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Plans (7) BU P2018 -00030 JAMES I EMPLE I ON d deca architecture . inc ELEMEN 1 AIR' Y SCHOOL 935 SF Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6538 deca-inc.com �� 2919 �, SDSV' C ‘.._., DG ADE DAVID T. RYMAN 100% CD SET MARCH 22, 2 018 -cpm PORTLAND, ilit GGN F S c�,A1 TIGARD-TUALATIN SCHOOL � �� o� O��ee�t �null r,;ti��ra, SPecia6ty Code DISTRICT ❑ Concrete and Reiarcirq Steel Bolts!neta9led in Cncrete TEMPLETON ELEMENTARY SEISMIC UPGRADE oS lai# nrnen°-1 slstingConcreteFrame 9500 SW Murdock St. ❑ ReinforcifEg Steel Prestressing Steel TendonsTigard, OR 97224 Str ctssralWeldingH;gh.streflghtXolIng OFFICE COPY ❑ Structaaru!h.'asonCITY OP TIGARD ❑ ReinforcedGPsm Concrete REVIEWED FOR CODE COMPLIANCEEC ❑ insulating Concrete Fill Approved: .J I ❑ Spray Applied gars-Resistive Ma#erials OTC: [ MAR 27 201$ 30 ❑ Pilings,Drilled Piers and Caissons Permit #. ,Q4 2 Q - 1QCl •l-{g. CITY OF TIGARD 0 Shotcrete Address: c6 ou S w Mur ei n c 1C i BUILDING DIVISION ❑ Special Grading,Excavation and Filling Suite#: C3 Smoke-Control Systems By: Dates =�_ _ Other Inspections REVIEWED FOR TARGETS ABBREVIATIONS GENERAL NOTES PROJECT CONTACTS PROJECT DESCRIPTION CODE COMPLIANCE ROOM TAG (E) EXISTING 1. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND THAT THE BUILDING OWNER: THE PROJECT IS A VOLUNTARY SEISMIC UPGRADE OF THE SCHOOL TO MEET THE LIFE (N) NEW CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND Tigard Tualatin School District SAFETY PERFORMANCE LEVEL AS DEFINED BY ASCE 41-13 AND THE OREGON'S SEISMIC ROOM - ROOM NAME ALUM ALUMINUM MAY CONTAIN ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, 6960 SW Sandburg REHABILITION GRANT PROGRAM REQUIREMENTS. THE SEISMIC UPGRADE WORK IS IN THE 101 BD BOARD CODE VIOLATIONS, AND IMPROPER USE OF MATERIALS SUCH Tigard, Oregon 97223 1966 ORIGINAL SCHOOL BUILDING AND THE 1979 GYMNASIUM ADDITION. ROOM NUMBER CF CEILING FAN OR CLEAR FINISH DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED. CONTRACTOR Phone: (503)431-4000 CJ CONTROL JOINT SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT THE PROJECT ALSO INCLUDES NEW ARCHITECTURAL FINISHES RELATED TO THE SEISMIC DOOR NO. TARGET CG CASE GOODS DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT OWNER REPRESENTATIVE: UPGRADE WORK, AND NEW FLOORING RELATED TO HAZARDOUS MATERIAL ABATEMENT CH CHAIR, COAT HOOK ANY DEFICIENCIES OR BEAR THE RISK AND EXPENSE OF ANY FAILURE DAY CPM (PERFORMED BY OTHERS). CL CLOCK TO DO SO. THE CONTRACTOR SHALL REQUIRE EACH 6960 SW Sandburg DEFERRED CLR CLEAR SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND Tigard, Oregon 97223 NEW MECHANICAL, ELECTRICAL, AND LIGHTING SYSTEMS WHERE RELATED TO THE Fire Sprinkler C233-1-4i DOOR NO. CONC CONCRETE IMMEDIATELY REPORT ANY DEFICIENCIES, Contact: Angela Caffrey SEISMIC WORK INCLUDE: A NEW MECHANICAL AND ELECTRICAL SYSTEM FOR THE "N„ _• / ROOM NO. CPT CARPET Phone: (503) 523-8103 CAFETERIA AND NEW LIGHTING IN ROOMS WHERE SEISMIC WORK AFFECTS CEILINGS. Fire Alarm i+._ FLOOR CTG CLEAR TEMPERED GLAZING 2. DRAWINGS OF EXISTING BUILDING FOR REFERENCE ONLY. Mechanical CR CARD READER, CURTAIN ROD CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN FIELD. ARCHITECT: Plumbing ,�... AREA DEMO DEMOLITION; DEMOLISH ACTUAL CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO THE DECA Architecture Electrical �/ EF EXHAUST FAN OWNER &ARCHITECT. EH ELECTRIC HEATER 935 SE Alder St. Truss Engineering Portland, Oregon 97214 Shop Drawings BUILDING OR WALL SECTION TARGET FC FAN COIL 3. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING, MECHANICAL, Contact: Beth Cantrell Other FDC FIRE DEPARTMENT CONNECTION ELECTRICAL, PLUMBING, AND FIRE CODES. Phone: (503)239-1987 DETAIL NUMBER FEC FIRE EXTINGUISHER CABINET 6 FO FACE OF 4. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, DECA STRUCTURAL ENGINEER: A601 i FRP FIBER REINFORCED PLASTIC ARCHITECTURE, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES Nishkian Dean FS FLOOR SINK OR CERTIFICATIONS. 1022 SW Salmon St., Suite 300 DRAWING NUMBER GA GAUGE Portland, Oregon 97205 GSF GROSS SQUARE FEET/FOOTAGE 5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF Contact: Rob Aman GYP GYPSUM BOARD CONSTRUCTION. Phone; 503 274-1843 INTERIOR ELEVATION TARGET HM HOLLOW METAL Phone: ( ) 1 HP HEAT PUMP 6. CONTRACTOR SHALL VERIFY THAT ALL MECHANICAL, ELECTRICAL, AND MECHANICAL ELECTRICAL PLUMBING ENGINEER: DETAIL NUMBER KDF KNOCKDOWN FRAME PLUMBING WORK IS COORDINATED AND DESIGNED TO FUNCTION WITH PAE C1 j c'Tv r. T 4 6 2 KE KITCHEN EQUIPMENT THE EXISTING BUILDING'S SYSTEMS. 522 SW 5th Ave, #1500t .G) A601 MIN MINIMUM Portland, Oregon 97204 Approved Li Planning DRAWING NUMBER MFR MANUFACTURER('S) 7. CONTRACTOR SHALL PROTECT EXISTING OCCUPANTS AND PROPERTY Contact: Mike Streb MIL METAL FROM DAMAGE DURING PERFORMANCE OF WORK. Phone: (503) 542-0543 QRte• /_�tS 3MR MIRROR EniiS!S: ELEVATION NUMBER MISC MISCELLANEOUS 8. CONTRACTOR TO SUBMIT ALL FINISHES AND MATERIALS TO ARCHITECT � _ NC NOISE CRITERIA AND OWNER FOR REVIEW PRIOR TO ORDERING. STRUCTURAL GRID NSF NET SQUARE FEET/FOOTAGE OC ON CENTER 9. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT AND OCC, OCCUPANT(S) PROTECTION AS REQUIRED. , OCCS --1--/ OFCI OWNER FURNISHED, CONTRACTOR INSTALLED 10. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING, OD OVERFLOW DRAIN IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL FOR ANY DRAWING INDEX VACINITY MAP OPP OPPOSITE HAZARDOUS MATERIALS. SEE OWNER PROVIDED HAZARDOUS • P, PT PAINT ATERIAL SURVEY FOR ADDITIONAL INFO. G001 COVER SHEET, GENERAL NOTES AND SHEET INDEX G002 CODE SUMMARY AND LIFE SAFETY PLAN PH PHONE Issue Revision Date PL PLASTIC LAMINATE A011 DEMO REFLECTED CEILING PLAN g- i PLY PLYWOOD A012 DEMO REFLECTED CEILING PLAN ; Y CEILING HEIGHT TARGET PTD PAINTED A100 SITE PLAN ,� - .flo 100%CD Set 031221201$ A101 FIRST FLOOR PLAN RB RUBBER BASE BID ALTERNATES A102 BASEMENT FLOOR PLAN 91. . 9'-0" RD ROOF DRAIN i A201 REFLECTED CEILING PLAN , r-"- RDOD ROOF DRAIN OVERFLOW DRAIN A202 REFLECTED CEILING PLAN - ° '*\ REQ'D REQUIRED 1. BID ALTERNATE#1: VINYL COMPOSITION TILE FLOORING IN LIEU OF A203 CAFETERIA IMAGES CEILING HEIGHT ABOVE REV REVISE, REVISION LIGHT GRIND AND SEAL EXISTING CONCRETE FLOOR AT CAFETERIA FINISH FLOOR RF RESILIENT FLOORING AND KITCHEN S100 GENERAL NOTES, ABBREVIATIONS, SHEET INDEX r PROJECT SITE S100A SPECIAL INSPECTIONS ,. S4S SURFACED FOUR SIDES '" VERTICAL ELEVATION SAN SANITARY (SEWER) 2. BID ALTERNATE #2: RUBBER FLOORING IN LIEU OF LIGHT GRIND AND S201S22 FOUNDATION /FLOOR FRAMING PLANS SHD SHADE SEAL EXISTING CONCRETE FLOOR AT CAFETERIA AND KITCHEN 02 ROOF FRAMING PLAN a_ y S301 DETAILS �'`" 100' 0° SIM SIMILAR S302 DETAILS SN SIGN 3. BID ALTERNATE#3: REMOVE ALL EXISTING STAGE CURTAINS AND ;< . iii t s = SSTL STAINLESS STEEL 5303 DETAILS A TRACKS AND INSTALL NEW STAGE CURTAINS AND TRACKS M001 SYMBOLS, LEGENDS &ABBREVIATIONS-MECHANICAL -g i. ST STONE � .;_ LINE TYPES STC SOUND TRANSMISSION COEFFICIENT M002 SCHEDULES MECHANICAL _ STL STEEL M010 SITE PLAN ` r "3 � T TELEPHONE M101 DEMO FLOOR PLAN-MAIN LEVEL-MECHANICAL CENTERLINE M501 DETAILS-MECHANICAL i_ ' m ' , TBD TO BE DETERMINED ` t� E001 SYMBOLS, LEGENDS &ABBREVIATIONS-ELECTRICAL , PROPERTY LINE TEL TELEPHONE E002 SCHEDULES-ELECTRICAL `$ ' ,y, n,,,1 TYP TYPICAL E010 SITE PLAN ; '� UL UNDERWRITERS LABORATORIES a �� CONSTRUCTION LINE E011 DEMO REFLECTED CEILING PLAN-MAIN LEVEL ..„...,.. ,,,,,..4,077—. F `" £. ;i '" " , ._ UNO UNLESS NOTED OTHERWISE E012 DEMO REFLECTED CEILING PLAN-GYM LEVEL 4c 7 — --, F '' `-"' '�' GENERAL NOTES AND VFD VARIABLE FREQUENCY DRIVE "r_ ,' . „s,1.• " ffalr `. .. ',. ti 13REFlKLINE W/ WITH E101 FIRST FLOOR PLAN-MAIN LEVEL .;�, Ems: .,. 441 A'' .,'l - 'I E201 REFLECTED CEILING PLAN-MAIN LEVEL N SHEET INDEX WC WATER CLOSET, WINDOW COVERING E202 REFLECTED CEILING PLAN-GYM LEVEL NORTH ARROW WB WOOD BASE FP001 SYMBOLS, LEGENDS &ABBREVIATIONS-FIRE PROTECTION N WD WOOD FP201 FIRST FLOOR PLAN-MAIN LEVEL-FIRE PROTECTION Scale13 As indicated hWG WATER GAUGE TRUE NORTH WH WATER HEATER WM WALK-OFF MAT Date 2018/03/15 Sheet No. GOOl BUILDING I BUILDING II r ----- ----- - -- --- --- -..__._..__ _ --..__..� r BUILDING I BUILDING II - r r deca Women's Women"s architecture . inc , 114 _ Restroom , Restroom 435 SE Alder Street Portland Oregon 97214 all all tel 503 239 1987 fax 503 239 6558 deca-inc.com /� /� v n s Restroom n's Restroom � 1- ! I Rr- __ F.] TT11 • Storage Lobby I - ,� G��ll �Cr .Illlech / 1 l 29 9 �, y Custodiali . '� DAVID T. HYMAN C� Kitchen Storage Elect ,, -cr.�a S - : G"• AI S it mil I � PORTLAND, I GON r' UP Storage �� i"•----],= iA Gym - r • Storage Gym -!.-. :•, -,-, ,,',- e + +L_ • ClassroomL) TIGARD–TUALATIN SCHOOL DISTRICT • Office F----- 1 `— , ,d , .'`• a ,•e - - + ,e P e:. Stage . = Cafeteria 8' e • = d a — . TEMPLETON ELEMENTARY SEISMIC UPGRADE d e ,._ . . • 9500 SW Murdock St. - a - - Classroom ' e u Tigard, OR 97224 •A` 4•' • e 4- 4 + FNM L9 — d - _ tr. -° d i y"- v' _ 4, _ —1 , low. iuiunnni ne • . Stair;,. — • _p_ A 11 Stair:;;,4','•• / V` 2 ,,_ -`_ k,,a • = .- ;"d: °' . 'd - UP 7 if ,` + r .'d' `-lil�.. Storage Lobby - ��1 �'I i I /4, Lobby UP I ► , NNIIIIII - - illl � I '� / „ / ��♦♦ NL \ II 3 FIRE LIFE SAFETY PLAN GYM LEVEL �� \�� 0\ \ I O 1 �� /`, �� SII 1116 1 -0 \\\ \ 1L:i ,,\). ltd‘ /SI /4 MP 1.11 / bb- \ / .4 0\ \ \% \ N , ‘ s,, 4,. . do‘f \ X / . \i .\•01:''' -14k ........P"-NNN \ \ Ab.-\ N/\\, // ' ;‘-' __�I / / LIFE SAFETY PLAN LEGEND \ �I\ , I \\\ \\ AREA OF NO WORK II •� EMERGENCY EGRESS LIGHTING- MIN. OF 1 FC AT I� : �i �3i 'FLOOR LEVEL FOR MIN. DURATION OF 90 MINUTES. I ► �� ♦ ILLLUMINATED PATH MIN. 36"WIDE. BACKUP POWER lL II ��+ •• REQUIRED. i, .�, —. . . 1 HR RATED FIRE BARRIER r .- 1 HR RATED FIRE PARTITION (GREY) —.