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Plans (24) M EC2019-00261 1 50 I 40 I 30 I 20 1 10 I 0 L 6 6 BORA -'..- Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503,226.1575 www.bora.co . ' _, '� _ �"" - v4 • ,* ,i • ,._ w-- -_� - ��` *II' RECEIVED r f�. y 4 • �► .�`_-• � 1. APR 18 2019 CITY OF TIGARD , T • 1 s4r i. •p t . _ ..+�. ,� BUILDING DIVISION u11014Lrite : • , . ' .A", - 41 AO* * * 0 $11 a_ a Y .7„,,,,7- 1 y A ♦ - •, .. ,. s '7< _- - • ,` , - f mss'+ l', - .u►k .rr +.-7,...,,,,. t, } , '.- ,. , Hy - . # . _ : ,..4% ♦'y - 41:11,44:-..:14:-:#11 As w . 111116 7. , ip I *. li, 4 ail" . . • • , - pgridic.-. 41. r ' ...110P 114 1111 - fir _ltr '-," "` _ - - S I . -� •'� ■. -6, X�.. « - .. Fri .pei ,,,,-„,..„ ..... ei, . . . .. .. , . ... . • . „, f in- 't res * ' f ' r t • . i^r ` • Amo ' ---' ~ 4 . . . _ , ...,.. sir, -44.'" .. _ . 44 — 4. • I %11, N C YA.` ` ' s 11 _ _� JOHN W. O OOi E aAll 1 ! % F. ail ' - �! 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Lb.' .,•ter iNg r ,t Suite#: By: —L Date: : ? s-2 1 THE ACTIVATECTOR SHAD N OF A T MARY WOODWARD ELEMENTARY _ :15:11 OKDETCTlVATESUPIERVSORYDAUDIBLEIGNAL ATE LOCAT pNLY ATTEND MARK DATE DESCRIPTION OMSC 646.4.1 — 2 0 1 9 RENOVATION Issued: 12/21/2018 Scale: VALIDITY OF PERMIT THE ISSUANCE OFA PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION Copyright 16015 1 OF ERRORS. OSSC 105.4 BID/PERMIT SET 0 COVER N e.i O N 50 1 40 1 30 I 20 I 0 I I , C S 1 * D I 50 I 40 I 30 I 20 I 10 I 0 SHEET INDEX: Sheet Number Sheet Name Sheet Number Sheet Name GENERAL PLUMBING CS1.D COVER P111.D PLUMBING DEMO PLAN G001.0SHEET INDEX&NOTES P121.D PLUMBING PLAN G101.D WOODWARD CODE ANALYSIS PLAN P200.D OVERALL PLUMBING PLAN 6P600.D PLUMBING LEGENDS AND SCHEDULES 6 STRUCTURALBORA S100.0 GENERAL STRUCTURAL NOTES AND SHEET INDEX MECHANICAL 5101.0 SPECIAL INSPECTIONS M111.D MECHANICAL DEMO PLAN S102.0 TYPICAL DETAILS M121.D MECHANICAL PLAN S201.0 PARTIAL FOUNDATION PLAN M131.D MECHANICAL ROOF PLAN S202.D PARTIAL ROOF FRAMING PLAN M200.D OVERALL MECHANICAL PLAN-ALTERNATES S400.D DETAILS M500.D MECHANICAL CONTROLS Bora Architects, Inc. M600.D MECHANICAL LEGENDS AND SCHEDULES 720 SW Washington, Suite 800 ARCHITECTURAL M601.D MECHANICAL LEGENDS AND SCHEDULES Portland, Oregon 97205 AD111.D DEMOLITION PLAN-ENTRY/ADMIN AD131.D DEMOLITION RCP- ENTRY/ADMIN ELECTRICAL 503.226.1575 A001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS& NOTES E100.D ELECTRICAL COVER SHEET A002.BD WALL ASSEMBLIES&DETAILS 1 CEILING ASSEMBLIES E101.D FLOOR PLAN -ELECTRICAL DEMO www.bora.co A101.D FIRST FLOOR PLAN E201.D FLOOR PLAN-LIGHTING A102.0 ROOF PLAN E300.D OVERALL FLOOR PLANS- POWER A111.D FLOOR PLAN-ENTRY/ADMIN E301.D FLOOR PLAN-POWER A131.D REFLECTED CEILING PLAN-ENTRY/ADMIN A201.D EXTERIOR ELEVATIONS&PARTIAL SECTIONS TELECOMMUNICATIONS A251.D INTERIOR ELEVATIONS T000.D TELECOM COVER SHEET A451.0 HEALTH ROOM TOILET PLANS&ELEVATIONS T101.D FLOOR PLAN-TELCOM DEMO A452.D TOILET PLANS&ELEVATIONS T201.D FLOOR PLAN -TELECOM-CEILING A511 DOOR&RELITE DETAILS T300.D OVERALL FLOOR PLAN-TELECOM A514 WINDOW DETAILS T301.D FLOOR PLAN -TELCOM A515 ROOF DETAILS A591 CASEWORK DETAILS A601.0 DOOR&SIGNAGE SCHEDULES 5 5 PROJECT TEAM: - • CLIENT: STRUCTURAL ENGINEER: f TIGARD-TUALATIN SCHOOL DISTRICT NISHKIAN DEAN JOHN W. 0' OOZE Superintendent Sue Rieke-Smith Robert Aman, PE,SE �'J+'l 6960 SW Sandburd St. 1022 SW Salmon St Suite 300 ' - ' Tigard, OR 97223 Portland,OR 97205 POR ' D, OREGON 503-445-8687 robeman@nishluan.com 3529 'SOF o OWNER'S REPRESENTATIVE: MECHANICAL & PLUMBING ENGINEER: 4 DAY CPM SERVICES, LLC MFIA, INC. 4 Debbie Pearson Takako Baker, PE �+ Sr. Program Manager 2007 SE Ash Street 0 -2 2 c N 503-969-5454 debbie.pearson@otak.com Portland,OR 97214 • G3 U v r(3', 503-234-0548 takako.baker@mfia-eng.�n 3 t Juliet Jacobsen L 3a-' 76 c o Project Coordinator }, g 503-984-6801 julbet.jacobfien@otak.com ELECTRICAL ENGINEER: �+ °' M ` MFIA, INC. ❑ g E Ig ARCHITECT: Robert L. Connell, PE w 2007 SE Ash Street BORA ARCHITECTS, INC. Portland,OR 97214 503-234-0548 robert.connell@rnfia-eng.com 0 Principal in Charge: John O'Toole,AIA otooiej@bora.co 0 TELECOM / LOW VOLTAGE: Design Principal: Christopher Linn,ALA ma Jinn@bara.co MFIA, INC. Project Architect: Mark Schopmeyer,ALA Gary Acovnik schopmeyer©bora.co 2007 SE Ash StreetCii) Portland,OR 97214 Specifications: Mike Manzi, RA,CSI,CDT 503-234-0548 gary.adovnik@mfia-eng.com Manzi@bora.co C •MINN Project Team: Eve Fagenstrom,ALA COST ESTIMATOR: 4m. fagenstrom@bora.co ACC COST CONSULTANTS, LLC Ca Kayce Joyce, IIDA Terrance Walton Joyce@bora.co 8060 SW Pfaffie Street,Suite 110 3 CU 3 Tigard, Oregon 97223 Conor Sass 503-718-0075 terryw@archc,ost.com M Sass@bora.co Film I I VICINITY MAP: •I limm s a ` It I . '� � _ - ,.- 11 � -mow: a q Alif ,• 4 :. r'E.s 1, ' a .. - - . a -: 3 i' ' ' a� -�.. � ' . ' riot olio, V4 . ....: X • 'P0.' # k � y.. ',: r.el ,. ye _ 7 - 440e0a, .4tillts' I .rte £ 2 '� - . r 2 . tuggimpor J - r A 7t 16,....:: 141 = 4 x � t I MARK DATE ISSUED TO DESCRIPTION , - A1:�_ri.i411l. ill f Issued: 12/21/2018 } t , 1 :, . Scale: 12" _ 1,-0„ - j{ lit A '1 ' a.:.. .