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13125 SW HALL BLVD-17 aa- m... a� kakt$,»'' Yuarw'tS sdi. Y •i •• Y • • t • 7r i bLmL= HVAC MODIFICATIONS • ••• • • • • • •• WORK SCOPE VICINITY MAP MECHANICAL ENGINEERS NOT TO SCALE EESI The work under this Contract is to provide the labor, material, and equipment for the complete installation of the _ _ 5TH STREET NW systems described. Contractor is responsible for installation, balancing, testing, startup, and operational checkout for PORTLAND 687 687 NW 5TH OREGON 97370 a fully functional system. LS F"0 RID PHONE: 541-754-1062 FAX: 541-753-3948 ScNO� / Specifications, Drawings, and Work Scope must be used in their entirety to develop full understanding of the work to 5`N ' CONTACT: SUS ANNE MARINELLO, P.E. be done under this Contract. HVAC: 217 ELECTRICAL ENGINEERS Provide new roof mounted units and install air distribution and control systems as shown on the Drawings. Systems include packaged rooftop units with gas heating. Provide diffusers, grilles, dampers, controls, supports, and w MFIA CONSULTING ENGINEERS i^suietion required for a complete and functional system. Perform complete test and balance on air system. Provide i ` 2007 SE ASH STREET controls for HVAC systems. N w 0 PORTLAND, OREGON 9721• cV a PHONE: 503-234-0548 FA) -234-0677 Plumbing: N z B Provide gas piping to new roof mountedunits. Provide and install new roof drains and storm drain piping. Connect SW WALNUT ST CONTACT: ROB C0NPIEL, PE new piping to existing. �P U) Fire Protection: STRUCTURAL ENGINEERS Reinstall fire sprinkler piping at the Mechanical Equipment Well. Work requires removal of existing fire protection o BMGP ENGINEERS pipir:g and installation of new. Fire protection contractor to provide appro%/ed shop drawings and calculations of the 1K"40 m 1045 SE 13TH STREET new system. CITY HAL- a SALEM, OREGON 97320 x PHONE: 503-399-1399 FAX: 503-399-6259 Structural: 3 Project requires the construction of a new roof over the existing mechanical well and modifications to the existing N ��--- CONTACT: RILL PEASE, PE roof and structure. Electrical: BUILDING OWNER Install conduit and wiring to provide power to new rooftop units per drawings. CITY U TIGARD 12800 SW ASH AVENUE TIGARD, OREGON 97223 PHONE: 503-639-4171 FAX: 503-684-2772 SW DURHAM RD CONTACT: JOHN ROY, PROPERTY MANAGER i WORK COVERED BY PROJECT DOCUMENTS SALEM � The Drawings and Specifications "Tigard City Hall, HVAC Modifications sun-imarize tht� wort:. The #R requirements of both must be met under this Contract. Refer to both Plans and Specifications fora MECHANICAL DRAWINGS � ' complete description of the work. MO.1 COVER SHEET CITY OF TIGARD 1,pproved...................................................... .( M1.0 HVAC DEMOLITION PIAN �onditionaliy App roved.................. For oniy the work as s ed! 0-LZ M1.1 HVAC FLOOR PLAN PERMIT NOJ . -f - .................( See Letter to: Fol ( }: M1.2 HVAC ROOF PLAN a` .N EXISTING ROOF WARRANTY Joe lddress: _ Date: _� M1.3 HVAC TEMPORARY PLAN The Contractor is required to coordinate with the manufacturer of the existing membrane roof. All work M3.0 HVAC SECTIONS — MECHANICAL WELL shall maintain the existing warranty. M3.1 HVAC SECTIONS — TOWN HALL SITE PLAN M5.0 HVAC EQUIPMENT SCHEDULES NOT TO SCALE M5.1 HVAC DETAILS CITY OFTIGARD M6.0 HVAC CONTROLS Appr ved..........................................................(GENERAL CONSTRUCTION NOTES Conditionally Approved..,...,. .... ....... ............••( i + ) P For only the wp�rk� �Q: as+jescribed In: I Manufacturers listed represent minimum standards. Other manufacturers will be considered following PERMIT Nr,•Sas F- Ful' ......�Lz1 ............................ ELECTRICAL DRAWINGS approval. Final approval is at time of submittal. Job Addr ss:t21Li.PSW f-�o /l R E1.0 ELECTRICAL PLAN aya ante: All work shall comply with applicable codes and regulations as enforctid by the State of Oregon and the STRUCTURAL DRAWINGS ,. .� local Code Authority. CEI �il Reports will be submitted to the Engineer in duplicate giving observations and results of test, indicating POLICE 0 RD S1 ROOF PLANE compliance or non-compliance with specified standards and with Contract Documents. � S2 ROOF DEMO PLAN h; .,,.; •� � " ``�'3 Install all work parallel and plumb to building Imes. S3 ROOF FRAMING PLANS All ductwork, conduit, and equipment shall be installed in a manner and in locations to avoid LOCATION OF WORK - obstruction, preserve head room, and keep openings and passageways clear. S4 FRAMING DETAILS -�- — S5 SECTIONS No attempt has been made to show all conduit or duct supports, locations and expansion joints. Refer ,,/�,,i,,/,,,, /,, ,ii/ /i,,/,; / �/,/i/; jri VENOM /i/ /i;" �_ r//,/,.;,�, /,;;: �,// ,.�.,.i.N. S6 SECTIONS C to Specifications for this. • r.r , ./,,/ri,/� /i /. r,�.i;ir COVER ;�'1 IGGT /r /. r.'/i //, /. /� i.,/,,�ai. ;//!;%////ilii'>//./ ------ _ — Duct sizes listed are net inside dimensions. Allow for sheet metal and insulation thickness. /;�/�%j/; /�i`' �// ,i %•,� //r ,,,, Environmental �,,ri/%, ri;r, j CITY OF TIGARD 000 CFM, provide automatic fan shutdown for smoke control per Internationalii%=';�i.� '!//: Engineering 13125 SW HAIL ®LVD In fan systems over 2, p P ✓;/!i%%%/j!; 11 Mechanical Code IMC adopted b Oregon Mechanical Specialty Code. r���/yi i CITY HALL :i/.r%�/. 'r',; LIBRARYServices � W, OR 07M 0, NO, r , /�;i/ ,�� Inc WN Electrical to provide convenience outlet within 25 feet of all HVA., equipment for maintenance service TIGARD CITY HALL per UMC adopted by Oregon Specialty Code. p �,-i i,���/%/%i„ J— � 1—N-- F , HVAC MODFICATIONS /r / / �/ Existingfacilities are drawn as accurdtel as can be determined from the existingdrawings and on-site //%/•� �,�/j i',r. � � /%�%'' r--�— inspections. Verify at project site. �� 13971PE o s OREGON c S DRAWN BY___. CJK Job site visit is required before bidding. Existing conditions may affect the extent of the work. IRS �" f 12-6-02 'Aditional costs will not be authorized due to lack of understanding of the scope of work and existing '9i�,��y �P�t DATE conditions. \ANE M AS SHOWN momi 12-31-02 SCALE _ 1-:all Blvd, 13125 E,E,S,L -- 687 N,W, 5TH STREET TELEPHONE (541) 754-1062 BUP2003-00127, MEC2003-0012f 1 of 17 CORV'.ALLIS, OREGON 97330 FAX (541) 753--3948 vtTMl1M1NNEEMPgW. .. .... .. ..'... _ .. '..... .. ..,.. ... _ .. _ R'TTS` �wr'..: -:... -Fr..., ...,... .;iti_-._...-..._.._. � _.. _ .. ...-w- ..�-ww+..+....w,..-..... .-.._.............-..._..........._...-.....-...+......Y.•aww.'+..r'.,iinp. +Y9 NOTICE: !F THE PRINT OR TYPE ON ANY I I l r 1 I 1 1 I I III I I 1 I I 11 1 I I 1 I 1 III III IIII I I Ill l i III III III I I I I I I I I I I I I I III III I I ! III III III I I�iI III III III I I I I I I I Ili 1 1 1 ( I I I I I ' I I I I I I I I I III III I I I I I I I III III V I I I IhI a . 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, f I I 1_11 —I- I I �L I -31-- —I-- �4L I - I_ 1 -I -I 6� ! --I- -I - L_gl- ITIS DUE TO THE QUALITY OF THE No 3e ►dIIIgIIII!II8II�ZIIII II8II zIIII!IIItIT�IIrI,lII�II9IIjIzIIII�II�IIIzI►IIIIIbIIJJIzIIII IIsII zIIIIIt�IIIIIIIoII zIIII IIaII�IIIIIII8IIIIIIIIII1I.IIIIIII�III!►ISI IIII IIII�II�II IIIII[III►IIIIIII►IIII►I►iII�I► II►I IIIIIIIII IIII�I►�TIIIIIIIIUIItt�I I llaORIGINALDUCUMENT IIt11111111 ll I►lllT9 1 1b s �i t��Y1lN , S •• •• •• • • • • •• • :0. 2" GA 6 MA V. RECONNECT S, �__ l�_ NEW UNITS PER l 1.1 FROM POLICE STATION •.• •�• ••• ••• :•• e•• r I II • • i I � I I I PROVIDE TEMPORARY • ••• ••• •• • I lr______ ______ I II CONNECTION AND RELOCATION I �-- I OF ACU-4, PER CAP 2" GAS 1 AT WALL I 1 l I - x-x-- --- — -- Y; SPRINKLER PIPING. EXISTING RISERS I TO REMAIN, REMOVE SPRINKLER PIPING 1 I AND HEADS IN WELL DUPING DEMOLITION. I , L S-T OR i MAINTAIN SERVICE AND COVERAGE TO I X x STAFF =� SPACES BELOW. I v 1 X LOUNGE i_-__ OFIC LOSE3Y VES_r I 3 ACU-4 l 1 (LOBBY) 1 �— ] - Al I --, I - - � I � COMMUNITY DEVELOPMENT I EF-1� "�` X.: �:.�F-11ns. , t X `.X X X X X IBX X X --X x. . I I X X X }. I X I (FINANCE) AMEN - - � � I i IDE X! IX X1 I l a• M (� I ;�a JAN EF-9 C O N F . 