAB PLAN d REINFORCED TPO a O a O a O Z MEMBRANE L33/4�' CONTINUOUS ° ° a a Z ° °° a Z ° ° ° CLEAT ° �. FASTENER AND FASTENING Z ° 6, STAINLESS STEEL 6" STAINLESS STEEL 3/4" FLASHING, LAP 6" I PLATE v q 00 000 000 000 000 000 000 00 4 1/2" �Oo 000 oOo o00 oOo o0% 000 oO STAINLESS STEEL :0 000 000 000 000 000 000 00 FLASHING LAP I - p� q� - UNDER BUILDING )O�O O�O�O'0O�O�O a - FLASHING, LAP J�O :000'Q0cQ0oQ0�0 a - UNDER BUILDING I MIN 1 1/2" HOT AIR WELD �Oo oOo o0'o0o'Q0oc000 0000 ° ° ° ° o 0 0 " 0 0 0 0 0 ° 0 0 0 0 0 0 0 °° 3 3/4" 00 000 000 000 000 000 000 00 3/4" WRAP 100 000 000 000 000 000 000 00 3" UNDER BUILDING:% 000 000 000 000 000 000 00 3/4" WRAP -1 1 COUNTERFLASHING ° - ° 3/4" WRAP j REINFORCEDZ_ /\/ /\/\/\/\/ ° PAVING PER /\/ /\/\/\/\/ ° \/ /\/\/\/\/ ° PAVING PER MEMBRAN TPO J =__ — —— — — —__ \/\\/\\/\\/\\/\\/\\ ° g .. LANDSCAPE j/\\/\\/\\/\\/\\/\\ ° 9 LPAVINANDSG PER CAPE \/\\/\\/\\/\\/\\/\\ ° g LANDSCAPE i 4Y° I.D. SLEEVE \/\/\/\/\/\/ \/\/\/\/\/\/ \/\/\/\/\/\/ FASTENER AND FASTENING \ @SCUPPER j//\\//\\//\\//\\//\\//\\ a ° �a j//\\//\\//\\//\\//\\//\\ I PLATE SPOUT MIN. \/\/\/\/\/\/ MIN 7 1/2" HOT AIR WELD Y" CLR. \/\\/\\/\\/\\/\\/\\ 5 — — — — — — —3�d \\/\\/\\/\\/\\/\\/\ /\\/\\/\\/\\ \\/\ 2 i//\//\//\//\//\ \ ° \ \ \ \� //\ SMUT AT \\\\\\\\ \\\\\\ ♦/ S EEL BEAM PER ° /\//\//\//� \//\//\//\//\/ // ° STRUCTU ,21 WALL TRA NS. - �VIETAL PANEL 11 WALL TRANSITION - CANOPY 10 PARAPET - CANOPY WEEPS AT 8`' O.C. 9 BASE - RIB SIDING BASE - METAL PANEL BASE - LAP SIDING A404 3"—V-0" A404 3"—7'-0" A404 3"=l'-O" A404 1 1/2"=1'-0" A404 1 112"=V-0" A404 1 t/2" Z O w 4" 1'-0 3/4" SHEEN METAL E CLOSURE ROD AND SEALANT METAL CLOSURES METAL CLOSURES EQ. EQ. 0 ROD AND SEALANT 0 Z METAL FOR PANEL j NEOPRENE WASHER ,_____________ _____� Q E END SUPPORT I METAL FURRING j I I I I Z METAL FOR PANEL A i I A C END SUPPORT A i i i 1/4" 1>1 -� i I INSIDE CLOSURE I I I I I I INSECT SCREEN I � SHEET MET, _ SHEET METAL I I I I CLOSURE U I STAINLESS STEEL SEALANT j j SEALANT O W I I I ROD AND I I ROD AND I I FLASHING; ALIGN i I I I ' I WITH WINDOW MULLION BEYOND I I FLASHING, LAP , UNDER BUILDING FIBER i i Z I _ WRAP I I I :.: _ CEMENT I j U W 1/4^ I a LAP '� U U ---- ---- - I I i I SIDING I j � LI/2" BUILDING i J------------ -- ---- -- i I I PAPER i O m I I I ---- -- -- ----------- -- ----- I I PLYWOOD I I • W A --- A SHEATHING I I C �, Q I i I i i Q O = E • . I 1 U U �Xji I 1 I \ I I I I 1 I RIB SIDING - METAL PANEL / LAP SIDING 18 OUTSIDE CORNER ,� RIB SIDING - METAL PANEL ,6 METAL PANEL - HORIZ. JOINT- ,5 LAP SIDING - METAL PANEL 14 HORIZONTAL :INT ,3 LAP - DOUBLE SIDED A404 3"=l'-o" RIB SIDING-OUTSIDE CORNER A404 SCALE: 3" A404 3"=1'-0" DWG Name 8404 3"=1'-0^ DWG Name A404 3"=1'-0" METAL PANEL-LAP SIDING-HORIZONTAL JOINT-01 A404 SCALE: 3"=1'-0" FIBER CEMENT REVI ION DATE REASON FOR ISSUE LAP SIDING I I 2 6-24-13 ADDENDUM NO.2 BUILDING PAPER C ` q �` 4 `_ SHEAT INCxi -------- - -- ------ -- - I I PLYWOOD -- ---- I II I I _______ w 1/4" i SHEET METAL I I A FF SAM I - - - - - - - - - - - - - - CLOSURE I I I ROD AND I I i I I INSIDE CLOSURE I j > I I j 44 I i I SEALANT F_ j SHEET I I I a I I METAL NEOPRENE I I I CLOSURE CEMENT FIBER ii I TRIM �I j I I j I I i I STAINLESS STEEL SEALROD AND i EXTEND o I I I I I i FLASHING, LAP I INSULATION I j JJJ I I UNDER BUILDING r I AND FF SAM o i I i I A I i I WRAP; ALIGN WITH j i ._" I 6" MIN PAST w I C I I I I I I FLASHING AT STOREFRONT F I s l I I SHEET METAL I WINDOW BEYOND �i I I WINDOW EXTERIOR DETAILS z I CLOSURE I II I I l i FIBER CEMENT I I C I C I I I I i I NEOPRENE I I Nk 6" z I I TRIM I I I WASHER j I .. 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I I o i I i I i I I t t/2" STOREFRONT i I I I I I WINDOW NI I A SYSTEM METAL PANEL / LAP SIDING z 24 LAP - INSIDE CORNER 23 LAP - OUTSIDE CORNER 22 MTL PNL - INSIDE CORNER 21 MTL PNL - OUTSIDE CORNER 20 HORIZONTAL :INT 19 SF - DBL SIDED LAP A404 3"-l'-0" DWG Name DWG Name METAL PANEL-LAP SIDING-HORIZONTALJOINT02 DATE REVISION z A404 SCALE3"=7'-0° A404 SCALE: 3" A404 3"=1'-0" A404 3"=1 -0" A404 SCALE: 3"=l'-0" 3-01-20130 x z PROJECT NUMBER SHEETNUMBER Q 211280 03-01 -13 PERMIT SET SCALE 111 4' • 04 D 123 1 ITi SEALANT MAS JSAN STORAGE L2 123 j I C1 FIBER CEMENT TRIM SHEET METAL FLASHING a R R I SEALED GASKET D, OREGON EXTERIOR ROOF SEISMIC 1949 COVER I FLAT SEAM PREFNISHED OF EXTERIOR WALL METAL COPING WAGE SLOPE 3/8' FIBER I I SEISMIC JOINT COVER HEMMEDEDGE PER FOOT CEMENT Cl I .. 71NK 03 LINK PT NAILER --------- TRIM i i . 103 SEALED HT SAM TM GASKET INTERIOR j SEALED GASKET WALL SEISMIC JOINT COVER I I I (2) LAYERS 2" MINERAL i I I WOOL ADDITIONAL (3) LAYERS OF INTERIOR ------------------- (3) LAYERS 2" MINERAL 2' MINERAL Z SHEET WOOL WALL SEISMIC WOOL zi EXTERIOR JOINT COVER ADDITIONAL SHEET REINFORCED TPO co OFEPDM MEMBRANE WALL SEISMIC ALIGN JOINT COVER ALIGN 4SHEET METAL FASTENER AND METAL FLASHING FASTENING PLATE 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 FLASHING K K SEALANT MIN 1 1/2" HOT AIR i T 503-245-7100 WELD � 6" SEALANT 117 SOUTH MAIN STREET,SUITE 400 3 I SEATTLE,WA 98104 T 206-576-1600 EXISTING EXISTING BRICK WALL ......... 7. BRICK ©ANKROM MOISAN ARCHITECTS, INC. WALL T T I I SPRAY FOAM INSIDE DRILL HOLES TO INSTALL EXISTING EXISTING SPRAY FOAM INSULATION WALL CAVITY BRICK WALL S'-0" 70 GRID A 1 '0 DEMO 10'0"DEMO O. M.O. TO GRID B SPRAY FOAM INSULATION IN PROTECT EXISTING CAVITY EXISTING PROTECT / : I I a, DUCTWORK EXISTING PROTECT FIRE SAFING DUCTWORK EXISTING DUCTWORK 5 SEISMIC T COVER - PLAN - 01 4 SEISMIC T COVER - PLAN - 02 3 SEISMIC T COVER - PLAN - 03 OMIT WALLTYPERAND T A4.05 A4.05 A4.05 FIRE SAFING AT SIM SCALE: 3"=1'-0" SCALE: 3"_,'-0" SCALE: 3"=1'-0" Ll R LID IN AN CLOSE POSITION MOTORS EURO 1 BY DAZON 2 SEISMIC T COVER - SECTION - 01 2NO. PER SIDE A4.05 SCALE: 3"=1'-0" fINSULATED ALUMINUM LID LID IN AN OPEN POSITION EXISTING BRICK fHINGED FRAME ALUMINUM WALL HINGES STAINLESS STEEL 6" INSULATED ALUMINUM FLAT SEAM PREFNISHED METAL LINTEL ANGLE PE UPSTAND STRUCTURAL L J FRAME COVER PER — --- COPING WITH HEMMED EDGE MANUFACTURER ---- PT NAILER DRAWINGS 1/4" PROTECTION BOARD HT SAM REINFORCED TPO MEMBRANE I T Z FASTENER AND FASTENING PLATE MIN 1 1/2" HOT AIR WELD 184'-2 3/4" _ ,A 1 < - DEMO OPENING i \ VENT I I z_ Z J L / EXISTING O STRUCTURE Lu CLEAR OPENING Q FRAME CURB PER MR GYP BOARD D MANUFACTURER ° ABOVE ROOFING Q SMOKE VENTILATION HATCH 10 1 REINFORCED TPO A4.05 MEMBRANE , ,/2"=1'-0" v FASTENER AND FASTENING PLATE MIN 1 1/2" HOT AIR WELD II LOCKABLE HARDWARE ❑ x 0 0 0 0 0 /1 = INSULATED DOOR ASSEMBLY 3 V PER MANUFACTURER O W RUBBER GASKET . CEILING PER _ ~ \ CEILING PLAN U z HINGE PER MANUFACTURER LL FRAME COVER PER ♦ \� J v MANUFACTURER \� GYP BOARD SOFFIT — — — — — — — — — 1/4" PROTECTION BOARD ♦\�\ K Z m REINFORCED TPO MEMBRANE �\ ° o FASTENER AND FASTENING PLATE \ \�\ INTERIOR _ Lu Z ` ♦ CEILING SEISMIC (" � ° MIN 1 1/2" HOT AIR WELD ♦\ O = JOINT COVER ^ Q U U a Q K CLEAR OPENING 15 ROOF HATCH FRAME CURB PER �\ MANUFACTURER A4.05 11/2, =1.-0„ FIRE WALL PARAPET i 14 ,--------------------------- A4.05 SCALE: 3"-V-0,. 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STAINLESS STEEL I FLASHING, LAP ---------------- (D M N O M SAN 29'-0" 7'-6" 15'-0" C'J a OREGON 1(y 4A - - - - - - - - - - - - - - 1 GENERAL NOTES KEYED NOTES O LEGEND ���� 1949 1�� QJ VFY 1. STAGE BUILD-OUT IS ALTERNATE, O` M SEE PROJECT MANUAL 1 : DRINKING FOUNTAIN 2 PLATFORM LIFT 2 HOUR FIRE WALL : 3 : WALK-IN REFRIGERATOR/FREEZER - - 2 4A: F.E.C. . . . . . - 1 HOUR FIRE BARRIER / _ _ __ _ i� 5A: STAGE TRNST. i R jl,I IF TM O N V \ O [I n FRONT CURTAIN Q WALL TYPE, SEE: 5B: 5C: SIDE CURTAIN / R SD: BACK CURTAIN tL KITCHEN O I X STAGE CURTAIN ENTRANCE Z 113 L1 6720 SW MACADAM AVENUE,SUITE 100 Lou PORTLAND,OR 97219 T 503-245-7100 / \- - KITCHEN N 117SOUH MAIN 113B 113D I SEATF ETWA 98104REET,SUITE 400 M3 / 1'-10" 6'-10" 7'-6" 2'-9" Lot T 206-576-1600 / I ©ANKROM MOISAN ARCHITECTS, INC. LL M1 n N o U I i COMMUNITY Ln u LI TRY tr _ 113E N KITCHEN � ; Ln DRY I I 113A STOR. M7 � 113E M7 M N 3 E F G RY / � I I i � C 3 u i i \\ I 22'-6" 30•-0„ u \ RG�STROOM/ r \ i I L -- B ---N M3 I L C E S -ate ' _ . 5C o CORR. �u a 105 I I I I i 3 r-6 " — o I I I 1 161? 5_6" 0 O I I I o I I - -- --- - - - - - - --- - I _6 %;7 6 r_0 rr r_6 6 r-0 rr r_6 " ...31-3 " r 3 r_3 rr Irr I „\6f I 5B 5D I I 5A o I ° 0 U-1 O — I — — — I — N I 6 � kD I I I o 72, Q 7 u ? O Lu Lu W 5C r M I I U U — I I I �i Iml 8 '-6 rr _ w Q 0 = a —vNi cn Ui 5'-8^ x w w w w N N N N N I I I X X X X X L � W�AwAxA_ wrnx mNN II I iI i II O DN. 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L30"W 5-0" 118 MI . - - --- - K A �\ i x - P A c 6720 SW MACADAM AVENUE,SUITE 100 AHU-1 AHU-2 Z i O i Z O C7 5'-0" DIA. L.__ __ _J L_ ____� 5'-0" DIA. U O PORTLAND,OR 97219 D 4 B F.. ¢ �� i 2'-0" I t12 ' " � i < F.D. p 3 B T 503-245-7100 — — iLIIGN ' 2 ALIGNCY � 117 SOUTH MAIN STREET,SUITE 400 CC SEATTLE,WA 98104 T 206-576-1600 _______J5'-0" +l-3 4" 3'-0" 3'-0" 3'-3"j n L7 `\ j3'-3" 0" 3'-0" 3'-0" 3'-0" 3'-0" ©ANKROM MOISAN ARCHITECTS,INC. MIN.CLR. O 1' v C> JAN — — — T a' L1 i5'-0' DIA. iL7 ~ 10"X8" i C9 II i I I 2'-9" 6'-6" 15'-4" 81_2" 6'0" 8'-2" 16'_10" q CORR. B Ir CORR. LOBBY I I I CORR. 101A ( LANpING 1016 100 2 101 DN SLOPE @ 1:20 A6.00 DN SLOPE 1:20 M2 6OW0. 3 C 3 _o" - - - 5 oO L- ---------------------------- CD ---------------------1226 � 122A CORRIDOR - 3 01 102 NURSERY/MEETING 22 D A GENERAL NOTES I 6,00 M2 � i j 2 1. NURSERY/MEETING AND RESTROOM BUILD-OUT IS ALTERNATE, A D A6 B SEE PROJECT MANUAL C I � ; I I 10'-30 51-0" 5�0" i i O { C7 c1 Lu CLOSET V 102A - 0 ollosimmimmim � T1 LINK\`\\\ 103 STORAGE STORAGE ' i 1 123 123A T_SEE i - c U SEE Q EAVES ABOVE SEE 9 O Lu - -- -- -I -- - - - - - -- - -- -- ! -- - -- - - - KEYED NOTES OU - - - -- - - -- - - -- - -- - - - --- - - -- - -- - 1: BABY CHANGING STATION ,� U 2 :PT DISPENSER U 3: HANDRAIL-ONE SIDE ONLY (NOT REQUIRED BY CODE) J --- _ 12 ___________ ______________ 5: FRAME FOR FUTURE INTERIOR WINDOW. O z m Lu EXISTING • ~ N CHURCH SEE 204 Q 0 A B un " oa N ENLARGED PLANS - CORRIDOR RESTROOMS NURSERY A5.02 1/4°-r-o" REVI ION DATE REASON FOR ISSUE 2 6-24-13 ADDENDUM NO.2 i LEGEND 2 HOUR FIRE WALL x 1 HOUR FIRE BARRIER V n J O WALL TYPE, SEE: LL V O i Q V D COMMUNITY CENTER Z ENLARGED FIRST FLOOR PLAN O V O x N l7 i ~ Z iDATE REVISION z 3-01-2013 O ` z PROJECT NUMBER SHEET NUMBER Q 211280 03-01 -13 PERMIT SET 5�i81 _ 11-o" A5 . 02 ED ARA� -�- - - - --.� - ---- - ----- -- -- - - / T M SAN -- --- - -------- -- -- - �•� } - - t- - ----- - t- --- --- � i-- - --- - - - --- - --- PO N - f-- -- -f - -- ---- ----- - I 1949 OF O��CS I I I I I I I I I I L_ _ ,AftTm Rkr= ml n P-4 ACCENT BAND SHOWN HATCHED 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 2 SEATTLE,WA 98104 Li T 206-576-1600 ©ANKROM MOISAN ARCHITECTS,INC. 4.COL. 2 CONTROLJT. COL I.COL. I CONTROLJT. 2 COL. A 3'_9" 18'-9" 30'-0" 18'-9" 0 iO ALIGN P-4 ACCENT BAND SHOWN HATCHED OPEN OPEN C? O o TO TO WD-1 TRIM � \ KITCHEN KITCHEN FEC 4 r N _J COL. 2 CONTROLJT. 2 181-91, 2 COL. /2\JT, 2 CONTROL IT. COL. 18--9" 2 CONTROLJT. COL. J 7'-6" 28'_9" 25-0" 28'_9" 7'-6" z C7 W - - -- --- - -71 --\-- - - \ / \ / ♦ /'L --- - -- — - - ---- -I/ -- -- -- - ----- - ---- - - -- ---- ----- - -- ----- — - - \ - - - - — -- -- -- - - - — —f ---- / \ —f— - ----" --f- ---- I I I I I I /l u I I O LuLu u Lu J Q p ? m P-4 ACCENT BAND SHOWN HATCHED _ uj N F- Q v ] Q b � COL 2 CONTROLJT. COL. COL. CONTROLJT. 2COL. - 3'-9" 1. 31 18'-9" REVI ION DATE REASON FOR ISSUE 2 5-XX-13 ADDENDUM NO. 2 x a s w Q u C) VFY. 3-1 T-9" (s)PNLS. @ 3'-9" (6)PNLS. @ 3'-9" 3'-9" 3'1 VFY. VFY. VFY. V VFfl 0 WP-1 HOWN HATCHED FOR CLARITY COMMUNITY CENTER w 2 INTERIOR ELEVATIONS 0 V o 0 O FEC Zn R o a Q) ~ COLJ . CONTROL JT. 18_g COL. 11'-3" CONTROL JT. CONTROL JT. 11'_3" COL. 181-9�1 rNTROL JT. COL. ? 2 2 2 2 DATE REVISION o7'-6" 30'-0" 22'-6" 30'-0" 7'-6" 3-01-2013 Z 1 COMMUNITY CENTER PROJECT NUMBER SHEETNUMBER A6.01 1/8"=1'-0" 211280 03-01 -13 PERMIT SET SCALEA6 . 01 1/411 -_ 11-011 2 CONTROL jF. 2 CONTROL JT. 2 CONTROL JT. �� M C 19'49 OF b a I00 q I I FEC o TM A fAfA AClkrom Moisa 1 2 CONTROLJT. 2 CONTROLJT. 2 CONTROLJT. 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 \/ 0 117 SOUTH MAIN STREET,SUITE 400 9) 20 60 � SEATTLE,WA 98104 O FN e e T 206-576-1600 ©ANKROM MOISAN ARCHITECTS, INC. i C CORRIDOR 101 & 102 2 NOT USED A6.02 1/8^=11-0^ Z O 0 Lu O `------.-i -\-----x77- � ---- \. V IG T SCREEN OR,AP P ROX 30.5"H - N.LC. EQ EQPROVIDE BACKING _ Ilk L u O w j = Z u Lu / I/1 / \\ 4 u u z 30 1 Ll.I� �Qt-- Ll O = u uaA 173 R CONTROLJT. DOOR '-9" 3'-9" lei P-4 ACCENT BAND SHOWN HATCHED REVI ION DATE REASON FOR ISSUE � -- 2 6-24-13 ADDENDUM NO.2 8 9 8 7.01 0 7 1 w �2 , >\ \\ 17 16 J I / na FEC DF ul U \: / C- WITH ALL 2 w (2) EQ SPACES (2) EQ SPACES CASEWORK DOORS 14 2 COMMUNITY CENTER z 1,-4„ SHOWN CLOSED 7.01 u s LOBBY 9'-43/4" INTERIOR ELEVATIONS z A6.02 1/8^=11-0^ PLEASE NOTE:ALL CASEWORK IN LOBBYTO BE LOCKABLE O u 0 00 N N Q H Z } DATE REVISION z 3-01-2013 x z PROJECT NUMBER SHEETNUMBER Q 211280 03-01 -13 PERMIT SET SCALE1/411 _1/411 = 11-011 1 -0 IA6902 ARn CLOSURE PANEL FACE OF WALL (PROVIDE �~ O MOI CONT BACKING TOP& �, I BOTTOM) - LAMINATE LAMINATE a CLAD MDF CLAD MDF CABINET BODY- 3/4" MDF O� FASCIA AND FASCIA AND W/PL LAM @ FACE EDGES 4"TOP TRIM 2'-6" 4" TOP TRIM & ENDS. MELAMINE @ ALL N N NONEXPOSED SURFACES o e e o 10112- CONT LEDGER ATTACHED y1 TM o e TO FACE OF WALL 9 2 2 0 ° o e o ° ° Z ° FACE OF WALL O ° ° ° (PROVIDE ° CONT w uwJ ° ° 1/4" MDF BACK Ankrom - FACE OF BACKING TOP ° ° PROVIDE WAUL- IN ° & BOTTOM) N C ° e ADJ SHELVES-3/4" MDF W/ CONT ° ADJ SHELVES-3/4" ° e MELAMINE ALL SIDES - BACKING BLACK MELAMINE j PROVIDE 4 MTL SUPPORT TOP& W/MATCHING ° ° BOTTOM EDGE BANDING , , CLIPS PER SHELF & 6720 SW MACADAM AVENUE,SUITE 100 ° PROVIDE 4 MTL MOUNTING HOLES @ 1" OC 2'-6" SUPPORT CLIPS ° IN END PANELS PORTLAND,OR 97219 T 503-245-7100 ° PER SHELF & ° ° 4" W RAIL @ TOP& MO TING 117 SOUTH MAIN STREET,SUITE 400 CABINET BODY- HOLES @ 1" O IN BOTTOM OF CABINET SEATTLE,WA 98104 3/4" BLACK ° ° END PANELS — — T 206-576-1600 MELAMINE W/ MELAMINE BOTTOM SHELF MATCHING F --- -- --------------------- 1/4" BLACK --- ©ANK MOISAN EDGE BANDING i a LINE OF i ° MELAMINE AT EXPOSED ° COUNTERTOP BACK UNDER-CABINET LIGHT EDGES I ° MICROWAVE, ° (WHERE NOTED) I I ° PLACED ON I ° ° ADJUSTABLE SHELF I WIRE 5 U PPE R CAB I N ET W/O DOO RS PULLS I ° I ° TYP 7.01 1 1/2" - V-0" P-UPPER-NO-D WIRE I ° I ° PULLS TYP i i PROVIDE FACE OF WALL (PROVIDE CONT. POWER 4" PLASTIC LAMINATE 2'-1" BACKING @ TOP AND BOTTOM) I I 2'-1" 25" o ^ o � I ° OUTLET AT 1'-5" BACKSPLASH 19" CONT 6" W I I BACKSPLASH RETURNS PER 4" BACKSPLASH BACK OF MAX. MAX. BACKING i i CABINET ELEVATIONS RAIL PLASTIC LAMINATE TOP ° I ° I FOR 1 1/2" SELF EDGE AND 3 BACKSPLASH -3/4" MDF W/PL MICROWAVE 1/2" FASCIA RAIL LAM @FACE & ALL EXPOSED P-LAM W/1 1/2" AT +38" AFF SOAP DISPENSER IN TOP EDGES SELF EDGE C -------------------------T-� ° cnr NOTED DOORS-3/4" —_ - - -_- -_ _� BLACK MDF W/ 2 , N o CABINET BODY-3/4" MDF W/PL PL LAM @ FACE LAM @COUNTERTOP, END & EDGES BLACK PNLS, FACE & EDGES MELAMINE MELAMINE @ e ° @ ALL OTHER EXPOSED BACK PLASTIC o i'-101/2" e SURFACES Z 0 0 \ v LAMINATE ° o CLAD ACE / SINK 4" W RAIL @ TOP& BOTTOM OF I I 0 VERTICAL / o o CABINET ^� � ° PANEL C 0 0 / CONCEALED P LAM FACE WITH N ° \— p 1/4" MELAMINE BACK ° O ACCESS PANELS ADJ SHELVES-3/4" MDF W/ Z ° CABINET w0 MELAMINE ALL SIDES PROVIDE 4 INSULATE 1/4" BLACK ° ° _ o MTL SUPPORT CLIPS PER SHELF c MELAMINE ° ° BODY-3/4" n a o ° BACK ° N O &MOUNTING HOLES @ 1" OC SUPPLY &WASTE N ^ BLACK / N ti LINES N , , 1N END PANELS ° o MELAMINE W/o 4" W RAIL @ a o EDGE MATCHING ¢ ° BASE PER FIN SCHED o TOP & BOTTOM BANDING ° ° OF CABINET ° MELAMINE BOTTOM SHELF (1) CONT 4"W O IAGONAL BRACING BASE RAILS ETWEEN SINKS W/ _ (2) CONT 4"W BASE RAILS W/ STRETCHERS r STRETCHERS @ 24" OC @ 24" OC 6" 7 1/2" MAX. MIN 2 3" FINISH FLOOR-SHIM CAB AS 2 NECESSARY TO LEVEL TALL STORAGE CABINET 9 SHELVING CABINET ,o A. D.A. SINK W/SKIRT „ LOWER CABINET W/ NO DOOR ,2 SECTION @a LAVATORY z A7.01 1 1/2" = 1'-0" P-WARDROBELOBBY A7.01 1 1/2" - V-0" P-FULL-SHELV 7.01 1 1/2" - V-0" P-LAV-PLAM A7.01 1 1/2"=1'-0" P-LOWER-NOD 87.01 1 1/2" = 1'-0" P-LAV-PLAM-2 Q 0 FACE OF WALL(PROVIDE CONT QL FACE OF WALL (PROVIDE 2'-1" 0 CABINET BODY 2'-0" BACKING TOP& BOTTOM) 2�-1° CONT BACKING TOP& FACE OF WALL (PROVIDE CONT. Q -3/4" MDF W/ 17" MAX TO CONTROLL BACKING @ TOP & BOTTOM) BACKSPLASH RETURNS PER BACKSPLASH RETURNS BOTTOM) -- 0 PL LAME PLASTIC LAMINATE TOP COUNTERTOP, ELEVATIONS BACKSPLASH -3/4" MDF W/ PER ELEVATIONS BACKSPLASH RETURNS PER WITH SELF EDGE 2'_p^ END PNLS, P-LAM @ FACE&ALL EXPOSED ELEVATIONS A.D.A. FAUCET V-10 1/2" Q IlkBACKSPLASH -3/4" MDF @ FACE EDGES V-6" EDGES N PLASTIC LAMINATE U MELAMINE @ `y FACE & W/P. LAM ALL v I � BACKSPLASH - 3/4" MDF W/ PARTITION EDGE CABINET BODY-3/4" MDF W/ EXPOSED EDGES P-LAM @FACE & ALL EXPOSED ALL OTHER \ PLASTIC LAMINATE TOP MOM M NONEXPOSED P-LAM @COUNTERTOP, END EDGES N PANELS FACE, EDGES OPEN/ OF DOOR &ALL EDGES SURFACES CABINET BODY- 314" MDF DRAWER SLIDES PER MELAMINE @ ALL OTHER NON CABINET BODY-3/4" MDF W/ O SPECS EXPOSED SURFACES EN P. LAM @COUNTERTOP, N / \ MAGNETIC LATCHES. CLEAR INSIDE _ � � END PNLS, FACE & EDGES P-LAM @COUNTERTOP, END — —— —— — — — — PNLS, FACE EDGES &AT ALL N DRAWER SLIDES MELAMINE@ALL OTHER - -- -- ---- -- - U OTHER EXPOSED SURFACES — — — —— —— —-- — —— — 4" WRAIL@TOP& BOTTOM OF NONEXPOSEDSURFACES - -- ------ ---.- -I { -- - - ---- --- -t� ° ° ° ° CABINET — PER SPECS — ° Z — — — ——— 4" W RAIL @ TOP& 4" W RAIL @ TOP& BOTTOM OF ECYCLE rx CONCE LED HINGES. �� 0 L,J 1 1/2" W SUPPORT O BOTTOM OF CABINET12 � ie CABINET i l ` ( _ DOORS- e RAILS ON 4 SIDES DRAWER- 3!4" MDF FRONT, 1/2" ¢ I I ( J I ( j U z SIDES & BACK, 1/4" BOTTOM W/ 8"MIN 61/2" DEEP A.D.A. SINK -- - - -- - t `-- - ---- ---- -- LL 3/4" MDF w PLASTI LAMINATE FACE 28 GAL. RUBBERMAID SQ BRUTE •� U 1/4" MEL. BACK o P-LAM @ FACE & EDGES, v = DRAWER- 3/4"MDFW/PL LAM n MELAMINE @ DRAWER INT Y `N FRONT, 112" SIDES & BACWRAP SUPPLY & DRAIN PIPES I I I Q AND FINISHED ENDS 22 1/2"H. x 21 1/2"W. x 21 1/2"D. UWIRE PULLS TYP @ FACE, u WIRE PULLS TYP o m 1/4" BOTTOM W/PLAM W/INSULATION I M JEDGES � ° O N FACE & EDGES MELAMIN ( N } SQUARE CONTAINER / z`DOORS-3/4" MDF W/P-LAM @ @ DRAWER INT(WIRE D ANDBACK j ° ¢ ALLOWABLE EQUIP.AREA 'ADJ SHELVES- N FACE, EDGES AND BACK U QW3/4" MDF W/ ° — — ——— —— —— — — PULLS TYP) Z Z DOORS-3/4" MDF W/P-LAM @ i \ I I I1/4" M AMINE BACK.MELAMINE ALL , w^ zi FACE, EDGES & BACK- 176° ' �, Q Q = SIDES PROVIDE e ADJ SHELVES-3/4" MDF W/ N ry OPENING HINGES WITH4 MTL BASE PER FIN SCHEDULEL7 MELAMINE ALL SIDES PROVIDE 4 Z; ATTACHED TOE KICK 3/4" M LAMINE BOTTOM SHELF. U U SUPPORT CLIPS eaMTL SUPPORT CLIPS PER SHELF o ° PER SHELF & & MOUNTING HOLES @ 1" OC ? BASE PER FIN SCHED I PL LAM @BOTTOM SHELF MELAMINE BOTTOM SHELF N 7/4" MDF BACK 6" MAX MOUNTING IN END PANELS � - - --- - - -- - _ V �— �---�--�---! HOLES @ 1" u NOTE: 4" WIRE PULLS,TYP 1'_10 112" BASE PER SCHEDULE OC IN END 2 0 PANELS (2) CONT 4"W BASE RAILS W/ (2) CONT 4"W BASE RAILS 3" v * I, 1 11 ° STRETCHERS @ 24" OC d W/STRETCHERS @ 24" OC LOCKING VINYL 3" FINISH FLOOR-SHIM CAB AS 3" FINISHfLOOR-SHIM CAB 2 0^ WHEELS NECESSARY TO LEVEL AS NECESSARY TO LEVEL 17"MIN ELEVATION SECTION 13 ISLAND LOWER CAB W/D& D 14 LOWER CAB W/DOOR & DR. ,5 LOWER CABINET W/DRAWERSr,6"\ A. D.A. SINK CABINET ,7 RECYCLE CABINET WITH FRONT OPENING DROP \7.01 1 1/2" = V-O" P-LOWER-ISLAND-CAB Vol 1 112' =1'-0" TI LOWER CAB DOOR AND DR 7 01 1 1/2"=1'_0" P-LOWER-3DR 0, 1 112"=1'_0" ADA Sink Cab 0, 1 1/2"=1'-0" P-RECYCLE-FRONT DROP-36H-W-TOEKICK-24 REVI ION DATE REASON FOR ISSUE 2 6-24-13 ADDENDUM NO.2 SEALED w CARPET EXISTING FLOORING CARPET SEALED CONCRETE SHEET VINYL CONCRETE SHEET VINYU CARPET QUARRY TILE CONCRETE FLOOR CONCRETE FLOOR TILE INSET w LINOLEUM s RUBBER COVE BASE(WHERE LL APPLICABLE) RECESSED CONCRETE- RECESSED CONCRETE- DVCT REFER TO SLAB PLAN REFER TO SLAB PLAN 00 RUBBER COVE BASE FOR DEPTH OF RECESS FOR DEPTH OF RECESS EXISTING CARPET CARPET (WHERE APPLICABLE) ADHESIVE FLOOR TILE IN MORTOR BED FLOOR TILE u RUNNER o ADHESIVE ADHESIVE SHEET VINYL CARPET AND PAD CONCRETE FLOOR CONCRETE FLOOR F EXISTING CONCRETE CONCRETE FLOOR ADHESIVE CONCRETE SLAB METAL TRANSITION METAL TRANSITION INTERIOR DETAILS w FLOOR TRANSITION STRIP STRIP STRIP RT-1 RUBBER RUBBER TRANSITIO CONCRETE SLAB TOP OF TILE TO BE TOP OF TILE TO BE Z TRANSITION STRIP STRIP TRANSITION STRIP AJOINI GFLUSH ITH CO O RE CONCREOF FLUSH TTH TOP E FLOOR F 0 FLOOR u 0 o IST G F 00 YS / / d d d d 4 DATE REVISION O 19 CARPET TO CONCRETE FLR 20 CARPET TO CONCRETE FLOORIN 21 SHEET VINYL TO CONCRETE 22 GLUE DOWN VCT TO CARPET r2"3*N FLOOR TRANSITION 24 FLOOR TRANSITION 3-01-2013 PRO ECT NUMBER SHEET NUMBER Z 7 6"=1'-0" FLR-M-CONC 7.01 6"=1'-0" FLR-CPT-CONC 7.01 (3"=1'-0" FLR.CPTCONC 7.01 6"=1'-0" FLR-CPT-VR 7.Q, 6" = 1r_O" FLR-T-CONC J 7.01 6" - V-0' 6-FLR-WALK-OFF-CONC 211280 N 03-01 -13 PERMIT SET SCALE „ - L L, ,�7 , 1 1 /8 — 1 —0 STRUCTURE NOTE: NO. '2 G=AGE SUPPORT WIRE 11A{7 EI\TUBE_ HANGING \�VIKF .AT 8 AT 45 FACT I WAY, 4 HANGER WIRE ~ M01 9B OPNOSHE CORNERS SECURED TO O 1. EXPANSION ANCHORS MUS COMPLY WITH ICC-ES ACCEPTANCE CRITERIA "AC79.3". so 6 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA "AC308". TWO (21 MAIN STRUCTURE 1 THREE C1i FULL TURNS 8"MAX 4 3. POWER ACTUATED FASTENERS !PAF) RUNNER LIGHT WITHIN THREE (.31 INCH 9A t 1 COMPRESSION STRUT e � 7 a. MUST HAVE CURRENT ICC-ES REPORT CLIPS AT OPPOSITE MAXIMUM 1940 3 P o b. CANNOT BE USED IN TENSION CORNERS 13 2 c. REDUNDANCY REQUIRED. MINIMUM 3 PAFs INSTALLED IN ANY APPLICATION. C OPO MINIMUM SPACING SHALL BE PER PAF LISTING ph 1r 2 12 d. INTERIOR WALLS: COMPRESSION POST AT MAIN RUNNER 6' MAX. LATERAL BRACE AT 12' O.C. MAX INCREASE FACTOR OF SAFETY TO 2:1 (50% OF THE LISTED VALUE) 12 FEET O.C. EACH WAY. e. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED O GRID SYSTEMS REQUIREMENTS: f. THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE O ADOPTION OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE FASCIA MOLDING - GRID SYSTEM RATING: HEAVY DUTY. 4. STATEWIDE ALTERNATE METHOD: o TM SCREW ANCHORS. IN THE ABSENCE OF AN APPROVED ICC-ES REPORT UNDER THE o OR SIMILAR, COLOR - DESIGN REQUIREMENTS: CEILING MUST BE DESIGNED PER STATE OF OREGON 2007 TO MATCH GRID NEW ICC ACCEPTANCE CRITERIA, SCREW ANCHORS MAY BE USED SUBJECT TO THE STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F, ASCE 7-02 OR-05, FOLLOWING: CISCA RECOMMENDATION FOR SEISMIC ZONES 3&4. a. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED INSTALLATION: b. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING CODE OR 2000 INTERNATIONAL BUILDING CODE; DESIGN SHALL BE BASED HANGER WIRE AT 45° CROSS RUNNER, 1 MAIN RUNNERS: 4 FEET O.C., SUPPORTED WITH NO. 12 GA.WIRES AT 4 FEET O.C. (OR ON 50% OF THE VALUE LISTED FOUR WAYS 2 O NO. 10 GA. WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO O MAIN RUNNER, 1 } _ L "``` I' 'I' "I`!`' c. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER O SUPPORT NOT LESS THAN 200 POUNDS. THE NEW ICC ACCEPTANCE CRITERIA PER THE 2009 INTERNATIONAL BUILDING SAFETY WIRE ATTACHED TO MAIN RUNNER POP RIVET TO GRID, OP RIVET TO CODE, DESIGN SHALL BE BASED ON 80% OF VALUE STATED IN THE REPORT. A 4 O2 CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING CEILING GRID FIXTURE HOUSING, MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS COLOR TO MATCH GRID, COLOR TO DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION HAVING WRAPPED AROUND FIXTURE EMT CONDUIT I MATCH AUTHORITY HANGING WIRE MIN. FOUR 6720 SW MACADAM AVENUE,SUITE 100 d. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED TIMES. SECURE AT DIAGONAL 1/2" EMT CONDUIT UP TO 5'-10" ACOUSTICAL CEILING TILE 30 HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. e. THIS ALTERNATE METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLAN 3/4" EMT CONDUIT UP TO 7'-8" PORTLAND, OR 97219 CORNERS NOT CONTAINING CROSS RUNNER T 503-245-7100 40 GRID LATERAL FORCE BRACING: BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 REVIEW PRIOR TO MAY 1, 2009. MAIN RUNNER LIGHT CLIPS. TYPICAL BRACING CONNECTION 1" EMT CONDUIT UP TO 9'-9" INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR (4)-NO. 12 GA. WIRES SECURED TO METAL STUD NOTE: REQUIRED BETWEEN EACH 2,500 SF CEILING AREA OR PROVIDE 117 SOUTH MAIN STREET,SUITE 400 WALL THROUGH CEILING GRID. MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE NOTE: SEATTLE,WA 98104 NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. (B.) BRACE AT 12 FEET O.C. EACH REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES SINGLE 1 BA METAL STUD L S GAUGE) UP TO 12' WAY. WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. BACK TO BACK 1 5/8" METAL STUD (20 GAUGE) UP TO 15' IF A SEISMIC SEPARATION IS REQUIRED, AN APPROVED PROPRIETARY T 206-576-1600 SINGLE 2 1/2" METAL STUD (20 GAUGE) UP TO 13'-6" JOINT MAY BE USED, OR THE GENERIC JOINT DETAILED HERE. THE 50 COMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION. STRUT TO BE BACK TO BACK 2 1/2"METAL STUD (25 GAUGE) UP TO 15' AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 3/4 INCH. ©ANKROM MOISAN ARCHITECTS, INC. ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, RECESS MOUNTED SPACED I2FEET TE CENTER IN BOTH DIRECTIONS. STRUT TO BE COMPATIBLE WITH 3 GENERAL NOTES 4 LIGHT FIXTURE SUPPORT 5 GRID LATERAL FORCE BRACING 6 GRID SEISMIC OINT SUSPENSION SYSTEM. 6O SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. 7.02 11/2"=1'-0" TI_18CGENERAL NOTES 02 N.T.S. TIRECESS MOUNTED LT FIX SUPPORT A702 11/2"=1'-0" TI_GRID LAT BRACING A702 9j"=1'_p" Tt CLG SEISMIC JOINT 70 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE UN-ATTACHED AT WALL6 11 5 OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE TO STRUCTURE OR MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. SEISMIC JOINT 7.0 7.0 OR 7.0 80 EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS TYPICAL GRID MINIMUM. 90 LIGHT FIXTURE SUPPORT: DETAIL 13 POP-RIVET OSURE ANGLE, SPREADER BAR A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS 8" MAX. 12 WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE FASTEN IN CLOSURE ANGLE,@ COMMON WIRES. O TO STUDS B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS. REQUIRE (2)-NO. 12 GA. SLACK WIRES �o PERIMETER HANGER FROM FIXTURE HOUSING TO STRUCTURE ABOVE. o < ` p WIRE,O3 C. LIGHT FIXTURES IN EXCESS OF 56 LBS. TO BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE, WIRES MUST BE TAUT. U 2,500 ' < �4 MAIN RUNNER, 10 D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM. ATTACHMENT DEVICE k MAX. pce TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. Q = 0 2" ` .Q O10 INTERIOR PARTITION WALLS EXTENDING TO GRID, THAT DO NOT ALIGN WITH 4-WAY I < 8 0. , 8" MAX. < Z)BRACING OF GRID,MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 6. 1 Z REQUIREMENTS: C , (NO ATTACHMENT) F p -GRID SYSTEM RATING : HEAVY DUTY •D• FASTENER 11 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT.OR PROVIDE FULL ,C TO STUDS ` . PERIMUER HANGER HEIGHT PARTITION. DETAIL 4 OR DETAIL 14. 1 -CLOSURE ANGLE: 2 INCHES a WIRE, 3 1 IN. 'o. 12 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, 10 -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT (2) SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT SIDES TO BE 7.0 I 11 6 WALLS WITH POP RIVETS ` MAIN RUNNER, 10 UNATTACHED PER DETAIL 15. L_ _ _ _ 7.0 7.0 2" %4 OR -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO O d� 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH MAIN RUNNER AT PERIMETER AT UNATTACHED WALLS OVERSIZED ESCUTCHEON OR ADAPTER TO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL5 . HORIZONTAL DIRECTIONS, OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS 7'0 -SPREADER BARS: PREVENT SPREAD OF MAIN RUNNERS AND ` %4 WITH FLEXIBLE HEAD CONNECTION. i CROSS RUNNERS AT UNATTACHED CONDITIONS PARTITION TYPE TO UNDERSIDE _LATERAL BRACING ATTACHED OF GRID DOES 47.0 NOT EFFECT PERIMETER SUPPORT HANGER WIRE 2,500 SF TYPICAL SUSPENDED MAX AREA TYPICAL 2 " WALL ANGLE TYPICAL 2 " WALL ANGLE SUSPENDED CEILING NOTES 9 CEILING SYSTEM PLAN ,o ATTACHED UNATTACHED 7.02 N.T.S. TI_SUSPENDED CEILING NOTES O2 N.T.S. TI_TYPICAL SUSPENDED CLG SYS PLAN A7 O1 3"-1'-0" TI TYPWALLANGLE ATTACHED UNATTACHED 7 02 3"-1'-0" TI_TYP WALL ANGLE ATTACHED_UNATTACHED Z O SOLID OAK TRIM LD OPAQUE BLACK PAINT ON FRONT HALF OF Lu LEXAN SHIELDSLABS EDGE TO ALIGN VI 0 CLEAR LEXAN COVER FASTENED TO DECK T CONCRETE FINISH FLOOR LED STRIP LIGHT TUBE LED STRIP MOUNTING CLIP. ALLOW 1/8" GAP Q EACH SIDE FOR AIR CIRCULATION 3/16" DRILLED HOLES 8" O.C. FULL ~ ROUT WOOD FLOOR FOR LENGTH OF LED FOR AIR CIRCULATION EXPANSION JOINT COVER 1/4"TEMPERED 2" 1 1/2" HARDBOARD. GLUE 4 1/4" & FACE SCREW. SEE FLOATING STAGE 2• 2 1/40 2 318"\%\314" L. NOTE BELOW. SUB FLOOR SEAMS EDGES RRED WALL PER SCHEDULE FLOOR PER DETAIL STAGGERED BY 16" EDGES /l = U 3/4" CDX xx BLACK"VENT COV " � U 17q. 15 Ib FELT RUBBER BASE 4" HIGH O = W d 3/4" CDX FLOATING STAGE = Z SHIMS OR PLYWOOD I " 4 BUILDUP AS REQUIRED FLOOR PER DETAIL i 4 J U V 1 `r 2 x 4 SLEEPER CONC. FIN. FLR. U 174.625' 4 316 AT 16" OC } 9Im�>,FP/) 3/8"MASON OR d ° v a174.917' I Z m EQUAL PADS ° i ° ° d Q CONCRETE SLAB ° a ° _ W 4 6 MIL VAPOR BARRIER ° • N ANCHOR EXPANSION JOINT PER d NOTES: 1 • ° a '° In /2 a "314' n QMANUFACTURES RECOMMENDATIONc 1. APPLY CONSTRUCTION ADHESIVE BETWEEN 1/4"TEMPERED 174.625' °0000 ° _ • U O 0- HARDBOARD HARDBOARD AND UPPER 3/4" LAYER BEFORE SCREWING ° a ° ° USE THIS DETAIL WHERE STAGE FLOOR ABUTS CONCRETE FLOOR. NOTE THAT DOWN ° DETAIL UTILIZES BALCO#1100 EXPANSION JOINT COVER AND IT IS FLUSH. °° a 2. FIREBLOCKING SHALL BE PROVIDED IN THE SUBFLOOR ° °° CASTINTO CONCRETE SLAB FRAMING 50 THAT NO OPEN SPACE EXCEEDS 100 SQUARE FEET. CONC. SLAB ° a STAGE FLOOR TO STAGE FLOOR AT WALL 75 CONCRETE TRANSITION ,6 STAGE EDGE LED LITE DETAIL , � STAGE FLOOR DETAIL ,$ W/ VENTED RUBBER BASE 7,02 3"=1'-0" STAGE FUR-CONCRETE 7.022 6"-T'-0" STAGE-EDGE-D 021 31.-V-0" STAGE FUR 7.02 3"-1'-0" STAGE-FLR-AT-WALL I I 4" TYP. DOOR OFFSET AT REVISION DATE REASON FOR ISSUE PERPENDICULAR WALL I I / 9 4 V) I I SWITCH WOMEN / . b GANG M E N 5 w LL I ti � I I I I \ w cc \ m � o INTERIOR DETAILS i i \ ce o 9 I Io z I I \ ` O J O1 SIGNAGE TO MEET I IcoCBC 11156.5 AND o 0 I I \ q' CBC 11178.5.1.2 ry I I MEN WOMEN i FIN. FLOOR 0 UNDERCUT DOOR AS REQUIRED TO OUTLETS a t� CLEAR FLOOR FINISH z23 STD. MOUTING HEIGHT 24 ADA RESTROOM SIGNAGE DATE REVISION Z 7,0'1 3/4"-1'-D" T STD MTG HEIGHT 7.0'1 3"=1'-0" ADA-RESTROOM-SIGNAGE 1 1 2oo/ F- PROJECT NUMBER SHEET NUMBER FZa- 211280 y 03-01 -13 PERMIT SET SALE it = 1L-0LL A7 . 02 U AR �� Moi a A B C D E F G H 1 O N K L M N O �p 1949 p q?� OF O��Cs I I I I I I I I I I I I I I TM 2 -M fAi D D_1 .1111112XAl k om Oisa ! ft I I I I 11 c D O = 1 L D -0' ° 6720 SW MACADAM AVENUE,SUITE 100 FF _0" N PORTLAND,OR 97219 FF T 503-245-7100 D D IT HE 117 SOUTH MAIN STREET,SUITE 400 20'-0" 25'-0" 15'-0" 32'-6" 22'-6" 22'-6" 7'-6" 113A PA TR SEATTLE,WA 98104 9 D-1 D-1 D-1 T 206-576-1600 D ©ANKROM MOISAN ARCHITECTS, INC. I I I STAIR :O' :^ ^;;•� E51ROOM .�'�E-.•... 0. I I I I IT H AUDITORIUM 11 1 �� H N MECH. 20A 120 :. X7, 0 :.. 1C 1F 1H 05 00 101 CORR. I MECH. 105 116 7." • 4-�• = . WOMEN . 11 STAGE OPE O �� ' .'E E OPEN TOGO 718•. 111STRU RESTRUCTURE �' H �'•' H H• gr_68'-6 © T FRONT GE STAGE A•FF6.:. JA � I I T OPEN OPEN TO / �p STRUCT E STRUCTURE -- �- H H H SA Al All 11 1 Al Atlj Al Al Al A- I 1A 1D 1G ~~ ..,� ..:. 17 -0 i L L L L L L ELOW m 1 1 1 1A FF I O O O O I I I q. 9' 1i N AF I 11' 0" 1 E H H 47 - RR - - - AF 2 - - - - - - T IR' 1� -- - -- -- B 3•: 2 -2 B-2 O O O O O OAFF H H LOBE Y H H g NUR ERY/ME STING - - F 11 H I i - - - - - - - - - I CORR. 104 H 0 _11 2H H i O 0 O I I STORAGE ® I 2N------ -I o O H 112 H H H F B-2 B-2It ' I OPEN TO ELEC. I 2 0 i STRUCTURE 117 PEN TO N H H 0 O O O I I �_ STRUCTURE L L L L L H H H H CLOSET T M M TY E K T N ERS E OF PPR BI ET Y 102A AFF•:' FF,. . z STORAGE A 123' - ------ W I I I I I 1 :. •. :. :'. rn 3 96' -- -- - -- - - - --- - — =— _ --- . —' -- - - - - BOT .. .. . f �17 46-- - -- - - -- -- - —173. 6r -- -- / 14' 6" AFF '� •• ;, . - i 17 — — — — — — — — — — — — — — (I ---. -- ----------.