- ' f , ept't �`"w�S, .. - 4 - M + • Copyright 16015 1 1 " BID/PERMIT SET • r" d SHEET INDEX & NOTES a 1 �: f _ G001 . D r 1 50 1 40 I 30 I 20 I 10 I 0 1 50 I 40 I 30 1 20 I 10 I 0 I CODE INFORMATION: PROJECT DESCRIPTION MARY WOODWARD ELEMENTARY SCHOOL WAS BUILT IN 1978. THE GYM/MUSIC APPLICABLE CODES&STANDARDS AREA, ENTRY CANOPY AND THE SOUTHWEST CLASSROOMS WERE ADDED IN 1988. 2014 OREGON STRUCTURAL SPECIALTY CODE(2012 IBC WITH AMENDMENTS) ALLOWABLE FLOOR AREA THIS PROJECT INCLUDES A 3,850 SF RENOVATION AND A SEISMIC UPGRADE ADD 2014 OREGON MECHANICAL SPECIALTY CODE(2012 IMC WITH AMENDMENTS) ALTERNATE. THE RENOVATION INCLUDES MOVING THE MAIN OFFICE AND ALLOWABLE AREA PER STORY 1997 UBC ADMINISTRATION FUNCTIONS TO BE ADJACENTTO THE MAIN ENTRY,ADDING A 2014 OREGON PLUMBING SPECIALTY CODE(2012 IPC WITH AMENDMENTS) EXIT&EXIT ACCESS: SECURE VESTIBULE, PLACING ONE CLASSROOM WHERE THE EXISTING 2014 OREGON ELECTRICAL SPECIALTY CODE (2012 NEC WITH AMENDMENTS) BASE ALLOWABLE PER CONSTRUCTION TYPE V-B 9,100 2014 OREGON FIRE CODE THE REMODEL WORK WITHIN THIS SET OF DOCUMENTS DOES NOT CHANGE THE ADMINISTRATION ROOMS ARE,AND A MINOR REMODEL TO THE EXISTING US ADAAG ACCESSIBILITY GUIDELINES FRONTAGE INCREASE (§505.1): 9,100 X 1.00= 9,100 EXITING OF THE BUILDING. REMODELED AREAS DO NOT CHANGE THE OCCUPANCY RECEPTION AND OFFICE AREA TO FUNCTION AS COUNSELING ROOMS, PLUS TILE SPRINKLER SYSTEM INCREASE(§505.3 (9,100+9,100)X 3=54.600 SF TYPE AND IN EFFECT DO NOT CHANGE THE ORIGINAL OCCUPANT LOAD. EXISTING FINISH REPLACEMENT AT THREE EXISTING TOILET ROOMS 6 ACTUAL BUILDING AREA PER STORY(TYPE V-B) TOTAL EXITS ARE MAINTAINED THROUGH OUT THE BUILDING. 6 BORA OCCUPANCY(CHAPTER 3) ZONE A 50,724 SF MAXIMUM COMMON PATH OF TRAVEL(§ 1014): ZONE B-GYM 8,098 SF 75'-0"(W/SPRINKLERS) BUILDING CLASSIFICATION: EDUCATIONAL EXIT ACCESS TRAVEL DISTANCE(§ 1016): ASSEMBLY A-3 A, E OCC.250`-0"(WI SPRINKLERS) BUSINESS B FIRE RESISTIVE REQUIREMENTS(TABLE 601) EDUCATIONAL E DEAD END CORRIDOR(§ 1018): Bora Architects, Inc. TYPE V-B MAX LENGTH 5Y-0" NOTES: PRIMARY STRUCTURAL FRAME: 0 HRS 720 SW Washington, Suite 800 1: A/E-OCCUPANCY SEPARATION NOT REQUIRED(TABLE 508.4) BEARING WALLS-EXTERIOR: 0 HRS Portland, Oregon 97205 2. SEPARATION BETWEEN NE&B IS NOT REQUIRED BY SECTION 508.2. THE BEARING WALLS- INTERIOR: 0 HRS CODE LEGEND 503.226.1575 ADMINISTRATION B OCCUPANCY IS LESS THAN 10%OF THE BUILDING AREA AND NONBEARING WALLS&PARTITIONS- EXTERIOR: 0 HRS IS ACCESSORY TO THE EDUCATION OCCUPANCY. NONBEARING WALLS&PARTITIONS- INTERIOR: 0 HRS FLOORS AND FLOOR/CEILINGS: 0 HRSWWW.bora.co ROOFS AND ROOF/CEILINGS: 0 HRS ROOM/OCCUPANCY LABEL _ CONSTRUCTION TYPE(CHAPTER 6) OCCUPIED AREA TYPE V-B OFFICE' ROOM NAME 1 170 SF B -- OCCUPANCY CLASSIFICATION NOTE: SOME SPACES MAY BUILDING HEIGHT(TABLE 503) 1 15 SF 12 -,j--- OCCUPANT LOAD NOT UTILIZE ALL ASPECTS ALLOWABLE ACTUAL - OCCUPANT LOAD FACTOR OF THE TAG. HEIGHT ABOVE GRADE PLANE(TYPE V-B): 40'-0" 22'-0" STORIES ABOVE GRADE PLANE(TYPE V-B): 1 STORY 1 STORY 5 BUILDING EXIT SYMBOL 5 , EXISTING EXIT(CAPACITY UNCHANGED) CLASSROOM CLASSROOM CLASSROOM CLASSROOM EXIT SIGNAGE SYMBOLS 18 19 20 21 H • . r Z (111;) III) n I r r - L . . , • , „its,. • , JOHN W. O'TOOLE _ CLASSROOM CLASSROOM 4P111 CLASSROOM CLASSROOM L 17 25 24 22 . POR\ • �� D, OREGON • . ,,_, CLASSROOM = CLASSROOM 11 12 A. � 3529 , . - _ OF Og ii . . ,, 4 . II o "' ATRIUM 0 T2 0 CLASSROOM •m CB v .E EIN rt CLASSROOM CLASSROOM 27 CLASSROOM401. O ro Y aai CLASSROOM B 16 26 23 c o` 10 1AJ ii 4 ir. •■wm aa)i mco B G CI w --. _], _ _ G � r 0 mm4 11 CLASSROOM I ATRIUM Y-,. 9 OFFICE 0 LIBRARY 29 Cil) . _ CLASSROOM ACTIVITY ROOM OFFICE 30 31 C I 1 � It� J 39 � T � T •� l� E OCCUPANCY ZONE A n .__u_ — 50,724 SQ. FT. cic, t _ 3 CLASSROOM _ CLASSROOM - 1: Ph---r , , RESOURCE ROOM 3 CO •---- _ .-- 12915 SF B I A3 OCCUPANCY ZONE B M 8,098 SQ. FT. CONF. RM • CLASSROOM 1111 279 Sr B 8.20 SF E 15 SFr-20 = 20 SFF-44� CLASSROOM ll 73 32 - ---_ C GYM - (.1.".m. WORKROOM BOYS " ; E - 351 SFS B .-� - . _ .,� W-T4B C' CD t00sF�4 COUNSELING; OFFICE JANIT _. -.��-a B G � i ; D111 D112 -- l RR I J.`N. 1 , _�� •� � 1 - CLASSROOM ` J J__, LOBBY 6 BOYS _ GIRLS r 1_ EXIT 1 r--..' --- W-17B W-T7G r IL ( 1 S FT•7iarr ? a 1- I \ VESTIBULE • _i L_It.J11. (6, C' 1 TOI �_ _. ,, MUSIC G B STORAGE a� J�__ CAFETERIA - CLASSROOM HEALTH RM I I KITCHEN CLASSROOM 1 166 SF B --1� 4n*. - 5 4 (" 1005F1--2 Ill • Ci2CLASSROOM 2 D189 7-- 1i r 'L J ›- 4 q c- r , 9 4 I PRINCIPAL RECEPTION/ADMIN o 1164 SF B 1_587 SF B '- . a 1008FE2 ` 100 SF�7 �� c 4 t. Li MARK DATE DESCRIPTION Issued: 12/21/2018 — Scale: As indicated • a- 0 0 -- 0 NOT IN SCOPE A A Q - nJ Copyright 16015 1 1 BID/PERMIT SET m N WOODWARD CODE cN 1/4,) ANALYSIS PLAN ,_ 01 FIRST FLOOR CODE ANALYSIS PLAN o ch S1/16" = 1 -0" N I 1 50 1 40 I 30 I 20 1 10 1 0 I 50 I 40 I 30 I 20 I 10 I 0 I a) €1.9 0 42 4101 -D 1 e 41r1,) €1 ! 