3 CIAC R11 I 5 X 6 x x-X--x-Y�- X—Yc �E I . •M'Mf1311N7'tSi7J4'sIV' � V x x -_ :tet.: x x.." ,) _ I REMOVE 1 r- 1 * x 1 _ `� OVERHEAD EXISTING SIDEWALL /'` X X X` ''°X' `- � �� —'` I r; E 1 EXISTING SIDEWALL ^' � � - EXISTI'JG I � PpPIING LER I RETURN GRILLE `- I. r 5 I RETURN GRILLE FLOOR REGiSTERS -A i �c 5 I .: ,TO REMAIN '' „ . f0 REMAIN TO REMAIPJ 'I ,�.X x X � ---�'�-� REMOVE EXISTING SHEET METAL COVER I I (CU1 I l I I OVER ELECTRICAL CONDUITS. RECOVER V U�,' _ 6 TOWN I I IN SIMILAR HOUSING AFTER NEW ROOF IS I Y �` y v -3E-x�E-- „{ . 1-- .-` 1- r r ,, : . -` -X - �(-�E I U W N H A 1_L i i INSTALLED. PROTECT CABLES, WIRING, /� Lx— x %C" W ETC. UJR(NG CONSTRUCTION. I //X I c, --�-mac- i �1(_ .�(:,:� �:�(r:11(Y,m• I � I � s -�E-- �-�(-�C-)E-- -�( ��E � I X I —I� � I � � I FINANCE 6 I --� -_ X I �-=- - ` - �' ---- EF-12 x1 ' - ! COMMUNITY GLYCOL LOOP UP TO ! I ?? I ( ! DEVELOPMENT ROOF WELL SPRINKLERS. ",iF .w.�l(K'• _ I I I I — SERVICE AND RISERS TO REMAIN. I '� I I 6 ! , � -:F�E C O R DI-S :�= {y i L_._____ --- --___ I ! X IN w/N IN xj 4 C " . S . CONF . -X-x--�-;ex x- -x-Y, I I STORAGE I I x -X---X x I l r� % _ L-X--X -DEQ(-�( I I X .X %� (� y REMOVE pp "'"'' REMOVE SUPPLY AND RETURN DUCTS I I 1 x AS SHOWN f �� EXISTIN:3 DUCT X BELOW GRADE, ABOVE CEILING AS INDICATED -- N- _ PER t CONF . ! x I TO REMAIN Y� ACU-6 I 1 Ir SFE ROOF WELL DEMOLITION PLAN '� '� I• _\ I (TOWl' HALL I t .X.� ., � FOR HVAC EQUIPMENT ti. 1�,+ J -:• � - - -r ACU-J 1.0 AND DUCTING ON ROOF 1tl x I� Y_ N, ..m. L . — '< �'_ j (OFFICES) \ �X—x- _ aa�wv ressasxn .. ... - 6 x 1 1 � a 1 X X ! -x x -x- x--x--x-x-xn" max IN �--� X L EF-14 ! I E -1211 , I "--- " I - - - -- I'—j _ - - -- — - -7— I , X X „ y 114— ;Dt ' ,XIr .X ti„ ;K .:. X ?�' X X X. X. j� ..y X rX x X X. y .X X` .. x X,. �� �-�+t, X X.� at X X X X X C X ,�( X X X X X L. X :.X X X X NOTE: � X x ALL EQUIPMENT, DUCTWORK, AND PIPING IN EOUIPMEN-i WELL IS TO BE REMOVED. �J '< I CONTRACTOR SHALL REMOVE FROM THE SITE X �( X- k.� �' �; � -?� `J�--. I � x � E AND PROPERLY DISPOSE OF CU, ,y�; l ` , ` � �} I,I�, X '� LEGEND ACU-4, ACU-6 AND ACU-5. RE-USE ACU-4 AS TEMPORARY AIR CONDITIONING UNIT, O ” FIC E OF I�'' 1 C�( O F 1 .�5L.E O . 7 ,t .�l OFFICE C E X O F ( C E ET M1.3. RETAIN EF-12 AND RE-INSTALL ON NEW ROOF PER SHEET MI.2, X X X !` - I l -0- i X .: X X X X y X . X X' X X X X X X: X i_ X X X .' PER SHE k I I f --V + i '� X X X X X EXISTING TO BE REMOVED Df,•�T4 . .,:X,•;,.�1�r1 ,X ;X, X X X X X X X X X k X X X X ��I •- - -Fr EXISTING,•,;.. <,, z� EXISTING TO REMAIN _ _ _ _ _ EXISTING AIR FLOW DIRECTION r2 ROOF WELL DEMOLITION PLAN G N 10 � EXISTING SUPPLY DIFFUSER 0) zEXISTING RETURN OR EXHAUST GRILLE / I I DEMOLITION NOTES 1 HVAC DEMOLITION PLAN �\ GENERAL NOTE; VERIFY AT SITE ALL EXISTING CONDITIONS. 1.0 8 _ --Q / I EXISTING CEILING AIR SUPPLY DIFFUSER OR RETURN GRILLE TO O REMAIN. REMOVE BRANCH DUCTING TO OUTLET, AS INDICATED. EXISTING DUCTWORK NOT INDICATED AS DEMOLISHED TO REMAIN `' FOR CONNECTION TO NEW SYSTEM. VERIFY EXACT LOCATION AND HVAC- V .4C D_EMOLITIOtU PLAN DUCT SIZES. O EXISTING EXHAUST FAN AND DUCTWORK, TO REMAIN. Environmental & - CITY OF TIGA�'1V l • • I 0 EXISTING EXHAUST GRILLE TO REMAIN. RELOCATE EXISTING Engineering �,3Y,25 gyy !{qLL BLV EXHAUST FAN, SEE HVAC ROOF PLAN ON SHEET MI.2 FOR NEW • � 0723 LOCATION. PROVIDE NEW EXHAUST DUCT FROM GRILLE TO FAN Services _ Inc. — - - ---___ PFR HVAC MECHANICAL 411E=1_(_ PLAN ON SHEET Ml,?. -� -; REMOVE EXISTING TERMINAL UNIT AND ASSOCIATED CONTROLS. ED PRO TIGARD CITY HALL U REMOVE EXISTING EXPOSED ROUND DUCTWORK AS INDICAFED.ED. � HVAC MODIFICATIONS 7O REMOVE RETURN GRILLES IN WAI I . PATCH AND PAINT WALL TO 13971 PE MATCH EXISTING CONDITIONS. s OREGON f DRAWN BY CK 80 �� `j REMOVE ALL RETURN DUCTING FROM TOWN HALL, AS INDICATED. � �.� � ���' DA TE 12--6-02 REMOVE EXISTING ROOF DRAINS. CAP 4; STORM DRAIN LEADERS ��CANE MP AND CONNECT TO NFW PE:R MI.2, - AS SHOWN miso 12_31_02 SCALE _ 10 EXISTING 4" STORM DRAINS TO REMAIN. ��- =—,- — -- Hall Blvd. 13125 — —� BUP2003-00127,MEC2003-00126 E,ES.I, — 687 N.W. 5TH S 'REcT TELE(-'HONE (541) 754-1062 2 of 17 0--VALLIS, OREGON 97330 FAX (541) 753--3948 NOTICE: IF THE PRINT OR TYPE ON ANY l l l I I 1 I I I I 1 1 ' 1 1 I I l Jill l l l 1 1 1 1 1 I I I I 1111 Ill Ill 111 1 1 1 1 V I I I I III IT I I 111 111 1 I 1 I I I 1 1 1 1 1 I ' I 111 1111 111 i l 1 l III 11111111 ! I ! ! V I I I I ! (1 1 I I Vh a J ar]� 004 - T--Ij I f I III I I I 1 I I I I I I I I I I 1 I III 11 I 1 1 1 1 1 1 1 11 I I I I ! }yam I IMAGE IS NOT AS CLEAR AS THIS NOTICE, f 1 Z 3 I 4 I g 8 I 10 1.1 I 12 L - _ - _� ____ .•. •iY+•wwet+'.rvxx.,mam.nwaSVNF.^.•.:... T I DUE TO THE QUALITY OF THE _ NU.3e M ORIGINAL_ DOCUMENT tll* 18Z 8Z L7, t11111J11 Z 6Z £Z Z [Z UZ et 9t Gt 9 9I 6l £t Zt tt i 6 19 �1.1 9 t £ Zt �IIIIIIIIIII�IIIIIIIII�IiII�IIlI�i111 I 1 llll�►llllllll,lllalllll�111111111�1111�1111�1111�1111�1111111111111 I J �lllllllilll 1, III�11 I�II11�111111111�11►1II ILII !� l �lI�1 II fl �llllil�lll�ll I !! � IT � 1 �II �Illlll�lll 1lll�llll �((1II11Jl�IIl11W111.1111III+lII�1ll1.111,11.IIL�ll�llllll� II hll • • • • • • • • • • • • • • • • • • • • (E) 6x6_ (E) I0x4 (E) 6x6_ (E) IOx10 80 CFM 50 CFM 1 50 CFM I 260 CFM 1 a I STAFF TUR R . --------- --- -- _— — -- 1 LOUNGE .= "' 1_0B 3Y GENERAL NOTE - VEST-`/ O 1C (E) 12x6 (E) SLOT DIFFUSER (E) SLOT DIFFUSER (E) SLOT DIFFUSER (E) SLOT DIFFUSER [ SLO-i DIFFU` VEKIFY EXISTING VD 12 O SER - G EXISTING CEILING GRID 200 CFM 01 u` �� O 335 CFM 335 CFM 335 CFM 335 CFM - 335 CFM '- - - -- - MVDf U Oi (� - -1 AND LIGHTS NOT SHOWN. COORDINATE LOCATION OF NEW � I 2 ' 3 DIFFISERS AND GRILLES TO MATCH EXISTING CONDITIONS. MVU zL _ _ - --- --- _ � MENS' 1? I F-I0 CO F - (E) bx6 1L MVD 0 90 CFM CFM I s r r I - 9 '� H '1 .�,..,w.:uctr,�:..�.r. r ..:,r� ,. EF- F I, O (E) 8x8 ti _E 180 CFM 1 !,JAN EF-9 ; -i 2 f, + vVTu 8-2 3.1 ' �,i 2 M `a' 10x6 SSR-1- 10x6 SSR-I IUx6 SSR-I ^ O 100 CFM 100 CFM 100 CFM I 1 (E) 8x6 I-_.. MV I�Z ►= l`_ , MVD R NEVa 10"0 t 180 CFM � — _- ! JVD O =-I'C I k�, x�v zlaMxp Y: -- (E) 6x6 i2 y< 0' O 3 10x6 SSR-I I0x6 SSR--I IOx6 SSR-I 1'w30x14 SSR-2_ 120 CFM I MVD - " 100 CFM 100 CFM 100 CFM 1300 CFM I- --- - -- - - r - -- - `r 11-01 1 10"0(E) I (E) 6x6 r- O VVT-6-3A _ � � L o �-�NEW 36x18 RETURN GRILLE_ - -' � VVT-6-38 i i N TOO cFM n VVT-7-48 ® TOWN H,�L L Q9 VVT-6-4 I - -- VVT-7-48 10x6 SSR-I 10x6 SSR-I 5 _ 0 10x6 SSRI 10x6 SSR_I 10,\6 SSR-I IZX14 (E) 6x6 15c� CFM 150 CFM __ Ox - - ' _� 0 f00 CFM 100 CFM 100 CFM I I --- -- 2 " 115 CFM U 3 MVD I / N MVD 4 ! �3Oxl4 SSR-2 I I NEW 10"0 No _ �_ NEW IQ"0 1300 CFM ti x (E) 6x6 1 IOx6 SSR-I -_ ' 115 CFM ' 150 CFM 3 __ -- f l� �! l� !� 10x6 SSR-i 10x6 SSR-I _ _ PL �(�MVD - 3 IOx6 SSR-I IOx6 SSR-I IQx6 SSR-I I 12x14 ' NOTESAN 4 150 CFM 150 CFM NEW 10"0 100 CFM 100 CFM 100 CFM (E) 6x6 I - - I /` R L D 11\ C O Ivy M U N I T Y '30x14 SSR-2 I 01 REBALANCE EXISTING OUTLETS TO AIR FLOW INDICATED. 115 CFM F I N A N C _ _ I I ii tl I 12"0(E) I0x6 S,R I I, . I I! II DEVELOPMENT ,� 1300 CFM � Q2 EXISTING EXI,AUST FAP! TO REMAIN. I 10x6 SSR-I 10x6 SSR-I 150 CFMrT� I t_T L. I ' 3, NEW SUPPLY DUCT. CONNECT TO EXISTING. WHERE EXPOSED DUCTING 8x8 SDC-2 150 CFM 150 CFM 3 3 I �' - `'r - I I 115 CFM (4 MVD _ IOxS SSR-I IQx6 SSR-I 0x6 SSR-1 I �1 !3P I I OCCURS, PAINT TO MATCH. VERIFY EXISTING SIZE. - — NEW 10"0 _ - - _ 100 CFM 100 CFM 100 CFM i i -- - - r - -- t ICx6 SSR-I A 6O AC- © �' MV R It yA 1 l i i O PROVIDE MANUAL VOLUME DAMPER AT BRANCH DUCT, AS SHOWN. 8x8 RGC-2 L �l 150 CFM 3 I C O N E . NEW 10"0 1 I4 - I 115 CFM I IOX6 SSR-I 10x6 SSR-1 --� I.G . 1 . S . 4 (�(�N 0 EXISTING SIDEWALL RETURN GRILLE: TO REMAIN. CONNECT NEW RETURN i 150 CFM 150 CFM NEW 10"0� r 4 MVD - (E) I0x10 ' i DUCT TO EXISTING RETURN GRILLE. i 300 CFM li' S 3 10x6 SSR-I 10x6 SSR-I 10x6 SSR-I 100 CFM 100 CFM 100 CFM L + ` STORAGE 6� RECONNECT EXISTING EXHAUST GRILLE TO RELOCATED EF-12 ON ROOF. 10x6 SSR-: IOx6 SSR-I IOx6 SSR-1 150 CFM I j 7 Q7 CONNECT NEW RETURN DUCTING TO EXISTING DUCTS. OFFSET AND 1 6 _10"0(E) N (E) 22"0 (E) 16"0 1 ( J TRANSITION TO MAKE CONNECTION TO EXISTING. PROVIDE NEW 150 CFM 150 CFM 3 3 I BALANCING DAMPER IN EACH 16" BRANCH DUCT. VERIFY EXACT AND SIZE (!