-- _- -- _ - ----— ---- - - -- - - -- -- __ -- - - -- - - ---- Q l7 1(iOT i= lI N u 1 COMMUNITY CENTER LOWER REFLECTED CEILING PLANuj U z w QO zm _ W 4- ; ~ Q Q V) u Oua GENERAL NOTES KEYED NOTES O LEGEND A. REFER TO DETAIL SHEET A7.02FOR ALL DETAILS AND 1A. THRUST BELOW NOTES RELATED TO ACOUSTIC CEILING GRID AND TILE SYSTEM 2 HOUR FIRE WALL 1 B. VALANCE - - - - - - - - - - 1 HOUR FIRE BARRIER 1C. FRONT CURTAIN n 1 D. 1 st ELECTRIC Y WALL TYPE,SEE: 1E. SIDE CURTAIN REVI ION DATE REASON FOR ISSUE 1F. BORDER Y STAGE CURTAIN ENTRANCE 2 6-24-13 ADDENDUM NO. 2 1G. 2nd ELECTRIC 1 H. REAR CURTAIN 1J. FRONT OF STAGE LIGHTING 2. ROOF ACCESS HATCH w 3. KITCHEN EXHAUST VENT a w N u 5 w J LL Q V �I O Q U D COMMUNITY CENTER z LOWER REFLECTED CEILING PLAN 0 V 0 W N N K Q F- Z DATE REVISION z 3-01-2013 O Z PROJECT NUMBER SHEET NUMBER H 211280 Lh 03-01 -13 PERMIT SET SCALE 11 = 1 -o11 AS ' 0 D ARC ~� M01 I , 9TH OF Ogg' i I I I I I i i TM A A A I A A tj Ankrom Moisan I 6720 SW MACADAM AVENUE, SUITE 100 PORTLAND,OR 97219 T 503-245-7100 A B C D E F I I A A I A A A I 117 SOUTH MAIN STREET,SUITE 400 I SEATTLE,WA 98104 T 206-576-1600 20'-0" 25'-0" 75'-0" 32'-6" 22'-6" 22'-6" 7'-6" i (DANKROMMOISANARCHITECTS, INC. Ilk A A A I A A 0 Il I 1E - _ - - - - -- - - - _ 1C ry I I I LJ 310 LJ O III I li A A A A A 1H I 2 I 6 - - - O 1 0 0 0 0 0 ELI C21 A A A A A I N 1E A A A >< A p rU7 N I o I A >< A I A >< A A IIL 13 f O Ji A A A A A O Lu IT M �1 = N D Lu COMMUNITY CENTER UPPER REFLECTED CEILING PLAN c- A8.02 1/8"=11-011Lu 4—Ju u J Q O z m D _ � w H � Ln U) u Ou a GENERAL NOTES KEYED NOTES O LEGEND A. REFER TO DETAIL SHEET A7.02 FOR ALL DETAILS AND 1A. THRUST BELOW NOTES RELATED TO ACOUSTIC CEILING GRID AND TILE SYSTEM 2 HOUR FIRE WALL 1 B. VALANCE — — — — — — 1 HOUR FIRE BARRIER • 1C. FRONT CURTAIN 1 D. 1 st ELECTRIC WALL TYPE, SEE: 1E. SIDE CURTAIN REVISION DATE REASON FOR ISSUE 1 F. BORDER 1G. 2nd ELECTRIC 1H. REARCURTAIN 1J. FRONT OF STAGE LIGHTING 2. STAGE VENTILATION HATCHES w a a w H U Q to w LL Q u co O Q V COMMUNITY CENTER w UPPER REFLECTED z CEILING PLAN 0 V O N N Q l7 H Z DATE REVISION y 3-01-2013 z PROJECT NUMBER SHEET NUMBER z 211280 N 03-01 -13 PERMIT SET 5ii8to = 1 —o" A8 o02 A B C D E F G H T1/2' L" K L M N O ED15'-4" '-51/2 5'-71/2" 13'-7" MO1 a I I I I I I REGO 1999p7 q?� OF '90 T-3 AT ALL FLOG ING SURFACES UNDER EQUIPMENT AND FIXED SC TM COUNTERTOPS. T 4 AT ALL 23 21 REF./FREEZER WALKING SURFA ES, SHOWN 7.01 7.01 113C HATCHED. SC SIM I C a 7.01 KITCHEN N A nkrE?m ' Mown 1138 /-� t.�111 1 I I I I I I I KITCHEN PANTRY 20'-0" 25'-0" 15'-0" 32'-6" 22'-6" 22'-6" 7'-6" ___j6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 - - - - - T 503-245-7100 SC SV RESTROOM 117 SOUTH MAIN STREET,SUITE 400 " 21 114 SEATTLE,WA 98104 ft STAIR 7.01 L E 0 T 206-576-1600 OANKROM MOISAN ARCHITECTS,INC. � N - - - J L F I I I AUDITORIUM 15 WATER L MEN WOMEN 0 0 D I I II 110 7.0 MECH. 119 118 120 E1_2TA G � I CORR. G � i 105 0 0 - I 111 21 OOA 21 $ 16 I 7.01 v sr. SC s 0 0 0 0 0 7 01 7.0 u e sr. L01 Q CORR. CORR. I ( CORR. I ALIGN AL1 N 101 101A 1016 2 2 STAIR MECH. ° 18 ST-3 116 N 7.02 U n --- ---- --------- 15 122A I I I LOBBY 7.0 ALIGN 100 - . 20 7.01 SC C ALIGN U N FLOORING TO 22 ( 20 CONTINUE 7.01 SC a] � IT] 7.01 CORR. i UNDER SINK 24 20 I 702 CASEWORK COURT 701 7'01 T E NURSERY/MEETING 1 t2 ) 122 SC M LdLU TIST i I Jill M M M CLOSE SC ELEC. N 102A 117 LINK 103STORAGE STORAGE - _ 20 7 01 >: -- - -- 123 - -- - -- - - o $C b -- - -- 173.96' - - - - - - - - z -- - -- - --- ---- - - --- _ _ _ _ - - - 17 46r - -- -- - --- -- -173. 6' CONTINUE UNDER SINK CASEWORK LU LL N ° COMMUNITY CENTER - FIRST FLOOR FINISH PLAN o MATERIALS AND FINISHES SCHEDULE a ADDENDUM #2 MAY 2013 _ 2 All revised information shown BOLD P-3 Manufacturer. Miller Paint ~ T-3 Distributor: Daltile SECTION 09 65 00-RESILIENT FLOORING Color:0529 Black Licorice 2 ROOM FINISH SCHEDULE LEGEND Product: Paver Surface Quarry Tile Sheen:flat ROOM FINISH SCHEDULE Pattern/Style/Color: Storm Gray OQ83 SHEET LINOLEUM ACT Acoustical Ceiling Tile Size: 6x6 > _ B Base Total Thickness:3/8" SV-1 Manufacturer: Forbo P-4 Manufacturer: Miller Paint WALLS CLG CLG Style: Marmoleum Real Color:color to match Sherwin Williams Smoke To az SW6117 U NUM NAME FLR BASE NOTES BL elinds/windowCovering Finish: TC-1 Y y p N S E W MAT HT C Carpet Contact/Supplier: Hilary Noah 503-236-4585 Color: 3232 Horse Roan Sheen:satin C� Thickness: o 100 LOBBY CONC Concrete Grout:G-3 2 W P-1 P-1 P-t/P17 1 3C/C-2/r-2 B-1 ACT-1 2, 14, 16 Heat Weld Rod:color as recommended b manufacturer 1- 100A EXP Exposed GroutJoint width:3/8" Y = JAN. p-1/FRP-1 P-1/FRP-1 P-1/FRP- - RP-1 SC B-1 CT-1 3 FRP Fiberglass Reinforced Panels Base:6x6 coved, P-3665 P-5 Manufacturer: Miller Paint U LU 101 CORR. G Grout SV-2 Manufacturer:Forbo Color: handrail color P-1 P-1 P-1 P-1 SCLC-2 B-1 ACT-1 16 U U GWB Gypsum Wall Board T-4 Distributor: Daltile St rle: Marmoleum Real Sheen:semi-gloss J 101A CORR. P-1 P-1 P-1 P-1 Sc B-1 ACT-1 20 MTL Metal Product: Suretread Surface Quarry Tile 2 C01or. 3405 Granada 101B CORR. P Paint Pattern/Style/Color:le/Calor:Storm Gra OQ83 Thickness:2.50mm P-1 P-1 P-1 P-1 SC B-1 ACT-1 20 �' Y TRANSPARENT FINISH-CLEAR O z m PL Plastic Laminate Size: 6x6 Heat Weld Rod:color as recommended by manufacturer ZD r- 102 CORR. P-1 P-1 P-1 P-1 SC/C-2 B-1 ACT-1 16 SC Sealed Concrete Total Thickness: 3/8" _ :>: LU i h i 1 Fins : satin • 102A CLOSET P-1 P-1 P-1 P-1 SC B-1 O.T.S. SV Sheet Vinyl/Linoleum Finish: TC-1 BASE TC- 4-; 1-- 2 Q T Tile Contact/Supplier: Hilary Noah 503-236-4585 Q 103 LINK 1 P1 SC B1 ACT WD Wood Grout:G-3 B-1 Species: Roppe U _ P-1 P-1 P- - - -1 104 CORR, P SECTION 122413-ROLLER SHADES � U U a_-1 P-1 P-1 P-1 SCLC-2 B-1 ACT-1 16 WP Wall Panel GroutJoint width:3/8" Size:4" 105 CORR. P_1 P-1 P-1 P-1 SC B-1 ACT-1 2 Finish:193 Black Brown BL-1 Manufacturer:Draper Inc SECTION 03 30 00-CAST-IN-PLACE CONCRETE GROUT 110 AUDITORIUM SCLC-2 B-1 ACT-1 4, 12, 13, 14 16 18 B-2 Species: Ro a Product: Clutch FlexShade XD P-1/P 4 P-1/P 4 P-1/P 4 IMP P PP 111 STAGE SC Sealed concrete. G-1 Manufacturer.Custom Building Products Size:6" Fabric:S or: xt Series facing is P-1 P-1 P-1 1 WF-1 B-3 O.T.SJP-3 5, 15, 17 2 Finish: 793 Black Brown St le/Color:exterior facin is white,interior facing color TBD,selected from manufacturers Color: 165 Delorean Gray y g g 112 STORAGE P-1 P-1 P-1 P-1 SC B-1 O.T.S. SECTION 06 40 23-INTERIOR ARCHITECTURAL WOODWORK standard range of colors eecies: Ropp 113 KITCHEN P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 T-3/T-4 T-3 ACT-2 3, 6 G-2 Manufacturer:Custom Building Products B-3 SpOperating Mechanism: Spring Lift Assist,stainless steel bead chain clutch, color: Brown WD-1 Species: MDF Color:370 Dove Gra Size:4" 113A KITCHENy Finish:625 Bronze Additional Accessories:child-proof cord holder P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 T-3/T-4 T-3 ACT-2 Finish:TC-1 G-3 Manufacturer:Custom Building Products 1138 KITCHEN P-1/FRP-7 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 T-31T-41 T-3 I ACT-2 3, 6 Size:as indicated on drawings Color: 185 New Taupe RUBBER TRANSITION SECTION 122416-MOTORIZED ROLLER SHADES 113C WALK-IN P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 SV-1 B-1 ACT-3 3 WD-2 Species: Maple 2 SECTION 06 82 05-GLASS FIBER REINFORCED PLASTIC RT-1 Species:Johnsonite REVI ION DATE REASON FOR ISSUE 113E PANTRY Finish:TC-1 BL-2 NOT USED P-1 P-1 P-1 P-1 SC B-1 ACT-3 � Product:CTA-XX-JL 2 5-30-13 ADDENDUM NO. 2 Size:1 h"dia.x length shown in drawings 2 113E PANTRY P-1 P-1 P-1 P-1 SC B-1 ACT-3 FIBERGLASS REINFORCED PLASTIC PANEL Size:4"wide 114 RESTROOM SECTION 06 41 00-ARCHITECTURAL WOOD CASEWORK Finish:Black P-1 P-1 P-1 P-1 SV-1 B-2 P-2 7 Location: Existing Church, at existing carpet runner where pews have been SECTION 12 36 00-COUNTERTOPS FRP-1 Manufacturer: Marlite g g P 115 JAN. P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 SV-1 B-2 O.T.S. 3 PLASTIC LAMINATE CLAD CASEWORK Product: P-151 relocated. 116 MECH. P-1 P-1 P-1 P-1 SC B-1 O.T.S. Color: Light Gray PLASTIC LAMINATE 117 ELEC. PL-1 Manufacturer: Nevamar Surface:textured SECTION 096813-TILE CARPETING P-1 P-1 P-1 P-1 SC B-1 O.T.S. Pattern:Grand Isle Maple W8371T PL-4 Manufacturer: Formica 118 WOMEN P-1/17.1 P_1/7-1 P-1/T-1 P-1/T-1 SV-1 T-1/6" P-2 8, 11 Finish:textured SECTION 09 5100-ACOUSTICAL CEILINGS C-1 Pattern: Metal Earth 3512.58 Style: Big Splash!10166 Finish: Matte 119 MEN P-1/T-1 P-1/T-1 P-1/T-1 I P-1/T-1 SV-1 T-1/6" P-2 8, 11 PL-2 NOT USED 2 ACOUSTICAL CEILING TILE Color: Angle 00603 2 X 120 MECH. P-1 P-1 P-t P-1 Sc B-1 O.T.S. yarn dyed PL-5 Manufacturer:Nevamar > PL-3 NOT USED ACT-1 Manufacturer: USG Ceilings Size:24x24 Pattern:Silverlme Hautelin - - -1 P- - O.T.S. roduct: Frost#450 k HLT004T � 120A WATER P1 P1 Pt SC B1 OTSInstallation: monolithic Finish:Textured i SECTION 09 30 00-TILI 122 NURSERY/MEETING P-1 P-1 P-1 P-1 C-t/SV-2 -1 ACT-1 10,12 Size: 2x4x3/4" SECTION 09 68 00-CARPETING Panel Edge:SLB PL-6 Manufacturer: Pionite 123 STORAGE P-1 P-1 P-1 P-1 SC 1 O.T.S. T-1 Distributor: Intrepid Marble and Granite �Gn Characteristics:Class A,Flame Spread:25 Pattern:Woven Weave AT610 o Product: Slate Tile g p WALK-OFF CARPET P-1 P-1 P-1 P-1 SC1C-2 B-1 ACT-3 9 16 2 Finish:Suede � -1 STAIR Pattern/Style/Color.Silver Green o ST-2 STAIR P-1 P-1 P-1 P-1 SC B-1 5 20 Size: 3x6 te C-2 Distributor: Pacific Mat Company,Division of T&A Supply 2 u Exposed Edge Treatment:USG's 28 Channel to match rid ST-3 STAIR Total Thickness:3/8" Style: Super Nop 52 END OF SECTION - PA P-4 P-4 SC B-3 9 Finish: TC-1,honed surface finish Color: 18 Taupe o EXISTING CHURCH 19 Contact/Supplier: Drew Brandt 503-235-2010 ACT-2 Manufacturer: USG Ceilings COMMUNITY CE NTE R w Grout:G-1 Product: Sheetrock Lay-I n,ClimaPlus,Vinyl#3270 SECTION 09 8311 -ACOUSTICAL WALL SYSTEMS Z GroutJoint width:as small as recommended Size: 2x4x1/2" NOTES Panel Edge:SQ ACOUSTIC WALL PANEL FIRST FLOOR 1. NOT USED _ning Characteristics:Class A, Flame Spread:20 2 T-2 Distributor: Intrepid Marble and Granite z 2. PL-1 A ALL EXPOSED SIDES OF CASEWORK, PL-4 AT COUNTERTOP AND BACKSPLASH Product: Limestone Tile 2 Grid:DX/DXL AP-1 Product:Acoustic Wall Panel FINISH PLAN 2 3. FRP-1 UP TO 4'-0"WITH METAL TOP CAP n . hite 2 Pattern/Style/Color: Negro Split Stone S le: 2"t ick sizes as hown on elevafons 0 4. DAT ALL EXTERIOR WINDOWS Size: 11X11 Fabric Wrap: Guilford of Maine's Panel Legacy Classics 5. WD-1 AT FACE OF STAGE TRIM ACT-3 Manufacturer: USG Ceilings Color:#2145.600(4904) 0 6. REFER TO FINISH FLOOR PLAN FOR LOCATIONS AND EXTENT OF TILE FLOORING Total Thickness:5/8" c00v 7. PROVIDE EPDXY PAINT AT WET WALL Finish:TC-1,honed surface finish Product: Radar Panels#2310 2 8.T-1 UP TO 4'-0" HIGH. EASE AND POLISH EXPOSED SIDES OF TILE. Contact/Supplier: Drew Brandt 503-235-2010 Size:2x4x5/8" SECTION 09 90 00-PAINTING 9. HANDRAILS TO BE PAINTED P-5 Grout:G-2 �Grid: DX/D*X�L' 10. PL-1 AT ALL CASEWORK, PL-6 AT COUNTERTOP AND BACKSPLASH Grout joint width: as small as recommended 21 PAINT FINISH-PAINT 11. PL-5 AT COUNTERTOP, BACKSPLASH AND SINK SKIRT F_ 12. BL-1 AT ALL EXTERIOR WINDOWS P-t Manufacturer: Miller Paint 13. NOT USED DATE REVISION z 14. PA 1 FER TO ELEVATIONS FOR LOCATIONS AND EXTENT OF FINISH. Color:color to match Sherwin Williams Kilim Beige SW6106 3-01-2013 0 2 15. PAINT OPEN CEILING P-3 een:satin 2 z A -OFF MA AT N RY. REFER TO FINISH FLOOR PLANS FOR LOCATIONS AND EXTENT. PROJECT NUMBER SHEET NUMBER 17. PAINTED HARDBOARD SPRUNG STAGE FLOOR SYSTEM-REFER TO SPECIFICAITONS FOR ASSEMBLY AND REQUIREMENTS 211280 ,A` N18. AP-1 WALL PANELS AT WALLS-REFER TO ELEVATIONS FOR SIZE AND EXTENT OF FINISH. P-2 Manufacturer: Miller Paint 03-01 -13 PERMIT S ET SCALE Ir..>♦ • 0 NSITION STRIP, RT-1,AT EXISTING MODIFIED CARPET RUNNER AT MAIN AISLE OF CHURCH Color:color to match Sherwin Williams Kilim Beige SW6106 2 20. WD-2 HANDRAIL1� een:satin 2 1 /8 = 1 1-011 t . STRUCTURAL NOTES CODE REQUIRED SPECIAL INSPECTION AND MATERIAL TESTING PROGRAM (2009 IBC) ST. ANTHONY'S CATHOLIC CHURCH COMMUNITY CENTER ADDITION INSPECTION VLMK JOB NO. 20120263 INSPECTION COMMENTS DURATION AGENCY DIVISION 1 - GENERAL DIVISION 4 - MASONRY SOILS AND FOUNDATION SUBGRADE: G.COLD-FORMED STEEL STUD BEARING WALLS FILL MATERIAL,PLACEMENT AND COMPACTION REF.GEOTECHNICAL REPORT C GEOTECHNICAL A GENERAL A CONCRETE MASONRY GRADING AND SUBGRADE COMPACTION REF.PROJECT P GEOTECHNICAL 1 THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER 1 DESIGN fm = 1500 P51 AT 28 DAYS. 1 ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD SPECIFICATIONS MANUFACTURERS ASSOCIATION(SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL THE GENERAL NOTES TO THE EXTENT SHOWN. 2 ALL CONCRETE MASONRY UNITS TO BE GRADE N,TYPE 1,MEDIUM WEIGHT UNITS PER ASTM C90 CURRENT ICC REPORT(ER-1943P). 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. DRY TO INTERMEDIATE HUMIDITY CONDITION PER TABLE NO. 1. 2 STEEL STUD FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754. CONCRETE: COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH 3 NET AREA COMPRESSIVE STRENGTH (NACS)OF THE CONCRETE MASONRY UNITS SHALL COMPLY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTINGWITH IBC TABLE 2105.2.2.1.2. SEE UNIT STRENGTH METHOD TABLE BELOW. 3 STEEL STUD WALL TRACKS ARE TO BE ATTACHED TO CONCRETE FLOORS WITH MINIMUM 0.145 VERIFY USE OF ENGINEER APPROVED CONCRETE MIX P TESTING LAB INCH DIAMETER x 1 INCH PENETRATION POWDER-DRIVEN FASTENERS SPACED AT 24 INCHES ON ENGINEERS(VLMK)OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE DESIGNS SHOWN OR NOTED. 4 MORTAR TO BE TYPE S(1800 PSI)USING THE'PROPERTY METHOD'PER ASTM C270. CENTER UNLESS OTHERWISE NOTED ON PLAN. FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LABTIM 3 CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF 5 GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN fm BUT NOT LESS THAN 4 UNLESS OTHERWISE NOTED IN DRAWINGS,STEEL STUDS ARE TO BE 600SI62-43 SECTIONS WITH 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW. MINIMUM SECTION PROPERTIES(GROSS)AS FOLLOWS: Ix=2.316 inA4, Sx=0.772 inA3 AND A= PLACING OF REINFORCING FOR SLAB-ON-GRADE VERTICAL AND LATERAL LOAD SYSTEMS. HAS NOT BEEN RETAINED TO PROVIDE ANY P TESTING LAB SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS,METHODS, 6 ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-IP OR 0.447 inA 2. STUDS TO BEAR ON FULL WIDTH OF TOP AND BOTTOM TRACK. PLACING OF REINFORCING FOR REINFORCED WALL P TESTING LAB TECHNIQUES, SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION 5 STUD SPACING TO BE 16 INCHES ON CENTER OR AS INDICATED ON DRAWINGS. PANELS UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS 7 COMPLIANCE WITH fm SHALL UTILIZE EITHER THE"UNIT STRENGTH METHOD"OR THE"PRISM 6 WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC SECTIONS 2506 THRU 2508 AND PLACING OF CONCRETE FOR REINFORCED SEE NOTE 6, ITEM A C TESTING LAB LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. TESTING METHOD"FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. 2511. SLAB-ON-GRADE , 4 WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE 8 FOR THE UNIT STRENGTH METHOD: 7 GALVANIZED COATING TO BE G60 MINIMUM. PLACING OF CONCRETE FOR REINFORCED WALL PANELS SEE NOTE 6, ITEM A C TESTING LAB Ankmm M ai sa n SHALL APPLY. I DESIGN fm NACS GROUT STRENGTH 8 CONNECTIONS: PRIOR TO AND DURING CONCRETE PLACEMENT FOR CAST C TESTING LAB 5 INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. ANCHOR BOLTS AND EMBEDMENT PLATES 1500 PSI 1900 PSI 2000 PSI a. WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF DRILLED-IN ADHESIVE ANCHORS, RODS AND DOWELS PER ICC EVALUATION REPORT C TESTING LAB 6 ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2009 INTERNATIONAL BUILDING CODE(IBC) GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. AS AMENDED BY THE STATE OF OREGON(2010 OREGON STRUCTURAL SPECIALTY CODE)AND ALL 9 ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION SHALL BE CONTINUOUSLY INSPECTED DURING OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. OF THE INTERNATIONAL BUILDING CODE. b. #12 GAUGE SCREWS TO BE USED TO CONNECT STEEL STUD FRAMING EXCEPT AS NOTED ON INSTALLATION 7 DESIGN CRITERIA: 10 REINFORCING FOR MASONRYTO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS. DRAWINGS. SCREWS TO BE SELF TAPPING AND DRILLING FROM ONE OF THE FOLLOWING: DRILLED-IN EXPANSION/WEDGEANCHORS IN CONCRETE PER ICC EVALUATION REPORT C TESTING LAB 6720 SW MACADAM AVENUE,SUITE 100 a CORNERS: (1)#5 CORNER BAR x 24 INCHES x 24 INCHES AT EACH BOND BEAM. STEEL STUD FASTENERS I.C.C.# (UNLESS OTHERWISE NOTED ON DRAWINGS) PORTLAND,OR 97219 ROOF SNOW LOAD(PER IBC 1603.1.3) VS BRAND SELF DRILLING/SELF TAPPING STEEL SCREWS ESR-5617 DRILLED-IN SCREW ANCHORS IN CONCRETE(UNLESS PER ICC EVALUATION REPORT C TESTING LAB T 503-245-7100 FLAT ROOF SNOW LOAD (P1) 25 PSF(MINIMUM) b SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. HILTI KWIK-PRO SELF DRILLING STEEL SCREWS ESR-2196 OTHERWISE NOTED ON DRAWINGS) SNOW LOAD IMPORTANCE FACTOR (le) 1.1 WHERE NOT MORE THAN (1)BAR IS REQUIRED IN EACH CELL,A 52 BAR DIAMETER LAP c. PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS, 117 SOUTH MAIN STREET,SUITE 400 MAYBE USED. UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREW TO STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: SEATTLE,WA 98104 WIND LOAD c HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS. PENETRATE BEYOND FASTENED MEMBERS BYAT LEAST TWO FULL DIAMETER THREADS. T 206-576-1600 MATERIAL VERIFICATION OF STRUCTURAL STEEL, P TESTING LAB 11 ELECTRICAL BOXES,CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS ©ANKROM MOISAN ARCHITECTS,INC. 15 BASIC WIND SPEED 95 DECKING, HIGH STRENGTH BOLTS, NUTS AND WASHERS, WIND IMPORTANCE FACTOR (Iw) 1REINFORCING. DIVISION 6 -WOOD ANCHOR RODS,AND WELD FILLER MATERIALS. OCCUPANCY CATEGORY 111 12 SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB WIND EXPOSURE B ADDITIONAL INFORMATION. A ROUGH CARPENTRY FILLET WELDS LARGER THAN 5/16" C TESTING LAB DIVISION 5 - METAL 1 LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: COMPLETE AND PARTIAL JOINT PENETRATION WELDS NON-DESTRUCTIVE TESTING C TESTING LAB PER I.B.C.1704.3.1 AND AWS EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) BEAMS&HEADERS: DOUGLAS FIR#2 D1.1 SECTION 6 SEISMIC IMPORTANCE FACTOR (le) 1.25 A.GENERAL BUCKS, BLOCKING, BRIDGING,AND MISC.: DOUGLAS FIR OR HEM FIR#3 OCCUPANCY CATEGORY III STRIPPING: DOUGLAS FIR#3 METAL DECK WELDING/FASTENING AND WELDED STUD P TESTING LAB 1 ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH INSTALLATION MAPPED SPECTRAL RESPONSE Ss=96.9% 31 =42.2% THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND SILLS, LEDGERS, PLACES,STRIPPING,ETC. IN CONTACT PRESSURE TREATED HEM FIR#2 WELDING OF REINFORCING STEEL PER I.B.C. 1704.3.1 C TESTING LAB Ci O N S U L T IN G ACCELERATIONS MISCELLANEOUS STEEL. WITH CONCRETE AND WOOD CURBS: WELDING OF A706 REINFORCING STEEL FOR EMBED c TESTING LAB ENGINEER S SITE CLASS D 2 ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS STAMPED BY POSTS,COLUMNS(SAWN): DOUGLAS FIR#1 PLATES BAR LARGER THAN#5 SPECTRAL RESPONSE COEFFICIENTS Sds=71.9% Shc =44.4% AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. ROOF,FLOOR,AND WALL SHEATHING: WELDING OF REINFORCING STEEL FOR EMBED PLATES P TESTING LAB $93$ SW Kelly Avenue SEISMIC DESIGN CATEGORY D 3 UNLESS OTHERWISE NOTED,CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE PERMIT APA RATED SHEATHING, EXPOSURE 1,CONFORMING TO APA PERFORMANCE STANDARD BAR SMALLER THAN#5 BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY CONCENTRICALLY FOR BIDDER DESIGN STRUCTURAL SYSTEMS. PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF HIGH STRENGTH A325N AND A490N BOLT INSTALLATION VERIFY ALL BOLTS INSTALLED P TESTING LAB Portland - Oregon 97239-4393 BRACED FRAMES B.MATERIALS SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG TO'SNUG TIGHT' B503.222.4453 vlmk@vlmk.com e (AUDITORIUM) DIMENSION PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED.USE INSTALLATION LIGHT FRAMED WALLS WITH 1 ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. SPACERS TO PROVIDE 1/8 INCH END AND EDGE JOINTS WHENEVER SHEATHING IS 503.248.9263 www.vlmk.com PLYWOOD SHEATHING RATED 2 ALL STEEL PLATE,ANGLES,CHANNELS, ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS COLD-FORMED STEEL FRAMING: FOR SHEAR(BALANCE OF NOTED. OTHERWISE APPROVED BY ENGINEER. INSTALL 2x4 OR THICKER BLOCKING AT ADDITION) 3 STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 KSI RECTANGULAR,Fy=42 KSI ROUND). UNSUPPORTED JOINTS IN WALL SHEATHING.BLOCK ROOF OR FLOOR SHEATHING MATERIAL VERIFICATION, INCLUDING FASTENERS P TESTING LAB SEISMIC RESPONSE COEFFICIENTS WHERE NOTED ON DRAWINGS. FRAMING MEMBER SIZES,THICKNESS,AND SPACING P TESTING LAB (\U CT ; (Cs) 0.276 (USD) 4 UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. gC �qr RESPONSE MODIFICATION FACTOR (R) 3.25 5 ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS 2 PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS SHEARWALL SHEATHING,FASTENER SPACING,AND P TESTING LAB QED PRDFFS ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. INCLUDING CABINETS, DOORSTOPS, ETC. HOLDOWNS 8 MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN 6 ANCHOR RODS TO BE ASTM 1554,GRADE 36 UNLESS OTHERWISE NOTED. 3 CONNECTORS: y DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS 7 LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME a. TIE STRAPS, FRAMING ANCHORS, HANGERS,STIRRUPS,COLUMN CAPS,COLUMN BASES, ETC., STRUCTURAL MASONRY SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A 6.18.2.1. TO BE SIMPSON AS DETAILED,OR AS APPROVED. VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING UNIT STRENGTH OR PRISM P TESTING LAB LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE COMPLIANCE OF(fm)PRIOR TO CONSTRUCTION TEST METHOD 8 LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. EON LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE APPROVED. ST50H WITH(Fy=50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE PRISM PREPARATION AND TEST SPECIMENS SEE NOTE 6, ITEM B C TESTING LAB `, 23 ZOO^a 9 WHEREPIPING REQUIRED,OTHER NON-STRUCTURALIC BRACING COMPONENTS SHALL BE ELECTPROVIRICAL EQUIPMENT, Y THE CONTRACTOR N STANDARDS.003ST33H WITH (Fy=33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. JOINT ARATIONS OF SITE-PREPARED MORTAR AND MORTAR P TESTING LAB �yh/ PY�(p,yrjl lei ACCORDANCE WITH CHAPTER 13 OF ASCE 7ON -05. STRUCTURAL CALCULATIONS AND DETAILS d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON"NAILS UNLESS OTHERWISE 9 HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED STUDS NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB EXP�5E�7 nn , 's STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM B P ITESTING LAB 10 THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE ST. SHALL CONFORM TO ASTM A-108,GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND C TESTING LAB ANTHONY'S CATHOLIC CHURCH COMMUNITY CENTER ADDITION PROJECT LOCATED IN TIGARD, 60,000 PSI. STUDS TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN. ALTERNATE FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY DURING GROUTING OPERATIONS OREGON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BEFORE ROOFING. INSTALLATION AND GROUT PLACEMENT FOR CASTANCHOR C TESTING LAB FABRICATE THE WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. ENGINEER. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. f. CORROSION PROTECTION: BOLTS AND EMBEDMENT PLATES 11 PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. FOR DRILLED-IN ADHESIVE ANCHORS,RODS AND DOWELS SHALL BE PER ICC EVALUATION REPORT C TESTING LAB BIDDER DESIGNED ITEMS(DEFERRED SUBMITTALS),THE DRAWINGS AND CALCULATIONS SHALL i CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH BEAR THE STAMP OF AN ENGINEER(PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE C. DRILLED ANCHOR BOLTS SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER CONTINUOUSLY INSPECTED DURING INSTALLATION PROJECT IS LOCATED. SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT ADHESIVE ANCHORS MANUFACTURER(USE MOST CONSERVATIVE)FOR SPECIFIC WOOD TREATMENTS USED. DRILLED-IN EXPANSION/WEDGEANCHORS IN MASONRY . PER ICC EVALUATION REPORT C TESTING LAB DEVIATED FROM THE VLMK DESIGN IN ANYWAY,OR SHALL CALL TO THE ATTENTION OF VLMK BASE MATERIAL PRODUCT I.C.C.# ii MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE DRILLED-IN SCREW ANCHORS IN MASONRY PER ICC EVALUATION REPORT C TESTING LAB THAT THE PRODUCT ENGINEER HAS DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS.SEE DRAWINGS FOR ITEMS CONCRETE SIMPSON SET-XP ADHESIVE ANCHOR ESR-2508 (SIMPSON ZMAX)OR ASTM Al 23. CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL REVIEW AND MARK-UP A MAXIMUM OF THREE CONCRETE HILTI HIT-RE 500-SD ADHESIVE ANCHOR ESR-2322 APPROVED FABRICATORS COPIES OF SUBMITTALS(OR ONE ELECTRONIC COPY IN PDF FORMAT).THE CONTRACTOR WILL BE CONCRETE HILTI HIT-HY 150 MAX-SD ADHESIVE ANCHOR ESR-3013 iii FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP GALVANIZED, CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE P TESTING LAB STAINLESS STEEL,SILICON BRONZE OR COPPER. ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE RESPONSIBLE FOR DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS CONCRETE POWERS PEI 000+EPDXY ADHESIVE ANCHOR ESR-2563 iv HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM Al 53, FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL WILL STAMPED AND RETURNED THE GENERAL CONTRACTOR WITHIN TWO WEEKS.FAX SUBMITTALS MASONRY SIMPSON SET ADHESIVE ANCHOR ESR-1772 STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. JOISTS AND GIRDERS,AND PRE-CAST CONCRETE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS TALS WILL NOT BE ACCEPTEDD WITHOUT PRIOR APPROVAL. ALL SUBMITTALS SHALL MASONRY HILTI HIT-HY 150 MAX ADHESIVE ANCHOR ESR-1967 v HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE(E.G. HOT-DIP OTHERWISE INDICATED, SH10P DRAWINGS SHALL BE PR VIDEO ON THE F L O ING: GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). a. PREFABRICATED STRUCTURAL MEMBERS(E.G.OPEN-WEB STEEL JOISTS, ETC...). EXPANSION ANCHORS 4 DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE,SHALL BE SPECIAL INSPECTION PROGRAM NOTES b, STRUCTURAL STEEL AND MISCELLANEOUS STEEL. Q BASE MATERIAL PRODUCT I.C.C.# STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. c. ALL REINFORCING STEEL. CONCRETE SIMPSON STRONG-BOLT WEDGE ANCHOR ESR-1771 5 NOTIFY ENGINEER FOR OBSERVATION OF ROOF SHEATHING NAILING. OBTAIN ENGINEER'S 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. d. STRUCTURAL MASONRY MATERIALS. CONCRETE HILTI KWIK BOLT TZ ANCHOR ESR-1917 APPROVAL PRIOR TO STARTING ROOF INSTALLATION. SEE STRUCTURAL OBSERVATION NOTES C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE WORK CONCRETE POWERS POWER-STUD+SDI ANCHOR ESR-2818 FOR ADDITIONAL REQUIREMENTS. REQUIREING SPECIAL INSPECTION. DIVISION 2 - SITE WORK CONCRETE DOWERS POWER-STUD+SD2 ANCHOR ESR-2502 6 CUTTING AND NOTCHING OF BEAMS/HEADERS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE P= PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARv TO MASONRY -'!LTI KWIK BOLT 3 ANCHOR ESR-1385 DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALLOT[ R HOLES TO BE APPROVED BY CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED F '.MIT z ENGINEER. AGENERAL DRAWINGS AND SPECIFICATIONS. 00 1 FOR SITE CLEARING,SEE SPECIFICATION SECTION 31 10 00. SCREW ANCHORS 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: Q W 2 FOR EXCAVATION,SEE SPECIFICATION SECTION 3123 16. BASE MATERIAL I-"%)DUCT I.C.C.# 0 of 3 FOR FILL, SEE SPECIFICATION SECTION 3123 23. CONCRETE SIMPSON TITEN HD SCREW ANCHOR ESR-2713 ENGINEER: VLMK CONSULTING ENGINEERS 4 SEE GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION. MASONRY SIMPSON TITEN HD DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) ) GEOTECHNICAL: PSI,INC. I- O SCREW ANCHOR ESR-1056 TESTING LAB: TO BE DETERMINED OPEN-WEB STEEL JOISTS AND GIRDERS 5 DESIGN SOIL PRESSURE 2,500 PSF LL PLUS DL PER GEOTECHNICAL INVESTIGATION PREPARED BY 1 OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. STOREFRONT AND CURTAINWALL SYSTEMS PROFESSIONAL SERVICE INDUSTRIES, INC.DATED OCTOBER 7, 2002. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM.THE SELECTED _ EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR DIVISION 3 - CONCRETE AND REINFORCING OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DEFERRED SUBMITTAL NOTE: OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER DESCRIBED IN CHAPTER 17 OF THE I.B.C.THE SPECIAL U DRAWINGS. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE A.CONCRETE MIX/MATERIAL D.WELDING ARCHITECT OR ENGINEER OF RECORD,AFTER REVIEW AND SUBJECT TO BEING IN GENERAL BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL 1 ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONFORMANCE WITH THE CONTRACT DOCUMENTS,THE ENGINEER WILL RETURN THE INSPECTION. LU 1 STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED SUBMITTAL TO THE CONTRACTOR.THE CONTRACTOR SHALL THEN FORWARD THE SUBMITTAL O = CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION TO THE BUILDING DEPARTMENT.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED Z DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BYTHE BUILDING 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION MEETING j () CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. NEED TO BE FIELD WELDS TO AID ERECTION. OFFICIAL. WITH THE ARCHITECT, ENGINEER,BUILDING OFFICIAL,CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL LLI 2 MINIMUM MIX REQUIREMENTS: E.STEEL JOIST INSPECTION REQUIREMENTS.THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS -1-a (� MEETING. MIN.COMP. MIN. CEM. 1 STEEL JOISTS SHALL BE DESIGNED,FABRICATED AND ERECTED PER SJI STANDARD J 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: LOCATION STRENGTH SLUMP(a) CONTENT ADMIXTURES SPECIFICATION. m FOOTINGS 3,000 PSI 0"-5" 470 LB NONE 2 CAMBER ALL JOISTS WITH STANDARD CAMBERS IN ACCORDANCE WITH THE ABOVE STANDARD A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED O z �- INTERIOR SLAB-ON-GRADE 3,500 PSI 2"-4" 517 LB (b),(d) SPECIFICATION UNLESS NOTED OTHERWISE ON DRAWINGS. BY THE LOCAL JURISDICTION. = W (MAX WATER 250 PCY) 3 PROVIDE BRIDGING IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS. DO NOT USE SLOTTED B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND F. U) EXTERIOR SLAB-ON-GRADE 3,000 PSI 2"-4" 517 LB (b),(c), (d) HOLES IN BOLTED CONNECTIONS UNLESS APPROVED BY ENGINEER. SPECIFICATIONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR "F'J 2 Q WALLS AND COLUMNS 3,500 PSI 2"4" 517 LBS (b) 4 PROVIDE SHOP DRAWINGS AND CALCULATIONS THAT INDICATE JOIST SIZES, LOADING, MEMBER CORRECTION,THEN, IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL. U) BE Q 2 MISCELLANEOUS 3,000 PSI 0"-5" 470 LBS (b) SIZES, PANEL POINT LOCATIONS, CAMBERS, BRIDGING AND ANY OTHER INFORMATION THAT MAY C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, _ + U U �- BE PERTINENT TO THE PROJECT. SHOP DRAWINGS AND CALCULATIONS SHALL BE STAMPED BYAN ARCHITECT, ENGINEER,CONTRACTOR AND(OTHER DESIGNATED PARTIES), INA TIMELY MANNER,AS ESTABLISHED AT THE (a)SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. PRE-CONSTRUCTION MEETING. (b)WRA=WATER REDUCING AGENT. 5 PROVIDE INSPECTION REPORT PREPARED BY THE PRODUCT ENGINEER CERTIFYING THAT THE D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION JOISTS HAVE BEEN FABRICATED ACCORDING TO THE DESIGN ASSUMPTIONS AND REQUIREMENTS. WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND L (c)AE=AIR ENTRAINMENT REPORT IS TO ACCOMPANY THE JOISTS ON DELIVERY TO THE PROJECT. SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. (d)UP 1 E/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER. 6 JOIST ERECTOR SHALL COMPLY WITH THE STEEL JOIST INSTITUTE SPECIFICATION OF LATEST 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: (e)POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. ADOPTION IN HANDLING AND ERECTION OF MATERIAL. NOTIFY JOIST SUPPLIER OF ANY DAMAGED 3 USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. FLY ASH MAY BE JOISTS. A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH SUBSTITUTED TO A MAXIMUM OF 20%CEMENTITIOUS MATERIALS BY WEIGHT. F. STEEL ROOF DECK INSPECTION. U 4 AGGREGATE ASTM C33. SIZE TO BE 3/4 INCH MINUS FOR SLABS ON GRADE AND WALLS. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND 5 SUBMIT A COMBINED GRADATION ANALYSIS FOR ALL SLAB ON GRADE MIX DESIGNS. 1 STEEL ROOF DECK TO BE VERCO,ASC STEEL DECK, OR PRIOR APPROVED EQUAL. DECK INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. PROPERTIES AND CAPACITIES SHALL BE VERIFIED BY A CURRENT ICC REPORT. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. 6 MAXIMUM WATER-CEMENT RATIO FOR SLABS ON GRADE IS 0.42, FOR OTHER MIX DESIGNS THE 2 LAY-UP TO BE THREE SPAN MINIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. MAXIMUM IS 0.48. 3 DEPTH, GAGE AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. 7 WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 6 OZ.PER 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REVISION DATE REASON FOR ISSUE 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. 4 DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653-SS DESIGNATION,GRADE 33. REQUIRED BY THE I.B.C.: 2 6-24.13 ADDENDUM NO.2 8 AIR ENTRAINMENT(AE)SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE 5 DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A924,CLASS A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: SPECIFIED AND/OR APPROVED BY ENGINEER. G60. 6 THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS LIGHT 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE CONCRETE PLACEMENT IS REQUIRED. 9 ACCELERATORS:STRUCPOZZUTURE (W L NON-CHLORIDE FOR COMPONENTS EXPOSED E WEATHER IN THE GAGE METAL NECESSARY TO COMPLETE THE WORK. 2) OBTAIN(4)TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED(OR PORTION THEREOF IF LESS THAN COMPLETED STRUCTURE(WALLS,EXTERIOR PAVING, ETC.),CALCIUM CHLORIDE IN THE INTERIOR SLABS ON GRADE. QUANTITY(DOSAGE)TO BE DETERMINED BY CONTRACTOR AND APPROVAL 7 ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.3. 100 CUBIC YARDS ARE PLACED).BREAK(1)CYLINDER AT 7 DAYS AND(2)CYLINDERS AT 28 DAYS.(IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH,HOLD(2)CYLINDERS FOR 56 DAY OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. 8 DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. BREAK)HOLD 4TH CYLINDER FOR 56 DAY BREAK.BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS 10 PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. 9 HANGERS SUPPORTED BY STEEL DECKING SHALL NOT CARRY LOADS GREATER THAN 120 POUNDS NOT MET WITH (2)CYLINDERS AT 28 DAYS. 11 PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0"ON CENTER EACH WAY EVERY 25 SQUARE FEET. HANGERS SUPPORTING HIGHER LOADS MAY BE PERMITTED WITH PRIOR 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE.BATCH TICKETS SHOULD MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY(3/4 INCH)TOOLED JOINTS AT APPROVAL FROM THE ENGINEER. BE CHECKED FOR ALL TRUCKS ENTERING THE SITE. 5'-0"ON CENTER IN ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED. 12 SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL B. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: (L CONCRETE UNLESS EFFECTIVELY COATED. B. REINFORCING 1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1314 AS FOLLOWS: of 1 ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. -SOLID GROUTED WALLS: (3)GROUTED PRISMS. c 2 USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN 2) PREPARE AND TEST(3)GROUT PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1 A. ACCORDANCE WITH ASTM C1019. 3 FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD 3) GROUT LIFT HEIGHT SHOULD NOT EXCEED 6-4"UNLESS THE FOLLOWING CONDITIONS ARE MET: PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. -CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL BUILDING OFFICIAL. 4 PROVIDE 2'-0"x 2'-0"CORNER BARS TO MATCH HORIZONTAL REINFORCING IN POURED-IN-PLACE -COMPLY WITH TMS602 SPECIFICATION FOR MASONRY STRUCTURES,ARTICLE 3.513. WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS. -PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND BEAM COURSE,AND USE BAR POSITIONERS 5 SPLICES IN WALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS(2'-0"MINIMUM)AND SHALL AT 4'-0"O.C.MAXIMUM. BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. -PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY REINFORCED CELL. COMMUNITY CENTER 2 6 ALL OPENINGS SMALLER THAN 30 INCHES x 30 INCHES THAT DISRUPT REINFORCING SHALL HAVE -GROUT LIFT HEIGHT SHALL NOT EXCEED 9'4". >. AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH SIDES OF STRUCTURAL NOTES OPENING. 7 PROVIDE(2)#4 CONTINUOUS BARS AT TOP AND BOTTOM AND AT DISCONTINUOUS ENDS OF ALL d WALLS. 8 PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER AND COLUMN y REINFORCING. (POURED-IN-PLACE COLUMNS AND WALLS). 0 9 LAP ALL BARS IN CONTINUOUS AND INTERSECTING FOOTINGS 2'-D"OR 40 BAR DIAMETERS, WHICHEVER IS GREATER. N 10 ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN F OTHERWISE ON DRAWINGS- w 11 EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. 0 N E DATE REVISION 'u 03-01-2013 2 0 a PROJECT NUMBER SHEET NUMBER 20120263 N 03-01 -13 PERMITS T SCALE O , O G H J K L M N O T-6" 22'-6" 22'-6" 22'-6" 29-0" 7'-6" 15'-0" TM 170.0' 170.0' 1 I TYP I 170'0' COORDINATE FREEZER SLAB AND ' JAMBSS I T.O.FTG. RECESSED FLOOR-SEE ARCHITECTURAL T.O.FTG. T-O. FTG- 15 3 DRAWINGS FOR REQUIREMENTSI -33- - -O I 6 O _ IQ3 _ St.t 51.1 3 I `�OJn I I I 167.0' - - -, OO F - - 0- - - - - - - - - - + H � ' - - - - - - - -© - - -0- - - - �' 170.0' 167.0' T.O.FTG. I I T.O. FTG. T.O.FTG. N ----- - -- An turn: Moi --- t r HSS6X6X1l4 C J C J %HSSIX6X1/4t1HSS6X6xi/4-L2Sz _ _ _ 1 _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I_ __ _ _ _A _ _ _ _2 `_ o-- - - -- 2 SEE NOTE 6 O CJ CCJ J� 1 - - - - - - - -- -C7- - - - - - - - - '-'T - ; ,HSS6X6X1/4 OS > ;c JTYPICAL :•=-!-},-_ - �'� 1 I 6720 SW MACADAM AVENUE,SUITE 100 TYP S1.1 �. 'y' ,,\, I I z T0503LAN70R097219 I 7 I I ' / •", I I 51.1 }.. may:.,\,..,,• �'' I - \ I - 117 SOUTH MAIN STREET,SUITE 400 IU UI i I I SEATTLE,WA 98104 0 t7 i O T 206-576-1600 I I I I i e 1 A 4"THICK CONCRETEA 5,.1 TMP I i� ' I TYP Q 1 IU SLAB WITH#4 BAR O h 1 `� ©ANKROM MOISAN ARCHITECTS,INC. EACH WAYAT 30"O.C. 7 U A B C D E F I �I i S2.0 170.0' I SEE NOTE(6) J° I ' 1 1 I TYPICAL �p 20'-0" 25'-0" 15'-0" 32'-6" 22'-6" 22'-6" I I T.O.FTG. HSS8X8X5l1Or 7� - g1�OJA �UHSS6X6X1/4 i U i _---- - S�1 -- - I HSS6X6X1/4 c } ----- -r--- 3 1 1 i I S, , I � FULL HEIGHT i I ' A CONSULTIJG � ' 1 S1•1 I • _ - - - - - - - _ _ _ _ -� h �0 IENGINEE ` T O 171.0' Jp O s 171.0' V , T.O.FTG. 5\� pyo J p� 3933 SW Kelly Avenue 5 3 TYP AT 15 16 170.0' 2 (, /� 6• T.O.FTG. I I I I 3 173.25' I i T.O. I,.- Q . /,., 5\ o , I Portland - Ore on 97239-4393 168.5' St.t 51.1 JAMBS S1-1 St.1 S 1'-0" 51.1 1'-0"TYP T.O.FTG. ✓ ZO t I I I I g _ _ _T.O.STEM 1. 2 168.5' rnE jtn h A h i' I/ % ' <- /5 _ 1 , - - / /\ 503.222.4453 vlmk@vlmk.com I I I I I T.O.FTG. - - - I - I I I U 52.0 U I �'-% 1..;I , / , ` `%./ .%/ \ i 1 I 1 ' - - - - - - - - -- -STRAP -- - - - - - - - - - - - - - - - - - /f. �/ /. . / I I 503.248.9263 WWW.vlmkcom8 -_-_ T - - -I-- -- OI I OI I I I , `I( I 1 N 171.0' / OI 1 _ _ ® CJ® ® CJ 5 CJ p� I I I �\1• '� '�/ l•/ �, -,�/.�x /^/.,. . '. I\ I 1 I - - - - - 171.0' \ / ,� �/ \ /. r )' I 1 5 I - - - - - - 1 - - - - - - 1 - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - OJ I T.O. FTG. - - - - - r '- - - T -' I 1 1 I-.� AT LOWER WALL ' 171.0' I I c I I I - - - - C I I T.O.FTG. �;\ y I, o I I 1 siy s F ,T _ '` - - T.O.FTG. x . / �f I S 4 THICK CONCRETE SLAB W ITH' I A AT UPPER WAL - - I 1 IT.O.- T O \#4 BARS EACH WAY AT 30' O C . / ' I Iz't7 � I G I \ \ G _,� - - - - - - O 51.1 ' .i .� , \ - �tl . I 171.0' I I h 9 h I SEE NOTE CJ 1� 9 S CJ - - -- - I , Y1 \ \%� h .I HSS5XSX1/ C U I UI C - - I . . / .,( L / T�O. I 173.25 I 4"THICK CONCRETE TOP OF SLAB (6),TYPICAL I \ \ I 172.0' 1 1 L - - - - - - _ _ _ _ __ _ _ _ _ _ _ _ I HSS6X6X114 5"TH�CONCRETE SLAB % - / '`. �, .• I/ T J°j-----�- - - - SLABWITH#4BARS - - -_ --!�1 -____ - - - - _ h I I h1 , 'h;' t\ / ti vTOPOFSLA6%,� r / /h'�I` 5 -- -- -------- _ - - WI7H,. ARS EACH WAY AT 0 168.5' 3 I \�O t0 - I U I U _ f - - - - - - - - - -- - - - - - U I 24"O.C���CC. IN AUDITORIUM U .j .w I ! / ELEVATION 174 625' ` !`^ /` I I T.O.STEM ELEVATION-173.25' i -T.O.STE /\ EACH WAY AT 30"O.C. - - - 'U' I U I I I I I 51.1 • , 174.5' 1 5 I I C J C J / ^ / , 7 I I HSS6X6X1/4 10 - - - - 2O HSS5X5X1/4 HSS5X5X7/ I ' \ xT y _ _ � -- -- - - - - - - -- I St.1 SIM I I I RECESS TOP OF STAGE SLAB FOR; HSS5X5X1/4 1A TOP OF SLAB I .1 'I , f � � I,`< I 1 Lt I 1 1 I 1 I 171.58' (. / INSET FLOOR-SEE ARCHITECTURAL , t 7 �P O I C J C J I C J \ I 52.0 ELEVATION=172.0' / I I 3 PQ h h I I I I I 171.0 DRAWINGS FOR REQUIREMENTS 51.1 CZS - T.O.FTG. / , IFTG. 12 ,1 SEE NOTE U U I I I T.O. j i\ I � � � � k ♦ s�:1�� I I I QfPIC �-'-:Eu'�"{J 1 b i i (6)TYPICAL I g I �y0 I I AID I I I . I c� l T.O FTG iv I I O S,.1 -5- -0�' - - - - - - - - - - \�. I I hl �:\ ( / .0 I I I 17 ' CJ CJ r_ ' ' CJ _ CJ CJ 15 TOP I h I 11 U -;�� 1 • ,/ • • - �� , _ 1 TOP OF SLAB 1 h11 N TYP -- - --- ---- ------- -- CJ CJ - - - - - - - -_ - - - - - - _ - - - - 0 Jim U _ I TYPICAL ( SLAB FO - - - _ -- _ STUD WALL PER PLAN N SHEATHING - I f-STUD WALL PER PLAN SHEATHING PER STUD WALL PER PLAN PLAN AND SHEARWALL I PLAN AND SHEARWALL SHEATHING PER (� CONCRETE SLAB PER PLAN W ITH#4 x 2'-6" SCHEDULE PLAN AND SHEARWALL 1 l y l DOWELS BENT AROUND CONT#4BAR AND SCHEDULE SCHEDULE I I I I CONCRETE SLAB PER PLAN CONCRETE SLAB PER PLAN WITH 1" LAPPED WITH ALT WALL VERTICAL BARS I' •, WITH HOOKED BAR PERe i HOOKED BAR PER(@ /Lof PER PLAN PER PLAN _ `_ a ¢ PER PLAN I e S1.1 51.1 SLAB AND REINFORCING 1/8'RADIUS - - - PER PLAN TOOLED EDGE I r •i���l-. .. I U U BACKER ROD,PLACE IMMEDIATELY rte- •' STOP REINFORCING 0'- i AFTER SAWCUT(SAME DAY) ;."'���� �` y. • j i '' s,""• ' 3"CLEAR OF JOINT - _ ElfCOMPACTED STRUCTURAL FILL RETAINING WALL WITH#4 TM SAWN JOINT PER SCHEDULE n PER PLAN a ;-• ; ;. SAWING TO OCCUR AS EARLY AS COM RAL • " •Ild/. 12" POSSIBLE WITHOUT SPALLING CONCRETE. is U JOINT.,'•• DO NOT WAIT UNTIL THE FOLLOWING DAY. STUD SIZE PER PLAN WITH VERTICAL BARS T L B O.C. •� •-• e. - '. • � � a: RETAINING WALL TO MATCH 7 u' AND#4 HORIZONTAL BARS SOFFCUT"SAWTHICKNESS WALLREINFORCING P 6 AT 12 O.C.EACH FACE USE" r ' - " - •- '• < : ': - MATCH RETAINING S UD SIZE PER PLAN TO 6 °• •. ER S1.1 3/4"DIA x V-0"SMOOTH a •- . ., _ , W ITH REINFORCING PER DETAIL51.1 NOTE: NOTE: GREASED DOWEL AT 2'-0" FINISH GRADE •"+ • . FINISH GRADE FOR ADDITIONAL /--3--,, FINISH GRADE ° 1 _ FOR ADDITIONAL 3 DOWELED JOINT INSTRUCTIONS: O.C.CENTER IN SLAB a :,,• ; . : : a �• I -III-I 1 '-. INFORMATION SEE S11 .1 1-I I-I I-I r INFORMATION SEEe Ankro.rn Moisa.n S1.1 1.) GRIND ENDS OF SHEARED DOWEL TO REMOVE DEFORMITIES. CAREFULLY REALIGN BARS AFTER TROWELING SLAB TO FOOTING SIZE AND FOOTING SIZE ANDe 2.) INSURE BAR IS PERPENDICULAR TO JOINT HORIZONTALLY STOP REINFORCING 0'-3" a FOOTING SIZE ANDe REINFORCING PERe ; :' + - _ : REINFORCING PER AND VERTICALLY CLEAR OF JOINT REINFORCING PER S1.1 S1.1 PER PLAN • S1.1 PER PLAN • : n PER PLAN GREASE ONE END OF BAR WET SAWN CONTROL JOINT t: . :•. - ° : ; :, e 6720 SW MACADAM AVENUE,SUITE 100 3) U °• . a a ` •.._ .• ; •.9 PORTLAND,OR 97219 °:. - • < U 777 U e ;•a e' T 5032457100 COORDINATE LOCATIONS OF ALL CONTROL JOINTS WITH io �'•" _ ° •: i+) 4.) ARCHITECTURAL DRAWINGS. ,e' '- : , ' " - COLD DOWELED CONSTRUCTION JOINT 117 SOUTH MAIN STREET,SUITE 400 • -s a,' :e 'i ,a-: • _ ;" - - <a- -•e:. SEATTLE.WA 98104 I-III-) I I-III-III I- I T 206576-1600 1'- "CLR 1'- "CLR Q ANKROM MOISAN ARCHITECTS,INC. 1 1 CONTROL JOINT DETAIL- COLD DOWELED 2 CONTROL JOINT DETAIL- WET SAWN 3 TYPICAL RETAINING WALL DETAIL 4 RETAINING WALL DETAIL WITH CURB 5 RETAINING WALL AT MECH ROOM 51.1 11/2"= 1'-0" S1.1 1 1/2"= 1'-0^ S1.1 1^= 1'-0^ S1.1 1"= 1'-0^ S1.1 1^= 1'-0„ IVA wV AWA ANA. WNW TOP OF SLAB CONSULTING e ENGINEERS •..... 3933 SW Kelly Avenue Portland - Oregon 97239-4393 'A'BARS(VERTICAL) a o 8 503.222.4453 vlmk@vlmk.com e V. ry C.J. 503.248.9263 www.vlmk.com C7 t ;: 'B'BARS(HORIZONTAL) NOTES: SLAB PER PLAN GRID x EACH SIDE �e = e 1. PROVIDE MINIMUM BACKFILL OVER i PER PLAN REQ'D C'BARS(FOOTING TOE AS SHOWN BEFORE BACKFILL I I - (1)3/4"DIA x T-0"DOWELS O FINISH GRADE TOP BARS) BEHIND RETAINING WALL. I I ♦• : - .. , ; ,� EACH SIDE PER DETAIL OR WALKWA _' - - GAP PER ARCH I I� III D'BARS(FOOTING 2. AT SHALLOW FOOTING I I : •: +; =r:: i� -. •;_' ..;-`-COMPACTEDCRUSHED � � �•� •4� b Z LONGITUDINAL BARS) CONDITIONS,PROVIDE BACKFILL w >v0 Pfipc • _ _ ROCK OVER STRUCTURAL I U U ��� F OVER TOE TO BOTTOM OF SLAB PROTECT COLUMN FROM CONCRETE SS WHERE OCCURS. I FILL AS REQ'D I SPLATTERS BY TIGHTLY WRAPPING WITH SHEATHING PER PLAN AND I COLUMN PER PLAN 15 LB PAPER,TRIM FLUSH WITH SLAB SHEARWALL SCHEDULE,TYP �' 9 • 3. SEE STRUCTURAL NOTES, R CONCRETE WALL WITH 6 Q 4 f : i REINFORCING PER DETAIL I HSS COLUMN i !•' .'; SPECIFICATIONS,AND GEOTECH ° 51.1 AT SIMILAR CONDITION STUD WALL PER PLAN s -• - -••,.. . •: REPORT FOR ADDITIONAL f I I BLOCK OUT SLAB FOR COLUMN. I I I STUD WALL FRAMING AND DIAMOND PROVIDE DOUBLE R G ) I I ( FILL AFTER COLUMN IS PLACED. C.J. CONCRETE SLAB PER PLAN ¢ v na J a� -` - -. . - - . ,• _ -� .- ,�a• J REQUIREMENTS. _ BLOCKOUT WALL AND CENTER U •e: °: �•, ,- .. - <-• U I I SHEATHING PER PLAN DOES •` _ iv 4. ALTERNATE DIRECTION OF HOOK I NOT OCCUR AT SIMILAR) B I THICKENED SLAB •, = •' ♦ °_' INTO FOOTING I (� I _ _ _ ^ SLAB BLOCKOUT it 3V/. t.PF S S�t3 ,e , NTS EXPIP-.C:'s: �1 4 a- • ' PERIMETER SLAB PER PLAN o WITH THICKENED SLAB EDGE, I : • - 5 - i • MIN (2)#4 TOP AND(1)#4 BTM + .3 W .• Id #4 X T-0"SHEAR DOWELS AT _ _ ...2i.:_ '.f. +•3 ?' _ _ '• a ' %•'•',; _" COMPACTED SAND OR t, • 24"O.C.SEI IN EPDXY W ITH A .;_ I =' =' GRAVEL BACKFILL, DO : ra�' ~ a • • : 4"EMBEDMENT " ' 1/4" BEARING PLATE "_ NOT FILL WITH CONCRETE 3/4"THICK U.O.N.ON • �' ° �' •• RETAINING WALL SCHEDULE 'i FOOTING SIZE AND 6 - .. - :- ff.a` ,a-- :;.; '., d PLAN WITH(4)3/4"DIA x T(STEM) MAX HEIGHT W D A'BARS B'BARS C'BARS D'BARS " - REINFORCING PERe 1=' a O 6"EMBED DRILLED S7.1 ',`.,.a '°' EXPANSION ANCHOR THICKENED SLAB WITH 3"CLR T-3" 2'-0" 12" #4 @ 16"O.C. #4 @ 12"O.C. NONE (3)#4 =• - •' :�``. .< I:. ;., . : c = ' - ' . .e iv BOLTS (3)#5 BOTTOM AT INTERIOR U ' • - +- SEE SCHEDULE FOR 2'-0" .. - ••. • .. •n -., ,. " 3)#4 TOP PER PLAN °• ° ' • -' - FOOTING SIZE AND BEARING WALLS •,q•',' '�• '•`• �• - -..e REINFORCING 5'-0" 3'-0" 12" #4 @ 16"O.C. #4 @ 12"O.C. #4 @ 16 O.C. °` - • - ° 4 0 6• (3)#4 BTM :S -•. 6'-0" 4'-0" 12" #4 @ 12"O.C. #4 @ 12"O.C. #4 @ 16"O.C. (4)#4 TOP n•- ' 6• ° ;° , °: .e... r •e. (3)#4 BTM T-3" 2-0" 14° #5 @ 16"O.C. 95 @ 15"O.C. NONE (3)#4 : a,.,'y ; , ;• - . • °'' NOTE: U _ = AT CONTRACTOR'S OPTION,CAST ANCHOR BOLTS W ITH COLUMN BASE PLATE 8 5'-0" 3'-0" 14" #5 @ 16"O.C. #5 @ 15"O.C. #4 @ 16"O.C. (3) TOP MINIMUM 1 1/2"NON-SHRINK GROUT PAD MAY BE USED. 1"=1'-0" (3) BTM III- III MATCH DRILLED ANCHOR BOLT DIAMETER AND EMBEDMENT. 2 6 RETAINING WALL DETAIUSCHEDULE 7 RETAINING WALL DETAIL AT STAGE 8 TYPICAL INTERIOR COLUMN FOOTING AT BLOCKOUT 9 INTERIOR THICKENED SLAB S1.1 1"= 1'-0" S1.1 1"= V-0" S1.1 1^= r-o" S1.1 1"- r-e Q ZO Ur Ur � 6"SEISMIC JOINT I-- O EXISTING NEW BUILDING BUILDING EXISTING VENEER CONCRETE SLAB _ I PER PLAN SHEATHING PER PLAN AND U I SHEARWALL SCHEDULE INSET FLOOR PER ARCH STUD WALL PER PLAN AT SIMILAR CONDITION STUD WALL PER PLAN T I COORDINATE DIMENSIONS AND T� SEE PLAN U Z PROVIDE HOOKED BARS TO I e e . ,. , MATCH TYPICAL SLAB I I' SHAFT WALL PER ARCH OTHER REQUIREMENTS WITH , ,.• . . -; W REINFORCING SIZE AND I I ARCHITECTURAL DRAWINGS (2)#4 BARS AT TOP PER ARCH RECESS AT STAGE FOR iv a `-< }/ U (� 1� I FLOORING-SEE ARCH ° R .••'a.', ,e .•t•-_ - SPACING AND(3)#4 x CONT METAL STUD PARTITION •, "'. THICKENED SLAB EDGE WITH •'•-' .:•: ="�: '"'�.' M ° _••''--' BARS AT FACE OF STEP WALL PER ARCH " . .', : -•- J I i I I- (2)#5 x CONT AT BOTTOM _ - - - - - --- -- - -- _ e - •, :, : ; COORDINATE DIMENSIONS AND ya: `- SEE SCHEDULE FOR O z m I SLAB BELOW �a OTHER REQUIREMENTS W ITH • ti. a '' ASO ► - „ - #4 AT 12"O.C. ARCHITECTURAL DRAWINGS - q• _ - e,: - •' •••• ' :,- _ LLJ FOOTING SIZE AND <' 2°CLRi + U I CONCRETE SLAB '' Pa_: EACH WAY • Z REINFORCING ` ' ' . a a l- t: ..Y. :'c;+• a:i.. -Q•' _ Q i� I I PER PLAN ;.: .: ` 4 ,-°. : Ce , w d••.• �� TYPICAL SLAB": ;-` CL •• '•.'V T: •� ` _ to I I •• °'`! • O REINFORCING r w CONCRETE SLAB AND °• C G- - _ n a` d I I I - U U REINFORCING PER N I - . LA TYP CAL -I I ( PER PLAN ;;•,:' ,w• _ _ -,- _ •.: - `" - v';: a. . r�SEE PLAN ; • e - • • a, . . - HEAW TOOLED - •�. V - GROO ES FULL WIDTH _ '•e _ - .a .-:,:. o ' =;:-'. - ;:•�,� '- - t'�SLABREINFORCING :. � 1 :aY:j. : i.e'• +` 1 •. AT EACH TRIED :e e - a= -UNDISTURBED EARTH • `I :. : _ - PER PLAN �•� �• a:•:. ' b t'''l• I I _ •� _ f �-RETAINING/STEM e ::�.• •"' ° = - J II I WALL BELOW AS a CONCRETE STAIR AND _ „e,-• , e - :Y•!••: :,".:•.�I.:..,.THICKENED '• •• _ = •• e I' OCCURS PER PLAN _ _ #4 NOSING BAR AT EACH REINFORCING PER p ' ' -_•`• : ' ;' ',:: '<• - -:;:1' EDGE OF SLAB :,= •'+': ••�:•' ' r: �'�' TREAD WITH DOWEL TO 12 MATCH FOOTING _ Sl.l , 'd r - .°: REINFORCING AND v J 3/4"RADIUS MATCH INTO CONCRETE e s• • - _ _III- PROVIDE STANDARD NOSING < WALL BEYOND I I Ii- HOOK EACH END MINIMUM REVISION DATE REASON FOR ISSUE 10 THICKENED EDGE AT INTERIOR SLAB STEP 11 SEISMIC JOINT DETAIL AT EXISTING BUILDING 12 STAIR DETAIL 13 STAIR DETAIL-AT STAGE 14 CONTINUOUS FOOTING STEP 4-26-13 ADDENDUM N0.1 S1.1 1"= V-0" S1.1 V,= 1'-0,. S1 r1 3/4"= V-0" 51.1 1"=1'-0" S1.1 1^= 1'-0" 2 24-13 ADDENDUM NO.2 N Q Q 11/2" 1 1/2" + + # ~1/2"EMBED PLATE x WIDTH TO 6" CONCRETE CANOPY WALL WITH MATCH STEM WALL SURFACER #4 AT 12"O.C.EACH WAY AND COLUMN PER PLAN WITH 1/2" WITH 5/8"DIA x 6"NELSON (2)#4 AT END EDGES AND TOP BASE PLATE,FOR ADDITIONAL a STUDS AS SHOWN INFORMATION SEE(@ IL EQ EQ S1.1 + + + OPENING JAMBS OR "L COLUMNS PER PLAN #4 x 12"DOWELS AT 12"O.C., BLOCK OUT AND GROUT N % ALTERNATE HOOK INTO FOOTING i i FILL AS REQ'D 1/4"SIDE PLATES WITH HOLES N FOR(2)5/8"DIA A325 BOLTS WITH NUTS a I REINFORCING PER PLAN 3 4" EXTERIOR SLAB ON TYPICAL SLAB GRADE AS REQ'D I I 1/4 TYP I N I I NOTES: e.. o • .o... , - _ -, •, • ° ,• -a. ; rj, 'a• COMMUNITY CENTER Z @ I N i 1. END OF WALL AND CORNER .•.:1 < , : . .• .. -A •, ( e �.- . CONDITIONS-OFFSET POSTS ON ., :�.• i FOUNDATION DETAILS a FOOTING SIZE AND o "• ,a. •• - EMBED PLATE AND PROVIDE MIN :"<"'•7: •: i.:+-,:'•;•t '•' _ '_•• '-° •• •e REINFORCING PER PLAN .e "- ol r ' _ '.n •' -o-; 4"OF 3/16"FILLET WELD EACH < DE OF POST TO SIDE PLATE OIR EMBED AND REMOVE BOLTS •< =2 _ "°- ; AFTER ROOF CONSTRUCTION. 1 .° •°; ~ : t ° 2. POSTS MAY BE WELDED :'°- o :. .�' 1 U 2'-6"SQUARE L m PROVIDE THICKENED SPREAD m USINGT IDEPLATESDS IN LIEU OF 'a a. •}; FOOTING AND ADDITIONAL w 3. TYPICAL REINFORCING NOT _`: ° REINFORCING PER SCHEDULE SHOWN FOR CLARITY 0 0 15 PERIMETER POST BRACE DETAIL 16 CANOPY CONCRETE WALL FOOTING DETAIL 17 THICKENED SPREAD FOOTING AT INTERIOR COLUMNS DATE REVISION E 3 S1.1 1"= 1'-0" S1.1 1"= 1'-0" Sl.l 1"= 1'-0" 03-01-2013 2 0 D PROJECT NUMBER SHEET NUMBER a 20120263 N 03-01 -13 PERMITS T As odcated EQ EQ CL COLUMN BRACE ROOF JOISTS G I ` BEAM PER PLAN I I ELEVATBRAION y I AS OCCUR PER -7� /1/ / i\ 1 I j PLAN,TYPICAL F a 1 I COLUMN PER PLAN COLUMN PER PLAN _\• I / TYPICAL I VA j I BEAM BOTTOM FLANGE BRACING PER 7 r \\, 2 I ' LOCATE PER ROOF S2.0 6 IIr PLAN /�/,Q S2.0 \\\ I - / / COLUMN 3/4"x REQ'D GUSSET PLATE #4 INVERTED U-BARS ADJACENT TO / / ti , N AND 6OTRANSVERSE,ALSO SEE(-3 TM As- 3/4"x REQ'D BASE PLATE WITH(6)3/4"DIA x 6" � I I I /�// 1/4 7 TYP - � COLUMN .' �- .I- -:� -�' ..,� ; ,:.. i_• •- 1A 18 NELSON STUDS AND(4)#6 w I / 114 7 - I . `;° - ° S2.0 52.0 d BASE PLATE ANCHORS PER OR x3'-0"BARS(PROVIDE 12" ¢ Q 1- I COLUMN,GUSSET,AND , HOOK WHERE FULL 7 1/4 1/2"MIN I :6" 6"• 6" . / t , BASE PLATE PER f j LENGTH NOT POSSIBLE) 30,p, TYP 1A C(R M/ 1LI E OF CO CRETE I 3/4"BASE PLATE WITH(6)1"DIA I S2.0 "' n REQ'D f'. NOTES: Af k Oi l l: MV:I'Sa I SLAB PER PLAN ASTM F1554 GRADE 55 THREADED O; ' O ' ' O 6" 6" 6" 2"MIN I 5/16 WASHER(2) ROD CAST-IN-PLACE ANCHORS a 1. TYPICAL PIER REINFORCING I VARIES 1// !\� -- - - - - - - - - -- - - - --- a 5/16 SIDES ONLY N DETAILS PER q AND 5 ! ' BASE PLATE CONFIGURATION e e j I A W P PER A 52.0 52.0 , : =. ._ PLAN ° • , 1 1- :•' j 1 : ::l i :"- 1 1 • • '-i la; ` . •°. • : m % 11 I 1 f •'1 1• . ,;9 i•- ° _ a 6720 SW MACADAM AVENUE,SUITE 100 9 _ \\ -_ a Q < „ O fl : -: 0 r; Q 2. ADDITIONAL ANCHOR REINFORCING } --^' ,� - " _ ; i. ; :r I1;.: i- - iv NOTE: _'•. 1 1:- : I f I + •I f :e - I [ •- FOOTING OR PIER AND ' AT FOOTING CONDITION,SEE PORTLAND,OR 97219 C I / � a ' - _ FOR ADDITIONAL ANCHOR REINFORCING p I I'- = I I :- i I i I,.` I r•° ey FOOTING AS OCCURS -? %= ; , / °:. Lf • ':. L°� :"15': �• !2, 6", '� T 503-245-7100 - . a-. SEE p AND g io 'Z• I w;: _I 1. : a 1 '4 1-; i r •% _ a _ 3 1 I ! I _ ;A gll r' II .;.• } 6• : i1r .� .., • „i = a, S2.0 1 I :A FOOTING OR PIER i I_•- r, a _ e 1 lA S2,0 52.0 I I I 4 : .a,- I t ' + - ••e > 117 SOUTH MAIN STREET to -. •'< - _ - . <°�- � _ a � • •-.••<' -. ,SUITE 400 1 / I a% r ;i AND FOOTING AS %I I I I : i 'I I , I %< 3/8"PLx3"x3"WASHERS '<'' •`e- ' 52.0 CONCRETE SLAB S2.0 \ f• ° : y ' i 1 I '7/16 . • ;- -e;•• SEATTLE,WA 98104 �C 1 PER PLAN I a ;" OCCURS WITH DOUBLE NUT p •: 1 1 1 e I I I I' :1I e1I ,: - _ T 206-576-1600 __� --��� r '- �;'.•, •, 'a-�•- �° : ` ,•• •%' .•++d:,, - U .• t e•- °'• •.< - • •a',• ©ANKROM MOISAN ARCHITECTS,INC. PER PLAN •' o •a .. 3' A Q H BRACED FRAME ELEVATION 1A BRACED FRAME DETAIL- BRACES AT COLUMN BASE EMBED PLATE 1 B ALTERNATE BRACED FRAME COLUMN BASE DETAIL - CAST-IN-PLACE ANCHORS 2 BRACED FRAME ANCHOR REINFORCING - PLAN 4- CON S U L T I N G 52,0 1/4"= 1'-0" S2,0 1"= 1'-0" 52.0 1"=1'-0" S2.0 1"= 1'-0" ENGINEERS FOOTING BELOW 3933 SW Kelly Q Portland Oregon 97239-4393 nue PER PLAN CL NOTE: COLUMN& ANCHOR REINFORCING NOT SHOWN FOR 8 503.222.4453 vimk@vimk.com8 FOOTING CLARITY,SEE DETAILS 2 OR 3 503.248.9263 Www.vlmk.com - - - -- - - - -- - - - - - - - -- - - -- -- -- -- - - -- - - - --- PER PLAN S2.0 S2.0 I I T3� COLUMN PER BEAM PER PLAN 221 1/2"MIN COLUMN CENTER BASE PLATE ON FOR BRACED FRAME AND7i PIER AND PROVIDE MIN.3" ' 4 I I BASE PLATE INFO SEEeR-0" EDGE DISTANCE AT ENDS 1A 1 B R �PRflhF BRACED FRAME COLUMN i 1,_3„ MIN 1, 9„ I Q W.P.P AND BASE PLATE w I #4 TIES PER a FOR RETAINING (3)#4 TIES AT TOP - _ - - - - - - - - _ 1 S2.0 I WALL AND S1.1 - - - BEAM 5 �{ 1"+/ HIGH STRENGTH GROUT i , , i REINFORCING SEE 1/4"STIFFENER IDE y. #4 X 36"I I INVERTED U-BARS AT z _ - - - - - a a' �; e • _ _ m a-, e c TYPICAL T 10"O.C., 3/16 / \ PLATES BOTH S S V9 \ GON U EACH SET OF ANCHORS PLACED 0 w ' `• ) •: WELDED EMBED J QZ PLATE BARS PER 1A i OVER U-BARS IN OPPOSITE O : ,. COLUMN PER PLAN WITH T I o Q2 W z + ° .a:¢ BASE PLATE P OR C r - - - - - - - -- - - - -- DIRECTION. b , B PLAC ORS S 16 #6 x 2'-0"HOOKED \ 1/4 7 U ER 1A OR 1 AS N 2.0 ¢ - I GRID - - S2.0 S2.0 PER EBNCH - REINFORCING,SEE q 1/4 TYP - ? NOTE: ! K io a - Q _ _ 1/4 / 1 1 -I'• b AT FOOTING CONDITION BEND TAILS W n a• RETAINING WALL AND S2.0 •° S2.0 _ / HORIZONTAL WITH MIN 3"CLEAR C7 • . FOOTING BELOW PER Sl.l a CONCRETE FOOTING PROVIDE#4 TIE WITHIN 5"OF W a'„ :a•:, AREINFORCING TOP OF FOOTING .•I I' -•I 1. _ - ° - AND / \ r - it L. I a + 1 PER PLAN (2)#4 x 2'-6"AT EACH s 1 ' - I I •°,' - ' ., ROW OF ANCHORS %e •a.. .a :.• .a. 'a~ ••a t - !, c - _ / I ♦ \ '.8"MIN': - "<•: • - _ ,,HOOK 1 -.- a.- z / / / 3/4"xREQ'D �••' ,'4- .-i ••-? ' z , I 5 REINFORCING PER a •O-� :.-a . F'• I a° ' -°-; •'• '.>" -/' /' GUSSET PLATE - I S2.0 TYPICAL S2.0 ,: i. : .•. , :a ; -W A \ \ �a - e_ '•d�` `.FOOTING CONDITION I I ° '° `<, ' P '° ^ ••a,- , • -`-`- '• //' BRACES PER \\ \ ELEVATION \\ •'..- ". PIER CONDITION I I BRACE (r BRACE a NOTE: ` - - - --- - - - - - - - - - - - -- - - - - - - - - -- -- - - - - -- -- 3"CLR PER LAN TYPICAL PIER/FOOTING I PER PLAN REINFORCING NOT SHOWN RUN TYPICAL REINFORCING THROUGH A2 COLUMN TYPICAL WALL FOOTING BEYOND 3 BRACED FRAME ANCHOR REINFORCING - SECTIvN 4 BRACED FRAME FOOTING DETAIL - PIER PLAN 5 BRACED FRAME FOOTING DETAIL -SECTION 6 BRACED FRAME DETAIL - BRACES AT BEAM 0 O S2.0 1"= 1'-0" S2.0 3/4"= V-0" S2.0 1"= V-0" Q C� 0 of F- O JOIST PER PLAN PROVIDE STUD _ BLOCKING AS REQ'D y BRACED FRAME BEAM TOP AND BOTTOM HEADER PER PLAN AND SCHEDULE PER PLAN,ALSO SEEeq 3/16 3 S2.0 O = F- LMIN ULENGTH OF WALL,TOP AND�: MIN >I BOTTOM,WITH#10 FASTENERS 2 ,L Q Q p AT 6"O.C.STAGGERED AND#10 C - L4 x 4 x 318 SPANNING W I SPACED 2"O.C.TO HEADERS J _ 1 BETWEEN JOISTS WITH p U AND SILLS 2 m I VERTICAL FLANGE COPED w Cn Q O Z r. FOR CONNECTION TO JOIST �> zj _ W - - - 3/16 2 L3 x 3 x 1/4 BRACE o ¢I I) - -- - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - LOCATED z OPENIN_GPERARCH �� Q - - - - - - - _ - - - - - - - - - - - - e zI O - - - - LOC PER PLAN 1 - - - - - - - - -- IL STIFFENER AT JOIST PER S32 g WI O (� - a 3/8"PLx6"x6" a 2 NOTE: 6„ FOR FRAMING AND CONNECTION 2 INFORMATION SEE DETAIL 1 AND 2 MIN (� B.F. BEAM BRACE PARALLEL TO JOISTS 3/16 2 Q MIN 1 6" IF JOIST PERAA AA S3.1 53.1 ` L3 x 3 x 1/4 BRACE AT PLAN BEAM QUARTER POINTS J i PER PLAN I SILL PER PLAN AND SCHEDULE 1 I DO NOT SPLICE AT OPENINGS (2)#5 CONT. 3/16 I Q 8"CMU WALL B.F.BEAM BRACE PERPENDICULAR TO JOISTS I , HSS10X6X1/4 REVISION DATE REASON FOR ISSUE (SOLID GROUT) 2 6-24-13 ADDENDUM N0.2 i 1 7 B.F. BEAM BRACING DETAIL B TYPICAL WALL OPENING AND STRAPPING ELEVATION 1 #5 AT CAL O.C.MAX S2.Q 1/2"= V-0" _ VERTICALANDAT S2.0 II ' CORNERS I - I � 2 1 S3.1 r. ljl TYP I I 8"CMU WALL BUILT-UP JAMB OPENING N (GROUT SOLID) (2)#5 AT 32"O.C. 7 z I PERQ2 PER ARCH z ;D HORIZONTAL S20 a #3 TIES AT 8.O.C. m a I ng. FULL HEIGHT ' i4 '' • #4 DOWEL Z-6"X V-8" CMU WALL W m a , 0. INSIDE HOOK DOWELTH EACH CELL R p 1 JO 4"MIN.CONCRETE ' U I U SLAB WITH#4 AT HSS6X3X1/4 24"O.C.EACH WAY (2)#5 CONT. 1 ! I OAREISEGRADE- t COMMUNITY CENTER _ CHAIN LINK z 1 a GATE POST CHAIN U I NK T.O. SLAB Z .: .f PER ARCH P ST&IGATE ELEVATIONS & DETAILS _ 4"MIN.CONCRETE SLAB EACH WAY PER ARCH WITH#4 AT 24"O.C. wd CHAIN LINK GATE i N I � T THICKENED SLAB EDGE c •"- RAKE JOINT TO MATCH SCORE IN CMU,TYPICAL a •a (1)#4 TOP AND BOTTOM DATE REVISION Awk AM 03-01-2013 2 0 a C WINDOW FRAMING AT WEST_ WALL 8 TRASH ENCLOSURE WALL SECTION 9 TRASH ENCLOSURE CORNER SECTION 10 TRASH ENCLOSURE WALL PROJECT NUMBER SHEET NUMBER a 112"= 1'-0" 20120263 „ S2.0 3!4"= 1'-0" 52.0 1 1/2"= 1'-0" S2,0 3/4"= 1'-0" ^ ■ 0 N 03-01 -13 PERMITS T SCALE L As Indicated h h 0 0 LINE OF MECHANICAL UNIT, L6 x 6 x IC BELOW *MIN1/4"'3)SIDES LL I I 0 SEE MECHANICAL DRAWINGS MECHANICAL UNIT VAw ffi"�"% FOR CURB DETAILS CURB, U.O.N. _ __ A � OPENING IL COPE VERTICAL 1"MAX I FLANGE AND BEAR ON JOIST L4 x 4 x 3/8 TYPICALMA TM 114 I JOIST/BEAM MA AWA PER PLAN 1/4 I �. � w I` COPE HORIZ LEG AS 1"MAX DUC O' SECTION REQUIRED,TYPICAL Ankrom1Olsan " OPENING p A 1"=1'-0" 0 0 - - - - -- --- - FRAME DUCT OPENINGS WITH G H J K L M N O L3 x 3 x 1/4,ROOF DECKING TO 3116 1.5 6720 SW MACADAM AVENUE,SUITE 100 BE CONTINUOUS BELOW UNIT 1/4 PL 114 x 5 x 5 r-6" 22'-6" 22'-6" 22'-6" 29'-0" 7'-6" 15'-0" PORTLAND,OR 97219 EXCEPT AT DUCT OPENINGS, VERIFY ALL OPENING SIZES I T' 503-245-7100 AND LOCATIONS WITH 1!4 3 Imo-JOIST/BEAM I I 2 I I I L 22'-6 L p 117 SOUTH MAIN STREET.SUITE 400 DUCT MECHANICAL DRAWINGS. 1/4 I I I 53.2 I I I I I I � SEATTLE,WA 96104 OPENING 0- 3 © © I I I O T 206-576-1600 _ d J ANKROM MOISAN ARCHITECTS,INC. L6 x 6 x 5116 BELOW UNIT CURB �1 SECTION ---- - _ _ --- --- ---- - --- 1 n r W 14X26 - -W 14X48'- - - - 9 W 14X26 I6 in (UNLESS CURB OCCURS OVER JOIST) 1 , I I I , 53.2 TYP 53.1 2 Q - ---- - - 7 1 53 2 OPP I 52.0 I S3.2 Uy 1 2 11 EQ EQ EQ EQ O ZOO I B TYPICAL ROOF OPENING PLAN - MECHANICAL UNITS *PI�A L ROOF OPENING PLAN - SMALL OPENINGS , -o" V-0" 153'2 O �c� I i CON S U L T I N G x ENGINEERS ' " X I I '' - N �J(r\- �1,� ^ ) of l is Low o I I 13 3933 SW Kelly Avenue I I Q S3.1 ROOF N M I I , T� 53.1 I N Portland - Oregon 97239-4393 A B C D E F I O I 503.222.4453 vlmk@1►Imk.com �� 4 HIGH 503.248.9263 www.vlmk.come 11 S3.1 p5 G\0 53.2 ROOF I U- 1 20'-0" 1 25'-0" 1 15'-0" 1 32'-6- 1 22'-6" 1 22'-6" 1 I I S32 LOW vi- I O I 1 ROOF W14X22 ABOVE O A Lc;T j I I W 16X26 BELOW 29 PSF SD I l o11 ED E- JAMBS g HIGH 10 TYPAT I I I I I I I I ) S32 1-1 ROOF S32 wl I S3.i I I 1 I I CANOPY 2 --_= CANOPY BELOW I I I O I - I v R GON ,�7'-9" 5 13 53.0 7 LOW m I y 9! Z a I------------- --------+----- _11 52.D I I �O ROOF a i 12 Q ' ® - O I I 1 1 v l I 1 p:5� G`ZO °- of l I I `O , - M �p�� I3 - - -------- - - --- `� ROOF FRAMING, �� l N vEKPi3�E$. _S ?J)51--�1 SEE NOTE 7,TYP 0 0 I ( - 1 f 1 E F I Fl I _ 06 OrO I OrO I O6 OfO OcO 1 F j 7 LOW . o A s3. ROOF is I I a I S3.1 I I 1 ( I I 1 I I ! I I 1 I I OG s 0U' Z tm- 3 HIGH o j l 1 0 0 ao IQ_ R ROOF o C I I W16X31 1 li W24_X55 O w I CONTINUOUS 8005200-54 x 18' - ---- - - -- _-_ --- - - - - - - - - I �° ( z "j.2 I ' 531 I MINJOISTILEDGERATTACHED , , , 4 9 --I-- -------- ----- - 16 JR0 I I O QaTO WALL PE 16 I I I S3.t 53.2 I I a I yF 1053.1 SIM HEADER BELOW PER S3.0 LOW O G 5 / @ � LOW is v 1 PROVIDE DOUBLE 2D 1 I t 1 1 I 1 S32 ROO N v OPP S31 > , 1 c t2 X Ll l I I I I MEMBER AT SPAN PER S31 I I I I I O m c Sg•1 o OOS200 43 @ 1'-4' I I 120K @ 7'-6" I 1 36LH @ 7'-6" I I I O� QO ¢ I l I 20 12 (360I210) I (360/210) w I I OSE G10 cli N I I m (V LOW a 55 PSF I N 7 1- - - SS10X6X1/4 ROOF SD \\J� 19 I Q1 UTURE OPENING I I QS 05 I , 6 53.1 4'_y.. 18 I BELOW-SEEe 16 13 I 5 I - 1 I ��, �O OPP s3.2 53.1 SAD S3.1 S3.1 S3.1 - - - v I I TYP AT I I , 1 O.�CI` 53.2 55 PSF 29 PSF 13'a 0" 1 CID20K@7'-6" - I JAMBS -- ---- -_- --�- _ _ SD C X --- -- - SD W14X22 ABOVE SD --- --- -- -- o Q Z S2.0 I I t T I O z I I I 9 TYP 1 . z i_/ W16X26 BELOW o I J I < Ur io O L� f . l I Y lO I Q 1.1.1 T ' (360/210) Q ' 1 I 1 13 -0" � O N I I I 13 l i 6 I 6 I I I 1 1 52.0 , HIGH N `° 53.1 I I V 16 1 I S3.1 , I I x I I rX S32 ROOF M l N 17Q S3.1 S3.1 I 53.1 SIM ! I 53.1 1-11II ( I 3, m N' l I i IY I 13 LOW 9 - - --- - �_ I ------- - -- 16 53.2 I I I I S3.1 ROOF I I 0 z W16X31 - - - - W24X55 - - - ,- t0 I I 10 U- L - - - I , o _ U W 7 OPP 15 LOW 0 l 12 I t o I 1 S3.2 I S2.0 I ( S32 53.1 ROOF io r O �� I 1 U - �� (� (� ip I 53.1 I I 1 12 ------------ -- - --- -- -- - - - S3.1zb O I 800S200 43 @ 1'-.4- I 0" 4 3 I TMP 9 I W 1 IX48 I I W 14X26 I O I 53.1 I m J II I 53.1 1 S3., I -_ W14X26 53.2 -- ------------ ----L- - -----1-- 11 Q O j m 2 - - - - - - - -- - - _ 11 111 � Inll 11 11 11 ll -I-- -----Z10 m UJ ;--- -- QBELOW I 53.1 I I I I I I I I 2 I I I I U �/ / (� Q a LLL NEW HEADER AT 53.2 EXISTING PER 10 i L o U i1c) A ROOF FRAMING PLAN REVISION DATE REASON FOR ISSUE ROOF FRAMING NOTES ROOF FRAMING LEGEND JOIST DESIGN NOTES: 2 6-24-13 ADDENDUM NO.2 F G H 1) CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH 6005162-43 STUDS AT 16"O.C.UNLESS OTHERWISE 1) JOIST DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL CONCENTRATED ARCHITECTURAL DRAWINGS. �'-`- NOTED ON PLAN. LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER MAINS AND MECHANICAL LOADS: 2) DESIGN LOADS: 800S162-54 STUDS AT 16"O.C.AT WALLS AROUND -600 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD I I I DEAD LOAD = 20 PSF+ADDITIONAL POINT LOADS �r 1r-Ir n- AUDITORIUM AND AT 12"O.C.WITHIN 10'-0"OF -300 POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD SNOW LOAD = 28 PSF(SNOW)+DRIFT(Is=1.1) CORNERS,UNLESS OTHERWISE NOTED ON PLAN. -1,200 POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD I SIM I 78 OF THE 28K STAGE JOISTS. 