•' 2 HR RATED FIRE BARRIER -----— PATH OF TRAVEL DISTANCE FIRE LIFE SAFETY PLAN MAIN LEVEL ❑FES FIRE EXTINGUISHER CABINET ® 1/16" = 1'-0" 'A EXIT SIGN PLANNING & ZONING BIDDER DESIGN 1 DEFERRED SUBMITTAL BUILDING CODE REQUIREMENTS BUILDING CODE REQUIREMENTS CON'T Project Address: 9500 SW Murdock St. 1. SUBMIT DESIGN FOR ALL BIDDER DESIGNED SYSTEMS TO ARCHITECT FOR APPROVAL PRIOR TO Applicable Codes: 1006 Means of Egress Illumination Tigard, Oregon 97224 FABRICATION, ORDERING OR INSTALLATION. SUBMIT SHOP DRAWINGS, PRODUCT DATA, 2014 Oregon Structural Specialty Code (2012 IBC wlamendments) Means of egress to be illuminated to 1 footcandle at walking surface at all timesthe building is occupied. A maximum SPECIFICATIONS, AND ANY OTHER MATERIAL NECESSARY TO DESCRIBE THE WORK. 2014 Oregon EnergyEfficiencySpecialty Code(2009 IEEC) Issue Revision Date g p Y to minimum uniformity ratio of 40 to 1 shall not be exceeded, Backup power for emergency lighting shall be provided Property/Tax ID: 2S111ACO2901 2014 Oregon Fire Code(2012 IFC) fora minimum of 90 minutes. 100%CD Set 03/22/2018 Tax Account No: R500345 2. BIDDER DESIGN TO SUBMIT ANY REQUIRED MATERIALS TO CITY OF WOODBURN AND OBTAIN 2014 Oregon Mechanical Specialty Code(2012 IMC wlamendments) Map No.: 2S 1 11AC SEPARATE PERMITS REQUIRED FOR BIDDER DESIGNED WORK ALL BIDDER DESIGNED WORK TO 2014 Oregon Electrical Specialty Code (2014 NFPA 70 NEC wlamendments) COMPLY WITH ALL APPLICABLE CODE AND REGULATIONS. 2014 Oregon Plumbing Specialty Code (2009 UPC w/amendments) Zoning: R-4.5 Low-Density Residential Overlay: Planned Development Overlay 3. ANY DEFERRED SUBMITTALS REQUIRED BY THE CITY OF TIGARD TO BE SUBMITTED BY BIDDER Occupancies: Existing: E (Admin + Library+ Classrooms), A-3 (Cafeteria + Gymnasium), S-1 (Storage) Jurisdiction: City of Tigard DESIGNER. No Change in Occupancy Lot Area: 549,727.2 sf(12.62 acres) 4. BIDDER DESIGNER TO PROVIDE ANY ENGINEERING REQUIRED BY THE CITY OF TIGARD RELATED Construction Tvoe: Building I (E) Bldg Coverage: TO BIDDER DESIGNED WORK. Type: VB (sprinklered at stage only) Proposed New Area: BIDDER DESIGNED SYSTEMS/ ITEMS: Building II (E) Bldg Height: Type: VB (sprinklered) Proposed New Height: 1. MODIFICATIONS TO EXISTING FIRE SPRINKLERS Building Area: Setbacks: Front: 20ft Side 1 Rear: 5/15ft 503 Allowable Height and Area No change in building area or height proposed. ZONING & BUILDING CODE SUMMARY AND LIFE SAFETY PLAN Scale 1/16" = 1'-Oi' Date 2018/03/15 Sheet No. G002 ----_,---:___ ,- - ..... deca architecture . inc 935 SE Alder Street: Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com (1) 0 0 CI) T T T 0 T 0 T 1 I I I Y 2919 ,e DAVID T. HYMAN I I I r fa.- --ivii ,4?-11 • , j . . I . i 1 '.....:•: ;.;::,',7,` 1 "CP PORTLAND, ti GUN ct ..-II''I-:,z:',:- v`..-",:'::•:'...'"';'-',',.`,..... ::',1*-:;--,;_', ,..,,,i 1 pr-!_,,, ,..,- ,... ,,-..,-.?: -,womENa:-:-= ...,:-::, ':',..-:-. -, - I I I I 1 I ACCESS - HATCH c-',..''', •, i, , .I.: '.: .'-'..--'.-- ":::'•:- GIRDER TRUSS I I ,•:,‘: , •_•-•,':- ---.7-..'=:' ,-•-' -'•-••-•-),,- -2 r•:-; :-,• ,:•',- -'-:•'••-•-'[..,I I I I I I I ,_,...-,:-:-, ,_ ..,...‘„ ,:,.s.,.„_.,,,,,,,,:,„:,-_,•;:_•• ,,,•„:,,',-;,;_?;:_,„.,-;;:,';'''..-,- ,--,•HA-k• -',.:,;:-;.,=,. , ',,,,,- , -.•‘-..:',,,, ,, ,,-„.,•.:,.:.,.?,:,„ „• ., , ., „„ ., ,., . .. . ---,,, , .. ,.., BAR JOIST TIGARD-TUALATIN SCHOOL DISTRICT WD PURLIN W/CUSTOM -•,-,.%:.:•'::-.E,:-..,";-,2' '',!..- '',•:': -;71,--1','-`•:'-,..-'''.=:'`''':.';'."•:-",....;;','..:-.1 I DEMO GYP PLASTER VALANCE LUMINAIRE ••• ''-:-.:.: "•,_ :::,,,, :.•,;:::,...,:‘..tilmens,F03::-.0:99rik------p. -7 1 TEMPLETON ELEMENTARY SEISMIC UPGRADE CEILING,TYP EXPOSED WD DECK —NIN\ I -: '--;.,7,--_- =••": '„-',_- -`-‘,I---, ,.-, 1-,,•,..••••:-: -,. -,-'---•-•`:-.....,'"'',' I I I I I l', ,-,,,,,,‘.,-• ,',..-.,c,-,•-e:••-::-,,-:,,- ‘,-„;-. -,- •-,•,,,z::•,:-•,-:-,..,4.` ' -.'_'‘,:irj, .; '-...;.,,-,'-':.%..t"-',-'...,,'-,.`,-.,'..:.-., :;",,;-42'',-f,':':f::,.._4',':-^,..,,v7:-.,,4 I ___. _ . _ r-i _............ 1 9500 SW Murdock St. _, Tigard, OR 97224 I-- 7 _1- ' .,., . „.• • 7 1• -E. _ J.. 0 } I . ,-„,„-,„'• -y ,„ „-„',.',1,-,.'-. 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N.p..AX AIR CAVITY EX s BALLS BE FRAIVI,�CH G ITESUCH AS BD AROUNDEx1sTtNG CMu ANICAL ACLALL EQUIP CTS, pI pING T NOT L11WlTED T MENT, AND cCNDU17 ELECTRICAL a FIRS -.„ __ 3• EXISTING ITE 11� F'�'OOR P MARKERS4AR S SUCH As BUT - 1 ARE T NOT LINIITED TO Seale WALLO B� REN►CVEDCK$CARDS, ANp AND REINSTALLS pNTERs Date 7/8►► ��`0,, NEW 2018/03/15 Sheet No. Ai 0 1 ---;.-4;1 .---74'.7-----, ------70,7177: deca architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 dace-inc.com 2919 �� I DAVID T. HYMAN • 27'-1" -cP PORTLAND, 1'1 GON 17aF 6� I TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE AT�i <. ° — 9500 SW Murdock St. Tigard, OR 97224 z • I:': ' :. ter- ,-T"T't-T� I O - mill d mill e -'' I : : : ; : : , .i i —_ •.. .4 , . , - ' '- i„ „ „ ., 11 i. - Classroom x x O 411100 x i ti 01 NEW LOUVER - Z , A 4 p SILL PAN NNN - CO x �� I� / NEW 16GA 'III FRAME ��:� .'�i, �. /\ SEALANT ----�i REMOVE&REINSTALL(E) _ .• ��`�. DOOR-REPLACE Q f ..;r INTERIOR EXTERIOR �� ' ;. HARDWARE AS `ry- `-- ' %,"` \ NEW MTL STUD WALL W/GYP SCHEDULED NEW IDOOR FRAME - -'. & LOUVER FRAME Classroom BD & RUBBER BASE-TEXTURE & ° . ° ,4,� (E)CONC STEM PAINT TO MATCH EXIST'G,TYP + •`� WALL ' — — — — (E)EXPOSED /(----3 AGGREGATE CONCRETE - •a_ •:•,•::-- _ "r -, A10 2( ` /^7 LOUVER SILL WALL-AGGREGATE ''..1.::•.---.1,1';'!,-,''-:;::'-:,-_,- ,_ :-:'-'-',-Y.4:- .-`: ` - _ - _-- .` ' . 3.-h �� ../ 1 1/2 – 1 -Ot .- ABATEMENT BY OTHERS / \ ,`. / \\ �1 I I REMOVE(E) LOUVER INTERIOR (E)CONC WALL - - - ' `\ .} iiiii / JI ' NEW LOUVER ` i i i i '= •-`-;i: / - r-;.-A102) ;. GRADE '_. _, — - ' 4 NEW LOUVER ' A102) DEMO(E)_;.1 SEALANT EXTERIOR NEW 16GA MTL CONCRETE WALL FRAME-GROUT SOLID BETWEEN DOOR Issue Revision Date & LOUVER N 100%CD Set 03/22/2018 Partial North Elevation LOUVER JAMB 8 HEAD FLOOR PLAN-Gym LevelEl) 1/4" = 11-0" WALL TYPE FLOOR PLAN NOTES DOOR HARDWARE SCHEDULE PAINTED 1. ALL ITEMS EXISTING U.N.O.. QTY DESCRIPTION CATALOG NUMBER FINISH MFR I I WLAYER LIE TYPE GYP BD W lITH RESILIENT BASE H 2. NEW WALLS TO BE FRAMED AROUND ALL 3 EA HINGE 5681 4.5x 4.5 NRP 652 IVE - I METAL STUD FRAMING EXISTING ITEMS SUCH AS BUT NOT LIMITED TO 1 EA STOREROOM LOCK ND8OPD RHO 626 SCH REFER STRUCTURAL 1 EA WALL STOP WS406/407CCV 630 IVE MECHANICAL DUCTS, PIPING, ELECTRICAL BASEMENT FLOOR 3 EA SILENCER SR64 GRY IVE 1"MAX AIR CAVITY EQUIPMENT, AND CONDUIT. PLAN ` EXISTING CMU WALL 3. EXISTING ITEMS SUCH AS BUT NOT LIMITED TO MARKERBOARDS, TACKBOARDS, AND COUNTERS Scale As indicated ARE TO BE REMOVED AND REINSTALLED ON NEW WALL. Date 2018/03/15 Sheet No. Al 02 i d deca architecture . ins 935 SE Alder Street : Portland Oregon 97214 1 2 3 5 © 7 ® 09 10 11 tel 503 239 1987 fax 503 239 6558 deca•inc.com SEE SHEET NOTE 2 I I I I '`I �' I �%' D AypCr � 2919 �, A102 ` 4 w �` DAVID T. HYMAN . I I 2 I ACCESS HATCH [1=,;:-'•' _ -"V.)-1� I ,_ :,•r-i \-,`,_':•,'-';;--,1;:-:-„'_•',•-..,,,..•,_,%.,. ` " Y.�t/,'_`-: 7:-, :".,..:•-':',',=::•; ',..,-/,''..:.,,y��y. r ' -(1)- _ _ — _.: _ a �n •, PORTLAND, 111 CON © ',';'- :'->-,. .,-7.-:.'s. F 16 . z �* -XN - .` .'`; .5 ` NEW{9) BENT PLATE tu GIRDER TRUSS, TYP OF(2) �• 1 ,. ,.y',."',,n -. I LEDGERS THIS z - `', ,,\ . }r -� �, I,,Y .�. X,: Y WALL, PER STRUCT I NEW MTL STUD WALL W/ NEW ACOUSTIC WD PURLIN W/CUSTOM v- • =� :-- - b LINEAR LUMINAIRE SUSPENDED CEILING ' =l = =. ;; _ TIGARD-TUALATIN SCHOOL EXPOSED ROOF GYP BD & RUBBER BASE- VALANCE LUMINAIRE / ATTACHED TO FRAMING & TEXTURE & PAINT TO ACT-1 •,-,,,,-,,;-,,>;•,z,. ReSoo BRAGS (E) HVAC — BOTTOM SIDE OF DISTRICT INSULATION MATCH EXIST'G I EXPOSED WD DECKt ,y }„_,-r,:} DB Ru PER STRUGT, I BAR JOIST r �, r F % TEMPLE=TON ELEMENTARY SEISMIC UPGRADE q _ T _.. - • a 0_•• — - - - - C a v a . j - e3 i \I:4- �__ _— . y • •'i , i •J �_� s�' Storage ' 950Q SW Murdock St. • �,; • o ;-,:',',,-;..;,...-„-'••••_ • '_= _ ra: • ,,l,t_). -'. - Tigard, OR 97224 1 - �- --•I I — — EXTENT OF ROOF I r' I �-- —�[ 1 / _ IP/ s, =i. OVERHANG z= ` - ABOVE , l• CuSbodial -- r ;;' i - PATCH & REPAIR �'. ` , {' ,S` eT • }: EILIN WI YP C G G BD` a _ :�' r� • ` EXPOSED MTL DECK I TEXTURE & PAINT � •.:',••-,,,,',.--„:::,:"..2-,•.-,:':1',, - _ - - - - - - - _ _ , I ' I I 1` y �.t--•, `� -- ---- — B TO MATCH EXIST'G ' , _ , I — — — ' "a NEW HSS PT TYP I • fr -.4y•-.7--,' I a PATCH & REPAIR �, — • • I -CEILING WIGYP BD-_ � — — — a ; i-, TEXTURE & PAINT TO •ry' I r2_ -"-‘•'-',-;"'-:..T, 5 i 1 MATCH EXIST'G - - - ,rf• YyI J NEW LUMINAIRES `i Gym THROUGHOUT P - - - - TY E .;Y - • �� _ _ _ I TBD - tt� - - - - I �I -I II ` r� _ _ _ T :5 GE TRACK AND. Vin` ;r y RT IN YPI •:: .,-,,,-:;--,.-1..;-,,,-:::,-:,'-,,, ,'C U A T CAL' _ ` INCLUDES FRONT ,,..:,,,,:1::::::::,._,:._. • - �� REN:ORCE E MTL - - G ri� - - - - - - - - - REINF R E E T - - - • ''r - •ai .,ti• CURTAINS VALANCES 'y. ,. LED EIS F LLL N . G U E GTH LEDGER FULL LENGTH I . - _ :SIDE CURTAINS AND F_ ^ .--'-:---%-''':.-1'-''.y: OF WALL, PER STRUGT OF WALL, PER STRUCT L , - ,+. .. I F-I Ft iI I BACKCURTAINS) �1 I i I NEW WD SLAT I _r'` �_•�; - L �._..__._-.. ..._. - �' J ,••••!,-;:-,-"_:"1.'-,.:":;.-:',_,-,•.-:;_.•,:,_:-.;;;•;-.-• -f,Vt • °-NEW ACOUSTIC -'t'-_ • • CEILING W/BLACK = _ — Q •;-,"•-•:)"-"'-'''q-. • SUSPENDED CEILING X :a IP- • —_—_ DUCT LINER y I — F-) , fr/ , i. ;-'ACT-2' z. fie. C} LL LLl °1 , . LU 0 _ 0 `L I-- ,_ ! BAR JOIST 6 0 OC z - + I I I BRACE E HVAC M Z = _ s T a. •.iii I I I. • --•'',-C*_ F _ ( } I I F 3.. :•.2. .,;-•`•:, PROJECTOR TO DUC” PER STRUCT, w z .�� TYP w w o O ;` :A2• :_ RIDGE REMAIN 1 I — C � ��r, s f 0 Q J o , _:, --- _ i 11I11 � 111� ! J N w at-=` r _ ` ,i _ '`I 1� — INSTALL NEW RATED LL _, _ ,._ : ; r ATTACHMENTS TO I I I J''.,,L',-:'7:','>,'-;•- ;a- I• I tY I I ': • • BEAMS TO SUPPORT p w e r— �.I — I - _ .= r, _ • �• + '� I 1 1 ==ALL EXISTING STAGE=1 7 cLU 0, a :` :�:_ r,;, '�" •,`a :M ; ,,;„ t; R A202/ I CURTAIN TRACKS AT - i 1 — — ___14._________ I a, t ':-,',:1-',.%-:;:i-:; '-1'.1'. , STAGE I 1 t..; N r SID ALTERNATE#3' ., D — — r- — — _ ` ; — — — REMOVE ALL EXISTING a • , . — a a 1-• --- a ' • EW HSS PT, TYP • 1 iI STAGE CURTAINS AND /*I `4 - Y' - •T - f -L ,. rYa (- •i- y ,4 i r I _ _ _ _ _ - te - TRACKS AND INSTALL /// q ` ' \ yy t 1 I /% I • - rl }r / •_ NEW THEATER BRAC 4--%-'.c•-' ;• - - - 44p1• E E HVAC - I I • CURTAINS AND I U PER STRUCT NEW 112 GYP BD �-►►c-: �J a '� .-;'--ill!;:-`:,• � J '9, - - - - - --TRACKSAT TA •'�' _ ,•,ry,'. _ _ TYP CEILING :AZOZ �• G - • �y` OUG OU c -'�� !Y. - Y"4� I AF 'a �a •aer a - 111111P** A 1111414411t11 IP • CAFETERIA �.