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OF 3) vai I �' � 1 C- , � X I ii 1 1 1 1 ' j I �� II N + ILie � _ I. /)D1I ; D112 1 1 250CFM h OFFICE ! , , I ' (TYP. OF 3 ii ,CONNECT NEW SATO 100FM . , I :GI(E) SATONEW r 70 •v I � I �� . DIFFUSER/GRILLE. `.� 1 ! 1 , r ���,1 6"� SA II 1 (E)SA UP TO MEZZ , .� I , �` �`�s . (ZONE 202) _ r I _ _ ____ _ ____ _ _____ _ _ _____ _ _ _ �. _ _ _ ____ _ _ _._._ _ —_ .____ s _.____ _ _ __ _ _ .____:_. _ ____ _ _ _ '�,F �E► -6 - ------ - - - - _..- CONNECT NEW SA TO , ' ""..,- ,_ I 2 I- 1 - - I ---E� y 8w I r�,J r �- i--1 I Ko (E) SA (ZONE 202). 0 0 0 8 o " I 1 E 'EXPIRES: 12131/191 I - C� 0 o c� N I 1 O ORA 5\ A { I - N N N N .1 :Al 350CFM 7 ! ,r. E I i 1 /\ 801sAe IIP1 4 4 I Ti{ / CONNECT NEW SA TO r �- `J� 175dCFM0 f 1 IIP . �. 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COORDINATE ROUTING W/ NEW SKYLJGHTS. c I ri .,.. _{ I1 •_ 2. CONNECT (E)RA DUCT TO NEW RA AND ROUTE TO NEW GRILLE. I 3. LINED 28x12 SA/RA UP THRU ROOF TO RTU-1. J I 1 4. 12X4 RA DN IN WALL TO LOW WALL RETURN GRILLE. I , I - --- 5. 20X10 RA DN IN CHASE TO LOW WALL RETURN GRILLE. LJ (VAV-2) NAV 3) 6. CONNECT (N)RA DUCT TO (E)RA MAIN. 7. 16X16 SUPPLY DIFFUSER/RA GRILLE. PRICE PDMC FOR SUPPLY ' I AND PDDR FOR RETURN, OR APPROVED EQUAL. I 150CFM T 10X6 RA. 8. 36" LINEAR SLOT DIFFUSER WITH (2)1/2" SLOTS AND 6" INLET. , Og 8X6- SA ©6"A.F.F. 0 37OCFM 10 37OCFM 1a 1 370CFM PRICE SDB SERIES OR APROVED EQUAL. 150CFM (TYP. OF 2) 12X$ SA� 111OCFM 12X8 SA\•=7 12X$ SA 9. SET SIDEWALL GRILLE BLADES TO 0 DEGREE DEFLECTION. 0850CFM ( OF 2) 10X4€3 RA 10. SET SIDEWALL GRILLE BALADES TO 22.5 DEGREE DEFLECTION. I 11. RELOCATED T--STAT. -- ---- -_ . .� 4 I 4.,- _ - :. U ... 1 / a 12. 12X12 DIFFUSER/GRILLE FOR HARD LID CEILING. 71 I �i _ - � � '� AV- 1'AV-5. { 13. 6X6 DOOR TRANSFER GRILLES ® 6 A.F.F. 1 0107 w 1WORKROC M: 1 T " NAV-1) ' �■1�! c, 1 I P 1 I .. `� � � I �� I 12x 0 SA ~ 8"O SA li0"0 SA 2 I 1 _,- D1fl5 i ►1 - �� * 2x8`"5 I� �"`_ "" HEALTH RM 870 >, r A f �,�-� 8' ,15QCFM i �� _ p.e E RA ! 8"0 RA 1 I20CF , 160CFM , _ • 8 §A 120X 10 SA I - u I 12X6 RA .s r .- I I " t D110 11116w, . �I 1 06 A.F.F. I I �I� ' I �1I_� 14X12 SA STAFF # III 1 ....4 1 I \ TOILET _ ` 12 I ,SEE. FOR CONTROLS. I.._.. A . 120CF 50� 1 1 12X1 ORA _ 10x8 f XH _ 1 1 ' .'�► ' wr 12X12RA � w ! �I� i 18l� I SEE 3 FOR CONTROLS. MARK DATE DESCRIPTION 11 8: ISA ?.aOCF 6_.OEAD104 1 I © i ! 100CFM _ �,_ y .—. PRINC PAL I �_. 60 "' 16-OCFM ! - I � ill � �' ! � L ` I �.';:�11■ Tt-i; ! i LINED Fnx12 SQ ` I,li _ v1 1 Issued. 12/21/20 I I �\ � I LINED 14-x10 -.dI �� LIN D 112x 3-RA- IW. . PIH---/) — t Scale; As Indicated 410 _ _ __g____--- - _.�__ _ �__._ _�... __ _ ,,_ .-- - - •----- _ - - -�__._. _ - ---�-� _ - ------ - _ 411 Drawn By: --- I I I ' D10611 a ,SEE 2 FOR CONTROLS. 8"O EA UP THRU I Reviewed --- -TOILET 501 ROOF TO RELIEF HEAD. By: { I I I�► r.' rJ 'r- 6"1EA ' I 0 1OOI,FM SEE 50 FOR CONTROLS. File: I 121F7. I I o E 1-1 2"G ® 2PSI UP 16015 I I - 18x10 LINED RA I ON EXTERIOR WALL TD I , I I ROOF. SEE M131D FOR CONTINUATION. BID/PERMIT SET 41P e RELOCATED GAS METER , PRV. ETC. di I2 COORDINATE WORK WITH NW NATURAL. a _ MECHANICAL PLAN 1 MECHANICAL PLA N -- MARY WOODWARD ES WOODWARD ES 1. 121 .D SCALE:1/4 -0 ca. Q 11/I 1 2 1 . D 50 I 40 I 30 1 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 1 0 I f. GAS CALCULATIONS N (E)B-1 399 MBH (E)B-2 399 MBH (E)B-3 399 MBH (N)RTU-1 120 MBH — NEW EQUIPMENT V AL 1340 MUH — NEW LOAD; COORDINATE WITH NW NATURAL. 6 TOTAL DEVELOPED E 33U�IV. PIPE LENGTH = 125 FT 6 BORA MINS MAINE PIPE4=214-1/4 , 2(E)MAIN 1.0 PS/2,�D. NEW PIPE TO (N)RTU-1: TOTAL DEVELOPED EQUIV. PIPE LENGTH = 50 FT OMSC TABLE C402.4(3), 0 2PSI, 1.0 PSI P.D. MIN PIPE = 1/2" Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co — MConsulting Engineers FJ2007 S.E. Ash St. PortIand1 OR 97214 APUN: 503 234-0548 FAX: (503) 234-0677 [ .m.l[FIA-ENG.COM 3 CONTACT: TAKAKO BAKER og 3 3 3 3' z 3 it! 5 I I I I 1 I I t 1 1 1 # I 1 5 I I I I I I I I II 1 ! 1 I 1 f E I I I I 1 I # i I 11 I I I ! 1I 1 f I 1 I I I i I ! -- —� _ ___ ________ ____ __ _ „,,I, r r --i- 2 1 I i 111 1 1 1 I I I I I I I 1 1 1 1 1 1 I 1 s i 1 , , I I I1 I 11 I 1 i I 1 I I : 1 1 ! [ I I I 1 1 I I I 1 I i a=pi! '4.., __1. .___. _._ ... ___r ____ _______________ __T __________ _ _____.__ __r_ ____ _7___ ____i___ __ _ __ _ __ . . 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I I D I I 1 I I I dip Q 1 I _ I � _ _ _ 0 1 -� 0 � -- ------- -- , 4 - _ + ■�1I11�Iu111IIII 4 I I I I D I ,,, I I I I IW co }� L 1 , 6 I € ! t t € ! I 1 1 c 1 I 1 I I ':1-) I I I I I .0 Mi c w c I 1 = 11 o o I 1 ! ! € ! 1 € t I pN DDC I oe---- _ , __ . . _ , -7---- ! ... -_,--7- ii --4-- 1 - - --------- 42 CI) t. E §j N I I mil ' -®MK-T - .1 1-7 1 0 0 i I_ ciDo I N I B 1 31 L_J 1 1 I I I I I 1 ! , rv It 9120 LU ..�. �► " , I % ® ri ��, � f24X24 RELIEF - t,_ _ i ____ 9I EF © 42 rw-s rifts O © ©© ' .: ' -, ° - 4 DAMPER FOR _ 2 L. ii 0 , efrio ° 2 ec 1- 1 [.. I 1 '� - m O I I � 1 I ,. I ; - - ii , k ASU-, t e T (ASU--B) e 0 ‘1V Z el L-1E2 MI - ' 42 ----€3- _ 1 I F / Jt! 