7 1 7 7 I S3.1 LIMIT JOIST DEFLECTION TO LU360,TL/240 O SHEARWALL WITH SHEATHING AND ANCHORAGE 53.1- ---I 53.7 S3.1 LIMIT GIRDER DEFLECTION TO TL/240 X PER SCHEDULE SHEET S1.0. W HERE'STRAP'IS 2) ADDITIONAL JOIST LOADS INDICATED ON PLAN MUST BE ACCOUNTED FOR HSS12X4X114 INDICATED, PROVIDE STRAPPING PER g IN JOIST DESIGN. - -- , a 3) STEEL ROOF DECK TO BE 111120 GAUGE VERCO TYPE'HSB-36'OR e -- -r ASC TYPE'B-36'. LAYUP TO BE THREE-SPAN MINIMUM. WELD EACH 52.0 3) JOIST BEARING DEPTHS TO BE 2 1/2"FOR SERIES JOISTS AND 5"FOR DECK PIECE TO SUPPORTS WITH 112"EFFECTIVE DIAMETER PUDDLE 'LH'SERIES JOISTS,UNLESS OTHERWISE NOTED. WELDS AT(5)LOCATIONS AND 18"O.C.AT MARGINAL MEMBERS AND `� SPAN OF METAL DECK PER ROOF FRAMING NOTES. BUTTON PUNCH SIDELAPS AT 18"O.C. (390 PLF ASD CAPACITY BASED 4) AXIAL LOADS IN TOP CHORD OF JOIST IS 3.0 KIPS, UNLESS OTHERWISE I 7C COLUMN PER FOUNDATION PLAN. 53., HEADER BELOW ON 7'-6"SPACING). NOTED (ALLOWABLE STRESS DESIGN). AXIAL LOADS TO BE m 1 6DOS200-54 7'-4" PER TYPEOI TRANSFERRED THROUGH BEARING SEATS UNLESS OTHERWISE NOTED. rn X AT COLD FORMED STEEL JOIST FRAMING ATTACH IN SAME PATTERN ® INDICATES HEADER AND JAMB AT OPENINGS PER = v USING#10 TEK SCREWS DETAILSe AND e 5) 7.5 PSF NET UPLIFT ON JOISTS. D , t3 S3.1�fl I S3.2 " Pd S3.1 53.1 6) COORDINATE JOIST BRIDGING LOCATIONS WITH HVAC. ADDITIONAL LOAD DUE TO SNOW DRIFTING. DRIFT I (5 ATTACHMENT LOCATIONS) LOAD IS IN ADDITION TO THE TYPICAL UNIFORM SNOW LOAD SHOWN ON PLAN. GIRDER DESIGN NOTES: COMMUNITY CENTER I 1 4) AT CONTRACTORS OPTION,ALTERNATIVE SIDE SEAM CONNECTION PARAPET STUD 1 I y (PUNCHLOK-VERCO,DELTAGRIP-ASC)MAY BE USED IN LIEU OF Wd Pd =MAXIMUM DRIFT SURCHARGE FRAMING ABOVE 111T T I 1) GIRDER DESIGN TO INCLUDE THE FOLLOWING ADDITIONAL 1 1 S3.1 me BUTTON PUNCHING. THE ALTERNATE CONNECTION MUST MATCH OR Wild OF DRIFT CONCENTRATED LOADS AT TOP AND BOTTOM CHORD FOR SPRINKLER ------------ ------------------------------ ---------- ROOF FRAMING PLAN EXCEED THE DIAPHRAM VALUES PROVIDED VIA THE SPECIFIED BUTTON 5 ---- - ___________-- ---- --------------------- PUNCHING. _______ -MAINS -- ------------- ---------- -L,' PUNCHING. CONTRACTOR SHALL SUMBIT FORMAL REQUEST FOR +EOE ADDITIONAL POINT LOAD ON JOIST OR GIRDER. 3000 POUNDS LOCATED AT ANY POINT ON THE TOP CHORD HSS12X6X1/4 HSS6X6X3/16 m CHANGE IN WRITING TO VLMK ENGINEERS FOR FINAL APPROVAL. Y1} �� LOAD APPLIED TO TOP CHORD U.O.N. -1000 POUNDS LOCATED AT ANY PANEL POINT ON THE BOTTOM CHORD COLUMN PER I 8 5) AT CONTRACTOR'S OPTION,HILTI DECK NAILS ESR-2776 MAY BE USED + F ( )INDICATES UPLIFT LOAD FOUNDATION PLAN, ( ) 2) ADDITIONAL JOIST AND GIRDER LOADS INDICATED ON PLAN MUST BE TYPICAL c TO ATTACH THE STEEL ROOF DECK IN LIEU OF WELDING. HILT[ ( // / DESIGN UNIFORM LOADING FOR JOIST IN POUNDS 2 ACCOUNTED FOR IN GIRDER DESIGN. ENGINEER SHALL BE RESPONSIBLE FOR SELECTING THE APPROPRIATE ) PER LINEAR FOOT(TOTAL LOADILIVE LOAD ¢ NAILNG PATTERN TO MATCH OR EXCEED DIAPHRAGM VALUES PROVIDED (T ) 3) GIRDE BEARING DEPTHS TO BE 71/2"UNLESS OTHERWISE NOTED. < VIA WELDING.CONTRACTOR SHALL SUBMIT FORMAL REQUEST FOR CHANGE IN WRITING TO VLMK ENGINEERS FOR FINAL APPROVAL. 4) AXIAL LOADS IN TOP CHORD OF GIRDER IS 34.0 KIPS,(ALLOWABLE STRESS DESIGN). ti ENLARGED ENTRY CANOPY PLAN E 6) CONTRACTOR TO VERIFY ALL MECHANICAL UNIT SIZES,LOCATIONS AND 2 1 H WEIGHTS.REINFORCE OPENINGS PER DETAIL( COORDINATE 5 3.0 PSF NET UPLIFT ON GIRDER. S3.0 1/4"= 1'-0" LOADS WITH JOIST MANUFACTURER. S3.0 Q DATE REVISION n 03-01-2013 2 0 7) CONTRACTOR TO VERIFY SIZE AND LOCATION OF OPENINGS IN ROOF. 9 REINFORCE OPENINGS PER DETAIV'13'i OR(i PROJECT NUMBER SHEET NUMBER i, 0 S3.0 S3.0 20120263 S3 , 0 �� 6 8) CONTRACTOR TO COORDINATE LIGHTING&KITCHEN EQUIPMENT POINT -j . O LOAD LOCATIONS WITH JOIST MANUFACTURER. _ 03-01 -13 PERMIT SET SCALE J ti As indicated JAMB PER SCHEDULEGRID STUD WALL PER PLAN SCAFCO'MC550'AT 6"WALLSgo SHEAR WALL SHEATHING SHEATHING ATTACHMENTAT SHEAR AND'MC750'AT 8"WALLS TOP PER SCHEDULE PER ARCH ANCHOR CLIP WITH(4)#12-14 S.D.SCREWS WALL EDGE SCREW SPACING AND BOTTOM,PROVIDE MIN OR WELD PER SIMPSON REQUIREMENTS 2 I CONTINUOUS BENT PLATE WITH VERTICAL Q I Q�5j1 IC SCREWS EACH LEG, TRACK PER SCHEDULE,TOP 2 13 TYPICAL AND BOTTOM ANGLE AND SPLICE PER SLOTTED HOLES AND CONNECTION TO I I I I L3 x 3 HEADER/SILL 53.1 SHEAR WALL BLOCKING PERe NOT REQ'D AT ANGLE PER 13 I BUILT-UP JAMB S3.2 SIMILAR CONDITION WIDTH- TOP AND S3.1 HEADER STUD PER BOTTOM 1/4 POST PER PLAN c © SCHEDULE, EACH SIDE 114 1/4 STUD WALL PER I 114 2 I I PLAN I I � #10SCREWSAT - - - - - - - - - 6"O.C.(4 PLACES) i Q HEADER I 112" © SILL i JOIST PER PLAN WITH TIJOIST PER PLAN WITH METAL DECK PER TM • ' CANTILEVERED TOP CHORD g O CANTILEVERED TOP CHORD I © JAMB TRACK PER SCHEDULE TOP AND BOTTOM HEADER ` PLAN,TYPICAL I SIMPSON'FCB43.5' JAMB STUD PER SCHEDULE EACH SIDE 1/4 3/16 3 `� 3/16 3 Q I FIXED CLIP PER D 1/4 1 Q TYP I TYP I I DETAILeg y I Q 3/16 3 3/16 3 #10 SCREWS AT 6"O.C.(4 PLACES) 3/16 2 53.1 SHEAR WALL EDGE ATTACHMENT PER SCHEDULE 114 HSS JAMB AND HEADER SCHEDULE - - - _ BEAM PER PLAN WITH 1/4"STIFFENER BEAM PER PLAN WITH 1/4" HEADER SILL JAMB 1 • PLATES AT JOIST BEARING LOCATIONS STIFFENER PLATES AT © HSS JAMB POST Ankrb Moisan PLAN CALLOUT � I a • ' I I JOIST BEARING LOCATIONS I I I I BUILT-UP JAMB AND HEADER SCHEDULE A e c _ _ _ _ A �� PER PLAN PER ARCH P' SIMPSON'FCB43.5'FIXED CLI 1 HEADER SILL JAMB ® HSS6 x 6 x 3/16 600T200-54 HSS6 x 3 x 114 ANGLE AND SPLICE PER 13 PLAN CALLOUT JAMB CONNECTOR WITH MIN(4)#10 SCREWS I 53.1 NOTE: �A B © D 5Q 2 HSS8 x 6 x 1/4 HSS6 x 3 x 1/4 HSS6 x 3 x 114 TO EACH STUD LA ) TYPICAL TRACK WITH (3) FOR ADDITIONAL600T150-54 800S200-43600T150 43 6005200-54 6 HSS8 x 6 x 1/4 HSS8 x 4 x 114 HSS8 x 4 x 1/4 #10 SCREWS AT EACH Q , INFORMATION SEE STUD MINIMUM 4005162 43 BRACING STUDS FRAMING SIDE CLIP CONNECTOR DETAIL 13 6720 SW MACADAM AVENUE,SUITE 100 Q2 600T150-54 1000S200-54600T150-43 6005200-54 SHEARWALLEDGE NOTES: AND CONNECTION PERAT 32"O.C.MAX WITH 4)#10 SCREWS 1 S3.1 PORTLAND,OR 97219 800T200-54 800S200-5480OT200-54 800S200-68 ATTACHMENT PER 1. FOR FOUNDATION ANCHORAGE OF JAMBS EACH END 53.2 SHEARWALL SCHEDULE SEE DETAIL e=INFO TYPICAL TRACK WITH(2) 1 Q I T 503-245-7100 NOTES: 2 15 I I STUD WALL PER PLAN B #10 SCREWS AT 16"O.C. 1. FOR ADDITIONAL INFO SEE DETAIL 32•p 2 Q HSS JAMB POST BUILT-UP JAMB POST 117 SOUTH MAIN STREET,SUITE 400 LL TO JAMB USING 2 SEATTLE,WA 98104 2. USE FULL LENGTH MEMBERS ONLY BUILT UP TYPICAL TRACK WITH(2)0.145"DIA WITH MIN (5)#10 EA LEG HEADER PER PLAN T 206-576-1600 POSTS AND HEADERS. DO NOT SPLICE. POWDER ACTUATED FASTENERS AT O SEE DETAIL B PER ARCH 16"O.C.,TYPICAL AT STRUCTRAL 3. CONNECT SILLS TO JAMBS WITH SCAFCO CLIPS S2.0 STEEL ©ANKROM MOISAN ARCHITECTS, INC. PER ABOVE,TYP 1 BUILT UP JAMB/HEADER DETAIL 2 HSS HEADER/JAMB CONNECTION 3 LOBBY ROOF FRAMING AT SOUTH ENTRY 4 LOBBY ROOF FRAMING AT SHEARWALL 5 JAMB POST ANCHORAGE BETWEEN JOISTS LOW ROOF S3.1 1"= V-0" S3.1 1"= T-0" S3.1 r'= r-o" S3.1 1"= 1'-0^ S3.1 1^= r-o° IPA VA CONSULTING ENG I N E E R S ins 3933 SW Kelly Avenue z L5 x 3 x 1/4(LLV)x REQ'D WITH(3)3"VERTICAL Portland - Oregon 97239-4393 SLOTTED HOLES FOR(3) 1/2"DIAA325 TH RU- BOLTS WITH WASHERS AND DOUBLE NUTS 6" N 6"SEISMIC JOINT 503.222.4453 vlmk@vlmk.com TI/ (DO NOT OVER TIGHTEN) BEAM PER PLAN 1 1/2" 1 1/2" _ • 503.248.9263 www.vlmk.com e _ FOR FRAMING ABOVE 3 EXISTING NEW COPE TOP FLANGE AT WALL L2 x 4 x 16 GA BENT PLATE(LLH)WITH + + 1/2"PLATE WITH(4) 1/2" SEE 3 Q i BRACES PER go S3 1 BUILDING BUILDING FOR USE EITHER SIDE #12-14 S.D.SCREWS AT 12"O.C.OR HILTI DIA x 6"EMBED NELSON S3.1 0.145"DIA POWDER ACTUATED o = = 1/4"WEB STIFFENER STUDS EACH END OF BEAM PER PLAN 3116 1 1f2 B FASTENERS AT 8"O.C.TO BEAM AND#10 CONCRETE WALLS . TRACK ATTACHMENT WITH 0:145"DIA - - - - - --AT-POST-LOCATION- ---- WALLNG FRAMING CH-STUD--- �U T 1 S.D.TEK SCREWS AT 6"O.C.TO DECK $ + • • • POWDER ACTUATED FASTENERS FIELD W ELD = _ >rD PflOF� OPTION 1/4 �' S EMBED STAGGERED AT 6"O.C.,TYP EXISTING BRICK VENEER �5` GINF I I 1f4"x 5"SIDE PLATES WITH(2) I I A 1 a (4)#10 S.D.TEK SCREWS EACH 3/4"DIA THRU-BOLTS IN BOTTOM ` rf 1 b I END,TYPICAL I SAWCUT HORIZONTAL SLOT L3 x 3 x 1/4 x 0'-8" . . , . OF 2"VERTICAL SLOTTED HOLES I 3/16 4 a _ _ _ _ AT CORNERS 1/4 % PER ARCH TO TET IN'NEW L6 x 4 x 5/16 1" 1 1/2"TYP , 1 I , 600S162-43 AT 16"O.C. COLUMN PER PLAN (LLV)LINTEL ANGLE TO SPAN R ON A CANOPY BEAM L3 x 3 x 1/4 CLIP ANGLE TOP NEW OPENING+8"BEARING ✓g p'z METAL DECK ¢ Q a EITHER SIDE PER PLAN I METAL DECK PER PLAN PER PLAN AND BOTTOM, EXTEND FROM �jF x Q i STUD WALL PER PLAN Pp .It „ COLUMN AS REQ'D PER ARCH � JOISTS PER PLAN JAMB POST 9� - -I 3/16 L3 x 3 x 16 GA x CONT BENT PLATE i FIELD WELD BUILT-UP HEADER AND EXPIREQ: PER PLAN I SIMPSON'FCB'FIXED CLIP AT EACH WITH(2)#10 S.D.TEK SCREWS AT •- - 114 OPTIONAL STUD WALL FRAMING - - , EACH STUD AND CANOPY JOIST SEE ARCHITECTURAL DRAWINGS JOIST AND ATTACHMENT PERe CORNER CONNECTION . a 1/4 ABOVE PER PLAN JOISTPER� 3 B • FOR ADDITIONAL INFORMATION 11 PLAN : ., �: S3.1 4x12 DF#2 HEADER WITH (2)#4 AT TOP CANOPY JOISTS PER PLAN PER ARCH � SIMPSON'HUC'FACE MOUNT I STUD WALL L3 x 3 x 1/4 x CONT #10 SCREWS 1/4 1 HANGERS TO TPL STUD w6 PER PLAN CONCRETE WALL AND LEDGER STAGGERED AT 6"O.C. POSTS I REINFORCING PER 11.16 HEADER PER PLAN #10 SCREWS STAGGER (DOES NOT S 3/16 24 OCCUR AT SIMILAR EACH SIDE OF STUD - - -- - JILCONDITION) C END DETAIL WALL AT 6"O.C. PER ARCH /,& CLIP ANGLES AND HEADER PER METAL DECK PER PLAN CONNECTION PER 2e PLAN,TYPICAL TYPICAL S3.1 6 HSS JAMB POST ANCHORAGE 7 CANOPY FRAMING DETAIL 8 CANOPY FRAMING AT LOBBY ENTRY 9 CANOPY BEAM AT POST CONNECTION 10 SEISMIC JOINT HEADER DETAIL S3.1 1"= V-0^ BLOCKING AND CONTINUOUS ANGLE GRID GRID 1/16 EACH STUD 3/16 TYP �PE 13 600T1 50-43 #10 SCREW AT 8"O.C. EACH EACH FACE SIDE,TOP AND BOTTOM i i S3.1 - z SHEATHING ATTACHMENT AT SHEAR Q I I METAL DECK 00 WALL EDGE SCREW SPACING 60OS200-54 EACH SIDE I IS UPER PLAN SHEATHING ATTACHMENT AT SHEAR L4 x 4 x 1f4 x CONT ATTACH_- O D BLOCKING Q LL.I I WALL EDGE SCREW SPACING t STUD OR i RACK BLOCKING FULL STUD WALL PER PLAN I I WITH#10 SCREWS AT SHEAR WALL EDGE SCREW SHEAR WALL EDGE SHEATHING PER - (7 w LENGTH OF WALL SPACING, SPLICE AS REQ'D WITH PL 112 x 1 1/2 x 6 ATTACHMENT PER SCHEDULE SHEARWALL SCHEDULE �z Q STUD OR TRACK BLOCKING FULL EACH LEG,CENTERED ON JOINT LENGTH OF WALL ANGLE PER531 Q 1 A SHEATHING I , I I ATTACHMENT AT 1 I PL 3/8 x 7 x 9 WITH(2) 1/2"DIA , I 3"x 3"x 16GA BENT PLATE WITH#10 I ANGLE TO JOIST 3"x 3"x 16GA BENT PLATE WITH 2 I I SCREWS SPACED TO MATCH I I #10 SCREWS AT 6"O.C. SHEAR WALL EDGE I 1 3/16 WASHERS WITH FENDER I ( )#10 I I 1 I TO LEDGER SCREW SPACING � I WASHERS ON TRACK SIDE I 1 SCREWS TO EACH STUD AND AT 6" SHEATHING EDGE ATTACHMENT. I METAL DECK PER PLAN ' r ' O.C.TO ANGLE ABOVE PROVIDE 12"LAP AT ENDS WITH(8)#10 1 V CONTINUOUS STUDS LEDGER ANGLE S.D.TEK SCREWS METAL DECK PER PLAN STUD OR TRACK , FOR PARAPET - BEYOND PER 13 , I SHEATHING ATTACHMENT TO STUD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BLOCKING FRAMING,TYPICAL -- - - - - -- - - - W S3.1 BLOCKING AT SHEAR WALL EDGE • I i NOTE:BUILT-UP (2)#10 SCREWS METAL DECK PER PLAN i i SCREW SPACING O = POSTS AND WALL Z EACH SIDE MINIMUM I I• WALL TOP TRACK, COPE AS Q I _ i U W • a TO BE BRACED AS III SHEAR WALL SHEATHING IL REQ'D PRIOR TO I REQ'D AT TOP OF WALL WHERE OCCURS PER PLAN }0 V Q it Uj SETTING JOISTS VERTICAL STUDS MUST I I CONDITION _ LEDGER TO MATCH TYPICAL COLD a BEAR FULLY TO UNDERSIDE I STUD WALL PER PLAN J _ 1 I TRACK BLOCKING TO MATCH ILFORMED STEEL JOISTS WITH(4)#10 SHEATHING PER I Q I OF TRACK BLOCKING I I I , 1 m METAL DECK PER PLAN SHEARWALL SCHEDULE I I TOP TRACK SIZE AND GAUGE Q z S.D.TEK SCREWS AT EACH STUD I = T_ JOISTS PER PLAN JOIST PER PLAN I' STOP COLUMN TRACKS AND NOTE: = LLI 1 STUD WALL PER PLAN BUILT-UP METAL STUD _ ■ e OCCURS,SEE DETAILe I I POST PER 14 JOIST PER PLAN I I I I 1 1 1 1 PROVIDE(2)#10 SCREWS AT FOR JAMB POST ANCHORAGE,WHERE (4)#10 SCREWS (SLOPE MAY EACH STUD, EACH SIDE,TOP 5 Q Q VARY) I I AND BOTTOM OF COLUMN S3.1 Q S3.1 BUILT-UP METAL � _ STUD WALL PER PLAN STUD POST PERO I I Q 0 0- I I I STUD WALL PER PLAN I T.O. HEADER OR Q5 I FINISH FLOOR0 L C) 11 COLD FORMED JOISTS PERPENDICULAR TO WALL12 COLD FORMED JOISTS PARALLEL TO WALL 13 LOWER ROOF - JOIST POST BEARING DETAIL '14*N LOWER ROOF - POST ELEVATION DETAIL tl5 LOWER ROOF - ROOF ATTACHMENT S3.1 1"= 11-o" S3.1 1"= 1'-0" S3.1 1"= 1'-0" 53.1 1"= 1'-0" 53.1 1"= 1'-0" REVISION DATE REASON FOR ISSUE 2 6-24-13 ADDENDUM NO.2 NOTES: 1. FOR ADDITIONAL INFORMATION SEE 12 114"CAP PLATE S3.1 METAL DECK PER PLAN r 2. AT BUILT UP JAMB POSTS,ATTACH LEDGER TO ' HEADER PER PLAN POST WITH(6)#10 SCREWS AND DOUBLE THE JOISTS PER PLAN METAL DECK PER PLAN I - - - - - - - - - - - - 7 METAL DECK PER PLAN QUANTITY OF DECK SCREWS AND LEDGER 1 0 SCREWS FOR 2'-0"BOTH SIDES OF POST. SIMPSON'FCB43.5'FIXED CLIP JOISTS PER PLAN ROOF JOIST AT HEADER BEYOND I PER DETAIL S3.1 11 3 FIELD WELD I I I I ANGLE AND BLOCKING PERSIMPSON'FCB43.5'FIXED CLIP OPTION 1f4 , COPE TOP FLANGE OF TRACK HEADER e S3.1 1 PER DETAIL 3 , - - - - - - - - - - - m I #10 SCREWS AT 6"O.C. BUILT-UP HEADER PER PLAN 53.1 i I CONT JOIST/LEDGER PER PLAN WITH BACK- TO LEDGER 1/4"x 6"x 6"PLATE EACH SIDE TO-BACK SECOND MEMBER AT SPAN WITH(2) 114 I #10 SCREWS AT 12"O.C. CLIP ANGLES AND ATTACHMENT o - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - I PERe N - - - - - - - - S3.1 . . _� I . . • I I I I METAL DECK a CDI t i i • I . 1 PER PLAN 3/16 3 ; ; i HEADER PER PLAN BEYOND I I • • • I I I • , -- - - - - - - - - - -- - - - - - - - - - - - - - _ _ COLUMN PER PLAN 800S200-54 LEDGER WITH(4)#10 Q JOIST PER PLAN ' (8)#10 SCREWS COMMUNITY CENTER SCREWS AT EACH STUD PER ARCH 3116 i � I 1 I I I , AT DBL STUD I HEADER PER PLAN PER LOWER ROOF AND HEADERBEAM PER PLAN ATTACHMENT 1 0 I 1 STUD WALL I 2 I UI PER PLAN I JOIST PER PLAN i S3.1 AT DBL JOIST DBL STUD STS Q I FRAMING NG JOIST PER HEADER PER PLAN L CORRIDOR I, DETAILS PLAN 0 'LQIII G Jl L G W 0 2 2 16 ROOF FRAMING DETAIL -JOISTS PARALLEL 17 ROOF FRAMING DETAIL - CONNECTING LINK 18 ROOF FRAMING DETAIL -WEST ENTRY 19 HEADERS AT POST DETAIL 20 ROOF FRAMING DETAIL - CORRIDOR 53.1 V.= 1'-0^ S3.1 1"= 1'-0" S3.1 1"= 1'-0" S3.1 1"= 1'-o" S3.1 1'= i'-0" DATE REVISION m 03-01-2013 2 0 O a PROJECT NUMBER SHEET NUMBER a 20120263 03-01 -13 PERMIT SET SCALE 3 . 1 GRID GRID GRID GRID I M ANCHOR CLIP WITH MIN(2)#12-14 S.D. i I SHEATHING ATTACHMENT AT SHEAR T Y SCREWS OR WELD PER SIMPSON I Q2 WALL EDGE SCREW SPACING I I REQUIREMENTS L4 x 4 x 1!4 x CONTINUOUS SPLICE PER 13 STUD OR TRACK BLOCKING FULL LENGTH OF WALL TYP P 3116 3 3116 2-24 FIELD WELD �•: L4 x 4 x 318 x CONTINUOUS ' S3.1 4 x 4 x 16 GA x CONT BENT PLATE WITH#10 S.D. QP 3116 3 3/16 2-24 OPTIONAL I SPLICE PER ' I I SHOULDERED SCREWS SPACED TO MATCH SHEARWALL SIMPSON'SCB47.5 SIDE CLIP Aftkt'om M.al sa-n 13 METAL DECK PER PLAN METAL DECK PER PLAN 3116 EDGE ATTACHMENT(1/2"UP FROM BOTTOM OF 2" I p S3.1 CONNECTOR WITH CONNECTIONS I Y I i p p o TYP I I VERTICAL SLOTTED HOLES IN VERTICAL LEG) i I PER 1 - - - - - - - - - - - - - - - 3/16 3 N ' I I I I I I S3.2 HSS5 x 5 x 3/16 SOLID BLOCKING I BEAM PER :1/2' ' METAL DECK BETWEEN JOISTS,TYPICAL I I PLAN I I - - - - - - - -- - - - PER PLAN JOIST PER PLAN I MANUFACTURER O COORDINAT 6720 SW MACADAM AVENUE,SUITE 100 3/16 2-24 PORTLAND,OR 97219 I ' 1/2" 3/16 2_24 HSS TO WF I I p METAL DECK MATCH JOIST SEAT DEPTH T 503-245-7100 • 4 METAL DECK PER PLAN I 3/16 I I 3/16 �� 0 PER PLAN PROVIDE HSS5 x 5 x 3/16 ill SOLID BLOCKING BEAM PER I L4 x 3 x 1/4(LLV)AT 4'-0"O.C. I I 117 SOUTH MAIN STREET,SUITE 400 PLAN l' 3/16 3 JOIST TYP I COPE AS REQ'D I BEAM PER PLAN i BEAM PER PLAN BETWEEN JOISTS SEATTLE,WA 98104 STIFFENERS I I T 206-576-1600 AT WEB STIFFENERS CONNECTOR REQ'D AT JAMB POSTS: I I PERe ©ANKROM MOISAN ARCHITECTS,INC. (3)SIDES TYP AT EACH JOIST I I 3/16 JOIST PER I I BUILT-UP POST-(2)CLIPS PER S3 2 i S3. �\ I FRAMING SIDE LIP CONN ' ' ill" I I I I I PLAI\\ Q I BYPASS SIDE CLIP (ONE EACH SIDE) I I I I I I CONNECTOR AT EACH FRAMING SIDE CLIP CONNECTOR I I JOIST PER PLAN SIMPSON'SC845.5'SLIDE CLIP WIT STUD PERe HSS POST-B CLIPS(ONE WITH CONNECTIONS PERe I I I JOIST PER PLAN Q I I I I GIRDER PER PLAN MIN(2)#14 S.D.SHOULDERED I S3 EACH SIDE)BUT WITH(3)#12-14 Q S3. Q I I I VA SCREWS LOCATED 1/2"UP FROM SHOULDERED SCREWS AND(4) i I I STUD WALL PER PLAN I I BOTTOM OF SLOT STUD WALL #12-14 S.D.SCREWS,OR WELD, e2 I I ' ' PER PLAN TO ANGLE I I CONNECTION AT JAMB POSTS PER S3. I I I I CONSULTING STUD WALL PER PLAN ' ' ENGIN EER S STUD WALL PER PLAN NOTE:FOR BUILT-UP POST CONNECTION REQUIREMENT TO ROOF SEE DETAILe 3933 SW Kelly Avenue Portland - Oregon 97239-4393 S3. AUDITORIUM EAST/WEST WALLS /21 AUDITORIUM NORTH/SOUTH WALLS / � AUDITORIUM STAGE BACK WALL (ABOVE) 4 AUDITORIUM STAGE SIDE WALL (ABOVE) 5 AUDITORIUM RIDGE BEAM 8503.248.4453 vlmk@vlmk.com 3.2 Imk.com8 S 1^ S3. = r-o" 2 1"= 1'-0" GRIDP I I QO _ SEE SCHEDULE r3DF�S t GRID I I `� FOR PLATE SIZE, I t I IWELD SIZE AND I 12" 3" 11/2" 0 Q� 9 ' I -STUD WALL PER i I QO v NUMBER OF i w I I PLAN,TYPICAL o N I I I I STUD WALL PER PLAN BOLTS i I I i 0 � ORE N ' ' I #10 SCREWS AT 6"O.C.STAGGERED I I SHEAR WALL I 0 Q O PER PLAN 174 �.23 6� _ TO ROOF DECK I SHEATHING PER PLAN 1/2"I i i 318"x REQ'D A 1/4 `2 M. 3 318"x REQ'D (0 2 I 1/2" I CAP PLATE I ' I HILTI 0.145"DIA POWDER CAP PLATE _ , EXPIRES. -?Dt I BEAM PER PLAN IDO NOT RETURN 114 6 BOTH ENDS I w g ( - ACTUATED FASTENERS 114 6 I I a s O° I STAGGERED AT 12"O.C. 21/2"I rll/�2- TOP&BOTTOM I I METAL DECK PER PLAN MC6 x 12 SPANNING JOIST PER I I I Q I TYPE 1 TYPE 2 TYPE 3 I �° u I I #10 SCREWS AT 6"O.C. I N.T.S. N.T.S. N.T.S. I I I I STAGGERED TO STUD I I I ACROSS JOISTS 0° I I I �° I I I �° PLAN I II I WALL TOP TRACK I i II I NOTES: I I �° CONNECTION I u BEAM CONNECTION SCHEDULE - SINGLE ROW I I I 1/4 1. ALL WELDS EACH SIDE WITH E70XX D I i o i i O PERe II CONNECTION I BEAM PLATE WELD NUMBER ELECTRODES. I S3. I PER,/ --- - - - - - - - - - - - _ ___ __ - -- - - - METAL DECK PER PLAN SIZE THICKNESS SIZE OF BOLTS 2• USE TYPE 1 CONNECTORS FOR BEAMS10" I I DEEP AND DEEPER.TYPE 2 FOR 8"DEEP AND I 8 II W24 1/2" 1/4" (6) 1"DIA TYPE 3 FOR 7"AND SMALLER. _ _ CONNECTION PER I 11 I WT5x8.5 x REQ'D r - --- - __ 3. SHORT SLOTTED HOLES ARE PERMITTED S3 - - JL STUD WALL I I I - - - - - - - - - --- - W21 1/2" 1/4" (5) 1"DIA 1/2• _ PER SCHEDULE UNLESS OTHERWISE NOTED.PROVIDE PER PLAN I LINE OF ROOF JOISTS W18 3!8" 1/4" (5)314^DIA HARDENED WASHER. ROOF BEAM BEAMS PER PLAN SEE DETAIL 13 W16 3/8" 1/4" 4 314"DIA 4. ALL BOLTS TO BE A325N.U.O.N. PER PLAN,TYP O PASS KNIFE PLATE THROUGH PASS KNIFE PLATE �nl 5. PROVIDE FIELD WELD AT EMBEDS OR OTHER SHEAR WALL I i i \ S3.1 W14 !8" 2 1/4" 3 3/4"DIA COLUMN PER HSS COLUMN THROUGH HSS COLUMN ^ ( ) CONDITIONS WHERE CONSTRUCTION SHEATHING i ` #10 SCREWS SPACED TO W 12 OR C12 1/4" 114" 3 3/4"DIA REQUIRES. PLAN I MATCH SHEATHING EDGE ( ) 6. WASHERS ARE NOT REQUIRED EXCEPT WITH COLUMN PER PLAN PER PLAN `\ W10 OR C10 1/4" 1/4" 2 3/4"DIA SLOTTED HOLES OR SLIP CRITICAL(SC) ATTACHMENT ( ) W8 OR C8 1/4" 1/4" (2)3/4"DIA CONNECTIONS. SHEAR WALL SHEATHING W6' :C6 1/4" 3/16" (2)518"DIA 7. WHERE MULTIPLE BEAMS CONNECT WITH A PER PLAN SHARED KNIFE PLATE, USE THE PLATEZ W5 OR C5 1/4" 3/16" 2 Q 518"DIA THICKNESS CORRESPONDING TO THE LARGER 0: O OF THE TWO BEAMS. WEST WING LOWER ROOF- STAGE SIDE WALL /71 WEST WING LOWER ROOF- STAGE BACK WALL 8 BEAM/COLUMN CONNECTION DETAIUSCHEDULE 9 BEAM/COLUMN CONNECTION DETAIL 10 BEAM/COLUMN CONNECTION AT CORNERO x S3.2 r'= 1'-0^ S3.2 1"= J.-O" 1— O S3.2 1^= 1-0" S3.2 r= 1-o U JOIST AS OCCURS PER PLAN 3/8"x 5"x V-2"PLATEO = w BEAM PER 1/4 6 BOTH ENDS c u Z PLAN 1/4 6 JOIST BEYOND PER PLAN STUD WITH(6)#10 SCREWS TO LU 1/4N3 EACH SIDE OF HEADER 0 I ,,'-114V-3 JOIST PER PLAN BUILT-UP HEADER PER PLAN-SUPPORTS J _ GIRDER PER PLAN O Z METAL DECK PER PLAN FASCIA STUD FRAMING(NOT SHOWN) m I r o IZ) I 1/2' 3/4"x REQ'D CAP PLATE WITH 3/4"DIA 171 THRU-BOLT TO GIRDER EACH SIDE I ♦"'� Q o II I 112" .I • • VO 1/4 I I 1/4 ' I I I I I I I (6)#12-14 S.D. CONNECTION I IQI SCREWS THRU 0L g I I BOTTOM TRACK PER S3.2 U.O.N. I 314"KNIFE PLATE,. I I' TO CANOPY BEAM I I PASS THROUGH HSS I I COLUMN PER PLAN i COLUMN I I BUILT-UP METAL STUDCANOPY BEAM 0 C POST PER/-j q LO PER PLAN S3.1 REVISION DATE REASON FOR ISSUE 2 6-24-13 ADDENDUM NO.2 2 2 11 BEAM/COLUMN CONNECTION AT JOIST GIRDER 12 ROOF FRAMING - INTERIOR BEARING WALL t 13 LOBBY ENTRY HEADER FRAMING - NORTH END S3.2 I"= V-0" CL CL 0 q , [i m 0 N N N z COMMUNITY CENTER a U ROOF FRAMING 1 12d DETAILS U m S. C O t C Q F w 0 0 m C d E DATE REVISION U 03-01-2013 2 'w a 0 PROJECT NUMBER SHEET NUMBER v 20120263 N 03-01 -13 PERMIT SET SCALED GENERAL NOTES 1. DO NOT SCALE DRAWINGS. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF COMPONENTS. AIR HANDLING UNIT SCHEDULE G/R/D SCHEDULE 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL SIZE AND LOCATION OF EQUIPMENT, DUCT WORK MARK-# MFG MODEL FACE NOTES AND PIPING MAY VARY DUE TO MANUFACTURER OR CD1 TITUS PCS 22 22 2 FIELD CONDITIONS. COORDINATE INSTALLATION OF SUPPLY FAN POWER EXHAUST FAN HEATING COIL DX COOLING COIL MECHANICAL SYSTEMS WITH OTHER TRADES TO HEATING ENTERING LEAVING PRICE PDC PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY WATE TEMP AIR T AIR MP MANUF. MIN - _ _ . SENS AIR TEMP MAX FACE COOL SENS FACE MAX CD2 TITUS MCD VARIES 1, 2, 3 AS REQUIRED BY MANUFACTURERS. - T AND OSA FAN FAN ELEC FAN FAN ELEC CAP. DB 'F 'F WTR PD ROWS/ AREA CAP. CAP. 'FMP 1 ROWS AREA WT. PRICE SMCD 3. INSTALLATION SHALL COMPLY WITH THE RED PROF r3 SYMBOL SERVING MODEL CFM CFM E.S.P. HP RPM VPH MCA MOCP CFM E.S.P. HP RPM VPH MCA MOCP MBH ENT LVG ENT LVG (FT WC) FPI GPM (IN) MBH MBH DB WB DB WB (IN) LBS NOTES 22 22, GOVERNING CODES AND REGULATIONS. CR 1 TITUS PAR 22 46 2 ��v B7PE AHU-1 NURSERY CARRIER 42BVE161D3 1600 --- 0.6" 3/4 1002 208/1 6.6 -- -- -- -- -- -- -- -- 92.3 60 113 150 120 4.19 3/13 6.2 18x24 54.3 39.0 80 67 57 55.4 4 43x18 270 1, 2, 4, 6, 7 PRICE PDDR 4. CONCEAL ALL DUCTWORK INSIDE WALLS AND/OR AHU-2 LOBBY CARRIER 35MN-12 6000 --- 2.0" 7.5 1223 208/31 26 45 4000 0.5" 1 2 532 208/3 7.7 1 10 292.6 55 99 150 120 3.0 2/14 19.5 12.6 FT2 186.7 136.4 80 67 59.2 57.2 4/11 2.6 FT2 3573 1, 2, 3, 4, 5 CR2 TITUS 50F VARIES 2 ABOVE CEILINGS, UNO. DR AHU-3 COMM. CTR. CARRIER 35MN-25 12000 --- 2.5" 15 1104 208/3 49.8 80 9000 0.5" 5 520 208/3 17.9 30 324.8 60 104 150 120 2.0 2/11 21.6 24.4 FT2 367.4 269.5 80 67 59.5 57.3 4/11 4.4 FT2 5756 1, 2, 3, 4, 5, 9 PRICE 530 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE dF <r �� zo°`��v SWS TITUS 30ORS VARIES 2, 3 FURNISHED WITH TURNING VANES. QT N RUS AHU-4 KITCHEN CARRIER 42BVE161D3 1600 --- 0.6" 3/4 1002 208/1 6.6 -- -- -- -- -- -- -- -- 92.3 60 113 150 120 4.19 3/13 6.2 18x24 54.3 39.0 80 67 57.7 56.7 4 43x78 270 1, 2, 4, 6, 8 PRICE 5205 EXPIRES: 12/3 14 SWS2 TITUS 8F VARIES 2, 3 6. DUCTWORK SHALL BE FABRICATED AND NOTES: 1) MAINTAIN REQUIRED SERVICE CLEARANCES OF MIN 36" (OR PER MANUFACTURER'S RECOMMENDATIONS) 4) PROVIDE FILTER SECTION 7) DUCT MOUNTED HEATING COIL, HC-7 SWR TITUS 350RL VARIES 2 3 INSTALLED PER SMACNA STANDARDS. SUPPORTDUCT WORK PER OMSC 603.10. SEAL DUCTWORK 1/2" SP TO 1" SP SEAL TRANSVERSE RELEASED FOR ON SIDE AS SHOWN ON PLANS; COORDINATE WITH OTHER TRADES. S) OUTSIDE AIR DAMPER CONTROLLED BY CO2 SENSOR 8) DUCT MOUNTED HEATING COIL, HC-2 PRICE 530 PER RS-18,2) MODULATE HW VALVES TO CLOSE WHEN UNIT IS IN NIGHT SETBACK OR UNOCCUPIED MODE 6) HEATING COIL TO BE INSTALLED IN SUPPLY DUCT 9) HEATING COIL BASED ON 6000 CFM CE1 TITUS PAR JOINTS.22 22 2 PERMIT 3) VFD ON SUPPLY FAN AND EXHAUST FAN PRICE PDDR 7. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS CE2 TITUS 50F VARIES 2 SHALL BE INSULATED AND SEALED PER 2010 PROJ PRICE 530 OREGON ENERGY EFFICIENCY SPECIALTY CODE MGR 503.2.7. INTERIOR DUCTS SHALL BE INSULATED SWE TITUS 350RL VARIES 2 3 ABOVE THE BUILDING BARRIER. CONDENSING UNIT SCHEDULE-MISC. LOUVER SCHEDULE PRICE 530 LD TITUS TBDI-80 VARIES 4 B. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS RELATED AMB. ELECTRICAL EER MARK MFG MODEL TYPE CFM MATERIAL FlNISH SIZE NOTES TO FINAL SUPPLY TERMINALS. SYMBOL FAN MBH F MCA V PH MOCP MIN MAKE MODEL WT' # PRICE TBDI LBS. REMARKS 9. ALL ROUND DUCTS SHALL BE RIGID, EXCEPT THE �� O LD-1 TITUS ML-39 VARIES 4 CU-1 AHU-1 46.0 95 26.2 208 1 40 13 SEER CARRIER 24AC6348 236 L-1 UNITED ENERTECH FLD4 RELIEF 6000 ALUM MILL 42x72 4, 5, 6 PRICE SDS LAST 5'0 WHICH MAY BE FLEX ABOVE A T-BAR L-2 UNITED ENERTECH FLD4 RELIEF 12000 ALUM MILL 60x96 4, 51 6 CEILING. W CU-2 AHU-2 185.7 95 60.8 230 3 80 13.2 EER CARRIER 38AUD016 633 NOTES: 1 MINIMUM SIZE 8X8 NOTES } 10. ALL MOTORIZED OUTDOOR AND EXHAUST CU-3 AHU-3 470.9 95 165.4 230 3 200 11.5 EER CARRIER 38APDO40 2148 1) BACK DRAFT DAMPER 3) BIRDSCREEN 5) FIELD VERIFY OPENING 2) MINIMUM SIZE 12X12 FOR FIRE DAMPER DAMPERS SHALL HAVE A MAXIMUM LEAK RATE OF w CU-4 AHU-4 46.0 95 26.2 208 1 40 13 SEER CARRIER 24AC6348 236 2) MOTORIZED DAMPER 4) INSECT SCREEN 6) EXTENDED SILL 3) W/ OBD 4 CFM PER SOFT ® 1" WG PER AMCA 500-1998, ( Jl 4) TWO- 1" SLOTS EXCEPT PACKAGED EQUIPMENT SHALL BE 20 CFM/FT ®1" WG. 11. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS AT TAKE-OFFS FAN SCHEDULE INTAKE/ EXHAUST HOOD SCHEDULE DUCT SILENCER SCHEDULE FOR BALANCING. PROVIDE ACCESS PANELS TO MARK# AREA SERVED MFG MODEL TYPE CFM STATIC HP VOLTAGE CPR WT NOTES MARK# MFG MODEL TYPE CFM SP MATERIAL SIZE WEIGHT NOTES MARK# MFG MODEL TYPE SYSTEM CFM SP VELOCITY SIZE LENGTH WEIGHT NOTES DAMPERS. PRESSURE (WATTS) /PHASE (LB) 12. LINE FIRST 10 FT OF SUPPLY, RETURN AND IN-WC EXHAUST DUCTS FOR SOUND. O IH-1 COOK 36X48GI INTAKE 7000 0.04 ALUM 36x48 419 LBS 1, 2, 3 DS-1 RUSKIN AM-60 STRAIGHT AHU-2 6000 0.32 1300 32"x26" 60" -- SUPPLY EF-1 RESTROOMS COOK 150SQN-B INLINE 1500 0.33 1/4 115/1 200 1, 2, 6, 7 IH-2 COOK 60X66G1 INTAKE 15000 0.07 ALUM 60x66 900 LBS 1, 2, 3 DS-2 RUSKIN ELBLP10 ELBOW AHU-3 12000 0.32 1300 38"x34" 80"ux40"d -- SUPPLY 13. SMOKE DETECTORS SHALL BE INSTALLED IN CEF-1 JANITOR COOK GN-320 CEILING CABINET 150 0.375 61 115/1 26 1, 5, 9 DS-3 RUSKIN AM-60 STRAIGHT AHU-3 6000 0.32 1300 30"x24" 60" -- RETURN RETURN DROP AND SHALL DEACTIVATE THE 1 O CEF-2 NURSERY RR DELTA VFB25AD CEILING 75 0.25 15 115/1 15 1 , 4, 5, 9 EH-1 COOK 60X66GI EXHAUST 1500 0.07 ALUM 60x66 900 LBS 1, 2, 3 DS-4 RUSKIN AM-60 STRAIGHT AHU-3 6000 0.32 1300 30"x24" 60" -- RETURN EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE KEF-1 KITCHEN HOOD COOK 180V6B UPBLAST 2188 0.75 3/4 208/3 200 2, 3, 7, 10 DETECTOR IN SUPPLY AIR DUCT ONLY WHERE NOTES NOTES REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS KEF-2 DISHWASH HOOD COOK 135C313 DOWNBLAST 875 0.75 1/4 115/1 101 1 , 2, 8 1) MOTORIZED DAMPER 2) FACTORY CURB 2) BIRD SCREEN 1) -- REQUIRED IN ALL SYSTEMS >2000 CFM. OMSC 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL v , SF-1 RR MAKE-UP COOK GN-960 CEILING CABINET 1200 0.33 1/2 115/1 89 1 , 6 BE EQUIPPED WITH AUTOMATIC SHUTOFF PER OMSC MUA-1 KITCHEN HOOD COOK 165SQN-B INLINE 1750 0.375 1/3 115/1 227 1, 8 PUMP SCHEDULE 606.2.1 NOTES 14. FIRE SMOKE DETECTOR INDICATOR SHALL 1HEAD IMPELLER MOTOR BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR ) GRAVITY BACK DRAFT DAMPER 6) OPERATE W/ OCCUPIED SCHEDULE SYMBOL SERVING MODEL NO. TYPE GPM (FEET) (DIA) H.P. VPH NOTES SSK451 WITH PS24LO AND PS12/24LSW. REQUIRED 2) FACTORY CURB 7) OPERATE W/ SF-1 WHERE CFM >2000 AND NO BUILDING ALARM r , 3) FACTORY VENTED CURB EXTENSION 8) OPERATE W/ HOOD SWITCH P-1 HEATING WATER B&G SERIES 60 2x7 INLINE 53.5 50 7" 1.5 115/1 1 SYSTEM (B.A.S.) IS PRESENT. (OMSC 606.4.1) lot v 4) FACTORY GRILLE 9) OPERATE W/ WALL SWITCH NOTES 15. INSTALL HVAC UNITS ON LEVEL CURBS. SECURE 5) SPEED CONTROLLER 10) OPERATE W/ MUA-1 1) PROVIDE VFD HVACLEGEND ABBREVIATIONS ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE SEE GENERAL NOTE 20 PLANS FOR DETAILS. BOILER SCHEDULE EXPANSION TANK SCHEDULE NECK SIZE - S®Y®ICONTROLLED ® ORTDIINTAKES SHALL ACC ACCESSORIES MINIMUM OFIOFT FROMEXHAUSTFANS EOR C� THROW PATTERN AFF ABOVE FINISHED FLOOR w AC-1 AHU AIR HANDLING UNIT PLUMBING VENTS. TYPE HEATING HEATING PM HT A R TA xx- Y MARK MFG MODEL G G W TE VOL GE VENT OPR WT NOTES ROOM THERMOSTAT OR SENSOR AMB AMBIENT # BE CAPACITY ACCEPT DIMEN. f E WEIGHT N / RETURN AIR �E OUTSIDE AIR AMP AMPHERE 17. PROVIDE PROTECTIVE GUARDS FOR ALL HVAC INPUT OUTPUT, . MIN/MAXTEMPERATURE /PHASE CONNECT- (LB) . SYMBOL SERVING _ __ MODEL NO. _.._- _ TYPE _ GAL GAL DIAxHT LBS NOTES _ _ EQUIPMENT - UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE ( ) (LBS) - CFM �-j MBH MBH IN OUT 'F IN VERTICAL NUMBER BTU BRITISH THERMAL UNITS OR LEDGE GREATER THAN 30 INCHES FROM HE IL/� B-1 HYDROTHERM KN-10 CONDENSING 1000 927 18.6Z53 120/150 115/1 6" 1440 -- __ TERMINAL AC_i ET-1 HEATING WATER B&G SERIES D-15V DIAPHRAGM 8 2.4 12" x20" 110 ® ® FLOOR. NOTES NOTES EXHAUST AIR EQUIPMENT SYMBOL CAP CAPACITY 18. OUTDOOR SUPPLY AND HUT MS 1) 1} CD CEILING DIFFUSER SHALL HAVE MOTORIZED DAMPERSHCLOSE c , CFH CUBIC FEET PER HOUR O V CONSTRUCTION STANDARDS CFM CUBIC FEET PER MINUTE WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING SEE GENERAL NOTE 49nCOND CONDENSER WARM-UP, COOL DOWN AND/OR SETBACK. RECTANGULAR DUCT. 32x20-32Wx20"H CR CEILING RETURN DIFFUSER ROUND DUCT: 200=20"ROUND RECTANGULARCTG CEILING TRANSFER DIFFUSER 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE (1) r O DUCT RISER CU CONDENSING UNIT HONEYWELL VISION PRO 8000 PROGRAMMABLE try OUTSIDE AIR CALCULATIONS O SUPPLY N R FLOW THERMOSTAT UNLESS NOTIFIED OTHERWISE. MOUNT ROUND STAT AT 48" A.F.F., EXCEPTIONS: ttiTIMAIED RETURN EXAUST AIR DUCT RISER DH DUCT HEATER AREA AVERAGE OUTSIDE AIR REQ'D BREATHING ZONE ZONE SUPPLY -� FLOW DT'REcnoN ;` RECTANGULAR DIA DIAMETER 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) W RM# ROOM ID (FT2) OCCUR. LOAD OCCUPANTS OCCUPANTS (1) CFM/P CFM/FT2 ZONE OSA EFFECT. OSA AIRFLOW RETURN EXHAUST DUCT DROP DN DOWN USE HONNEYWELL T81OD1136; 1-=1 VOLUME DAMPER 19B) FOR UNIT HEATERS (FREEZE PROTECTION O (Az) #P/t000FY2 FIXTURES #PEOPLE (PZ) (RP) (RA) Nez) (Ez) 0 (PPz) AIRFLOW AIRFLOW AIR SYSTEM �������1111 ^ ONLY) USE TEMP STAT MODEL T541 SET AT 41 DEG ROUND E EXISTING 102 CORRIDOR 330 0 0 0 0 0.06 20 0.8 25 500 475 0 AHU 1 MOTORIZED DUCT DROP EF EXHAUST FAN F AND MOUNTED NO LOWER THAN THE UNIT 122 NURSERY 771 25 20 10 10 0.18 239 0.8 298 1100 802 0 AHLM AD DAMPER ELEV ELEVATION HEATER. ACTUATOR W/ AANND ACCESS DOOR FC FAN COIL UNIT TOTAL 1101 0 20 10 259 323 1600 1277 0 � RECTANGULAR FD FIRE DAMPER 20. ELECTRICAL CONTRACTORS SHALL COORDINATE OFFSET LESS ELECTRICAL REQUIREMENTS WITH THE MOST RECENT THAN 15 FPM FEET PER MINUTE O QI MOTORIZED FPS FEET PER SECOND REVISION OF THESE PLANS AND THE SUBMITTALS roti DAMPER 100 LOBBY 2243 150 337 169 5 0.06 977 0.8 1221 5985 0 0 AHL2 EXTERNAL TYPE RECTANGULAR FSD FIRE SMOKE DAMPER PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE 101 CORRIDOR 670 0 0 0 0 0.06 40 0.8 50 0 4765 0 AHLL2 OFFSET W/ RESPONSIBLE FOR ELECTRICAL CONTRACTORS MD STANDARD HP HORSE POWER FAILURE TO REVIEW AND CLARIFY ANY v TOTAL 2913 0==4337 169 1017 1272 5985 4765 0 HALON DAMPER FI TTINGS(3oas,so) HTR HEATER DISCREPANCIES PRIOR TO ANY CONSTRUCTION. I ADW/ ACTUATOR GA GAUGE AND ACCESS DOOR ROUND GAL GALLONS "YE GPH GALLONS PER HOUR 110 AUDITORIUM 6925 120 831 418 5 0.08 2493 0.8 3116 10530 7414 0 AHLL3 H 1986 2013 111 STAGE 992 70 70 35 10 0.06 410 0.8 512 1260 748 0 AHG-3 LB POUNDS ELBOW WITH LS LINEAR SLOT DIFFUSER TURNING VANES Jj BELLMOUTH LR LINEAR RETURN DIFFUSER C9 TOTAL 7917 0 901 451 2903 3628 11790 8162 0 R=W MBH BTU PER HOUR (THOUSAND) RADIUS ELBOW lip MD MOTORIZED DAMPER MFG MANUFACTURER 45.. 1041105 CORRIDOR 567 0 0 0 0 0.06 34 0.8 43 150 107 0 AHU4 MT MOUNT W `• 112 STORAGE 682 0 0 0 0 0.12 82 0.8 102 350 0 0 AHU-4 ROUND DUCT ROUND MAIN r, Ducr WITH 113 KITCHEN 594 0 0 0 0 0 0 0.8 0 900 0 0 AHU-4 CONICAL ROUND ROUND BRANCH N NEW ��� 113D PANTRY 113 0 0 0 0 0.12 14 0.8 17 50 0 0 _ AHU-4 -� RECTANGULAR TEE BRANCH OBD OPPOSED BLADE DAMPER C? 113E PANTRY 76 0 0 0 0 0.12 9 0.8 11 50 0 0 _ AHU-4 incor orate ' MaN WITH OC ON CENTER Y' P u- RECTANGULAR OPR OPERATING H E A T 1 N G 114 RESTROOM 60 0 1 0 0 75 0 0 0.8 0 50 0 100_ AHU-4, CEF-1 4 "m t BRANCH 115 JANITOR 30 0 0 0 0 0 0 0.8 0 0 0 50 CEF-1 6" 15' MAX. OSA OUTSIDE AIR F15' MAX CONCENTRIC PH PHASE S�17ce 1966 TOTAL 2122 1 0 0 139 173 1550 107 150 j ROUND CONCENTRIC TRANSITION PTAC BELOW WINDOW HEAT PUMP SQUARE TO ROUND PSI POUNDS PER SQUARE INCH FLEXIBLE RA RETURN AIR EXECUTRIX CONNECTION RH HUMIDITY 5188 INTERNATIONAL WAY 100A JANITOR 33 0 0 0 0 0 0 0.8 0 0 0 100 EF-1 (RECTANGULAR RL REFRIGERANT LIQUID LINE MILWAUKIE,OR 97222 118 WOMEN'S RESTROOM 446 0 11 0 0 75 0 0 0.8 0 750 0 850 SF-1, EF-1 15' MAX. OR ROUND) ROUND RS REFRIGERANT SUCTION LINE PAX:. (503) 462-6555 119 MEN'S RESTROOM 346 0 7 0 0 75 0 0 0.8 0 450 0 550 SF-1, EF-1 DUCT S SMOKE DETECTOR PHONE: (503) 462-4822 TOTAL 825 18 0 0 0 0 1200 0 1500 W SQUARE TEE LATERAL OR CCB # 50897 B- SA SUPPLY AIR SWE SIDEWALL EXHAUST GRILLE DOUBLE FORMED SWS SIDEWALL SUPPLY REGISTER WA HVACI **125J6 TURNING VANES BRANCH SP STATIC PRESSURE FIRE/SMOKE DAMPER SOFT SQUARE FOOT AT FLOOR RECTANGULAR SURF SURFACE F"MAMP- (HORIZONTAL) DUCT I SWR SIDEWALL RETURN GRILLE 5193 5T ANTPONY5 FIRE DAMPER RECTANGULAR SWT SIDEWALL TRANSFER GRILLE AMAIN WITH T FLOOR (HORIZONTAL) SIDEWALL GRD THRU THROUGH SIDEWALLTIE IN POINT PROJECrMANAc� GRILLE J. LASKI fU2E DAMPER 1 TSTAT THERMOSTAT (VERTICAL) TYP TYPICAL RECTANGULAR rxcerEBc DUCT RECTANGULAR VAV VARIABLE VOLUME R RUSSELL MAIN WITH V VOLTS FIRE/SMOKE DAMPER ROUND BRANCH ® UNDER CUT DOOR 1" REFERENCE ONLY DAM- (VERTICAL) OUTo RNOT APPROVED WITH THIS PERMIT ROUNDND W7 WEIGHT I MAR 2013 LINE TYPES SHELHVAAC FC F LOORPLAN NEW WORK H` &-- (HWS) HEATING WATER SUPPLY EXISTING WORK HW1- (HWR) HEATING WATER RETURN ------ DEMO WORK HWRr- (HWRc) HEATING WATER RETURN- RECIRC_ REF (R) REFRIGERANT CS (CS) CONDENSOR WATER. SUPPLY DoT''' C (C) CONDENSATE DRAIN CR (CR) CONDENSOR WATER RETURN N/A GAS GAS LINE CHS- (CHS) CHILLED WATER SUPPLY SON, CHI- (CHR) CHILLED WATER RETURN N/A xewscoN: All drawings prepared by HVAC INC N/A are the exclusive property of HVAC INC and, unless otherwise agreed in writing, DIOL:. HVAC INC shall be deemed the author of them N/A and shall retain all common law, statutory and other reserved rights, in addition to a Eery M1 the copyright. Any use thereof without the express written consent of HVAC INC is prohibited. ftED PROFF 4+ 8397F r V H K M N N RUSE EXPIRES: 12 31 14 18x18 16 GA- W LDED GREASE DUCT; WRAP W/ 2-LAYERS FRE-WRAP PER CODE RELEASED FOR 22x92 SWR 10'$ S. EXH DN TO HOOD PERMIT 6000 - „ 10"0 CD1 AT 12 AFF 300 TYP 2 14x12 S S. EXH PROJ 1 — MGR ' � 14x14 S-S- EXH UP THRU 1 KE '-1 i ROOF T EXH FAN 2 —_I 22z10 cD2 I _ , — 2 640 TYP 4 i ! ! I ': I ! j i { (ON i ROOF)j � , KI TQ N t ❑i----�� : ! >i 4 4 - -- ! 