••in - - ry� - • _ � 41. _ -.. i';',;;-'-,7',F, h NEW 9 BEN P _,>r ;'. � >-r_ ,. T LATE - -tip - ( ) 14IP - I F _ • _ LEDGERS THIS _ _ �' - �� EXPOSED WOOD DEC THR J T' I r�r' 'y' - _ - -,.:_-.,,,,.-,:,:..._,,,,:..."._,,z,-,,_„:-„,,-.,,,,,_.,..„, •,_ ,_ WALL PER STRUCT I • ♦ 11* I 444. - - - 'ice -,,,,, — f _ � M W P R WOOD U LIN W/CUSTOMIllp* *440,4111010041010�° W CELUMINAIRE NEW HVA A ETTE T - - - - - _ Ilp _irmiT LAN C CASSETTE, TYP • I�- - - 4110A I I I' I I is l �j I I SAND & SEAL ALL EXPOSED REINSTALL STAGE I I NEW HSS PT, TYP FACES OF ALL GLULAM BEAMS AT LIGHTING PATCH & REPAIR CEILING CAFETERIA AND STAGE, TYP W/GYP BD TEXTURE & PAINT I NEW MTL PLATE CONNECTOR TO MATCH EXIST'G SAND TO THE EXTENT THAT THE I I r I I I I DARK WOOD STAIN IS REMOVED @ 32" OC FULL LENGTH OF WALL AND THE NATURAL WOOD IS Issue Revision Date EXPOSED 100%CD Set 03/2212018 N REFLECTED CEILING PLAN-Main Leel - (F 1/8" = 1'-0" CEILING PLAN NOTES CEILING PLAN LEGEND • 1, ALL ITEMS EXISTING U.N.O.. CEILING LUMINAIRE: SURFACE 2. SEE STRUCTURAL FOR REINFORCING ROOF rr CEILING LUMINAIRE: RECESSED FRAMING @ HALL, WOMEN & MEN RESTROOMS. RECESSED HVAC WORK OCCURS ABOVE CEILING. ACCESS IS AVAILABLE VIA (E) CEILING ACCESS HATCH. 3, PAINT ENTIRE NEW AND EXISTING CEILING REFLECTED CEILING SURFACES IN ALL ROOMS SHOWN TO PATCH AND REPAIR CEILINGS. PLAN 4. PAINT ALL EXPOSED NEW STEEL AND METAL Scale /$" = I_0" SEISMIC BRACING. Date 2018/03/15 Sheet No. A201 POWER DRIVEN SHOT-IN- d ANCHORS USED FOR SEISMIC APPLICATION SHALL REQUIRE SPECIAL d e c a INSPECTION OR.INTERP 10-01 COMPRESSION STRUTS:STEEL SECTION WITH LIR RATIO STANDARD BRACING FRAME NOTES: a ' c h t e c t u r e . 1 I1 C OF 200 MAXIMUM.COMPRESSION STRUT SHALL NOT DETAIL FOR SUSPENDED CEILINGS 1. PROVIDE 2"MIN HORIZ.FLANGE AT PERIMETER CLOSURE ANGLES. REPLACE HANGER WIRE SEE OTHER DETAILS PLACE AT 935 51= Alder Street ' Portland C7regan 97214 8'0"O.C. MAX. PRE-ENGINEERED RIGID STRUT 2.ATTACH GRID TO TWO ADJACENT WALLS tel 503 239 1987 ia�r 543 239 6 558 data-inc.com } AT SPLAY WIRE LOCATIONS 3.SPLAY WIRE CONNECTIONS TO SUPPORT 200 LBS NOTES: 12 GA. BRACING POSITIVELY ATTATCHED TO SUSPENSION 4.HEAVY DUTY(HD)T-BAR SYSTEM SHALL BE USED. SEE OTHER DETAILS FOR CONNECTIONS OF J WIRE WIMIN.4 TIGHT SYSTEM AND STRUCTURE ABOVE. BRACING&HANGER WIRES TO r TURNS IN 1 112'.BOTH THE STRUCTURE ABOVE. ENDS OF WIRES- rr ryry�� MAIN RUNNERS .%tp A� SPLAY WIRE CONNECTION TO '�� TYPICAL CROSS RUNNERS °�� 4 f /45°MAX �� LINE OF WALL 2919 SUPPORT MIN.200 PGUNDS. `!� �� 12 GA.SPLAY WIRES @ 12' `kDAVID T. NY�lAN C O,C. !N THE PLANE OF EA. C� �� I SEISMIC BRACING, SEE RUNNER ,�� _ M. �� Iiiiiii , 45°M \ ENLARGEMENT W /a 'V&. 1 ' t��PORTLAND, OREGON 45°MAX �� (TMP.) / MIN OF 4 TIGHT TURN IIIIW AI s �7 .6')10.......444". (TYP.) �Iiiiiiii -. WITHIN 1 112",TYP. q111..IWC.- IIIli r� ° ' �� 4, 2 MAX�� y � 45°MAX. 1' ri --, "...,,,. ii. --)P r H / —�� *9 12 GA.VERTICAL WIRES MAIN RUNNER CROSS RUNNER ` 4'O.C. @ I TIGARD-TUALATIN SCHOOL • CROSS FURRING �� 12 GA.VERTICAL HANGER EXTENT OF ROOF DISTRICT WIRE @ 4'-0' EA.WAY W! • OVERHANG TEMPLETON ELEMENTARY SEISMIC UPGRADE 2"(MAX)FROM BRACING . MIN.3 TIGHT TURNS IN 1 MAIN RUNNER WIRES TO CROSS RUNNERS 112f1 BOTH ENDS OF WIRE f AND VERTICAL STRUT CEILING GRID SEISMIC BRACING DETAIL CEILING GRID BRACING LAYOUT PLAN rq� _ _ i __ 9500 SW Murdock St. I5 SUSPENDED CEILING STRUCTURE - SUSPENDED CEILING FRAME BRACING ° n Tigard, OR 97224 C 1 1/2" = 1'-0" 3" = 1'-0" d .. '4 ---- 2x8 JOISTS W/BATT INSULATION _ ROOF SHEATHING . BUILT-UP ROOFING Ilk . PM ilkii-- ---44-46- —1,0, 0 ,_ 440 r :';:i; 111 --._;, i+R.r,,. ,..1- 'R - - _ - _;-- 'cr:, ftr 1 _ s SAND & SEAL GLB `-;';. L,_ _ ;.• :',>_ 1 ,;,:-G:• _, NEW ACOUSTICAtieDyaw ,� 'Y- - -,r - s 11- 1 SUSPENDED CEILING Y Y Y Y Y ill , '_=S ROOF SHEATHING '. y"' I. Y•t -}�i�{ CSUSPENDED CELING @ GLB '" _ r' 1 ; ;: NEW LUMINAIRES 1 112" = 1'-0" BUILT-UP ROOFING `' " t''1 2x8 JOISTS W/BATT -' , - 't_'- _;, -. THROUGHOUT INSULATION 2x8 JOISTS W/BATT -""""� // INSULATION -0 :a GYP SOFFIT ' :~ ` "_ _ :I: ROOF SHEATHING - REMOVE &REINSTALL(E) GYP EXPOSED CONDUITS @CEILING. _ ?: �- _ - - - --_—_-_�- REMOVE & REINSTALL _ ' __:'" '': -'"� S-� REIINFORCE (E) STAGE CONCEAL CONDUITS W/NEW PLASTER �"= n Y FLR FRAMING PER BUILT-UP ROOFING r CEILINGS, SEE ELECT (E) EXPOSED CONDUITS .�," _ _ @CEILING. CONCEAL CEILING _ _ :;y'` __ __- • / CONDUITS W/NEW "','. ..-:::,::•:_,,::,:,:':::,.- . =' - STRUCT ROOF SHEATHING = D �. 'S ': 2x8 JOISTS W/BATT _ _- �� c CEILINGS, SEE ELECTr •A BUILT-UP ROOFING INSULATION / - :`- < "-; < _f :-;, ;{: ' ;; ., PATCH & REPAIR r r� CEILING VV/GYP BD- J //moi�� _ , - Vii ,.h�.r',!'ti- _J 41 \ •, // � •_;•:� •";• TEXTURE & PAINT TO Tii 112"GYP CEILING l MATCH $ 4 EX1ST'G * IN !.- A� � NEW BLOCKING AS REQ JIRED '/��/�� " =` _ ' -" �f�~�� r�� FOR GY:CEILING ATTACHMENT � } i•`,="'��` '•-°' .- Y" _- om:- _ -_��S� � �� 112" �- 1" NEW BLACKDUCTLINER • T,�� m -�� F-MOLD Iz----- _ (ACCOUSTIC INSULATION))( cfl NEW BLACK DUCTLIN �� NEW WOOD SLAT CEILING z - (ACCOUSTIC INSULATION) GO i '..-/-,,, =.4t i NEW WOOD SLAT CEILING i NEW 112" GYP CEILING SAND & SEAL ALL EXPOSED FACES OF (E) GLB. SAND iNEW BLOCKING AS REQUIRED % SO THAT NATURAL WD FOR GYP CEILING ATTACHMENT i �� FINISH 15 EXPOSED Issue Revision Date s NEW 112" GYP CEILING 100%CD Set 0312212018 I (E) GLB N NEW BLOCKING 1 WOOD & GYP CEILING TRANSITION CAFETERIA CEILING @ GLB FLOOR PLAN-Gym Leel ` .' AS REQUIRED FOR 1 112" = 1'-0" 1 112" = 1,-0" 1IT' 1/8" = 1'-0" < GYP CEILING ATTACHMENT - a, • 4 ' A• I. -- ----- --------------------------- a - + CEILING PLAN NOTES CEILING PLAN LEGEND 1. ALL ITEMS EXISTING U.N.O.. CEILING LUMINAIRE: SURFACE 2. SEE STRUCTURAL FOR REINFORCING ROOF L i CEILING LUMINAIRE: RECESSED FRAMING @ HALL, WOMEN & MEN RESTROOMS. RECESSED HVAC WORK OCCURS ABOVE CEILING. ACCESS IS X WALL TO ROOF TRANSITION AVAILABLE VIA (E) CEILING ACCESS HATCH. 1 112" = l'-0" 3. PAINT ENTIRE NEW AND EXISTING CEILING REFLECTED CEILING SURFACES IN ALL ROOMS SHOWN TO PATCH AND REPAIR CEILINGS. PLAN 4. PAINT ALL EXPOSED NEW STEEL AND METAL Scale As indicated SEISMIC BRACING. Date 2018/03/15 Sheet No. A202 d deca architecture . inc 935 SE Alder Street Portland Oregon 97234 tel 503 239 1987 fax 503 239 5558 deca-inc.com 2919 ,/,, , '� DAVID T. I JMAN -c P PORTLAND, GON OF TIGARD-TUALATI N SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE Aar 9500 SW Murdock St. Tigard, OR 97224 . AOAPIPIP's p . "'-i• ' I e3 r N� r1 • --...,.,fix- ... r _pp AL3 Kind _ .. .'• '""' I sporwsble pp-� .' -,-. ,- `!"---1,4* ' _ mai' ....:...:.... �- -. - !'a l Fes' . A te - , a.': �... a _ .. '', ife s , ,, _ if-11 Wit=pe x.14 r.Sw'4, ~. i� F t a ...: +� IRIS � ` -riy. - iii x _ .. .�L. .... . mil .. lig - - "�� it - :.:_e;;, '.-._ _' -x :5. s .1..---..,..4,--. 5k.,. ---- - MagOift�"� _ —.. '-- � -- ._ .rte �. ... _ -- x- .--._. eel„ _ -td 3 v .,:,.... "(.� F i =Y# .:',`;',:,c,..--/-.:- .i- ,.rte. I � s "s--...- * i - . massa_w �Z, w .ge •�,�`�.... `�+.-,,�a 't1.1.:1-_-,. ..q;,', y- _- _ .,. _.. ' - . .... -,ni 1� .. - -` lie ,4, 474 h is .: _ PERSPECTIVE LOOKING NORTH PERSPECTIVE LOOKING NORTH 411111111 0 , -' .d .y y iii.+• — g ` : f a '.s: ,.:rr ten, .. - s::e � � Issue Revision Date 1000/ CD Set 03f2212D18 _ .. r-^ • Y Iv . e ' ,: �t y 1 \ .4.: . .,-.- 1_sis\ , 3, 1 1,-*-. 10.1.1111111111. L , .. _..._..._. ....:- .,., PERSPECTIVE LOOKING EAST PERSPECTIVE LOOKING SOUTH CAFETERIA IMAGES - FOR INFORMATION ONLY C a 1/211-0" CAFETERIA IMAGES Scale 1 112" = 1'-0" Date 2018103/15 Sheet No. A203 I.GENERAL V. POST-INSTALLED CONCRETE AND MASONRY ANCHORS STRUCTURAL DRAWING INDEX - --------T----= d - 7_,.. 27-1-; STATEMENT OF SPECIAL INSPECTIONS- 1705 TABLE 2I REQUIRED STRUCTURAL SPECIAL INSPECTIONS 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING INSPECTION d e C a SPECIAL INSPECTION. SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS 2. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION MEETING REFERENCE REFERENCE Continuous I Periodic architecture . i n c WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. STEEL 935 SE Alder Street : Portland Oregon 97214 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: tel 503 239 1987 fax 503 239 6558 deca•inc.com A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, REFER TO INSPECTION OF PROVIDED BY LOCAL JURISDICTION. FABRICATION OF STRUCTURAL FABRICATOR REQUIREMENTS B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND ELEMENTS 1704.2.5.2 AISC 360 N2 X SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR APPROVAL BASED ON a a a a a a a CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. NATIONALLY RECOGNIZED C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ACCREDITING AUTHORITY ARCHITECT, ENGINEER, CONTRACTOR AND(OTHER DESIGNATED PARTIES), IN A TIMELY MANNER,AS ESTABLISHED AT DEAN AISC 360 A3.3 THE PRE-CONSTRUCTION MEETING. AISC 360 N 3.2 CONSULTING AND D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL ASTM STANDARDS STRUCTURAL ENGINEERS INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND MATERIAL VERIFICATION OF HIGH- SPECIFIED IN MANUFACTURER'S SINCE 1919 SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. STRENGTH BOLTS, NUTS,ANDX 1022 SW SALMON STREET,SUITE 300 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: WASHERS CONSTRUCTION CERTIFIED TEST REPORTS PORTLAND,OREGON 97205 A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH DOCUMENTS Tel:(503)274-1843 Fax (503)2735696 INSPECTION. RCSC 2.1 B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED RCSCFzUCTV AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. SNUG-TIGHT HIGH STRENGTH BOLT 1705.2.1.1 SPECIFICATION X ALL CONNECTIONS G�� ‘ C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. INSTALLATION FOR STRUCTURAL INSPECTED AND VERIFIED �St �D PROFis0 D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. JOINTS USING SNUG Fl 5. DEFINITIONS: ASTM A325 OR 15,386 A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK A490 BOLTS REQUIRING SPECIAL INSPECTION. SECTION 9 ,� B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM . OREGON THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND AISC 360, SECTION 00 q'1)- 30 ' 'k. P. , SPECIFICATIONS. M2.5 vi/A10 T. ° STRUCTURAL OBSERVATION ASTM A6 1. THE OWNER HAS EMPLOYED THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL • ASTM STANDARDS I EXPIRATION DATE: 12/31/19 I OBSERVATION AS DEFINED IN SECTION 220.OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S SPECIFIED IN REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. DEFICIENCIES WHICH,TO THE BEST MATERIAL VERIFICATION OF 1705.2.1 CONSTRUCTION I DIGITAL SIGNATURE: 03/15/18 I OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED PER IBC SECTION 1702. STRUCTURAL STEEL 2203.1 DOCUMENTS TABLE MILL TEST REPORT; 2. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR TO: TABLE A. PRIOR TO COVER OF FRAMING. 1705.2 AISC 360 N3.2 AISC 360 A3.1 AISC 360 M5.5 TABLE 2 I FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM TABLE APPLICABLE X MANUFACTURER'S CERTIFIED REQUIRED STRUCTURAL SPECIAL INSPECTIONS STANDARDS SPECIFIED IN THE ASTM MATERIAL APPROVED CONSTRUCTION 1705.2 STANDARDS TEST REPORTS TEMPLETON ELEMENTARY INSPECTION DOCUMENTS SCHOOL - SEISMIC UPGRADES SYSTEM or MATERIAL IBC CODE I CODE or STANDARD FREQUENCY REMARKS AISC 360 N3.2 REFERENCE REFERENCE Continuous I Periodic MATERIAL VERIFICATION OF WELD TABLE AISC 360 A3.5 MANUFACTURER'S FABRICATORS • FILLER METALS 1705.2 APPLICABLE AWS X CERTIFICATE OF COMPLIANCE Owner A5 DOCUMENTS SPECIAL INSPECTION IS COMPLETE AND PARTIAL JOINT TABLE AWS D1.1 ALL WELDS VISUALLY TABLE REQUIRED FOR PENETRATION GROOVE WELDS 1705.2 SECTION 6 X INSPECTED PER AWS D1.1 6.9 9500 SW Murdock St. 1704.2.5 X STRUCTURAL LOAD- Tigard, OR 97224 BEARING MEMBERS AND MULTIPASS FILLET WELDS TABLE AWS D1.1X ALL WELDS VISUALLY ASSEMBLIES FABRICATED 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 ON THE PREMISES OF A FABRICATOR'S SHOP. SINGLE PASS FILLET WELDS GREATER TABLE AWS D1.1 X ALL WELDS VISUALLY THAN 5/16" 1705.2 SECTION 6 INSPECTED PER AWS D1,1 6.9 THE SPECIAL INSPECTOR SHALL VERIFY THAT THE PLUG AND SLOT WELDS TABLE AWS D1.1 X ALL WELDS VISUALLY • FABRICATOR MAINTAINS 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 TABLE DETAILED FABRICATION AND 1704.2.5.1 QUALITY CONTROL SINGLE PASS FILLET WELDS LESS TABLE AWS D1.1 X ALL WELDS VISUALLY PROCEDURES AND SHALL THAN OR EQUAL TO 5/16" 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 REVIEW FOR - COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENT. SPECIAL INSPECTIONS REQUIRED BY SECTION 1705 ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE FABRICATORS PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY TABLE CONTROL MANUALS AND 1704.2.5.2 PERIODIC AUDITING OF FABRICATION PRACTICES BY A NATIONALLY RECOGNIZED ACCREDITING AUTHORITY. AT COMPLETION OF FABRICATION,THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONCRETE SPECIAL INSPECTIONS APPLY Issue Revision Date TO ANCHOR PRODUCT NAME, TYPE,AND DIMENSIONS, HOLE PERMIT SET DIMENSIONS, COMPLIANCE INSPECTION OF POST-INSTALLED 1909.1 ACI 318: 3.8.6, WITH DRILL BIT ANCHORS INSTALLED TABLE 8.1.3,21.1.8 X REQUIREMENTS, CLEANLINESS IN HARDENED CONCRETE 1705.3 OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION,ANCHOR EMBEDMENT,AND TIGHTENING TORQUE SPECIAL INSPECTIONS Scale 12" = 1'-0" Date 02.28.2018 Sheet No. S 1 . 00A d NOTES: 1. 400S250-54, 33 KSI STEEL STUDS @ 16"OC, WITH d ec a HEIGHTS VARYING FROM APPROX 9'-6"TO 13'-6"W/HELIFIX ANCHORS. RELOCATE MECH arch 1 t e c t u r e . 1 n c AND ELEC EQUIP AS REQD. SEE DETAIL 8/ S3.02 935 SE Alder Street - Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deco-inc.com LEGEND [//f/I (E) 8"CMU WALL G9 111 g LrMLr-.]UV DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 0 0 0 4 6 I 8 Q 7- ) 1022 SW SALMON STREET,SUITE 300 0 0 \\ vv+ PORTLAND,OREGON 97205 Tel:(503)2743843 Fax:(503}273-5696 I ,�,�u C T Ufitd, 16'_9" ± 16'-0 112"± I 15'-8"± 16'-3"± I 16'-4"± 27'-1"± 15'-5"± I 2T-9"± GJ `�C�� P�� '1 ,_ i '1 / f t I I or 15,38a I I l I 1 I OREGON F64flk30 NG) + (E)6 1/2" CONC WALL 114A/ T DSP I I I I i I I I I I I I I I (i. 0 I EXPIRATION DATE: 12131/79 4i I I N. BATHROOMS T ! I I I I fI I I DIGITAL SIGNATURE: 03!15/16 I I I 27'-1"± I SEE NOTE 1 I 1 A I c ♦ - - - - - I — I - —1 -- i � � — �� 1 I – �� r � A _ mac_ ET -- - --- I (E) 8"CONC WALL , (E) 8" I (E) 8" CONC WALL (E) 8" CONC ---< 7 1— — I II I TEM PLETON ELEMENTARY SCHOOL - SEI Mi UPGRADES i— (E) 8"CMU CMU WALL 1 I SEE Oi WALL WALL Owner(E)6 1/2" CONC WALL STORAGE N E , 620 II r',/ , (8) BAYS BLKG 9500 SW Murdock St. s I I I ! SEE 6/ S3.02 53.02 II KITCHEN SEE NOTE 1 2 0 OC l I I I Tigard, OR 97224 �,_ t MAX I I - - - I ✓ II im L_ i_ tar -1 r 7 IF I I �� 7 T(E) 8CONCWALL {E) 8"CMU i I I STAIRS ' ' STAIRS o I WALL � STDRAGE#2- 011111...... 0L -HL — — I L — e _ _,_ _ - - - I - - - I , I I I I — �� ; I i l r (E)2X10 J I 53.02/ �_\ I '.--------TYP — — I J AT(E) 12X18 BMD GYMNASIUM IN BLOCKED BAYS I _. __..- --1 (E) 8" CMU (E)9 1/2" `-o, WALL (E) CONC SLAB i '+ CONC WALL I I 'I TOC 257'-0" ±1(E)CONC SLAB I -- Fr)kr I I 0 TOC EL 257'-7"+ N. H 0 - SEE NOTE 1 P: DEMO CEILING FOR I `a_ N - rs a r7 / / / / . / / / . / - H BLKG INSTALLATION � � ` -1/ i - AND REPLACE I `� I1 a -1/ 6 w H S3.02 I CAFETERIA I PLATFORM& MUSIC ROOM r = . 1 33.03 HSIM, TYPI i(E) CONC SLAB I —W. —I TOC EL 264'-0"±1 1 (E) 8"CONC/CMU WALL I SEE NOTE 1 s\_ (E)8" CONC WALL i/ D \I _ ,�_ — —I _ LW D - TYP UNO I f h I 1 _ �S�T42 TY P AT(E) 12X18 BM .. ` , _` Li - r� 44 I IN BLOCKED BAYS i _ 1 I I I I ` +1 I I ( 1 1111 != (8) BAYS BLKG N I c7 I 1 11111 I � ,—I SEE 6/ S3.02 — — — I � r (E) 8"CONC WALL _.tag , E_-.___i_i_. I I I I STAIRS#2 fes_. I m• I I � I I I 0I- - - - - - - - I II I 0 I L __ 1 - - - — — — Issue Revision Date - _ - _I- — — — — \ PERMIT SET 1,L 1,,L. j,\,-- (E}2X10 6 S3.02 NN FOUNDATION 1 FLOOR 1-4 FOUNDATION 1 FLOOR FRAMING PLAN r- BASEMENT FOUNDATION PLAN I ) 1/8 = -0 2 �/8 _ , _o ID FRAMING PLANS Scale As indicated Date 02.28.2018 Sheet No. S2 . 01 d deca NOTES: architecture . inc 1. CEILING MUST BE REMOVED AND REPLACED AS REQD FOR 935 SE Alder Street : Portland Oregon 97214 INSTALLATION INDICATED IN DETAILS. tel 503 239 1987 fax 503 239 6558 deca-inc.com 2. ALL(E)SPRINKLER PIPING SHALL BE BRACED IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. Id> aogaaaaa DEAN KEYNOTES CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 > (E)24X18 MECH DUCT BELOW ROOF TRUSSES, 1022 SW SALMON STREET,SUITE 300 PROVIDE BRACING PER 21 S3.03 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fax (503)273-5696 ,c03C TUR, 0 0 0 C4) 156 1---- 8.Y 1 C 411111 • OF40, c, OP" r I 205'^11"± OREGON 1:, 16'_9„± 16`-0112"± 15'-8"± 16'-3"± 16'-4"± .01, 2T- "± 15'-5"± i41 27'-9"± Y( 27'-0" ± 27-8"± // �1)- 30, '‘c 4 SP-i' / �N T. 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AFF ABOVE FINISHED FLOOR IN INCH(ES) LPR LPR LOW PRESSURE RETURN SIZE CFM FLOW DIRECTION ICFM L- 6"ABOVE FLOOR AHP APPARATUS HOUSING PLENUM INSUL INSULATION TYPE (NONE SHOWN TYPE F - FLOOR d e c a ALT ALTERNATIVE ISOL ISOLAT(OR)(ION) MPS MPS MEDIUM PRESSURE STEAM IF 4-WAY) �+�+ AL ALUMINUM KW KILOWATT MPR MPR MEDIUM PRESSURE RETURN c . CEISLO - CEO LIN M ISC. 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HOT WATER SUPPLY FIRE/SMOKEi DP DEW POINT OC ON CENTER DISTANCE FIRE VOLUME STRAINER W/ BLOWDOWN HTWR HTWR HIGH TEMP. HOT WATER RETURN 9500 SW Murdock St. DWDI DOUBLE WIDTH DOUBLE INLET OSA OUTSIDE AIR DUCT SECTIONS DAMPERS DV DRAIN VALVE Tigard, OR 97224 DWG DRAWING PH PHASE HRWS HRWS HEAT RECOVERY WATER SUPPLY Hg HOSE BIBB EA EXHAUST AIR PP POLYPROPYLENE HRWR HRWR HEAT RECOVERY WATER RETURN -44.- RETURN OR EXHAUST AIR FLOW UC 112" EAD EXHAUST AIR DAMPER PSI POUNDS PER SQUARE INCH GLS GLS GLYCOL SUPPLY � UNDERCUT DOOR >2 WALL HYDRANT �D ®F EAT ENTERING AIR TEMPERATURE PVC POLYVINYL CHLORIDE - SUPPLY OR OUTSIDE AIR FLOW EDB ENTERING DRY BULB PVS PVC COATED STEEL GLR GLR GLYCOL RETURN G GH GROUND HYDRANT �� ff RS RS REFRIGERANT SUCTION �c, �� O EFF EFFICIENCY R (RAD) RADIUS LOW PRESSURE DUCTWORK �F&TIIB STEAM TRAP w1:3 : EFT ENTERING FLUID TEMPERATURE RA RETURN AIR RL RL REFRIGERANT LIQUID P a A ON ELEC ELECTRIC(AL) RAD RETURN AIR DAMPER RHG RHG REFRIGERANT HOT GAS = D R-1-112D FOR ROUND PRESSURE GAUGE �, �o �,� �. ELEV ELEVATION REV REVISION RRV RRV REFRIGERANT RELIEF VENT D R 2D FOR FLEX T yo rig 1g �� 6,, PRESSURE/TEMPERATURE TEST PLUG �s P. CO -\- �•4!S ENGR ENGINEER RH RELATIVE HUMIDITY BS BS BRINE SUPPLY ' ui�rr��r, s`' .#,.�, EQ EQUAL RPM REVOLUTIONS PER MINUTE cutfutiZi ‘...4 C EQUIP EQUIPMENT SA SUPPLY AIR BR BR BRINE RETURN _ �5c THERMOMETER 1 EXPIRES 12-31-19 ESP EXTERNAL STATIC PRESSURE SCFM STANDARD CUBIC FEET PER MINUTE H H HUMIDIFICATION LINE F EWB ENTERING WET BULB SD SMOKE DAMPER A A COMPRESSED AIR SECTION PLAN SECTION PLAN FLOW SWITCHn EWT ENTERING WATER TEMPERATURE SECT SECTION VAC VAC VACUUM (AIR) FLEX DUCT ROUND DUCT �' TEMPERATURE TRANSMITTER EX EXTRACTOR SENS SENSIBLE 4 (SIZE) EXH EXHAUST SIM SIMILAR FOS FOS FUEL OIL SUPPLY RETURN OR EXHAUST GRILLE CONNECTION SHOCK ARRESTOR EXIST EXISTING SP STATIC PRESSURE FOR FOR FUEL OIL RETURN Q D R=2D FOR FLEX VACUUM BREAKER EXP EXPANSION SPEC SPECIFICATION FOV FOV FUEL OIL VENT D R=1-112D FOR ROUND WFM WATER FLOW METER F DEGREES FAHRENHEIT SQ SQUARE FOG FOG FUEL OIL GAUGE °u�'l%� RPBA FC FORWARD CURVED SF SQUARE FOOT(FEET) Q- REDUCED PRESSURE BACKFLOW ASSEMBLY FOF FOF FUEL OIL FILL = Q' DCVA DOUBLE CHECK VALVE ASSEMBLY FIG FIGURE SQ IN SQUARE INCH(ES) - FILT FILTER SS STAINLESS STEEL DTS DTS DUAL TEMPERATURE SUPPLY DGDA FLEX FLEXIBLE STL STEEL DTR DTR DUAL TEMPERATURE RETURN SECTION PLAN SECTION PLAN BWV= DOUBLE CHECK DETECTOR ASSEMBLY FPD FLUID PRESSURE DROP STRUCT STRUCTUR(E)(AL) BACKWATER VALVE DUCT ROUND DUCT UG FPM FEET PER MINUTE SWP SINGLE WALL PLENUM ''?