�)M V D i NEW Ip"0 -� - r--- - � � %_, �- - -- - --- ROUTING AT SITE. 18x18 SDC-I r 10x6 SSR-I 0 I 1000 C.'FM I IQx6 SSR-I 10x6 SSR-I I0x6 SSR-I I 10"0 SDC-I 150 CFF' 3 UIP P I 100 CFM C) PROVIDE INTERNAL LINING AT SUPPLY AND RETURN AIR DROPS TO UNITS. 10x6 SSR-I IOxb SSR-I ''C611)C -I 24x24 RGC-2 Ip Q 100 CFM 100 CFM �� - f- 300 CFM ON AC-6, AC-7 AND AC-9, DROPS TO BE 18 GAUGE SHEET METAL. 150 CFM 150 CFM NEW 10"0� !UMVD I i T ` 1000 CFM O = MVD ! 'IEW IQ"0 I N - � k - �o ,9 TWO ZONE DAMPERS R=QUIRE D FOR ZONE AIR FLOW. REFER TO I I (E)8x8 10"0 SDC-I EQUIPMENT SCHEDULE AND CONTROL PLAN. COMBINE DUCTING FOR f P I F ' 150 CF 3 t - -_ _ SINGLE 16"0 SUPPLY TO ZONE. IOx6 SSR-! 1 ( `- -- - _ -- ,,00 CFM 150 CFM I i r___ ....,.. ww I I IOx6 SSR-I IOx6 SSR-I IOx6 SSR-I ,, _-_-Y_.... n 100 CFM I_. CFM 100 CFM o PROVIDE FILTER RETURN GRILLE AT COMPUTE=R ROOM. I ------ --- - --- ----- - I - � O - II THERMOSTAT FOR CAC-1. FOR SENSORS AND CONTROL OF VVT UNITS, - 'T` --- - 12_'0_R GC-1 0' I 16x12 10" e- 10..., ! - 600 CFM REFER TO CONTROL DRAWING M6.0. VV u IQ-1 I � ' > 1 2 O F ICE VVT-IU-S -� co �, I N_ � � _ x 18x24 12 PROVIDE VOLUME DAMPERS IN EXISTING BRANCH DUCTWORK. BALANCE AIR A - I - -IV- FLOW AS INDICATED ON PLAN. LL- VVT-10 2 VV -3 8 V - d ► I0"0 - - 6x12 16x12 s I I, x -L' I ' F ICE: I C E2 - -—_OFF-�- ------ 10"0 SDC_ 8"0 SDC-I ' 8"0 SDC-I 8"0 SDC-I 10"0 SDC-1 �0 SDC-I 320 CFM 200 CFM 20C CFM 200 CFM 320 CFM 200 CFM IO"O RGC-1 8''0 RSC-! 8"4'1 RGC ! 8"0 RGC 1- 10"0 RGC-1 8"0 RGC-1 320 CFM 2011 CFM 200 CFM 200 CFM 320 CFM 200 CFM I REFER TO 2 FOR DUCTWORK IN MECHANICAL WELL 1. HVAC FLOOR PLAN 1 HVAC FLOOR PLAN >+ CITE' OF TIGIARD 1.1 - - , Environmental � 1 /8 - 1 0 Engineering 1.3125 SW HAU BLVD �\ Services _--_ TWW, OR 87223 �- -- Inc. E� PRo� TIGARD CITY HALL HVAC MOCIFiC.AT'IONS �� 13971PE --- G OREGON � v � nf�AWN BY C.JK DATE 12-6-02 ` �FCANE M� �, � 12-�31-02 SCALE ,AS SHC)\A N Mimi Hall Blvd 13125 E,E,S,I, -- 587 N.W. 5TH STREET TELEPHONE (541) 754-1062 BUP2003-00127, MEC2003-0012E 3 or 17 CORVAL.LIS, OREGON 97330 FAX (541) 753-3948 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I III III III III III III III III III III III III III 1 1 11 1 1 1 I I I III III I I I I I ! III III III III 11 ! 11111 1 1 I I III III ; 111111 I I II I I I 1 11 1 1 1 1 III ' III 1 1 11 1 1 1 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE I 11 I I 3 1 4 I I + I I I + I I I I II a Mw"•s•.a.p/5—+NYS+s,r+n5+�uronar'-:.. ITIS DUE TO THE. QUALITY OF THE No 38 �°�_!"':;�"• ORIGINAL. 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I n lit" N \ 1 I N I \ � MVD IOx10 DIFFUSERS a 1 � J DUCTS BELOW I IOXIO 1 I 1 MVD I GV-2 -- 1 (ON ROOF) /� - VV-1 1 (ON ROOF) I I I IL __ - I 16x14 ' EF-12 3 I I (ON ROOF) I � i I 4" STORM a i ui 4" STORM a El (�� r 2 ROOF DRAIN 4" OVERFLOW o �' 4" OVERrLOW t—J Cl °L�� AND OVERFLOW u� 2 PICS I Q a Uin vi t- I i �i i ,��i I X L\1 1 1 1/1 iii ._ I 6x14 HATCH � I C AC-0 AC-7I � (IN MECH WIL 2 (1120 L.B) (1300 LB) — PROVIDE NEW WALK PADS IGx10 ' 3 ON70 EXISTING AND NES! ROOFS. � I M�.,� G- ,r 1.. (6 F REFER TO SPECIFICATIONS. \ 16x12 RA I 1 I \ -- I C3V-2 1 i / 16x12 SA UV_ I GV-1 — ;- , -- EF-12 � 1 _ (ON ROOF) i 1 (RE-INSTAR F 3• EXISTING) LAC-1 II (IN MECH. WELL) 2 E:1 1 x, I 3. I Ac- I 10 I 5 I I I-1/4" GAS AC-8jr (-1 E:1 - - - - G -r-- --� EXISTING ROOF BELOW kA 1 I TO AC-9. 3• C-9F ` STORM DOWN i I I STORM DOWN I ` �K I CONNECT TO EXISTING CONNECT TO EXISTING b 'J AC-10 I E-1 a El I—] El (1300 LB); ----G--------------G--- -- I - --- - -NEW 1 �! L - I (800 LB) I - -- - -- - - -- -- - 1— -_-J 4" OVERFLOW 4" OVERFLOW PROVIDE J.R. I 1770 OVERFLOW NOZZLE, 3 3 TFiRU PARAPET OR EQUAL. TYPICAL FOR 2, SCUPPER AND DOWNSPOUT 2 PLCS ROOF PLAN NOTES 01 PROVIDE NEW ROOF HATCH PER SPECIFICATIONS. FOR INSTALLATION DETAIL REFER TO STRUCTURAL. DRAWINGS. COORDINATE ACCESS WITH DUCTWORK IN WELL. 2 HVAC MECHANICAL WELL PLAN O NEW ROOF DRAIN AND OVERFLOW, PER SPECIFICATIONS. COORDINATE LOCATION WITH ROOF PIAN ON STRUCTURAL_ DRAWINGS. 1. 1 /4" = 1 '-0" 1 HVAC ROOF PLAN SCUPPER AND DOWNSPOUT PER STRUCTURAL DRAWINGS. AC-9 MOUNTED ON VIBRATION ISOLATION CURB. REFER TO SPECIFIC4TIONS. COORDINATE LOCATION OF UNITS WITH ROOF FRAMING AND EXISTING STRUCTURE. 0 GAS PIPING UP TO ROOF MOUNTED UNIT. HVAC ROOF PLAN \J CONNECT NEW GAS PIPING TO EXISTING 2". __- - -- _-- _- - -- --- - - Environmental & CITY OF TIGARD Engineering 13125 sw ww. BLVD Services TiGNW, OR 97223 Inc. --- --_� TIGARD CITY HALL N F , HVAC MODF'ICATIONS �P OREGON � � DRAWN BY _ CJK %�i DATE 12-6-02 - �FCANE �, FSS SHOWN M1. 12-31-02 2 SCALE _____-- Hall Blvd, 13125 E,E,SJ, — 687 NW. 5TH STREET TFL EPHONE (541) 754-1062 BUP2003-00127,MEC2003-00126 a of 17 CORVALLIS, 0R EGC)N 97330 FAX (541) 753- 3948 L ------- NOTICE' - - - - - - -- ---- — --- ---- --- --- - _ ---- -- -- -- -- -- - __ - _ --NOTICE: IF THE PRINT OR TYPE ON ANY I I 1 1 1 1 1 1 1 III III III III III III 1 1 1 III IIIIIII III I I I I I I l i I l l l 1 1 I l I l lI I I I I I I I I` I I I I I I I I I I I I I I I I I I I,!L, III III I I I I I I I III III V I I I I I I I I I I I I I I I I I I III III I I I I I I I i I l V I I I I �� a� d 004IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I L I ?I. I - L I I ` L - -I -•,1 !_. 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I � �• T ^ 11 A / T I I I I I L I HVAC TEMPORARY PLAN (CiEnvironmentA.l & CITY OF TIGARD Engineering 13125 SW HALL BLVD Services 71( FW, OR 87223 Inc, -- ��E D P -- TIGARD CITY HALL HVAC MODFICATIONS 1 HVAC TEMPORARY PLAN ,3971PE ---- lam- _-- _- - - ' OREGON .S DRAWN BY— CJK 1 3 1 8n — V -0" r9 �� �� I 1 _ DA TE 2 6-02 �AN AS SHOWN I M1m3 12-31-02Hall 13125 SCALE BUP2UO3-uo1217dMEC2003-00126 E.E,S,i, — X87 N.W. 5TH STREET TELEPHONE (541) 754-102 , 5 or » CORVALLIS, OREGON 97330 FAX (541) 753-3948 NOTICE' IF THE PRINT OR TYPE ON ANY I I I f I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I i I l I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I i l I l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I V I I I I IIIIIII IIIIIII ill III I I I I I I I I I I I I I I I I I I I I I fil IMAGE IS NOT AS CLEAR AS THIS NOTICE, L --! -- - iL - � ---.—_ �.�- - �l_ �Jl -bl � _ �+_ gl -I ! 1C I 11 I ltd 0 IT IS DUE TO THE (QUALITY OF THE NO.36 II I ORIGINAL DOCUMENT 8(Z G7. ,.Z ��Z 6Z £Z Z I, IZ OiZ 8t $t �G1 9t si I biT I;T ZT It OTT 6 8 I �, 8 4 £ Z T��i�w� � I II�Illllllll�il!IIIIII�!1111111 lill�lllllllll ►III �I�IIIIII IIII ►►II�IIIIIIIIL ,�I 1 IIII I ► � f ���� I I IIIIIII I I � II II I III III III 11 1 II � ► illl�ll 111 � III IIII�II��IIII�II IIII I�I 111111 ► 1. 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Ac-10 I Ac-8 I GV_, AC-7GENERAL NOTE, I SEE STRUCTURAL DRAWINGS FOR COORDINATION OF MANUFACTURER'S 'S CU—R--B-- �—� —�-�- -- _ SEAL WATERTIGHT ALL NEW AND EXISTING5 5 $ 5.1 5.1 5.1 WITH FLASHING AND ROOFING MEMBRANE. PENETRATIONS OF NEW MECHANICAL WELL .51 ca x N - - --NI I I VVT-8-I X VVT-7-1 i I I I VVT-10-8 I r' BYPASS DAMPER co BYPASS DAM EPR BYFASS DAMPER ri t----I - -- - "' f- 16x14 --- - - - -- - - - - - I t; 16xi2-L SA / -- m, / �- 16x12-L SA —4p. 12x12-L SA �► CAC-1 - _ -- - - - -- -- - - - - - - - I -do-- 20x30-L RA - - _ — _ � 16x12-L RA � -�4•� �� 18x12 SA TO EF-12 16x12-L RA -mow � I ,/ 12x12-L RA -4t- -- - - - -- - - -�� -- -- - - -� -- --- - - -- - -- - - - - - I8x12I�A '.' � - - oX z o o 12X24-L I I I I I I2x24-L I — o ' AL L _ _ J _ _ — _— - " I - 86 Ibxl2 16x12 � � � � -- -=----- ------ - _ OFFICE HALL EQUIP. G . 1 . S. RECORDS VAULT _--_n._ _-- HVAC SECTIONS------ ---_— -- Environmental CITY OF TIGARD Engineering 13123 SW HAU e.w Services T*N0, OR 07223 TIGARD CITY HALL /EPRP HVAC MODFIC ATIONS � p 3 71E ORE / -- -- - - ---- --- � 1,0 Y'— CJK 12—_6_-_ --02DATE� 3 HVAC SECTION - MECHANICAL WELL FSA"� MM3O —��, SCALE AS SHOWN ■ 12-31-02 -_ _--- 1 /2 ' Hall Blvd. 13125 BUP2003-00121.MEC2003-00126 E.E,S,i, 687 N.W. 5TH STREET TELLPHONE (541) 754--1062 C20 6 or » CORVALLIS OREGON 97330 FA:: (541) 753-3948 NOTICE- IF THE PRINT OR 1 YPE ON ANY Fl-1..`I I I I I I I 1111 I I I I I 1 1 I I I I I 1 1 I I 1 1 1 1 1 111 1 1 I I I I 1 1 1 I I I I l l t I I I I 1 1 1 V I I I�1 I I 11 , I I III Jill V I I I (I I I I I I I I I I I I I I 1 11 1 1 1 1 1 11 1 1 1 I I I I I 1 1 1 1 1y1,1 1 1 1 I I I I I I I' I l ! I ! 