3 i ! 1 � j—� ! - - 113C -- L I , 6"0 CD7 -- --- I - -- -- ! - - j EF-2 ! 6 0 R7 I V J I I ! ! M12 -0 S ! cV 1100 4. B E F PG i ! i A 1 _(4N �0� -- t c 1 6 o CD1 \ - 1 -- - - - - -- - 8 _ --- .. "� o -i i I ! oxla ! 1f1Y3 I "0 EXH UP THRU I i ! ;SUPPLY DUCT TO BE ROUTED ! ROOF; TERMINATE i 22x10 . CD2-_ - 3 42x72 LINED EXHAU T i--t- -AB(�VE-K1iC EN R60F AND I i - �b-V = CDt-' I ! W/ GLOB VENT 3 980 TYP 5 j - BELOW LXTEND STAGE ROOF j 250 : _ I e I I I �M4 PLENUM BEHIND LOUVER; - ! ! - i i I i ! 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L i i i IU 14xIZL 140 I ° ! - -- - - 14x10 CD2 (ON ROOF) j ! ` i I j i I i I IH-2 : 315 TYP E � �} � 1j I WR i x 2 :�'• �,1 ) . '!J 1 ! —r i ! I�� ai— ( I ! 1 '" "_r j j - I i 40 N N (ON ROOF) J J ! I 1 1 I I 3 li _ tRt t 220 1 UP R- `� I 1 i ; AHU 3 O i ! i I I i ! ! i j ! .� I I i , ! ---I - — ' ' --t---`-;�— ' 34 L ED i ; ! 1 1 1 I s r ! F'. IZip GL _ ! 1 y�9 I 1 ;N -L-�,-� I 1 d i _Q Y— t I FSS € I i ?—' i : � 1� ,1 ! i i j { j �I u ! d- t � � � + ! i ; ! , : : . , j , \ / CEF-2 _ T_ I OS-3 L-2 a i 1 i 0 Rt 1585 3 AT 12"AFF ! x SEE SHEET ! ' - - ! : , I I I � ------ T - 220 OP !I -L 14 0 CR1 M3 FOR �-+- ! ! ! j ! — - - Sot COND. UNIT OR ! �I { 1 ; I ~! j { ; i j i 1 i i ! i I ! I i I i i I j ! x96 LINED EXHAUST PLENUM LOCATIONS j ��= - —9 -- ! I I ! _ CORR. ! i0) - I - 22x90- Cbl -- -�- - BEHIND LOUVER; TAPER FLOOR y I � ! 4URS IRY MEETING i ! ' 16x16 LINED SA/ A DUCTS !�- i i I 1 �—'- ' ; ; -� ( i ZYTD TO BEIROUTED 104 ____ � O 6 EXH D CT ! ' - ! 1 ! ; j j _ 580 TYP 5 i i ! i ! OF PLENUM AND ROUTE DRAIN ® 42x36 OSA ! ! "!— W FSD S i ! j 1 j I ;', I j ! r'; ABOVE STO M R99F AID — f r� UP THRU ROOF; ! i i j - -" t 122 = / ! j I j j ! j i ; j T —� i ! �- - TO NEAREST FLOOR DRAIN TERMINATE N� I ! ! i A ; —! a I i I ! s �_ o I _ �_-. ! ; BELOW EXT NDEp STAGE ROQF ! T ) FYI W/ MOTORIZED / !' I I i i I f ! i I ! ! 1 ji i i �► i j — e - i '} ' C - - k 4 -DAMPER Uy 'v GLOBE VE 1 j --f-- -6 i ! ! i j i I I j I j i ! i II { f N I - X TO INTAK w 12x10 SWS T i F--1 ^� i ��J I 1 10 0 CDt , ! , i I � - - i i - � i j � i - - SIA1 ELEC. j i I i i � i �� STORAGE � 350 �� \ HOOD / 250 TYP 2 — - _- I I I ! ! ! 1 ; i i I � �"I- ! ! ! I i i ' ' I i ! ( �—I ! ! j j r j 112 5 117 '' — { 1.40 M3 FOR SEE ET T" COND. UNIT ! Y4 i -220,- — - g - - y 1 LOCATIONS ' � -•'7� 30x24 AK i j 22X10 CD2 j I i i j, 103 i �- -4- STORAGE 4 STORAGE - ( I I ! ! ! All 12 123 T®T — — — 22x92 SWR 1986 2013 AT6102'AFF i AC incorporated H E A T 1 N G s'nee 1966 5188 INTERNATIONAL WAY MILWAUKIE,OR 97222 FAX:. (503) 462-6555 PHONE: (503) 462-4822 OR CCB # 50897 WA HVACI **125J6 nEE NAME. 5193 ST A14TPONY5 PKOJE TMANA(:EW J. LA5KI PNCiNPER: R RUSSELL DA7F_ I MAR 2013 SHEl7 TIny- HVAC FLOORPLAN REFERENCE ONLY NOT APPROVED A'ITH THIS PERMIT REV!Si0M. 1 HVAC FLOO_PPLAN N/A M2 SCALE: 1/8"=1'-0" ® N REVESioN_ N/A REVOTON:. A11 drawings prepared by HVAC INC N/A are the exclusive property of HVAC INC and, unless otherwise agreed in writing, REWSK]N: HVAC INC shall be deemed the author of them N/A and shall retain all common low, statutory and other reserved rights, in addition to the copyright. Any use thereof without the express M2 written consent of HVAC INC is prohibited. 8 7PE :d v �0� ✓V<Y 13 2�► �v H J K E M N ��, N. RISS EXPIRES: 12 31 14 RELEASED FOR PERMIT PROD MGR - ---{ T -- I — ---� - �- 1--F �— ---- - -- I ---- - --}--- —� — - -----; 113C _ -� --- I i 113 —( - - i I I ! ITCHE f- --- -� C D E o ,T_ 1:::+" `• ; _--!-_ HC-1 1" HWS/HWR DN 7iT-T-m- P (IN DUCT) TO HW COIL -_-4 1I3 4' COLD WATEjr'jR _ 1 / EXPANSION O 1-1/2" HWS/HWR PIPING DN - MAKE-HP I IMP IF J TANK AHU-1 IN WALL TO LOBBY CEILINGAL P-1 ! 1 1 L-- ! (IN DUCT) 1 Vr ^J MECH. LIE --�-� '; i--- -- i---i-- j AUDI - - j 7-- -- HDS TO HWCOILAIR SEPARATOR —� ! I IC ) 1-1 Y HWS HWR PIPING DN 120 QME .. . : y, .;. , : ..© : ; -1 . A / \ P. 11-1/2" H /HWR PIPING AHU-4 uu TO HW COIL IN AHU-2 \ xEXPA MEN' ' I --- ---i - - i - ! - _ NSION LO P--- ---!- ---- I ! HWS/HW PIPING 11 I I ! r ! ; — I —�— ! ! t-1/2' NS/HWR PIPING UP AHU-2 ! t - - -4 — - - - - - _L— i + ( ON WALL; TO STAGE FILING 5 — - § - - - -- - - �. — �aJO' - -- -- �-- -- - — -- --- - WR I ��� I _ � �- i MECH. ! J ; r R. H ' ! - PIPING! � t- ! PIPING ! ! I ! I .1 1/2" HW5/HWR IPI I � C10 116 — I i I 1 -1 -�- L-a- I -I �- -�-i- - --i i - - - - r-`- - -- - I--+ - j ! ! ! l I ! 1 ! i ! i I•, I 00 R. ! .'1 i ! ! I I t: ! ! ! ! I I I ! PIPING ON IN AHU-3 a oa r; I + T I j •�-r '__-- _ ! -- __ _:r ____. 1-1 2" 2-WA CONTROL VALVE; -!- I � -- -� --,-- +-•-+(- - --- - i y _� ! i MAINTAIN MIN LOW OF 19 GPM ! 10 ! i - I--r- FOR BOILER ' ! ! ! (T�i -1 i --� i-- - -- - - �-- I rt �`=�L-T-- ! i ! ! ! ! CORR. 10 -+- --�-- �`- i NURSERY MEETING O IIII i • : I---*--�--t , I I � � I ! I ! I I j ! I i I i i � � ! I --- ! ---- �--- � i ! _ 1 --- I I � � • I _ ! I I ! I ! -r ; i _1— �`_-I--�. +— -�—�--�--�+!--1--_ I --�- �---t- _ -j- --�1— ;e- --i- -F-•-•_-�I---�--- STORAGE ELEC. �W — + -, - F112 11 I , , I _ I — I -F- _ Ak 1103 I ! I — 10 • -- - — — - -�.:-. -: STORAGE 12 i 123 11 T 1986 2013 VACS Incorporated �•;;,, H E A T I N G B��ce 1988 5188 INTERNATIONAL WAY MILWAUKIE,OR 97222 FAX:. 503)462-6555 PHONE: 503)462-4822 OR CCB # 50897 WA HVACI **125J6 F¢E MAME_ 5193 5T ANTWONYS M4E TMANAI J. LASKI arcmlEex R RUSSELL DAiL I MAR 2013 sl>K •n u: HVAC PIPING PLAN REFERENCE ONLY NOT APPROVED WITH THIS PERMIT REVSION:. � HVAC PIPING PLAN N/A M3 SCALE: 1/8"=1'-0" N N A REVISION:. All drawings prepared by HVAC INC N/A 11ILPY1 are the exclusive property of HVAC INC and, unless otherwise agreed in writing, N/A "` HVAC INC shall be deemed the author of them N/A and shall retain all common low, statutory and other reserved rights, in addition to ur the copyright. Any use thereof without the express M3 6 written consent of HVAC INC is prohibited. GENERAL NOTES t. DO NOT SCALE DRAWINGS. FIELD VERIFY N O DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF COMPONENTS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL SIZE AND LOCATION OF EQUIPMENT, DUCT WORK ROUTE COND DRAIN TO PIPINGAND ROUTE COND DRAIN THRU NEUTRALIZER FIELDCONDIIO CONDITIONS. tOEOR FLOOR DRAIN IN MECH ROOM; ROUTE INSTALLATION SEE PLUMBING FOR DRAIN AND DUMP INTO FL OR SINK IN MECH ROOM; MECHANICAL SYSTEMS WITH OTHER TRADES TO LOCATION SEE PLUMBING FOR RAIN PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY p� LOCATION AS REQUIRED BY MANUFACTURERS. 3 P` B 3. INSTALLATION SHALL COMPLY WITH THE ��R�DPNRFFI��`�rS GOVERNING CODES AND REGULATIONS. ROUTE COND DRAIN TO �`� 97PE FLOOR DRAIN IN MECH R M- I I 4. CONCEAL ALL DUCTWORK INSIDE WALLS AND/OR RO TE COND DRAIN TO SEE PLUMBING FORD IN ABOVE CEILINGS, LINO. FLOOR DR�IN IN MECH ROOM; LOCA ION CB--1 �o �� • v SEE P UMBING FOR DRAIN ti.ECH. LOCATION I X120 AHU-4 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE � �y ��•Z0a � AHU-4 FURNISHED WITH TURNING VANES. F'QT N R�S� ROUTE COND DRAIN TO MF FLOOR DRAIN IN ME 11H ROOM; 6. DUCTWORK SHALL BE FABRICATED AND EXPIRES: 12 31 14 AHU-2 SEE PLUMBING FOR RAIN INSTALLED PER SMACNA STANDARDS. SUPPORT cJ LOCATION DUCT WORK PER OMSC 603.10. SEAL DUCTWORK PER RS-18, 1/2" SP TO 1" SP SEAL TRANSVERSE RELEASED FOR JOINTS. PERMIT CORR. MECH. 6 — LEL 7. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS 116 I SHALL BE INSULATED AND SEALED PER 2010 PRO _ OREGON ENERGY EFFICIENCY FFICIENCY S PECIALTY CODE MGR REFRIG LINESETS ON IN WALL TO 503.2.7. INTERIOR LL BE INSULATED ABOVE THE BUILDING BARRIER.ABOVE GRADE; ROUTE ABOVE GRADE TO CONDENSING UNITS f I ® I ( AHU-3 8. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS TO FINAL SUPPLY TERMINALS. 9. ALL ROUND DUCTS SHALL BE RIGID, EXCEPT THE O I - --- _rte s- LAST 5'0 WHICH MAY BE FLEX ABOVE A T-BAR - --- li CEILING. 24" I - — W L 10. ALL MOTORIZED OUTDOOR AND EXHAUST CORR --i 122 -- -_ 8 4 CFMDAMER ER SQFT ® 1S SHALL E WG PER AMCAA MAXIMUM A500A1998K RTE � ~� `�-I 36" c' '' -- - -- --- ® CORR.42' IM 102 EXCT PACKAGED EQUIPMENT SHALL BE 20 =' 4 REFRIG LINESETS ON I. CFM/FT ®t" WG. I I I- ---- — N WALL TO 11. ALL BRANCH DUCTS FEEDING INDIVIDUAL a I - -- -- — I 6" ABOVE GRADE; ROUTE ABOVE DIFFUSERS SHALL HAVE DAMPERS AT TAKE-OFFS < GRADE TO CONDENSING UNITS FOR BALANCING. PROVIDE ACCESS PANELS TO I I. ' - I - T----- N DAMPERS. + --i -- + 71 � 12. LINE FIRST 10 FT OF SUPPLY, RETURN AND -- 1 E117 I I 24" EXHAUST DUCTS FOR SOUND. O _ I -- �"_ 48' CU-4 13. SMOKE DETECTORS SHALL BE INSTALLED IN CIJ� 3 L — RETURN DROP AND SHALL DEACTIVATE THE 1 O 9 - - ® EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE IN DETECTOR IN SUPPLY AIR OONLY WHERE REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS REQUIRED IN ALL SYSTEMS >2000 CFM. OMSC 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL BE EQUIPPED WITH AUTOMATIC SHUTOFF PER OMSC 606.2.1 14. FIRE SMOKE DETECTOR INDICATOR SHALL BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR SSK451 WITH PS24LO AND PS12/24LSW. REQUIRED WHERE CFM >2000 AND BUILDING ALARM r , SYSTEM (B.A.S.) IS PRESENT. (OMSC 606.4.1) v INSTALL HVAC UNITS ON LEVEL CURBS. SECURE ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE PLANS FOR DETAILS. 16. ALL OUT SIDE AIR INTAKES SHALL BE A MINIMUM OF 10 FT FROM EXHAUST FANS OR 2 CONDENSING UNIT PLAN- EAST PLUMBING VENTS. 1 CST w ONDENSING UNIT PLAN- WEM4 SCALE: 1/8"=1'-0" N 17. PROVIDE PROTECTIVE GUARDS FOR ALL HVAC M4 SCALE: 1/8"=1'-O" N UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE LEDGE GREATER THAN 30 INCHES FROM THE FLOOR. 18. OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS ` SHALL HAVE MOTORIZED DAMPERS THAT CLOSE O V WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING WARM-UP, COOL DOWN AND/OR SETBACK. 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE (1) O HONEYWELL VISION PRO 8000 PROGRAMMABLE THERMOSTAT UNLESS NOTIFIED OTHERWISE. MOUNT STAT AT 48" A.F.F., EXCEPTIONS: 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) USE H ELL 19B) FOR UNIT HEATERS (FREEZE PROTECTION �:D O ONLY) USE TEMP STAT MODEL TS41 SET AT 41 DEG F AND MOUNTED NO LOWER THAN THE UNIT n HEATER. /M•--� 20. ELECTRICAL CONTRACTORS SHALL COORDINATE --___-----.. -_.------_-- --.--_-- __ _ __ _ ..--------------__--_.-- _-.-- _-_ ----___--- ----------- ------ELECTRICAL REQUIREMENTS WITH THE MOST RECENT - --- -- ---- REVISION OF THESE PLANS AND THE SUBMITTALS O 14"0 SA PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE RESPONSIBLE FOR ELECTRICAL CONTRACTORS r ' FAILURE TO REVIEW AND CLARIFY ANY V Q N M 14"0 SA 22"0 SA DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 22"0 SA IN SPACE BETWEEN 3 " 5 6 7 8 STAGE ROOF AND STORAGE 22 SA 22"0 SA IN SPACE BETWEEN 4 O O 7 42x36 OSA UP TO INTAKE H AD ROOM ROOF STAGE ROOF AND STORAGE 1986 2013 ROOM ROOF 24x30 OSA TO INTAKE HEAD 32x36 LINED S J 30x24 LINED RA26x26 SA 8"0 RA FLEX (IN BACKGROUND) x x 16x16 LINED SA - v VAC 16x16 LINED RA FS HC-2 DS-2 DS-2 C (ncorporatod �.'_ HC-1 _ -. 16x16 LINED RA (IN DUCT) �+I H E A T I N G (IN DUCT) IECH 8'-t0" 34x34 LINED RA 38x34 SA THRU WALL 3rnce 1980 j 120 ( 30x24 LINED SA 11•_4 ( CORR. STD S•-t0 STORAGE 8'-6" MEC 105 KITCHENF11111 ' CORR. NURSERY MEETING AHU-3 '; i 16113 5188 INTERNATIONAL WAY AHU-i tOt1 122 10'-7" 30x24 RA �) MILWAUKIE,OR97222 - FAX:. (503) 462-6555 AHU-2 PHONE: (503) 462-4822 AHU-4 OR CCB # 50897 WA HVACI ** 125J6 -- PRENAME_ 5193 ST ANTHONY5 3 HVAC SECTION- WEST MECH RM5 HVAC SECTION VIEW PROJE(TMANM; ALE: 1/8" EP• _ 4 HVAC SECTION- EAST MECH RM M4 SCALE: 1/8"=1'-O" J. LASKI M4 SC -0.. M4 SCALE: 1/8"=1'-0" ENcmeeR R RUSSELL DAR I MAR 2013 REFERENCE ONLY SHEE: PARRTITI AL HVAC PLANS NTOT APPROVED WITH THIS PERMIT HVAC SECTION VIEWS REVISION:. N/A REVISION:. N/A REVISION: All drawings prepared by HVAC INC N/A are the exclusive property of HVAC INC and, unless otherwise agreed in writing, REV1410N, HVAC INC shall be deemed the author of them N/A and shall retain all common law, statutory and other reserved rights, in addition to SHEET#:. /(� Dr 6 the copyright. Any use thereof without the express M written consent of HVAC INC is prohibited. GENERAL NOTES 1. DO NOT SCALE DRAWINGS. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF COMPONENTS. LISTED FOR GREASE APPLICATION KITCHEN EXHAUST FAN WITH STANDARD CURB CAP, MFR'S 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL HINGED BASE FASTEN PER SIZE AND LOCATION OF EQUIPMENT, DUCT WORK 10 FT MIN FROM BUILDING, RECOMMENDATIONS AND PIPING MAY VARY DUE TO MANUFACTURER OR PROPERTY LINE, INTAKE AIR OR a 40"MIN.ABOVE DECK FACTORY INSTALLED FIELD CONDITIONS. COORDINATE INSTALLATION OF BUILDING OPENINGS i— HANGER ROD (4 REQ'D.) MECHANICAL SYSTEMS WITH OTHER TRADES TO r_ DISCHARGE HEIGHT DISCONNECT&CONDUIT T1 3/8"0 STEEL THREADED ROD. PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY i + CHASE, PROVIDE POWER TO i ! +_ NEMA 3R DISCONNECT FACTORYDISCONNECTWITHIN CURB AS REQUIRED BY MANUFACTURERS. WIRED FROM MOTOR TO t-__^_- SUPPORT FROM SPRING VIBRATION DPR 3 DISCONNECT THROUGH THE I STRUCTURE AS zz: ISOLATORS (4 REQ'D.) BREATHER TUBE I REQUIRED. GOVERNING ACODES HAND REGULATIONS. THE �� 7 Ire �w 5 97PE — OPPOSED BLADE DAMPERS 45' MAX. PROVIDE SEISMIC RESTRAINT EXTERIOR WALL 4. CONCEAL ALL DUCTWORK INSIDE WALLS AND/OR FASTEN (2)PLACES n ABOVE CEILINGS, UNO. CABLES IN EACH OF 4 DIRECTIONS. EACH SIDE PIPE SLEEVE FLASHING I g 1I MOUNTING CONNECT TO STRUCTURE. Wo ev ► v P.). NEOPRENE PAD OVER W/SEALANT 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE BRACKETS N -- UQUIDMGHTFLEXIBLECONDUIT ( FURNISHED WITH TURNING VANES. pT N R ENTIRE CONTACT AREA (TYP.). V`s f ------ - 90 DEG ELBOW EXPIRES: 12/31/141 6. DUCTWORK SHALL BE FABRICATED AND GREASE TRAP I z ; t. ; i+; ; , METALEXHAUSTDUCT INSTALLED PER SMACNA STANDARDS. SUPPORT VENTED CURB EXTENSION II i `,r , 1" FOAM BOARD DUCT WORK PER GMSC 603.10. SEAL DUCTWORK FASTEN (2)PLACE z °' K� ,4 I) ,l ] " SEAL WITH SILKAFLEX PER RS-18, 1/2" SP TO 1" SP SEAL TRANSVERSE RELEASED FOR EACH SIDE MIN. 16 GA WELDED LIQUID f l rl JOINTS. � TIGHT EXHAUST DUCT- �.x a= �I : + ;I , I � - PERMIT I EXTEND MIN. OF18'ABOVE '�i + ; i j ,j XK •,y REFRIGERANT PIPING 7. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS ROOF DECK PER NFPA FLANGE v tiky hYti. WITH INSULATION SHALL BE INSULATED AND SEALED PER 2010 ' x� t r I Y FLEXIBLE CONN. DUCT TRANSITION AS PROJ ROOF DECK I „� TURNED OUT OVER TOP OF rtir�.> (TYp,) REQUIRED. OREGON ENERGY EFFICIENCY SPECIALTY CODE MGR FN PEDESTAL ABOVE 7. INTERIOR DUCTS SHALL BE INSULATED I IN-LINE ABOVE THE BUILDING BARRIER. 6"MIN (12"MAX) I MAINTAIN 18"FROM FAN. 8. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS COMBUSTIBLES OR PROVIDE TO FINAL SUPPLY TERMINALS. MINIMUM 1 HR FIRE RATED DUCT O WRAP SYSTEM. 9. ALL ROUND DUCTS SHALL BE RIGID, EXCEPT THE LAST 5'0 WHICH MAY BE FLEX ABOVE A T-BAR 0 CEILING. 10. ALL MOTORIZED OUTDOOR AND EXHAUST 2 ROOF EXHAUST FAN KEF-2, EF-1 3 1NLINE FAN CEF-1 , SF-1 , MAU- 1 ) REFRIG PIPE WALL PENETRATION DAMPERS SHALL HAVE A MAXIMUM LEAK RATE OF V J 4 CFM PER SOFT ® 1" WG PER AMCA 500-1998, MS SCALE: DETAIL M5 SCALE: DETAIL M5 SCALE: DETAIL EXCEPT PACKAGED EQUIPMENT SHALL BE 20 1 GREASE EXHAUST FAN KEF-1 CFM/FT ®1" wc. M5 SCALE: DETAIL 11. ALL BRANCH DUCTS FEEDING INDIVIDUAL 1—��-'1 DIFFUSERS SHALL HAVE DAMPERS AT TAKE-OFFS FOR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. 12. LINE FIRST 10 FT OF SUPPLY, RETURN AND EXHAUST DUCTS FOR SOUND. O SLEEVE CLEARANCE. TOP & SIDES 13. SMOKE DETECTORS SHALL BE INSTALLED IN CLEARANCE REQ'D = 1/8' PER FOOT RETURN DROP AND SHALL DEACTIVATE THE 1 O , STYLE WILL EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE OF DUCT HEIGHT AT TOP, 1/8" PER VENT CAP INVERTED CONE AS REQUIRED 1- DETECTOR IN SUPPLY AIR DUCT ONLY WHERE FOOT OF DUCT WIDTH AT SIDES. VARY WITH VENT DIA. REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS FOR HIGH FLOW RATES BELMONT OR ROUND REQUIRED IN ALL SYSTEMS >2000 CFM. GMSC r � FIRE RATED WALL - ' V J --- - - TOP ACCEPTABLE 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL 1" MIN. TYPICAL OVERLAP ON ALL 1 YBE SIDES OF DAMPER GLOBE VENT CAP 606.2.1 ED WITH AUTOMATIC SHUTOFF PER OMSC �1�2' MIN. - GENSCO CVP OR EQUAL it i I I 14. FIRE SMOKE DETECTOR INDICATOR SHALL All BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR BIRDSCREEN _ -_ -- " U.L. & SERVING, UTILITY VENT HEIGHT SSK457 WITH PS24L0 AND PSt2/24LSW. REQUIRED I APPROVED, DOUBLE 1ABOVE ROOF MIN. 24" WHERE CFM >2000 AND NO BUILDING ALARM WALL GAS VENT SYSTEM (B.A.S.) IS PRESENT. (GMSC 606.4.1) DUCT CAULKINGF I i MATERIAL ill I ! I i" VENT HEIGHT STORM COLLAR 15- INSTALL HVAC UNITS ON LEVEL CURBS. SECURE 0 0 o ACTUATOR " i {I ABOVE ROOF MIN- 12" FLAT ROOF ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE PLANS FOR DETAILS. I jli FLASHING CONE FIRE STAT STORM COLLAR : • 16. ALL OUT SIDE AIR INTAKES SHALL BE A MI MNIMUM OF 10 FT FROM EXHAUST FANS OR a a ❑O _DAMPERPLUMBING VENTS. FLASHING CONE FLAT ROOF 17. PROVIDE PROTECTIVE GUARDS FOR ALL HVAC o ----_ __- -- — UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE + .•, --- OR LEDGE GREATER THAN 30 INCHES FROM THE 0 0 0 , FLOOR. __ _ ` 18. OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS 7 AL29-4C DOUBLE WALL GAS VENT SHALL HAVE MOTORIZED DAMPERS THAT CLOSE r ) SLEEVE PITCHED ROOF ROOF CUT/PATCH AND SCALE: DETAIL WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING SEAL BY OTHERS. O y ` � M5 WARM-UP, COOL DOWN AND/OR SETBACK. - _ Ili 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE (1) O .i I { (i! HONEYWELL VISION PRO 8000 PROGRAMMABLE RATED DUCT ACCESS DOOR S-JOINT MOUNTING S-JOINT ''ll ! i I ; il; THERMOSTAT UNLESS NOTIFIED OTHERWISE. MOUNT r _— � F�� v WITH MAXIMUM ACCESS �� ANGLE STAT AT 46" A.F.F., EXCEPTIONS: FOR FSD (MIN 12"x12") 16 MAX. 6" MIN. 6" MAX. 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) DUCT USE HONNEYWELLUNIT H TEES (FR DETECTOR KE SFT. MAX. 196) FOR UNIT HEATERS (FREEZE PROTECTION O s GLOBE VENT ONLY) USE TEMP STAT MODEL TS41 SET AT 41 DEG F AND MOUNTED NO LOWER THAN THE UNIT NOTES: HEATER. - - - - - ---- — -- DUCT SCALE: DETAIL 20. ELECTRICAL CONTRACTORS SHALL COORDINATE- - PROVIDE DUCT ACCESS DDDR SM KE DETECTOR MANUFACTURERS RECOMMENDED INSTALLATION DETAILS AND INSTRUCTIONS �Fr/l ELECTRICAL REQUIREMENTS WITH THE MOST RECENT FOR INSPECTION AND MAINTENANCE. CEILING OR WALL AS TESTED AND APPROVED BY UL MUST BE USED IN LIEU OF THE ABOVE REVISION OF THESE PLANS AND THE SUBMITTALS O r n ACCESS PANELS ARE BY OTHERS. DETAIL WHERE APPLICABLE. PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE RESPONSIBLE FOR ELECTRICAL CONTRACTORS FAILURE TO REVIEW AND CLARIFY ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 5 FIRE SMOKE DAMPER 1986 2013 M5 SCALE: DETAIL 2� h 4� U REFER TO incorporated ARCH. DWGS_ 20 GA SHEETMETAL SLEEVE; ATTACH TO H E A T i td G 5 FT MAX CONCRETE WALL W/ 1/4" x 1-3/8" REMOVABLE WEATHERPROOF DUCT 2" WIDE 'DURODYNE' FLEX STRAP OR HAMMER-SCREW HOUSING S'�ce 1986 SUPPORT SLOPE 1/2' MAX EQUAL DUCT SUPPORT W/ WIRE OR HANGER STRAP TO STRUCTURE. MOTORIZED OR BACK DRAFT CONTINUOUS 5188 INTERNATIONAL WAY PER LIN FT / FLEX DUCT, SAME INTAKE LOUVER DAMPER BIRD SCREEN MILWAUKIE,OR 97222 SIZE AS GRILL NECK I BIRD SCREEN FAX:. (503) 462-6555 RADIUS: 1-5X DUCT SIZESTANDARD CURB 8" PHONE: (503) 462-4822 BASE. FASTEN PER CCB # 50897 DAMPER MOTOR MANUFACTURER'S ADD INCREASER (WHERE USED) RECOMMENDATIONS WW A HVACI * * 125J6 HERE AS NEEDED FLASHING, CANT AND MENAW% 12" MAXSURFACE MOUNT OUTSIDE WALL - � INSULATION BY OTHERS 5193 5T ANTHONY5 DUCMAIN OR BRANCH I �� �.= R9QF _ DUCT _ _---_ __-- T-BAR MOUNT: \- DIFFUSER SEE SCHEDULE i } 1'lHHG�ShtANA EK FOR TYPE AND SIZE 1-1/2" x 1-1/2" x 22 GA ANGLE !111 DUCT J. LAC-KI TO T-BAR GRID W/ BRACKET; ATTACH TO LOUVER AND j tI ism 2X SEE STRUCTURAL PLAN 4 APPROVED FASTENERS O SLEEVE W/ #10 TEK SCREWS; LOCATED WITHIN 3 INCHES 1 (TYPICAL AT EACH CORNER) iI MOTORIZED 1. R RU55ELL OF GRID INTERSECTIONS- BACKDRAFT (-i i � DAMPER DATE I MAR 2013 8 TYPICAL SUPPLY DIFFUSER s EXHAUST LOUVER to INTAKE EXHAUST HOOD aneernn.e: M5 SCALE: DETAIL MS SCALE: DETAIL M5 SCALE: DETAIL HVAC DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT REVISION:. N/A REVISION:. N/A IM1415 N:. All drawings prepared by HVAC INC N/A are the exclusive property of HVAC INC and, unless otherwise agreed in writing, MW41Iav_ HVAC INC sholl be deemed the author of them N/A and shall retain all common law, statutory and other reserved rights, in addition to VHFLT M5 the copyright. Any use thereof without the express written consent of HVAC INC is prohibited. GENERAL NOTES 1. DO NOT SCALE DRAWINGS. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF COMPONENTS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY. ACTUAL SIZE AND LOCATION OF EQUIPMENT, DUCT WORK AND PIPING MAY VARY DUE TO MANUFACTURER OR FIELD CONDITIONS. COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH OTHER TRADES TO PROVIDE ADEQUATE CLEARANCE AND ACCESSIBILITY AS REQUIRED BY MANUFACTURERS. 3 3. INSTALLATION SHALL COMPLY WITH THE �EDPROFF � 3 GOVERNING CODES AND REGULATIONS. VS��� 1 �'W 5 97PE 2-WAY MANUAL 4. CONCEAL ALL DUCTWORK INSIDE WALLS AND/OR CONTROL AIR VENT ABOVE CEILINGS, UNO. P/ VALVE 5. ALL SHARP RADIUS (R<1.5) ELBOWS SHALL BE PORT FURNISHED WITH TURNING VANES. �QJ N R\j 6. DUCTWORK SHALL BE FABRICATED AND FLOW EXPIRES: 12/31/14 INSTALLED PER SMACNA STANDARDS. SUPPORT SETTER DUCT WORK PER OMSC 603.10. SEAL DUCTWORK HOT WATER UNIONS PER RS-18, 1/2" SP TO 1" SP SEAL TRANSVERSE RELEASED FOR HEATING JOINTS. COIL I II I I OUTSIDE7. ALL SUPPLY, RETURN AND AIR DUCTS PERMIT I OREGON ENERGY INSULATED AND SEALED SHALL BE 2010 ROD TTM INER 503.2.7. INTERIOR DUCTS SHALL BE INSULATED MGR 3/4" HOSE END- P/T DRAIN VALVE ABOVE THE BUILDING BARRIER. BALL VALVE DRAIN PORI 8. INSTALL VOLUME DAMPERS IN ALL DUCT RUNS TO FINAL SUPPLY TERMINALS. 9. ALL ROUND DUCTS SHALL BE RIGID, EXCEPT THE LAST 5'0 WHICH MAY BE FLEX ABOVE A T-BAR O 0 HEATING HEATING CEILING. WATER WATER SUPPLY RETURN 10. ALL MOTORIZED OUTDOOR AND EXHAUST 3/4" MAKE-UP WATER DAMPERS SHALL HAVE A MAXIMUM LEAK RATE OF PRESSURE GAUGE (BY OTHERS) 4 CFM PER SQFT @WG PER 500-19988,, EXCEPT PACKAGED EQUIPMENT SHALL BE 20 HOT WATER COIL DETAIL AUTOMATIC AIR VENT CFM/FT 01" WG. M6 SCALE: DETAiI 3/4" BYPASS 2-1/2" HWS 11. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS AT TAKE—OFFS 2-1/2" HWR FROM BUILDING DAMPERS.NCING. PROVIDE ACCESS PANELS TO CHECK VALVE HWH HWRr— HWRe FOR 12. LINE FIRST 10 R OF SUPPLY, RETURN AND S- 2-1/2" HWS TO BUILDING sl— H I I �T HW EXHAUST DUCTS FOR SOUND. O SHUT—OFF VALVE (TYP) 13_ SMOKE DETECTORS SHALL BE INSTALLED IN ' P—i RETURN DROP AND SHALL DEACTIVATE THE O P/T PORT EQUIPMENT UPON SENSING SMOKE. INSTALL SMOKE x STRAINER �/ M \_ AIR SEPARATOR DETECTOR IN SUPPLY AIR DUCT ONLY WHERE 3/4 LINE = III��� TEMPERATURE SENSOR REQUIRED BY LOCAL AUTHORITY. SMOKE DETECTORS P4 4" LINE f PRESSURE RELIEF; ROUTE TO REQUIRED IN ALL SYSTEMS 00 CFM. GMSC 3/4- 606.2. ALL AIR MOVING SYSTEMS >2000 CFM SHALL BLOW—DOWN VALVE FLOOR SINK W/ AIR GAP FITTING BE EQUIPPED WITH AUTOMATIC SHUTOFF PER GMSC HV�rcr— WITH HOSE CONNECTI 606.2.1 3 AUTOMATIC AIR VENT 14. FIRE SMOKE DETECTOR INDICATOR SHALL 3 GAL POT FEEDER = x x PRESSURE GAUGE GAS UNE (BY OTHERS) BE INSTALLED WHERE SHOWN. INSTALL INNOVAIR laa SSK451 WITH PS24LO AND PS12/24LSW. REQUIRED 73/4" DRAIN TO FLOOR WHERE CFM >2000 AND NO BUILDING ALARM DRAIN WITH AIR GAP PH NEUTRALIZER (FURNISHED BY BOILER MANUF) SYSTEM (B.A.S.) IS PRESENT. (OMSC 606.4.1) 3/4" FILL LINE W/ VALVE 15. INSTALL HVAC UNITS ON LEVEL CURBS. SECURE AND HOSE CONNECTION B-1 ALL UNITS >400 LBS WITH SEISMIC RESTRAINT. SEE ET-1 3/4" PVC CONDENSATE DRAIN W/ TRAP PLANS FOR DETAILS. "I (PROVIDED BY BOILER MANUF); 16. ALL OUT SIDE AIR INTAKES SHALL BE A 3/4" DRAIN TO FLOOR ROUTE TO FLOOR SINK W/ AIR GAP FITTING DRAIN WITH AIR GAP MINIMUM OF 10 FT FROM EXHAUST FANS OR PLUMBING VENTS. �- 4" HOUSEKEEPING PAD 1-1/2" COPPER DRAIN; ROUTE TO 17. PROVIDE PROTECTIVE GUARDS FOR ALL HVAC (BY OTHERS) FLOOR SINK W/ AIR GAP FITTING UNITS LOCATED WITHIN 10 FT OF A ROOF EDGE F—> LEDGE GREATER THAN 30 INCHES FROM THE FL FLOOR. W 18, OUTDOOR AIR SUPPLY AND EXHAUST SYSTEMS (U` SHALL HAVE MOTORIZED DAMPERS THAT CLOSE O V WHEN THE SYSTEM IS SHUT OFF, DURING BUILDING WARM-UP, COOL DOWN AND/OR SETBACK. 2 BOILER PIPING DIAGRAM 19. ALL INDIVIDUAL HVAC SYSTEMS SHALL HAVE (1) O M6 SCALE: DETAIL HONEYWELL VISION PRO 8000 PROGRAMMABLE THERMOSTAT UNLESS NOTIFIED OTHERWISE. MOUNT �� r STAT AT 48" A.F.F., EXCEPTIONS: 19A) FOR TEMP HEAT UNITS (SHELL BUILDINGS) ^J USE H OR UNI ELL TEES (FR � Fes{ 196) FOR UNIT HEATERS (FREEZE PROTECTION O ONLY) USE TEMP STAT MODEL TS41 SET AT 41 DEG F AND MOUNTED NO LOWER THAN THE UNIT HEATER. 20. ELECTRICAL CONTRACTORS SHALL COORDINATE - - ELECTRICAL REQUIREMENTS WITH O REVISION OF THESE PLANS AND THE SUBMITTALS PRIOR TO CONSTRUCTION. HVAC INC SHALL NOT BE RESPONSIBLE FOR ELECTRICAL CONTRACTORS r I FAILURE TO REVIEW AND CLARIFY ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 1986 2013 w .1 VAC , �= IncorporaLad �� H E A T I N G Sr/7ce 1986 5188 INTERNATIONAL WAY MILWAUKIE,OR 97222 FAX% (503) 462-6555 PHONE: (503) 462-4822 OR CCB # 50897 WA HVACI * * 125J6 FRE NAME:. 5193 5T ANTNONY5 J. LASKI rR : RUSSELL DAM I MAR 2013 SHUTMU: HVAC PIPING DETAILS REFERENCE ONLY NOT APPROVED WITH THIS PERMTT REVOON:. N/A REMON:. N/A REVMON:. All drawings prepared by HVAC INC N/A are the exclusive property of HVAC INC and, unless otherwise agreed in writing, "V1410M. HVAC INC shall be deemed the author of them N/A and shall retain all common law, statutory and other reserved rights, in addition to M6 written `* 6 the copyright. Any use thereof without the express written consent of HVAC INC is prohibited. ? �Fss�o EG �h POWER DEVICES LIGHTING DEVICES TELECOMMUNICATION DEVICES ABBREVIATIONS LIGHTING SCHEDULE DRAWING INDEX-IN ol 14 �fCnOy�y2 AC3 rQ� N TELECOM OUTLET WITH (1) CAT6 JE� EXISTING TO REMAIN TYPE DESCRIPTIONDUPLEX RECEPTACLE [+ 18"] ° SURFACE MOUNTED LIGHT FIXTURE ODWG DESCRIPTION r DEVICE [+ 18 ] F FUTURE I EXPIRES iz-ai-la DUPLEX RECEPTACLE [ABOVE COUNTER] SURFACE MOUNTED EMERGENCY LIGHT FIXTURE TELECOM OUTLET WITH (1) CAT6 R) EXISTING TO BE RELOCATED A RECESSED FLUORESCENT TROFFER, (3)F32T8 LAMPS, MVOLT EO.10 ELECTRICAL TITLE SHEET o DEVICE [ABOVE COUNTER] D) EXISTING TO BE DEMOLISHED ELECT BALLAST. 93VA DOUBLE DUPLEX RECEPTACLE [+ 18"1 SURFACE MOUNTED LIGHT FIXTURE AB ABOVE COUNTER BACKSPLASH LITHONIA #2VT8 332 ADP MVOLT GEB101S PWS1846 LP835 E1.01 ELECTRICAL SITE PLAN TELECOM OUTLET WITH (2) CAT6 AC ALTERNATING CURRENT DOUBLE DUPLEX RECEPTACLE [ABOVE COUNTER] �i SURFACE MOUNTED EMERGENCY LIGHT FIXTURE DEVICE ON CEILING A, AMP AMPERES AE SAME AS TYPE 'A' EXCEPT WITH MINIMUM 1400 LUMEN E2.01 NOT USED TIM , AFF ABOVE FINISHED FLOOR EMERGENCY BATTERY BALLAST. 93VA ,µµ DUPLEX RECEPTACLE IN CEILING H RECESSED FLUORESCENT LIGHT FIXTURE 0 TELECOM OUTLET WITH (2) CAT6 AEG ABOVE FINISHED GRADE E2.02 FIRST FLOOR PLAN - POWER & TELECOM : DEVICE [+ 18"1 AFI ARC-FAULT CIRCUIT INTERRUPTER Al SAME AS TYPE A EXCEPT (2)F32T8 LAMPS. 62VA ® SPECIAL PURPOSE POWER RECEPTACLE [+ 18"] ❑ RECESSED EMERGENCY LIGHT FIXTURE AHJ AUTHORITY HAVING JURISDICTION E4.01 ELECTRICAL ONE LINE DIAGRAM TELECOM OUTLET WITH (2) CAT6 AIC EQUIPMENT SHORT CIRCUIT INTERRUPT Al E SAME AS TYPE 'Al' EXCEPT WITH MINIMUM 1400 LUMEN ® ELECTRICAL EQUIPMENT CONNECTION RECESSED FLUORESCENT LIGHT FIXTURE DEVICE [ABOVE COUNTER] RATING. EMERGENCY BATTERY BALLAST. 62VA E4.02 ELECTRICAL PANEL SCHEDULES ® MAGNETIC STARTER AL ALUMINUM ❑ RECESSED EMERGENCY LIGHT FIXTURE TELECOM OUTLET WITH (3) CAT6 ALC AUTOMATIC LIGHTING CONTROL B SUSPENDED 36" DIA PENDANT FIXTURE, (2)24T5HO & (2)39T5HO E7.01 ENLARGED KITCHEN - POWER & TELECOM " ❑-, DEVICE [+ 18 ] ATS AUTOMATIC TRANSFER SWITCH SAFETY SWITCH � PENDANT LIGHT FIXTURE LAMPS, 120V ELECT BALLASTS. 137VA AUX AUXILIARY EUREKA #481OD1 36 2XT5 24+39 120 AC60 WH WH E8.01 FLOOR PLAN - LIGHTING FUSED SAFETY SWITCH ❑ PENDANT EMERGENCY LIGHT FIXTURE - TELECOM OUTLET WITH (4) CAT6 AWG AMERICAN WIRE GAUGE DEVICE [+ 18"] C CONDUIT C SURFACE MOUNT, 24" DIA FIXTURE, (2)CF24W & (2)CF36W 2G11 6720 SW MACADAM AVENUE,SUITE 100 ELECTRICAL MOTOR CONNECTION TRACK LIGHTING SYSTEM CB CIRCUIT BREAKER � TELECOM OUTLET WITH (4) CAT6 CKT CIRCUIT BASE LAMPS, 120V ELECT BALLASTS. 122VA PORTLAND,OR 97219 SINGLE-POINT ELECTRICAL CONNECTION 1--o—i STRIP LIGHT FIXTURE DEVICE [ABOVE COUNTER] CLT CEILING EUREKA #471OD1 24 2XT5 24 + 36 VOLT AC WH WH T 503-245-7100 Q PUSH BUTTON CONTROL [+ 45"1 EMERGENCY STRIP LIGHT FIXTURE 0 DATA OUTLET FOR WIRELESS NODE CT CURRENT TRANSFORMER D RECESSED FLUORESCENT TROFFER, (3)F32T8 LAMPS, INVERTED 117 SOUTH MAIN STREET,SUITE400 CU COPPER DIFFUSER, MVOLT ELECT BALLAST. 93VA SEATTLE,WA 98104 UP/DOWN/STOP PUSH BUTTON CONTROL [+ 45"1 ® RECESSED DOWNLIGHT Ovo J-BOX WITH BLANK. COVER FOR DISC DISCONNECT DC DIRECT CURRENT LITHONIA #2GT332 A12125V MVOLTI/3GEB101S PWS1836 LP835 T 206-576-1600 r TRANSFORMER ® RECESSED EMERGENCY DOWNLIGHT FUTURE TELECOM DEVICES DIA DIAMETER� SAME AS TYPE 'D' EXCEPT WITH MINUMUM 1400 LUMEN ©ANKROM MOISAN ARCHITECTS, INC.DIV DIVISION DE ® COMBINATION POWER/DATA/TELE WALL WASH FIXTURE * MOUNTING HEIGHT UNLESS OTHERWISE NOTED EMERGENCY BATTERY BALLAST. DP DISTRIBUTION PANEL FLUSH FLOOR BOX DWG DRAWING QQ JUNCTION BOX a WALL MOUNTED LIGHT FIXTURE SIGNAL DEVICES EEF MT EXHAUST FAMETALLIC TUBING D1 SAME AS TYPE 'D EXCEPT DIFFUSER IS NOT INVERTED. ❑{0i WALL MOUNTED EMERGENCY LIGHT FIXTURE ENCL ENCLOSURE E 36 INCH LONG, FLUORESCENT VANITY LIGHT, (2)F21T5 LAMPS, OO J-BOX - W/ EMERGENCY CIRCUIT O VOLUME CONTROL [+ 45"1 FA FIRE ALARM 120V ELECT BALLAST. 50VA PENDANT MOUNTED LIGHT FIXTURE FAA FIRE ALARM ANNUNCIATOR LITHONIA #11803RET5 BN M6 FLUSH AUTOMATIC DOOR ACTUATOR [+45"] © CLOCK [+96] FBO FURNISHED BY OTHERS PENDANT MOUNTED EMERGENCY LIGHT FIXTURE FC FOOT CANDLES F WALL MOUNTED SEMI-DIRECT FLUORESCENT FIXTURE, (1)F54T5HO ® CONTROL RELAY TIME CLOCK (TIME SWITCH) FLA FULL LOAD AMPERES LAMP, 120V ELECT BALLAST. 62VA O SURFACE MOUNTED LIGHT FIXTURE FSD FIRE/SMOKE DAMPER GAMMALUX #GDP42SG 154T5HO 120 ERS 12' EZW OP WH O SPEAKER-CEILING MOUNTED GEN GENERATOR DISTRIBUTION & EQUIPMENT 1 SURFACE MOUNTED EMERGENCY GFI GROUND Qs I SPEAKER-WALL MOUNTED [+84] GND GROUND FAULT CIRCUIT INTERRUPTER T LAMP,12 V ELECT BALLAST.FLUORESCENT DOWNLIGHT, (1)CFTR32W LIGHT FIXTURE HP HORSEPOWER ELITE #86PL 26/32/42 E MVOLT 8721CL-WH LINEAR SURFACE WALL MOUNTED LIGHT FIXTURE HTR HEATER FLUSH ELECTRICAL PANEL [MAX 6'-6" TO TOP] FIRE ALARM DEVICES IG CMIL THOUSAND ISOLATED GR UND MILS H 4 FT, FLUORESCENT STRIPLIGHT, (2)F32T8 LAMPS, MVOLT ELECT LINEAR SURFACE WALL MOUNTED EMERGENCY FIXTURE SURFACE ELECTRICAL PANEL [MAX 6'-6" TO TOP] KW KILOWATTS BALLAST. 