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10350 SW LINCOLN STREET-4 VU du Ill bu 5U 4U JU LU I U u c' n; r" x Z O a C v C7 M C] q Z �3 c � tY LL. 73 po/ ri, f:: P A 0 Vv 4 LA E Lz/ a R E L N ARY SC 00, � r M LC C �C [ED) H r H C, �- �J 1 ARCHTECT INDEX OF DRAWINGS SELIG / LEE / RUEDA ARCHITECTS and PLANNERS 213 SW ASH ST. 503-224-0173 ARCHITECTURAL PORTLAND, OREGON 97204 0.0 COVER SHEET --- 1.1 OVERALL SITE PLAN 2 1.2 ENLARGED SITE PLAN 2 V� XAVI R E P EDS, �, VL HBH ENGINEERING, INC. �RT D, o cc-N 11535 SW DURHAM ROAD STEE9 %3-670-04% PORTABLE PLANS �9T� �Go• TIGARD, OREGON 97224 1 FOUNDATION FLAN 1, OF 11�J 3 FLOOR PLAN — U v LANDSCAPE 4 ELECTRICAL/MECHANICAL PLAN ANDERSON ASSOCIATES 22181 NW PHILLIPS ROAD 503-647-7400 E L E C T R I C A L HILLSBORO, OREGON 97214 3 E1.0 ELECTRICAL_ SITE PLAN 3 E2.0 SIGNAL SITE PLAN MTCHEN RAY SOUCIE AND ASSOCIATES 2305 S.E. 50TH 503-236-8566 PORTLAND, OREGON 97215 STRUCTURAL w NISHKIAN DEAN w 4 319 SW WASHINGTON ST. #720 503-274-1843 4 Q.) PORTLAND, OREGON 97204 CV CV CL c'7 I\ LLJ N rn MECHAMCAL o Z J z �J --- o PAE CONSULTING ENGINEERS, INC O 808 SW 3RD AVENUE 503-226-2921 = PORTLAND, OREGON 97204 cn o GC "' z ELECTMCAL Q z 5 5 Z Q = CUNDIFF ENGINEERING, INC. w 8885 SW CANYON ROAD, #205 503--297-7738 PORTLAND, OREGON 97225 J 111) UJ04 ACOUSTMAL COO NSULTANT ............ UU oc ALTERMATT ASSOCIATES, INC. e SW m Garden Hoe Road N 522 SW FIFTH AVE, SUITE 1200 503-221 -10441 �� UJ PORTLAND, OREGON 97204 ` 6 ENONEER 6 issue date: 19 June 2003 ��� --PROPOSED METZC�ER GEOTECHMCAL ELEMENTARY SCHOOL job number: 0321 102536 3W 90TH AVE revisions: GEOCON NW _ 1OAF , OREGON 97223 8380 SWNIMBUS AVE. 503-626-9889 � ``-� - -���-�r�-- - / CITY Of TIGARD BEAVERTON, OREGON 97008 ..•...........•••.•...::.::::::: Approvod. � �• Conditionally Approved., d l / — For only thew as describe is PERMIT NQ.I,k.UPZPO — OO�BIi� See Latter to:Follow.................................. .....( `r A nch... ........ .............. . ..... n�j SW Loci st Rb Addry IV s SW -so L LS/ 7 CUVERSHEET J g file name: 0321 1000-ph2 v OFFICE COry N C28 VICINITY MAP NC'f TO SCALE -- _ OwO WEP 90 80 70 60 50 40 30 20 10 8 10350 SW LINCOLN G METZGER ELENIEN'TARV 1-8 ;�� .�K.r �-r-�'•'ta,._...,,:,.. w:",,,- ,.,_-,. .:,,...., ..yyykyffn➢F:�.s„r...:.�..-,--..w;�,.�.a . 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IF THE PRIN”Of- TYPE ON ANY f r�nl�r LILIIIILILILILIL VIII I I�III�I I�III TT�IIITI�IIt�TI Tr�ilrr I�rlr III�IIIII III I�IIIIIII�L VIII IILIIItII IIIIIBILIIIIIIII�LII�IIiLII�I I�I I I�IIIII�I IIIIII�Lllill� ill I� I� IMAGE IS NOT AS CL'-'AR A S THIS NOTICE, L- - L ---iL--- I-- I --- !- !��I I _L—_.-�- - L - ---- 1-----I - - 1 - --I- t 1 I I t2 j �1 C� Y'l. �� zlcz) IT IS DUE TO THE QUALITY OF THE _- ORIGINAL DOCUMENT L' 8L 8L LZ 9L L ti'l BI LT9T9 � 6T tii TT TT T 8 L 9 9 1r £ L Tn---1- ��I ! ��� ��I 11111,11 11 ���► ►��C► ���I��Ji!l I��I��II!I IL ���1( !���,1�����,���1������IIC�i�� �I��►�IIC<<I� ���i��►11���►-�� � ���►�►l il>�Ill ►��I��II> � ��1►�l�1 30X i ,p i, 6 I` kM"l 80 /� 80 5040 30 20 10 0 90 r iJ) � d v WCV Cr) U L z I I o LAJ 0 I o S 0) Q v (n I � NO — /� 210 10— - --� c- - - 7-,(-) - - - - S W LOCUST STREET --- - --- - --- ----- ------ -------- - ---- - - - - - -- - -----------------------------------------------------------____--1�- --..-_..___..______-_______-_-_-_--�_7__-__---_-_.____-____________-__�._N..-M--..._..M-..N--__-- �- _ _- _.�_ _ I- ____ a SCI��OL ZONE °� (ESL)j i EXISTING r"RL 7_ (ESL) ISTING FIRE HYDRANT UGUV -- - - - -- W /'` I I I 4 'Og_ �/ _ �� EXISTING CONCRETE SIDEWALKS EXISTING CONCRETE SIDEWALKS- AND CURB CUTS Q I I _-- - " i AND CURB CUTS ' p Z I ( ' I J I I / XISTING VED J O I I I i I i ARKING ( I 2 WER E. UEDA, n 2 I rn , w l I I I (E$L) I ; i ' I I � PORTL D, GREG t, 4, I o o I I of G z l i t I� I / � � -J I I .I � I I U7 � I EXIgiNA bUt.C1MrQ I \ II I CO STR JC 0 K� RD (ESL) I J ?1 EXWrNQ B111.DING 0 L----------------- 0 -- --------- / / --------- ------ ----- ------ - I ' WELLHEAD � L� 1 + + Og o EXISTING CONCRETE SIDEWALKS 2 AN D CUTS �_ -- - » G I � Q M I ---- -- = --- ---= --- ---� ------ I , cu c�. ��, L� c� Z 1 I O O - \___ w ��` EXISTING FIRE HYDRANT -- - U cc EX6TNO�l1.CC ' Ec ;fir+ TO REMAIN AS PART OF - O C'- PHASE 1 � / �-.� 0 V � _ I Z 0 ci 0 MAINTAIN EGRESS FROM i _ I C4 O EXISTING BUILDING TO I W - -- - PUBLIC WAY - C/3 � RD +- / - /_R I / + CONSTRUCTION - / / FENCING ^1 I �" Q z 5 - -- - -- --- WD W / __- FIRE DEPTARMENT ------------------------- -------------- CONNECTION r - �� I _ - �_ _ �, -- E LJJ L • i EXIBM WI DNiK+1 TO BE F -WYVED MC.) N tZ•_-----lJ__--_-----LZ_-___-r-_ice-__-_--...-_.GL--__ 1 / �Ll NEW LOCATION OF (3) EXISTING W / , ---1 - I PORTABLES AND ASSOCIATED / ---�--1- ------ � - / II { DECKS, RAMPS AND STAIRS EXISTING FIRE HYDRANT �r�_ GENERAL NOTES TO REMAIN AS PART OF / PHASE I / / �_ I 1. REFER TO SHEET 2.1 FOR FLOOR PLAN / ITNO PORTA"2 ---=�—� I �' I DIMENSIONS une 2003 ( L) / I ( COVERED PLAY AREA ' 0 = r 1 > ' I OFFSITE IMPROVEMENTS ALONG 90TH AND 6 SSU@(18t@: 1 i I 6 / ___-_ -----{�- -..