_,,PIV UNDERGROUND GATE VALVE W/BOX FPS FEET PER SECOND SWSI SINGLE WIDTH SINGLE INLET DUCT DETAILS (LOW VELOCITY) SUPPLY DIFFUSER CONNECTIONUNDERGROUND GATE W/POST INDICATOR FT FEET/FOOT TEMP TEMPERATURE LINED PLENUM - 51Zi OUTSIDE SCREW&YOKE FTR FINNED TUBE RADIATOR TSP TOTAL STATIC PRESSURE _ _ FU FIXTURE UNIT TYP TYPICAL R=1-1/2W R, �r 24x16- 1 + i 4. [).4 - - - Y PATTERN BOILER BLOWDOWN VALVE FUT FUTURE V VOLTS W •' 0.4 'i+""l"iiiii. SPIN-IN , FITTING NON-RETURN STOP VALVE FV FACE VELOCITY VD VOLUME DAMPER FLEX DUCT [)Q QUICK OPENING BOILER BLOWDOWN VALVE GA GAGE/GAUGE VEL VELOCITY TURNING VANES IN SIZE SHOWN IS SECTION PLAN SECTION PLAN GAL GALLON VERT VERTICAL ALL FLEX CLEAR RECTANGULAR DUCT SQUARE NECK GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE RADIUS ELBOW MI� M( i�S CONNECTION ACD�'PLAPER GLY GLYCOL VTR VENT THROUGH ROOF RETURN OR EXHAUST GRILLE SUPPLY DIFFUSER SIDE FLEX CONNECTION MISC. FITTI NGS & SYMBOLS GPH GALLONS PER HOUR W WIDTH R-1-112W GPM GALLONS PER MINUTE WG WATER GAUGE t4C20, Wt+ I + I s DIRECTION OF FLOW H HEIGHT WPD WATER PRESSURE DROP + :El HORIZ HORIZONTAL WTD WATER TEMPERATURE DROP l '` DIRECTION OF SLOPE HP HORSEPOWER WTR WATER TEMPERATURE RISE LESS THAN 15° 15° TO 30° GREATER THAN 30° T PIPE SLEEVE HTG HEATING W/ WITH SECTION PLAN SECTION PLAN C REDUCER ID INSIDE(DIAMETER!DIMENSION) W/O WITHOUT DUCT OFFSETS SUPPLY DIFFUSER HARD CONNECTION SIDEWALL SUPPLY GRILLE CONNECTION )( ANCHOR 4 r ELBOW(90°) DEMOLITION LEGEND + , °+ + ° MEDIUM PRESSURE DUCTWORK 4—� ELBOW(45°) 30 MAX 30 MAX tor ; TEE _ _ _ REMOVE EXISTING DUCT RECTANGULAR TO ROUND 1 b 3 IS CROSS 0 TRANSITIONS--- --- I 1-T PIPING CONNECTIONS 5 —` — -5 REMOVE EXISTING PIPE CONICAL TEE LOW LOSS LATERAL TEE CONICAL LATERAL IL + i=t Issue Revision Date BRANCH FITTINGS I iIt JOINT OR COUPLING POINT 100%CD Set 03121/2018 NEW AND EXISTING WORK 45° - 4" MINOR R=1-112D R=.2D L=D1-DZ UNION 114W OR �� ` L II FLANGED CONNECTION 1N 12" MAX �� .iD R I I ] CAP IL IL + + LJ' LT RECTANGULAR DUCT FITTING P D1DD2 II PLUG OR BLIND FLANGE o RISER ELBOW Y-BRANCH BELL MOUTH REDUCER EXISTING DUCT WORK NEW DUCT WORK 4. + + • o ELBOW UP 3 ELBOW DOWN LilIFITTINGOCONICAL SPIN IN SYMBOLS o TEE UP S FITTING ONLY EXISTING PIPING f NEW PIPING /� TEE DOWN REFERENCE \n/ ACCESS PANEL n CAP EXISTING 1 CAP FOR FUTURE I HORIZONTAL TEE NOT APPROVED WITH THIS PERMIT RECTANGULAR TO ROUND FITTING ® BELOW GRADE/ FLOOR ® RELOCATE EXISTING Vim►! FLEXIBLE CONNECTION o] BALL JOINT n CONNECT TO EXISTING ® REMOVE EXISTINGIIMG SYMBOLS, LEGENDS & MECHANICAL COUPLING OE EXISTING TO REMAIN ® NOTE HEAT TRACE ABBREVIATIONS - CALL OUT SYMBOLS MECHANICAL WALL MOUNTED Scale NONE //- PENDANT MOUNTED co V CARBON MONOXIDE Date 2018103/21 ®v TEMPERATURE @V CARBON DIOXIDE Sheet No. I'VIOO 1 0© HUMIDITY ev, NITROGEN OXIDE ROOM SENSORS DESIGN CONDITIONS - PORTLAND, OR VENTILATION SCHEDULE - MULTIPLE SPACES-OREGON SPACE I WINTER SUMMER AHU-101 _ _-. ___ ____ TEMPERATURE - HUMIDITY TEMPERATURE HUMIDITY OUTDOOR 25.2° F DB 9.6° F DP/9.0 HR/... 91.4° F DB/67.3° F... 63.2° F DP/87.0 HR ... PEOPLE AREA 4Pjd m INDOOR 70° F± 2° F DB 50% RH MAX, NO... 75° F±2° F DB 50% RH MAX, NO... OUTDOOR OUTDOOR OUTDOOR GENERAL NOTES: PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY A. OUTDOOR CONDITIONS BASED ON ASHRAE FUNDAMENTALS 2013 99.6%AND 0.4% DATA. FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR d e c a AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES architecture . 111 e CAFETERIA 4075 4150 Multiuse assembly 8 0.06 100 407.5 204.0 1774.5 0.8 2219 0.53 935 SE Alder Street : Portland Oregon 97214 STAGE 1025 1000 Stages, studios 10 0.06 70 71.8 36.0 421.5 0.8 527 0.53 tel 503 239 1987 fax 503 239 6558 deca-inc.com - CLASSROOM 450 400 Classrooms (age 9 plus) 10 0.12 35 15.8 15.8 211.5 0.8 265 0.66 STORAGE 440 210 Storage rooms -- 0.12 -- 0.0 - 52.8 0.8 66 0.31 ELECTRICAL 220 100 Storage rooms -- 0.12 -- 0.0 - 26.4 0.8 33 0.33 PA E MECHANICAL 90 50 Storage rooms -- 0.12 -- 0.0 - 10.8 0.8 14 0.28 -__ KITCHEN 390 275 Kitchens(cooking)b - -- - 0.0 - 0.0 0.8 0 0.00 STORAGE 140 75 Storage rooms -- 0.12 -- 0.0 - 16.8 0.8 21 0.28 TOTALS: I 6830 I 6260 I I I I I 495 I 256 I 2514 I I 3145 I Zp max= 0.66 TOTAL AIRFLOW: 6260 SYSTEM VENTILATION EFFICIENCY- Ev: 0.74 AL:- 141. _-‘1-1 -1- SYSTEM POPULATION: 255.75 OCCUPANT DIVERSITY- D: 1.00 UNCORRECTED OUTDOOR AIR INTAKE-Vou: 2,514 CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 3,402 +I1iIci GENERAL NOTES: & FORWARD 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. TIGARD TUALATIN SCHOOL 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. NOTES: DISTRICT A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. TEMPLETON ELEMENTARY SEISMIC UPGRADE AIR HANDLING UNIT SCHEDULE AIR COOLED CONDENSER UNIT SCHEDULE 9500 SW Murdock St. Tigard, OR 97224 TAG NUMBER AHU-101 ELECTRICAL REFRIGERANT MINIMUM EFFICIENCY LOCATION MECH APPROX. SERVICE CAFETERIA TAG VOLT! CHARGE COP WEIGHT MANUFACTURER & I MAX OSA CFM 7,000 NUMBER LOCATION SERVICE MCA PHASE TYPE (LBS) (S)EER (HSPF) (LBS) MODEL NOTES PROFFS CODE MIN OSA CFM 3,500 FCU-101 - �� f' ACCU-101 GRADE 35.7 460/3 R-410A 31 12.4 3.8 800 LG ARUM192 \� AG I NE O MIXING BOX MIN OSA CFM 750 FCU-112 w1:32"' PRE-FILTER MERV RATING 8 ACCU-102 GRADE FCU-113 19.6 208/1 R-410A 4 10.7 (10.0) 250 LG ARUN024 FINAL FILTER MERV RATING 13 ACCU-103 GRADE AHU-101 41.4 460/3 R-410A 38 12.4 3.8 800 LG ARUM241 z ON QUANTITY 2 GENERAL NOTES: , AIRFLOW CFM 7,000 A. MINIMUM EFFICIENCY IS AT ARI STANDARD CONDITIONS. ---c-)5-°: y °rch 1g 1°�°' �, FAN TYPE PLENUM B. SIZE REFRIGERANT PIPING PER MANUFACTURER'S INSTRUCTIONS. oqs P CO��' '�, TSP (IN. WG.) 2 g C. REFRIGERANT CHARGE INDICATED IS FOR THE EQUIPMENT ONLY. PROVIDE NECESSARY REFRIGERANT QUANTITY TO MEET THE REQUIREMENTS FOR THE SPECIFIC INSTALLATION. +`•'�'+�4 D. PROVIDE SCCR SUFFICIENT TO MEET THE AVAILABLE FAULT CURRENT AT THE PANELBOARD OR SWITCHBOARD FROM WHICH THE UNIT IS FED. COORDINATE WITH ELECTRICAL SUPPLY FAN ESP (IN.WG.) 1.5 DRAWINGS AND ELECTRICAL CONTRACTOR. EXPIRES 1231-19 FAN RPM 1,813 NOTES: MOTOR BHP 2.8 1. NONE. MOTOR HP 4.0 VFD YES DX COOLING EAT (°FDB/WB) 82/64 FAN COIL UNIT SCHEDULE REFRIGERANT LAT (°F DB) 70 COOLING HEATING ELECTRICAL COIL HEATING ! EAT (°F) 42 TOTAL TOTAL APPROX. MANUFACTURER & LAT (°F) 70 TAG AIRFLOW CAPACITY CAPACITY VOLT/ WEIGHT MODEL ELECTRICAL MCA 11 NUMBER SERVICE TYPE CFM (MBH) (MBH) FLA PHASE (LBS) NOTES VOLT/PHASE 460/3 FCU-101 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 APPROX. WEIGHT (LBS) 1,500 FCU-102 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 MANUFACTURER & MODEL AAON FCU-103 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 NOTES FCU-104 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 GENERAL NOTES: FCU-105 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 A. UNITS MOUNTED ON HOUSEKEEPING PAD. FCU-106 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 B. MINIMUM OSA CALCULATED BASED ON CODE AND ASHRAE STANDARD 62. C. PROVIDE SCCR SUFFICIENT TO MEET THE AVAILABLE FAULT CURRENT AT THE FCU-107 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 PANELBOARD OR SWITCHBOARD FROM WHICH THE UNIT IS FED. COORDINATE FCU-108 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR. FCU-109 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 NOTES: FCU-110 CAFETERIA CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 1. NONE. 2. NONE. FCU-111 STAGE CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 FCU-112 STAGE CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 I FCU-113 CUSTODIAL CEILING CASSETTE 350 15.4 17.1 1.3 208/1 50 LG ARNU153 1 GENERAL NOT ES: A. CAPACITIES INDICATED ARE MANUFACTURER'S RATED CAPACITIES. NOTES: 1. CONDENSATE PUMP TO COME INTEGRAL TO THE UNIT. ROUTE DRAIN TO MOP SINK. Issue Revision Date 100%CD Set 03/21/2018 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SCHEDULES - MECHANICAL Scale Date 2018/03/21 Sheet No. M002 d GENERAL NOTES: n NOTES: A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. 1. SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDED d e c a OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS)AND INSTALLATION INSTRUCTIONS. a r C h 1 t e C t u Y' e . 1 ri C TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 2. REFER TO SHEET M201 FOR CONTINUATION. 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com B. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS PA E BEFORE FABRICATION. 5 111 N N YEARS \NNN & FORWARD TIGARD TUALATIN SCHOOL DISTRICT NN (ACCU-101 ACLU-103> — — - mil_ \ __ _ _:_— --- -- —---- — — — — -- — TEMPLETON ELEMENTARY SEISMIC UPGRADE \ ///////////////7//7 ACCU-102> 9500 SW Murdock St. = r Tigard, OR 97224 0RURS ;".y -- \ \ (I I 1 2 -1.32 / 1 i \ \ I ___L-1—......_E - -1 I / z 0V y / / O -\ • II . �s co\� 3. 1: -0--, ,// // j EXPIRES 12-31-19 / I _ ill ' / T .....‘.. / / t%,......- 111pVATIF / II 1 Ii�T p // / O M r "... 5....tt/ -, // ROS �, A- I. 2 , '-' ‹C)4 I \ .. �� // / ' ALVA! 41/ o 1 —> 1 .:'%'' , 'im. ' .--c\... ''S\T%0 Aillk /ill // iI \, Q // 0 A / / / 1 3 ' 1 \ J ® 0 ®' / / ! ' 0 0 / i *'11 I 10 / 0 /' i' i� / ��■■E■■■■■OSIMI I / Lw. o /1 \ ***I / / \ \ , / \ \ / .' / .--- -- / ,,. . / - --- - / / Issue Revision Date . `� 100%CD Set 03012018. . . . \ / . \ \ \ \ / / ." --'-- / / . \ \ REFERENCE ONLY \\ NOT APPROVED WITH THIS PERMIT \ \ \ \ \ ' SITE PLAN Scale 1" = 30'-0" Date 2018/03/21 0SITE PLAN - MECHANICAL I 30'-0" Sheet No. M010 d GENERAL NOTES: 0 NOTES: A. ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE 1. CAP ALL BOILER PIPING d e c a CONTRACTOR. architecture . inc B. PATCH AND REPAIR ALL OPENINGS MADE BY REMOVALS. 935 SE Alder street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com C. DEMOLITION WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: REMOVAL OF EQUIPMENT, SUPPORTS, ANCHORS, PIPING, DUCTWORK AND ALL APPURTENANCES WHERE INDICATED ON THE PLANS. PA E dr D. REMOVE MECHANICAL EQUIPMENT, DUCTS, PIPING AND ASSOCIATED ITEMS AS SHOWN OR RELATED TO EQUIPMENT TO BE REMOVED. CAP DUCTWORK OR PIPING AT NEAREST LIVE BRANCH. YEARS & FORWARD TIGARD TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 ki 1;32 i i i r -57: Z # . lit0�v .. 1 2 3 4 5 6 7 8 9 10 11 ��S%'Crch 19 \g3,°\\\'' 0 0 0 0 0 0 0 qS P. CO\ ! I ! EXPIRES 12-31-19 Hall I I OAIR HANDLER Men's Restroom ® 1-----. On \ / 3 , _-_- - . .....-. ..., I 1 .- I f I i I I 1 Storage r J-. I ILobby �� I I I Custodial i I _ _ 1 Kitchen Storage Elect71-1 Stair o g - - - - - - - - - - - - - - - - - - - - - - _ 1 — — L J — O - Storage — — — — — — — — — — - — — — VV n �� n 1-1- ' I 1 I ' 1 � �„ l ,1 ” I i I ©p BOILERQT Gym 1 1 Storage ._L7= ! I I 1 Office Cafeteria I Stage 1 f I 1 IIssue Revision Date / 100%CD Set 03/21/2018 I I I I [i LJ LI I I— Stair Qfi Stair r-IL Storage ` Lobby I 7O n n , �, REFERENCE ONLY 0 l 1 1 i — — — — — — — — — NOT APPROVED WITH THIS PERMIT DN I 1 I i art DEMO FLOOR PLAN - 1 I ! MAIN LEVEL - 1 I MECHANICAL Scale 1/8" = I-0" Date 2018/03/21 Sheet No. M 101 0 DEMO FLOOR PLAN - MAIN LEVEL - MECHANICAL 1/8" = 11-0" ------7---- 1- ...1 --._ GENERAL NOTES: 0 NOTES: A ALL WORK SHALL BE COORDINATED VATH ALL TRADES INVOLVED 1.SIZE REFRIGERANT UNES PER MANJFACTUFWS RECOMVENCED d e c a u-t-:)t:i b IN PIPING AND DJCTS(INCLUDING DIVIDED DUCTS)AND INSTALLATION INSTRUCTIONS architecture . inc TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE On\ER. 2.THERMOSTAT TO SERVE AS MASTER FOR FCU-101 71-FRU FCU-112. 