62VA � LINEAR RECESSED SSZZ, KVA KILOVOLT-AMPERES LITHONIA #2232 MVOLT GEB101S HC36/WGZ48 FLUSH CONTROL PANEL (MAX 6'-6" TO TOP] WALL MOUNTED EMERGENCY FIXTURE J FIRE ALARM HORN/STROBE [+ 88"] LTG LIGHTING J NOT USED I-0- FLOOD LIGHT FIXTURE ❑D FIRE ALARM PULL STATION [+ 45"] LCP LIGHTING CONTROL PANEL o SURFACE CONTROL PANEL [MAX 6'-6" TO TOP] MAX MAXIMUM a POLE ARM MOUNT LIGHT FIXTURE [x] INTERCOM HORN [+ 88"] MB MAIN BREAKER K LED TAPE LIGHT WITH DRIVERS AS REQUIRED. U.G. VAULT MCA MINIMUM CIRCUIT AMPERES LEDHESIVE T REMOTE EMERGENCY BATTERY BALLAST 01 FIRE ALARM STROBE [+ 88"] MDP MAIN DISTRIBUTION PANEL METER BASE & SOCKET MFR MANUFACTURER L 6 INCH DIA, RECESSED FLUORESCENT DOWNLIGHT, (1)CFTR32W 29 EMERGENCY STEP LIGHT FIXTURE OO HEAT DETECTOR MIN MINIMUM LAMP, 120, ELECT BALLAST. 46VA MISC MISCELLANEOUS ELITE #B6PL 26/32/42 E MVOLT B721CL-WH REFERENCE SYMBOLS & WIRING (SIGN FACE)CEILING MOUNTED EXIT SIGN MAGNETIC DOOR HOLDER MLO MAIN LUGS MSP MAIN SERVICELY PANEL M SINGLE CIRCUIT LINE VOLTAGE TRACK, LENGTH PER DRAWINGS. @t WALL MOUNTED EXIT SIGN (+ 18" ABOVE DOOR] ® CONTROL MODULE MTD MOUNTED CON-TECH #LT-X-P ® ALARM MODULE NEC NATIONAL ELECTRICAL CODE CONDUIT WITH NEMA NATIONAL ELECTRICAL MFGR'S ASSOCIATION. M1 LOW VOLTAGE TRACK FIXTURE, INTEGRAL 12V XFMR, MR16 LAMP. GROUND CONDUCTOR $ SINGLE-POLE SWITCH [+ 45"] NL NIGHT LIGHT CON-TECH #CTL-116T-P NEUTRAL CONDUCTORO DUCT SMOKE DETECTOR $2 TWO-POLE SWITCH [+ 45"] NTS NOT TO SCALE -PHASE CONDUCTOR © PHOTO ELECTRIC TYPE SMOKE DETECTOR OFCI OWNER FURNISHED, CONTRACTOR INSTALLED X EXIT SIGN, LED, RED STENCIL LETTERS, BATTERY BACKUP, 120V. �-HOMERUN ARROW $3 THREE-WAY SWITCH [+ 45"] O OFOI OWNER FURNISHED, OWNER INSTALLED LITHONIA #LQM S 3 R 120/277 ELN M6 FIRE/SMOKE DAMPER OS OCCUPANCY SENSOR $4 FOUR-WAY SWITCH [+ 45"] PH, 0 PHASE SA 14 INCH DIA, SURFACE FLUORESCENT DRUMLIGHT, (2)26WDTT O PLAN NOTE MARK ® FIRE DOOR RELEASE PNL PANEL LAMPS, 120V ELECT BALLAST, DAMP LOCATION LISTED. 54VA $K SINGLE POLE-KEY SWITCH [+ 45"] PROVIDE TO FURNISH AND INSTALL TERON #EE226 120E WPL BZ 35K X SPRINKLER FLOW SWITCH SDP SUB DISTRIBUTION PANEL SHEET REFERENCE MARK $Lv LOW VOLTAGE SWITCH [+ 45"] SWBD SWITCHBOARD SAE SAME AS TYPE 'SA' EXCEPT WITH INTEGRAL EMERGENCY BATTERY 0 SPRINKLER TAMPER SWITCH SWGR SWITCHGEAR BALLAST. $m MOMENTARY LOW VOLTAGE SWITCH [+ 45"] QTB TERMINAL BOARD , X MECHANICAL. EQUIPMENT NOTE MARK @) BELL TEL TELEPHONE SB LED AREA LUMINAIRE, 25FT STRAIGHT SQUARE STL POLE. 109VA Z �K KEYED MOMENTARY LOW VOLTAGE SWITCH [+ 45"] KNOX BOX TK INSTALL TOE KICK LITHONIA #KAD LED 1 639530/40K SR3 MVOLT SPD04 DDBXD, XX KITCHEN EQUIPMENT NOTE MARK $D DIMMER SWITCH [+ 45"] TYP TYPICAL SSS 25 4C DM19 DDB POLE. O UPS UNINTERRUPTIBLE POWER SUPPLY w $D OCCUPANCY SENSOR SWITCH [+ 45"] V VOLTS SC LED AREA LUMINAIRE, 14FT STRAIGHT SQUARE STL POLE. 59VA SECURITY DEVICES VA VOLT-AMPERES O XXXXX FEEDER MARK LITHONIA #ASI LED 1 496350/40K SR3 MVOLT SPA DDBXD, $P SINGLE-POLE SW. W/PILOT LIGHT [+ 45"] VFD VARIABLE FREQUENCY DRIVE SSS 14 4C DM19AS DDB POLE. if [+ XX"] STANDARD MOUNTING HEIGHT UNLESS VR VANDAL RESISTANT cl� OTHERWISE NOTED ON DRAWINGS ® LIGHTING RELAY Ej< SECURITY MOTION SENSOR W WATT SO 6.7W LED STEPLIGHT LUMINAIRE, INTEGRAL 120V ELECTRONIC Q W/ WITH DRIVER. 8.5VA ® OCCUPANCY SENSOR ONE WAY CEILING MOUNT FOUR WAY SECURITY MOTION SENSOR W/0 WITHOUT BEGA #2196LED ® OCCUPANCY SENSOR TWO WAY CEILING MOUNT C� I SECURITY CAMERA WG WIRE GUARD WP WEATHERPROOF SE LED WALL MOUNTED AREA LUMINAIRE. OLW14 M2 ® OCCUPANCY SENSOR 360' CEILING MOUNT ® SECURITY KEYPAD [+ 45"] XFMR TRANSFORMER LITHONIA # ` ® OCCUPANCY SENSOR WALL MOUNT OD MAGNETIC DOOR SWITCH SF GROUND MOUNTED 12V FLOODLIGHT, 50W MR16 LAMP, 60W U 120V-12V TRANSFORMER. 50VA u © OCCUPANCY SENSOR POWER PACK ❑Q ELECTRIC STRIKE LINETYPE LEGEND WINONA #AS 0 LO XXX FO SHO C4 STD, TE-60-120V XFMR, CN5-XXX CANOPY O Lu PHOTOCELL © PANIC DEVICE ELECTRIC LATCH HOLD OPEN = F- UNDER GROUND SG BATTERY POWERED, WET LOCATION, EMERGENCY LIGHT. rz z ® u Lu AUTO DIMMER ® CARD READER [+ 45"] LITHONIA #WLTU MR ABOVE GROUND, IN WALL, CEILING, ETC. 4_j u u ® EMERGENCY LOAD CONTROL DEVICE RIX REQUEST TO EXIT DEVICE r J © NEW EQUIPMENT (TYPICAL) Z LIGHTING CONTACTOR O Z 00 EXISTING EQUIPMENT (TYPICAL) ® DAYLIGHT SENSOR = w ATRIUM TYPE DAYLIGHT SENSOR r DEMOLISHED EQUIPMENT-(TYPICAL) - 4- � ¢ Q VO u ou CL REVISION DATE REASON FOR ISSUE REFERENCE ONLY NOT APPROVED WITH THIS PERMIT COMMUNITY CENTER ELECTRICAL TITLE SHEET 6915 SW MACADAM AVE. SUITE 200 oz PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 MLA ZL< 3-01-2013 m FAX: 503.892.1190 CONTACT...STEVE SMITH CONSULTING ENGINEERS PROJECT NUMBER SHEET NUMBER engineering@mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE EO • l p x NONE ROPF 0-1 'qti�dF to d�9p PTd c N lJlO Ljy A�9 ��FA <r 20a6 EXPIRES 12-31-14 O � O � O TM O � O � O � O � O � O � O ® p O O O O > PORTLAND, L MINAIRE SCHEDULE MOR 972 AVENUE,SUITE 100 3 T03-245-1007219 Y ® Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts 117 SOUTH MAIN STREET,SUITE 400 I54 ADVANCE BALLAST#ICF- SEATTLE,WA 98104 1 y O SA 3 EE226 -2526-Ht-LD WATTS=43 Eagle226Q_Be 1800 1.00 43 T 206-576-1600 REFL=87% 111641.1es v >1 KAD LED 1 KAD LED WITH HUM ONE 74-WATT LED, ®ANKROM MOISAN ARCHITECTS,INC. SB 4 63B350/40K SR3 MODULE,63 LED's, DOWNLIGHTPOS. KAD_LED_t_6 Absolute 1.00 74.5 1:1O 6 350mA DRIVER,4000K 3B350_40K_S OTCOLOR YPE 3 ENS TEMPERATURE, R3.ies 7 ASI LED 1 ASI LED WITH HLM ONE 59.5-WATT LED, SC 1 49B350/40K SR3 MODULE,49LED's, AIMED DOWN POS. ASI_LED_1_4 Absolute 1.00 59.2 � LED ❑ 350mA DRIVER,4000K 9B350_40K_S COLOR TEMPERATURE, R3.ies TYPE 3LENS >1 ASI LED 1 AS1 LED WITH HLM ONE 59.5-WATT LED, SC2 1 49B350/40K SR3 MODULE,49LED's, AIMED DOWN POS. AS1_LED_1_4 Absolute 1.00 118.4 .i DD .3 D.2 .1 0.7 O.f D350mA DRIVER,4000K .1 9 ❑ 9B350 46K X COLOR TEMPERATURE, Riles .1 0.1 1D.2 1D.3 IbA DA b.5 0.3 b.t b.1 0.1 b.1 Vi ba 0.5 TYPE 3 LENS lb D.f .f .1 1t.1 b.1 b.1 .z b D.s b.e 0.6 b.6 5 b.2 0.3 1 D.b 0.8 b. 13.4 .2 D.f 10 CASTALUMINUM Q SB - SD 2 2196LED HOUSING, SIX WHITE LEDS 2196LED.ies Absolute 1.00 8.5 D.t D.3 D.2 0.t _ .SB TRANSLUCENT WHITE 0.1 b.2 .a b.2 D.t O.t I 1 GLASS ENCLOSURE 1 WITH SLOTTED CAST .3 ba A bA b.3 b.3 b.3 0.3 3 JO 1. 1. 1. 1. 1. 1 0 5 4 5 .e .t .3 .7 .7 .5�^I D.9 .6 D.3 b2 1 �` ALUMINUM FACE / 1 PLATE. D 0 D.e .9 .8 b .5 b.e 1.1 1.2 12 b. .6 D. 2 .3 .4 .2 1.0 .8 0.6 0.3 b.3 / > SE 20 OLW14 OUTDOOR LED ONE WATT LED, OLW14.ies Absolute 1.00 26.3 O.f .f .$B 1.5 j b.9 .s b. .f bs D .e .o Us *0.9s *0.8e U. WALLPACK.LED TEMP AIMEDD DOWN POS. 60.8( U 0.1 1.7 '1.7 Y.3 s b ®D.9 .a D. D.7 E 7 2 `L2 'I D.7 D.5 S D.o 0.7 .0 1.4 1. 1. 1 0.5 .z A 1.3 .8 1. 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D.0 D.0 C b.t 13.1 b.t D.0 b.0 D.o .0 .0 b.0 0E- ❑ MODULAR CLASSROOMS 00000000000000000000 (EXISTING) 6 f 000000a 0000000000000 ,9 �48+ 00000o0000a000000aoo � �� ROOM 4A ROOM 4B T� > LU _ afc � O \ \ 90 O I- ° r MODULAR i z / \ LLJ CLASSROOMS 4-JU u \ (RELOCATED) \ �{(� J Cf R00 OOM � / > \ \ POINT )6 ® _ g N AYOUT V / u u a- 0 -T / t L / >1 v 4, R > ❑❑ TR / ' RADII > v g S V� REVI ION DATE REASON FOR ISSUE I� o � 1 5-06-13 ADDENDUM NO. 1 � A32, Q PGS �d S O > v REFERENCE ONLY COMMUNITY CENTER NOT APPROVED WITH THIS PERMIT ELECTRICAL SITE PLAN LIGHTING CALC. Calculated values induce direct and interreflacted components. N 6915 SW MACADAM AVE_ 1 ELECTRICAL ' SITE PLAN - LIGHTING CALCULATION PORTLAND, OREGONIT97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 M E 1 LC SCALE: 1 "=30'-O" 0 503.892.1 190 M 0 15' 30' 60' CONTACT...STEVE SMITH C O N S U L T I N D ENIGINEERS PROJECT NUMBER SHEET NUMBER engineering®mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 - 13 PERMIT SET SALE E 1 . LC X AS INDICATED i f �R ROFFS ° Neem si 51i� r _ r1 it \ °y EXPIRES 12-31-14 B� \\ TM O r \ b oP r C�l / lAfli °'S' O oy °� • MACADAMok 6720 SW 2 9VENUE,SUITE 100 PORTLAND,O \ j T 503-245-7100 os, ° 117 SOUTH MAIN STREET,SUITE 400 GENERAL NOTES:' o � qs, SEATTLE,WA 98104 \ 0 ° 1. MINIMUM CONDUIT SIZE FOR UNDERGROUND BRANCH T 206-576-1600 \ CIRCUIT WIRING IS 1" SCH40 PVC, MINIMUM 24" BURY. OANKROMMOISANARCHITECTS,INC. 0 ° \ oy 2. MINIMUM BURIAL DEPTH FOR UTILITY PRIMARY AND SECONDARY CONDUITS IS 42" BELOW GRADE. DO ° \ (E)UTILITY POLE 3. SEE LANDSCAPE PLANS FOR EXACT LIGHT POLE AND o/ o\ o TRANSFORMER PAD LOCATIONS. o\ I/' ° 10 0y KEYED KEYED NOTES: 0 1. EXISTING PADMOUNT TRANSFORMER TO BE REMOVED BY / ( °\� UTILITY. 1— S 2. REMOVE EXISTING UNDERGROUND PRIMARY/SECONDARY _ _ \ PVC CONDUITS. CONDUCTORS ARE REMOVED BY UTILITY. 4 4+ J \ \\ \ 3. INTERCEPT EXISTING SECONDARY CONDUITS AND EXTEND TO NEW TRANSFORMER. CONDUCTORS BY UTILITY. 1-4"C 5 40 os, / / / / \ \ \ 4. PADMOUNT TRANSFORMER BY UTILITY. PVC PRI. ,/SB / \ \ oy 5. STUBOUT 4" SCH40 PVC INTO HANDHOLE J—BOX FOR (E)UTIUTY P \ � \ 2-4" SC / \ FUTURE USE. \ \ \ PVC se \\ / 2 5-3" S 0� VC SEC. / / \ / / 4" SCH40 �Oa SD D ( z� / \ /// PVC WIT PULL If�G / °\ I \ VIA LRP 0 5-3" SCH40 °.a ❑ I I PVC SEC. \ /� / 0\ T� I L / / + 0 L J � I �--/ L (E)2-4" SEC. Z 2 �( 1 ) — ° 0 C �° w ° (E)1200Ao o I Q / n 120V r II II SERVICE I SERV \ \a 4" SCH40 J I I 0 / PVC TELE/DATA I ®� (E)800A a0000000000000000000 0 ❑ a000000000000000000o d CONDUIT Idl O 208Y/120V 00000000000000000000 I O SERVICE o oy \ I v = H- \ `� 4-ju u \ \ I (E)TELE/DATAU °y \ VAULT J z m \ I I _ LLJ \ � Qo = Oy \ \ I r I u U ON \ \ -� � � 1 J 1-c OH v • GPe I I o / d d REVISION DATE REASON FOR ISSUE 5-06-13 ADDENDUM NO. 1 LAL- 5 \ . 0 8 I I • F I I • I / / ° I o / �° 1 1 I 1 1 I 1 1 I / / \ X ° \ °yo COMMUNITY CENTER \� REFERENCE CEPNOT APPROVED WN PERMIT ELECTRICAL SITE PLAN r °y N 1 E C T R I C A L SITE PLA 6915 SW MACADAMAVE. IF CALE: 1 0" SUITE 200 E 101 0 15' 30' 60' PORTLAND, OREGON 97219 DATE REVISION m PHONE: 503.892.1 188 3-01-2013 �� FAX: 503.892.1190 m m CONTACT...STEVE SMITH CONSULTING ENGINEERS PROJECT NUMBER SHEET NUMBER engineering®mke—ine.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE El 001 X AS INDICATED ROPFSS/ INC tP OR GOW Fpyr'<Y 2a 19g��P FN M. l�G EXPIRES 12-31-14 i db e db 13 1 16 16 14 II - - - - - - - - - - - - - - - - - - - - - - - - - 2 ❑LiI� ! ( '' ` ,A KITCHEN 113 ! it I I i III 4FR ANTRY 16 I KITCHEN 113D 30 9 2K 1 I 6720 SW MACADAM AVENUE,SUITE 100 B i i D ) E I F I _ j= - PANTRYI PORTLAND,OR 97219 o2K T 503-245-7100 l�llKITCHENI 113A I 1 ( � j I � ! 1 117 SOUTH MAIN STREET,SUITE 400 3 I ! --- - ! 9 1 - I SEATTLE,WA 98104 Lh '- _---- - - -- - ---_. T 206.576-1600 i -- 20i -�- 14 j RESTROOM {� Z� j �I 114 CSF ©ANKROMMOISANARCHITECTS,INC. _ I - _ r $ I _-GFI l� STAIR - j ST 2 7 - AN '! I no 8 � . IH AHU AUDITORIUM - -- - --` 1J I P 1 1 2C-4.6. H - A-14.16. - � CW 49 AHU VFD B -_ - �t I ^ 110 2K-18.20. 8 4 MECH. - - l WATER r s r �l -- 1 ' 4 d -- 5 120- III 120A I� I \' r.�� '- 4 i ,:- •:.i �� ,i - - - - --- ----- - - - -- ---- ---- - - - - -- - - - - - --- - - -- -�', a - (E!F � -;� EH ''r- -- 1 GFI = - _ - ---n I 28-3. -._ r : 1 ; HU MENWOMEN 4 -- - -- - wa +so.. STAGE AHU _ �1 Cl d - EF -.i 119 4 I� 118 6 GFl6 16 8 i 111 2B-1 SF ---__ 6 �-�- ' - - - _ -mss=-- -�I ❑ - _ I_ _ _ X ❑- 5 _ - - AHU i 2µ 2�: Fl - WATER COOLER 10 CORR. 1\ SF 2D 1i-' I\. ` GFI 105- it 6 JAFI.! J 1 „C. 2A-20. I I2 -- -- _---- ---- -' S 2C 001 A I 2 _ 6 --f 0 - - C 3 TB 2A 22. AHU 6 VERTICAL 4 2C-8. 2C-10.12. _ __ CORR. _CORR. CORR. PLATFORM / 2C-26. ----- j ��1 - I': STAIR _ i X101 101 A . LIFT I 2A-1$. ST-3 I ( MECH./ 2A-6.8. 10 6 WH CP WP �'" CEF 1 - - - - SF LOBBY 2S 6 I 1 1 12 TR 2 U.C. 1 100 IllKITCHEN j�lwr wP -THEATRICAL LTG DOODELIVERY RBELL I - - CONTROL WIRING I -SEE E7.01 HUB 'CWH' CU CU CORR. 1 2 COURT 104 NURSERY/MEETING TR STORAGE 112 2 GFI CORR. 2C-it o 102 122 I „12 I I I 10 2A-10.12. 1 2 Th J OUTLETS R +66 1"C wP 7 2C-14 FOR FUTURE N 12 LRP j 16.18. 2C-20. 26 ELEC. 2B 2A-2. 22.24. WH 117 CLOSET 15 13 14 15 13 14 2A wP �wa 102A j 12 TR 12TR N14 3 J I STAIR DATA RACK M CU CU (� wP -- 0 14 I ST-1 cFl 16 18 2A-28. 24 2A-4. 14 I --- wP 4 24.26. Z IN I STORAGE STORAGE I _Fl1 - TR- I - I O REFRIG. DISHWASHER 11 „C 12 12 102 UTILITY METER LU t- - - - - - - - - - MICROWAVE - -❑ Ej C'31 - MAIN SERVICE O - ------ 12 PNL '2MSP-CC' wp GR Q � nnnnnnnnnnnnnnnnnnnnnn I N > _ FIRST FLOOR PLAN - POWER & SIGNAL GENERAL NOTES: KEYED NOTES: O � EZO SCALE: 1/8"=1'-0" 0 4' 8' 16' 1. ALL ELECTRICAL CONDUITS SHALL BE EITHER CONCEALED IN THE 1. PROVIDE PLYWOOD BACKBOARD 'TB' FOR TELECOMMUNICATIONS PER O LU ROOM CEILING, WALLS, FLOOR OR IN EXPOSED CEILING AREAS PROJECT SPECIFICATIONS. = III- TIGHT TIGHT UNDER THE TOP CHORD OF THE CEILING BAR JOIST, OR � U W RUNNING PARALLEL TO THE ROOF WIDE FLANGE BEAMS MOUNTED 2, TELE/COMMUNICATIONS CONDUITS ENTRANCE POINT. TIGHT TO THE VERTICAL WEBS. NO CONDUIT SHALL BE RUN 4_J U U PERPENDICULAR TO CEILING/ROOF BEAMS UNDER THE BOTTOM 3. NOT USED. CHORDS. NO EXPOSED CONDUIT ALLOWED WITHOUT PRIOR -I ~ APPROVAL OF ARCHITECT. FLEX CONDUIT ALLOWED ONLY WITH Q 0 Z Co i MECHANICAL EQUIPMENT SCHEDULE PRIOR APPROVAL OF ARCHITECT OR ENGINEER OF RECORD. 4. PROVIDE RED MUSHROOM HEAD PUSHBUTTON FOR BOILER EMERGENCY SHUTOFF. CONNECT TO DISCONNECT POWER AND GAS = w SYMBOL DESCRIPTION VOLTAGE PH. HP KW MCA FLA CONDUIT WIRE PANEL CIRCUIT COMMENTS 2. COORDINATE EXACT LOCATION OF ALL POWER OUTLETS AND - -- - ASSOCIATED WITH BOILER. COORDINATE WITH BOILER MFG AND 0 MARK NUMBER EQUIPMENT WITH ARCHITECTURAL AN MECHANICAL DRAWINGS PROVIDE WIRING AS REQUIRED. LABEL AS 'EMERGENCY BOILER �� Q O _ PRIOR TO ROUGH-IN. SHUTOFF'. SQUARE D CLASS 9001 TYPE KR OR EQUAL. Ln U U d AHU-1 AIR HANDLING UNIT 208 1 112 4.8 112 2#12,#12G 2D 29.31. 3. CONDUCTOR DESIGNATIONS "TICK MARKS" MAY NOT APPEAR ON 5. CONNECT CONTROLS TRANSFORMER ASSOCIATED WITH MECHANICAL AHU2-SF AIR HANDLING UNIT-SUPPLY FAN 208 3 7.5 26.0 20.8 1/2 3#10,#10G 2D 2.4.6. THIS DRAWING. CONDUCTORS SHALL BE PROVIDED AS NECESSARY EQUIPMENT. COORDINATE LOCATION AND REQ'MTS WITH MECH. TO ACCOMPLISH THE INTENT OF THE CIRCUITING. ® g< AHU2-EF AIR HANDLING UNIT-EXHAUST FAN 208 3 2 7.7 6.1 112 3#12,#12G 2D 8.10.12. 6. RECEPTACLE AND J-BOX FOR THEATRICAL LIGHTING PORTABLE AHU3-SF AIR HANDLING UNIT-SUPPLY FAN 208 3 15 49.8 39.8 1 114 3#3,#8G 2B 31.33.35. 4. WHERE THE CONTRACTOR ELECTS TO ROUTE CONDUIT FOR CONTROL CONSOLE. CONTROL WIRING TO 'CWH' BY THEATRICAL LTG AHU3-EF AIR HANDLING UNIT-EXHAUST FAN 208 3 5 17.9 14.3 112 3#12,#12G 2B 37.39.41. TELECOMMUNICATIONS OUTLETS IN OR BELOW THE FLOOR, THE CONTRACTOR. CONDUIT SHALL BE ROUTED EMBEDDED IN THE CONCRETE SLAB. AHU-4 AIR HANDLING UNIT 208 1 3/4 6.6 112 2#12,#12G 2B 21.23. 7. J-BOX WITH WEATHERPROOF COVER FOR FUTURE FOUNTAIN POWER. s B-1 BOILER 120 1 8.0 112 2#12,#12G 2B 7 - 8. FLUSH FLOOR BOX WITH DOUBLE DUPLEX RECEPTACLE AND CEF-1 EXHAUST FAN 120 1 1112 1/2 2#12,#12G 2B 9 TELE/DATA OUTLET. CEF-2 EXHAUST FAN 120 1 1112 112 2#12,#12G 2C 12 REVISION DATE REASON FOR ISSUE CU-1 CONDENSING UNIT 208 1 26.2 1/2 2#8,#10G 2D 33.35, 9. PROVIDE FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE. CU-2 CONDENSING UNIT 208 3 60.8 11/4 3#3,#8G 2D 37.39.41. SEE ONE LINE DIAGRAM 10. PROVIDE 1"C FROM FLOOR BOX TO J-BOX IN NOTE #11. CU-3 CONDENSINGUNIT 208 3 165.4 2MSP-CC CU-4 CONDENSING UNIT 208 1 26.2 314 2#8,#10G 2B 17.19. 11. FLUSH MOUNTED J-BOX WITH (3)-1"C STUBBED OUT INTO ROOF EH-1 MOTORIZED DAMPER 120 1 112 2#12,#12G 2C 23 STRUCTURE FOR OWNER'S AV SYSTEM. CONFIRM STUBOUT LOCATION WITH OWNER. EF-1 EXHAUST FAN 120 1 1/4 112 2#12,#12G 2D 25 IH-1 MOTOIZED DAMPER 120 1 112 2#12,#12G 2C 23 12. PROVIDE 1"C FROM TV OUTLET AND STUBOUT INTO ELECT ROOM. IH-2 MOTOIZED DAMPER 120 1 112 2#12,#12G 2B 5 KEF-1 KITCHEN HOOD EXHAUST 208 3 3/4 112 3#12,#12G 2K1 6.8.10. 13. 2"C FOR TELE/COMM CABLING. STUBOUT INTO ACCESSIBLE GEEING SPACE OF LOBBY AND AT TELE/COMM BOARD IN ELECT ROOM. KEF-2 KITCHEN HOOD EXHAUST 120 1 1/4 112 2#12,#12G 2K1 4 MUA-1 MAKE-UP AIR UNIT 120 1 113 112 2#12,#12G 2K1 2 14. CONDUIT MOUNTED AS HIGH AS POSSIBLE IN STRUCTURE. P-1 PUMP 208 3 1.5 112 3#12,#12G 2B 25.27.29, 15. PULL BOX WHERE CONDUIT ENTERS AUDITORIUM SPACE. ROUTE SF-1 SUPPLY FAN 120 1 112 2#12,#12G 2D 27 CONDUIT UP AND ACROSS CEILING STRUCTURE AND DOWN TO PULL CP-1 CIRC PUMP 120 1 116 112 2#12,#12G 2B 11 BOX ON OTHER SIDE. CP-2 CIRC PUMP 120 1 116 112 2#12,#12G 2D 21 WH-1 GAS WATER HEATER 120 1 1/2 2#12,#12G 2B 11. WH-2 ELECTRIC WATER HEATER 208 1 6 1/2 2#8,#10G 2D 17.19. COMMUNITY CENTER M-3 ELECTRIC WATER HEATER 208 1 6 112 2#8,#10G 2D 13.15. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT FIRST FLOOR PLAN POWER & SIGNAL 6915 SW MACADAM AVE. SUITE 200 &__ �11[ PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 FAX: 503.892.1 190 1 m CONTACT...STEVE SMITH C O N S 11 LT I N G E N 13 1 N E E R S PROJECT NUMBER SHEET NUMBER Ln engineering©mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE E2 . 02 o AS INDICATED X E P OFF 6.65 s�FAyF" 06 INCOMING UTILITY MAIN SERVICE PANEL '2MSP-CC' N M. to AND METERING SECTION -T- - PROVIDE METER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (E)POWER POLE �i I 12O�OA�B 1 200A BUS i EXPIRES i2-si-ia PADMOUNT PGE BASE PER PGE STUB-UP AT (E)POWER TRANSFORMER 200A 1 200A 1 200A 1 200A 1 200A 1 t00A 1 200A 1 UTILITY POLE PER PGE 3P J 3P J 3P J 3P /1 3P // 3P J 3P // k TM REQUIREMENTS OM I I I ri GROUN VERIFY FAULT BUS CURRENT AMPS WITH PGE 2 2004 2004 2004 2004 2004 1004 2004 6720 SW MACADAM AVENUE,SUITE 100 E4.1 PORTLAND,OR 97219 T 503-245-7100 4 ' SCH40 PVC (3)-4 SCH40 PVC PRIMARY SERVICE SECONDARY SERVICE 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 T 206-576-1600 PANEL PANEL PANEL PANEL PANEL PANEL PANEL Wp ©ANKROMMOISANARCHITECTS, INC. 2A 28 2C 2D 2K 21<1 2S CU-3 165.4 MCA / 208V, 3ph THRUJ 2004 LUGS 1 ONE LINE DIAGRAM E401 SCALE: N.T.S. 120/208V, 3ph, 4W PANEL SCHEDULE COPPER 3-WIRE FEEDER CONDUCTOR SCHEDULE LOAD SUMMARY - MAIN SERVICE PANEL '2MSP•CC' PANEL: 2S MKE&ASSOCIATES, INC. MOUNTING: FLUSH (THHN/THWN COPPER PHASE [& NEUTRAL*] CONDUCTOR ONLY) LOAD TYPE TOTAL (THHN/THWN COPPER GROUND CONDUCTOR) t PANEL LIGHTS RECEPT HEATING KITCHEN EQUIP MOTORS MISC. FED BY: 2MSP-CC BUSIMAIN: 100A MLO TAG CONDUIT CONDUCTOR EQUIPMENT GROUND 0303 1/2" 3#10 #10 PANEL 2A 7,688 5.300 0 0 5,500 0 0 18,488 VA LOC: STAGE 111 VOLTS PHASE WIRE 0403 3/4" 3#8 #10 OVA 1201208 3 4 0503 3/4" 3#6 #10 PANEL 2B 0 720 0 0 1,460 34,291 0 36,471 VA 0603 3/4" 3#6 #10 0703 1" 3#4 #8 PANEL 2C 6,520 5,260 0 2,700 3,500 0 0 1 17,980 VA C DESCRIPTION VA AIP No. A 8 C No. AIP VA DESCRIPTION C 0803 11/4" 3#3 #8 PANEL2K 1,555 1,260 0 1 31,839 15,361 1 0 0 50,015 VA 1 1ST ELECTRIC 1000 20/3 1 2 2013 1000 FRONT OF HOUSE LT PIPE 1 0903 1 1/4" 3#3 #8 PANEL 2S 18,000 0 0 0 0 0 0 18,000 VA 1 1000 3 4 1000 1 1003 1 1/4" 3#2 #8 PANEL D 0 0 18,000 0 0 37,846 0 55,846 VA 1 1000 5 6 1000 1 1253 1 1/2" 3#1 #6 1503 1 1/2" 3#1/0 #6 CU-3 59,544 59,544 VA 1 1ST ELECTRIC 1000 2013 7 8 2013 1000 FRONT OF HOUSE LT PIPE 1 1753 2" 3#2/0 #6 1 1000 9 10 1000 1 2003 2" 3#3/0 #6 TOTAL 33,763 12,540 18,000 34,539 25,821 131,681 0 256,344 VA 1 * 1000 ' 11 12 1000 1 2253 2" 3#4/0 #4 2503 2 1/2" 3#25OKCM #4 CODE FACTOR 1.25 1.00 1.00 1 1 1 2ND ELECTRIC 1000 2013 13 14 20/1 SPARE 3003 3" 3#35OKCM #4 CODE LOAD 42,204 11,270 18,000 34,539 25,821 136,028 0 1 267,862 VA 1 1000 15 ' 16 20/1 SPARE 4003 3" 3#500KCM #3 LARGEST MOTOR LOCATED ON PANEL: 2B 5,796 1 1000 17 18 20/1 SPARE 6003 (2)3" EACH W/ 3#350KCM #1 1 2ND ELECTRIC 1000 2013 19 20 2011 SPARE 1 8003 (2) 3" EACH W/ 3#500KCM #1/0 ° 10003 (4)2 1/2" EACH W/ 3#250KCM #2/0 " 10 KVA+50% OF BALANCE 744 A 1201208V,3 PH,4 WIRE 1 1000 21 * 22 20/1 SPARE 12003 (4) 3" EACH W/ 3#350KCM #3/0 "125% OF LARGEST MOTOR+100% OF BALANCE 1 1000 23 24 20/1 SPARE 16003 (5) 3" EACH W/ 3#400KCM #4/0 BLANK 25 26 2011 SPARE 20003 (6) 3" EACH W/ 3#400KCM #250KCM 25003 (7) 3" EACH W/ 3#500KCM #350KCM BLANK 27 * 28 20/1 SPARE 30003 (8) 3" EACH W/ 3#500KCM #400KCM BLANK 29 30 2011 SPARE * NOTE: WHERE FEEDER TYPE IS USED ON A SINGLE PHASE - -- - --- -- -- - - ---- --- z FEEDER THE CONDUCTOR SHOWN IS TWO PHASE NEUTRAL BUS O LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD CONDUCTORS AND FULL SIZE NEUTRAL CONDUCTOR MAIN V' BONDING Lu 1. LIGHTS: 6,000 6,000 6,000 18,000 1.25 22,500 GROUND BUS _r JUMPER O 2.RECEPTACLE: 0 0 0 0 0 3.HEATING: 0 0 0 0 1.00 0 L -- - --- -- - - -- --- - - - --- -- --- - - - - - - - -- - -- - - -J 4. KITCHEN: 0 0 0 0 1.00 0 COPPER 4-WIRE FEEDER CONDUCTOR SCHEDULE Q 5. EQUIPMENT: 0 0 0 0 1.00 0 (THHN/THWN COPPER PHASE & NEUTRAL CONDUCTOR ONLY) #6 CU #3/0 CU #6 CU #3/0 CU #4 CU GROUNDED SERVICE V' 6.MOTORS: 0 0 0 0 0 (THHN/THWN COPPER GROUND CONDUCTOR) UTOILIDTUICXFMRFROM 1- 7.MISC. 0 0 0 0 1.00 0 TAG CONDUIT CONDUCTOR EQUIPMENT GROUND 0304 1/2" 4#10 #10 0404 3/4" 4#8 #10 INACCESSIBLE TOTAL(VA): 6�000 6,000 8000 18 0002_2 0504 1" 4#6 #10 CONNECTIONS TO BE 0604 1" 4#6 #10 EXOTHERMIC, TYPICAL = LARGEST MOTOR: 0 VA TOTAL LOAD: 50 A CODE DEMAND: 63A 0704 1 1/4" 4#4 #8 GAS SPRINKLER COLD WATER - - l 1 # KITCHEN EQUIPMENT0 0804 1 1/4" 4#3 #8 plpE PIPE PIPE ,�FOUNDATION STEEL O = w 0904 11/4" 4#3 #8 GROUND BUILDING ♦- NOTES: FIRST 10 KVA+50% OF THE BALANCE 1004 1 1/2" 4#2 #8 RODS STEEL = z * 125% OF THE LARGEST MOTOR+THE BALANCE 1254 1 1/2" 4#1 #6 U Lu 1504 2" 4#1/0 #6 4-1 u U 1754 2" 4#2/0 #6 2004 2" 4#3/0 #6 2 GROUNDING BONDING DIAGRAM J 2254 2 1/2" 4#4/0 #4 0 z m 2504 3" 4#250KCM #4 E401 SCALE: N.T.S. < Z 3004 3" 4#350KCM #4 • _ Lu 4004 4" 4#500KCM #3 4--; ~ Q 6004 (2) 3" EACH W/ 4#350KCM #1 /\ U 0 d L / 8004 (2)4" EACH W/ 4#500KCM #1/0 10004 (4) 3" EACH W/ 4#250KCM #2/0 12004 (4) 3" EACH W/ 4#350KCM #3/0 16004 (5)4" EACH W/ 4#400KCM #4/0 20004 (6)4" EACH W/ 4#400KCM #250KCM 25004 (7)4" EACH W/ 4#500KCM #350KCM 30004 (8)4" EACH W/ 4#500KCM #400KCM REVISION DATE REASON FOR ISSUE COMMUNITY CENTER REFERENCE ONLY ELECTRICAL NOT APPROVED wlTH THIS PERMIT ONE LINE DIAGRAM 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 m FAX: 503.892.1190 N CONTACT...STEVE SMITH CONSULTING E N M I N E E R 9 PROJECT NUMBER SHEET NUMBER engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 3 03-01 -13 PERMIT SET SALE E4. 01 S INDICATED x � PRFs 0 ,851 PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE �AF,oV°<Y 20.1995 PANEL: 2A MKE&ASSOCIATES, INC. MOUNTING: SURFACE PANEL: 2B MKE&ASSOCIATES, INC. MOUNTING: SURFACE PANEL: 2C MKE&ASSOCIATES,INC. MOUNTING: SURFACE yFN M. LC�� FED BY: 2MSP-CC BUSIMAIN: 225A MLO FED BY: 21VISP-CC BUSIMAIN: 225A MLO FED BY: 2MSP-CC BUSIMAIN: 225A MLO EXPIRES LOC: ELEC. 117 VOLTS PHASE WIRE LOC: ELEC. 117 VOLTS PHASE WIRE LOC: MECH120 VOLTS PHASE WRE 120/208 3 4 120/208 3 4 120/208 3 4 CC VA AIP No. A B C No. AIP VA DESCRIPTION C C DESCRIPTION VA A/P No. A B C No. MID VA DESCRIPTION C C DESCRIPTION VA A/P No. I A B C No. AP VA DESCRIPTION C J" 1 LIGHTS-AUDITORIUM 1767 2011 1 2 20/1 800 RECEPTS-MECHXFMR 2 2 RECEPTS 720 2011 1 2 2011 SPARE 1 LIGHTS 1234 20/1 1 2 20/1 400 RECEPTS-MECHXFMR 2 1 LIGHTS-AUDITORIUM 1767 20/1 3 4 2011 1000 RECEPTS-TELCO BOARD 5 5 FIRE/SMOKEDAMPERS 500 2011 3 4 2011 SPARE 1 LIGHTS 1082 20/1 3 4 20/1 900 RECEPTS 2 µ1l 1 LIGHTS-AUDITORIUM 1096 20/1 5 6 20/1 720 RECEPTS 2 6 IH-2 DAMPER 50 20/1 5 6 2011 SPARE 1 LIGHTS 744 2011 5 6 20/1 900 RECEPTS 2 1 LIGHTS 1134 20/1 7 8 2011 720 RECEPTS 2 5 B-1 960 20/1 7 ' 8 2011 SPARE 1 LIGHTS-LOBBY 1560 2011 7 8 2011 900 RECEPTS 2 1 LIGHTS 620 2011 9 10 20/1 540 RECEPTS 2 6 CEF-1 61 20/1 1 9 10 2011 SPARE 1 LIGHTS-LOBBY TRACK 900 2011 9 10 20/1 720 RECEPTS 2 Ankrom Musa 1 LIGHTS-EXTERIOR 783 20/1 11 12 20/1 720 RECEPTS 2 6 WH-1 &CP-1 500 2011 11 12 20/1 SPARE 1 FUTURE COURT POWER 1000 20/1 11 12 20/1 720 RECEPTS 2 1 LIGHTS-SITE 521 2011 13 14 2011 540 RECEPTS 2 SPARE 20/1 13 14 20/1 SPARE SPARE 20/1 13 14 20/1 720 RECEPTS 2 SPARE 2011 15 16 20/1 720 RECEPTS 2 SPARE 20/1 15 16 20/1 SPARE SPARE 2011 15 16 20/1 1200 RECEPT-MICROWAVE 4 SPARE 20/1 17 18 2011 360 RECEPTS-LTG CONSOLES 2 6 CU-4 2725 4012 17 18 20/1 SPARE SPARE 20/1 17 18 2011 800 RECEPTS-REFRIG. 5 6720 SW MACADAM AVENUE,SUITE 100PORTLAND,OR 97219 SPARE 20/1 19 20 20/1 180 RECEPTS-FLOOR BOX 2 6 2725 19 20 BLANK SPARE 20/1 19 20 20/1 1500 DISHWASHER 4 T 503-245-7100 SPARE 20/1 21 22 2011 1500 PLATFORM LIFT 5 6 AHU-4 687 20/2 1 21 22 BLANK SPARE 20/1 1 21 22 20/1 1000 RECEPTS 5 117 SOUTH MAIN STREET,SUITE 400 SPARE 20/1 23 24 2011 1000 RECEPTS-TELCO BOARD 5 6 687 23 24 BLANK SPARE 20/1 23 24 20/1 1000 RECEPTS 5 SEATTLE,WA 98104 SPARE 2011 25 26 2011 1000 RECEPTS-DATA RACK 5 6 P-1 828 15/3 25 26 BLANK SPARE 20/1 25 26 20/1 200 FIRE/SMOKE DAMPERS 5 T 206-576-1600 SPARE 20/1 27 28 20/1 1000 RECEPTS-AV SYSTEM 5 6 828 27 28 BLANK SPARE 20/1 27 28 2011 SPARE O ANKROM MOISAN ARCHITECTS, INC. SPARE 20/1 29 30 2011 SPARE 6 828 29 30 BLANK SPARE 2011 29 30 2011 500 WATER COOLER 5 BLANK 31 32 BLANK 6 AHU-3 EF 2148 30/3 31 32 BLANK BLANK 31 32 2011 SPARE BLANK 33 34 BLANK 6 2148 33 34 BLANK BLANK 33 34 20/1 SPARE BLANK 35 36 BLANK 6 2148 35 36 BLANK BLANK 35 36 2011 SPARE BLANK 37 38 BLANK 6 AHU-3 SF 5976 8013 37 38 BLANK BLANK 37 38 BLANK BLANK 39 40 BLANK 6 5976 39 40 BLANK BLANK 39 40 BLANK BLANK 41 42 BLANK 6 5976 41 42 BLANK BLANK 41 42 BLANK LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD 1.LIGHTS: 3.422 2.387 1.879 7.688 1.25 9.610 1. LIGHTS: 0 0 0 0 1.25 0 1.LIGHTS: 2.794 1:982 1,744 6.520 1.25 8,150 2.RECEPTACLE: 2,240 1.260 1.800 5.300 5.300 2.RECEPTACLE: 720 0 0 720 720 2. RECEPTACLE: 2.020 1.620 1.620 5.260 5,260 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 3.HEATING: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4.KITCHEN: 0 0 0 0 1.00 0 4.KITCHEN: 1,500 1.200 0 2,700 1.00 2,700 5. EQUIPMENT: 1,000 3,500 1,000 5,500 1.00 5,500 5.EQUIPMENT: 960 500 0 1,460 1.00 1,460 5.EQUIPMENT: 200 1,000 2,300 3.500 1.00 3,500 6.MOTORS: 0 0 0 0 0 6.MOTORS: 11.677 9.700 12.914 34,291 " 38,773 6.MOTORS: 0 0 0 0 " 0 7. MISC. 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 1.00 0 T MISC. 0 0 0 0 1.00 0 TOTAL(VA): 6,662 7,147 4,679 181488 20 410 TOTAL(VA): 13 357 10 200 12,aL4 3� 40 953 TOTAL(VA): 6 514 5,802 5 664 17 980 19 610 LARGEST MOTOR: 0 VA TOTAL LOAD: 51 A CODE DEMAND: 57 A LARGEST MOTOR: 5,976 VA TOTAL LOAD: 101 A CODE DEMAND: 114 A LARGEST MOTOR: 0 VAF TOTAL LOAD: 50A CODE DEMAND: 54 A #KITCHEN EQUIPMENT 0 # KITCHEN EQUIPMENT 0 # KITCHEN EQUIPMENT 2 NOTES: FIRST 10 KVA+50% OF THE BALANCE NOTES: FIRST 10 KVA+50% OF THE BALANCE NOTES: FIRST 10 KVA+50% OF THE BALANCE 125% OF THE LARGEST MOTOR+THE BALANCE " 125% OF THE LARGEST MOTOR+THE BALANCE 125% OF THE LARGEST MOTOR+THE BALANCE PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE PANEL: 2D MKE&ASSOCIATES,INC. MOUNTING: SURFACE PANEL: 2K MKE&ASSOCIATES,INC. MOUNTING: SURFACE PANEL: 21<1 MKE&ASSOCIATES,INC. MOUNTING: SURFACE FED BY: 2MSP-CC BUSIMAIN: 225A MLO FED BY: 21VISP-CC BUSIMAIN: 225A MLO FED BY: 2K BUSIMAIN: 225A MLO LOC: MECH 120 VOLTS PHASE WIRE LOC: KITCHEN 113 VOLTS PHASE WIRE LOC: KITCHEN 113 VOLTS PHASE WIRE 120/208 3 4 120/208 3 4 120/208 3 4 C DESCRIPTION VA A/P No. A B C No. AIP VA DESCRIPTION C C DESCRIPTION VA AIP No. A B C No. AIP VA DESCRIPTION C C DESCRIPTION VA A/P No. A B C No. AIP VA DESCRIPTION C z SPARE 20/1 1 ' 2 45/3 3120 AHU-2 SF 6 1 LIGHTS 1395 20/1 1 2 2011 1000 FIRE PROTECT SYSTEM E10 5 6 COOLER COND E1 1248 1512 1 2 2011 830 MUA-1 6 0 SPARE 2011 3 4 3120 6 1 HOOD LIGHTS E15 160 2011 3 4 20/1 1440 RECEPT E13 4 6 ' 1248 3 4 20/1 696 KEF-2 6 W SPARE 2011 5 6 3120 6 5 REFRIG. E16 804 2011 5 6 20/1 1440 RECEPT E13 4 6 FREEZER COND E2 1440 15/3 5 6 15/3 444 KEF-1 6 d' SPARE 2011 7 8 1513 924 AHU-2 EF 6 SHUNT TRIP 7 8 20/1 1440 RECEPT E14 4 6 ' 1440 7 8 444 " 6 0 SPARE 20/1 9 10 924 6 4 CONVECTION OVEN E17 720 20/1 9 10 2011 1440 RECEPT E14 4 6 1440 ' 9 10 * 444 6 SPARE 2011 11 12 ' 924 6 SHUNT TRIP 11 12 2011 1440 HEATED CABINET E25 4 6 FREEZER EVAP E3 812 1512 11 12 20/1 180 RECEPT-ROOF 2 Q 3 WH-3 3000 40/2 13 14 BLANK 4 CONVECTION OVEN E17 720 20/1 13 14 20/1 1275 HEAT LAMP E27 4 6 812 13 " 14 20/1 SPARE 3 3000 15 16 BLANK SHUNT TRIP 15 16 2011 276 COLD PAN E28 5 5 WI DRAIN LINE HTR E4 500 2011 15 16 20/1 SPARE ~ 3 WH-2 6000 7012 17 18 BLANK 5 REFRIG. E18 984 20/1 17 18 2011 1440 COMPUTER E29 5 5 W LIGHT E5 80 2011 17 18 20/1 SPARE 3 6000 19 20 BLANK 5 ICE MACHINE E19 2400 3011 19 20 20/1 1440 SALAD/CONDIMENT BAR E30 5 5 NA DOOR HEATER E6 500 2011 1 19 20 20/1 SPARE 6 CP-1 500 20/1 1 21 22 BLANK 5 MILK COOLER E9 816 20/1 1 21 22 2011 SPARE 5 W COOLER EVAP. E7 120 20/1 21 22 20/1 SPARE _ 6 EH-1 &IH-1 DAMPERS 100 20/1 23 24 BLANK 4 RECEPT E13 1440 20/1 23 24 2011 SPARE 5 W LIGHTS E8 160 20/1 23 24 20/1 SPARE u 6 EF-1 696 20/1 25 26 BLANK 4 RECEPT E13 1440 20/1 25 26 5013 5040 WAREWASHER E23 4 5 RECEPT-REF. 1104 20/1 25 26 BLANK i' 6 SF-1 1176 2011 27 ' 28 BLANK 4 RECEPT E13 1440 20/1 27 28 ' 5040 4 5 RECEPTS-FRZRS 1200 20/1 27 ' 28 BLANK O Lu L1J r N 6 AHU-1 687 2012 29 30 BLANK 2 RECEPTS 1260 2011 29 30 5040 . 4 5 RECEPT-MILK COOLER 576 2011 29 30 BLANK y u W 6 * 687 * 31 32 BLANK SPARE 20/1 31 32 1513 828 DISPOSER E24 4 5 RECEPTS-FRZRS 1200 20/1 1 31 32 BLANK 4-j u U 6 CU-1 2180 1 40/2 33 34 BLANK SPARE 20/1 33 34 828 4 5 RECEPTS-REFS 1200 20/1 33 34 BLANK J 6 ' 2180 35 36 BLANK SPARE 20/1 35 36 828 4 5 RECEPT-REF/FRZR 800 20/1 35 36 BLANK Z m 6 CU-2 5836 80/3 37 38 BLANK SPARE 20/1 37 38 3013 2067 HOT FOOD WELLS E26 5 BLANK 20/1 37 38 BLANK < O 6 5836 39 40 BLANK SPARE 20/1 39 40 2067 5 BLANK 20/1 39 40 BLANK _ N 6 5836 41 42 BLANK SPARE 2011 41 42 2067 5 BLANK 2011 41 42 BLANK ,, -^; Q O = V I V U d LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD LOAD CODE(VA) PH A PH B PH C TOTAL(VA) FACTOR CODE LOAD 1.LIGHTS: 0 0 0 0 1.25 0 1.LIGHTS: 1,395 160 0 1,555 1.25 1,944 1.LIGHTS: 0 0 0 0 1.25 0 2.RECEPTACLE: 0 0 0 0 0 2.RECEPTACLE: 0 0 1,260 1,260 1,260 2.RECEPTACLE: 0 0 180 180 180 3.HEATING: 9,000 3,000 6,000 18,000 1.00 18,000 3.HEATING: 0 0 0 0 1.00 0 3.HEATING: 0 0 0 0 1.00 0 4.KITCHEN: 0 0 0 0 1.00 0 4.KITCHEN: 10,743 10,908 10,188 31,839 0.65 20,695 4.KITCHEN: 0 0 0 0 1.00 0 5.EQUIPMENT: 0 0 0 0 1.00 0 5.EQUIPMENT: 6,907 3,159 5,295 15,361 1.00 15,361 5.EQUIPMENT: 2,804 3,020 1,616 7,440 1.00 7,440 6.MOTORS: 11,263 13,736 12,847 37,846 42,223 6.MOTORS: 0 0 0 0 0 6. MOTORS: 4,774 3,828 2,696 11,298 12,378 7.MISC. 0 0 0 0 1.00 0 7.MISC. 0 0 0 0 1.00 0 7. MISC, 0 0 0 0 1.00 0 TOTAL(VA): 20 263 16,736 18,847 55,846 TOTAL(VA): 19 045 14 227 11M 015 33 TOTAL(VA): 7 578 6 548 4 49218,918 1y REVISION DATE REASON FOR ISSUE LARGEST MOTOR: 5,836 VA TOTAL LOAD: 155 A CODE DEMAND: 167 A LARGEST MOTOR: 0 VA TOTAL LOAD: 139 A CODE DEMAND: 109 A LARGEST MOTOR: 1,440 VA TOTAL LOAD: 53 A CODE DEMAND: 56A #KITCHEN EQUIPMENT 0 # KITCHEN EQUIPMENT 13 #KITCHEN EQUIPMENT 0 NOTES: FIRST 10 KVA+50% OF THE BALANCE NOTES: THROUGH LUGS --T"1125% IRST 10 KVA+50% OF THE BALANCE NOTES: FIRST 10 KVA+50% OF THE BALANCE 125% OF THE LARGEST MOTOR+THE BALANCE '" 125% OF THE LARGEST MOTOR+THE BALANCE 1259%, OF THE LARGEST MOTOR+THE BALANCE COMMUNITY CENTER REFERENCE ONLY ELECTRICAL NOT APPROVED WITH THIS PERML IT PANEL SCHEDULES 6915 SW MACADAM AVE. SUITE 200 V PF PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.89 2.1 188 3-01-2013 m FAX: 503.892.1 190 Ln CONTACT...STEVE SMITH CONSULTING E N G I N E E R S PROJECT NUMBER SHEET NUMBER engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 g 03-01 -13 PERMIT SET SCALE E4. 02 X NONE P�ROFFss 4� e.9511 / M N O "20,19 9� Fo Y ZP yFN M. LO�� j I EXPIRESTIM 12-31-14 I I I KITCHEN EQUIPMENT SCHEDULE i DESCRIPTION VOLTAGE PH. HP VA MCA FLA CONDUIT WARE PANEL CIRCUIT COMMENTS l ! NUMBERI --------------- -- El WA COOLER CONDENSING UNIT 208 1 15.0 1/2 2#12,#12G 2K1 1.3. ALTERNATE E2 W1 FREEZER CONDENSING UNIT 208 3 15.0 1/2 3#12,#12G 2K1 5.7.9. ALTERNATE E24 2E23 KEF E13 2 6720 SW MACADAM AVENUE,SUITE 100 E3 WA FREEZER EVAPORATOR 208 1 7.8 1/2 2#12,#12G 2K1 11.13. ALTERNATE °" PORTLAND,OR 97219 { A y E4 Wl DRAIN LINE HEATER 120 1 500 1/2 2#12,#12G 2K1 15 ALTERNATE T 503-248-7100 + + - E5 WI LIGHT 120 1 80 1/2 2#12,#12G 2K1 17 ALTERNATEdl J j J I� „I II !j a 25 27 27 29 117 SOUTH MAIN STREET,SUITE 400 E6 VdDOOR HEATER 120 1 500 112 2#12,#1213 2K1 19 ALTERNATE SEATTLE,WA 98104 T 206-576-1600 E7 Wt COOLER EVAPORATOR 120 1 1.0 1/2 2#12,#12G 2K1 21 ALTERNATE T - - --- - --- �� "- ---_-- KI EN 2K-29. - -- -- -- ----- ©ANKROM MOISAN ARCHITECTS,INC. E8 VM LIGHTS 120 1 160 1/2 2#12,#12G 2K1 23 ALTERNATE KEF 1 13--__. E9 MOBILE MILK COOLER 120 1 6.8 1/2 2#12,#12G 2K 21 1 2K1-25. E10 FIRE PROTECTION SYSTEM 120 1 1.0 1/2 2#12,#12G 2K 2 E16 E17 E13 E18 E9 E13 27.29. Ell NOT USED ( S j E12 NOT USED tv E13 CONVENIENCE OUTLET 120 1 1.440 1/2 2#12,#12G 2K VARIES-SEE PANEL SCHEDULE ` - E14 CONVENIENCE OUTLET 120 1 1 1 1,440 1/2 2#12,#12G 2K VARIES-SEE PANEL SCHEDULE 9 ix a E15 E15 CANOPY HOOD LIGHTS 120 1 160 1/2 2#12,#12G 2K 3 �- 3 i u2, _� = l Lil. PANTRY -- --- E16 COOK'S REFRIGERATOR 120 1 6.7 1/2 2#12,#12G 2K 5 PROVIDE SHUNT TRIP CB AND CONNECTION TO FPS - D- - - - -- KITCHEN 113D E17 DBL STACK CONV.OVENS 120 1 6.0 1/2 2#12.