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CONFIRM VALVE CONFIGURATION PRIOR TO SUBMITTAL ALL ASSOCIATED PNEUMATIC PIPING AND CONTROLS. CONNECT UH-07 1.5 2 MODULATING 2. REMOVE PE SWITCH AND OPERATE FAN DIRECTLY FROM DIGITAL CONTROLS. PROVIDE RIB OR STARTER FOR 120V UNIT AS REQUIRED. WHERE DAMPER IS NOTED ON THE NEW ACTUATOR / DDC DEVICES TO EXISTING JCI SYSTEM IAT BOILER 80 3 MODULATING MARK DATE DESCRIPTION PLAN, REPLACE EXISTING PNEUMATIC ACTUATOR WITH DIGITAL DAMPER ACTUATOR. CONTROL PANEL. ALTER PROGRAMMING AS REQUIRED FOR THE 3. REMOVE (E)PE SWITCH AND OPERATED ELECTRIC WATER HEATER AND ASSOCIATED RECIRC PUMP DIRECTLY FROM DDC. NEW DIGITAL DEVICE, 4. PROVIDE DIGITAL DAMPER ACTUATOR. CONNECT NEW ACTUATOR TO EXISTING JCI SYSTEM CONTGROL PANEL. ALTER PROGRAMMING AS REQUIRED FOR THE NEW DIGITAL DEVICE. 2. CONTRACTOR FIELD VERIFY DAMPER AND VALVE SlZES/TYPE EQUIP TAG SA AIRFLOW RA DAMPER OSA DAMPER MIN OSA RELIEF DAMPER NOTES 5. REMOVE PE SWITCH AN DOPERATE ELECTRIC HEATERS DIRECTLY FROM DIGITAL CONTROLS. PROVIDE RIB OR RATED CONTACTOR FOR 120 V OPERATION AS REQUIRED. PRIOR TO SUBMITTAL (CFM) (WXH) (WXH) DAMPER (wxH) Issued: 12/21/201 Remaining items all 6. - 3. REMOVE (E)PNEUMATIC TEMP SENSOR AND REPLACE WM-I NEW (WXH) Alternate #2 ) 7. REMOVE (E)PE SWITCH AND OPERATE FAN DIRECTLY FROM DDC. FOR HW UNIT, RETROFIT HEATING COIL VALVE WITH DIGITAL ACTUATOR KIT. SENSOR. COORDINATE WALL PATCH WITH ARCHITECT WHERE 8. PROVIDE DIGITAL DAMPER ACTUATOR FOR MULTIZONE DAMPERS. OF ZONES SHOWN ON PLAN. REPLACE (E)PNEUMATIC T-SENSOR WITH (N)DIGITAL SENSOR. (E)SENSORS ARE REMOVED. ASU-1 75130 CFM 30X30 30x22 30X8 Scale: As Indicated '4NDEN CT Ter(E)D111111MIFFSEE M131 FOR ROOF MOM ALT #1) 4. CONTROLS CONTRACTOR TO FIELD VERIFY EQUIPMENT LOCATION ASU-2 8000CFM 72X16 72X12 72X4 72X16 10. REMOVE (E)PNEUMATIC DAMPER ACTUATOR AT STEAM AND STOVE HOODS (EF-5 & EF-6) AND REPLACE WITH DIGITAL DAMPER ACTUATOR. ALTER PROGRAMMING AS REQUIRED AND EXISTING CONDITIONS TO ENSURE ALL SYSTEMS CURRENTLY ASU-3 7000 CFM 60X18 60X14 60X4 60X18 Drawn By: --- FOR THE NEW DIGITAL DEVICE. ON PNEUMATIC SYSTEM ARE UPGRADED TO DIGITAL CONTROLS. ASU-5 6000 CFM 55X12 55X8 55X4 55X12 11. (E) BY-PASS VAV BOXES.PROVIDE NEW CONTROLLER. NEW CONTROLLER TO ACCOMODATE FUTURE VAV BOX WITH REHEAT, FLOW MEASURE, ETC. Reviewed -- 12. (E)FIRE SMOKE DAMPER - REMOVE (E)PNEUMATIC DAMPER ACTUATOR AND REPLACE WITH NEW DIGITAL ACTUATOR. ADD ALTERNATE SCOPE OF WORK: ASU-6 1300 CFM 203(14 20X14 10X16 ZONE DAMPER ASU-7 2140 CFM 16X16& 16X18 BYPASS DAMPERS (2) DAMPERS TO EF-5& 6 HOODS, SEE BELOW By: 13. REMOVE (E) PE SWITCH AND OPREATE PUMP DIRECTLY FROM DIGITAL COTNROLS. File: }5 14. PROVIDE DIGITAL OSA DAMPER, FACE/BY-PASS DAMPER TO REPLACE (E)PNEUMATIC ACTUATORS. RETROFIT (E)BOOSTER HEATING COIL VALVE WITH DIGITAL ACTUATOR KIT. ADD ALTERNATE #1: ASU-8 7700 CFM 56X20 60X6 60X16 (2)36X36# *REMOTELY LOCATED IN SPACE I Alternate #1 ,V CONFIRM VALVE SIZING PRIOR TO SUBMITTAL. 1. REPLACE (E)CONDENSING UNITS, ASSOCIATED ROOF CURBS AND DX ASU-9 2000 CFM 30X12 4X24 10x24 24X24* *REMOTELY LOCATED IN SPACE 15. PROVIDE DIGITAL ACTUATOR 0 OSA AND RA DAMPERS TO REPLACE (E) ACTUATORS. RETROFIT (E)HEATING VALVE WITH DIGITAL ACTUATOR KIT. CONFIRM VALVE CONFIGURATION COILS WITH NEW R-410 SYSTEM. Copyright 16015 1PRIOR TO SUBMITTAL. LS TO REMAIN. ADD ALTERNATE #2: ASU-101 10,400CFM 70X22 70X22 70X6 70X22 AHUVAV 1500 CFM NA NA NA NA 1 BID/PERMIT SET 16. (E)DDC CONTROLS 17. REMOVE (E)PNEUMATIC ACTUATOR AT 3-WAY VALVE AND REPLACE WITH DIGITAL ACTUATOR. CONFIRM VALVE CONFIGURATION PRIOR TO SUBMITTAL 1. UPGRADE REMAINING PNEUMATIC CONTROL COMPONENTS TO DDC EF-5 10X6 SA DAMPER IN SA DUCT, INTERLOCKED WITH EF-5 * 18. REMOVE (E)R22 DX COIL AND PIPING TO CONDENSING UNIT AND WITH NEW 8410 DX COIL AND PIPING. (ADD ALTERNATE #1) AND INTEGRATE CONTROLS TO EXISTING JOHNSON CONTROL SYSTEM. EF-6 10X6 SA DAMPER IN SA DUCT, INTERLOCKED WITH EF-6 19. REF PIPING. FOR ADD ALTERNATE #1, REMOVE EXISTING AND PROVIDE NEW TO MATCH EXISTING ROUTING. ALTERNATES e 200D SCALE:1/16"-0" OVERALL MECHANICAL PI PLAN - ALTERNATES m cz. a M200 • D 1 50 1 40 I 30 I 20 1 10 I 0 M200 . DI I 50 I 40 I 30 I 20 I 10 I 0 I 6 CONTROLS FOR VAV TERMINAL UNIT, SEE 1 /M5.00 6BORA COOUNG COIL INPUT OUTPUT POINT DESCRIPTION ALARM PIPING-1 —ELECTRIC HEATING COIL DIGITAL ANALOG DIGITAL ANALOG SPACE TEMP X HWS TYPE OF SENSOR AIR FLOW X Bora Architects, Inc. HWR-4-- ' SENSOR SUBSCRIPT/SUPERSCRIPT DAMPER POSITION X 720 SW Washington, Suite 800 DAMPER SUBSCRIPT/SUPERSCRIPT EQUIPMENT ABBREVIATIONS: DISCHARGE TEMPERATURE X Portland, Oregon 97205 T P'641 - DAMPER INDICATOR P - PUMP503.226.1575 ELECTRIC HEATER X PUMP AIR DIRECTED FAN 1 1 a P- SUMFP - FUP PUMP ECONO ON/OFF X www.bora.co INTO DUCTN) wdi BP - BOOSTER PUMP_ , SPACE OCCUPANCY X ?