�..____�___ ---------- J`�/ / I TO BE REMOVED (NIC) _Y I I LINCOLN AVE WILL BE PART OF A FUTURE PHASE job number: 0321 3. (ESL) TAG - EXISTING STREET LIGHT ! / / �� f —�_.• 1 ! , - I revisions: / BXF3TWO PORTABLE 1 f 195 / I j i � CONSTRUCTION I POCHET LEGEND E__________ __________ i -`�•\ _�FENCING (NIC) FUTURE SITE PAVIN I ® RELOCATED PORTABLE FOOTPRINT XISTING CHAIN LIN / FENCING TO RE � EXISTING BUILDING TO REMAIN PORTABLES (DECKS BE RELOCATED 28 I I 1 ASSOCIATED -- / TO BE REMOVED 2 - TINC CHAIN LIJK FENCING TO REWAI� I i 7 OVERALL SITE PLAN 7 / \ _ � � - I J i PORTABLE RELOCATION 11 r y � o EXISTING FIRE HYDRANT o - - � _ - - �" _ 26'-o" SIDE YAI�_SETB�.K /� I file name: 0321 0101 PORT I — - - ° - � - -- ,_---=; -_ � r2-a OVERALL SITE PLAID 'HAS�_ I 1 ' J / - -EXISTING C+) (D CHAIN LINK \ , Z�' 1" = 30,-0" I FENCING TO REMAIN \ I I , 90 80 70 60 50 40 30 20 10 10351)S%V IANCOLN 8 NIE•17GEIt ELENIENTARY 2-8 10, NOTICE: IF THE PRINTOR TYPE ON ANY T� Ilr 111 1�1 111 111 II{ I�jI 111 Illi�l� I I�III III 111 Ijf III III 111 I I�lll III�r�I Ilr TIl III 11T r 1 III rIl f�l I 1 rirT�r r(I r 1 f�11(1 111 r I I�I I�1 I�T III ill Ijl Ijl I I I AR AS THIS NOTICE ( I 1 I I I �+ I I I_ L__�-_4I I I I �1_-_- �L_� . I ► � f 1____ _ IMAGE S NOT AS CLE L.. - - - No.x ,- IT IS DUE To rHE QUALITY OF THE ORIGINAL DOCUMENT ��g BG�LG 9G G >r�L 8 G tG z @il 8T L i 4t�i�t St Gt [�i �i1 6 L 9 I 9 f 11E Nu� 7 - �� 111111►1Ill 111��� ��► �I��11I11�111II Ililll� IIIII►II ��►� ���� I►II►Illllll►illllllll� l��►►1�►u►tl 1111 IIIA►N►I1 A 90 80 70 60 50 40 30 20 10 0 N rr m (0 C, N cr cv c� CD o u� LL O a c-� o C/) N � N LL-- Ln 4 F- 1 , I ry; t I I � I 2 I 2 �AVIER E. RUEDA 41 EXISTING BUILDING f' POTLAN OREGON P RTLA , �Q o F >> I I � - FIRE DEPARTMENT CONNECTION EXISTING FENCE TO REMAIN j 3 i ' — -------_ - 3 I EXISTING AC PAVING—� I 64'--2" 27'-4" 10'-0" 271-4" I CONTINUOUS HANDRAIL O/ SOV/ - +-_ , EXISTING AC PAVING-� I D.S. r I D.S. -D.S --- I � I D.S. \ I D.S. 1�- - - 10- RUN DOWNSPOUT UNDER / + `, RUN DOWNSPOUT UNDERr PORTABLE TO SPLASHBLOCK PORTABLE TO SPLASHBLOCK I Wa aw� w� o N aI LU O N C) 4 I I 4 I I c ) PORTAB RUN DOWNSPOUT NSPOUNDE SPLASHBLOCK - I - - I — ----- --- "J fV TO PORTABLE 1 �. � � I , � C4 CONTINUOUS HANDRAIL -CONTINUOUS HANDRAIL I f 1 Z Z " 9 '0H--.-- —- 'J w ,o ► C) v o� ICONTINUOUS HAN L O 1 (J m I m E7 'f r 1 = G7 Q D.S. D.S. ��-- M F-- I`/ I cn O F- - - CL r1 I Z II Z > 5 5 = i I ------ 7 —D ~ LUO i O7 O CONTINUOUS HANDRAIL- I `i -CONTINUOUS HANDRAIL I � N UJ < C/)_ y X4--0 UJ N - I i. LLJ i t LD Q.S. D.S. D.S. D.5. f i V C 6 - —f— ———_ — _—_ — _ G issue date: 13 June 2GJ3 /I job number: 0321 I I I GENERAL NOTES revisions:� I I 1, ALL RAMP STAIR AND HANDRAIL DETAILS TO I I I COMPLY WITH ADA GUIDLINES AS REFERENCED IN I THE UBC 1997 EDITION AND THE 2000 OSSC I AMENDMENT'. 2. HANDRAILS TO BE INSTALLED 1-16" A.F.F. ON BOTH SIDES OF EACH RAMP. I I , 3. HANDRAILS TO BE INSTALLED AT 36" ABOVE NOSE OF STAIR TREADS, I O - 4. HAND RAILS TO EXTEND 12" BEYOND THE TOP RISER AND 24" BEYOND THE BOTTOM RISER OF I EACH STAIR RUN. 7 5. STAIR TREAD NOSING TO PROJECT I" I , ENLARGED SITE PIAN 6. PROVIDE A SLIP RESIST.',NT SURFACE AT ALL STAIR PORTACI-f RELOCATION '- TREADS AND NOSINGS. 7. PATCH EXISTING PAVING AS REQUIRED TO PROVIDE A SMOOTH LEVEL CONNECTION TO NEW STAIR AND RAMP LOCATIONS. 8. PROVIDE NEW SKIRTING AND SUPPORTS PER file name: 0321 0101 ?ORT MANUFACTURER'S STANDARDS AS REQUIRED FOR RELOCATION OF PORTABLES. PROVIDE 18" MINIMUM CRAWL SPACE. 9. PROVIDE CONCRETE SPLASHBLOCK AT ALL DOWNSPOUT OUTLETS. N 2e ENLAcv%- D SITE FLAN 90 80 70 00 50 40 30 20 10 103511 SW LINCOLN A NIETZGER ELEM"NTARY 3-8 I pw Igo NO - x NOTICE: IF THE PRINT OR TYPE ON ANY I IIMAGE IS NOT AS CLEAR AS TH1S NOTICE, _4 1 _tC1 L �1 C/ �J _ - � I , IT IS DUE TO THE QUALITY OF THEIIIIIIIIIIIIII(IIIIIIIl � _� � � l_II � II�III�IIZIIII�IIIIIJISIIlllllLll�t!II!�I�8IITItIUI�IISIt�!ItIIII�IIiIr�IItIIII�IIisIIItIIII�IILII(I t�IIIIIIIItiIItIIII�IIIltllll�llll�l8!III�IIIIIIIII�IlllL �lllNo 3�E I la-11111191Q" ORIGINAL DOCUMENT 1vIIIS �IIIzIIs I1II30X llll111111ll1111u�ulIIIIIIINIII A I SIMPSON CS18 W/ (4) NIO's 27'-8" ----EACH END (2: TOTAL AT BOTH TOP BOT. -iklN IT-10" IT-10' p 4 x 6 K)ST66`11' SCJ' *' L 112" TI-11 W/ 6d AT 4' & 8' O.C. V2" TI-11 W1 15d EXPI S: 04 4 x 8 POST LINE OF FULL-HEIGHT AT 4 & 8* O.C. 2 x 4 OF BACKING �------CMU PIER - SEE PLAN 2 x 4 BACKING 4 x 4 POST W/ (4) 12d AT 24" OC z zp a. AT 24' O.C. & (6) 12d AT 4 x 6 —P.T. 2 x 8 x IS" CAP POST P.T. 6 x 8 x V-3* r2 CONT. P.T. 2 x 8— x 8" x 16' CMU CONT. P.T. 2 x 8 FLAT ro, x 16" x 4" CMJ PIER 13) ROWS OF— (2) P.T. 4 x 0 x 4 12d AT 6' O.C. 12d AT 4' O.C. --- — AT 2 x 4 P. T. 2 x 4 x 2'-0' L (2) 15 x V-15' DRIVE fill AT 6'-0' O.C. W/ ffPINS EACH END 15 x V-6' DRIVE PIN TIE-DOWN STRAP _, TYP. AT (12) PLACES-- / 1-2 SEE DTL, 7— PERIMETER FOOTING END WALL COLUMN FOOTING 0 1 0 REUSE OF 0;5��JAENTS 0 I n -- — IHII 01111+NT AND THE IDEAS SC Al F 314 -0' SCALE- 3/4'- 1`0' ANU OESIGNS. INCORPORATED HEREIN IS THE PROPERTe ( AND 15 NOT TO BF