111 1 1111111 111 111 1111' ! 0�7 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �— I -- 1 _2� 3�_ — I - - y I lU I 11 I ( 1 ! G���/ - ._. 1S DUE TO 1HE QUAL'-TY OF THE No 36 101tiltjr . ORIGINAL DOCUMENT til, �11 - -t I9I Z[ IT [ 6 �ulli�12� 8 9 'b lluL� 71115;111 11 llllllllllllll.11lll�llllll II 11111 I 111 11III ISI II 111��� 1� ( IIII 11. VIII ►• Il 11 - IIII�tl I 1111 • II�IIIII II 1 I�Illllllllllll��ll•lIIII Vl ll.I.11lll ll1WJ1111. i. _h 1 i r, f •• •• •• • • • • •• • ••• • •• • ••• • • • • • • • • • • • ••• • • • • • •• I I -- - I NEW 30x14 SSR-2. PLACES. 14x30 SSR-2 -- -- - - --- - I EaU­ Pi S -14-x1-2 � 1300 CFM MVD ..-----_..._._---. - - I. --------• I�1SUPPLY DUCT IiI - ----------�--- _ ---- �---------- -------------- --- - 1 I , I � _..._ ._. ........_.._._. : I I I I 1 HVAC SECTION - TOWN HALL 2 HVAC SECTION - TOWN HALL 3.� 1 /2" = 1 ' -0" 3.1 1 /2 _ ,-0„ I HVAC SECTIONS - TOWN HAL Environmental & CITY OF TIGARD Engineering 13125 SW HALL N.VD Services TIONWf OR 07= Inc.-Lzj TIGARD CITY HALL F PR HVAC MOMCATIONS 13971 PE OREGON �C�" o DRAWN BY C-IK DATE -__12-6--02 _ -4ANE MP a SHOWN M3ml-31-02SCALE _ f 4 Hall Blvd 13125 E.E SJ: - 687 N:W: 5TH STREET TELEPHONE (541) 754-1062 ----— — --� `---- BJP2003 00127,ME12003 OG12E 7 or 17 CORVALLIS, OREGON 97330 FAX (541) 753•--3948 NOTICE: IF THEPRIN-1 OR TYPE ON ANY II �II-_1_11-1--1 1 I II 1 1 i ! II 11 �I- I ll171 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 41 J6I 41 t ---g 1� V ITIS DUE TO THE (QUALITY OF THE ORIGINAL DOCUMENT 8Z 8Z G�Z 91Z S11Z 61Z £Z �Z IZ OlZ 8I N!![ Gl 8i 4�t bi Si Zlt It t 8 E1 G >l 8 " 1111111 111111111�IIIT111 IIII!IIII�IIIIIIIII Illlillll IIIIIIIII illllllll�llll�llll IIIIIIIII�IIII�IIII�IIIIIIIII IIII�IIII IIII�IIIIIIIIIIIIII Ilillllll IIIIIIIII�IIIIIIIII�IIII�I�II�IIIi IIII IIIIIIIII I 1 � 11 111 .I III I.. II 1111111 ILll�lUlll111 l � �lll. LIIiI II llJ I I N11 4 • ••: EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE • •: VARIABLE VOLUME AND CONTROL DAMPERS HVAC PACKAGE UNITS AC SYSTEM AREA DAMPER _ AIR VOLUME SIZE CARRIER MFG CARRIER MFC _ITEM ` LE SERVED TYPE MIN _ _MAX MODEL NUMBER - NOM. CO�LINr, AIR QUANTITIES AIR FLOW OUTSIDE AIR H_EATINGOUTPUT (MULTI-STAGE) _ POWER WEIGHT _ _ _ ITEM MODEL NUMBEk TONS, CFM @ SP CONFIGURATION MINIMUM (CFM) BTUH/LOW BTUH/NIGH EFFICIENCY EER FAN HP VOLT-PHASE UNIT MCA LBS — - - -- — - — - — - VVT-6-1 AC-6 - BYPASS _-- 130_0 _ ` x24 RD-0924 AC-6 48HJE008 •7-1/2 • •• 3470 2.5" DOWNFLOW 400 96,000 144,000 80% 10.1 5 208/230-3 41.3 1120 _ - _ _ � — ---DOWNFLOW--400 -------- - -- -- VVT-6-2 AC-6 STAFF LOUNGE ZONE 200 400 I2" 0 ---.ZD--12 _ AC-7 48HJE012 10 4125 2.5" DOWNFLOW 480 144,000 119,200 80% 10.1 5 208/230-3 57.4 1300 VVT-6-3A ZD-16 -- — - - VVT -6-3B AC-6 FINANCE I ZONE _ 500 900 16"0 _ ( 2REQ/D FOR I ZONE)_ AC-8 48HJF004- 3 - 1250 - 2.5" DOWNFLOW 200 65,600 92,000 80% 8.7 1.5 208/230-3 19.4 650 VVT--6-4 AC-6 FINANCE ZONE 1000 1360 16" 0 ZD-16 _ AC-9 48HJE012 10 3900 2.5" DOWNFLOW 1000 144,000 179,200- 80% 10.1 5 i 208/230-3 57.4 1300 VVT-7-I AC-7 -- BYPASS -- 875 8x18 RD-0818 Y AC-10 48NJF006 5 2100 2.5" DOWNFLOW---j 225 96,000 120,000 80% 8.5 3 208!?_3G-3 30.6 800 VVT-7-2 AC-7 LOBBY ZONE 100 320 16" 0 ZD-16 AC-1 THRU AC-5 ARE EXISTING UNITS AT THE ADJACENT POLICE STATION. - - CFM IS CUBIC FEET PER MINUTE. VVT-7-3 AC-7 RECEPTION ZONE _ 50_ 100 8" 0 ZD-8 SP IS TOTAL PRESSURE IN INCHES OF WATER COLUMN. VVT-7-4A - —� ZD-16 MINIMUM OUTSIDE AIR PER REQUIREMENT OF UBC, CHAPTER 12. VVT-7-4B AC-7 CO �. DEV. ZONE - 900 1200 16"0 2REQ/D FOR I ZONE) UNITS AC-6, AC-7, AC-8 AND AC-10 TO BE PROVIDED WITH INSULATED CURB. VVT-B-I AC-8 -- BYPASS -- 150 8x10 RD-0810 UNIT AC-9 TO BE PROVIDED WITH VIBRATION ISOLATION CURB. -- - - - - PROVIDE DUCT SMOKE DETECTOR ON UNITS WITH AIR FLOW GREATER THAN 2000 CFM. VVT-8-? AC-8 CONFERENCE ZONE 200 300 10" 0 ZD-10 PROVIDE UNIT AC-9 WITH CO2 SENSOR TO PROVIDE DEMAND CONTROL VENTILATION. - PROVIDE OVERSIZE MOTORS ON ALL UNITS. VVT-8-3 AC-8 _ OFFICE ZONE 100 150 10" 0 ZD-10 PROVIDE ECONOMIZERS WITH POWER EXHAUST ON ALL UNITS. VVT-10-I AC-10 OFFICE TONE 100 320 10" 0 2D-10 VVT-10-2 AC-10 OFFICE ZONE 100 200 8" 0 ZD-8 VVT-10-3 AC-10 OFFICE ZONE 100 200 8" 0 ZD-8 VVT-10-4 AC-10 OFFICE ZONE 100 200 8" 0 ZD-8 VVT-10-5 AC-10 OFFICE ZONE 100 320 10" 0 ZD-10 VVT-10-6 AC-10 OFFICE ZONE 100 320 10" 0 ZD-10 VVT-10-7 AC-10 CONFERENCE ZONE 300 600 12" 0 ZD-12 EQUIPMENT SCHEDULE VVT-10-8 AC-10 -- BYPASS -- 1300 8"x24" RD-0824 AIR CONDITIONING UNIT DATA AIRE, INC. NOM. COOLING AIR QUANTITIES AIR FLOW CONDENSER POWER _ UNIT WEIGHT i ITEM MODEL. NUMBER TONS CFM @ SP CONFIGURATION AIR FLOW EVAPORATOR FAN CONDENSER FAN VOLT-PHASE UNIT MCA MFS LBS DUCTED ALTERNATE END SUPPLY AND ALTERNATE RETURN. CAC-1 DAMA-02 2.0 1000 0.5 DUCTED CONDENSER DISCHARGE AIR. 1200 3/4 HP I/2 HP 203/230-I 21 30 300 UNIT MCA IS MINIMUM CIRCUIT AMPICITY. UNIT MFS IS AMXIMUM FUSE SIZE, AMPS. PROVIDE WITH CONDENSATE PUMP, LOW AMBIEN-1 CONTROL, AND INDEPENDENT CONTROL. SYSTEM VENTILATION REQUIREMENTS AC-6 FINANCE, LOUNGE, RESTROOMS, JANITOR 2640 S.F. TOTAL SA = 3470 CFM TOTAL RA = 3070 CFM MIN OSA = 400 CFM (PER UBC CHAPTE.. 12) F AC-7 LOBBY, RECEPTION, COMMUNITY DEVELOPMENT a. 3175 S.F. TOTAL SA _ 4125 CFM TOTAL RA = 3645 CFM t EQUIPMENT SCHEDULE MIN OSA = 480 CFM (PER UBC CHAPTER 12) p, GRAVITY AIR VENTS AC--8 G.I.S., CONF., RECORDS, VAULT, MAIL ITEM UNIT SERVED I FUNCTION I MANUFACTURER MODEL NUMBER CAPACITY THROAT NOTE 1388 S.F. CFM DIMENSIONS TOTAL SA = 1250 CFM TOTAL RA = 1050 CFM GV-1 I VENTILATION FOR INTAKE GREENHECK WIH 1200 26 x 18 PROVIDE WITH BIRDSCREEN MIN OSA = 200 CFM CAC-1 a INSULATED CURB. AC-9 TOWN HALL GV-2 VENTILATION FOR RELIEF GREENHECK WIH 1200 26 x 18 PROVIDE WITH BIRDSCREEN 1392 S.F. CAC-1 8t INSULATED CURB. TOTAL SA = 3900 CFM 'TOTAL RA = 2900 CFM LOW SILHOUETTE GRAVITY INTAKE LOUVER,, MOUNTS ON ROOF. PROVIDE CURB. DUCT TO COMPUTER ROOM AIR CONDITIONING UNIT. MIN OSA 1000 CFM (PER UBC CHAPTER 12) AVE. 65 OCCUPANTS @ 15 CFM PER PERSON. UNIT TO HAVE DEMAND CONTROL VENTILATION. AC-10 OFFICES MECHANICAL LEGEND 1525 SF ��,__,,II�, �: �•� EXISTING DUCTWORK, TO REMAIN TOTAL SA = 2160 CFM TOTAL RA = 6935 CFM MIN OSA = 225 CFM NEW DUCTWORK, M!'kTERIAL PER SPECIFICATIONS 00 X 00 NECK SIZE (INCHES) EQUIPMENT SCHEDULE 000 CFM AIR VOLUME FLOW (CFM) GRILLES AND DIFFUSERS iITEM DESCRIPTION 00 X 00 HORIZONTAL BY VERTICAL DIMENS1014S (INCHES) MVD SDC-I SUPPLY DIFFUSER CEILING MANUAL VOLUME DAMPER PRICE PDC SERIES, PERFORATED FACE, ADJUSTABLE CURVED BLADES EQUIPMENT SCHEDULES STEEL CONSTRUCTION, WHITE FINISH, 24" X 24" MODULE, ROUND NECK — �- L%j ; CEILING SUPPLY DIFFUSER Environmental & CITY OF TIGARD SSR-! SUPPLY SIDEWALL REGISTER + GAS LOADS PRICE 520 SERIES, DOUBLE DEFLECTION, LOUVERED FACE, Engineering '113125 SW HALL BLVD STEEL CONSTRUCTION, WHITE FINISH, SURFACE MOUNT DUCT. a CEILING RETURN OR EXHAUST GRILLE ITEM MBH Services __. TONW' OR 07223_ _ Inc. SSR-2 SUPPLY SIDEWALL REGISTER AC-6 144 TIGARD CITY !ALL ' PRICE 520 SERIES, DOUBLE DEFLECTION, LOUVERED FACE, WITH VERTICAL FACE BLADES SIDEWALL SUPPLY REr,1STER _ - -_ D PREF STEEL CONSTRUCTION, WHITE FINISH, SURFACE MOUNT DUCT. ►� AC-7 180 �F HVAC MODFICATIONS -�o L RGC-I RETURN GRILLE CEILING OT fHf RMOSTAT AC-8 92 13971 PE - �- PRICE PDDR, PERFORATED FACE, STEEL CONSTRUCTION, - OREGON c`'1� DRAWN Bir'— CJK DUCTED ROUND NECK, LAY IN FRAME, 24" X 24" MODULE M5mO !. TEMPERATURE SENSOR AC-9 180 DATE 1.2-6--o2 RGC-2 RETURN GRILLE CEILING - COMPUTER ROOM (E) EXISTING AC-10 120- \F�ANE MP� -- PRICF 8OFF EGGCRATE TYPE FILTER RETURN. SCALE AS SHOWN 17-31-m? J STEEL CONSTRUCTIION, T-BAP. FRAME, I" FILTER (N) NEW TOTAL 716 MBH ---EE � -"— -- � — '-- -- Hall Blvd 13125 6F-,7 NY' . 5TH STREET TELEPH�7NF (541) 754-10762 BUP2003-00127, MEC2003-00126; 8 of 17 VALLIS, OREGON 97330 J FHX (541) 753-3948 •Rq•+n-,.S...-�---...�........._.W .,.,�--""rf'^�YtY*'�'.+t--�7T+S ., .., -�rmz �rr;wzca'.�,.