_ Micl.... ... SFD-1 HWP - HEATING WATER PUMP — — 11-- \-AIR DIRECTED CHP - CHILLED WATER PUMP SPACE CO2 X ELECTRICAL CONNECTION OUT OF DUCT CWP CHRP- CONDENSING- CHILLED A WATER PUMP ER MP 1N4 DAMPER Consulting Ash t. 0 J DUCT CSP - COOLING TOWER SUMP PUMP CONTROLS FOR EXHAUST FANS, SEE 2/M5.00 r '1P d, OR 97214 HEATING COIL SENSOR IN DUCT HWRP - DOMESTIC HOT WATER RECIRCULATION PHN: 234-0548 VFD - VARIABLE FREQUENCY DRIVE INPUT OUTPUT CT - CONTACTOR POINT DESCRIPTION ALARM FAZ -0677 CC - CONTROL COMPRESSOR DIGITAL ANALOG DIGITAL ANALOG v �'IA-ENG.COM CONTACT: TAKAKO BAKER (j) CH - CHILLER START/STOP TYP OF ALL X ? SPACE TEMPERATURE SENSOR CT CURRENT TRANSFORMER CAPPED LINE CT - COOLING TOWER B - BOILER STATUS X EF - EXHAUST FAN 5 5 ©? SPACE PRESSURE SENSOR aM -12+- RF - RETURN/RELIEF FAN MANOMETER - - PUMP CONTROL SUBSCRIPTS AND SUPERSCRIPTS: MZ _ MULTI ONE AIR HANDLER CONTROLS FOR RTU — 1 (*), 3/M5.00 OH SPACE HUMIDITY SENSOR VFD -0- FLOW DIRECTION HP - HEAT PUMP ? P — PNEUMATIC POINT DESCRIPTION READ WRITE READ/WRITE ? E - ELECTRIC VAV AD _ VARIABLE AREA PER FLUME DAMPER BOX DP DIFFERENTIAL PRESSURE SENSOR OCONTACTOR/STARTER SD - SMOKE DAMPER UNIT ENABLE/DISABLE MULTI VALVE PLUMBING ABBREVIATIONS: SFD - FIRE SMOKE COMBINATION DAMPER EXH FAN SPEED X X ? (2) VARIABLE FREQUENCY DRIVE ? CHS - CHILLED WATER SUPPLY H - HUMIDIFIER CHR CHILLED WATER RETURN V - VALVE EXHAUST STATUS X H HUMIDITY SENSOR - ELECTRIC 3-WAY VALVE WH - WATER HEATER CWS - CONDENSING WATER SUPPLYSUPPLY FAN STATUS X BAS - BUILDING AUTOMATION SYSTEM ? ? CWR - CONDENSING WATER RETURN SUPPLY FAN SPEED X HWS - HEATING WATER SUPPLY AIR FLOW ABBREVIATIONS: T TEMPERATURE SENSOR 'SD SMOKE DETECTOR -t OUTSIDE AIR/ECONOMIZER DAMPER POSITION X 2-WAY VALVE HWR - HEATING WATER RETURN HW - DOMESTIC HOT WATER OSA - OUTSIDE AIR RA CO2 X ? ? MOTOR CONTROL CENTER CW - DOMESTIC COLD WATER RA - RETURN AIR LL TEMPERATURE LOW LIMIT SENSOR CO CARBON DIOXIDE SENSOR GPM - GALLONS PER MINUTE SA - SUPPLY AIR RA TEMP X r$ SWITCH, TIMER DB - DOUBLE VALVE OPERATOR EXH - EXHAUSlui AIR DISCHARGE AIR TEMP X �o I 1114`i DISCHARGE AIR PRESSURE X •_ OPE '16 FL FLUID LEVEL SENSOR F FLOW SENSOR LEGE \ DMIXED AIR TEMP X ( , c ' . 1..1- Vi - A HEATING SECTION STATUS X aritt . SMOKE DETECTOR X .4:TKO st*� COOUNG STATUS X EXPIRES: 12/31/191 ALARM CODE X 4 DISCHARGE AIR TEMP SETPOINT X 4 DISCHARGE AIR PRESSURE SETPOINT X .o (*) MINIMUM POINTS TO BE MAPPED TO GRAPHIC 3 2 N ■ -0 o rn c 0 8 co Y w om -1—. � 30cl o SCR° OCCUPANCY SENSOR, DIV 26. 0 W �� ~ T TIE TO CENTRAL LIGHTING CONTROL SYSTEM VIA BACNET/IP & INTEGRATE © 4♦ W/ PER ROOM OCCUPANCY STATUS. O _ O .cr >• SAI (VA )SA I• V FOR CLASSROOMS OR CONFERENCE ROOMS )0( 0 CD lal \ ECONO ON/OFF LIGHT . -I-i ( 1vAv BOX W/ ELECT RH CONTROL DIAGRAM CO 3 l �5,0(� 3 / SCALE: SCHEMATIC CO j SD T F— REUEF PE ice'( e `_ U \U RA /-/-COMPRESSORL. #2 0) ,-� COOLING SECTION CO VFD COMPRESSOR #1 Er k I` -,1 —ICT VFD 4 0 -- 2/3 DUCT LENGTH F- I CR(:D T P HL 0 V,'/i BDD -T I - re // o) �` V w ( U I t U >10 VAV BOXES 2 IEF-1 ( .1 - n 2 VFD 3 (N) RTU - 1 CONTROL DIAGRAM �2 EXHAUST FAN CONTROL DIAGRAM M500 scALE: SCHEMATIC .5,0Q SCALE: SCHEMATIC MARK DATE DESCRIPTION Issued: 12/21/201 Scale: As Indicated Drawn By: -- Reviewed -- By: File: I Copyright 16015 1 BID/PERMIT SET Nt- in MECHANICAL CONTROLS o 6 0 N h ta up O \QM500 . D 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 1 0 I z-I ALTERNATE #11 MECHANICAL LEGEND ROOFTOP HVAC UNITS EXHAUST FANS MARK AM MARK ® r NEW DX COIL 60 • •SUPPLY MR DIFFUSER AFF ABOVE FINISH FLOOR NUMBER W NUMBER W AHU AIR HANDLING UNIT SYSTEM ADMIN NOTE 1 EXISTING TAG (E) ASSU-2 I (E) ASSU-3 I (E) ASSU-5 (E)ASSU-11 I (E)ASSU-9 [g] •RETURN AIR GRILLE B.D. BOTTOM OF DUCT TYPE CEILJNG �` ® BHP BRAKE HORSEPOWER TYPE VAV NEW ASSOCIATED CG CC . CU (c.,..) m EXHAUST AIR GRILLE CFM CUBICHTHERMAL FEET ER MNITS UTE DISCHARGE VERTICAL SYSTEM RESTROOMS CONDENSING (ON ROOF) 2 3 © 4A 46 6 Z . •PERFORATED RETURN AIR PANEL CONT. • CONNECTIITON ION z TOTAL CFM 1990 CFM 200 J REFRIGERANT TYPE R-410A R--410A R-410A R-410A R-410A R-410A 6 BORA / / OR-----•-•••DIRECTIONAL AIR FLOW CW DOMESTIC COLD WATER W ECONOMIZER YES CFM(3) 8000 7000 6000 5200 5200 2000 v. DB • DRY BULB N MIN. OSA TOTAL SP. (IN H2O) 0.50" U r- MANUAL VOLUME DAMPER DIA. DIAMETER DIST. STATIC PRESS ("WC) (MAX) 0.27" 0.63" 0.56 0.74" 0.84" 0.55" DIST. . DISTRIBUTION g_ MAX OSA (FULL OCCUPANCY) 2,U RPM 982 Z VELOCITY (FPM) • 500 FPM MAX • XIS SUPPLY OR OUTSIDE AIR r MOTOR HP 75 W DUCT UP & DOWN EA • EXHAUST AIR a CO2 CONTROL YES J ENTERING AIR TEMP ('F)(DB/WB) 86.5/66.7 82.8/68.6 84/66.6 82.8/65.7 82.8/65.7 81.3/65.2 EDB ENTERING DRY BULB TEMPERATURE a " " CONTROLLED BY DDC 0 A�• RETURN AIR DUCT UP & DOWN EWB • ENTERING WET BULB TEMPERATURE EXTERNAL SP. ( H2O)cr) 1.25" INTERLOCKED WITH - 0 LEAVING AIR TEMP (T)(DB/WB) 56.7/54.6 54.0/52.8 51.9/51.4 52.8/52.6 53.3/52.3 51.9/50.9 Bora Architects, Inc. EWT ENTERING WATER TEMPERATURE MOTOR HP. 4 HP/NOTE 1 USENSIBLE CAPACITY (MBH) 530 212 203 164 168 62.2 720 SW Washington, Suite 800 21111 - •EXHAUST AIR DUCT UP & DOWN FF FINISH FLOOR TOTAL CFM a 2000 DAMPER TYPE BDD X TOTAL