USED, IN `FOUNDATION NOTES MODERN BUILDING SYS(FMS. IW WI-n.E OR IN PART, FOR ANY 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS 7- OTHEP USE OR PROJECT WITH SIW"� CS18 W/ (4) NIOs AND CONDITIONS. THIS STRUCTURE SHALL BE w OUT WRITTEN AUTHORIZATION. EACH ENE) - (4) TOTAL AT— ADEQUATELY BRACED FOR WIND OR EARTHQUAKE BOTH TOP & BOT.. FORCES AND TEMPORARY FORCES DURING SETTING AND ERECTION UNTIL ALL UNITS HAVE BEEN < PERMANENTLY ATTACHF5 THERETO. l 2. DESIGN LOADS: zi �n 00rl 00 _j (2) OF 6 x 10 x 3*-6'— (2) 12d TOE NAIL x v ROOF DEAD LOAL 12 PSF 4 8 OF •12 Tl� 4 12 POST EACH SIDE ROOF SNOW LOAD 26 PSF Cl WEDGE AND SHIMS P.T. 2 x 8 x V 9 1 1 Lo --j 16) P.I. 4 x 8 CAP 10 PSF FLAT 4`0" AS REGO FLOOR DEAD LOAD x 8, x ra 50 PSF (3) 12d TOE NAIL 16" x 16' x 4' CMU PIER FLOOR LIVE LOAD > TYP. . . . . . . . OR P.T. 2 x 12 x 2`0" CMU OR (3) R P.T. 2 x 8 x V-0. L <1 WIND LOAD - 90 MPH EXP. B Ell (n SEISMIC ZONE 3 0 3. EXCEPT AS NOTED 01'4-NSION LUMBER FOR Lo I FOUNDATIONS SHAL- BE HEM-FIR, NO. 2 & BETTER. LO TREk,TED LUMBER SHALL BE PRESSURE TREATED -2 TOA 4 3� COLUMN FOOTING IN ACCORDANCE WiTH AWPS STANDARD C MID-SPAN FOOTING MINIMUM RETENTICki OF .40 PCT. AT PIECES IN 11� u co SC&F, 14' 1-0' ScAl F. 3/4' CONTACT WITH rH GROUND, SAWN END GRAIN SHALL BE FIELD TREATED WITH 2% MIN. CONCENTRATION COPPER NAPHTHENATE. TREATED PLATE STOCK m mra SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN CONTAIN EXCESS' 'E SPLITS, CHECKS OR WANE.drlr b V2" DIA, M.B.'s W/ WASHERS AT k. 3'-4" IN EACH END kV 8-0* O.C.— 2 x 4 FRAMING IALL E?' _V FIR, STANDARD OR /`FN BETTER, TREATED 2 y 4 , :AMING SHALL MEET THE REQUIREMENTS SPECIFIED ABOVE. LU 4. ALL NAILS TO BE GALVAI:;iED. 4 -31 GALV. STRAP W/ 5. VENT CRAWL IZPArr- 1 SO. FT, PER 150 SO. FT. 4 OF FL(Y�7, AREA OR Ab cMWN. INSTALL 6 MIL. (2) 12d TOE NAIL__ x 4 POST BUCKLE LOOPED AROUND LVL cl� EACH SIDE I VAI"JR BARRIER, LINE OF 1711-HEIGHT — P.T. 2 x 8 x --5/8" DIA. STRAP BOLT 2 CMU PIER - SEE PLAN ------'CAP i 3/4" DIA. x 30" W/ 4' DEL. 6. CONNECT STORM WATER FROM t,DCF GUTTERS AND HELIX AUGER ANCHOR (DRIVE DOWNSPOUTS AND DIRECT AWAY FROM BUILDING 15" x 16' x 4 CMU PIER x 8* x IN GROUND AT 45 DEG TO x -01 W/I _ AW PAD TO AN APPROVED DRAINAGE SYSTEM. OR P.T. 2 ;2 x 2 CHILI ALIGN STRAP OR' 8 x OR Of P T 2 x 1.-0. STRAP TIGHT LOCK BrILl) 11111011111011i immMr rIl SHADING DENOTES 00 FULL HEIGHT �.M,U,­// PIER - TYP. AT .5z) (8) PLACES (3r ,a) MARRIAGE LINE FOOTING TIE-DOWN STRAP lk SCALE, 314' P.T. 2 x 4 x 2'-0" L. AT 6'-0" O.C. W1 *5 y 1'-6" DRIVE---------- PIN (AT C.M.U. Q) pc BASED PIER ONLY) Q) -,e—GALV. STRAP JOIST c� (2) 12d TOE NAIL, It 7-1 —— 4 x 8 EACH SIDE - -- DF 12 2 x 8 BLOCK 4 15" x (2) 15d DUPLEX J 00 GALV. STRAP 4000- PREFAB METAL x x SKIRT RIM— PIER ra, x 16* x 4" CMU PIER C.M.U. PIER BELOW ENDWALL RIM �v RX)IE! STRAPS NOT SHOWN) ,1-a� ALIERNATE MID-SPAN FOOTING CORNER TIE-DOWN YALE, W I'T ,0 DAI :D DRAWN BY: KM (75 uj DESIGN APPROVAL: )ALES APPROVAL: REVISIONS: FOUNDATION PLAN SCALE: 1/4" = 1'-0" SHEET 10350 S%% IIANC01,N OF MEI'ZGEII ELEMENTARY 4-8 -- PROJECT NO.: 1105 NOTICE: IF THE PRINT OR TYPE ON ANY 460 'T IMAGE IS NOT AS CLEAR AS THIS NOTICE, -- ---- N0.36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT T Jill L9 Llll-lllII N J EIOQR CONSTRUCTION FINISH: CARPET THRU-0UTU",0,P /e�S', DOOR SCHEOULE — BASE: 4" VINYL THRU-CIUT C N0. SIZE DOOR ITE FRAME HID'WR F IRE HEADER REMARKS UNDERLAYMENT: NONE 27'-8" � __ _ ___ _ WIDTH HEIGHT THICK, HAND CORE FACE FINISH SIZE TYPE MAIL FINISH THROAT GROUP RATING SlJ9FLO0R 5/e" APA RACED T&G STURDI FLOOR I 3' 0" 6'-8" 1 3/4" RFit INS MTL PF WD PF 4-5/8"�/8" 1 4 x 4 DF S&B 0 PERM MAX. VAPOR BARRIER) 13' 10" --- IT-110" 2 T-0" 6'-8" 1-3/4" LHR INS M IL PF WO PF 4-5/8" 1 4 x 4 OF S&B -- - - -- -- - - JOISTS 2 x 8 DF 12 & BTR AT 16" O.C. (U.N.O.) DBL. 2 x 8 AT ENDSfa-_1 , Exp! 12/1VO4 NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O. RIM JOISTS 11/2" x 7-1/4" CONTIN. LAMINATED t_ 6 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE 4) ALL DOORS 10 HAVE A OPENING FORCE NOT TO VENEER LUMBER (NER 126 OR ICBO 3575) � 5 I INSIDE WITHOUT THE USE OF A KEY OR SPECIAL- EXCEED 85 POUNDS. "ETH I KNOWLEDGE OR EFFORT (U.N.O.) OFFSET RIMS 2 x 4 UNIT A _ INS(JLATION: R-11 U - / - HAR®V ARE SCHEDULE fuE® LE BOTTOM CLOSURE: FS-25 I GROUP #1 GROUP a2 GROUP #3 GROUP #4 GROUP #5 GROUP a 6 GROUP GRpUp a8 EXTERIOR WAIL CONSTRUCTION � . -- — --- — -- -- - — -- -- _ SIDING: 112" 11-11 HARDEIOARD AHA 808 FV2 PR. BUTTS W/ 8" VERTICAL GROOVES AL5JPO (LEVER/LEVER) STUDS: 2 x 4 DF STUD GRADE AT 16' O.C. CLOSER INSUL_ATIONt R-13 U o REUSE a- DOCUMENTS WEATHERSTRIP THIS DOCUMENT AAO THE IDEAS DOOR BOTTOM INTERIOR FINISH 5/8" V.C. GYP. BD. (1 PERM VAPOR BARRIER( ANU DESIGNS INCORPORATED i HEREIN IS THE PROPERTY OF V2' H.C. THRESHOLD SKIRT: MATCH S'i11NG I4'7FRN BUILDING SYSTEMS, INT.. i INT_FRIOR WALL CONNSTRUCTION ANu IS NOT TO BE USED, IN WFY�LE OF IN PART, FOR ANY OTHER USE OR PRO,ECT WITH � ABBREVIATIONS STUDS 2 x 4 HF SID & BTR AT ffi' O.C. (U.N,O.) PUT WRITTEN AUTHORIZATION, INTERIOR FINISH: 