-x i"..:'- +M,a, n.Y, x,+4:Mc ,v ,t. 6G¢,$46�SR:4.L :'d" 'f.. II II-I 1IL I IIIIILIII 11 1 III III IIIIIII I I 1 I I III — III -11-1 II-II I 11 1-1 11111 I-II -1-1 1 11-11 1111 ft)1NOTICE: IF THE PRINT OR TYPE ON ANY d Q) 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, `� - � I I 10[ 1 I1116T- I- 1 - I - - - -- - ITIS DUE TO 1 HE QUALITY OF THE _ No.39 ORIGINAL_ DOCUMENT d 6 2 41K 11 lllill lli�lillllllli illllllli ilu Illi illllllll illllllli ills ilii iill ILII lilllllli illlllilililll Illi illlillli ills Illi iilllllli ills Illi illi Illi ills Illi illllilli illllll i illllllll iIIIIII�iIIIIII��Illl�l�i.�>.1��►L�ill>Illl�u.l�l�lu P r .. .. ori•� �' a • .•• •• .•• TURNING VAI VES SUPPORT UUC PING 1 •• 15• MAX FROM STRUCTURE ABOVE ` • • j� � 5HEE i METAL RIGID ROUND t Y DUCT WITH C' OF EXTERIOR I" EXTERIOR ROUND, STAMPED, PI_FATFD, OR WRAPPED INSULATION. DUCT WRAP INSULATION SEGMENTED SHEET METAL ELBOW. SIZE AS NOTED PER PLAN J• USE MIN. 0.6 R/D RADIUS ELBOW •••• •'•' •• a a a70fi•• :6. •• AIR FLOW ,�1{.-•_`,. Ii OF1 RECTANGULAR I" INTERIOR ACCOUSTIC • 1 MAIN DUCT DUCT INSULATION TRANSITION RADIUS ELBOW ,• MITER ELBOW / BALANCE MOF ERS Y CEILING I" EXTERIOR SHEET METAL ` �� DUCT INSULATION UPSTREAM OF EVERY CEILING OR DIFFUSER BOX — SIDEWALL SUPPLY DIFFUSER / RECTANGULAR L - — \, MAIN DUCT NEW DUCT HEIGHT DAMPER W/LOCKING A A DEPENDS ON _- BALANCE DAMPER WITH LOCKING QUADRANT a END EXISTING DUCT QUADRANT AND END BEARING BEARING ELEVATION 45° MAX I CEILINGLOR SSDEWAL'LOSUPPLY�Y HEIGHT VARIES ON DUCT ELEVATION / DIFFUSER 45° MAX 12' MIN. SUSPENDED CEILING 77-RECTANGULAR SHEET METAL DUCT - SIZE A+2" -1/4 W, 4' MIN. }L:' � I �_ AS NOTED PER PLAN -- CEILING DIFFUSER, NECK SIZE �\�- CEILING DIFFUSER, OFFSET TWO-WAY WYE VOLUME DAMPER BRANCH-OFF AND CFM PER PLANS. SIZE TO NECK SIZE. AND SUSPENDED CEILING INCLUDE INTERNAL INSULATION. SUSPENDED CEILING CFM PER PLANS LOW PRESSURE PREFERRED CONSTRUCTION LIMITED SPACE INSTALLATION 1 RECTANGULAR DUCT CONSTRUCTION DETAILSr2'� DIFFUSER DETAILr3"N"lllllII, DIFFUSER DETAIL M5.1 NOT TO SCALE M5.1 NOT TO SCALE M5 NOT TO SCALE p I 4" I. �A I TURNING A -o- OPEN 70 ATMOSPHERE NON-FUSED DISCONNECT WEATHERPROOF CONVENIENCE OUTLET B C VANES A B A DB 16 G.A. GALV. STEEL SEISMIC RESTRAINT ROOF MOUNTED FLEX CONNECTION —A -_.� AJI-- STRAPS EACH CORNERAL - A/C UNIT ON CURB CONCENTRIC ECCENTRIC RELOCATE EXISTING BULL HEAD TEE REDUCER REDUCER FIRE DAMPER �— GAS VALUE O EXHAUST FAN 3/4" CONDENSATE LINE - A MB3/4" PLYWOOD CURB DOCK UNION� i 2' 2' SEE STRUCTURAL DWGS. FLEX. CONNECTION (TYP.) — GAS PIPING THRU SECURE FAN TO -�-- _ �--- GRAVITY FOR COORDINATION WITH ROOF DECK HOOD CURB/USE SEALANT BACKDRAFT ROOFING MEMBRANE SYSTEM REFER TO DETAIL 7 UNDER AS REQ'D. DAMPER /( VAC 12" SO. STAINLESS �_- Y = 3" WHEN B = 3" - 8" STEEL DRAIN PAN 1 6" WHEN B = 9" - 16" SECURED TO ROOF ROOFING -- SEE STRUCTURAL DWGS. A DRIP LEG FOR COORDINATION WITH 9" WHEN B = 17" - 24" ROOFING MEMBRANE SYSTEM NON B 12" WHEN B = 25" - UP - ---- _ - �. : JOISTS C SECURE CURB W/ S'TL ROOF CURB - BY GAS PIPING 5 PIECE 3 PIECE BRANCH-OFF/900 TEEEOUIOMENT MFR. NOTE_ �HEATHING / OFFSET 900 ELBOW 45' ELBOW TWO-WAY WYE W/OVAL TO ROUND TAP ANGLES. ANCHOR TO - OVERLAP ROOFING NOTE: DECK C 48" O.C. * a MINIMUM OF 2 FT. t GAS SERVICE FROM CEILING ROOF DECK RETURN SU^�'LY OVER EXISTING FROM CAVITY-DO NOT TRAVERSE EXHAUST DUCT ROOFING ALL SIDES GAS LINE ROOF WITH GA._ PIPING FOR METAL GAUGE Lr PER PLAN TYPICAL FOR UNITS AC--6, AC-7, AC-8, AC- 10 SEE DUCT SCI-iEDULE LOW PRESSURE UNIT AC-9 SIMILAR EXCEPT ADD VIBRATION ISOLATION CURB, PER SPECIFICATIONS 4 ROUND DUCT CONSTRUCTION DETAILS 5 AC UNIT MOUNTING DETAILS F"EXHAUST FAN MOUNTING DETAIL M5.1 NOT TO SCALE M5.1 J NOT TO SCALL. M5.i N011 TO SCALE POLYETHLENE GRATE SEE STRUCTURAL DWGS. FOR COORDINATION WITH ROOFING MEMBRANE SYSTEM ROOF MEMBRANE U O �' SHEATHING SHEET METAL HGOD -CROSSBREAK OR /-- SEISMIC\ RESTRAINT THREADED HANGER SLOPE FOP DRAINAGE CABLE BRACE TYP. SUPPORT ROD —_ W/FLASHING RECEIVER NOTCH AS REQUIRED F `4��EQUIPMENT SEISMIC RESTRAINT QUICK SET, SCREWED, ��R CURB COLLAR TO ACCOMODATE PIPING CABLE BPACE TYP NO-HUB OUTLFT. DU NOT / FLASHING SLOPE PIPING INSTALL AT EACH 2 MAX CORNER SUPPORT Q USE CAULKED OUY1 ET RECEIVER I AWAY FROM HOOD f/ PLAN VIEW 41 MIN. DOUBLE NUT AND -� FASTENERS AT �-- -- WASHER EACH SIDE WIRE ROPE 4" LEADER -- - - APPROX 24"O.C.-----. / CLIPS TYP. GALV. HEAVY WIRE SEE STRUCTURAL DWGS. - POPE THIMBLE 9 ROOF STORM D R A T lV DETAIL FOR COORDINATION WITH I I �- --- SHEET METAL OR CAC_1 �- SHACKLE BOLTED (DTO BRACKET ROOFING MEMBRANE F,YSTEM I FLEX TUBE COLLAR 5 3" X I/4" FABRICATED M5'1 NOT TO SCALE � BRACKET (TYP. 4 PLCS.) MECHANICAL DETAILS Ak i I ROOFING SUPPORT AIJGLE BRACKET FURNISHED WITH EQUIPMENT --1 Environmental &) CITY OF TIGARD REFER TO SMACNA GUIDELINES FOR ANGLE, CABLE, ROD, AND BOLT SIZING. EIIpIIeeriIIg 13126 $W tu►u. HLNp �- GAS PIPING � REFER TO SMACNA GUIDELINES FOR ANCHOR ATTACHMENT TO STRUCTURE. Services ��, OR 97223 OR CONDUIT (3� TENSION CABLES ONLY ENOUGH TO REMOVE SAG. Inc. --- -- -------_____ - �___-_-_.v__- U N I T CAC- 1 PR — TIGiARD CITY HALL � 7 ROOF PENTRATiON DETAIL ('_8'%� SEISMIC RESTRAINT DETAIL s����D °��,, HVAC MOD�cATioNs M 5.1 NOT TO SCALE M5.1 <<'�'� N�F�' 0 NOT TO SCALE �- <,, � � 139 IPE .1 (-n OREGON ��' CJK DRA``/1,/N BY. DATE 12-6-02 _ N�F4ANE� �^ 12-3 SCALE AS SHOWN— M5ol Hall Blvd 13125 E,E,S.I. — 687 N.W, 5TH STREET TELEPHONE (541) 754--1062 BUP2003-00127, MEC2003-00120 9 of 17 CORVALLIS, OREGON 97330 FAX (541) 753-3948 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III 1 1 1 IIIIIII I I ! III III III III III I S I III III 1 1 1 1 11 I I I 11 . III 1 1 1 1 11 Jill J III i I I I I I I I I I I III III III IIIIIII III I I III III I I I I I I I III 11 , I I I I I I I I I I I I I 1 1 1 1 1 I 1 I I � � 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - 1� I _ 12l I I 13LI 14I_ ! 15� _ _L L_ �__ I I .L.. gl ! - 101 I 1 l l ITIS DUE TO THE (QUALITY OF THE _ No 3e ORIGINAL DOCUMENT E 8Z 9IZ L� 9Z ZIII �c, E�z --.Zti 1[ t 017 8T�8�t G� 9T 9 V1 [ I E�T Lt �tT t �B I 8 1G - a 19 1► SY- Z T„��,N� 11111111 ►II�(IIII�IIIIII►►II�1�I�III1�►IIIIIIIII�►�I�, .1 ►I►IlI�II (III►IIII�III�IIIII�► IIIIIII�IIIII1IIl�►I►I III II IIIIIII I� I��III 11111111► �I�IIII III ILII (I II I� I �II 1111111 111111 ►11111 �Illllllll�II�IIII�IIII (IIIIIIII�1111 Ill1Ll11<<lllllllll�ll� �u�flll� II�IIIIIINII I W • ••• • •• • Y•• • • • • • • • • • • • ••• ••• • • i• •• • • • • • • • • • • • ••o • • • • • •• I i I S-FOR . -_ _ STAFF I ! ��_ I , -- VESET - L I LOUNGE I f I LOBF3Y \ _ � - \ s l ( I MEN , ; � OFF- E � T � -- -- , JAN . —- --- - �,� VVT-8-2 WOMEN {{.. h i S VVT-5-3ALOI �S) I VVT-6-38 Til � / — — � � MAIL. VVT-7-4A ,'r'.';r TOWN HALL VVT-6-4 VVT-7-4B I � ' I I i I VAULT I! I — REC 4 DS COMMUNITY 1 ' I FINANCE �'I r-------- - ------ I DEVELOPMENT I I I I IAC-6I IAC-7; j i lag I VV -1 VVT-7 , - - G . I . S. I CONE . ' II STORAGE CONF . ' II I EQUIP . n 1II _ ! M o? Id , i l ,✓ [+J 0 !! VV�-Io\- ---------------- I - I I VVT-10-51 OFFICE Ac-9131 1- ----------- 1 ? A 10;VVT-10; -4OFFICE VVT-10-2 I I VVT 3 OFFICE OFFICE 11 > ----- OFFICE VVT-10-6 _ II OFFICE II I I 1 HVAC CONTROLS PLAN /N "6b. 1 /8" HVAC CONTROLS Environmental-� CITY 01= TIC ARD Engineering 13125 SW � OL.w Services _- T NW, OR W223 — Inc. ED PR--.� TIGARD CITY HALL F � HVAC MODFICATIONS 13971PE OREGON '% DRAWN B`> CJK 'c 12-6-02 4't_8. ����` DATE 12—h—o2 SCALE AS SHOWN M6mO Hall Blvd. 13125 EES,I. - 687 N,W 5TH STREET TELEPHONE (541) 7.54-1062 BUP2003.00127,MEC2003-00126 10 of 17 CORVALLIS, OREGON 973:30 FAX (541) 753--3948 4 NOTICE: IF THE PRINT OR TYPE ON ANY LL I I(I I I I I I I I LI i LI I I i I I I I I l l i I__LI I I I I I ) 1 I I I I,I I LII I 11 1 111 1 I 1 1 1 I 1 m , ,�17� Oo L[ - Il ' lI Il L 1 Z C IMAGE IS NOT AS CLEAR AS THIS, NOTICE, 1 � 11 — � V ITIS DUE ORIGINAL DOCUMENTOF THE • Z--- --F71,1111119111, IIII2 ►►I►illll� 111 ll1111ll11� I I � I ►II III II ► I 11111111 it F:ur' • r• •• •• • • • • ♦• • ••• • •• ••• (E')' f-IIRE* A,_ARM PANEL_ ' MDP ' 208Y 120v 30, -w 1200 AMP BUS WIRING A� NEEDED ( E) II � �ws �l� � � i � •� � � � � � � v � � � � � r� � � � � � � e � � r• ii � � .� .� rw � � � � � � •� re• � e�r � � � � .� �ro � � �r I AC-7 AC-9 I 203P 403P ao3P 403P 403P -I'L - - - DUCT SMOKE DETECTORS I AC-6 AC-8 - AC-10 (E) , (E) (E) ' (E) Z (E) SPACE 1 I 200A ! 