#12G 2K 9.13. PROVIDE SHUNT TRIP C8 AND CONNECTION TOFPSJ 5 --- --- ` - ' .-_-------=�-- -_• _ 1136GFI ' E18 REACH-IN REFRIGERATOR 120 1 8.2 1/2 2#12.#1213 2K 17 E25 - wP - 2K1-12. E19 ICE MACHINE 120 1 20.0 112 2#10,#1013 2K 19 MUA 2K1 -- 2K-29. E20 NOT USED WP 1 -- E21 NOT USED - - - -- E14 E13 ,! - (�('� -i PANTRY_ E22 NOT USEDI'lI2K 113E E23 WAREWASHER W/BOOSTER HTR 208 3 42.0 3/4 3#6,#10G 2K 26.28.30. E24 DISPOSER 208 3 1 1/2 112 3#12,#1213 2K 32.34.36. E14 --_ L::: E10 E25 MOBILE HEATED CABINET 120 1 12.0 112 2#12,#12G 2K 12 E26 ` E26 HOT FOOD WELLS 208 3 4,960 112 3#10,#10G 2K 38.40.42. KITCHEN ' E27 FOOD GUARD HEAT LAMP 120 1 1,275 1/2 2#12,#12G 2K 14 - - N ( E27 113A E13 31 31 33 33 35 ¢¢ E28 DROP-IN COLD PAN 120 1 2.3 112 2#12,#1213 2K 16 LJ 2K -31. E29 COMPUTER 120 1 1,440 1/2 2#12,#12G 2K 18 � I 33.35. E28 RESTROOM E30 MOBILE SALAD/CONDIMENT BAR 120 1 12.0 1l2 2#12,#1213 2K 20 O �� F 114 0 ! I L CES ° N 1 ENLARGED KITCHEN PLAN E701 SCALE: 1/4"=1'-0" 0 2' 4' 8' 2w-p -Nwp E2 Z - - - 0 Lu 120V - POWEROL KITCHEN EQUIPMENT O FIRE CONTROL PANEL(j) E3 Q FIRE PROTECTION GAS SOLENOID VALVED J 4 E7 E6 4 CONTROL CABINET MAKEUP AIR UNIT WALK-IN Or ES 113C r E5 E4 EXHAUST FAN \\ L n - 7 U KEYED NOTES ( DETAIL�- O 111 1 ' 1 11 I O w 1 . EXTEND #12 CONTROL CONDUCTORS IN 1/2" EMT TO SHUNT L J1 r = F- TRIP BREAKERS FOR KITCHEN EQUIPMENT. (SEE PANELyU Lu SCHEDULES). am, Ur 2. EXTEND MONITORING CONDUCTORS TO FIRE ALARM CONTROL PANTRY J r PANEL (FACP). Fl 137D Z m 3. CLOSE GAS SOLENOID VALVE ABOVE ACCESSIBLE CEILING _ Lu DURING ALARM CONDITION. I 4--; Q 4. EXTEND CONTROL CONDUCTORS IN 1/2" EMT TO MOTOR Q 0 = PANTRY U U STARTERS TO SHUT DOWN FANS DURING A FIRE CONDITION. - 113E I I 3 HOOD FIRE PROTECTION DETAIL 1 E7. 1 SCALE: NTS ioo�� - - - - J N 2 WALK - IN REFRIG FREEZER ALTERNATE REVISION DATE REASON FOR ISSUE E701 SCALE: 1/4"=1'-0" 0 2' 4' 8' KEYED NOTES: O GENERAL NOTES: 1. MANUAL FIRE SUPPRESSION PULL STATION. 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING EXACT 8. UNDER ELECTRICAL DIVISION WORK. PROVIDE ALL DISCONNECTS COORDINATE EXACT REQUIREMENTS WITH FIRE ROUGH-IN LOCATION. COORDINATE WITH ARCHITECTURAL AND FOOD INTERLOCKS, AND CONTACTORS REQUIRED BY LOCAL CODES. SUPPRESSION INSTALLER PRIOR TO ROUGH-IN. SERVICE DRAWINGS. 9. UNDER WORK OF FOOD SERVICE DIVISION, FURNISH AND INSTALL 2. PROVIDE SWITCH CONTROL FOR DISHWASHER HOOD 2. UNDER ELECTRICAL DIVISION WORK, PROVIDE ALL ROUGH-INS AND STAINLESS STEEL OR CHROME PLATED ESCUTCHEON PLATES FOR EXHAUST FAN. PROVIDE ALL MATERIALS REQUIRED FOR FINAL CONNECTIONS IN CONFORMANCE WITH LOCAL CODES. ELECTRICAL CONNECTIONS PENETRATING COUNTER TOPS FOR BELOW A COMPLETE SYSTEM. COORDINATE WITH MECHANICAL COUNTER PLUG-INS. PRIOR TO ROUGH-IN. 3. HOOD LIGHTS ARE FURNISHED UNDER FOOD SERVICE DIVISION. UNDER ELECTRICAL DIVISION WORK, FURNISH AND INSTALL SWITCHES AND 10. ALL ELECTRICAL CONDUITS SHALL BE EITHER CONCEALED IN THE ROOM 3. PROVIDE SWITCH CONTROL FOR HOOD EXHAUST FAN. FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING CEILING, WALLS, FLOOR OR IN EXPOSED CEILING AREAS TIGHT UNDER PROVIDE ALL MATERIALS REQUIRED FOR A COMPLETE CONCEALED FROM SIGHT. THE TOP CORD OF THE CEILING BAR JOIST, OR RUNNING PARALLEL TO SYSTEM. COORDINATE WITH MECHANICAL PRIOR TO THE ROOF WIDE FLANGE BEAMS MOUNTED TIGHT TO THE VERTICAL ROUGH-IN. 4. WALK-IN COLD STORAGE ROOMS, LIGHTS, AND CEILING MOUNTED WEBS. NO CONDUIT SHALL RUN PERPENDICULAR TO CEILING/ROOF EVAPORATORS ARE FURNISHED AND INSTALLED UNDER FOOD SERVICE BEAMS UNDER THE BOTTOM CHORDS. NO EXPOSED CONDUIT ALLOWED 4. COOLER LUMINARIES TO BE FURNISHED LOOSE BY DIVISION. UNDER ELECTRICAL DIVISION WORK, FURNISH AND INSTALL WITHOUT PRIOR APPROVAL OF ARCHITECT, FLEX CONDUIT ALLOWED COMMUNITY CENTER SUPPLIER AND INSTALLED COMPLETE BY ELECTRICAL ALL INTERCONNECTING CONDUIT AND WIRING CONCEALED FROM SIGHT. ONLY WITH PRIOR APPROVAL OF ARCHITECT OR ENGINEER OF RECORD. CONTRACTOR. NO CONDUIT SHALL BE EXPOSED IN COOLER OR FREEZER. 11. CONDUCTOR DESIGNATIONS "TIC MARKS" MAY NOT APPEAR ON THIS ENLARGED KITCHEN 5. HOOD LUMINARIES TO BE FURNISHED LOOSE BY HOOD 5. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED HORIZONTALLY ON DRAWING. CONDUCTORS SHALL BE PROVIDED AS NECESSARY TO p SUPPLIER AND INSTALLED COMPLETE BY ELECTRICAL FIXTURES AND WALLS. ACCOMPLISH THE INTENT OF THE CIRCUITING. REFERENCE ONLY POWER & SIGNAL PLAN CONTRACTOR. 6. ALL EVAPORATOR MOTOR CONNECTIONS SHALL BE MADE WITH CONDUIT 12. ALL RECEPTACLES IN THE KITCHEN ARE TO BE GFCI TYPE IN NOT APPROVED WITH THIS PERMIT 6. PROVIDE ELECTRICAL CONNECTION TO DOORBELL AND TO A J-BOX. PLUG-IN TYPE CONNECTIONS WILL NOT BE ACCEPTED. ACCORDANCE WITH NEC ARTICLE 210.8. FIELD WIRE CONTROL WIRING TO PUSH BUTTON, COORDINATE WITH ARCHITECT THE EXACT LOCATION OF 7, COLD STORAGE ROOM EVAPORATOR DRAIN LINES (INCLUDING HEAT BELL PRIOR TO ROUGH-IN. DOOR BELL SYSTEM: TAPE FOR FREEZER DRAIN) ARE FURNISHED AND INSTALLED UNDER NUTONE CD-125WH-BULK OR APPROVED EQUAL FOOD SERVICE DIVISION. ELECTRICAL TO PROVIDE POWER TO HEAT TAPE. 6915 SW MACADAM SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 n FAX: 503.892.1190 mzz Ln CONTACT...STEVE SMITH CONSULTING ENGINEERS PROJECT NUMBER SHEET NUMBER engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SdNDICATED E7001 X OK E M N O - - 20,19M. �'� Q� I i I EXPIRESul 12-31-14 I TM 02 - AE AE I ® KITCHE II'II�i'I;uiloil����� Y I A A A ed 11 u:lrie:u.,:a SE cd ed e �� KITCHEN I D1 D1 ",. SE D D D B B - - D1 PANTRY X - 1 o Fl 13D t J 2K i Ate, B 1, C /� F A A AE cd A A _ D DE 201 6720 SW MACADAM AVENUE,SUITE 100 ed ed c cd lam— DE �'' j ° E d 2K PANTRY PORTLAND,OR 97219 J' T 503-245-7100 I I SE ITIS DIE ! 117 SOUTH MAIN STREET,SUITE 400 .__ .__._--- ----_-- - ------ - ""�, 11 _ �l ---- -- - - X c. :.;' SEATTLE,WA 98104 j I i o--- - G7 KITC D N _ D_ ��-- D1 - >� 3 i r; _`_-- � - STAIR � _ �- �_ _ �.., -------___...--- -- T 206-576-1600 -- G 114 • AE AE A 113 ° a a e r ' I - - G SE ©ANKROM MOISAN ARCHITECTS, INC. ed A -------- ��i ° - ed cd ed �_ LOCKERS E B AUDITORIUM Ben H H H o� I.,( SE SE SE 110 �_ - 2 JAN. 111 _ 116 _ -- --- -- - -- - -.T.,_ - -- � MECH. H Nq G G E { G e G SAE SA A A A H TAG H H . 120 - e i c / c, ° I ed ed AE ed c 5111 E' ' H CORR. � i WOMEN cd 029 2C-1. ' 2A 3. 105 - - - _ - JAN. �_. . X 3vK ❑ - - VIA LRP H H HE H 2C d MEN -- -- - — c \\ F' c\ t041A : L LE C LE LE SE ' LRP , _. H r X -' � I 119 -- - -- - - , 2D1 �1 F GE GE F` Gi H E ab A A A 2C-3 `.- - - ob XSA CORR. wK A AE ! i CORR. CORK. AIE 101 A'1E A 10A1E At 1016 AtE At X' B X i K I MECH. " 1A LE L L L L B 115 SAE II it X I - © H H X HE H SE - - - - - - - --- AE _J ® NURSERY MEETING Al r SE I LOBBY ab A cb A ab c� A cb A Ly G GE 122 i SE C C 700 C L LE ANEL 2S LRP I : CORR. Al SIF — — — — 102 S : VIA LRP 5 H H CORR. X SG 2A-1. G G I 1 Al i 2C-7. L L S X HE SE I COURT c AE AE 2A-11. Al ( I I ab A A A ab cb O H I HE VIA LRP ob ab C ® C C 8 STORAGE 2A-7. LRP Al SIF B B 2A-5• 112 29 LIGHTING RELAY GE I LE VIA LRP PNL 'LRP' I Al C-9. L H 2A CLOS J 2C-5. M-M1 HE H HE AE X ELEC. 3 — SE X X ° OO ab A A 117 I ab A ab A at ab z H on A1E I STORAGE STORAGE 4 773,9§IE I I I SE SE O N 123 — 123A 17 46' 173. 6' X a D I 7011 WSEISE , --Ix - - - - - SE I SG Q � nnnnnnnnnnnnnnnnnnn ~ N ^ _ 1 FIRST FLOOR PLAN - LIGHTING 0 w E801 SCALE: 1/8"=1 '-0" 0 4' 8' 16' = Lu = Lu I— 4—J u V J RELAY PANEL SCHEDULE GENERAL NOTES: �� ° ' Q ° Z m KEYED NOTES: 0 MKE&ASSOCIATES,INC. = :ELu PANEL#: LRP MOUNTING: SURFACE 1. ALL ELECTRICAL CONDUITS SHALL BE EITHER CONCEALED IN THE 1. NOT USED. ROOM CEILING, WALLS, FLOOR OR IN EXPOSED CEILING AREAS 3 2 H Q 0 = LOCATION: ELEC 117 #OF RELAYS: 16 TIGHT UNDER THE TOP CHORD OF THE CEILING BAR JOIST, OR 2. DRIVER FOR TYPE 'K' LED ACCENT LIGHT. V / V V CL RUNNING PARALLEL TO THE ROOF WIDE FLANGE BEAMS MOUNTED TIGHT TO THE VERTICAL WEBS. NO CONDUIT SHALL BE RUN 3. THEATRICAL LIGHTING CONTROL WIRING HUB 'CWH' SUPPLIED BY RELAY# VOLTAGE PANEL CIRCUIT AREACONTROLLED PERPENDICULAR TO CEILING/ROOF BEAMS UNDER THE BOTTOM 'STAGECRAFT INDUSTRIES' AND INSTALLED BY THIS CONTRACTOR. 2 1 120 2A to AUDITORIUM LIGHTS CHORDS. NO EXPOSED CONDUIT ALLOWED WITHOUT PRIOR E701 APPROVAL OF ARCHITECT. FLEX CONDUIT ALLOWED ONLY WITH 2 120 2A lb AUDITORIUM LIGHTS 4. REMOVE TWO EXISTING LIGHT FIXTURES (ONE HIGH AND ONE OVER STAGE a - - - - - - - - PRIOR APPROVAL OF ARCHITECT OR ENGINEER OF RECORD. Fill H 3 120 2A 3c AUDITORIUM LIGHTS THE DOOR). REPLACE THE OVER DOOR FIXTURE WITH TYPE SE AS CIL INDICATED, CONNECT TO EXISTING CIRCUIT. VERIFY EXISTING CIRCUIT 2. COORDINATE EXACT LOCATION OF ALL LIGHT FIXTURES AND ° o o 4 120 2A 3d AUDITORIUM LIGHTS CONTROL, PROVIDE TYPE SE FIXTURE WITH INTEGRAL PHOTOCELL IF EQUIPMENT WITH ARCHITECTURAL AND MECHANICAL DRAWINGS REQUIRED. W W KITC ENI WALK-IN ( 5 120 2A 5 AUDITORIUM PENDANT LIGHTS PRIOR TO ROUGH-IN. Z z H 1136 I 113C VJ 6 120 2A 11 BLDG EXTERIOR LIGHTS 5. ALTERNATE: THEATRICAL LIGHTING SYSTEM. PROVIDE ROUGH-IN ONLY v 7 120 2A 13 SITE LIGHTS 3. THE OCCUPANCY AND DAYLIGHT SENSOR AND RELAY LIGHTING FOR THEATRICAL LIGHTING SYSTEM COMPONENTS UNDER BASE BID. = 0 UD1� I PANTRY 8 SPARE CONTROLS SHALL BE COORDINATED TESTED WITH A COORDINATE WITH THEATRICAL LIGHTING SYSTEM SUPPLIER. AE 113D 1 REVISION DATE REASON FOR ISSUE REPRESENTATIVE FROM THE OWNER AND THE OWNERS o J ° 9 SPARE COMMISSIONING AGENT. TO ENSURE THAT THE CONTROL DEVICE, 10 1 SPARE COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, H 11SPARE ADJUSTED AND OPERATE IN ACCORDANCE WITH THE DRAWINGS PANTRY `` AND SPECIFICATIONS. A COMPLETE REPORT OF TEST 2K 12 SPARE PROCEDURES AND RESULTS, INCLUDING AS-BUILT SYSTEM SETUP 113E 1 13S PARE PARAMETER INFORMATION, SHALL BE PREPARED AND FILED WITH 2S-1. 2S-13. D1 14 SPARE THE OWNER. H X.17.19. I 2S- 9.11. 21.23. XJ 15 SPARE4. CONDUCTOR DESIGNATIONS "TIC MARKS" MAY NOT APPEAR ON 4.6' 16 SPARE THIS DRAWING. CONDUCTORS SHALL BE PROVIDED AS NECESSARY 10'12' ' '!I TO ACCOMPLISH THE INTENT OF THE CIRCUITING. PANEL 2S LRP 3 5. EXIT SIGNS AND EMERGENCY BATTERY BALLASTS SHALL BE CONNECTED TO UN-SWITCHED LEG OF THE LOCAL EMERGENCY 3 THEATRICAL LIGHTING ALTERNATE 2 WALK- IN REFRIG FRZR ALTERNATE LIGHTING CIRCUIT. E8O1 SCALE: 1/8"=1 '-0" 0 4' 8' 16' 1,E801 SCALE: 1/8"=1 '-0" 0 4' 8' 16' 6. WHERE CIRCUIT IS SHOWN ROUTED BETWEEN SEPARATELY CONTROLLED SPACES OR ROOMS, PROVIDE UN-SWITCHED LEG OF CIRCUIT TO SERVE EACH SPACE/ROOM'S CONTROL DEVICE. COMMUNITY CENTER FIRST FLOOR PLAN REFERENCE ONLY LIGHTING NOT APPROVED WITH THIS PERMIT 6915 SW MACADAM AVE. SUITE 200V FF PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 .1190 CONTACT... 2 STEVE SMITH CONSULTING e N o I N e e a s PROJECT NUMBER SHEET NUMBER m engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE E8001 o S INDICATED X PROe p � 13,319 OREGON .Q�VG�Y 77, �yARD DOSP EXPIRES 12-31-13 TM A ,, ; AnkrOm Moisan 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 ABBREVIATIONS/SYMBOLS T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 A AMP HP HORSEPOWER NC NOISE CRITERIA RND ROUND LION UNLESS OTHERWISE NOTED SEATTLE,WA 98104 CFM CUBIC FEET PER MINUTE EXP EXPANSION RPBP REDUCED PRESSURE V VOLTS VENT S 206-E,WA 00 �— DETAIL NUMBER HR HOUR NC NORMALLY CLOSED ADA AMERICAN DISABILITIES ACT / TOP C.O. CLEAN OUT ESP EXTERNAL STATIC PRESSURE BACKFLOW PREVENTER DETAIL SYMBOL AFF ABOVE FINISHED FLOOR Hz HERTZ (FREQUENCY) NO NORMALLY OPEN VAC VACUUM BOT C.O.T.G. CO TO GRADE EXP EXPANSION RPM REVOLUTIONS PER MINUTE ©ANKROM MOISAN ARCHITECTS,INC. "-- DRAWING WHERE DETAIL APPEARS AHU AIR HANDLING UNIT NIC NOT IN CONTRACT C.S.P. CONCRETE SOIL PIPE I. VAV VARIABLE AIR VOLUME F FAHRENHEIT INSIDE DIAMETER RTU ROOFTOP AIR HANDLING UNIT AMB AMBIENT CU COPPER I.E. INVERT ELEVATION NTS NOT TO SCALE VD VOLUME DAMPER x SECTION NUMBER APD AIR PRESSURE DROP FF FINISHED FLOOR #, NO. NUMBER SA SUPPLY AIR VEL. VELOCITY X SECTION SYMBOL APPROX APPROXIMATE dB DECIBEL FD FIRE DAMPER / FLOOR DRAIN IPS IRON PIPE SIZE (N) NEW SAT. SATURATION VENT. VENTILATION DRAWING WHERE SECTION APPEARS DB DRY BULB SD SMOKE DAMPER ATM ATMOSPHERE FLG. FLANGE KW KILOWATT OBD OPPOSED BLADE DAMPER VERT. VERTICAL DDC DIRECT DIGITAL CONTROLS F.C.O. CLEAN OUT, FLOOR SEC. SECOND VFD VARIABLE FREQUENCY DRIVE ® AVG AVERAGE KWH KILOWATT-HOUR O.C. ON CENTER POINT OF NEW CONNECTION ARCH ARCHITECT DEG. DEGREE FPM FEET PER MINUTE O.D. OUTSIDE DIAMETER SF SQUARE FEET VOL VOLUME DN DOWN FT FOOT OR FEET LAT LEAVING AIR TEMP OSA OUTSIDE AIR SH SENSIBLE HEAT VVT VARIABLE VOLUME XX KEYED NOTE: BOO BACK DRAFT DAMPER DP DEW POINT FPT FEMALE PIPE THREAD LBS. POUNDS OZ. OUNCE SHR. SENSIBLE HEAT RATIO AND TEMPERATURE BOD BOTTOM OF DUCT DEMO DEMOLISH (ED) (F) FUTURE LF LINEAR FEET SM SHEET METAL NEW EQUIPMENT IDENTIFICATION BOP BOTTOM OF PIPE SP STATIC PRESSURE W.C.O. CLEAN OUT, WALL �— DIFF. DIFFERENCE OR DELTA F.F. FINISHED FLOOR LG LENGTH PD PRESSURE DROP, DIFFERENCE WTR WATER XX=X NEW EQUIPMENT MARK BHP BRAKE HORSEPOWER DIA. DIAMETER F/SD FIRE SMOKE DAMPER LH LATIENT HEAT PH PHASE SPEC. SPECIFICATION(S) �-- NEW EQUIPMENT NUMBER BMS BUILDING MANAGEMENT DS DOWNSPOUT GA. GAUGE LIQ. LIQUID PPM PARTS PER MILLION SS STAINLESS STEEL W WATT SYSTEM GALLON GAL. STD STANDARD W WASTE EA. EACH S LVG LEAVING PSI POUNDS PER SQUARE INCH EXISTING EQUIPMENT IDENTIFICATION BTU BRITISH THERMAL UNIT ( ) STL. STEEL WT WEIGHT �— EFF. EFFICIENCY GAIV. GALVANIZED LWT LEAVING WATER TEMP PSIA PSI, ABSOLUTE X-X EXISTING EQUIPMENT MARK CB CATCH BASIN EL. ELEVATION PSIG PSI, GAUGE STRUCT. STRUCTURAL WB WET BULB �-- EXISTING EQUIPMENT NUMBER GPM GALLONS PER MINUTE C.I. CAST IRON ENT. ENTERINGMAX. MAXIMUM R RADIUS SYS. SYSTEM W/ WITH( COMPR COMPRESSOR GPH GALLONS PER HOUR MBH BTU PER HOUR (THOUSANDS) WHA WATER HAMMER EAT ENTERING AIR TEMPERATURE (R) RELOCATE (D) TEMP. TEMPERATURE ARRESTER NECK SIZE CONC CONCRETE EWT ENTERING WATER TEMPERATURE HD HEAD MIN. MINIMUM RA RETURN AIR TONS TONS OF REFRIGERATION X"0��DIFFUSER / GRILLE MARK COND CONDENS - (ER, ING, ATE) EXH. EXHAUST HG MERCURY MVD MANUAL VOLUME DAMPER RECT. RECTANGULAR T'STAT THERMOSTAT WPD WATER PRESSURE DROP CFM �`CFM CONT. CONTINUE(OUS) ESP EXTERNAL STATIC PRESSURE HOR. HORIZONTAL N/A NOT APPLICABLE REQ. REQUIRED TSP TOTAL STATIC PRESSURE ZD ZONE DAMPER CU.FT. CUBIC FEET RH RELATIVE HUMIDITY 0 DIAMETER TYP. TYPICAL NOTE: PIPING SYMBOLS VALVE SYMBOLS PLUMBING SYMBOLS ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED. � � � (- DKI TRIPLE DUTY Is FLOOR DRAIN, SQUARE BALL ® FLOOR DRAIN, ROUND FLANGED SCREWED WELDED FLOOR CLEANOUT (SOLDERED, GLUED) BUTTERFLY I WALL CLEANOUT �I TEE 90, 45' N CHECK, SWING FLOOR SINK, OPEN -0- CHECK, BALL OUTLET UP 2 OUTLET UP 4%b CHECK, SPRING ® FLOOR SINK, 1/2 GRATE ( ) OUTLET DOWN 1 OUTLET DOWN ®� CIRCUIT SETTER ® FLOOR SINK, 3/4 GRATE Z DIAPHRAGM CATCH BASIN, SQUARE 0 TEES ELBOWS LTJ FLOAT —{F— CATCH BASIN, ROUND BUSHING III UNION, SCREWED ®® 0 3 2 GATE tt HOSE BIBB 0 DI CONCENTRIC 11 UNION, FLANGED T_ JTFt- GATE ANGLE Q PENDANT SPRINKLER wECCENTRIC ][]I EXPANSION JOINT STRAIGHT INVERT —0� GLOBE O UPRIGHT SPRINKLER ECCENTRIC STRAIGHT CROWN �1 FLEXIBLE JOINT GLOBE ANGLE 0 SIDEWALL SPRINKLER REDUCERS CONNECTORS HOSE BIBS � P057 INDICATOR VALVE l=J Y-PATTERN X ANCHOR PLUG FIRE HYDRANT j W/BLOWOFF 0 � FIRE DEPARTMENT = Lu -�- DUPLEX STRAINER = GUIDE PRESSURE REDUCING CONNECTION (NUMBERED AND SPECIFIED) D�1 BACKFLOW PREVENTER 4„J U Lu FILTER HOUSING SUPPORTS U _ F SAFETY RELIEF BACKFLOW PREVENTER REDUCED PRESSURE TYPE � Z m QA AIR VENT, AUTOMATIC FLOW CONTROL ® CIRCULATOR PUMP _ w to Q AIR VENT, HOSE CONNECTION (a--�, U Q Q MANUAL SOLENOID VALVE v O d AIR SEPARATOR 2-WAY CONTROL STRAINERS/FILTERS 3-WAY CONTROL REVISION DATE REASON FOR ISSUE REFERENCE ONLY COMMUNITY CENTER NOT APPROVED WITH THIS PERMIT PLUMBING TITLE SHEET 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.89 2.1 188 3-01-2013 FAX: 503.892.1190 m m CONTACT...STEVE SMITH CONSULTING E N 13 t N E E A 9 PROJECT NUMBER SHEET NUMBER M engineering@mke–inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE S INDICATED P 1001 X r,D PROFF� G I NAcz E 13,319 yN1 t` OREGON 00iC'yARD7DUSP�Q` EXPIRES 12-31-13 's TM PLUMBING CONNECTION SCHEDULE SYMBOL DESCRIPTION W V CW HW COMMENTS MARK WC-1 WATER CLOSET 4 2 1 - FLOOR MOUNT FLUSHOMETER WC-2 WATER CLOSET-ADA 4 2 1 - FLOOR MOUNT FLUSHOMETER WC-3 WATER CLOSET 4 2 1 - FLOOR MOUNT FLUSH TANK,CHILD HEIGHT UR-1 URINAL 2 2 314 UR-2 URINAL-ADA 2 2 3/4 6720 SW MACADAM AVENUE,SUITE 100 LV-1 LAVATORY 1112 1114 112 112 COUNTERTOP PORTLAND,OR 97219 T 503-245-7100 LV-2 LAVATORY-ADA 1112 1114 1/2 112 WALL HUNG S-1 SINK 2 11/2 112 112 SINGLE COMPARTMENT 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 S-2 SINK 2 1 112 112 112 TWO COMPARTMENT,EXTEND AND CONNECT TO DISHWASHER T 206-576-1600 DF-1 DRINKING FOUNTAIN 1112 11/4 112 - DUAL HEIGHT O ANKROM MOISAN ARCHITECTS,INC. GAS LOAD SUMMARY H-1 WALL HYDRANT - - 314 - FROST-PROOF WITH INTEGRAL VACUUM BREAKER - SYMBOL DESCRIPTION SERVICE MBH COMMENTS HB-2 HOSE BIBB - 3/4 - WATER SERVICE CALCULATION FD-1 FLOOR DRAIN-FINISHED FLOOR 3 2 - - MARK FD-2 FLOOR DRAIN -UTILITY 3 2 - FIXTURE PUBLIC USE ASSEMBLY TOTAL HOT COMMENTS 1Mi-1 WATER HEATER KITCHEN 250 FS-1 FLOOR SINK 3 2 - - QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS WSFU WATER (WSFU) (WSFU) 0.75 8-1 BOILER BUILDING HVAC 1,000 SEE HVAC DRAWINGS CO-1 CLEAN OUT - - - WATER CLOSET(FLUSH VALVE) 2 5 15 g 130 0 NEW P7 COUNTER TOP GRIDDLE KITCHEN 100 SEE KITCHEN DRAWINGS CO-2 CLEAN OUT - WATERCLOSET(FLUSH VALVE) 8 5 8 40 0 EXISTING P8 OPEN BURNER COOK TOP KITCHEN 96 SEE KITCHEN DRAWINGS CO-3 CLEAN OUT - - - - P9 DOUBLE STACK CONVECTION OVENS KITCHEN 110 j SEE KITCHEN DRAWNGS MS-1 MOP SINK 3 2 112 112 DISHWASHER 3 1.5 1.5 4.5 3.375 NEW DISHWASHER 2 1.5 1.5 3 2.25 EXISTING RD-1 ROOF DRAIN - DRINKING FOUNTAIN 0.5 1 1 0.5 0.5 0 NEW TOTAL MBH 1.556 OD-1 OVERFLOWDRAIN HOSE BIBB 4 1 1 2.5 6.5 0 NEW DEVELOPED LENGTH (FT) 100 ON-1 OVERFLOW NOZZLE HOSE BIBB 5 1 1 5 p EXISTING PRESSURE(PSIG) 2 LAVATORY 3 1 8 1 11 8.25 NEW NOTES: NOTES: LAVATORY 6 1 1 6 4.5 EXISTING SINK 6 1.5 1.5 9 6.75 NEW SINK 4 1.5 1.5 6 4.5 EXISTING GREASE INTERCEPTOR MOP SINK ISERVICE SINK 2 3 3 6 4.5 NEW MOP SINK/SERVICE SINK 1 3 3 3 2.25 1EXISTING SYMBOL DESCRIPTION SERVICE CAPACITY INLET OUTLET EXTENSION OPERATING COMMENTS URINAL(FLUSH VALVE) 4 3 5 15 0 NEW MARK (GPM) SIZE SIZE WEIGHT URINAL(FLUSH VALVE) 1 4 5 4 0 EXISTING . (IN) (IN) LBS WALL BOX(CLOTHES WASHER) 1 4 4 4 3 EXISTING GI-1 IN FLOOR KITCHEN 75 3 3 YES 1,200 1,2,3. BATH TUB 2 10 10 20 15 EXISTING NOTES: TOTAL WSFU 273.5 54.375 SEE NOTE 2 1 VENT GREASE INTERCEPTOR SEPERATELY,COORDINATE HATH FINISHED GRADE ELEVATION. TOTAL GPM 103 2 GREASE INTERCEPTOR SIZING: PRESSURE CALCULATIONS: DISTANCE PRESSURE COMMENTS A.) SIZE IN ACCORDANCE WTH 2O11OREGON PLUMBING SECIALTY CODE, AMENDMENT DATED 12/10112,TABLE 10-2 (FT) (PSIG) FIXTURE NUMBER DFU TOTALDFU'S (31N.) 4 2 8 A. MINIMUM STATIC WATER PRESSURE AT STREET NIA 65 FD FD(3 IN) SINK 1 4 4 B. PRESSURE LOSS AT METER NIA 5 3-COMP DISH SINK 1 4 4 C. PRESSURE LOSS AT BACKFLOW PREVENTER N/A 8 1-COMP FOOD GRINDER SINK 1 4 4 D. PIPE DISTANCE FROM STREET TO RISER 90 NIA DISHWASHER 1 2 2 E. PRESSURE LOSS IN PIPING 5 2 SEE NOTE 1 F. ELEVATION PRESSURE LOSS FROM STREET TO RISER 4 2 HAND WASH SINK 2 1 2 Z ICE MACHNINE 1 1 1 G. PRESSURE AT RISER (A.-B.-C.-E.-F.) N/A 48 O H.STATIC HEAD LOSS FROM RISER TO REMOTE FIXTURE 16 7 0 DROP IN HOT WELL 1 1 1 W 26 1.PIPE DISTANCE FROM RISER TO REMOTE FIXTURE 400 N/A w J. PRESSURE LOSS IN PIPING 24 10 SEE NOTE 1 O K. PRESSURE AVAILABLE AT REMOTE FIXTURE(G.-H.-J.) N/A 31 d 3 PER TABLE 10-2,SIZE=75 GPM Q SERVICE SIZE(INCHES) = 3" SEE NOTE 2,3&4 GAS WATER HEATER NOTES: 1 PRESSURE LOSS IN PIPING:PIPE LENGTH X 1.5(ACCOUNT FOR ELBOWS AND FITTINGS)X 4'/100'(DESIGN FRICTION LOSS) SYMBOL DESCRIPTION SERVICE INPUT OUTPUT STORAGE RECOVERY RATE CW SUPPLY FLUE COMBUSTION THERMAL OPERATING COMMENTS 2 SIZING PER OREGON PLUMBING SPECIALTY CODE APPENDIX A MARK (MBH) (MBH) CAPACITY AT 100a TEMP DIAMETER AIR DIAMETER EFFICIENCY WEIGHT > _ (GAL) (GPH) ("0 (IN) (IN) % LBS 3 TYPE OF PIPE:"TYPE L"COPPER PIPE. V WH-1 HIGH EFFICIENCY GAS•TANK TYPE KITCHEN DOMESTIC HW 250 237 100 288 40 3 3 96% 1,430 NOTE 1 14 VELOCITY IN PIPE LIMITED TO EIGHT(8)FEET PER SECOND FOR COLD WATER AND FIVE(5)FEET PER SECOND FOR HOT WATER. OW _ z NOTES: SEISMICALLY ANCHOR UNIT WASTE SERVICE CALCULATION V Lu Z •� V FIXTURE PUBLIC USE ASSEMBLY TOTAL COMMENTS � J u QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS DFU (DFU) (DFU) Q O z m ELECTRIC WATER HEATER WATER CLOSET(FLUSH VALVE) 2 4 15 6 98 _ 2 N WATER CLOSET(FLUSH TANK) 4 6 0 4j ~ Q SYMBOL DESCRIPTION SERVICE INPUT VOLTAGE PH. FLA STORAGE RECOVERY RAE OPERATING COMMENTS Q MARK (KW) CAPACITY AT 1000 WEIGHT DISHWASHER 1 2 2 2 V) u U d (GAL )(GPH) (LBS DRINKING FOUNTAIN 1 0.5 1 0.5 W-1-2 ELECTRIC STORAGE MAIN RESTROOMS 616 208 1 18.0 50 49 600 1 FLOOR DRAIN/FLOOR SINK 17 2 2 34 WH-3 ELECTRIC STORAGE LOBBY SINK 2 208 1 6 8 100 LAVATORY 3 1 8 1 11 NOTES: SINK 8 2 2 12 %4:�. 1 PROVIDE DUAL SIMULATANEOUS OPERATION MOP SINK 2 3 3 6 SHOWER 2 2 0 • URINAL(FLUSH VALVE) 2 3 5 15 WALL BOX(CLOTHES WASHER) 3 3 0 DOMESTIC HOT WATER CIRCULATOR PUMP WASH FOUNTAIN 3 3 0 TOTAL DRAINAGE FIXTURE UNITS 178.5 REVISION DATE REASON FOR ISSUE SYMBOL DESCRIPTION SERVICE GPM HEAD VOLTAGE PH. HP RPM WEIGHT COMMENTS MARK (FT) (LBS) PIPE SLOPE(%) 2% MAIN SIZE(IN) 4"SANITARY WASTE CP-1 INLINE DOMESTIC HOT WATER RECIRC. 3.0 15 120 1 90 WATTS 3,000 10 1 NOTES: CP-2 INLINE DOMESTIC HOT WATER RECIRC. 3.0 15 120 1 90 WATTS 3,000 10 1 1. SIZING PER 2011 OREGON PLUMBING SPECIALTY CODE-TABLE 7-3 AND TABLE 7-5. NOTES: 2. PER TABLE 7-5,ALLOWABLE DRAINAGE FIXTURE UNIT ON SEWER LINE SLOPES 2% FOR A4"WASTE IS 216 1 PROVIDE 7 DAY TIMECLOCK AND AQUASTAT. STORM DRAIN SERVICE CALCULATION EXPANSION TANK PIPE SIZE RAINFALL INTENSITY OF 1.3 INCH PER HOUR COMMENTS SYMBOL DESCRIPTION SERVICE MIN. TANK MIN.ACCEPTANCE AIR CONNECTION BUILDING SUPPLY MAX. SYSTEM START MAXIMUM OPERATING COMMENTS (IN) VERTICAL 1181N/FT SLOPE 1/4 IN/FT SLOPE 1/2 IN/FT SLOPE MARK VOLUME VOLUME PRECHARGE SIZE PRESSURE OPERATING PRESSURE TEMP TEMP WEIGHT FLOW(GPM) AREA(SO FT) FLOW(GPM) AREA(SQ FT) FLOW(GPM) AREA(SQ FT) FLOW(GPM) AREA(SQ FT) (GAL) (GAL) (PSIG) (IN) (PSIG) (PSIG) ("I-) ("r) LBS 3 67 4,953 34 2,529 48 3,569 68 5,058 ET-1 PRE-CHARGED DIAPHRAGM VERTICAL DOEMSTIC HOT WATER SYSTEM-KITCHEN 19 2.0 65 314 65 80 40 140 100 4 144 10,646 78 5,784 110 8,153 153 11,569 ET-2 PRE-CHARGED DIAPHRAGM VERTICAL DOMESTIC HOT WATER SYSTEM-MAIN RESTROOMS 7 0.7 65 314 65 80 40 120 80 5 261 19,323 139 10,276 196 14,523 278 20,553 6 1 424 31,384 222 16,461 314 23,230 445 32,923 NOTES: 8 913 1 67,692 1 478 1 35,384 677 50,153 956 70,769 1 COMMUNITY CENTER NOTES: PLUMBING 1/41N./FT.SLOPE REFERENCE ONLY SCHEDUAL SHEET NOT APPROVED WITH THIS PFRM T 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 Ilk 3-01-2013 FAX: 503.892.1190 " � � " CONTACT...STEVE SMITH C O N S LI LT I N D E N 13 I N E E R 3 PROJECT NUMBER SHEET NUMBER M engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE Pi moo S INDICATED X C2 GENERAL NOTES: KEYED NOTES: 0 C,&D PROeRss�o FLU15 I G A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A REASONABLE 1. PROVIDE 3"SD 2.00' BELOW FINISHED GRADE. SEE CIVIL FOR CONTINUATION. 73,37 REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN THE OREGON PIPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR 2. KITCHEN PLUMBING SCHEDULE IS FOR REFERENCE ONLY. SEE SHEET FS1-2 AND ALL OTHER KITCHEN DRAWINGS FOR ADDITIONAL REQUIREMENTS. 6 ITEM N0. P.N0. 51XE DESCRIPTION LOCATION HEIGHT SERVICE TO : REMAWS: MATERIAL TAKE-OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDING n. INSTALLATION TO PROVIDE CODE REQUIRED AND MANUFACTURER'S CLEARANCES. ALL WORK SHOWN IS 3. PROVIDE 1-1/4"G AND 3/4"CW TO BOILER. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER AND LABEL CW NON POTABLE. SEE HVAC c qRD DDSP 2 PI 12" x 12" FLOOR SINK FLOOR 0" WALK-IN EVAPORATOR DRAINS THREE-QUARTER GRATE DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. DRAWINGS. --- P2 --- FLOOR DRAIN FLOOR -1/2" AREA DRAIN --- B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MINIMUM THREE FEET 4. PROVIDE THERMOSTATIC MIXING VALVE AT LAV. SET TO 120' OR LESS. ExPIRes z-3,-,3 9 P3 12" x 12" FLOOR SINK FLOOR O" (2) SINK DRAINS NO GRATE CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS REQUIRED PER MANUFACTURERS INSTRUCTIONS. 5. EXTEND AND CONNECT TO (E) CW PIPING TO EXISTING BUILDING. PROVIDE DIELECTRIC CONNECTION. SEE WATER SERVICE CALCULATION ON 9 P4 1/2" HOT COLD WALL 20" SINK FAUCET 40 GPH HOT SHEET P1.00 FOR ACCOUNTING OF EXISTING PLUMBING FIXTURES IN EXISTING BUILDING. 10 P5 I/2" HOT COLD WALL 22" HAND WASHING SINK --- C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS 6. PROVIDE 1/2" CW DN TO COFFEE MAKER. FIELD VERIFY EXACT LOCATION. - TIM 10 P6 1 1/2" WASTE WALL 20" HAND WASHING SINK -- POSSIBLE. 11 P3 3/4" GAS WALL 32" COUNTER TOP GRIDDLE ZOOM 5TU TOTAL- QUICK DISCONNECT7. PROVIDE GREASE INTERCEPTOR, FLOW CONTROL DEVICE, DOWNSTREAM CLEANOUT, VENT AND ALL DEVICES REQUIRED BY CODE AND LOCAL D. PROVIDE MINIMUM 10'-0"DISTANCE BETWEEN ALL VTR'S AND OSA INTAKES. JURISDICTION FOR A COMPLETE INSTALLATION. COORDINATE EXACT LOCATION WITH OTHER TRADES PRIOR TO INSTALLATION. 18 PS 3/4" GAS WALL 32" OPEN EURNER COOK TOP 96M 5TU TOTAL- QUICK DISCONNECT E. UNLESS OTHERWISE NOTED, SIZE FINAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE 8, COORDINATE INSTALLATION OF NEW GAS METER AND RELOCATION OF EXISTING BELOW GRADE GAS PIPING (SEE CIVIL) WITH NORTHWEST NATURAL. ' 20 P9 3/4" GAS WALL 10" 44 DOUBLE STACK CONVECTION OVENS IIOM 5TU TOTAL- QUICK DISCONNECT SHEET P100. SEE 2/P2.01 FOR EXISTING GAS METER LOCATIONS. 22 PIO 1/2" COLD WALL 40" CUBE ICE MACHINE RUN THROUGH WATER FILTRATION SYSTEMA n k i'-�r F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR g, PROVIDE INSULATED CAST IRON STORM DRAIN PIPING. 22 P11 12" x 12" FLOOR SINK FLOOR O" CU5E ICE MACHINE WITH STORAGE BIN HALF GRATE CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE --- P12 --- NOT USED --- REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND 10. REFER TO ARCHITECTURAL DRAWINGS FOR OVERFLOW NOZZEL LOCATIONS. --- -- --- CEILING LOCATIONS AND TYPES. - PI3 --- NOT USED --- --- --- --- G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED 11. PROVIDE REDUCED PRESSURE DOUBLE CHECK VALVE IN WALL WITH ACCESS DOOR. ROUTE RELIEF TO BUILDING EXTERIOR. PROVIDE EXTERIOR 6720 SW MACADAM AVENUE,SUITE 100 29 P14 3/4" HOT 1@ 110' WALL 53" WAREWASHER WITH 5005TER HEATER 42.9 GPH HOT 9 20 PSI JOINTS. SEE SPECIFICATIONS. VALVE BOX AND LINE-SIZE SHUT OFF VALVE. CAP PIPING FOR FUTURE CONNECTION TO WATER FEATURE. PORTLAND,OR 97219 29 P15 2" WASTE WALL 12" WAREWASHER WITH 5005TER HEATER --- 12. PROVIDE VALVE BOX AND LINE-SIZE SHUT OFF VALVE. T 503-245-7100 H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND PIPING 31 PI6 1/2" HOT 4 COLD WALL 20" PRE-RINSE FAUCET 40 GPH HOT. SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING. SEE 13. PROVIDE WATER HEATER BELOW SINK. ROUTE RELIEF TO BUILDING EXTERIOR. PROVIDE EXPANSION TANK. COORDINATE WITH OTHER TRADES. 117 SOUTH MAIN STREET,SUITE 400 30 PI3 2" WASTE WALL 14" --- --- SPECIFICATIONS. SEATTLE,WA 98104 T 206-576-1600 30 PIS 2" WASTE WALL 14" (2) SINK DRAINS --- 30 P19 1/2" HOT 4 COLD WALL 20" SINK FAUCETS 40 GPH HOT ©ANKROM MOISAN ARCHITECTS,INC. 34 P20 1/2" COLD WALL 28" DROP-IN HOT FOOD WELLS --- G H K L M N Q 34, 35 P21 12" x 12" FLOOR SINK FLOOR 0" DROP-IN HOT FOOD WELLS DROP-IN COLD PAN. HALF GRATE - — - - — - - 2 a --- --- — — --- -- -- ---_ — — — „ FD 1 'I 2 —= — — I � WALK-IN 2.0PR pe Pn F% _ I H-1 Pt P5 PI4 KITCHEN FDI-.1 ' 113C Dim - - _ --- _ --- lJ V�lJI FS-1 3"GW �3"OD UP I I - 3" -- -� 0 9 3 SD UP Pi13D „ » ANTRY I I' 0 f" 3 GWJ�a KITCHEN = Z��r 2"VTR _ TR -, . : - __ ,, "GA B C � ' E F3 SD� CO py PSIG) �� �- - t3' OD UP C0 _ 3__CHKITCt#E{L' 1-1/4"HW � 3" ON-1 10 3 '- -- --- -- - FS-, 1 P< j t-1/4 CW - — I GO T WA-Y- / 3 J w Ps t j RES,TROO STAIR 114 3 SD UP 6»FIRE 3"CW I � I � ! I � � F'S- � I ; I I / I I � I » j SEE CIVIL SEE CIVIL 2-1/2"CW _ FOR CONTINUATION FOR CONTINUATION » 1 J 3"SD 1 3 SD t BELOW GRADE j I I I I L J ST2 - - - _ - - - Elmo � =L —I I I I 1 G WC-2 � �� �-� 2.0 & r - -_- -_- - - -_- -_- - - O I; \ 12 T III i' 1 „CW LV-2 4 I -�— j (2 PSIG) 2"V CO-1 2-WAY H-1 2"OD UP I 1-1/2"W III -/ 271/2 CW FCO-1]2-WAY INi / GI BELOW GRADE � � >_ " a � - 1-1 4"V 1/2"HW MS-1 1 7 — — — 9 2SDU� I — II — - _ T _ — =1� - I �) i 1/2"HW 2„�� CO-3 I ttN. FS CO-2 WATER 0-3 O O O SHB-2 I HB-2 I _ I R I ! I I I AUDITORIUM 1/2"CW „ I � I V E O I O O O O I 2 SD�� I 710 I rte® (2 PSI G ' MECH. 120A ® MEN WO IENJ I 3 CO- ' 2 ON-1 0 I I ( 8 GAS (2 PSIG) WH CP ET 120 113METER 2 2 2 1 FD- - - t t \� WC- — — — CO-1 Y III I CORR.1 o5I I ( I -3 FD-1 Fw7c 1,TYP.3 L L 1 F WC-1 TYP. Lis J — CO-L2 WAY _ - - I sT� fl II IIH- I O -1 _ _ o Jr I I ® � � iACIF I' �/ FD-1 - - - - J � ttt i i 7 3 5D i 3” ON-1 10 ' I i FD-2 WC-2 UR-2 i UR- - - /� - - - I� I I III SD UP 9 E 4 I [FFD-,1 II 3 ON-1 10 I ® JAN. 2 1o0A CO-2 I 3"OD UP 8.0 TYP " � - - - O I i 1 FFE11173.'5 I O Q Q O C -3 III 8.01 CORK. CORK. I \ / ,CORK. J " I �— ELECT CI PANEL 1-1/2"CW ! MECH. CO-1 O L 101 1otA 1O1B 3 OD UP 2 CW7LI I rr 1-1/4"HW 116 2-WAY �4"W w FEE=172.00' I L7L� / 3/4 HWR II I I I� / r3�4"G--�-PSa'G I IE=166.04' I � - 3"OD UPS- I I = I — — — I nggyI SEE CIVIL �7J �� 3 SD UP 0 -1 10 — —2 CW 4 W I� I I I ROO E _ L� - I 7- I I SEE 10 I I FOR CONTINUATION Q " too �2 CW UP 2 CW THROUGH - - „ " I I I T=31 III d' CO-3 4-W 3 N ('i �.�. - - � 3"SD UP ION-1 10 4„W S-1 1„CW III I 2-1/2"CW I, I I ! I I II FS-1 1 3"Sp I- 3 BELOW GRADE �- 7- 8 I' 2"VTR 3„SD UP 1/2"HW II jl P — y EE CW DN I II 104 2"W DN 2"CW DN CORR. ' SEE 3 _ 11-1/2"V j' 1„ 3"DD UP � I P8.0 TYP 1 ! 1/2"CW DN ( I') 1, ' III I �j NURSERY/MEETING I COURT 2 I WH CP ET 3"W I _ 111 I FEE=174.50 122 ( 1 I I » I I 1 1 1 1 2"VTR 10> uP I U =- - - CORR. I 'I 3/4„CW I III I I '': I I p w III 102 I I III I- 9 2'SD UP I �e I III STORAGE I �j U U CLOSET » I I 4 CO-3 3"SD UPC9 �3"OD UP 172 I I /� — \, Ili ELEC. I � l_J 102A j 2 OD UPrp� I H-1 j' S-2 F - / I J 09 -1 - - - - =� �� . � II , o CO-1 2 AYE - j _ a I = 2"VTR I I o o l " II - - J � I _ � `_ W III 2i LI) LINK / „ I 2-1/2"CW FCO 3 ON1 1QI — — — _ 1lvn ��/�� a O = LQ3i STORAGE STORAGE II2 ON-1 10 BELOW GRADE 6 �IC ( I l I�1 V ) U U O.- 71 ruq � - r � - 2 w ---------------- ------- -'I WH 3„SDI 1 I 3” ON-1 170 FCO--1]2-WAY T Ij 2-1 BEL GRADE I 3"SD J SEE 8101 TYP IF] N FIRST FLOOR PLAN - PLUMBING SCALE: 1/8"=1'-0" j j P2.� 0 4' 8' 16' NEW Q ( Q O REVISION DATE REASON FOR ISSUE CHURCH - BUILDING I � 1 � 1 : - IF V 71 EXISTING GAS METER J,g > I I U ULIU 1LI fu!��I� ilii U v uJu1 LLL ti COMMUNITY CENTER ncov / I 1 I �� REFERENCE ONLY FIRST FLOOR PLAN NOT APPROVED WITH THIS PERNff PLUMBING EXISTING � ' EXISTING CHURCH �� MIDDLE J - I BUILDING SCHOOL - - u 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION - - N PHONE: 503-892-1188 mF AX: 503.89 2.1 190 3-01-2013 m = Zi 2 OVERALL PLUMBING PLAN CONTACT...STEVE SMITH CONSLILTINIO ENGINEERS PROJECT NUMBER SHEET NUMBER P2.� SCALE: N.T.S. engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE P2o02 AS INDICATED X PROj-,ss/ 13.319 OREGON 0-c'ygRD7pp5P�� EXPIRES 12-31-13 GENERAL NOTES: KEYED NOTES: O A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A REASONABLE 1. PROVIDE INSULATED CAST IRON STORM DRAIN PIPING. TM REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN THE ; PIPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR MATERIAL TAKE—OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDINGi INSTALLATION TO PROVIDE CODE REQUIRED AND MANUFACTURER'S CLEARANCES. ALL WORK SHOWN IS DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. . B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MINIMUM THREE FEET CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS REQUIRED PER MANUFACTURERS INSTRUCTIONS. C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS POSSIBLE. 