5/8" V.C. GYP. BD. AL ALUMINUM CO COLONY OAK HC HOLLOW CORE MIL METAL SC SOLID CORE VWS VINYL WRAP BURR. ROOF CONSTRUCTION( AFF ABOVE FIN. FLR. CS CAULK & SEAL HM HOLLOW METAL NRW NARROW (LITE) SF STOREFRONT WC) WOOD BA BRONZE ANODIZED FGL FIBERGLASS INS INSULATED PF PREFINISHED STN STAIN WILD WELDED FIBERGLASS COMP. SHINGLES OVER (2) LAYERS BV BOTTOM VENT FP FACTORY PRIMED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME 15" FELT i CDR CEDAR FPT FIELD PAINTED LH LEFT HAND RH RIGHT HAND TMP TEMPEREDINSIDE WALL AT EAVE Q CLASSR Of'�1 "A" CLR CLEAR HB HARDBOARD LHR LEFT HAND REV. RHR RIGHT HAND REV. TTP TAPE, TEXTURE, PT MOP IN FIRST 2'0" M b 1 S iEATHING: 7/16" WAFERWELD 24/16 WINDOW @l 1/ �O�E®�p E FRAMING 2 x 8 DF •1 & HTR, AT 24" O.C. �YY @lY ILS INSULATION: R-21 U W/ FS-25 � � > LTR. QTY. SIZE WINDOW TRIM HEADER REMARKS (ACTS AS 1 PERM MAX. VAPOR BARRIER) N WIDTH HEIGHT TYPE I FRAME (,LASS SC MAX. U MIN. INTERIOR EXTERIOR BEAMS: 1-1/2" x 24" x 2.0 E CUNT. LAMINATED xx A 2 4'0" �40" xo VINYL. DUAL. LOW E' VWS 1/2"x1-1/2" HB 4 x 4 DF "2 LATCH HT. AT 54" W-F MAX � w___-_ _. --- _ — VENEER LUMBER OCR i25 OR ICBO 3575) 5 2 I 4 1 (n LL • NOTE: CAULK AND SEAL ALL EXTERIOR WINDOWS. OVERHANG NONE a, O� ROOF PITCH: 2/121 'O4 cr- C B A RIDGE VENT 15" W. x 18" H. R.O. _ BARGE BOARD - TYP. CEILING NOTES BOT. OF R.O. AT 12 40" A.F.F. 2 I - --TYP, INSIGNIA LOCATION CEILING HEIGHT: 8'-0" �I ch ROUGH-IN - -- - - m SUSPENDED T GRID W/ ACCOUSTICAL TILE ONLY 1 (REF: MFR'S INSTALLATION DATA) i! - 8 /� �, • INSTALL SUSPENDED CEILING PER UBC STD 25-2 II Z8-0 1'-3" 7 CORNER BATT — ATTACH LIGHT FIXTURES TJ CEILIIJC GRID W/ MOD BATT W/ (2) ROWS (4) "6 x 1" STSM -TREWS F " M X —OF 5d AT 6" O.C. 2 r -- _ _ -- - oo ATTACH HVAC DIFFUSERS TO CEILING GRID W/ � n' m (4) "6 x 1" STSM SCREWS �_DRAFTSTOP ABOVE TYP. END LIC4AT FIXTURES SHALL BE INDEPENDENTLY SEE DETAIL (,-3-,, a SUPPORTED BY 12 GA. WIRES AT N O EACH CORNER 3 2 FASCIA TYP. 1 EXTERIOR NOTES -3 I -__-- � -- CORNER BATT S: 1/2" x 3 1/2" HARDBOARD _--__—___- -------- —__-- - - -- MODULE BATT: 1/2"x 5 1/2" HARDBOARD TIE DOWN STRAP AT TRIM BELOW --_ -- -- FASCIA: 1/2"x 5 1/2" HARDBOARD SEE FDN. PLAN T"P. BARGE: 1/2"x 5 1/2" HARDBOARD i` GUTTERS+ 4" K-LINE PREFINISHED _ 71 1 DOWNSPOUTS 2" x 3" RECT. PREFINISHED OZ QG LYE SIDEk' 2 x 8 DF 02 14'-0" L. BELOW DOORS ! 1j IN PLACE OF SKIRT RIM FASTENING/SCHEDULE - MINIMUM NIJMdER OF NAILS FOR WOOD MEMBERS CL.ASSR OM "B" 0 C> EXTER I OR � I 0�' S (EXCEPT AS NOTED ON DRAWINGS)_ — -- - - --- - -� � G CONNECTION NO. ' SPACING �- — SCALD U8" )-n" RIM JOIST TO FLOOR JOIST 3 PER JOIST JOIST TO JOIST 2 ROWS AT TV O.C. BLOCKING 7 EACH END 1 n U� SHIP LOOSE (2) 4' x 8' U STUDS TO PLATES - EPO NAIL 2 EACH END AT 2x4 WHITEBOARDS x STLIOS TO PLATES - END NAIL 3 EACH END AT 2x6 a eLoaclNG 2 EACH END SHIP LOOSE (1) 1068 LH/HC/CO DOOR W/ CO FRAME & AlOS JAMB STUD TO 4x I-EADER MIN. L EACH END u- 3 JAMB STUD TO 2x HEADER MIN. 2 EACH END STUD TO STUD (CRIPPLE, ETC.) 9" O.C. UPPER TOP PLATE TO LOWER 2 EACH SIDE or STUD T(P PLATE BOTTOM PLATE TO R.00R 2 EACH SIDE uF STUD RIM JOIST TO RAFTER 3 PER RAFTER I 7 6 RIM JOIST TO TRUSS MIN. : PER TRUSS 5 L1AIL: h15-q9 RAFTER TO RAFTER 2 ROWS AT 12' O.C. _— -__ — BLOCKING 2 EACH END AH 3 DRAWN BYE K 2 x 4 LEDGER 2 ROWS AT 6" O.C. UNI1 13 7 2x BRACE TO RAFTER 4 AT RAFTER 200 AMP 1 PHASE -- ---- i - --- DE51CN APPROVAL: ELEC. PANEL NOTE( ALL FASTENERS ARE 12d 1.131 SALES APPROVAL: STANDARD SHEATHIW_FAS?ENING.- U.N.O. 8'-6 111' ? ;' 2 8 112.' FROM NER-272 FEB. 1989 _ _ -- --- _-- --- -- REVISIONS= SPACIM 12E MITALENGTH 5/8"E __ OR OSS B L OR D K D 6' EDGE 6d (.099) 2,/4' DATA LIST STURDI FLOOR TAG b' FIELD SCREW - - FLOOR ^SO, FOOTAGF: ROOM "1 885 S.F. ----- ROOM "2 885 S.F. Slum._IAL.-lu c��f3IE1]1 -- —� TOTAL 1770 S.F. 1/2' T1-11 IIARD BOARD 4" -cm 6d (,049) 131,4" EXT. WALL LIN. FOOTAGE! 184 L.F. _ 6° FIELD GAIVANIZEo _CALF it1," 1'-0 INT. WALL LIN. FOOTAGE: 28 L.F. SHEET ------- RQQF_SNEAIH1W_U&QCSEI71 PROJECTED ROOF AREA: 1795 L.F. 7116' O,S.B. OR 6' EDGE 15 GA. 2' 112' COX PLYWOOD 12' FIELD STAPLE �-J 111350 SNN' LINCOLN OF _5 METZGER ELENIENTARY 5-8 ONE BUILDING -- PROJECT NO.: 9905 �._, _ - q„MN:..q �41M11ATRt^^,w,M•..n�n.._....., .. ..,_....-�.+xn iyk'WIiM7fAl►�i�l�: NOTICE: IF-THE PRINT OR TYPE ON ANY I i r III III III III III IIT I I �I I I I I I III I LI III I I' III I I1 III III III I I III III III 4� IIIII I III III I I I l! IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 1 I 1 III I III I III I III I-II _II I I I I'I I I I 1II I0II III I III I I I 1I I 1I( III I III�-I I I 1III 2II __.------ -1 _---_�---- -� IT IS DUE TO THE QUALITY OF THE No 30 My "'IGINAL DOCUMENT i�'11111J11 11111 Lt i 4i 6t St E�t �it o�t IIII�II�III (III (III Illlllllllllillllil�llll II IIi lllllllll IIIIIIIIiIIIII I�II��I�III1I1-I1III1II�I��► I ►�IIIIII�IIII IIIIIIII IIII�I�II II�I�III� II1I IN �i Illi�Ililll1!11 IIIIIII�II �IIIIIIIII�II�I �����Illl Wllil��11ll�Ill 11�1111ui111111�1lllWlllll111lllIlII�INIII ;r r i` c 1y i 2ti' til . 