CAPACITY (MBH) 283 257 259 194 206 78.8 Portland, Oregon 97205 FIXT. FIXTURE a FPM FEET PER MINUTE `L ISOLATION RIS 0 503.226.1575 SUPPLY OR OUTSIDE AIR FPS FEET PER SECOND x EXTERNAL SP ("H2) 0.50" COIL SECTION DIMENSION WxHXL (IN)(1) 13"x41"x88' 13"x31"x78" 13"x39"x65" 38"X58.5" 58.5X38 34.5X27 ID 0• DUCT UP & DOWN DESIGN WEIGHT (LBS) 10 40"x77" 30"X67" 37.5"X55" 25"X66" 74.5"x27" 25"X25.5" www.bora.co FT. FEET / FOOT FAN POWER 1.3 HP/NOTE 1 W APPROX COIL/FIN SIZE WxH (IN)(2) 40. •RETURN AIR DUCT UP & DOWN GA. GAUGE FILTER TYPE 2"- MERV 8 MAX. SONES 2.5 Z COIL ROWS/FPI 4/10 6/9 6/11 6/14 6/14 6/9 GPM • GALLONS PER MINUTE ELECTRICAL (V/•) (POWER) 115/1 INTIJZWINE SPLIT 50/50 SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT GOO. •EXHAUST AIR DUCT UP & DOWN H HEIGHT ., GAS INPUT(MBH) 120MBH BAS15 OF DESIGN G�NFi><c t CIRCUITING HP HORSEPOWER 080.0%8O � (AFUE) EFF. . I.D. •- INSIDE DIAMETER , 1. PROVIDE WITH SPEED CONTROL NEAR FAN FOR BALANCING 1. EXISTING CABINE DIMENSIONS ARE SHOWN. DIMENFOR UNIT MOUNT COILS CONFIRM DIMENSIONS PRIOR TO SUBMITTAL ]\/f Consulting 6Eb ineers :x\\\\� -VAV TERMINAL UNIT IN. INCHES MODULATING/TURN DOWN: 5:1 2. CONTRACTOR TO CONFIRM COIL DIMENSIONS AND CONNECTION SIDE PRIOR TO SUBMITTALX. Ash L LENGTH• 3. BALANCE FAN TO AIRFLOW. FI Po d, OR 97214 ib •VVT TERMINAL UNIT LBS. POUNDS L J A0548 LDB • • LEAVING DRY BULB TOTAL CLG. (TONS) FA' 234- 5 FAT: 234--0877 (E) EXISTING LWB LEAVING WET BULB SENSIBLE CLG. (MBH) 54 .11WW l[F!A-ENG.COM LWT LEAVING WATER TEMPERATURE CONTACT: TAKAKO BAKER S - •CONNECT TO EXISTING MAX. MBH ' MAXIMUM z ENT. EVAP AIR TEMP (DB/WB.) 80/64 THOUSANDS OF BTUs PER HOUR (jAc-4 - -THERMOSTAT OR TEMP. SENSOR MIN. MINIMUM 8 AMBIENT AIR CO 95 NC • NOISE CRITERIA EER/SEER 18 SEER 55 �� NOTE N.C. ' ' NORMALLY CLOSED ( • N.I.M. NOT IN MECHANICAL REFRIGERANT 410A NO. NUMBER ® EQUIPMENT DESIGNATOR N.O. NORMALLY OPEN W O.A. • OUTSIDE AIR DESIGN WEIGHT (LBS.) 1500 # P PERSON ISI • •BALL VALVE PSI • POUNDS PER SQUARE INCH SMOKE DETECTOR (RETURN DUCT) YES DTI - .GATE VALVE P/T ' PRESSURE / TEMPERATURE SPRING ISOLATION ROOF CURB YES R.A. ' RETURN AIR i'G CHECK VALVE RECT. RECTANGULAR CONVENIENCE OUTLET - ALWAYS POWERED YES ROOFTOP UNIT GAS PRESS. REG. VALVE SET FOR '-' REQ'D ' REQUIRED DUO • •BALANCING VALVE SA. •"'•-"'•" SUPPLY AIR ATTACH DUCT TO 2 PSIG. TO 7" WC. S.P. ' STATIC PRESSURE SPRING HOUSING (TVP.) - FLEXIBLE DUCT CONNECTION ,,--- - 4 THERMOMETER SQ. SQUARE BASIS OF DESIGN - DAIKIN DPS 005A GASKET TEMP. TEMPERATURE \_ �•-- DIRECTION OF FLOW TYP. TYPICAL. NOTES: �PROVIDE WITH ECM MOTOR LTERNATE1 I GASKET -��i-11141 GAS SHUT-OFF VALVE '1 T VAV VARIABLE AIR VOLUMERTU MANUFACTURERD ZEE CLIP i_ s 91 u ' W WIDTH WITH ANCHORS PER INSTALLATION MANUAL. r- _ 6" DIRT LEG 1 'v/ r STRUCTURAL FRAME Pi r E r ! " PUMP WB •--• •-•••-• WATERUPRESSURE DROP NEW CONDENSING UNIT SCHEDULE FOR (E) AHU'S NI. STRAINER 0 ------........... DIAMETER - { ( ' 1 -A,i, r.. Q MARK CC ,:� CU (&i) SPRING HOUSING _ ti' 2" STATIC DEFLECTION ,0 - �' ISOLATOR AND �► ��tr s , 1 PRESSURE GAUGE (E) EXISTING NUMBER 2 © © 48 6 ROOF CURB 7 *s. ROOF CURB - EARTHQUAKE RESTRAINT 4•'�KD Bad T PETE'S PLUG ASSOCIATED INDOOR UNIT (E)ASSU-2 E ASSU-3 E ASSU-5 (E)ASSU-11 (E)ASSU-9 BULB SEAL FRAMING (D) DEMOLISH ( ) ( ) _ DOUBLE CHECK ASSEMBLYTYPE CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT WOOD NAILER ■ - _ ANCHOR TO CURB W/ 7/16" LAG EXPIRES: 12/31/19 • •PRESSURE REDUCING VALVE NEW WORK - _ BOLTS. EMBED A MIN. OF 3" BASIS OF DESIGN: DAIKIN RCS025 RCS020 RCS020 RCS020 DX11SA0903 FLASHING (ATTACH TO CURB) �/ 4 III • •UNION HWS (HWS) HEATING WATER SUPPLY NOMINAL COOLING CAPACITY (BTU/HR) 283 260 261 243 7.5T ROOFING "� GAS UNE UP THROUGH ROOF 4 4_ EER (SEER) 11.0 11.9 11 .9 11.9 11.2 ROOF1)-1 - IN CURB cp m llill _ D'4 • •2-WAY CONTROL VALVE HWR (HWR) HEATING WATER RETURN - CANT STRIP i ♦� �° m ti ti 3-WAY CONTROL VALVE FIRE DAMPER REFRIGERANT • R 410A s 3 1-5/8, 7/8 1-3/8, 5/8 ; I o z iir MAXIMUM PIPING LENGTH • 1-5/8, 7/8 PER F G ,IDELlNES 111 / w' o �' Y � CAP SMOKE DETECTOR O ARE / SMOKE DAMPER OUTDOOR DESIGN TEMP • 92 • INSULATION _= A ' 3 E OL o 5 955# 955# 325 -.. r..+ Iv d �n T I 0- ��� SMOKE DAMPER WEIGHT 1853# 95 # ANCHOR FLANGE TO ROOF W/ MIN. Ei w awwr � W �� c4 '- SEISMIC LINED RETURN AiR DUCT -MOTORIZED DAMPER - STAGES 4** 2* 2* 2* 2* 7/16" LAG BOLTS. EMBED A MIN. OF 3" ❑ SEISMIC BRACING VOLTAGE/PH 208/3 208/3 208/3 208/3 208/3 I COORD. BLOCKING AS REQ'D -1-- ,i ATTACH 1 LAYER OF 5/8" SHEET ROCK I I LATERAL BRACING I TO DUCTWORK W/ SHEETMETAL SCREW MCA/MOCP 145.8/200 83/110 83/110 83/110 36.2/60 I LINED SUPPLY AIR DUCT /2/ I j & FENDER WASHER LONGITUDINAL BRACING 2/ 0 I ""` I 1---- LONGITUDINAL & LATERAL BRACING ** - 3 FIXED COMPRESSORS L * - 2 FIXED CAPACITY COMPRESSOR J -MAINTAIN CONTINOUS DECK BELOW UNIT O 1:: AIR DISTRIBUTION DETAILS CENTRIFUGAL IN-LINE/CEILING EXHAUST FAN 1 RTU INSTALLATION DETAIL (.) BOTTOM DUCT-\r/ Y-T WITHHANG MOUNTINGFAN MBRACKEfSRTYP.E ABOVE VIBRATION ISOLATOR, TYPICAL 1600 ��� i- i ALL MOUNTING LOCATIONS SCALE:DETAIL U") / + IL 1.