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com B.VERIFY ALL EQUIRVENT CCNNECTIONS WITH MANUFACTURERS 3. REFER TO SI-EET MAO FOR CONTINUA110N. CERTIFIED DRAWINGS.VERIFY AND PROM DE DUCT TRANSMCNS TO RINI SI-ED ECU RENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS 4.CONNECT SUPPLY AIR TO EXISTING DUCTVCRK CONNECT OUTSIDE AIR PA E BEFORE FABRICATION. INTAKE TO EXISTING OUTSIDE AIR LOUVER PROVIDE NEW OUTSIDE AIR MADER C. REFER TO ARCHITECTURAL REFLECTED CEIUNG PLANS FOR EXACT LOCATIONS OF AR DBACES. D. ROUTE FCU CONDENSATE DRAINS TO ik/OP SINK T I G A R D T 1 iLL1:8'eL Aci.. DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 '-\ 0 CP T CT) 0 f 0 T ,-,3, ® ,,,,, ©, , i'ch 19 0 4S R Co.>, 7.74,410a I I I I I I I Hall I EXPIRES 12-31-19 I I 1 1 . Men's Restroom I I 0 AHUI101 I . , x _ _ _ 0 I • — -I- '' • - _ ‘ ., ,.I _ Storage / ' I, 2 >t____PI4Ch __/ /•L 0 RURS i - Lobby / I < Z _ < Cu.todi I I : I < I >K . L < .> ...,, - 7.. ,-.. /,. , c < FCU-113 > I Kitchen Storage < Elect , T Stair _ _.---4. _ - - _ - - - _ 0 — — — I '- — - _ — I _ _ < I — .,- 4-.0—...1— - 4 I ___ ____ _ 0 1 , i, .. ii---) ,I, L) 7 f • , 7 . _ Stdr Storage , • I I I I i 1 1 , ji _ I Gym 0 RURS ,.. . Storage 4 I I I I (FCU-1O1 > < FCU-103 > • < FCU-105 > < FCU-107 > <FCU-109 > El ri El El 0 i I , I < FCU-111 > El . * I Office * - * , A# ;,- Cafeteria Stag) 1 1 # I . • ii, ...)",p, ..,, 1 la* I , ,, i: •it \. ,I t L.: K 1 I ,i •T I I I . I - I . . Issue Revision Date °.' El , . I //--, , 100%CD Set 0321/2018 0 — — 4 -- - ___ I - - I _ _ I - _ < FCU-112 > ‘ _ _ . . - Li # . - .1 . , 4 LI . . 4 - . I # 1 I 0 El El 111 Ci _ . 4 , T.- = -•%, i . <FCU-102 > I < FCU-104 ) 1 <FCU-106 > 1 < FCU-108 > 1 < FCU-110 > , Stair # Kii __I , * _„ , # . 1111 , i,i/'/J/ * I 1 Storage — Stair i / Lobby 4 , • ,t` 1 rli @-.4.0 ..1_. ril _ >, 4 411P • ..# REFERENCE ONLY .% - _ - G _ _ i . — I , 1 1 ,_„,A, 111r • * 4. UP 0t4 AI, V S , NOT APPROVED WITH THIS PERMIT I II -... • p 4.4,. 7/ /// I I I FIRST FLOOR PLAN - MAIN LEVEL - 1 1I MECHANICAL 1 1 Scale 1/8" = 11-0" Date 2018/03/21 Sheet No. M201 40 FLOOR PLAN - MAIN LEVEL - MECHANICAL 1/8" = 1'-0" F?3*I-O-ri 2P I FORWARD:N,/-ill,A. D:,SCHOOL, SEQUENCE OF OPERATIONS-AHU-101,ACCU-103 SEQUENCE OF OPERATIONS-FCU-101 -ECU-112.ACCU-101 : 1.OUTSIDE AIR TEMPERATURE SENSING: 1.OCCUPIED MODE: d A. THE OSA TEMPERATURE SENSOR SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING AND FACING NORTH. IF A. FAN COIL UNITS TO BE IN EITHER HEATING OR COOLING, CONTROLLED BY A SINGLE THERMOSTAT. EXPOSED TO SUNLIGHT A SUNSHIELD SHALL BE PROVIDED AS PART OF THE OSA ASSEMBLY. B. FANS TO TURN OFF WHEN THERE IS NO COOLING OR HEATING DEMAND. 2. UNOCCUPIED MODE: C. INDOOR UNITS TO MAINTAIN HEATING SETPOINT OF 68 DEGREES F(ADJUSTABLE)AND COOLING SETPOINT OF 75 d e c a A. UNIT SHALL BE IN UNOCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. DEGREES F(ADJUSTABLE). B. UNIT IS OFF. 2. UNOCCUPIED MODE: a r ch 1 t e c t u r e . 111 c C. OSA AND REMOTE EXHAUST DAMPERS ARE CLOSED. RETURN AIR DAMPER IN AHU IS OPEN. A. INDOOR UNITS TO TURN OFF IF THE SPACE TEMPERATURE DROPS BELOW 60 DEGREES F(ADJUSTABLE)IN HEATING. D. WHILE IN UNOCCUPIED MODE SETBACK SPACE TEMPERATURE TO BE MAINTAINED BY HEAT PUMP SYSTEM B. INDOOR UNITS TO TURN OFF IF THE SPACE TEMPERATURE RISES ABOVE 80 DEGREES F(ADJUSTABLE) IN COOLING. 935 SE Alder Street : Portland Oregon 97214 (ACCU-101). ALARMS/SAFETIES: tel 503 239 1987 fax 503 239 6558 deca-inc.com 3. OCCUPIED MODE: A. THE ALARM POINT OF THE INDOOR UNIT TO BE ANNUNCIATED AT THE FRONT END AND LOGGED INTO ALARM A. UNIT SHALL BE IN OCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. HISTORY. B. FAN SHALL TURN ON AND RAMP TO ITS BALANCED SETPOINT. ECONOMIZER DAMPERS SHALL REMAIN FULLY CLOSED PA E Ati TO OSA UNTIL FAN HAS REACHED ITS BALANCED SETPOINT AT WHICH POINT THEY CAN BE RELEASED. SEQUENCE OF OPERATIONS-FCU-113-FCU-112.ACCU-102 C. ECONOMIZER DAMPERS TO OPEN FULLY FROM MINIMUM OSA POSITION WHEN OSA TEMPERATURE IS LESS THAN THE 1,OCCUPIED MODE: DISCHARGE AIR TEMPERATURE SETPOINT MINUS TWO DEGREES. OSA DAMPER TO RETURN TO MINIMUM POSITION A. INDOOR UNITS TO MAINTAIN HEATING SETPOINT OF 68 DEGREES F(ADJUSTABLE)AND COOLING SETPOINT OF 75 ONCE THE OSA TEMPERATURE RISES ABOVE THE DISCHARGE AIR TEMPERATURE SETPOINT AND MECHANICAL DEGREES F(ADJUSTABLE). COOLING TO INITIATE. 2. UNOCCUPIED MODE: D. CO2 CONTROL: MINIMUM OUTSIDE AIR DAMPER MODULATES TO MAINTAIN CO2 LEVEL AS MEASURED IN THE SPACE A. INDOOR UNITS TO TURN OFF IF THE SPACE TEMPERATURE DROPS BELOW 60 DEGREES F(ADJUSTABLE) IN HEATING, AT A MAXIMUM OF 500 PPM(ADJUSTABLE)ABOVE THE OUTSIDE CO2 LEVEL. DEMAND CONTROL VENTILATION TO B. INDOOR UNITS TO TURN OFF IF THE SPACE TEMPERATURE RISES ABOVE 80 DEGREES F(ADJUSTABLE) IN COOLING, SUPERCEDE ECONOMIZER COOLING. ALARMS/SAFETIES: E. ENGAGE MECHANICAL COOLING TO MAINTAIN SPACE TEMPERATURE IF ECONOMIZER IS LOCKED OUT ON HIGH OSA A. THE ALARM POINT OF THE INDOOR UNIT TO BE ANNUNCIATED AT THE FRONT END AND LOGGED INTO ALARM TEMPERATURE OR ECONOMIZER IS 100%OPEN AND SPACE COOLING LOAD STILL CANNOT BE MET. MODULATE THE HISTORY. CAPACITY SIGNAL TO THE CENTRAL CONTROLLER TO MAINTAIN DISCHARGE TEMPERATURE SETPOINT OF 70 YEAR S DEGREES F(ADJUSTABLE). OPERATOR INTERFACE: & FORWARD F. MIXED AIR TEMPERATURE LOW LIMIT CONTROL: MINIMUM ENTERING AIR TO THE DX COIL SHOULD BE NO LOWER 1.A JACE WILL BE PROVIDED FOR THE BUILDING AND WILL HOST GRAPHICS FOR ALL SYSTEMS DESCRIBED ABOVE. THE TIGARD TUALATI N SCHOOL THAN 41 DEGREES F(ADJUSTABLE). ECONOMIZER DAMPERS SHALL CLOSE THE OSA DAMPER AND OPEN THE OPERATOR CAN PLUG IN A PORTABLE WORKSTATION TO THIS JACE AND ACCESS SYSTEMS DATA AND ALARM HISTORY. RETURN AIR DAMPER AS NECESSARY TO MAINTAIN MINIMUM MIXED AIR TEMPERATURE. DISTRICT G. ENGAGE MECHANICAL HEATING VIA CENTRAL CONTROLLER AND MODULATE THE CAPACITY SIGNAL TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT OF 70 DEGREES F(ADJUSTABLE). ECONOMIZER TO BE AT MINIMUM OR TEMPLETON ELEMENTARY SEISMIC UPGRADE DCV DETERMINED POSITION BEFORE HEATING IS ENGAGED. 9500 SW Murdock St. Tigard, OR 97224 ,�\T`.D IPROFFs�o �, 1;32 -9 Z i. i�yO°rc/7 19 '\o��o �� `�S F CO `-- 3.24.;.01S 56" 0 EXPIRES 12-31-19 1 10 . - Q • SA OA Ir1� ..71 A ‘ f Dig J ` I7 4 94" 4 1 Cii 1 RA :1 I zi ___ . 80" 4110 AHU-101 NONE Issue Revision Date 100%CD Set 0321/2018 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DETAILS - MECHANICAL Scale NONE Date 2018/03121 Sheet No. M 5 0 1 d ELECTRICAL LEGEND ELECTRICAL EQUIPMENT DESIGNATION POWER - SINGLE LINE DIAGRAM & RISER LIGHTING d e c a E4 _ 1A- EMERGENCY NORMAL architecture . Inc AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP �o -{o �� CIRCUIT BREAKER, WITH GROUND FAULT PROTECTION, DRAW OUT NA 1V 0V a IV AV TRACK LIGHTING WITH , WITHOUT CURRENT LIMITER 935 SE Alder Street : Portland Oregon 97214 A AMPERE (AMP) KVAR KILOVOLT AMPS REACTIVE POWER TYPE: GFP ,li O O ❑ DOWNLIGHT: RECESSED: SQUARE, ROUND tel 503 239 1987 fax 503 239 6558 deea inc.com q ❑ ❑ ❑ ❑ AL ALUMINUM LA LIGHTNING ARRESTOR BLANK- NORMAL POWER N E N 0 WALL WASHER: RECESSED: SQUARE, ROUND ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING E - EMERGENCY POWER ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE U - UNINTERRUPTIBLE POWER I I DISTRIBUTION BOARD, WITH INTERNAL BUS A a ��LSI,, ,�su,, ADJUSTABLE ACCENT: RECESSED: SQUARE, ROUND 5P A E ii — — — _1 o o 0 ❑ DOWNLIGHT: SURFACE: SQUARE, ROUND AWG AMERICAN WIRE GAUGE MATV MASTER ANTENNA TELEVISION VOLTAGE: e e 0 ® WALL WASHER: RECESSED SQUARE ROUND CB CIRCUIT BREAKER MCA MINIMUM CIRCUIT AMPS 2 - 208Y/120V C CONDUIT MCB MAIN CIRCUIT BREAKER 4 -480Y/277V UTILITY POLE a [ 6 a ADJUSTABLE ACCENT: SURFACE: SQUARE, ROUND CCTV CLOSED CIRCUIT TELEVISION MCC MOTOR CONTROL CENTER 5 -4160Y12400V 000 o$n ADJUSTABLE ACCENT: MULTILAMP CKT CIRCUIT MDP MAIN DISTRIBUTION PANEL 15 - 12470Y17200V I. r � LINEAR: RECESSED EQUIPMENT: -�L L -- I LINEAR: RECESSED ASYMMETRIC CLG CEILING MECH MECHANICAL D- MAIN DISTRIBUTION PANEL CT CURRENT TRANSFORMER MH METAL HALIDE PANE L --�� '� I LINEAR: SURFACE A S CU COPPER MLO MAIN LUGS ONLY S- SUB DISTRIBUTION PANEL NAME PANELBOARD, TRANSFORMER B - BUSWAY _ I LINEAR: SURFACE ASYMMETRIC & FORWARD DN DOWN MV MERCURY VAPOR M - MOTOR CONTROL CENTER i — 1' -- l 1• •I LINEAR: SUSPENDED TIGARD TUALATIN SCHOOL EMERG EMERGENCY MTS MANUAL TRANSFER SWITCH A-AUTOMATIC TRANSFER SWITCH /' 'f LINEAR: SUSPENDED ASYMMETRIC DISTRICT EMT ELECTRIC METALLIC TUBING NIC NOT IN CONTRACT P - POWER PANEL ITI ITISERVICE TRANSFOERMER, WITH VAULT1 I LINEAR: WALL MOUNTED EP EXPLOSION PROOF NL NIGHT LIGHT CIRCUIT L- LIGHTING PANEL TEMPLETON ELEMENTARY SEISMIC UPGRADE T-TRANSFORMER F ' F I -. ,� I I I LINEAR: WALL MOUNTED ASYMMETRIC EPO EMERGENCY POWER OFF PA PUBLIC ADDRESS U - UPS 1_ — _1 I--0-1 1-0 � STRIP LIGHT 9500 SW Murdock St. EWC ELECTRIC WATER COOLER PE PHOTO ELECTRIC CELL LRC- LIGHTING RELAY CONTROL PANEL [== __] LINEAR: UNDERCABINET Tigard, OR 97224 FA FIRE ALARM PF POWER FACTOR I EOM 11/] GENERATOR, AUTOMATIC TRANSFER SWITCH NA BUILDING LEVEL: LINEAR ACCENT: ARCHITECTURE INTEGRATED L FLA FULL LOAD AMPS PNL PANELBOARD 0 - BASEMENT r:.. r:a 41 FLUOR FLUORESCENT PVC POLYVINYL CHLORIDE CONDUIT 1 - FIRST LEVEL `®, T UTLITY METER, METER, NETWORKED POWER METERING/ MONITORING i---J =� 0u ev PENDANT: SQUARE, ROUND �ccpPROF FCIC FURNISHED BY CONTRACTOR PWR POWER 2- SECOND LEVEL ® e NA EXIT SIGN: TOP SURFACE OR TOP RECESSED: SINGLE , DOUBLE �,,,c I r E.,, 4� 3- THIRD LEVEL Hit Hiii) NA EXIT SIGN: SIDE OR FLAG MOUNT: SINGLE , DOUBLE 6919�P � " INSTALLED BY CONTRACTOR SDP SUB-DISTRIBUTION PANEL 4- FOURTH LEVEL SPE) p SURGE PROTECTION DEVICE, PUSH BUTTON 1 1-(:%4NA EXIT SIGN: BACK SURFACE MOUNT �+�._ FOIC FURNISHED BY OWNER STR STARTER ETC. 1 04 rte INSTALLED BY CONTRACTOR SV SOLENOID VALVE GRID LOCATION: -$c ELECTRICAL BUSDUCT RISER , BUS PLUG-IN CIRCUIT BREAKER -� WALL