15 i 1' 1: 1 ;g q Y' 1 JJ' - SYMBOL LEGEND D PRuFF��/� -- - - -- / - "12 WIRE 8" MAX. EACH MAIN TEE - -- - ( A •/ 3/8" •/ 2 x 4' FLUORESCENT LAY-IN FIXTURE � u 6d (0.092 x 2-1/4") 6d 10.092 x 21/4")-_ (3) TUBE 32W EF T8 W/ ELECT. BALLAST AT EACH TEE AT EACH TEE `i. f , MIN. 340 CFM O.S.A. "a 2' x 2' LAY-IN SUPPLY DIFFUSER IF n �- ' 28" x 8" 24 GA. _ SHT. MTL. START- F.PIR t2,104 WALL MOUNTED LIGHT FIXTURE COLLAR PC P11OTOCELL r GFCI .7 WP WEATHERPROOF I f4ETHA P ACOUSTIC TILE ACOUSTIC TILE ------J 1 - DUPLEX RECEPTACLE AT 'r7" A.F.F. (U.N.0.1 CROSS TEE-- MAIN TEF - -- -� GFI - GROUND FAULT INTERRUPTER -_- ___.-- ___-_-- -- ---____-- WP - WEATHERPROOF "Fm RIA RIVET---- RIVET ONE END 30 x 14 WALL--J (FLOAT AT OTHER) GRILL 7/8' z 1/8' x 0.02-- — —� — -- -- - - $ SINGLE POLE SWITCH D 300 ANGLE WALL TRIM 7/8" x 7/8" x O.U2 _ L CFM \ ANGLE WALL TRIM NOTE: MARRIAGE LINE OR EU - OPPOSITE SIDE FLOATS THIS JUNCTION BOX REUSE OF DOCUMENTS I THIS DOCUMENT AND THE IDEA'; INTERCOM SWITCH BOX AT •45" W/ 1/2" C. - -- ----- -- - - -- - -- Q HEREIN S THE PROPERTY OF UP 8 DOWN ( RACEWAY ONLY) °" MODERN BUILDING SYSTEMS, INC. x AND IS NOT TO EE USED, IN CEILING GRID AT SIDE WALL 2 CEILING GRID AT END WALL CD INTERCOM SPEAKER BOX AT •84' W/ I12" C. �- - - 00 _-- -- _ WHOLE OR IN NARO FOR ANY — - - UP & DOWN (RACEWAY ONLY) ' OUT USE OR UIHORIT WITH — �` � OUT WRITTEN AUTHORIZATION. 4 FIXED EDGE SCALE: 3" • 1'-0" 4 SCALE: 3" • 1'-0" 4" SO. x 2-1/8" DP. J-BOX AT •45" W/ (1) 1" C. - w - - -- -- - --- -- UP AND (2) V C. DOWN (RACEWAY ONLY) \ VD CFM ' vQ ol FIRE ALARM (RACEWAY ONLY) - - - ---- r VISUAL ALARM (RACEWAY ONLY) HANGERS TO BE •12 GA. GALV., SOFT-ANNEALED, � � MILD STEEL WIRE AT 4'-0' OC. AND MAX. 8' FROM •82" TO CENTERLINE END WALLS - ATTACHED W/ MIN. (3) TURNS TO CEILING SUSPENSION MEMBERS AND TO UL' x 3' LAG INTO BOTTOM EDGE OF ROOF JOIST. WHERE WIRES T ARE SPLAYED MORE THAN 1 IN 6 OUT OF PLLH6, O THERMOSTAT AT 52" A.F.F. TO CENTERLINE ((nn M U) 12d TO RAFTER = - PROVIDE COUNTER SLOPING WIRES. YJ 300 x \ •12 GA. SPLAY-WIRE BRACING IN PLANE OF EACH C� CLOCK RECEPTACLE (11OV) •80" VD CFM LL G Q ' RUNNER. VERTICAL ANGLE - 45 DEG. ALL WIRES ---RAFTER _- ------------ ---------- (n _ ATTACHED TO MAIN RUNNER. SPACE MAY. OM FR -- —� � ININ TERSECTION - TYP. 1/4/4'' DIA, x 3" LAG TOO BE ,• ❑ DISCONNECT Q INSERTED PARALLEL TO DIRECTION OF WIRE w 45 DEG, CEILING SEISMIC BRACE r M TYP. 1 - ---- -- ----- - 7 CEILING LAG --- - -- /� --- - T`� cn •/- 1 —DUCT —.-- _ ------ ----- - -- --- - PROVIDE 1" C. '_P 300 / „12 DOWN A R.O. rFh1 7/9' x 7/6" x 0.02 � � SIDEWIRE�ACH —-I — --- — - � \ • L1 +45xxxxxxxF �CWP9WAIL ANGLE FOR /VERT. STRUT AT _ ______ - SPLAY LOCATIONS O (4) TIGHT TURNS TYP. ( (� -45('F) •86 ELECTRICAL NOTES 06 STSM SCREW-- 1" MIN. SHEET FETAL �' 0 ," �13W COMP. FLUOR. C3 - - ASCREQUIRED BY o CONDI IIT: FIRE' AL RM PANEL - ` 300 --- -- MAIN TEE i� DUCT MANUFACTURER BY OTHERS CFM ■ METALLIC AND M.C. CABLE \\ ❑ NGN-METALLIC SHEATHED CABLE 2' AAX. - TYP. FOr ALL BRACE i a 6 WIRES \ -- --.-. . ------7 — --- - - CROSS TEE MECHANICAL NOTES 3 CEILING BRACING DETAIL 4 DUCT QUPPORT ° "���'�"'�� "'"T's'` - r (2) 3.0 TON WALL HUNG HVAC NO ;CALF 4 SCALE: 1-1/2" 1' 0" WITH 10 kw ELECTRICAL HEAT 300 D � CFM o THERMOSTAT(S): WR IF 94 '-- - - --- - - - A i 4W o DUCT MATERIAI-c 200 m 1" FIBERGLASS W/ 26 GA. SHEET METAL ROUNDS w PANEL A o EC ONOMiSER(S): - ---- - - -- -� --- (!! Q q 1201240V N ECONOMISER(9 AND CONTROLS ❑ NO ECONOMISERS) -- - -- - v 4 a CFM ` ! U 1 BY OTHERS: 2" CONDUIT W/ oo rt- (3) 30 THHN-C11 (1) 84 BARE �U _ ui 5 ONE-L I NE DIAGRAMCFtvl n � 3a1 I - 4 NO SCALE 1200 FM R/A 30 x 14 WALL-- GRIN I- . _ [JA rE! I-1599 PANEL A E] MAIN DISTRIBUTION - -- - - S SUB-PANEL / Cf I, WP DRAWN BY: KM WATTS AMP P CIR - WATTS UNI BTGFCI - PHASE -------' DESIGN APPROVAL: NO A B _ NO 200 AMP 1 A B FLEC. PANEL - LIGHTS_ 20 1 1 768 MECH. UNIT A 60 2 2 68_40 28" x 8' 24 GA. SALES APPROVAL: LIGHTS 20 1 3 781 MECH, UNIT A 4 _ 6840 SHT. !ITL. START-- RECEPS. (6) 20 1 L 1080 _ MECH. UNIT B 60 2 6 6840 COLLAR REVISIONS: RECEPS. (6) 20 1 7 _ 1080 MECH. UNI T 86840 FIRE PANEL 20 1 9 180_ _ _ 10 �- MIN. 340 CFM 0.- A. 11 - 12 13 _14 ------ 15 — 16 — - — f n — to - --- 19 -- --- — 18 - Q TOT�+I-PHASE A 15708 WA fT5 TOTAL PHASE B 15541 WATTS REFL . C I L I NO /El-EUMILECH F >[-IFFY PANEL TOTAL. WATTS 31249 TOTAL AMPS - 130.20 _ BUSS SIZE 200 AMPS MAIN BREAKER 200 AMPS / — -__-_ SCALE: 1/4" 1'-0 ' 120/240 111350 SW LINCOLN 'I VOLTAGE • �----_ 1 t� ®FLUSH ❑SURFACE MOUNTED N11`1 LGER ELEMENTA RV 6-8 9905 liil�l ilt IIiIl1l III 111 I 1111 111 III I T 111 I�I 'fT- i— IT �. .:,,:::w�► i �NOTICE. IF THE PRINT UR TYPE ON ANY �1 ��-__ 6IMAGE IS NUT AS CLEAR AS THIS NOTICE, No•ae IS DUE TO THE QUALITY OF THE til ORIGINAL DOCUMENT � L8c L 9r1, 9� . 1"' 11111inAll"I"'' 11 8�t Gt T Ill11-1111II ILII IIIIIIIII IIII�IIII11111 ILII till ILII ILII II!Ililll ILII IIIIIIIIIIIIIII�III�IIII IIII�IIII.IIII IIIIIIIII�illl IIII�II IIII�I!II IIII�IIII Illllllll ' fill ILLI�IIll�II���IIIIIIIIl1l1W11Llilill llllill!liKll� l(1 Ii0 711 f,0 50 40 30 /0 I I 0 � co C", Cr7 n C!