300A �,� 225A 400A �/ 400A I I ADD ZONE MODULE AS NEEDED Ml� T -- - - - - >�•T• ♦ ' ' T EMERGENCY 1 � I I I I I GENERATOR I I I I I - - - - - --- - - - -- --- -- - - - - - -- -- -i - --- -_ (E) 208 12ovKW n aw 400/3 �- -- - -- - - -I I I I I i I / .8 rip I I r 1 - -- - - -- - -- - - ' G-NE (:3MODIFIED FIRE ALARM PANEL (E) - ' -- - -- (E)I_ (E)r_ (E)I- -L (E)r r- INCOMING SERVICE NORMS EMERG PANEL I PANEL I I PANEL I I PANEL I 'P' I 'M' I 1 'CHA' 14 00/3 I �� 400/3 I I I I I I L- _ _Jl- - J LTJ l._ _ J h - J I (E)r- L -, I (E) OUTSIDE LIGHTING TIME CLOCK PANEL I (E)_ ELECTRICAL ROOM (E) PANEL 'E' (BELOW) (E) PANEL 'P' ��s• i PANES i 'Eo (E) PANEL 'ES `- - J P - - IT _ ( 2N� ELECTRICAL ONE-LINE DIAGRAM (E) AUTOMATIC II TRANSFER SWITCH - I i I�E1.O 208Y/120V, 30, 4W -(E) MAIN DISTRIBUTION ---- - I I WI CH9"AAS-- -- - _ _ MFIA PANEL SCHEDULE 03-Dec-02 MFIA PANEL SCHEDULE - 07-Nov-02 - panel mounting location connected load amps s = panel �mcunting location connected load amps MODIFIED 'M' SURFACE ELEC ROOM 221 --- ----- ------ ----- --- -- - - -- -� EXIST 'M' SURFACE ELEC ROOM 260 - r- u - - - -- (E) PANEL 'CHA' (E )___-- - -- - - --- voltage phase bus do morn calculated load amps voltage phase r bus do main calculated load amps 208Y/120 3 400A MLO 221 (E) PANEL 'CHB' 208Y/120 3 �400A MLO 260 C service va a�� no. a b c no. a vo SwAce C C _ service_ va aft no. a b c no. aeeee, va service C SPARE 50 2 1 • 2 70/3 SPARE (E) PANEL `M' 5 HVAC UNIT 'ACU-5' - 5200 50 2 1 • 2 70/3 8400 HVAC UNIT 'ACU-6' 5 + _ + 3 + 4 + • PNL M(3) #I/O Q rI 5 OWNER C.U. a- 2000 30 2 _ 5 • 4 8400• 6 • 8400 • 5 R HVAC+NIT 'CAC-1' 2184 30/; 5 • • 6 • • ) 46 GNP \ _ 5 2184 7 8 50/3 4956 HVAC UNIT 'AC-6' 5 5 _ + 2000 • -7 • 8 ---- BLANK BLANK ---- 9 + 10 + 4956 • 5 BLANK _ ---- 9 • 10_-_--- BLANK _ -_BLANK ---- 11 • 12 _• u4956 • 5 _w_P - �-ON ROOF BLANK _ --- 11 • 12 ---- - _BLA_NK _ BLANK ---- 13 • 14 60/3 0,888 HVAC UNIT 'AC-7' 5 '+ 1 BLANK 13 14 BLANK _ � ` I ---- + ---- BLANK ---- 15 • 16 + 6888 • 5 BLANK - ---- 15 • 16 ---- _ BLANK - _ BLANK ---- 17 • 18 ' 6888 • 5 ACU-4 I 2 BLANK _ ---- 17 - • 18 ---- BLANK - - SPARE 150/3 19 • 20 + SPARE (TEMP) I 5 HVAC UNIT 'ACU-V - 17880150/3 19 + 20 • HVAC UNIT 'ACU-4' 5 + --_ • 21 + 22 + + 5 • _ 17880 • 21 • 22 • • 5 ' • 23 ` 2't• 5 + 17880 • 23 • 24 • • 5 5 E EXHA_UST F_AN 'E`'-12' 250 20/1 25 + 26 25 3 2328 HVAC UNIT 'AC-8' S I I - 5 EXHAUST FAN 'EF-12' 250 20/1 29 + -26 ---- BLANK - -- _ _ _ _ 5 E ExHaUST FAN EF-13 100 20 1 27 • 28 * 2328 + 5 5 EXHAUST FAN 'EF-13' 100 20 t 27 • 28 ---- BLANK 2 ROOFTOP RECEPTACLES_ 720, 20/1 29 • 3C • 2328 • 5 BLANK ---- 29 • 30 ---- BLANK _ _ _BLANK - ---- 31 • 32 60 3' 6888 HVAC UNIT 'AC-9' S I I BLANK_ ---- 31 + 32 BLANK _ _ ----' _ BLANK _ ---- 33 + 34 • 6888 • � 5 L _ .- _. _ J BLANK i ---- 33 • 34 BLANK • • •_ _ BLANK ---- 35 36 6888 _ 5 BLANK _ ---- 35 • 36 ---- BLANK BLANK_ ---- 37 • 38 35 3 3672 HVAC UNIT 'AC-10' S BLANK _ ---- 37 • 38 ---- BLANK ----- ---- 39 "_ 40 • 3672 • - v 5 BLANK - _ ---- 39 ' 40_---- _ BLANK BLANK _ ---- 41 42 • 3672 • _ 5 3/4"�::, #4 BLANK - --- 41 + 42 ---- BLANK Phase A 27166 VA 226.2 NOTES: line-line voltage °o ° Phase A 33730 VA - NOTES: line-line voltage Phase B 24832 VA 206.8 _ _ 2_0.8_ rw.P. Phase B 31580 VA 208 Phase C _ _ 27536 VA 230.1 largest motor (va) - w,P r- w.v f Phase C ___ 2828_0 VA - largest motor (va) _Total Connected _ 79634 VA _ Ph Ams _ 0 HATCH Total Connected 93590 VA _ _-0 load code: h. B h P h. A . t _C _-�-otalTactor calculated load -- I PS - i t-- -+- -_�- -- C-6 AC- load code: h, A h. B . C _ _ total factor calculated load va -_ 1. LIGHTS- 0 0 0 VA 01.25 0 QI 1. LIGHTS- 0 0 0 VA 0 1.25 - 0 2. '2ECEPT.= 0 0 720 VA 7201 + 0.5 720 o- W P r I 2. RECEPT.�- 0 0 0 VA + 0. 0 I 011.00 0 I ON R7 LJ ON ROOF 3. HEATING- � 0 A L_ 3. HEATING O 0 0 VA 0 1.00 I 0 4. KITCHEN- 0 ^ 0 VA 011.00 0 PNL 'M' -1 4. KITCHEN- DUGT SMOKE DETECTOR o 0 o VA o 1.00 I o � 5. EQUIP.- 127166 4832 126916 VA 78914 11.00 78914 FOR EQUIPMENT SHUTDOWN t"TYP) 5. EQUIP.- 3730 31580 8280 VA 93590 1.00 93590 6. MOTORS- 0 0 I 0 VA 01 • 0 6. MOTORRS- 0 0 0 VA �0 • 0 7. MISC- 0 0 0 VA 0;1_,00 _ 0 J, I 7. MISC- 0 0 G V_A 0 1.00 _- 0 . -` --- - L 796;34 • 125X of the largest motor + 100X of the balance - TOTAL - 125X of the largest motor + 100 of the balance) TOTAL •: / 93590 1 'M' r7 / \ GV-1 z _j 71 w.P --- - -� _ � -- -- ------ PNL ' - �. F G.►',I, 3/ �'G, #10` I� �I 3 ON ROOF L-C C--111 -- NOTES: 'M' IN MECHANICAL I�L PNL y�C=_-- I3/4"G, #10 f Pte' 'M'00 O ELECTRICAL DEMOLITION REMOVE ALL LIGHT FIXTURE5, REGEPTACLE5, BOXF5, CONDUIT, ETC. THAT ARE A555OCIATED _ o�rdl. I I"C, #4 WITH REMOVED HVAC UNITS IN THE MECHANICAL EQUIPMENT WELL. EXISTING CONDUITS MAY BE RE-USED AT THE 0/A CONTRACTOR'S OPTION FOR CONNECTING THE NEW OR RELOCATED EQUiP�'FNT. ON ROOF PNL IMI 3/4w.P F. ���'' #8 I � �F�� ��- 0PROVIDE TEMPORARY ELECTRICAL PONVER TO HVAC UNIT 'AG-4' IN IT'S TEMPORARY LOCATION. w.p ELECTRICAL PLPLANF - --] AC-9 v-,q -J F 3 INSTALL LIGHTING FIXTURES SALVAGED FROM DEMOLITION OF EXISTING MECHANICAL HELL. COORDINATE EXACT EN:EN NMLIN ON ROOF ON ROOF I O LOCATION HITH MEGHANICAL EQUIPMENT AND DUCTNHORK.. CONNECT TO EXISTING LIGHTING CIRCUIT VIA NEW 5WITGH CITY OF TIOAR� C 1 U I ADJACENT TO ACCESS HATCH. I N 13125 SW HALL ELVR V22 RV ►Ao 3 INZ � --� /1 TIGARD CITY MALL v��S`s'o z._. HVAC MC�IFICATI�?NS 16,597 y�. / 1 ELECTRICAL POWER PLAN Consulting Engineers 2007 S.E. Ash St. r FA I Portland, OR 97214 OREGON DRAWN BY_ PRS ' 1.0 1 /8 = 1 ---0 .C� 5 ) aFAX: (503) 234-067 �\I,kY zDATE DEC , 2002 INC.WWW,MF1A-ENG,COM " - r L, -- E10 EXPIRES 12-31-2F0_3 SCALE AS SHOWN I • f Hall Blvd 13125 E.E,S.I. -- 687 N.W. 5TH STREET TELEPHONE (541) 754-10b2 BUP200 1Oc0127,MEC2003-0012E f 17 LORVALLIS, OREGON 97330 FAX (541) 753-3948 NOTICE: IF THE PRINT OR TYPE ON ANY Jill Jill 111111 !1 ' 1 A I 6 I 1 1 ( I II I I I 11 �II I I 11111 II1V1I � 004 8IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 3 ITIS DUE TO THE QUALITY OF THE _ _ _ _ _ No.38 ORIGINAL DOCUMENT E_ 8Z -13Z -G�Z AZ �Z 6Z -f�Z _- Z- iZ OT, 1131 8I[ G�t 9t 4i 6l SI Zi�tt I t 8-- Q �G - 19 4 � - S ZI t�iruN T I I� III ► ►ILlll�lllllllll lilllllll 111111►11�11�1 II►I jr, IIIIIIIIIIIII►III11�1111 ►III ►11111111►11111111.111111111 ILII Iii Illllllll►►Il►►lllllll II 1111 II IIIIIII,I�IIIIIIII III I 1 1IIIIII�I ► I III 111 TillIIIIIIIIIII I1 lllUa11111ki L.ill111111ll11 llllll�l,IIII�F�II, r ••• • • •• • • • • • ••• • •• • •f• • • • • • ••. • • • , • , • GENERAL STRUCTURAL NOTES N • •.. . CODES AND STANDARDS: "• 1:0 •• '• A. All materials and workmanship shall conform to the regpirement3 of m :•. ;.; ; the Stnte of Oregon 10198 Edition Structural Specialty Code and Fire 90 N .:. ; and Life Safety Gose as well as the UniForm Building Gude 1997 w r- Edition. �1 B. American Concrete Institute AGI 318, American Institite of Steel W 6j Construction, 4 American Welding Society. _ I DESIGN LOADS: C u Z A. Roof Loads Dead Load - 10 psf N w Live Load 25 psf I Z W Mechanical Load 5 psf (Ductwork) CV m C. Wind Load Basic Wind Speed - 80 mph N Q 1IIB" rO Z Exposure i D. Seismic Load Seismic Zce 3 N W :n -- CgENERAL REQUIREME14TS M . . O A. Contractor shall be responsible for all construction methods, Z z N EXISTING techniques, sequencing, and safety required to complete construction. g M Q N CRICKET REMAIN B. Contractor shall verify all dimensions and details prior to proceeding with p TOC� construction. All discrepancies shall be approved by the Engineer of record. I w 4 C. Contractor shall verify all required openings on Mechanical and Electrical plans. i S4 EXISTING EXISTING a N a M I SLOPE Z SLOPE B I LGO NB ROOF HH- ATC \ (2'-0" x 4'-b") �� N JNSPECT"ION AND TESTINr. N A. All instruction shall be inspected in conformance with the Uniform 2 g AT EXISTING LADDER LOCATION REFURBISH � Building Code 1997 Edition and the, State of Oregon Structural � � �^��o iA 4 REUSE EXISTING _ _ _ _ _ _ !