• 15i1,AAX. lLT ,lAX. ............ ........ .�.............. ,.,. „ .,. ELECTRIC HEAT STRIP �� TURNINGAVANES IN ALL LINED DUCTWORK SUPPORT VAV BOX TOP DUCT--/ SQUARE ELLS AND TEES RECT. TO RECT. RECT. TO ROUND DUCT CROSSING 3 I SPECIFICATION REFERENCE TRANSITIONS AT FOUR CORNERS 1 f 3 SA = SUPPLY DIFFUSER RA = MATCHED RETURN 36" MINI CO W 1,....---4, EXH = EXH GRILLE big lii I 8"- SA ARROWS INDICATE FN! -ff \ i• 200 CFM DIRECTION OF AIR FLOW "VAV" SUPPLY AIR DUCT 1- ...... 1 15'<A590' A515' INLET /- SAME SIZE AS "VAV" SMOOTH RADIRU ELBOW, W/O VANES MITERED ELBOW NECK SIZE CEILING DIFFUSER/GRILLE8 SIZE - OUTLET SIZE BALANCED AIRFLOW, C / -� L ELBOWS SIDEWALL DIFFUSER/GRILLE FLEX DUCT - MAX 48" w� \ CO I I t _- BRANCH DUCT SUPPLY -/ CONICAL SPIN-IN CONTROLLER 1 1 LINED SA DUCT ROUND OR RECTANGULAR MAIN WALL - / SPIN-iN FITTING WHERE \- MAIN DUCT FITTING /BOOT TAP ENCLOSURE MIN. 10'0" 0) _�� ROUND SA/RA DUCT APPLICABLE. GENFLEX CEILING SEE DRAWINGS VAV TERMINALS IN MEM TRANSITION FROM it SM-1 DEL (WITH DAMPER CEILING GRILLE FORD TOFF AKE ZE - 1" MAIN TO ROUND .a.: 0AND 45' EXTRACTOR) OR (MIN. CROSS-SECTIONAL + VAPPROVED EQUAL AREA TO MATCH ROUND). TRANSITION DUCT TO FAN CONNECTION SIZE 3 VAV TERMINAL UNIT GALVANIZED ROUND DUCT W/ CONICAL FITTING MANUAL VOLUME MANUAL VOLUME 4" EXHAUST DUCT- 7 SHEET METAL DAMPER ___, DAMPER M600 SCALE: DETAIL ENCLOSURE. ROUND DUCT TRANSITION W/ SPIN-IN FITTING OFF TOP OF ROUND DUCT TEE AIR TERMINALS MAIN DUCT /2 RESTROOM EXHAUST FAN RECTANGULAR MAIN m600 RIV SCALE:DETAIL ANCHOR RELIEF CURB SHALL PROVIDE A TIGHT FIT TO COUNTER HEAD COUNTER- FLASHING. PROVIDE SPACERS FLASHING. CAP TO CURB TOP PERIMETER AS VAV BOXES WITH ELECTRIC HEAT 2 MAX 20% OF MIN MIN MAXIMUM MAXIMUM SA SA TEMP REHEAT ELEC COIL CONTROLS MAX. MAX. DISCHARGE MAX. RADIATED CONTROL CURB WITH GASKETEROOFING REQUIRED 2 MARK TYPE COOLING COOLING VENTILATION 300 CFM DEADBAND HEATING CFM INLET OUTLET INLET TEMP AT HEATING COIL LOAD INPUT TYPE STATIC SOUND POWER SOUND POWER TYPE SCREWS AT 12" OC MIN. O NO. CFM CFM CFM CFM 50% or VENT IN. IN. DEG. F DEG . F MBH KW LOSS * LEVEL ** LEVEL ** , CURB MOUNTED • Y 4 �� FACTORY CURB TO BACKDRAFT DAMPER MATCH ROOF SLOPE VAV-1 VAV 300 60 15 150 150 150 6 12X8 55 110 8 . 9 2 . 61 SCR 0 . 75 67 59 DDC CURB AND FLASHING N.I.M. 11 12" MIN. VAV-2 VAV 300 60 87 150 150 150 6 12X8 55 110 8 . 9 2 . 61 SCR 0 . 75 67 59 DDC ATTACH CURB TO VAV-3 VAV 1110 222 65 0 222 555 12 16X15 55 90 21 . 0 6 . 15 SCR 0 . 75 67 59 DDC ROOF DECK W/ , VAV-4 VAV 120 24 14 60 60 60 4 12X8 55 90 2 . 3 0 . 66 SCR 0 . 75 67 59 DDC 1/4" X 1-1/2" SIMPSON SDS 0 ►��,, MARK DATE DESCRIPTION VAV-5 VAV 160 32 15 80 80 80 6 12X8 55 90 3 . 0 0 . 89 SCR 0 . 75 67 59 DDC EACH CORNER INSULATED _ •--••- RELIEF/OSA INTAKE DUCT, TOTAL 1990 662 995 44.1 ROOF SEE FLOOR PLAN FOR issued: 12121/20' SPECIFIC APPLICATION Scale: As Indicated * - INCLUDING COIL, SOUND ATTENUATOR SECTION & VAV BOX ** THIRD OCTAVE CERTIFIED RATING IN ACCORDANCE WITH ARI STANDARD 880-944 R ELI EF HEAD Drawn By: --- SCALE: DETAIL Reviewed --- By: File: Copyright 16015 1 1 BID/PERMIT SET NI- in Q MECHANICAL LEGENDS D 6 N n AND SCHEDULES c v N c M UPQ 1 50 I 40 I 30 I 20 I 10 1 0 1 50 I 40 I 30 1 20 1 10 1 0 I MASON TYPE SCB -ANCHORAGE MASON TYPE SCB r ., -ANCHORAGE 2/M6. 01 NOTES ..- ,/4" GALV. THREADED EYE BOLT 0 CENTER OF WOOD MEMBER (TYP. OF 3). FOR Z-GIRT SUPPORT STRUCTURE ?....-7".."----- SUPPORT STRUCTURE USE MACHINE THREAD EYE BOLT W/ JAMB NUT & 6 1/4" WASHER ® EACH SIDE OF GIRT 6 ' II )- ATTACH TO TOP CORD. OF TRUSS ONLY OR WOOD �`' rJOIST W/ #12 X 1-5/8 DECK SCREW 0 MIN. 1" FROM ��. �`' i�l ��I �,' Ei . ,...\\._ BORA WOOD MATERIAL EDGE. ATTACH TO Z-GIRT �-28" MIN. -- ROD COUPLING\\_ ROD COUPLING � W/ (2} #12 TEK SCREWS OR AS NOTED ON FLOOR LINED RELIEF AIR PLAN MASON`TYPE SRC MASON/TYPE SRC OPEN TO PLENUM SEISMIC ROD CLAMP SEISMIC ROD CLAMP • � _ Bora Architects, Inc. i:.l -I IF REQUIRED -1 -i IF REQUIRED 720 SW Washington, Suite 800 /�� THREADED ROD THREADED ROD - Portland, Oregon 97205 ROD STIFFENER ANGLE �' / ROOF JOIST, TRUSS 503.226.1575 ''‘. q / \ i-I ROD STIFFENER ANGLE •\� 'I�./' -,` ;i . IF REQUIRED N TOP CORD, OR GIRTER I� 4'. IF REQUIRED .1�4 .� 4� N N ; - www.bora.co + . DU T I 1► 120' l r�C: I1 . I y� ► � \ / APPROX. 120' (TYP. OF 3 REQUIRED REQUIRED CLEARANCES DU T ROD COUPLING ) / J _.J CEILING CLEARANCES \ ` RELIEF GRILLE M Consulting Engineers NO.10 SELF-TAPPING FOR LOWER ROD O 2007 S.F. Ash St. FIPortian. d, OR 97214 �- --� SHEET METAL SCREWS SCBH OPTIONAL ATTACHEMENT 2+34-0548 MAXIMUM 12" Q.C. ATTACHMENT DETAIL `" PLENUM RA DETAIL A }�MASON SCBH-SEISMIC 0 N0.10 SELF-TAPPINGFAX: ( 234-0877CABLE BRAC- HOOK .. (2) SHEET METAL STRAPS SHEET METAL SCREWS INC.IFTUIFlA_ENG,COy2 1/2 IN. X 12 GAGE I IN. MAXIMUM 12" O.C. `�3 (3) fi. DETAIL CONTACT: TAKAKO BAKER AIRCRAFT CABLE a� TRAPEZE SUPPORT TOP VIEW .