MOUNTED: RECESSED: SQUARE, ROUND c�gF �,�Y 8, �S� �� F010 FURNISHED BY OWNER SW SWITCH 1A- NEAR INTERSECTION OF GRID LINES 1 AND A 4 2 WALL MOUNTED: SURFACE: SQUARE, ROUND ! INSTALLED BY OWNER TO TIME DELAY IDENTIFIER: • =i °-❑ °-O POLE-MOUNTED: AREA: SQUARE. ROUND EXPIRES 6-30-2018 GFP GROUND FAULT PROTECTION TP TAMPERPROOF A- FIRST IN SERIES OF EQUIPMENT ® 0-IMI 0-010 04-10-c) POLE-MOUNTED: STREET: RECTANGULAR, OVAL GFI GROUND FAULT INTERRUPTER TTB TELEPHONE TERMINAL BOARDBTSECOND IN SERIES OF EQUIPMENT my FEEDER CONTINUATION CALLOUT, FEEDER TAG + POLE-MOUNTED: PEDESTRIAN: SQUARE, ROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER TTC TELEPHONE TERMINAL CABINETKI 6 p 0 BOLLARD 360: SQUARE, ROUND GRC GALVANIZED RIGID CONDUIT TV TELEVISION • 0 r-i --•-, ► FEEDER: DROP, RISE, CAP, BREAK, CONTINUATION ft 6 BOLLARD 180: SQUARE, ROUND GRD GROUND TYP TYPICAL II NA '® 0 INGRADE SQUARE, ROUND b HP HORSEPOWER UG UNDERGROUND FIRE ALARM b SWITCH, FUSED SWITCH NA INGRADE ADJUSTABLE SQUARE, ROUND HPS HiGI PRESSURE SODIUM UPS UNINTERRUPTABLE POWER SUPPLY NA 8 FLOOD LIGHT HV HIGH VOLTAGE V VOLTAGE EP DISCONNECT, FUSED DISCONNECT �s CONTROL STATION. REFER TO SCHEDULE. HZ HERTZ VA VOLT AMPERES 0 12 SPRINKLER SYSTEM SWITCH: FLOW, TAMPER IG ISOLATED GROUND VP VAPOR PROOF ❑F MANUAL FIRE ALARM STATION $ $2a WALL SWITCH: 1 POLE, 2 POLE INC INCANDESCENT W WATTS 0 0 0 DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC • MOTOR, MOTER WITH CONTROLLER, MOTOR WITH STARTER $3 K $M WALL SWITCH: 3 WAY, 4 WAY JB JUNCTION BOX WP WEATHER PROOF $ $ WALL SWITCH: KEY LOCK, MOMENTARY KW KILOWATT XFMR TRANSFORMER a- DETECTOR: BEAM $LV $p WALL SWITCH: LOW VOLTAGE, PILOT KWH KILOWATT HOUR XFSW TRANSFER SWITCH CC_= DUCT DETECTOR, TYPE AS NOTED m____ —N $T $u WALL SWITCH: TIMER, MANUAL DIMMER KV KILOVOLT d F FIREMANS PHONE JACK MII�IIM ��__ PV ARRAY, INVERTER OS _ $ WALL SWITCH: COMBINATION OCCUPANCY SENSORI SWITCH Q Q MAGNETIC DOOR HOLDER, CLOSER $pS WALL DIMMER: COMBINATION OCCUPANCY SENSOR /SWITCH L# DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) WALL CEILING NOTIFICATION DEVICESPOWER - PLANS EM DESIGNATES EMERGENCY FIXTURE DESIGNATION SYMBOLS PE PE PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED -0- -0- FIRE ALARM: VISUAL 05X °5 X OCCUPANCY SENSOR: CEILING OR WALL MOUNTED --- > ID EQUIPMENT DESIGNATOR SEE SCHEDULE. F -8- F FIRE ALARM: HORN; HORN WNISUAL WALL RECEPTACLE: SINGLE, DUPLEX USX gX VACANCY SENSOR: CEILING OR WALL MOUNTED 11:1 31:c WALL RECEPTACLE: EMERGENCY, 4-PLEX "X" DESIGNATES DEVICE TYPE: ® OX EXISTING TO REMAIN, EXISTING TO BE REMOVED 8 - 3 -,?3-- FIRE ALARM: SPEAKER; SPEAKER WNISUAL OWALL RECEPTACLE: ISOLATED GROUND U: ULTRASONIC R: INFRARED DT: DUAL TECHNOLOGY OF EXISTING TO BE RELOCATED, FUTURE g _8_ 8 -8- FIRE ALARM: BELL, BELL WNISUAL 0 CEILING RECEPTACLE: DUPLEX O © NEW, CONNECT TO tk FIRE RATED FLOOR POKE-THRU GENERAL NOTE O NOTE 8 _8_ 8 FIRE ALARM: CHIME; CHIME WNISUAL OD CONNECTION TO EQUIPMENT PROVIDED BY OTHERS THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY C:=11 DENOTES RECEPTACLE ABOVE COUNTER APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. 0 m SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY DEVICE MOUNTING HEIGHTS Fo CLOCK HANGER RECEPTACLE ELECTRICAL DRAWING LIST !I� 'In FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION SHEET# SHEET NAME CEILING Issue Revision Date } GENERAL NOTES: CD4 PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION E001 SYMBOLS, LEGENDS & ABBREVIATIONS - ELECTRICAL 100%co set 03/2112018 MIN 6" MIN 6" A. LOCATE ALL FIRE ALARM DEVICES PER CODE. 0 SURFACE OUTLET STRIP: DIMENSION AS SHOWN E010 SITE PLAN OD / E011 DEMO REFLECTED CEILING PLAN - MAIN LEVEL FIRE __a.. 9) B. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. 1g 41 TELEPOWER POLE, POWER, COMBINATION 1 1E012 DEMO REFLECTED CEILING PLAN - GYM LEVEL QJUNCTION BOX 1E101 FIRST FLOOR PLAN - MAIN LEVEL C. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH MILLWORK E102 BASEMENT FLOOR PLAN - GYM LEVEL CONTRACTOR. 5F 0-' DISCONNECT SWITCH: FUSED, NON-FUSED WORKING SURFACE E201 REFLECTED CEILING PLAN - MAIN LEVEL (TYP) D. IF APPLICABLE, TELCOM CONSULTANTS' DRAWINGS TAKE PRECEDENCE $OLE' ' MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION E202 REFLECTED CEILING PLAN - GYM LEVEL BAGKSPLASH — 90"(MAX) OVER THIS DETAIL FOR TELCOM DEVICES. — — 080"(MIN) 4 MOTOR CONNECTION REFERENCE ONLY 0 II H — Q 0 0 CONTACTOR. RELAY, SOLENOID NOT APPROVED WITH THIS PERMIT • 6 p 6,r ! Q NOTES: (D(4)®® 0 9 PUSH BUTTON STATION Y ! 1. TELECOM OUTLET. 6. WALL PHONE. 48" _0 _. CONDUIT ELL: UP, DN. liliO 2. RECEPTACLE. 7. ABOVE COUNTER DEVICE. MAINTAIN ELECTRICAL EQUIPMENT SYMBOLS, LEGENDS & 111 11 ---T 111 0 A CONSISTENT HEIGHT THROUGHOUT 3. FIRE ALARM PULL STATION. SPACE. 1_ i PANELBOARD: SURFACE, RECESSED ABBREVIATIONS - C)C) 18" 4. LIGHT SWITCH. 8. FIRE ALARM STROBE. = 6 CABINET: SURFACE, RECESSED ELECTRICAL -- — — 4 ❑T TRANSFORMER FINISHED FLOOR 5. CARD READER. 9. OCCUPANCY SENSOR. Scale NONE O ® GROUND ROD, IN TEST WELL sem. GROUND ROD / PAD Date 2018/03121 Sheet No. EOO 1 MECHANICAL EQUIPMENT CONNECTION SCHEDULEd EQUIPMENT DESCRIPTIONS ELECTRICAL CHARACTERISTICS CONNECTION CHARACTERISTICS FEEDER CHARACTERISTICS PANEL INFORMATION SCCR 1-POINT STARTER DISCONNECT CONDUIT PHASE GROUND PANEL NAME AND AVAILABLE FAULT AT a e C a TAG DESCRIPTION LOCATION KW HP FLA MCA MOCP VOLTS PHASE VFD CONNECT DIVISION DIVISION DIA (INCH) CONDUCTORS CONDUCTOR CIRCUIT EQUIPMENT (AMPS) architecture . i n c AHU-101 AIR HANDLING UNIT MECH I 11.0 460 3 YES YES 23 23 1/2 3#12 1#12 2A-1,3,5. 4 I 435 SE Alder Street : Portland Oregon 97214 -SUPPLY FAN (2) @ 1 tel 503 239 1987 fax 503 239 6558 deca-inc.com FCU-101 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-2 I FCU-102 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-2J E FCU-103 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-2 J �� FCU-104 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-2 I FCU-105 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-2 FCU-106 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-4 i FCU-107 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 I K-4 FCU-108 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 I K-4 FCU-109 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 K-4 FCU-110 FAN COIL UNIT CAFETERIA 1.3 - YES - - 1/2 2#12 1#12 I K-4 FCU-111 FAN COIL UNIT STAGE 1.3 - YES - - 1/2 2#12 1#12 K-6 FCU-112 FAN COIL UNIT STAGE 1.3 - YES - - 1/2 2#12 1#12 K-6 1111 5 till FCU-113 FAN COIL UNIT CUSTODIAL 1.3 - YES - - 1/2 2#12 1#12 K-6 YEARS ACCU-101 AIR COOLED CONDENSING UNIT GRADE 35.7 460 3 - YES 26 26 3/4 3#8 1#10 2A-7,9,11 & FORWARD ACCU-102 AIR COOLED CONDENSING UNIT GRADE 19.6 208 1 - YES 26 26 1/2 2#12 1#12 K-8,10 TIGARD TUALATIN SCHOOL ACCU-103 AIR COOLED CONDENSING UNIT GRADE 41.4 460 3 - YES 26 26 3/4 3#8 1#10 2A-13,15,17. DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE GENERAL NOTES: (SOME MAY NOT BE USED ON THIS SHEET) 9500 SW Murdock St. 1. REFER TO ONE-LINE DIAGRAM OR PANEL SCHEDULES FOR OVERCURRENT PROTECTION CHARACTERISTICS AND CIRCUIT NUMBERS. 2. COORDINATE ALL EQUIPMENT CONNECTION REQUIREMENTS WITH INSTALLING CONTRACTOR PRIOR TO THE INSTALLATION OF ANY ELECTRICAL WORK. Tigard, OR 97224 3. VFD'S ARE FURNISHED BY DIVISION 23. INSTALL VFD AND PROVIDE PROVIDE LINE AND LOAD SIDE FEEDERS IN ELECTRICAL WORK. 4. COMBINATION STARTER/DISCONNECTS AND DISCONNECT SWITCHES SHALL BE LOCATED WITHIN SIGHT OF AND ADJACENT TO EQUIPMENT SERVED. COORDINATE INSTALLATION WITH EQUIPMENT INSTALLER. 5. NOT ALL EQUIPMENT IDENTIFIED HERE IS SHOWN ON FLOOR PLANS. REFER TO DRAWINGS IN OTHER DISCIPLINES FOR EQUIPMENT LOCATIONS. PROF �- ` �\G I h F-6",..7, q c 6919511 5 PO RRS-\ 3/2.jiN 1 EXPIRES 6-30-2018 FIXTUREBASIS OF DESIGN INPUT LAMP POWER INPUT ALTERNATE TYPE IMAGE PRODUCT DESCRIPTION MANUFACTURER SIZE WATTS SOURCE SUPPLY VOLTAGE FINISH MOUNTING MANUFACTURERS) 4: 4.5" H LED, 4000K RECESSED FINELITE H04, L1 €:,, a RECESSED LENSED LINEAR FLUXWERX NOTCH 4, x 3.7" LED ASYMMETRIC x LENGTH AS PER PLAN 6 W/LF 425 LM/LF 80 CRI DIMMING 1% 277 WHITE OR GYPSUM CEILING PEERLESS OPEN {SYMMETRIC DIST} 2.3" H LED, 4000K L2 SURFACE MOUNT DIRECT LED CORELIGHT DIVIDE 100% DIRECT x 12 W 8 W/LF 769 LM/LF INTEGRAL 0-10V 277 TBD SURFACE MOUNT PEERLESS VELUM LINEAR WITH DUST COVER x LENGTH AS DIMMING 10% PER PLAN 80 CRI SURFACE OR �' I. SURFACE/SUSPENDED LED 3"H LED, 4000K INTEGRAL 0 10V SUSPENDED PER METALUX L3 LITHONIA ZLD x2.5"W 30 W 3966 LM 277 WHITE CEILING TYPE. HE WILLIAMS LENSED STRIP x48"L 85 CRI DIMMING 10% JACK CHAIN WHERE CREE NEEDED Issue Revision Date 100%CD Set 03121/2018 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SCHEDULES - ELECTRICAL Scale Date 2018/03/21 Sheet No. E002 d GENERAL NOTES: A. SAWCUT, TRENCH AND PATCH AS REQUIRED FOR POWER d e c a CONNECTIONS TO EQUIPMENT. LOCATE EXISTING UTILITIES PRIOR TO architecture . i n c WORK. 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com PAE 5 JP •--, & FORWARD TIGARD TUALATIN SCHOOL DISTRICT �� TEMPLETON ELEMENTARY SEISMIC UPGRADE N �AGCU-101 ACCU-103 9500 SW Murdock St. 7/[/ ///I Tigard, OR 97224 <ACCU-102 �•P`.J' ,��D 1PROF�s�4 PANEL 2A©I ] ``yb9195PEF 1 \\ \ I rt 1 1 „ I __., in _ I. i j //// g "7 1 /1 IIP! I / / ii f9 11. ,, ra / ' „ , , ., . 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DEMOLISH AND DISPOSE OF EXISTING LUMINAIRES IN SPACES THAT ARE SHOWN TO BE REPLACED, REFERENCE E202 FOR LOCATIONS. EXISTING arc h i t e c t u r e . i ri c CIRCUITS TO BE REUSED 5 III- t1 Y E A R S FOR NEW LIGHTING. 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1487 fax 503 239 6558 deca-inc.com PAE & FORWARD TIGARD TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 o`5c,p PROF��i w,69195P 1! 4.krf c,'5q j°(y 8, Ip\�S`� F FORRoy 3/2J 1 Cgi EXPIRES 6.30-2018 CD T 1 „,,,,, 1 CA ! • F pDAA^^:-•"`'.'-''-;-',-.1 L : f • `�. -r,'::'-_:-.., • - - ♦CC,- -S-.,..',. ,.-..":•"..-;;-:.