6720 SW MACADAM AVENUE,SUITE 100 D. PROVIDE MINIMUM 10'-0"DISTANCE BETWEEN ALL VTR'S AND OSA INTAKES. PORTLAND,OR 97219 T 503-245-7100 E. UNLESS OTHERWISE NOTED, SIZE FINAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE SHEET P100. 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR T 206-576-1600 CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND ©ANKROM MOISAN ARCHITECTS,INC. CEILING LOCATIONS AND TYPES. G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED JOINTS. SEE SPECIFICATIONS. H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND PIPING SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING. SEE SPECIFICATIONS. G H J K L M N O /2 - - - - - --T_-- - -- I VFR�l 3"GVTR 0 A B C D E F OD-1 3" 2" R RD ,474 S 2" VTR ° ° OD 3 - - - - 3 RD-1 31, RD 1,752 S Z OD RD — O W 1 o o O OD-1 1 RD-1 3' RD 4 VTR l7 ° I 1 ,134 SF OD I —1 3" —1 3" I 0 w RD OD I U U ° I ° D-1 3" I o o W D-1 3" OD RD Lu ! U RD-1 J 2"�R I 2 R OD-1 p Q O m 0 _ W —T— — —a 1 8 • L/1 CD* �J Q Q RD-1 1 3" ORD °O OD-1 3" ,462 S • RD-1 1 3" OD-1 3" 2"VTR 2,813 S RD OD RD OD 0 o RD-1 1 > 2" 1 O REVISION DATE REASON FOR ISSUE 439 COMMUNITY CENTER REFERENCE ONLY ROOF PLAN NOT APPROVED WITH THIS PERMIT N PLUMBING ROOF PLAN - PLUMBING P2.03 SCALE: 1/8"=1 '-0" 0 4, 8' 16' 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 v DATE REVISION PHONE: 503.892.1188 3-01-2013 m FAX: 503.892.1190 CONTACT...STEVE SMITH C O N S U L T I N G ENGINEERS PROJECT NUMBER SHEET NUMBER engineering@mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE p2 • 03 AS INDICATED X ����p PROFFS - 13,319 ` OREGON GENERAL NOTES: KEYED NOTES• 0 �'� >-RD 17. Ag ygDOSP A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A REASONABLE 1. PROVIDE THERMOSTATIC MIXING VALVE AT HAND WASH SINK SET TO 120' OR LESS. REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN THE 2. PROVIDE LINE-SIZE GAS SOLENOID VALVE. COORDINATE WITH OTHER TRADES. EEEs 12-31-13 PIPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR MATERIAL TAKE-OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDING INSTALLATION TO PROVIDE CODE REQUIRED AND MANUFACTURER'S CLEARANCES. ALL WORK SHOWN IS DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. TIM i B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MINIMUM THREE FEET CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS I REQUIRED PER MANUFACTURERS INSTRUCTIONS. i C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND +; OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS POSSIBLE. I D. PROVIDE MINIMUM 10'-0"DISTANCE BETWEEN ALL VTR'S AND OSA INTAKES. E. UNLESS OTHERWISE NOTED, SIZE FINAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE SHEET P100. I i 6720 SW MACADAM AVENUE,SUITE 100 F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR PORTLAND,OR 97219 CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE T 503-245-7100 REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND CEILING LOCATIONS AND TYPES. 117 SOUTH MAIN STREET,SUITE 400 G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED SEATTLE,WA 98104 JOINTS. SEE SPECIFICATIONS. T 206-576-1600 H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND PIPING ©ANI<ROM MOISAN ARCHITECTS,INC. SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING. SEE SPECIFICATIONS. B C D E 6"F 2-1/2"CW 3/4"CW 2-1/2"CW 6 TO HB-2 BELOW GRADE 8.0 4' ` 4"w 8.0 WATER — --�1_ WOMEN I I I II I I I I 120A L L i� — — I— — — — -- L _ 1,8 _ MEN 3/4"HWR 'I r 4"W DNI _ n 2' V I MECH. 2„V 1 2„CW tt9 3/4„HW 1 ,.1/ i"CW 2-1 /2"V „ 120 TYP 2-, /2„V 3/4 CW I 2 VL TMP II 4"W I 1/2„CW I 1-1/2"CW1-1/2"C - - - 1-1/4"CW TYP 2"W DN 2-1/2„V " 3/2V — — 8 9 III2"V 1-1/2"y „ 1-i/2"w „ 2 V 1-1/4"V 8.0 8.0 2"W DN - I — TYP HW - 3/4"HWR 1/2,.0 1/2 CW - - — — — — 1-1/2"Cw 3/4"Hw I I 2"V 4 CW 3/4 HWR 3/4"HWR TYP I 3/4"HW I 2-1/2"V I ill HW 1-1/2"CW 1-1/4-C CW O � I 2-1/2"CW FFE=173.25 3„V 4 VTR I 1-1/ 'CW 1-- /2„cW i 4"W I .V PA EL IC 2„V 2” 4„w I I I I I JAN. — - - - - - -- -- -- - - - --- - - - -- - - -i- LN 6 A I Z 3/4"HW 2 CW 4"W 0 l7 Lu 4"w LL . ... ... ... ... CORR. CORR. „ CORR. J. 101 tO1A 3/4 H R 3/4 HWR tO,B 2"CW 2"CW � 3/4"HW _3/4' HW 3/4"HW BELOW GRADE 2"CW 3/4"CW 3/4"HWR N ~ ENLARGED PLAN - PLUMBING 2.04, SCALE: 1/4"=1 '-0" 0 2' 4, 8' \ _ V OLu z Lu •- V VV O Z m � N t-' Q Q �L 1/2„HW 3" w un CL 2"GW 2„�W 3"GW /4”HW �'GV 1 2' GV — • 2,ll —�- 1� 2'a _ I • �„ - �.-- - -�_� -- - - ---� III I 3 G 1 1/2"HW I I I I REVISION DATE REASON FOR ISSUE 1-1/2"GW I ( 1 I 1-1 4"GV I III 4' H I I I G I ' I m2 4 H R 3 'G (2 PSG) 3„GVT L I 1/2"CN it IIl3"GW TYP /� I 3"GW 3"GW ° �I� 3/4"HWR _ _ T(2 PSIG) 3 GW I I ' 1"HW 3 4"HWR -- 2 GV 1 �i i"CW _� _ 1 1�1/A'IHw CW it I I I I l�- d l j jI 3/4"HW� ELECTRIC 3/4„CWI PANEL COMMUNITY CENTER REFERENCE ONLY NOT ArrxovED WITH THIS PERMITENLARGED PLAN PLUMBING jL 1 j/ "HW 1-/VCW - GW CW N 2 ENLARGED PLAN - PLUMBING 6915 SW MACADAM AVE. SUITE 200 P2.04 SCALE: 1/4"=1 '-0” PORTLAND, 05038921188 REGON 972,19 DATE REVISION 0 2 4 8 3-01-2013 m FAX: 503.892.1190 CONTACT...STEVE SMITH CON 5 V L T i N 0 E N R I N E E R S PROJECT NUMBER SHEET NUMBER engineering®mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE P2 , 04 AS INDICATED X L NOTE: ' 711A OUTDOOR CONDENSING UNIT LOCATIONS TBD will I I ; I 6120 SW MACADAM AVENUE, SUITE 100 PORTLAND, OR 51219 ITEM DESCRIPTION QUAN REMARKS: - - - - - � - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- II 503HMAI100 I CORNER/GHANNEL GUARDS LOT - III SOUTH MAIN STREET, SUITE 400 , - � -I SSYY dd� 'SSYYYL1t _ ---� 2 WALK-IN GOLD STORAGE ROOMS 2 ALTERNATE SEATTLE, WA 55104 T 2KROM -1600 7,79 B 3 REFRIGERATION SYSTEMS 2 ALtERNATE OANICROM MOISAN ARCHITECTS, INC. 4 WALK-IN COOLER SHELVING LOt ALTERNATE AL - __ ' '26 I OOLEI REEZEW::3:= 5 WALK-IN FREEZER SHELVING LOt ALTERNATE - TRAY I 10 q 3 4 5 6 MOBILE MILK COOLER I --- RETURN Fs2-3 Fs2-2 2 I I DRY STORAGE SHELVING LOT --- WAREWASHING ' --- 36 o — A S MOBILE WASTE RECEPTACLES 2 I YYYYStY YYYYY`.VLVSLYSSYYAtYYiYYYYY'YL "' "YSY SI 9 VEGETABLE PREP SINK TABLE 1 -- H R L L I D R Y -- t ASS OCIAT ES 10 NAND WASHING SINKS 2 -- 656 NW NOR665D CAMAS. WASH. 9860 II NOT USED --- ---LI PAX 360 63 34 — 5453 DE I2 NOT USED ___ ___ FOOD FACILITY CONSULTANTS KITCHEN SPACE PLANNING . DESIGN ' ` KITCHEN 13 COOK'S SUPPORT TABLE W/GIGULAR POT RACK 1 1 L --+ --- ---- + �,t > PANTRY --- 39 I 16 Il JIL 19 �, 20�J --'' 21 `-' 22 1 14 SHEET PAN RACK I --- 32, -- 32 G 15 CANOPY HOOD WITH FIRE PROTECTION SYSTEM 1 IT 7 COOKING F FS2-2 16 STAINLESS STEEL WALL FLASHING LOT --- FS2-2 ITEM 15 FIRE Il COUNTER TOP GRIDDLE WITH OPEN BURNERS I I Imo_ a ,1 _ FS2-2 14 CONTROL CABINET IS NOT USED --- -- 36 n 33 23 13 1 �Oj 19 REFRIGERATED EQUIPMENT BASE I --- I I I GCOMMUNITY 20 DOUBLE STACK CONVECTION OVENS I --- I i FS2-4 " p FS 2 P NTR 21 REACH-IN REFRIGERATOR I --- Ll 22 CUBE ICE MACHINE WITH STORAGE BIN 1 34 FS2-2 ][:] --- I � PREP � - - - - — - - - - - - - - - - -- - - - — SERVING— - - - - - BAY— - - - -�T i— — - - - - - - - - -- - - 3 23 MICROWAVE OVEN 1 --- 24 NOT USED l/ La 25 NOT USED ---- — — --_ 3'=,_ � 33 ;�'lll ii' €6e3i' ufI?� I 7 26 MOBILE POT d PAN SHELVING I K . 1 ti4a✓¢ = i€1'3 :aI131 '333 Ye 3' _ _ ——— FS2-4 O 21 GLEAN DISHTABLE I --- 3Sfill 28 WAREWASHER VAPOR HOOD I 29 WAREWASHER WItH BOOSTER HEALER I --- 30 NOT USED --- --- 31 SOILED DISHTABLE WITH CRAY RETURN WINDOW 1 --- 32 MOBILE HEATED HOLDING CABINET 1 --- 3� 33 SERVING COUNTER 1 --- 34 HOT FOOD WELLS 1 --- 3 5 --35 DROP-IN COLD PAN 1 --- 36 PORTABLE TRAFFIC CONTROL SYSTEM LOT BY OWNER 31 MOBILE MILK CART 1 --- 38 MOBILE CASH COUNTER 1 --- Q ZO 39 MOBILE SALAD/CONDIMENT BAR 1 --- F W 40 MOBILE WASTE/RECYCLE RECEPTACLES 2 --- I I i I � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - 5 u W � z I I I v I — U Lu +— cn I I I • - - - - I - - - - - -- - - -- - - - - - - - - - - - - - - - - - - • 1 I I i I I I I �I■ ■ ■uuul■ ■ ■uuI■I■I■I■I■u1■IlI■1■1■1■I■1■I I■I■I■I ■I■I■I■I■I■I■I■I■1■I■I■I■uI■I■I■I■I■I WE I■I■I■I VISI DATE REASON FOR i ISSUE ii T i i ■_ N N N N N � L—_ � I ■ X X X X ■ {ice N N� fJi fJ� ■ T i 1 N N N N N RECEIVING FE x x x x x i Ln Ln Ln Ul vi FE I = � I i x x x x x i DN. ■ V V V V V i tJi 4� Vi V� N� — I COMMUNITY CENTER REFERENCE ONLY FOOD SERVICE NOT APPROVED WITH THIS PERMIT EQUIPMENT PLAN O O U N Q COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE EQUIPMENT PLAN N FS1-1 1/41-11-o^ DATE REVISION �" 3-01-2013 U PROJECT NUMBER SHEET NUMBER O211280 03 - 01 = 13 1=EfRt-11T SET SCALE ,I �II F51 = 1 1 L M N (:o NOTE: REFER TO ARCHITECTURAL F L LM 5 1 NSCHEDULE TM PLAN FOR EXACT ROOF TOP LOCATION OF GOND. ITEM NO. P.NO. 51ZE DE5CRIFION LOCATION HEIGHT SERVICE TO : REMAW5: UNITS. 2 PI 1211 x 12" FLOOR SINK FLOOR 0" WALK-IN EVAPORATOR DRAINS THREE-QUARTER GRATE ' - - - - - - - - - --- P2 --- FLOOR DRAIN FLOOR -1/2" AREA DRAIN --- Ankrom Moisan I rr-------� r-------, 9 P3 12" x 12" FLOOR SINK FLOOR 0" (2) SINK DRAINS NO GRATE 9 P4 1/2" HOT 4 GOLD WALL 20" SINK FAUCET 40 GPH HOT 10 P5 1/2 HOT 4 GOLD WALL 22" HAND WASHING SINK --- - -- -- - — - — - — — - — - - - - - - - - - - - - - - - - — -, - - - 10 P61 1/2" WASTE WALL 20" HAND WASHING SINK --- 61209W MACADAM AVENUE, SUITE 100 11 PI 3/4" GAS WALL 18" COUNTER TOP GRIDDLE WITH OPEN BURNERS 228M BTU TOTAL- QUICK DISCONNECT PORTLAND, OR 91219 --- NOT USED --- --- --- --- T 503-245-1100 20 P " 11 42 9 3/4GAS WALL 10 " DOUBLE STACK CONVECTION OVENS IIOM BTU TOTAL- QUICK DISCONNECT 11-1SOUTHMAIN STREET, SUITE 400 22 PIO 1/2" COLE) WALL 4011 CUBE ICE MACHINE RUN THROUGH WATER FILTRATION SYSTEM SEATTLE, WA 98104 " " FLOOR SINK FLOOR 0" CUBE ICE MACHINE WITH STORAGE BIN HALF GRATE T 206-56-1600 22 PII 12 x 12 OANKROM MOISAN ARCHITECTS, INC. k I --- P12 --- NOT USED -- --- --- --- PI9 P18 P11 �— - — - COOLER FREEZER ` ' ` --- P13 --- NOT USED --- --- --- --- 1„ 29 P14 3/4" HOT a 110° WALL 5311 WAREWASHER WITH BOOSTER HEATER 42.9 GPH HOT 9 20 PSI P2 P15 P14 IIK I P6 P5 WAREWASHING __v= Fa �i _1 IF IF 29 P15 2" WASTE WALL 12" WAREWASHER WITH BOOSTER HEATER --- d 31 P16 1/211 HOT 4 COLE) WALL 2011 PRE-RINSE FAUCET 40 GPH HOT. TEE COLD TO DISPOSER INLET r� r r-�l _=oo-------------- -------o----� 4 yyyyYC]GILYYY.. .vvv .Xy.IeX SLYYM.YY`6y vvv�vyy y P11 NOT USED -"` 30 P18 2" WASTE WALL 14" (2) SINK DRAINS a s s o c a T e s PI I - 656 NW NORWOOD i I Q 30 PI9 1/2" HOT 4 GOLD WALL 20" SINK FAUCETS 40 GPH HOT CAMAS. WASH. 98607 _-- FAX — H38 — 6 453 FAX 360 — B34 — 5453 L___ 34 P20 I/2" GOLD WALL 28" DROP-IN HOT FOOD WELLS FOOD FACILITY CONSULTANTS SPACE PLANNING . DESIGN '' " KITCHEN 34, 35 P21 1211 x 12" FLOOR SINK FLOOR OI' PROP-IN POT FOOD WELLS 4 DROP-IN GOLD PAN. HALF GRATE P9 ' I I COOKING ca all, P20ILIIAll F1= LIM5ING NOTES FLUMBING 5YME30L 1 P2 ��C�1°N� — - — — — - — — P21 — — — - — — 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER 70 DIMENSIONED P- T 3 DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR GOLD WATER 8 - 2. UNDER PLUMBING WORK OF DIVISION 15, MAKE ALL ROUGH-INS AND FINAL CONNECTIONS IN HOT WATER Q _ CONFORMANCE WITH LOCAL CODES. PROVIDE SUPPLY SHUT-OFF VALVES WITH PERMANENT NAME TAGS IDENTIFYING SUPPLY LINES TO EACH INDIVIDUAL PIECE OF EQUIPMENT. INCLUDE TRAPS, WASTE O TAIL PIECES, AND LINE STRAINERS AS REQUIRED. L C E GASLl 1 8 - 3. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL ALL FLOOR SINKS AND AREA DRAINS 41� 1114 ° FLUSH WITH FINISHED FLOOR FLOOR DRAIN ' I 4. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL GREASE CRAP OR INTERCEPTOR AS FLOOR SINK REQUIRED. --------------------- I I I I 5. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL ALL SINK WASTE LINES. USE COPPER TUBING UNEXPOSED 4 PAINTED WHERE LINES ARE VISIBLE. NO PVC PIPING IS ACCEPTABLE. vlv I I I 6. UNDER KITCHEN EQUIPMENT WORK OF DIVISION Il, FURNISH AND INSTALL ALL INDIRECT WASTE LINES --_- FROM EQUIPMENT LOCATED AT CUSTOM COUNTERS. USE COPPER TUBING 4 PAINT VISIBLE Z LINES. NO PVC PIPING IS ACCEPTABLE. Q O 1. UNDER KITCHEN EQUIPMENT WORK OF DIVISION Il, PROVIDE FAUCETS AT EQUIPMENT. UNDER = w PLUMBING WORK OF DIVISION 15, INSTALL 4 CONNECT FAUCETS. 8. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL CHROME PLATED VACUUM BREAKERS OR IK BACK/SYPHONING DEVICES ON SUPPLY LINES TO EQUIPMENT AS REQUIRED BY CODES. i- - - ---- 9. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL STAINLESS STEEL OR CHROME U W - - — - — - - - - - — - — - - - - - - - - - - - - - - - - ' - — - — - — -I— - - -I - 5 PLATED ESCUTCHEON PLATES FOR ALL WATER LINES PENETRATING COUNTER TOPS AND BACK SPLASHES. 10. UNDER PLUMBING WORK OF DIVISION 15, FURNISH PRESSURE REDUCING VALVE FOR ALL GAS, STEAM, 4 U Z WATER LINES. MAXIMUM WATER PRESSURE AT BOOSTER HEATER 4 DISHWASHER SHALL BE 20 PSI. - U I 11, UNDER KITCHEN EQUIPMENT WORK OF DIVISION II, FURNISH 4 INSTALL WALK-IN COLD STORAGE ROOM EVAPORATOR COPPER DRAIN LINES. TRAP AT OUTLET END. O 12, UNDER PLUMBING WORK OF DIVISION 15, PROVIDE 140 DEGREE HOT WATER SUPPLY AT DISHWASHER/ e � N BOOSTER HEATER AS SHOWN. VERIFY REQUIRED TEMPERATURE FOR SUPPLY AT SINK FAUCETS WITH LOCAL AND NATIONAL CODES. ccl Q 13. UNDER PLUMBING WORK OF DIVISION 15, FURNISH AND INSTALL A SOLENOID VALVE ON PRIMARY U O IL GAS SUPPLY TO SHUT OFF EQUIPMENT DURING FIRE SYSTEM ACTIVATION. SOLENOID SHALL BE ACCESSIBLE FOR SERVICING, TESTING, AND RESETTING IN THE EVENT OF SYSTEM ACTIVATION. I I 14, SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. I • - - _ _ _ _ — _ _ — _ _ _ _ I 1 ti i VISI DATE REASON '01■I■I■I■I■I■I■I■I■I■I■I■1■I■I■I■I■I■I■IN IN IN IN IN I■I I■I■I■I I■I■I■I■I■ ■I■I■I■I■I■I■I Mimi■I■I■I■I■I■I■IMimi■I ' ISSUE I I • i ' I ■ N N N N N L - Na : . . x x x x x i (1 - - - - - - - - - - - - - � - ■ - °1 - - - ter- - - -"�- - v' - �� - - - - - - - - - ]V'( ■ m rr � � ri i I RECEIVING i W w W W W , N N N N N ■ x X X x x I ■ i i I I I ■ Fwt, AAAAjo LE xxxX/ III : DN. COMMUNITY CENTER REFERENCE ONLY FOOD SERVICE NOT APPROVED WITH THIS PERMIT PLUMBING PLAN O am O �i z O N Q COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE PLUMBING PLAN �« 32013D-01EREVIS O N U PROJECT NUMBER SHEET NUMBER w 211280 O 03 - 01 = 13 fEfRM1T SET ISCALE = 1 '-011 � 6 I I , NOTE: REFER TO ARCHITECTURAL TM PLAN FOR EXACT ROOF TOP LOCATION OF GOND. 1A It UNITS. , I r- - - -7 r-- - - � i I I I i I I I i i O i i O i i f L__-____J L--- J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - -� - - - - - - 6920 SWMACADAM AVENUE, SUITE i 100 PORTLAND, OR 99219 T 503-245-9100 - - - - - - _ - _ - _ - ��r� - - - - - - - - - - - - - - _ _ - - _ -I !-j E-]f ]j! _I - - - _ - - - - - _ - - 2 119 SOUTH MAIN STREET, SUITE 400 �---- - - - IE(I��I� IIIIIIIIII �f 1 I �l I l�1 �t I OANiGROM MO�SAN ARCHITECTS, INC. IIEIIIIIIEE i11 II IiIIII Il!11ES f tl .'.':1'.':.'.'.':.':.' '.' ''' . :.. :.�.�.'L' ER. . ..... '� MI. ONE lU 8" DIA. EXHAUST DUCT CONNECTION AT WAREWASHER HOOD. WAREWASHING M2 It 815 CFM WITH 025 STATIC PRESSURE AT DUCT COLLAR ^ = - �' M2. ONE (1) 10" X 11" TYPE I EXHAUST DUCT CONNECTION AT CANOPY HOOD. ............E'':� ;r;;r ; :..:.:. ..;.;: 2188 CFM WITH 0.512" STATIC PRESSURE AT DUCT COLLAR V Yii YiLYILYYSGYM.IiY Y.L Y.YYX.Yy4y. L R I . O 6-I/2"DEEP WALK-IN CMAS, WASH. 98607 FAX NW NOR WOOS <\E\V---- 360 — 834 — FP. DEPRESSION - F 360 - 634 -6657 5453 LI I : FOOOO DILIN CONSULTANTS 1'•-.� I O I SPACE PLANNING • DESIGN REFER TO WALK-IN `� `� DETAILS I` I t L____J L__ J L+� •`..� I I M1 KITCHEN 5Y101= LEGEND T771 COOKING r` f II EXHAUST DUCT E::] i - EXHAUST DUCT (WAREWASHER) I i I€ 3i II II - � SERVING PREP j FLOOR DEPRESSION — - - - - — - — - — --U - — - I -- - - - - - - - - - - - - - - - - - -- - - - — -- - - - - - -- - - - - - - - - - - - - - - - - - 3 El e O L C E a I I I I I I I I y i Z IL I O ui I - - - - - - - - - - - - - - - - - - - - - - - ' - - - - -I- - - - - - 5 U w I � v U w I I , O i- z _ � w , f I I • I it I � i I VISI DATE REASON FOR �I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I I■I■I■I Z ■I■I■I■I■1■I■1 I ; ISSUE w w w w w I ■ N N N a s a a a I ! x x x a a a a a ■ jxL) N N N N N RECEIVING I I I ■ i I I ' ■ A A A A x x x x x i DN i E 14 N A COMMUNITY CENTER REFERENCE ONLY FOOD SERVICE MECH. NOT APPROVED WITH THIS PERMIT FLOOR DEPRESS. PLAN O O f- L3 N Z o N COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE MECHANICAUFLOOR DEPRESSION PLAN DATE REVISION ��. 3-01-2013 U PROJECT NUMBER SI-IFFY NUMBER W 211280 03 - 01 - 13 f=EfR 1IT SES �4'EPSI 3 = 1' -m" u NOTE: REFER TO ARCHITECTURAL ELECTfRICAL S C�4 E [:) L�L PLAN FOR EXACT ROOF TOP LOCATION OF COND. UNITS. ITEM NO. ENO. VOLTS 0 DESCRIPTION LOGIN. HEIGHT SERVICE TO: RATING REMAW,5 3 El 206 1 J-BOX ROOF VERIFY W.I. COOLER CONDENSING UNIT 15 AMPS 5 AMPS. SYSTEM A - BEACON SYSTEM (SEE NOTE) IL EI 3 E2 208 3 J-BOX ROOF VERIFY W.I. FREEZER CONDENSING UNIT 24 AMPS 15 AMPS. SYSTEM B - BEACON SYSTEM (SEE NOTE) I I — — — — — — — 3 E3 208 1 J-BOX CEILING --- WALK-IN FREEZER EVAPORATOR 1.6 AMPS SYSTEM B - BEACON SYSTEM (SEE NOTE) TM _=.j i ± i2 E4 120 1 J-BOX CEILING --- WALK-IN DRAIN LINE HEATER 500 W --- 2 E5 120 1 J-BOX CEILING --- (1) WALK-IN LIGHT 80 W SOW EACH -- - - - - - - - - - _ - - � - _ - - - _ _ - _ - - - - _ — _ - - _ _ - _ - - - - - - - ---- 3 _--__� - - � _ - 2 E6 120 1 J-BOX CEILING --- WALK-IN DOOR HEATER 500W 3 El 120 1 J-BOX CEILING --- WALK-IN COOLER EVAPORATOR I AMP --- AIS n 2 E8 120 1 J-BOX CEILING --- (2) WALK-IN LIGHTS 160 W SOW EACH F7R• 6 E9 120 1 DCO WALL 18" MOBILE MILK COOLER 6.8 AMPS FURNISHED WITH NEMA 5-15P - - - - - - - � - - - - - - - - - - - - - - - - - - - — - — - - - - - - - - 2 15 E10 120 1 J_BOX WALL 102" FIRE PROTECTION SYSTEM i ii 1 Il , 3Y11 3Y _J4111 ii1 NOTE: 100 �_� Ili1� ES \ ' --- --- --- --- --- 6120 Sw MACADAM AVENUE, SUITE ,�9' - -- 1 I ---------- _ � E.C. TO PROVIDE POWER TO EXHAUST _, ,,� ,� , '"� � , B --- Ell --- -- NOT USED --- --- --- --- --- PORTLAND, OR 31219 FAN ON ROOF AND INTERLOCK WITH E E3 ' ' k ' --- EI3 120 I DCO WALL 45" CONVENIENCE 1440 W --- T 503-245-1100 MAKE-UP AIR SUPPLY UNIT PER PER --J EI3 ' i K --- E14 120 1 DCO FIXTURE 34" CONVENIENCE 1440 W EXTEND FROM FLOOR STUB K Ili SOUTH MAIN STREET, SUITE 400 MECHANICAL ENCS. PLANS. PROVIDE El ,I € K -- WALL SWITCH WITH PILOT LIGHT g 48" WAREWASHING E13 ° K ' 15 E15 120 1 J-BOX CEILING - (2) CANOPY HOOD LIGHTS 160 W SBW EACH. SEATTLE, WA 981m4 `- -'t �' 19 EI6 120 1 DCo WALL IS" COOK'S REFRIGERATOR 6.l AMPS FURNISHED WITH NEMA 5-15P T 206-5 tM015A A.F.F. . J_ ®�---- - E6 E4 K OANKROM MOISAN ARCHITECTS, INC. J a I `--� „oy 20 Ell 120 1 DCO15 WALL 33 60' DOUBLE STACK CONVECTION OVENS 6 AMPS EACH OVEN. FURN D. W/ NEMA 5-15P. INCL. PASS 4 SEYMOUR #2095 GFCI yYYYY YYYY�LY yyyYYYiLYY.1LYY�Y- 21 E18 120 1 DCO WALL 24" REACH-IN REFRIGERATOR 82 AMPS FURNISHED WITH NEMA 5-15P I Eg - -� 22 E19 120 1 J-BOX WALL 64" CUBE ICE MACHINE 4 STORAGE BIN 20 AMPS --- --- --- �`^`. --- E20 --- -- NOT USED --- --- --- --- --- \L--- --- -- 1`�— J E21 - NOT USED - --- E22 --- -- NOT USED --- --- --- --- --- H A L L I D A Y n A S S O C 1A T E S 29 E23 206 3 J-BOX WALL 11 WAREWASHER WITH BOOSTER HEATER 42 AMPS --- E3O ' KITCHEN 656 Nw NORWOOD E25 E15 EI6 Ell --- E24 --- -- NOT USED --- --- --- --- --- CAMAS60 _' zA 966D7 360 - 8 A - 6657 FAX 360 - 634 - 5453 I_ F NOTE: 32 E25 120 1 DCO WALL 10" MOBILE HEATED HOLDING CABINET 12 AMPS FURNISHED WITH FOOD NEMA 5-15P SPACE APLAN LNG:LADLES N ERVING r- COOKING E10 .�Q LOCATE MANUAL FIRE SUPPRESSION 11 PULL STATION PER CODES. E.G. 70 34 E26 208 3 J-BOX WALL 2411HOT FOOD WELLS 4960 W - �L= J, - E13 PROVIDE OCTAGON BOX AND RUN 33 Ell 120 1 J-BOX WALL 24" FOOD GUARD HEAT LAMP 1215 W CONNECT THRU FOOD GUARD POST Fj EI4 EMPTY CONDUIT TO FIRE r E14 35 E28 120 I DCO WALL 24" DROP-IN COLD PAN 23 AMPS FURNISHED WITH NEMA 5-15P Y € r SUPPRESSION CONTROL HEAD. 35 1 E29 1120 1 1 DCO WALL 12'11 COMPUTER 1440 W ISOLATED/DEDICATED MINIMUM 12" RADIUS BENDS IN ANY E13 CHANGE OF DIRECTION SET PULL 39 E30 120 I FLOOR BOX FLOOR 0" MOBILE SALAD/CONDIMENT BAR 12 AMPS VERIFY NEMA PLUG CONFIGURATION IB - - - - - - - - - - - - E26 - - - - - - - - - - - 120VFLOORSTUB +6" PREP - - - - - - STATIONBO> +4 FF. TO C.L. E21 - - U ELECTRICAL NOTES 12'X 12'PULL BOX AT HEIGHT NOTED ON PUN.MEASURED FROM L C E I. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH-IN LOCATIONS. REFER TO DIMENSIONED FlNISHEDFLOOR XATN TEDD PLAN. DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR S WITH FIN.WALL USE 2'000 IT,DOWN, IN WALL FROM ABOVE CEILING.ALL THE ABOVE FURNISHED AND INSTALLED a T BY ELECTRICAL CONTRACTOR 2 ! 2. UNDER ELECTRICAL WORK OF DIVISION 16, PROVIDE ALL ROUGH-INS AND FINAL CONNECTIONS IN CONFORMANCE WITH LOCAL CODES. AGN EQUIPMENT NE CONNECTION N AT EVAPORATOR BY KITCHEN EQUIPMENT CONTRACTOR ' O REFRIGERATION SYSTEM BY KITCHEN EQUIPMENT CONTRACTOR. 3. HOOD LIGHTS ARE FURNISHED UNDER KITCHEN EQUIPMENT, DIVISION 11. UNDER ELECTRICAL WORK OF E INSULATED REFRIGERATION LINES.RUN FROM CONDENSING UNITS AND DIVISION 16, FURNISH d INSTALL SWITCHES AND FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT ABOVE FINISHED CEILING BYKTTOIENEQUIPMENT CONTRACTOR 1 I AND WIRING CONCEALED FROM SIGHT. CONDUTTUNDER FLOOR SIZE ASN07MONPLAN FROM PBINWALL J ! CONDUIT SHALL HAVE 24'MINIMUM RADIUS BENDS.FURNISHED AND i 4. UNDER ELECTRICAL WORK OF DIVISION 16, FURNISH 4 INSTALL ALL INTERCONNECTING WIRING ACROSS INSTALLED BYELECTRICAL CONTRACTOR. CEILING AS REQUIRED BETWEEN HOODS 4 HOOD CONTROL PANEL. BACKPRESSURE --- - REGULATOR SUCTION 5. WALK-IN COLD STORAGE ROOMS, LIGHTS, AND CEILING MOUNTED EVAPORATORS ARE FURNISHED LINE EXPANSION AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION Il. UNDER ELECTRICAL WORK OF DIVISION VALVE n _ 16, FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING CONCEALED FROM SIGHT. SOLENOID — 6 . ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED HORIZONTALLY ON FIXTURES AND WALLS. L ---- SHUT-OFF EVAPORATOR W L � 1. ALL EVAPORATOR MOTOR CONNECTIONS SHALL BE MADE WITH CONDUIT TO A J-BOX. PLUG-IN VALVE sea r� Lu GLASS — — — - — - — - C TYPE CONNECTIONS WILL NOT BE ACCEPTED. 1 DRIER/ ID U �— O I I - _i- _ - _ ! J 1 STRAINER UNE 8. COLD STORAGE ROOM EVAPORATOR DRAIN LINES (INCLUDING HEAT TAPE FOR FREEZER DRAIN) :7? IY I ! ARE FURNISHED AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION Il, TRAP AT OUTLET END. 9. REFRIGERATION 4 BEVERAGE LINES ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED TO FIT CONDENSING UNIT 1ff BUILDING coNp!TioNs. REMOTE, NORMAL TEMP. REF'R. SCHEMATIC U w NO SCAIE 10. UNDER ELECTRICAL WORK OF DIVISION 16, PROVIDE ALL DISCONNECTS, INTERLOCKS, AND INCLUDE CtANKCASEHEATERS ADD OIL SEPARATORS ALL SYSTEMS U W -- CONTACTORS REQUIRED BY LOCAL CODES. FOR ALL SYSTEMSD(P05ED TO LOW TEMPERATURE DESIGNED FOR —1 U TO FREEZING WEATHER SYSTEMS +90 AMBIENT 11, UNDER ELECTRICAL WORK OF DIVISION 16, FURNISH AND INSTALL SHUNT TRIP CIRCUIT BREAKERS Q T�- - TO SHUT OFF POWER SUPPLY TO ALL ELECTRICAL COOKING EQUIPMENT DURING FIRE SYSTEM ACTIVATION. z 1 � W 12. UNDER WORK OF KITCHEN EQUIPMENT, DIVISION 11 , FURNISH AND INSTALL STAINLESS STEEL OR CHROME PLATED ESCUTCHEON PLATES FOR ALL ELECTRICAL CONNECTIONS PENETRATING COUNTER TOPS d Q FOR BELOW COUNTER PLUG-INS. U 0 IE to I ' I I ' ELECTRICAL 5�150L LEGEND ' +I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I I■I■I■I I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I I ! • I N N N ! J DCO (DUPLEX CONVENIENCE OUTLET) FE N N j ■ �+ _ _ �„- _ w— _ �+ — _ —u,- - - _ - _ - - 8- - VISI DATE REASON FOR - — - — - — - — - - J-BOX (JUNCTION BOX) ISSUE N N NN N I RECEIVING ; THERMosrar L, viix„ i i SOLENOID H N I I MOTOR O A A A A A - SWITCH(S) x x x x x i I DN. N L IGHT FLOOR STUB (AS NOTED) • M14xxLINT1414 I i COMMUNITY CENTER REFERENCE ONLY i NOT APPROVED WITH THIS PERMTT FOOD SERVICE ELECJ REFRIGERATION PLAN 0 0 U N z N COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE E LECTRICAUREF RIG E RATION PLAN ,j F l4 1/4"-1'-W DATE REVISION �^ 3-01-2013 N U PROJECT NUMBER SHEET NUMBER Lu 211280 O 03 - 01 - 13 fE1R1„IIT eET SCALE = 1' -m" 6 TM - V,— TOPRAIL Allkro.m Iw oisan TYPICAL CLOSURE MATCHING METAL 4" URETHANE _ CEILING SEISMIC 4" URETHANE PANEL CLOSURE PANEL WALL PANEL TIE DOWN - TYP. ROOF PANEL 4" URETHANE--,, _�, CEILING SEISMIC 4" URETHANE 6 i20 SW MACADAM AVENUE, sulrE WALL PANEL TIE DOWN - TYP. ROOF PANEL 1� 3"x3" COMER PORTLAND, OR 91219 CLOSURE PANEL TOP OF COLD T 503-245-1100 FRAME NEATER mFZR STORAGE ROOM EXTERIOR FACING -_________________ ____i IIT SOUTH MAIN STREET, SUITE 400 T 206-576-1600 INTERIOR PAGING SEATTLE, WA 9810 URETHANE INSULATION n I OANKROM MOISAN ARCHITECTS, INC. 4 URETHANE PANEL EXTERIOR KICKPLATE� INTERIOR KICKPLATE WITH METAL FACING S.S. BASE/SEISMIC TIE DOWN ______________r-------- (1) _ ____- ALTRO SAFETY VINYL WEARING FLOOR/BASE BY G.C. (U 1/2" x 4" x 35 i/8" CELTEX f-JAMB FACING BLOCKING IN OPENING S lU CONCRETE SUBSTRATE BY G.G. � ALTRO SAFETY VINYL EPDXY COVE BASE I" SQ WIRE CLOTH i BOTTOM 3/4" x 4" x 41" CELTEX WEARING FLOOR BY G.G. BY G.C. 20 GA. ZINC. COATED I RAIL BLOCKING a BOTTOM OF DOOR JAMB d SILL HEATER �� STEEL BY G.C. CORNER OF i CONCRETE TOPPING G.S. ROOM , H A L L I D R V FRAME FOR HEAT CABLE g FZR - I/8" S.S. ALTRO SAFETY A S S o c I R T E S FLOOR THRESHOLD SLAB 15 FELT SLIP SHEET d d d d d d = VINYL WEARING 360 — 834 — 6657 — Z d •. d d • _ N FLOOR BY G.C. C I 656 EI NORW FAX 360 WA 34 98607 Sa53 d d d N d FOOD FACILITY CONSULTANTS d d N d v N I SPACE PLANNING DESIGN /lL d d' dao d O GALVANIZED STEEL o VOID IN CONCRETE TO CHANNEL WITH LANCED BE GROUTED SOLID TABS 24" O.C. URETHANE FRONT ELEVATION SECTION FLOOR INSULATION URETHANE FLOOR INSULATION ASPHALT EMULSION 4 FOIL MEMBRANE E) oo /F-Loo &ECTIoN WALL /FLOOD SECTION CL05U E PANEL DEfi74ILS NO SCALE NO SCALE NO SCALE • NOTE: REFER TO ARCHITECTURAL FINISH SCHEDULE FOR FINISHED FLOOR MATERIAL AT INTERIOR AND EXTERIOR OF WALK-IN COLD STORAGE ROOMS Z 4O 3"x3" ALUMINUM PLATE WITH = TINNERMAN NUT RETAINER W-10 U 1= 0 I II I ® 1/ NYLSALTRROD2" ' LTP. EACH HANGER EACH ROD Uff LLI _- L NUT AND RETAINERU 11— Z X111 3"x3" ALUMINUM PLATE y _ W I SEALANT WALL OR U� FINISHED FACE OF CEILING PANEL ?- III� O I i I BUILDING WALL EACH TRADE SHALL CUT 1 I ( REFRIG.WALL NEAT HOLE IN BLANK TO PLUMBING, _ W ACCOMODATE UTILITY LINE REFRIGERATION I— N cci OR ELECTRICAL COIL FRAME LINE V Q 2 BUILDING ROOF PANEL — — _ — _ — _ —_ __ WALL I NUT # WASHER ZINC PLATED I SET ( II� 4 1/2" NYLON ALL EACH TRADE URETHANE TAPE 4 NUT WITH RETAINER 5"0 BLANK SHALL SEAL + COIL T4 ALUM PLATE S/5 ESCUTCHEONS MATCHING VERTICAL &Wmam THREAD ROD (VtONG) NO.W-12 PENETRATION 0TRIM ANGLE4 NUT 4 WASHER STAINLESS STEEL TRIM DETAIL RODS WASHER NUTS 4 ALUMINUM PLATES WITH NUT RETAINER SHEET METAL SCREWS HALF SHALL BE SIGNED OVER TO JOB SUPERINTENDENT. ACTUAL REVISION DATE REASON FOR INSTALLATION OF PARTS SHALL BE RESPONSIBILITY OF THE ISSUE MECHANICAL REFRIGERATION CONTRACTOR �Ef;:� ITCAL T1RIM MCULDING� [DETAIL N -'LON FOOD COIL # 4ANG:; fR [DETAIL (D�NC �� ICAL ESCUTCHEON DETAIL NO SCALEED NO SCALE SCALE COMMUNITY CENTER FOOD SERVICE WALK-IN DETAILS o REFERENCE ONLY NOT APPROVED WITH THIS PERMIT L) z O Q COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE WALK-IN DETAILS j ip AS NOTED DATE REVISION 3-01-2013 N u PROJECT NUMBER SHEET NUMBER W 211280 03 - 01 = 13 FEfP.. 1IT &E_ T SasF52 = I r�IOT � 2 A I '\- —STAINLESS STEEL CLOSURE PANELS--- 4 Li s O 2 VACUUM VENT g (FREEZER) 3 (COOLER) TM 0 THERMOMETER Ankrom Moisan 14"X14" VIEWPORT LIGHT SWITCH 0 6920 SW MACADAM AVENUE, SUITE r 100 PORT LAND,- AND, ORS9219 119 SOUTH MAN STREET, SUITE 400 SEATTLE, WA 98104 T 206-596-1600 OANKROM MOISAN ARCHITECTS, INC. HALLIDRY R S S O C I R T E S 656 NW NORWOOD CAMAS. WASH. 98607 PAX - 83 8 - 6657 6 31-0" L FAX 360 - 634 - 453 FOOD FACILITY CONSULTANTS SPACE PLANNING DESIGN WALL ELEVATION LJ. I ; C 0 0�LLIE IF IEZI �/N _ « XT ) WAL= L= ELEVATION D �T' ST0 AGE 3/4 -1 -011 91.311 J 61-011 TABLE MOUNTED POT RAG< 14 2 ee 9 0 23 0 � O (2) ROTORY WASTE (2) S/S DRAWER ASSEMBLIES W DRAIN ASSEMBLIES W/ 20"X20" PAN INSERTS = 31-211 SHELF UNDER SHELF UNDER U � O FLOOR &WS LEGS AND 5.5 LEGS AND:2j W ROSS-BRACING ELEVATION GROSS BRACING Z 000 ' 5 TABL= E W/ClCUL A FCT RAS WAL= L= EL= EVATION SHEET FAN A� � 11 3/4 - I m Z =3 S.S. CLOSURE PANEL---,, O = NOTE: SEE SHEET F51-1 FOR LOCATIONS AND QUANTITIES OF THESE ITEMS 15 21 • 22 CRIMPED EDGES CRIMPED EDGES . II U, + I6 � I I II VISI DATE —REASON FOR ISSUE @ � - 6 dl � O O BASE MATERIAL BY G.G. BASE MATERIAL 19 BY G.G. E a a — — — — — — CORNER CHANNEL COMMUNITY CENTER EL= EVATION COO ING L= INE DETAIL= S CORN /Ck4ANN L= GUARDS FOOD SERVICE ELEVS & REFERENCE ONLY FABRICATION DETAILS NOT APPROVED WITH THIS PERMIT U N COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE ELEVATIONS & FABRICATION DETAILS FS2-2 AS NOTED DATE REVISION �^ 3-01-2013 U PROJECT NUMBER SHEET NUMBER W 211280 03 - 01 - 13 IE fRM I T SET SCALE F52 = 2 u AS NOTED 1 ii SORT n / II O PIT N 21 I - - - - - - - - AA /t �H ` `, /01 _ UNDER W/CENTER 26 6720 SUJ MACADAM AVENUE, SUITE ' PORTLAND, OR 9'1219 LEG SUPPORTS 100 \\ 3 II/2" 11/4" REMOVABLE 11/2" I" 2'-0" 211 T 503-245-1100 \\ 31 2'-0" 1'-611 2'-011 29 28 RAGK GUIDES \ IIZ SOUTH MAIN STREET, SUITE 400 5.5 LEGS 4j \\ m OANKROM MOISAN ARCHITECTS, INC. SEATTLE, WA 98104 CROSS-BRACING- TYPICAL G� REMOVABLE S.S. -� z RACK GUIDES `�' z L , N S.S. END �n N 4 b = CAP P31 _ - c.. _ N H (� � � IDRY R S S O C I R T E S DJI 656 NW NORWOOD CAMAS. WASH. 96607 360 - 834 - 6657 FAX 360 - 634 - 5453 FOOD FACILITY CONSULTANTS M / SPACE PLANNING . DESIGN VERIFY 6'-101, 15/8" DIA. GROSSRA I L INC SECTION 5EICTION 2 6 2140ff /I / 14 GA. S.S. SHELF BRACKET I ( 1 1/4"21-011 211 lowloto 11/2° 11/4" REMOVABLE VER 2'-9 RAGK GUIDES GLOSS RAGK > 11/2 11/2 W/ALL WELDED rl 16 GA. S.S. n 1L CLOSURE ® `5 N cn r S.S. LEGS AND �n CROSS-BRACING ir (Y 1 5/5" DIA. GROSBRAILING _ z SECTIONSECTION " w 3 A CT I ON z 3/4°=1'-m° 3� Lu Q3 U W O z z �--S.S. CLOSURE PANEL-� '" � � M X 1 4 O2 1 5'-4 5/SII (VERIFY) U U IL m \-ANGLE WALL— \ C YAI-011 21-011 16 2 -011 VERIFY 6 -10 I (VERIFY) SORTING SHELF 2q 1 REVISION DATE REASON FOR I' TRAY RETURN WINDOW Issue 31 27 _ 31 I f I j 2'-411 Off II_/ 11 11 611 Y L V 00 S.S. LEGS AND o 0 lol SINKS ON ANGLE WALL ICRO55-5RACING ROTORY WASTE DRAIN S.S. LEGS AND S.S. SHELF WITH CENTER SUPPORT Q ASSEMBLIES - TYP. CROSS-BRACING S.S. LEGS AND GROSS-BRACING w Q7 FLOOR SINK SAL I ELEVATION COMMUNITY CENTER WALL ELEVATION CLEAN SOIL ED [DISHTAE5L S LU/ FOT 51N<5 SOILED [DISHTAE3L S UJ/ FOT 3IN<5 FOOD SERVICE ELEVS & 3/ Fff =11_�ff I 3/4"= 1'-ro" FABRICATION DETAILS 0 0 REFERENCE EFE EE T CE ONLY NOTPERMIT z O COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE ELEVATIONS & FABRICATION DETAILS FS2-3 AS NOTED DATE REVISION 3-01-2013 U PROJECT NUMBER SHEET NUMBER tu 211280 03 = 01 = 13 f �R1�-I I T &E T SCALE F52 = 3 u A5 NOTED TV Tm ERIFY 3'-4 3/8" '-" 31-0 (VERIFY) VERIFY LOCATIONJ h 5.5. JAMB BOTH VERIFY LOCATION ) 5.5. JAMB BOTH p 32 OF COILING DOOR SIDES OF COILING OF COILING DOOR SIDES OF COILING rom MO(5an DOOR DOOR — 31-011 VER 3'-0" VER. 5.5. WALL SHELF Z-GUARD "9930 EQUAL EQUAL 6-120 SW MACADAM AVENUE, SUITE FOOD GUARD Imo PORTLAND, OR 91219 T 503-245-1100 HEATLAMP j DSP. NEAT _ Ill SOUTH MAIN STREET, SUITE 400 4" VERIFY LIGHT LAMP = 6" VERIFY SEATTLE, WA 98104 6" VERIFY LL 1 0ANKROM MOISAN ARCHITECTS, INC. LL 35 \- w 34 r w 5.5, TOP 2 - 1/2� l L- . _ _ _� J DRAUJER 0f " _ 2i HEAT LAMP TOGGLE SWITCH FOR _�_ _ H A L L I D R Y C CONTROL DISPLAY LIGHTS - = 6l ( - I a S s o < i a T e S OPEN OPEN OPEN CAMAS, WASH. 98607 (n N Cn N I 656 NW NORW000 UTILITY CHASE W/ UTILITY CHASE W/ FAX260360 83 34 -65 53 ACCESS PANELS VERIFY ACCESS PANELS VERIFY a FOOD FACILITY CONSULTANTS ARCHITECTURAL IF— ARCHITECTURAL ACCIESS PANELS/ SPACE PLANNING N� oE5�N v DE51GN DESIGN `r FLOOR SINK NOTCH 545E FOR FLOOR SINK 2 1/2 4 " 11/2" 3'-10" 11/2" 4'-1" 11/2" 1'-10" 11/2" ELEVATION SEWING COI�NT F 1 SECTION 2 SECTION 3 SECTION 3/4 1 O 33 3/4 11 =1 O 33 3/4 10 33 3/4 = 11-0 (VERIFY) 2'-4" 3" EQUAL EQUAL 311 t DISPLAY LIGHT 38 2 q w U � O ® 4 X11 -_--, ® ® U w � U w � � U ELEVATION ELEVATION K 1 -IC51LE CASH COUNT fR 1-105ILE 5ALAD s CONDIt1 - TENT 541R :3 W U U (L m ja io REVISION DATE REASON FOR ISSUE COMMUNITY CENTER FOOD SERVICE ELEVS REFERENCE ONLY FABRICATION DETAILS NOT APPROVED WITH THIS PERMIT U } q COMMUNITY CENTER - FIRST FLOOR - FOOD SERVICE ELEVATIONS & FABRICATION DETAILS (ip AS NOTED DATE REVISION P 3-01-2013 N F W PROJECT NUMBER SHEET NUMBER 211280 03 - 01 - 13 1=ERS IIT SET SCALE AS NOTED F III _F -