_ _ _ O _ _ _ _ i_ �- Specialty Code 1998 Editiai. sz 4M8M n, 0) UJ I I STRUCTURAL MOOD: (' z ='o M" NEW ROOF DRAIN A. All structural wood members shall be Coast Region Douglas z z �2 SS �v OVERFLOW DRAIN Fir No. 2 or better grade as noted in National Design1 a� (2 PLACES) Specifications for Stress Grade Lumber and its fastenings, fJ . . . . unless noted otherwise. Allst shall be Douglas Fir #1 or better. . ' B. All studs to be Douglas Fir stud or better as noted in National - - - AC-6 A I - - Design Specifications for Stress Grade Lumber. z - I G. The Contractor shall furnish ar.d install all bolts, and 0 . . , i • . . . • SINGLE PLY MEMBRANE plates as required to complete the job. (J • • • . . . . F ,1 r -1 I ROOF ING TO D. Washers shall be used under all bolt heads and nuts bearing on wood. ROOFING TO I IC-� I��I I, - I�� I . - . MATCH EXISTING E. All wood members in contact with concrete or noted as P.T. shall MAT�.H EXISTING - - - - - � Id-x� � J �-� � � I -. _ be pressure treated. . . . • • • F. Unless Noted Otherwise Headers are to be 4x8 DF/L #2 or better. U . . . . . . .. I G. All nailing not sFlown shall be as called for in U.B.C. table 23-Q, z nailing schedule. ' ' s H. All roof sheathing to be 3/4" CDX plywood with T 4 G edges, or 15/32" . I _•_•.�.•.- CDX plywood as shown on the plans. U) NEW HVAC 1 O0F UNITS I. All wall sheathing to be 15/32" CDX p!';wood or 7/16" O.S.B. •.•. PER MECWA141CAL PLAN ' .•_ N a -GRAVITY VENT w� .. .. . . . . . . . I SEE MECH. _ ,P . . . • . . . . . . . . ' . . . I I _ �, A. Joists shown on plans as "TJI" to be manufactures! by Truss-Joist MacMillan � z f Z or anpal. Joist assembly to be tested under UBC testing procedures. • . . . . . . . . . . . • . - .- -'• •'. B. Complete joist designs bearing the stamp of a professional engineer ' GV-2 _ registered in the State of Oregon to be submitted Por review. _ _ _ _ . . . _ . _ . W II •- - C. Joist manufacturer to provide all specialty items needed for a normal and complete installation of floor joists. The ma,ufacturer shra:l all z N _ ' GV-1 II N . . . . . . . . - MATCH TO assciated load transfer blocks, hangers, bracing, ng,�u� V- J W-- EXISTING ROOF �locki and - W _ beveled plates as required to finish the framing. . . . _ . . . _ . N - - - _ - - I -- • . . . _ . ©cy . . . . .•. . . .-. . _ . ELEVATION D. Alternate joist or truss system shall be tested. Results of load test on • - - - - m component parts, full scale tests on joists and an analysis of test results shall 0 . . . . . . . . • . . . _ _ . `. . _ _ -i Le-- * be submitted t. W o the engineer for review. . . . . . . . . . . . . . . . . . . . . . . . . . I I p U RIDGE RIDGE i . . . . . . CRICKET ELEVATION 3 1/2" NIGH •--•••--••- - MANUFACTURED LUMBER: > . . . . . . . . • . • . A. Parallam to be manufactured b truss-Joist MacMillan or 1. LLJ . . . . . • . . . . . • 1L.7 7 . . . . . . I I CAC- II .®N . . . . . . . . . . . . . B. Minimum properties: (� Ocv - - - - - --� GRAVITY VENT I . . . . . . �N _ _ . . E 2.0 x 10'` SEE MECN. F 2900 psi z •.'_._...-._.-.-.-.-..�- � -_-_-.-.-.- .- � - - - - � _ f� 2010 psi -^J Z . . ._..._... F,l 650 psi Q Z — ' 0 � LwLJ ,I� s4 . . . . . . . . . . . .4 wZ r2 LLJ . . . . . . . . . . . . . . AC-8 ixi . . . . . . . . . . . . . Q . . . . . . . . . . . . - - - . - • - • > o . SLOPE SLOPEI . ' �- — ---1 � _ j:: J �� 4 E-- A C -9 I X I LAJ 3 n � IXIAC-10 � Z EXISTING EXISTING 0 SLOPE . . . I �� . . . . SLOPE LL S 0 ' 3 0 C T D PRO S4 N\-1-NEN 8.510 J ' NEW THRU' PARAPET SCUPPER t DOWNSPOUT (2 PLACES) 72', oN\A1ti �'�.-CENTERLINE !� SS�\ CENTERLINE OF EXISTING R. PES CLU•-LAM BEAMS EXPIRES: DEC. 31, 2001 OF EXISTING GNU-LAM BEAMS 21'-7" - DWG . N0 . S 1 R 0 0 F P LAN 1/4" = 1 -d Hall Blvd, 13125 of 6 NORTH BUP2003-00127, MEC2003.0012E 12 of 17 NOTICE- IF THE PRINT OR TYRE ON ANY rlI III III III III IIS III III Int III � � � III III IIIIII! Ili III III � � � I � III ISI III � � III III III I IIIII III� III ', III111 III III � � III � III IIIIIII � � � III IIIIIII III � � � IIT I � oZ� 004 111I 1 2I I I I I I I sI I hI I I I a I I I 110 11I 1� Yn IMAGE IS NOT AS CLEAR AS THIS NOTICE, I _1 __ l _ �_ I _Wil.- ___ -_l �_ -L —^L -- � _ __ ____� _r L�_�- __. •.,R.q.rl,llMe•we W:v.w..,.. ITIS DUE TO THE QUALITY OF THE "°.3e ®' •:==� ' ORIGINAL DOCUMENT i �> 8fZ SZ I GIZ 9�Z b1Z "i fl U7, 8I 8i Gt 19t 9i 6t £I[ 7,t I tt t 8 I 8 ,I � SII II . �I�I� I I Illlil ► 1111►I��IIIII I�11IIlillll lll�lllll�ll,Ilill.I�III�I�11llilllllll�l lll���l��i���� 1►��►►��1����i►����i�����I�I�I I«��� I��L1�11 ►��u�Z11 � 1�►�11, IIII IIIIIIII. IIIIIIiil1 IIIII�III IIIA ., ►III III ,,. II II ILII ► I nil ��1r� Rlllt�l��lil•RAt' �:�.�cC .Y arfWr!@-t!MUtl9kV$'d�} .. (d�xpi�i�•�91�+:n' _. • • • • • • • • • • • • • • • • • • • • • • • • • •\ • STEVENS-APPROVE lASHING_ • • • • f • • • / TERMINATION DETAIL • ••• SEALANT AS REQUIRED (TYP) N (REFERENCEALL APPLICABLE STEVENS CIT EDGE SEALANT DETAILS ON ROOF PLAN) P:1 .•• •.• •• •• STEVENS MEMBRANE I HOT-AIR WELD STEVENS MEMBRANE COMPLETELY --- STEVENS MEMBRANE m cL9 • • HOT-AIR WELDED —' ----- STEVENS PLATE AND FASTENER I ..• ... .. STEVENS 0.055' (1.4mm) STEVENS MEMERt,. .c... • .. UNSUPPORTED MEMBRANE STEVENSSTE✓ENS FASTENER 6" (150rnm)O.C. ■ D INTO WALL 12' (300mm)0 C p - ----CLAMPING RING MAIN 2 EACH SIDE HOT-AIR WELD Y .- CLAMPING RING STEVEN`:-)ALL-PURPOSE SEALANT S1 EVENS MEMBRANE COMPLETELY STEVENS ALL-PURPOSE SEALANT (USE 1 TUBE PER DRAIN) HOT-AIR WELDED _ LA. ►w- STEVENS BONDING ADHESIVE 8 CI (USE 1 TUBE PER DRAIN) - STEVENS CUT EDGE SEALANT TYP = Q _ ( ) .V STEVENS MEMBRANE STEVENS MEMBRANE CJ Z -- STEVENS CLAD METAL 2" 5bmm) , HOT.-AIR WELD • i i MIN STEVENS MEMBRANE D STEVENS CUT EDGE INSULATION SEALANT V) 1 a W f I W �-- DRAIN BOWL DRAIN BOWL ; N Q INSULATION -TAPER TO 7STEVENSPLA WINSULATION -STEVENS FASTENER 6" (150mm)O.C.-7 ACHIEVE A SMOOTH MIN 2. EACH SIDE � '�'�"'°"" n aTRANSITION TO DRAIN BOWL ATION mZ W= TREATED WOOD NAILER ASTENER O Z m Ir- N FIELD SEAMS CANNOT CROSS THROUGH DRAIN CLAMPING RING AREA Z O IF THIS OCCURS,A MEMBRANE^.�RGET-PIECE SHALL BE INSTALLED SIMILAR INTO DECK (SEE CHART 2 N (n K DRAIN MUST HAVE FUNCTIONAL CLAMPING RING L10 TO STEVENS DETAIL SR-200. � _ O j Iq EXTEND MEMBRANE 1 Ire•(38mm)BEYOND DRAIN BOLTS(DO NOT"NOTCH'MEMBRANE) USE STEVENS UNSUPPORTED MEMBRANE AT 3-PLANE CORNER TRANSITIONS FOR APPROPRIATE SPACING) 0 ' DR41N MUST HAVE FUNCTIONAL CLAMPING RING m Q I ((� CUT HOLE IN MEMBRANE TO APPROPRIATE BOLT DIAMETER&INSERT BOLT c SEE SPECIFICATIONS FOR MINIMUM NAILER SECUREMENT REQUIREMENTS [� N I THIS DETAIL SHOULD BE USED WHEN INSULATION TPANSRICMUSUMP EXTENU Ni,MBRANE 1-112-(38mm)BEYOND DRAIN BOLTS(DO NOT SEE MEMBRANE) O I / CUT HOLE III MEMBRANE TO APPROPRIATE BOLT DIAMETER&INSERT BOLT REFER TO CHART 5-STEVENS INSULATION 1.157 AND FASTENING PATES 7 1C) W PRECLUDES USE OF REINFORCED MEMBRANE HOLE IN MEMBRANE MUST BE GREATER TKAN OR EQUAL TO THE DRAIN PIPE SIZE. ' HOLE IN MEMBRANE MUST BE GREATER THAN OR EQUAL TO THE DRAIN PIPE SIZE lil REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES. REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES IL! X EXIST NG �' 1STIN I DRAWINGfq a DMWINGNO DHAWINGNf) DMNANDNc HIGH WALL FLASHING � �LVr C,I z 91-OPE 1 SR-2oo ALTERNATE DRAIN FLASHING SR-201 DRAIN FLASHING - A SR-211 THROUGH-WALL SCUPPER SR-331 SECTION VIEW F.. \ iIll C4 I � � UNIT COUNTERFLASHING ( ) /3�. LJ o°f cv 4-112" 114mm MIN o a'� � 8-1/ (216mm)MAX. a: lh rn OD - -- - - - _ - STEVENS ALL-PURPOSE SEALANT 2"(50mm)DIAMETER SEAM PLATE F.w W 1-1/2" UNIT COUNTERFLASHING (� °f MI STEVENS TERMINATION BAR FASTENED TYPICAL LAP CROSS SECTION FOR [:S M „ STANDARD MECHANICALLY a 01;9,^M ^ - 6 (150mn1)O.C.WITH STEVENS FASTENER- ATTACHED ROOF SYSTEM USING 2- / FASTENED 12"(300mm)O.C. -. Q 0 o c 1/4"(6mm)GAP BETWEEN SECTIONS. (simm)DIAMETER SEAM PLATES • _ - a.