� C" S1�M'OL� SCHEDULE: � NOTES THIS �Y Y�� tl a � N . frJ RECESSED SYSTEM PANEL AS NOTED --3-#3/0 -3.-,y3/0 ---3_#3/0 U1 RELOCATE EXISTING ME TER MAIN AND CONNECT COMPLETE z !Ln IN 2"C. IN 2"C. IN 2"C. TO EXISTING RELOCATED PORTABLE. CLASSROOMS. g 0 POLE MOUNTED TRANSFORMER � PROVIDE NEW GROUND CONDUCTOR AND GROUND ROD AS_ � _ (� METER MAIN l ✓�—MN=TER MAIN ___,—METER MAIN SHOWN. � r' METER SOCKET 1120/240 VOLT, r 120/'240 VOLT, 120/240 Vol Zhu o 10, 3w 1m, 3W 10, 3W �3 NEW POLE BY PGE TO SUPPORT SECONDARY FEEDERS. a § ---P---' PRIMARY UNDERGROUND CONDUIT I I I I l —SERVICE 4 PROVIDE NEW CONDUCTOR AND CONDUIT. CONNECT Lr SERVICE -SERVICE ENTRANCE ENTRANCE ENTRANCE c� --OHS OVERHEAD SECONDARY FEEDER RATED RATED I (i RATED COMPLETE AS SHOWN. CAI i r I ' V J (V 1-- 0 DENOTES NOTE NUMBER M PANEL M PANEL M PANEL 1 I ( 'P1 ' 'P2' 'P3' 1 200A I I 200A I I 200A I �P ----4- 3/0 AND 4 t --4- 3/0 AND® P ---4- 3/0 AND 40 I 200A I 1-P'GROUND I 200A I i I GROUND I 200A f 1- 6 GROUND IN 2"C. IN 2 C. IN 2"C. I I #2-- M4 #2-- #4 a2 #4 LOA SUMMARY: SINGLE PORTABLE 1— 20 01-40 WATER 2 WATER �/ WATER — - PIPE PIPE PIPE Doso7i t{on _ i-I T H VA Untt VA Lighting 1.6 kVA 1,000 1,600 Receptacles 2.2 kVA 1,000 2,160 ��PRI Mechonical Units 27.3 kVA 1,000 27,300 �� 1 ONE LINE DOWER RISER DIAGRAM — Total kVA 3, i{y736 4. [-Line at 120/240V 1P, 3W 120/240 VOLT, SINGLE PHASE, 3 WIRE 1 � `tS LEE GJ� EXPIRES 12/31/2003 CID p ,,0 t i i •• � 1 I I � ,\ �� l ' C7 n CD f z Lt W Lu ° x - S W 0 s¢ rn d li' >!• .'�1 !r ...:.6 t I fjll lttt ra'tdlttt tt I .._._._,. x 1!rIt,i*iirr t,l Yt i i ,19l1 y}l W f r •V 3!{, YY 51,1 _,_._....__.__....._.-.- J wt:` t i.` Iii ,I � _. . :. r•;i!:vy .. �� �. ,,, I-.• •.., !,1' ('•t,l � ' f � rD . '. .ri •,'., s} _ .:- 4 ��' r;a.�q,..,a1r;i � t , I .. .. ` p ! 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NORTH I f PORTABLE CLASSROOMS ELECTRICAL SITE PLAN O 6f _. 1113511 S%V LINCOLN Pile document Is a copy i 1 �� I ei the original document SCALE IN FEET 111:"1'ZGI:R ELEMENTARY 7-ti me orlpinol aat:document Is El 00 art rtle at: 90 80 70 10 (j(f 'III 40 30 20 CVNDIFF ENGINEERING INC- �:i4 w,w;.+w.e.ww,.w..wranwwrr�Mfr►rw++r.w.,..-_..,..._..-. ...._.. .... ., _ _ ..... .,r�.wm,�a,.r.,.--•"-...: ..__ .,. - r+••„t^."SAY77:..:,` °!.,.-!.I:..:xaAti, _ �.._......... -_...._-- ..._.._._.._.....,._._._.._«.,...__......wrrr�rv+nw.wam+.wre•,n:, .n nnw-�w .'.n..e.+.,,-wr«+w•n^«.,«o.n....ro.+o."».w.w .,ree"aerw.wfr.v+�fwe�ue�r�r�............,._..._............:w.rw�ww"�: ._ r'� NOTICE: IF THE PRINT OR TYPE ON ANY I I r t 1117 III III I I i I T t I i t I l III I' 1 J i I I I I'f TIT 11 T I�1 111 I I I I I III III III 111 I i I III 11111 !I I III III III i I I III I I III III III I I III III I I I I I I I III III IIII I i � ili � � � � i AliI iii iji i � � I iii i � IMAGE IS NOT AS CLEAR A,,THIS NOTICE, ---1 --- - � - - - -- -� _. --- �---- �.1— - _6 - _--_--�L---- --Sl---.—_�1 -...._—_ ��� ----- i tJ_ `� • IT IS DUE TO THE QUALITY OF THE ""Je "�+ " --- ORIGINAL DOCUMENT 1 L B�L GL II�9L 1biZ sZ�Z� J011CI-1111116111,1_1111lig t t et 4t it sr I �II't t�i t; 8 r �5 iI► Ii►I IIII IIIIIIIIIIIIIIIII IIIIII IIIA Illllllilllllllll IIII IIII IIII IIII IIIIIIIIIIII IIII IIII llllllill lllllllll IIII IIII IIII 1 Illllllll III► IIII IIII IIII IIII IIII IIII Iw II�u�II11[IIlll II IIII IIII�NII :. . ,._ice: ,.,, w.sY}1t%mY({�tatl•t4:.,,. ,. ., r,: '�(! li1lU Z0 lU v ca Ili IiU 70 o ,.,a CN m rn ,a Z I EC COAL SPECIFICATIONS: - NOTES THIS SHEET: _ U-1 M E �� TG�I _ SECTION 13851 - FIRE ALARM FRCV[DE 6 BY 6-INCH, NEMA 3R JUNCTION BOX AND ® PROVIDE JI'IE (1) 2-INCH PVC CONDUIT SLEEVE FOR LOW a INTERCEPT EXISTING 2--INCH CONDUIT AND FIRE ALARM VOLTAGE CABLES BETWEEN PORTABLES. PARI" 1 - GENERAL CABLE. EXTEND AND CONNECT COMPLETE TO RELOCATED CLASSROOM AS SHOWN. (7 RELOCATE EXISTING METER MAIN TO PORTABLES Cn 1.1 SUMMARY A. THE SCOPE OF WORK SHALL INCLUDE RECONNECTING THE EXISTING FIRE CLASSROOMS AND CONNECT COMPLETE AS SHOWN ON SHEET z Z �- CONTROL INSTRUMENTS, IN PORTABLES TO THF MAIN EXISTING FIRE ALARM PROVIDE 6 BY 6-INCH, NEMA 3R JUNCTION BOX AND . . COORDINATE EXISTING SERVICE DISCONNECTION Q2 E10 PANEL IN THE SCHOOL. INTERCEPT EXISTING 1-INCH CONDUIT AND INTERCOM WITH PGE AS REQUIRED. c 4 N 1.2 DEFINITIONS SYSTEM CONDUC FORS. EXTEND AND CONNECT COMPLETE TO N_ A. FACP: FIRE ALARM CONTROL PANEL. RELOCATED CLASSROOM AS SHOWN. ® PROVIDE ONE (1) F[BEK-OPTIC AND ONE (1) TELEPHONE `�' CABLE IN 1-1/2 INCH EMT CONDUIT EXCEPT BELOW GRADE B. NICET: NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING X o TECHNOLOGIES. C. DEFINITIONS IN NEPA 72 APPLY TO FIRE ALARM TERMS USED IN THIS �3 PROVIDE ONE (1) 2-INCH EMT CONDUIT EXCEPT BELOW WHICH SHALL BE PVC. FIBER---OPTIC CABLE SHALL BE SECTION. GRADE SHALL BE PVC FOR FIRE ALARM CONDUCTORS. 62.5/125-MICROMETER, MULTIMODE OPTICAL FIBER, N 1 1.3 PERFORMANCE REQUIREMENTS ROUTE CONDUIT ON ROOF, BELOW GRADE, AND CONNECT BACKBONE FIBER CABLE WITH 12 FIBER STRANDS, COMPLY A COMPLY WITH NEPA EN COMPLETE TO EXISTING FIRE ALARM SYSTEM AS SHOWN. WITH TIA/EIA-492AAAA, TIGHT BUFFER, NEPA_ 70, TYPE B. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF OFN COMPLYING WITH UL 1666, MAXIMUM ATTENUATION THE FOLLOWING DEVICES OR ACTIONS: i. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING �4 PROVIDE ONE (1) 1-INCH EMT CONDUIT EXCEPT BELOW 3.50 D8/KM AT 850 NM, 1.25 DB KM AT 1300 NM, AND DEVICE, SIGNALING LINE, AND GROUNDSNOTIFICAOF WIRING -APPLANCE CIRCUITS. GRADE SHALL BE PVC FOR INTERCOM CONDUCTORS. ROUTE MINIMUM MODAL BANDWIDTH 160 MHZ-KM AT 850 NM, AND 2. OPENING, TAMPERING, OR REMOVAL OF ALARM-INITIATING AND CONDUIT ON ROOF, BELOW GRADE, AND CONNECT COMPLETE 500 MHZ-KM AT 1300 NM. TELEPHONE CABLE SHALL BE SUPERVISORY SIGNAL-INITIATING DEVICES. 3. ABNORMAL POSITION OF ANY SWITCH Al THE FACP OR ANNUNCIATOR. TO EXISTING INTERCOM SYSTEM AS SHOWN. COPPER, CATEGORY 3, NO. 24 AWG, 12 PAIR, RPJ COMPLY WITH ICEA S-80-576 AND T[A/EIA-568-8.2, 1.4 QUALITY ASSURANCE. OS PROVIDE ONE (1) 2-INCH PVC CONDUIT SLEEVE WITH NFPA 70, TYPE CMR COMPLYING WITH UL 1666. A. INSTALLER QUALIFICATIONS: PERSONNEL SHALL. BE TRAINED AND CERTIFIED BY MANUFACTURER FOR INSTALLATION OF UNITS REQUIRED FOR INSULATED BUSHINGS FOR FIRE ALARM SYSTEM BETWEEN THIS PROJECT. PORTABLES. PROVIDE RED LABEL. TO READ, "FIRE ALARM �9 VERIFY EXISTING CONNECTION METHOD OF NOTED SYSTEM. REPLACE CONDUCTOR BETWEEN MAIN PORTABLE SYSTEM B. INSTALLER QUALIFICATIONS: WORK OF THIS SECTION BE PERFORMED SYSTEM CABLES". � BY A UL-LISTED COMPANY. PANEL AND PORTABLE CLASSROOM DEVICES TO MATCH EXISTING CONNECTIONS. COMMISSION AND TEST SYSTEM 1.5 PROJECT CONDITIONS OPERATION AND CORRECT AS REQUIRED. A. INTERRUPTION OF EXISTING FIRE ALARM SERVICE: DO NOT INTERRUPT FIRE ALARM SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY GUARD SERVICE ACCORDING TO %4:7 REQUIREMENTS INDICATED:1. NOTIFY OWNER NO FEWER THAN TWO DAYS IN ADVANCE OF PROPOSED I INTERRUPTION OF FIRE ALARM SERVICE. ,, ' l /•••- •f ` 4 2. DO NOT PROCEED WITH INTERRUPTION OF FIRE ALARM SERVICE WITHOUT \ _ -� _ ` 1 L 2 1 � _ :,x:�---__._��_�-_.�. .,_:�, I � ��\S�'� 298 OWNER'S WRITTEN PERMISSION. - ' I I PART 2 -- PRODUCTS i I I (� I j O��0 EGON�y 2 �' 2.1 MANUFACTURERS ( I A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, j� 1 I I I 1 l I I 15 N_ PSP PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: { � M. SNP I 1. WIRE AND CABLE: (f�' ; �� ' t I�� I EXPIRES: 6/30/04 A. COMTRAN CORPORATION. I I B. HELIX//HITEMP CABLES, INC.; A URAKA USA COMPANY. 4 C. ROCKBESTOS--SUPRENAKT CABLE CORPORATION; A MARMON GROUP COMPANY. D. WEST PENN WIRE/CDT; A DIVISION OF CABLE DESIGN TECHNOLOGIES. I I I I ( I I I J li I I 2 2 EXISTING FIRE ALARM SYSTEM i c,0 I I n A. COMPATIBILITY WITH EXISTING EQUIPMENT: FIRE ALARM SYSTEM AND I ( �-zw- , _i__ ... __ -. _0=--71=._= __.�__ _.___ _.`�.,, _ ._ - `w__ �� - _ _.•_.,� _,� ( ! L m COMPONENTS SHALL OPERATE AS AN EXTENSION OF AN EXISTING SYSTEM. I -' z - 7.3 WIRE AND CABLE Z I I I„ n A. WIRE AND CABLE FOR FIRE ALARM SYSTEMS SHALL BE UL LISTED AND ! LABELED AS COMPLYING WITH NFPA 70, ARTICLE 760. j 0.1 B. SIGNALING LINE CIRCUITS: TWISTED, SHIELDED PAIR, NOT LESS 1 I I - O O ' f\� � I I `� �L THAN NO. 18 AWG. J r y'`I �� 1. CIRCUIT INTEGRITY CABLE: TWISTED SHIELDED PAIR, NFPA 70 ' ,}--- _ - - 1_ L. . ___-_. ( ` { ' ARTICLE 760, CLASSIFICATION CI, FOR POWER-LIMITED FIRE ALARM Y -•-t_-- .- __ • _ ___.._• I z °�� l ' � SIGNAL SERVICE. UL LISTED AS TYPE FPL, AND COMPLYING WITH l ' r � � REQUIREMENTS IN UL 1424 AND IN UL 2.196 FOR A 2 HOURRATING. ' C. NON-POWER-LIMITED CIRCUITS: SOLID-COPPER CONDUCTORS WITH 600- 1 l ' f I Z 0 V RATED, 75 DEC C, COLOR-CODED INSULATION. ' Y 1. LOW-VOLTAGE CIRCUITS: NO. 16 AWG, MINIMUM. f 'lam t O 1I f - u~ 2. LINE-VOLTAGE CIRCUITS: ;:'1. 12 AWG, MINIMUM. J 1 ----------------------------------------------------- _ , cli ` 1 Z .3 cc r ,+�}-- .. .. -�`} k: I �I ` I I w ate°a Q PART 3 - EXECUTION 1 T- 3.1 EQUIPMENT INSTALLATION J -- �t A. CONNECTING TO EXISTING EQUIPMENT: VERIFY THAT EXISTING FIRE ----� . R- ALARM SYSTEM IS OPERATIONAL BEFORE MAKING CHANGES OR CONNECTIONS. " / !'r (� _� »�� , � ? •�� I ! 1 CONNECT EQUIPMENT TO THE EXISTING CONTROL PANEL IN THE II I -•-� "--"' - EXISTING PART OF THE BUILDING. / r t, l t __...5 ' Y f __.__ __._ •,4>_ _ _ t ._.._ ..... ... �.- .._.., 2. EXPAND, MODIFY, AND SUPPLEMENT THE EXISTING MONITORING ! J I ? 1 I I EQUIPMENT AS NECESSARY TO EXTEND THE EXISTING MONITORING Ile- FUNCTIONS TO THE NEW POINTS. COMPONENTS SHALL BE CAPABLE OF �' r fr'. Y MERGING WITH THE EXISTING CONFIGURATION WITHOUT DEGRADING THE , r l t r ( �; + PERFORMANCE OF EITHER SYSTEM. ��~1�` ' t ` 3.2 WIRING INSTALLATION A. INSTALL WIRING ACCORDING TO THE FOLLOWING: 1. NECA 1. (D �..1.� I« b 2. TIA�EIA 568-A. r l 1 '� I /K B. WIRING METHOD: INSTALL WIRING IN METAL RACEWAY. 1 sii• �f " 1 1. FIRE ALARM CIRCUITS AND EQUIPMENT CONTROL WIRING ASSOCIATED f ' �J �' t , ! I / , k rr'`Z• I i y 4 WITH THE FIRE ALARM SYSTEM SHALL BE INSTALLED IN A DEDICATED c 4 RACEWAY SYSTEM. THIS SYSTEM SHALL NOT BE USED FOR ANY OTHER WIRE � � /, � " ;, , r �1 �r7 �/ .