• - _ _ {-S_` SII- :; 1 ";:`,rs:, _ ;, Issue Revision Date - ,: R 100%CQ Set 03x21 x2018 ^sc_-s- -. LJII-L REFERENCE ONLY NOT APPROVED WITH THIS PERMIT •nom, _ _ a, _ - _•�,�-' •- 'yip — — DEMO REFLECD CEILING PLAN LIGE YM 11 LEVEL Scale 118" = 1'-0" 0 DEMO REFLECTED CEILING PLAN - GYM LEVEL - ELECTRICAL Date 2018/03/21 118" = 1'-O" Sheet No. EO 1 2 d 0 NOTES: 1. EXISTING (4)211 POWER CONDUIT SURFACE MOUNTED TO GLULAM BEAM d e c a TO BE RELOCATED ABOVE NEW CEILING. CONFIRM SCOPE DURING PRE- architecture . i n c BID WALK. 935 SE Aider Street . Portland Oregon 97214 2. INSTALL NEW SMOKE DETECTOR IN GYPSUM CEILING. CONNECT TO tel 503 239 1987 fax 503 239 6558 deca-inc.com EXISTING CIRCUIT CURRENTLY SERVING THE SPACE. TYPICAL. 3. PROVIDE (2) 111 CONDUITS ABOVE CEILING FOR FUTURE. STUB INTO PA E tti ADJACENT CEILING SPACE. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I 11111311111 & FORWARD TIGARD TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 o`s5�� ,PROF�ssi c: 6919o1311 AI 0eAi*"f -` ny ✓°C Y g `L6\ `� 1 2 3 4 5 6 7 8 9 10 11 q )_� i q 0 0 0 0 0 0 e� FaRR -S 1 EXPIRES 6-30-2018 I I I Hall I 1------'/ [I ! I Mens Restroom I I I 1 I l I I Storage I - (1 1 , I x ! ! x < Lobby _ . < x Mech a I K x! Custodial - ! K. x } .I = r ,< I Kitchen Storage ,< Elect Stair — a g — I _ K —! - — — . _ — — — — — — —1— I � I I — r— S itI O — ,, l — e Storage — — — — — — — — — — — — __ I I I 1 111._ . I1Kr Storage I I ! Gym O © St 2 I I 0 I I I I . 00 0 0 0 I \l/\/\/\/\/\/\/\/ , 1 Office •/ l 1 I I I '- ! / a Cafeteria Stage 1 � �w � . I I _ Issue Revision Date I I I 100%CD Set 03/21/2018 0 0 0 0 0 //-1'a o - _ - J .- .- / - _I •. 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PA E Y E A R S & FORWARD TIGARD TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEFSMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 cc, D PRO/ '�69195P 11 • i i eaw� 4 r• cry Jo, 8, ya\ `� � � � � � � � FO RRES ff3� �'J �`'J �`J �`J UVJ L'J �uJ 10 11 �F� �I l EXPIRES &30.2018 I I I I I I Gy,,, I I I — — r 1 I I I I — — r! :,',-;-?: >:.-'- ::-%;''...''',L;:-...6--:"-.: -,:',:=';, . „ , - ,s `< I I L3 Storage L3 J $ `4 _I I _ - _ - .„--. �-=� - - - ` • -,'r y - -<, Y- �•- ;_; :,..' �T T I J c 1 1 , _ :',..,::.z,_,::::11-,-..•.-'.• { L J _ a • j I I I ',:-.4.' I I `fir1 a• �,_ i t'r�' 'i' 's • a .IIS•~ - - - - - r I't �'} i - •..- • • -- i Et L� , o d - . 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CONNECT LUMINAIRE TO EXISTING LIGHTING CIRCUIT AND CONTROL d e c a SERVING ROOM. architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 .i987 fax 503 239 6558 deca-inc.com PAE til 1111 Y ,A R S & FORWARD TIGARD TUALATIN SCHOOL DISTRICT TEMPLETON ELEMENTARY SEISMIC UPGRADE 9500 SW Murdock St. Tigard, OR 97224 �`��-D PRO /1- s FFf�� 4.' 691 V ' • ea'.I# r rT`+r oL/r�<r 8 fl c, F rORRJS'\ 3/2_J i EXPIRES 6-30-2018 V 7 1 , _[ - - - .. ,„ 0 i.,. , • . , . , 71 • s ••,:•,,j. - • �- • jet•.' lid- _ - I l..,",:!';'_—'i.:;._-44 ....-,,,,:, 61 .4.,,,,,-.,,,,,- : „.„-,,,, .... ., , . ,.... .... „,..,,.. .,„: ,:,..._, _.2 1 I 7, Ylassrekom K;-',:-'{''`•'- y y . 1-2111 Issue Revision Date = • \. ./ .I; 117.77-'7t1 : ., ,, I 1 QO%CD Set 0312112018I a_ ;'',-:,..:z;- ;p - 4 :i7L2 '`: c1assr: om L2 1 5 - - i: J^� L___ I F E • - 4- __ 1., 1,.r. r' n ; ,1::::::::',:,-;; ;:',:!_::::,:',= i REFERENCE ONLY NOT APPROVED WITH THIS PERMIT REFLECTED CEILING PLAN - GYM LEVEL Scale 1/8" = 1'-0" Date 2018/03/21 0 FLOOR PLAN - GYM LEVEL - LIGHTING 118" = 1'-0" Sheet No. E202 STANDARD MECHANICAL ABBREVIATIONS FIRE PROTECTION SYMBOLS GENERAL NOTE d AF AIRFOIL IE INVERT ELEVATION FP FIRE PROTECTION THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY dee a AFF ABOVE FINISHED FLOOR IN INCH(ES) SPP FIRE SPRINKLER APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS, a, r C h 1 t e C t u Y' e . 1 ri C AHP APPARATUS HOUSING PLENUM INSUL INSULATION DP DRY PIPE SPRINKLER ALT ALTERNATIVE ISOL ISOLAT(OR)(ION) 935 SE Alder Street : Portland Oregon 97214 AL ALUMINUM KW KILOWATT PA PRE-ACTION SYSTEM MISC. VALVES & COCKS tel 503 239 1987 fax 503 239 6558 deca-inc.com APD AIR PRESSURE DROP KWH KILOWATT HOUR WSP WET STANDPIPE APPROX APPROXIMATELY L LENGTH DSP DRY STANDPIPE DC SHUT-OFF VALVE ARCH ARCHITECT(URAL) LAT LEAVING AIR TEMP AUTO AUTOMATIC LB POUND DSC S GLOBE VALVE FDC FIRE DEPARTMENT CONNECTION PAE BDD BACKDRAFT DAMPER LDB LEAVING DRY BULB pC SHUT-OFF VALVE W/TAMPER SWITCH BI BACKWARD INCLINED LF LINEAR FEET SRC STANDPIPE ROOF CONNECTION TRIPLE DUTY VALVE BLDG BUILDING LFT LEAVING FLUID TEMPERATURE BSMT BASEMENT LVG LEAVING D4 SO STANDPIPE OUTLET �Q� CHECK VALVE BTU BRITISH THERMAL UNIT LWB LEAVING WET BULB5 till l 2-WAY CONTROL VALVE BTUH BRITISH THERMAL UNITS PER HOUR LWT LEAVING WATER TEMPERATURE °Q UPRIGHT SPRINKLER HEAD * 3-WAY CONTROL VALVE CFH CUBIC FEET PER HOUR MAX MAXIMUM 0 PENDANT SPRINKLER HEAD CFM CUBIC FEET PER MINUTE MBH THOUSAND BTU PER HOUR Y SIDEWALL SPRINKLER HEAD FC BALANCING VALVE CFS CUBIC FEET PER SECOND MECH MECHANICAL ® FLOW CONTROL VALVE YEARS [F CLG CEILING OR COOLING MFR MANUFACTURER FLOW SWITCHNI & FORWARD CONC CONCRETE MIN MINIMUM DC 5 SUPERVISED SHUT-OFF VALVE LA SOLENOID VALVE TIGARD TUALATIN SCHOOL CONN CONNECT(ION) MISC MISCELLANEOUS DPV LA PRESSURE REDUCING VALVE DISTRICT CONT CONTINUE( )(DATION} MTD MOUNTED DRY PIPE VALVE ASSEMBLY MAV QAAV AIR VENT(MANUAL/AUTOMATIC) TEMPLETON ELEMENTARY SEISMIC UPGRADE CL CENTERLINE NC NORMALLY CLOSED pPAV PRE-ACTION VALVE ASSEMBLY RELIEF VALVE DDC DIRECT DIGITAL CONTROL NIC NOT IN CONTRACT DEFL DEFLECTION NO NORMALLY OPEN iYI STRAINER 9500 SW Murdock St. DN DOWN OAD OUTSIDE AIR DAMPERTigard, OR 97224 DP DEW POINT OC ON CENTER DISTANCE SYMBOLS I STRAINER W/BLOWDOWN DWDI DOUBLE WIDTH DOUBLE INLET OSA OUTSIDE AIR DV DRAIN VALVE DWG DRAWING PH PHASE y, HB HOSE BIBB EA EXHAUST AIR PP POLYPROPYLENE � / EAD EXHAUST AIR DAMPER PSI POUNDS PER SQUARE INCH (i ) ACCESS PANEL n CAP EXISTING I CAP FOR FUTURE �jWH WALL HYDRANT EAT ENTERING AIR TEMPERATURE PVC POLYVINYL CHLORIDE BELOW GRADE/ FLOOR ® RELOCATE EXISTING © GH GROUND HYDRANT EDB ENTERING DRY BULB PVS PVC COATED STEEL F&T11B EFF EFFICIENCY R (RAD) RADIUS CONNECT TO EXISTING n REMOVE EXISTING STEAM TRAP EFT ENTERING FLUID TEMPERATURE RA RETURN AIR Q ELEC ELECTRIC(AL) RAD RETURN AIR DAMPER O EXISTING TO REMAIN n NOTE i PRESSURE GAUGE ELEV ELEVATION REV REVISION -r ENGR ENGINEER RH RELATIVE HUMIDITY PRESSURE/TEMPERATURE TEST PLUG EQ EQUAL RPM REVOLUTIONS PER MINUTEIf' EQUIP EQUIPMENT SA SUPPLY AIR �+ THERMOMETER ESP EXTERNAL STATIC PRESSURE SCFM STANDARD CUBIC FEET PER MINUTE MISC. FITTINGS & SYMBOLS Q EWB ENTERING WET BULB SD SMOKE DAMPER FLOW SWITCH EWT ENTERING WATER TEMPERATURE SECT SECTION I- DIRECTION OF FLOW T TEMPERATURE TRANSMITTER EX EXTRACTOR SENS SENSIBLE I.- DIRECTION OF SLOPE �]S (SIZE) SHOCK ARRESTOR EXH EXHAUST SIM SIMILAR _ � EXIST EXISTING SP STATIC PRESSURE — PIPE SLEEVE �-,"a VACUUM BREAKER EXP EXPANSION SPEC SPECIFICATION C REDUCER WFM F DEGREES FAHRENHEIT SQ SQUARE ANCHOR RPBA WATER FLOW METER FC FORWARD CURVE SF SQUARE FOOT(FEET) XREDUCED PRESSURE BACKFLOW ASSEMBLY FIG FIGURE SQ IN SQUARE INCH(ES) ELBOW(90°) DCVA DOUBLE CHECK VALVE ASSEMBLY FILT FILTER SS STAINLESS STEEL S ELBOW(45°) DCDA DOUBLE CHECK DETECTOR ASSEMBLY FLEX FLEXIBLE STL STEEL ; r ; TEE BWV N BACKWATER VALVE FPD FLUID PRESSURE DROP STRUCT STRUCTUR(E)(AL) I ; CROSS UG UNDERGROUND GATE VALVE W/BOX FPM FEET PER MINUTE SWP SINGLE WALL PLENUM PIV FPS FEET PER SECOND SWS1 SINGLE WIDTH SINGLE INLET T-T LC UNDERGROUND GATE WJPOST INDICATOR FT FEET/FOOT TEMP TEMPERATURE PIPING CONNECTIONS OUTSIDE SCREW&YOKE FTR FINNED TUBE RADIATOR TSP TOTAL STATIC PRESSURE FU FIXTURE UNIT TYP TYPICAL 1 JOINT OR COUPLING POINT Y PATTERN BOILER BLOWDOWN VALVE FUT FUTURE V VOLTS cic UNION NON-RETURN STOP VALVE FV FACE VELOCITY VD VOLUME DAMPER II FLANGED CONNECTION DQUICK OPENING BOILER BLOWDOWN VALVE GA GAGE/GAUGE VEL VELOCITY GAL GALLON VERT VERTICAL ] CAP GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE II PLUG OR BLIND FLANGE GLY GLYCOL VTR VENT THROUGH ROOF O RISER GPH GALLONS PER HOUR W WIDTH o ELBOW UP GPM GALLONS PER MINUTE WG WATER GAUGE H HEIGHT WPD WATER PRESSURE DROP D ELBOW DOWN HORIZ HORIZONTAL WTD WATER TEMPERATURE DROP 0 TEE UP HP HORSEPOWER WTR WATER TEMPERATURE RISE TEE DOWN HTG HEATING W/ WITH I HORIZONTAL TEE ID INSIDE(DIAMETERJDIMENSION) W10 WITHOUT r_11 FLEXIBLE CONNECTION ofBALL JOINT DEMOLITION LEGEND 'SMG MECHANICAL COUPLING HEAT TRACE t = = _ _ REMOVE EXISTING DUCT _ — — _ -4 REMOVE EXISTING PIPE Issue Revision Date 100%CD Set 0312112018 NEW AND EXISTING WORK + t q II EXISTING DUCT WORK NEW DUCT WORK RFERENCE ON L�.MIT S NOT APPROVED WITH TH EXISTING PIPING NEW PIPING SYMBOLS, LEGENDS & ABBREVIATIONS - FIRE PROTECTION Scale NONE Date 2018/03/21 Sheet No. FPOOI d GENERAL NOTES: 0 NOTES: A. CONTRACTOR TO MAKE THEMSELVES FAMILIAR WITH RECORD 1. PROVIDE NEW QUICK RESPONSE, FULLY RECESSED TYPE SPRINKLER d e c a DRAWINGS AND SITE CONDITIONS FOR TOTAL DEMO SCOPE. THIS SHEET HEADS WITH POLISHED CHROME COVERS AND BRANCH PIPING AND architecture . i n c INCLUDES GENERAL SCOPE NOTES AND AREAS OF WORK. ALL EXISTING CONNECT TO EXISTING SPRINKLER MAINS IN FINISHED AREAS AS CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. REQUIRED FOR COMPLETE COVERAGE IN ACCORDANCE WITH NFPA 13 935 SE Aider Street : Portland Oregon 97214 AND LOCAL FIRE MARSHAL REQUIREMENTS. tel 503 239 1987 fax 503 239 6558 deca-inc-con B. PATCH AND REPAIR ALL OPENINGS MADE BY REMOVALS. C. ALL MATERIAL ACCUMULATED DURING THE DEMOLITION PROCESS IS PA E IR. THE OWNER'S PROPERTY AND SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF AS DIRECTED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE. D. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, SPRINKLER PIPING, STRUCTURALtill AND GENERAL ARCHITECTURE. E. FIRE PROTECTION SYSTEM SHALL REMAIN OPERATIONAL OR FIRE YEARS WATCH SHALL BE MAINTAINED THROUGHOUT ENTIRE CONSTRUCTION. & FORWARD TIGARD TUALATIN SCHOOL F. PROVIDE SPRINKLER HEADS AND REVISE HEAD LOCATIONS AND PIPING DISTRICT LAYOUT TO PROVIDE TOTAL COVERAGE PER NFPA 13. COORDINATE NEW SPRINKLER HEAD LOCATIONS WITH ARCHITECTURAL CEILING PLANS AND TEMPLETON ELEMENTARY SEISMIC UPGRADE CEILING MOUNTED DEVISES AND DIFFUSERS. COORDINATE SPRINKLER TYPES (PENDANT VS UPRIGHT) IN AREAS WHERE CEILINGS HAVE BEEN REMOVED OR WHERE CEILING TYPES HAVE CHANGED. PROVIDE NEW 9500 SW Murdock St. SPRINKLER HEADS AS REQUIRED AND CONNECT TO EXISTING SPRINKLER Tigard OR 97224 MAINS. T 2 (i) ® 5 ® ® ® ® 10 11 I I I ! I I Hall I I I ! I I ! ! I U Men's Restroom — — __ I a I� — I F I ! 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