� . ,• z 0 vv •� STEVENS BONDING ADHESIVE 5-1l2"(140mm)MIN 5-1/2" (140mrr.) N11N. H Z W REMOVE EXISTING STEVENS BONDING ADHESIVE W - I - STEVENS MEMBRANE 8-1l2"(216mm)MAX 8-1/2 (216mm) MAX. rJ I I I I II GABLE END WALL -STEVENS MEMBRANE III 2-318"(60mm)DIAMETER SEAM— / _ — _ __ _ — = = -- - a=1= = = = =1=1===�I====1 � _ �\\ HOT-AIR WELD PLATE 2'(50mm) - 2"(50mm) MD / I _ — I I —HOT-AIR WELD TYPICAL LAP CROSS SECTION FOP n/ r— - — — — I I I I I \ STEVENS CUT EDGE SEALANT -STEVENS CUT EDGE SEALANT MECHASYSTEM USING ATTACHED ROOF T -• ' _ — \ SYSTEM USING 2J/8'(BOmm)SEAM I— — — —I STEVENS MEMBRANE STEVENS MEMBRANE PLATES(SEE SPECIFICATIONS FOR ••: IT - �' T _ EXISTING ROOF FASTENER OPTIONS) O \ STRUCTURE INSULATION INSULATION '• V \TO BE REMOVED --------- / 2"(5/2"M MIN. ✓ I I I' I I I \\ • a + ,1 SEAM PLATE METER U I I Q TYPICAL LAP CROSS SECTION FOR TYPICAL LAP SEAM CROSS SECTION VENTED ROOF SYSTEMS FOR FOR MECHANICALLY ATTACHED FULLY ADHERED,BALLASI ED & r STEVENS PLATE & FASTENER , .• ROOF SYSTEM USING 3"(•>�)SEAM INTO DECK(SEE CHART 2 : •- - • �. . • PLATES. FOR APPKOPRIATE SPACING) ~' - - - - - _ i - - - - - -:� - - _ _ - _ - - _,- _ _ =i �_ = _I \ STEVENS PLATE AND FASTENER - / r 14 r T-- - - -- -T - III \ INTO DECK(SEE CHART 2 FOR � APPROPRIATE SPACING) Ix \ FL.ASHIN i SHALL EXTEND A MINIMUM 8'(150mm)HIGH WHENEVER POSSIBLE FLASHING SHALL EXTEND A MINIMUM 6-(150mm)HIGH WHENEVER POSSIBLE AND / _ — � "`-�-t —�z- -- — •— — — — = -- _ _ =I = \ AND MUST BE ABOVE ROOF FLOOD LEVEL. MUST BE ABOVE ROOF FLOOD LEVEL W REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES. REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES SEE CHART 2 FOR CORRECT FASTENER SPACING. SCF..CHART FOR CORRECT FASTENER SPACING. DO NOT COVER WEEP HOLES ON UNIT REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES. REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES (� ' STOP BAR 1T Al L CORNERS(DO NOT BEND INTO OR AROUND CORNERS),PILLOW \ OF EACH END.MAXIMUM GAP BETWEEN SECTIONS AND FASTEN BAR WITHIN 2•(50mm) �EXISTING ROOF iizw,/ I Illi I AC111-4 III I SUPPORT COLUr'I1�5 I _ _ __ _L _ _ _ — — - - _ _ _ — _I=_ _ _� l= — I TO BE REMOVED DRAWING NO DNAVANGND Lap Seam Cross Section —• — -- -- DRAINING W. DRAWING NO - -II = — = - - -I - - - - - - -r — -- - - -i — I II — � \1 (10 LOCATIONS) SR-431 CURB FLASHING - A SRA33 CURB FLASHING - BsR-600 LAP SEAM CROSS SECTIONS sR-sooA Maxfast Seam Plate All z EXISTING 'SLOPE I ; - - - - -- — _ — .- - - - - J II \ STEVENS MEMBRANE / 1/40:12"t I III' I I I L I I I \ STEVENS CUT / � = _ _ _ — _ — _ _ _ — _ _ _ = _ _ _ _ _ = 1= = = =1 � _ � EXISTING \ HOT-AIR WELD WHEREREQURDDESEAIANT / I it I I SLOPE \ -STEVENS CUT EDGE SEALANT V) I 1/4":12"± \ (WHERE REQUIRED) HOT-AIR WELD W r I _ - T - - - I I STEVENS BONDING ADHESIVE STEVENS MEMBRANE SHEET \ I T I I / (MAX. WIDTH: 76-1/2"(1.94m) \ HVAC UNIT = — =1 i= = J a: \ TO BE REPLACED I — — — — I - _ -__I LC R = \ I IL11 L — _ — I I II II hh I I I / INSULATION-SECURE USING ONE=ACS!-6 _ = l I F e • _ / FASTENER PER 2 SQ. T. OF \ r III' T T III / INSULATION AT FULLY ADHERED INSULATION Q Z I I 117 I I I I I I / AREA. STEVENS MEMBRANE = 00 W _ — _— — L L -i _j __ _ / STEVENS PLATE AND FASTENER Q 0 L� INFILL P ETRATIONS (SEE CHART 2 FOR APPROPRIAI E STEVENS FASTENER AND I� z IMMEDIAT Y AFTER I III I I J r III / FASTENER SPACING) PLATE INTO ROOF DECK. Q! — REMOVING �XISTING I I I! _ — — — — — _ I I -- _ _ — _ I I — I / �"' C7 V DUCTS w/ 2N FRAMING A5 _ � _ - - - - - - - - - - _ �#- - - - - -- _ �� _ — � — � / - C Z — - REQUIRE?, AICD SHEATH - I 11II - - - - - — — — — LI - - — — — — — 7 J III I / • THIS DETAIL SHALL BE USED WHENEVER VALLEY OR OTHER SLOPE TRANSITIONS ' RIDGE CONDITIONS SHALL BE CONSIDERED PERIMETER EDGES WHICH REQUIRE � •' LLJ W I TW 1/2 C-D PLYWOOD _ �.�_ _ _ 1_ _ _� _ _ -�- - - - - - - - EXCEED 2:12 SLOPE IS DEGREES). THE INSTALLATION OF PERIMETER SHEETS(PARALLEL TO THE RIDGE)IF BOTH OF THE Q '- — — —� — — — — — - CONDITIONS SHOWN BELOW ARC TRUE: OR 3/16" O.S.B. _ — — ' ' _ — ' ' _ — - — — — — / WHEN POSSIBLE,SEAM WELDS SHOULD NOT BE LOCATED AT LOW POINT OF VALLEY i T _ � 1)THE BUILDING RESIDES IN AN ASCE EXPOSURE CATEGORY'G OR-D-(SEE CHART A). V REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES,SEAL WEATHER IGHT WITH I I f _ / 2)THE ROOF SLOPE IS GREATER THAN 2 12(8 DEGREES). 3O# ROOFING MA RI AL L III' / FASTENER SPACING NOT YO EXCEED 12"(300mm)O.C.(SEE CHART 2 FOR APPROPRIATE (8 LOCATIONS) �\ _ "- _ _ _ — ' — — i = — _ ' ——— — � — r FASTENER SPACING). / J SHEET ORIENTATION MAY VARY S REFER TO CHART 5-STEVENS INSULATION LIST AND FASTENING RATES z SR-611 VALLEY FLASHING DETAIL DRAINING NO sR 612 RIDGE CAP FLASHING DETAIL LTJ LZ � I I REMOVE EXISTING ROOFING AS REQUIRED FOR NEW \I — L. _. — — — -► I I- - - j,;' CRICKET CONSTRUCTION 0 0 � NOTE: DETAILS ARE PROVIDED FOR BID PURPOSES ONLY. FINAL DETAILS MAY VARY DEPENDING UPON ROOFING SYST,__N EMPLOYED. LicyZ ALL ROOF DETAILS ARE TO BE AS RECOMMENDED BY ROOFING MANUFACTURER. - - - - - — -- - - - - - - - - - - - - — I _ RIl C T - - - - - — - - - - - _ — -- - - - - - - - S��REO PROS �q REMOVE EXISTING WALL ABOVE a.510 ORIGINAL PARAPET - RECAP, FLASH AND REPAIR AS REQUIRED j: N 4 CENTERLINE CENTERLINE EXPIit��: DEC. 31, 20A OF EXISTING OF EXISTING GLU-LAM BEAMS 21 -711 —� _ ' GLU•-LAM BEAMS DWG . N0 . S2 ROOF DEMOLITION PLAN Hall Blvd 13125 of 6 SEE ALSO MECHANICAL DEMOLITION DRAWING NORTH BUI'2003-00127, MEC2003-00171 13 of 17 020722-`_. w�Y :•IC1�1}P'lb4i' :;etva�m .,. _._. _:_.__ _ Y..+..,.rrn.•I•��, , . 11: ..: :•.... .w•..,.•t••ww ••"°•' I ,-- inYru•ay ¢ . 4Jr 1••W'J•tll•AlYNI �' NOTICE: IF THE PRINT OR TYPE ON ANY rlI ►Ir i ! i III III III III ( � ISI III IIS III III IIS III III 1111111 III I I III III III III III III III I Illil III III III III III III I I III III ' IIIIIII III Ill 1111111 Ili III 111111 ;�'7U�J�4 _ I I 101 11 12 IMAGE IS NOT AS CLEAR AS THIS NOTICE, - 11.. ------ l._ - ---1.- - l --- - - g -- - - J�. -1 - - �Yl----____ � 1 IT IS DUE TO THE QUALITY OF THE No 3B �'W ':•""'ORIGINAL DOCUMENT t: 61z Fz �LZ 9�Z �Z 6lz S�Z �Z to tEll 6li8 [ t�.TT [ iO9I T I ll ILll�lllllllllllllllilllllllll!IIIIIIIII! IiiIIIIIIIIIIII!IIIII!111�i1!!IllIllI � �.lu�lll I I IlJ I!i rel 111 I I�Il�li I! I k ♦ • • • • • • • N • Y ••o t • • • • 1 8 m I Y A C U . . W �� Sd I I I = Q CN I i - — -I Q EXISTING TJ/50 x 22 4" o/c I V� JPv W I S�1 N --{ o I -- 0 W o EXISTNG CRICKET TO REMAIN !I EXISTNG CRICKET TO REMAIN — _ -� CU 0� z S zLu EXISTING TAPERED 2x10 SLEEPERS - EXI TING 6x10 I 30T x 54 OPENING EXI TING 6x10 o c w - F" I I FOR ROOF HATCH I I PLYWOOD SHEATHING OVER ? 0) o rn EXISTING 3/4 ROOF SHEATHING m CC u^:226 P EXI TING 6x10 I ON TJ�6x ole - °i � °' EXISTING,6x 10 -- - - ------- -- -- -- - - _ - — - - G °f rn 1— W - ----- -- OURSIDE FACE OF PARALLAM RIM 0) W MM - - w I' 14 'TJI PRO 250 I Z' dco C4 z *� II II — I I I _ TAPERED 2x4 SLEEPERS ! 0 2411 o/c w/ 15/32" G-DX DBL 14 rJl PRO 25 j PLYWOOD SNEATHIN OVER _. _ Z EXISTING ROOF STRUCTURXT I IALIGN SLEEPERS WITH EXING _ _ I _ _ _ _ _ _ O i I JOISTS 4 SLEEPERS, TY ICAL I BL 14" TJI PRO 250 I I'C'I I ISI I i m _ . �II_.,I I " '- =- I - - ---- - - - - U I DBL 14 TJI PRO 250 14" TJI PRO 250_ u �•. FX I ST I N - EXISTING TJ/50 x 22 0 24" o/c EXISTING TJ/50 x 28 6 24" o/c _ - - j �_Ve, _GTJ/50 x 8 @ 24" o/c I w/ TAPERED 2x10 d 24" o/c OVER a - I 14" TJ I PRO 250 I I " w/ TAP ED 2x10 0 24 o/c DI OVER " I I Q ( W I 14 TJI PRO 250 I V W 14" TJI PRO 250 I I ►- 2 GV-2 I w 14" TJI PRO 250 ! I _ _- _ — ------•- —.-_-_ _ I If / SII i i _ � z GV-1 14" TJI PRO 2.50 I IL_ -�I w z w I O " N Z j = _ cry 14 TJI PRO 250 _ v - - - - - _ w I I RIDGE , _ - - 14" TJI PRO 250 - > O I w A UJI-' w ,A, 14" TJI PRO 250 {,7 (L Z - / lqr 14" TJI PRO 250JN CL z co -- N — — r W x �' 1 o - o to x (n Q w 7— to Q i} � — 14" TJI PRO 250 �'�-� _ 0 w 44 CL tu 40) t!� �' 111 to � Z Q c.� w D Sa � ►� I �+ .Q w Z DBL 14" TJI PRO 250 - Z - A ss - - - - - - N _ - - - - \ - - - - - __-- _ -- -_ � _ _ _ 000 w - I � V =� w x- L DBL 14" TJI PRO 250 A C-8 " - ---- -- -- - - - - - - - - - -- - - -- DBL 14 TJI PRO 250 � - - 14 TJI PRO 250 ,� N 14" TJI PRO 250 _ __ 14" TJ_I PRO 2501 I d w a, __ -� — \ Imo- - �--- Q C4 U- -- -- - - --- - --- - w �- DBL 14" TJI PRO 350 - 5 ' x DBL. 14" TJI PRO 350 I�� 1 V �' Z Z DBL 14" TJI PRO 350 I I I - ,-- - - - - - C4 Ib Z I — — -- Z 3 I— 5 54 L-4,44-11 3 �i w= INSIDE FACE 0 Z PR 250I s�, w-) N p I TIN WA w ti) - I I <`+ ®, SHEATHING 1 3/4"x14" PARALLAM - - —� ---- -- ,� � V C To ;►- D PROr Ss e•sjo I I I EXISTING PARAPET WALL I I -EXISTING PARAPET WALL --� R. pt. %S . 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