� �' 1! I l ..1 cel OR CADLL. C. WIRING METHOD: a•r. I. C- I r� � 1. CABLES AND RACEWAYS USED FOR FIRE ALARM CIRCUITS, AND EQUIPMENT CONTROL WIRING ASSOCIATED WITH THE FIRE ALARM SYSTEM, MAY NOT CONTAIN ANY OTHER WIRE OR CABLE. I + • .�, # I CSI D. CABLE TAPS: USE NUMBERED TERMINAL STRIPS IN JUNCTION, PULL, a� , AND OUTLET BOXES, CABINETS, OR EQUIPMENT ENCLOSURES WHERE CIRCUIT , I f,ti �'' I I !-)--"'--- _-� ILU CONNECTIONS ARE MADE. / I -� ( I _ C� E. COLOR-CODING: COLOR-CODE FIRE ALARM CONDUCTORS DIFFERENTLY /, `` s • >> S CD I FROM THE NORMAL BUILDING POWER W1RIN%j. USE ONE COLOR-CODE FOR / / / , / `` t� : t•t... ALARM CIRCUIT WIRING AND A DIFFERENT COLOR-CODE FOR SUPERVISORY CIRCUITS. COLOR-CODE AUDIBLE ALARM-INDICATING CIRCUITS �' I 1CD USE DIFFERENT COLORS O O � O a DIFFERENTLY FROM ALARM INITIATING CIRCUITS. FOR VISIBLE ALARM-INDICATING DEVICES. PAINT FIRE ALARM SYSTEM �' C/) O Q JUNCTION BOXES AND COVERS RED. W _ - 3.3 GROUNDING � � ,, 1 � .... .> I 1 .............., _..._. ___..._ _..�.�.��..1 ::. .w....._. .:_ ._ 2 COMPLY WITH A. GROUND THE FACP AND ASSOCIATED CIRCUITS; / t r t i ff IEEE 1100, INSTALL A GROUND WIRE FROM MAIN SERVICE GROUND TO THE / \�\ I f ! { -•-- "'=-" - - _ -- I I ( ,� w FACP. /7 I , I I-Y _ j C� Z w r, GV' i Q < F- 3.4 FIELD QUALITY CONTROL t, A. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED / ! '�`---" ""� ! ( C I I ( I lT 4 _--(� - - k.' 5 v Q z SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST FIELD- _ - ((( ASSEMBLED COMPONENTS AND EQUIPMENT INSTALLATION, INCLUDING 5 CONNECTIONS. REPORT RESULTS IN WRITING. r / -, �, I O B. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE / �' 1 I TEST REPORTS: �1 FIRE ALARM CONNECTJON-� ~-INTERCOM CUNNECT1QL��� `�.:.::� � i 5W � � TIN FINAL APPROVAL OF THE INSTALLATION, SUBMIT A r� ' 1 ( ? 1 BEFORE REQUESTING 1 WRITTEN STATEMENT USING THE FORM FOR RECORD OF COMPLETION SHOWN Y UJ C-0 IN NFPA 72. \ 2. PERFORM EACH ELECTRICAL TEST AND VISUAL AND MECHANICAL ....� LO INSPECTION LISTED IN NFPA 72. CERTIFY COMPLIANCE WITH TEST / t I ` I UJ ~ CV PARAMETERS. ALL TESTS SHALL BE CONDUCTED UNDER THE DIRECT W:� SUPERVISION OF A NICET TECHNICIAN CERTIFIED UNDER THE FIRE ALARM f �+ I )� ! ' ! SYSTEMS PROGRAM AT LEVEL 111. I l f 11! I 31 -FIBER ORM A. INCLUDE THE EXISTING SYSTEM IN TESTS AND INSPECTIONS. ,f 1 i { 11 III { �, I �� ° ( JJ W 3. VISUAL INSPECTION: CONDUCT A VISUAL INSPECTION BEFORE ANY "'�•�w �� �\., �- � TESTING. USE AS-BUILT DRAWINGS AND SYSTEM DOC++McNTATION FOR THE "'°""'h'' .. { ! - ` ( ' ♦ ^ INSPECTION. IDENTIFY IMPROPERLY LOCATED, DAMAGED, OR M,, _.._____.._._.. _._._..._._..._-____.__-...._.-_..__.._..-..___.._.. �� _ • � y ^ v / > , _ ..� / , � �. F kl '-l,IN�, E�tJll_C)IN(... NONFUNCTIONAL EQUIPMENT, AND CORRECT BEFORE BEGINNING TESTS. / '''" ' !��� f r•� 4. TESTING: FOLLOW PROCEDURE AND RECORD RESULTS COMPLYING WITH REQUIREMENTS IN NFA '72. J / LIJ A. DETECTORS THAT ARE OUTSIDE THEIR MARKED SENSITIVITY RANCE ✓ J SHALL BE REPLACED. - I -----• •• I \ l �� t t 5. TEST AND INSPECTION RECORDS: PREPARE ACCORDING TO NEPA 72, $ �� V � INCLUDING DEMONSTRATION OF SEQUENCES OF OPERATION BY USING THE MATRIX-STYLE FORM IN APPENDIX A IN NFPA 70. ' `' I __ . .7 y 3.5 ADJUSTING l M1 if A. FOLLOW-UP TESTS AND INSPECTIONS: AFTER DATE G� SUBSTANTIA! issue date: i6 June 2003 I' COMPLETION, TEST THE FIRE ALARM SYSTEM COMPLY'NG WITH TESTING AND ---- { ` VISUAL INSPECTION REQUIREMENTS IN NFPA 72. PERFORM TESTS AND LISTED FOR THREE MONTHLY, AND ONE QUARTERLY, PERIODS. job number: 0303 INSPECTIONS LI , I -__--•--......Y �._.. ..._ . ...,.._ .._...»,``,` _,�. I L_ II R revisions: ! y i 3.6 DEMONSTRATION A. ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN f - OWNER'S k0INTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN ..., ,•, rte„ _ •-- .. ISSUE FOR BID ,, - .^. I 1.-::: THE FIRE ALARM SYSTEM, APPLIANCES, AND DEVICES. REFER TO - ��` DIVISION 1 SECTION CLOSEOUT PROCEDURES." »_... END OF SECTION 13851 _..._.._.... ._..._ ,I a , (;, ', _._. _ 4T ---------------- ' 7PORTABLE ,-0 � 1 _� _ .,.--,; �, ��' i a �± _ --- o CLASSROOMS OVERALL_ f._...__.... �.�. -, - - _ _ :I I SIGNAL SITE PLAN ., + E 1 9 INTERCOM SYSTEM k `{ "� _•.___ - y ALARM PANEL � �• F• I , Ile name: 0303E2.0.dwg - , __4 EXISTING DATA/ \TELEPHONE PANEL __ I �� NORTH I ! I 1113511 SM LINCOLN 4� I IkJ P00 G"TAf8LE CLhASSIRROO Sw OVERALL SIGNAL SITE PLAN ELEMENTARY -� F '111?I l.(:I�:IZ ELEME ll... . .. .......:, �! 7 - -�^^I I �" This document Is a copy P U ! t ( 1 `f I of tha anginal document. E280 SCALE [N FEET � I � _.!� 1 The orl9Mal document is t• ''•7 I ? I �'✓ m me ot: CUNOIFF ENGINEERING INC. 60 '.;!? •�0 3u 20 10 A f: NOTICE IF 1 HE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_.. -.�._1�_ IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT fi L 9L LIG 9Z Z tL S� rZ i�L tyl'i TLt �it iI �8 L � 1rS � TLI� lll{l llllllllulllill�lll 11f,11 {�{ll►IlllllllllIl�ll l�l{�illll { l�,ll{l 111111th {lll�{illll{ll�{ll�l11llll{Illllll�N11111W !llluLlll1lll: illllllullllllLIIII�IN{�I ILII ILII ILII ILII .I II►{Iillllllllllllill,llll Illll I{III