+ +� F. 10 o a o 0 0 I •� ir+=+: -#10 GALV. WIRE 0 3 5 -, .. NOTE: MATERIALS BASED ON MASON DUCT LOCATIONS NEAR SUPPORT 5 INDUSTRIES. SIZE MATERIALS BASED ON :+_+a I o 0 0 0 0 Et_+: 1" DUCT STRAP 096" 0/C ' FOR SHEETMETAL DUCTS 11" TO 27" IN DIAMETER & ALL SQUARE 1C ' �/II II OR RECTANGULAR DUCTS (STRAP ALONE IS SUFFICIENT FOR DUCTS ' APPLICATION & MANUFACTURER REQUIREMENTS. SMALLER THAN 11" IN DIAMETER) ' .. pi ;, • STRAP INTERVAL MAY BE DECREASED (LESS THAN 96" 0/C TO REDUCE THE NEED FOR WIRE TIES AS DETAILED. CONSULT AIRCRAFT CABLE ENGINEER OR SMACNA STANDARDS ON FOR ALL DUCTS 28" IN CAB E BRACESHOOK FOR ALL DUCTS 6 ft 2IN CROSS- 2 DUCT SUPPORT DIAMETER OR LARGER SECTIONAL AREA OR GREATER I6.01 SCALE: DETAIL ROUND DUCT RECTANGULAR/OVAL DUCT r"1- SEISMIC DUCT SUPPORT �fi.0� SCALE: DETAIL + ` i ,` P 1357 UNISTRUT -, d Y •-,� COND. UNIT BASE T:4 1-5/8" STRUT - 7O°°°F SEISMIC -- SQUARE NECK/PLENUM. BRANCH - FLEXIBLE DUCT UNISTRUT P1326 { �' 'oo RESTRAINT SIZE NOTED ON FLOOR PLAN MANUAL VOLUME DAMPER FOR FINAL CONNECTION TAB (TYPICAL) SHEET METAL DUCT ONLY. SAME SIZE AS FLEXIBLE DUCT NOTES: �'�tr s , �� LINED PLENUM 1" FOR FINAL CONNECTION SPIN IN FITTING MANUAL VOLUME DAMPER DIFFUSER NECK SIZE 4 0 9�` LARGER THANP/T 3/4" PLYWOOD • MAKE NO HOLES IN CURB CAP ONLY. 48" MAX. LENGTH SPIN-IN FITTING • SEE ARCH FOR ROOFING DETAILS EXPIRES: 12/31/191 DIFFUSER NECKN SAME SIZE AS MAIN SUPPLY DUCT 2 DIFFUSER NECK SIZE MAIN SUPPLY DUCT - DUCT SUPPORT, SEE M6.01 P/T 2X DECK 4 ' _ _ , \ _ 16RUOCTCRE ® UNISTRUT P1941 4 PERFORATED I- Id • - / 4" MINS E 40% . dE METAL !BAFFLE � . +I �. . �� CURB CAP/FLASHING. 20 GA�,LA- 1,,, .1MIN S.S. W/ WELDED CORNERS ° ! ! N OPEN AREA I � e �.....- '�" . --.....,___________.e„) ` SEISMIC (3}P/T 2x12'5 I ��- 3/8_x4" LAG BOLT. I _§ o 'It „.) RESTRAINT TAB ► yy PRE DRILL AS REQ D. ATTACH 12" m O� l: • T 1 PANDUIT STRAPV (TYPICAL) P/T 2x6, TYP. AT LEAST 3-1/4" FROM TOP MIN �+ E 1 COORDINATE HEIGHT .JPENETRATIONOF P/T •ERCURB CAP TO REQUIRED WITH ADJACENT0CEILING CEILING DIFFUSERPANDUIT STRAP EXISTING ROOF INSULATION CUT i a COVER PENETRATION PARAPET TO PROVIDE 2 CEILING DIFFUSER CEILING GROVE FOR NEW STRUCTURE. Rai MINIMUM CLEARANCE REQ`D DUCT SUPPORT, SEE 5.0 EXISTING ROOF DECK i ' I. .�''N WASHERS AS REQ'D (2 MAX.} O 1 \ _ FILL VOID (PACK TIGHT) WITH INSULATION / O AND ADD INSULATION OVER THE TOP TO ROOFING riel-- CEILING DIFFUSER DETAIL MATCH EXISTING. CANT U vi .0 NONE ( ' COMPRESSOR CURB (/) 0.01 , SCALE: DETAIL I1 CO 3 VENTILATION AIR SCHEDULE RTU-1 EAT PUMP 3 CO ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR OUTSIDE AIR ZONE SUPPLY PRIMARY RETURN EXHAUST Zone Corrected AIR AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIREMENT REQUIRED (CFM) OSA AIR (CFM) OSA AIR (CFM) AIR (CFM) Ventilation OSA SYSTEMS EXTERIOR PIPIN (#11000 SQ. FT.) (PLUMBING) (CFM/P) (CFM/SQ FT.) (CFM) FRACTION Efficiency CFM OR(CFM/F9CT) W/ALUM COVER TO Az Pz. Rp Ra Vbz Ez Voz Vpz Zp Evz MECHANICAL ROOM 720 GA. STAINLESS STEEL CURB CAP D104 PRINCIPAL 160 5 1 5 0.06 15 1.0 15 160 0.09 160 0 0.98 15.39 RTU-1 NISTRUT P1026CO D103 CONFERENCE 280 50 14 5 0.06 87 1.0 87 300 0.29 300 0 1.12 91.49 RTU-1 ' NEOPRENE BELOW STRUT D105 HEALTH 150 5 1 5 0.06 14 1.0 14 120 0.12 120 0 0.95 14.76 RTU-1 F 0107 WORK ROOM 400 5 2 5 0.06 34 1.0 34 300 0.11 300 0 1.05 35.84 RTU-1 3/4" P/T PLYWOOD DECK . 0102 RECEPTION ADMIN (INT) 575 10 6 5 0.06 65 1 0 65 1110 0.06 1110 0 1.24 67.98 RTU-1 #12 SHEET METAL SCR D106 TOILET 85 0 1 0 50 0 0 0 75 RTU 1, EF-1 NISTRUT P1100 / , TOTAL 1650 24 214 214 1990 1990 75 0.95 225 Vou Vps Ev �/" `'� NISTRUT P1363C ., CORRECTED TOTAL OUTDOOR AIR FLOW RATE 225 CFM Corrected OSA Fraction Zs= 0.11 4 x 1)� SDS f j I, �NISTRUT P1325 - I 4 GA VENTILATION AIR SCHEDULE - EXISTING UNIT - -: REMOVABLE 1 ._ COUNTERFLASHING NO ANCHORS (TYPICAL) ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR OUTSIDE AIR ZONE SUPPLY PRIMARY RETURN EXHAUST Zane Corrected AIR IN CURB CAP 2 AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIREMENT REQUIRED (CFM) OSA AIR (CFM) OSA AIR (CFM) AIR (CFM) Ventilation OSA SYSTEMS ALLOWED (#/1000 SQ. FT.) (PLUMBING) (CFM/P) (CFM/SQ F f.) (CFM) FRACTION Efficiency OSA i 2 OR(CFM/FD(T)* Az Pz Rp Ra Vbz Ez Voz Vpz Zp Evz --ROOF DECK D100 VESIBULE 220 0 0 0 0.06 13 1.0 13 350 0.04 0 0 0.99 14.71 EXIST. --- , D 101 LOBBY 440 30 14 5 0.06 96 1.0 96 700 0.14 700 0 1.07 107.39 EXIST. D111 COUNSELING 135 5 1 5 0.06 13 1.0 13 100 0.13 100 0 0.90 14.59 EXIST. D112 OFFICE 105 5 1 5 0.06 11 1.0 11 100 0.11 100 0 0.91 12.59 EXIST. NOTE: COORDINATE ALL ROOFING D 109 CLASSROOM 860 25 22 10 0 12 323 1.0 323 750 0.43 750 0 1.28 360.05 EXIST. AND FLASHING WITH ARCHITECT. TOTAL 1760 38 457 457 2000 950 0 0.90 509 Vou Vps Ev 6 SMALL CONDENSING UNIT CURB DETAIL CORRECTED TOTAL OUTDOOR AIR FLOW RATE 397 CFM Corrected OSA Fraction Zs= 0.25 MARK DATE DESCRIPTION 6.01 ; SCALE: DETAIL Issued: 12/21/201 Scale: As Indicated Drawn By: --- Reviewed --- By: File: Copyright 16015 I 1 BID/PERMIT SET to tii MECHANICAL LEGENDS 0 O vi 0 N. AND SCHEDULES cN MS co oQ 1 50 1 40 1 30 I 20 1 10 1 0