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9000 SW DURHAM ROAD-11 ao so 70 80 60 4C� 30 ZO 10 0 j- ILI 3 1 Q QI 01I /a� CH LE SELI LP PORTLAND, REGON ` AC. PAVING - MATCH GRADES 22 - 2 2 -�`. C , S) PON CRETE FENCE \) _ O / 0. 5' CONCRETE Qpg�aO i F LKWAY EX15TING PORTABLE fxFH' �a CLASSROOMS AND - _ `E�•I$TING FIIQE WATER _-- �P OTHER OUTBUILDINc3S ER LINE TO REMAIN (NO WORKS / / CHECK VALVE - - _ - 1 -- Cn Y. �F - 1 i - REMOVE EXISTING ` - --`�`_ r REMOVEt�_ ,tt vAOST�INpIGATOR / RELOCATED F.- - -- _--_ - ECONCRETE l / / - PAD EXIST. _ I - �JI ASPHALTIC CONCRETE _ v PAVING - PARKING /- --�� P LOUI yy nn// ASSEMBLY \ t PI, ra VAULT 2-+� Iuul 88"3,D'33.3 E RELOCATE FD. TJ 595.0c �- I �SEE MECH. Q EAST _ E X 15 G E �� Is q --- T R M \ ,��� - W x PARKING I EXISTING � �'' �� � ExISTING x ADDITION - � a�1�vj'C\r I TENNIS COURT � � a - (' - BUILDING '8 5 - - - -- - EXIST -- - NEW FIRE LUATER LINE _ __ EXISTING TENNIS COURT ra q FH 4 -- - REMODEL J a BACKFLOW PREVENTER �; EXISTING O GYM I ,d - VALVE V T�E ( _ I m �`MECHgIY(CA DWGS - 3 �'>E �UEG' F3Y N IfIM ( - I PARKING FOR 1 TING r1l "I PARA 83 Owym / /' \_j I % HEADLNESPACES STREET °' 13 j' � � E+ EXISTING PAVED I�ddV�►?10N LIMITS of - P,4RKING AREA , , ACTIVITY AND . U p EXISTING TEMPORARY 0 CAFETERIA CHAIN-LINK / \W FENCE \ (NO WORK) ` NEW v 89 EXISTING H ~ ur 1.1 _ ADDITION > �..� •%LINE OF EXISTING -- I 1�US DRIVE AND WALKWAY � � REM E.�xISTING CHERRY TREE EXISTING PAVEDIL 4 � \ \ / : .�� PARKING AREA Tn rd�G��`! \ P ,8 NORTH i j ! l pEpR WP \ 11 CITY OF TI aARD EXISTING A V E D .- - ARKING Approved............... ...:::..::::::::.:.....::.............. 1""' I i i CondNlan€:Ily Aprojrd H pARKINC . --RTA - i m r r - - �P�\ DITION ION For only tho wok n.,c' °critz !in: TMIS � ,• G�� PERMIT P10. / i Gp� �, I r'�_'�� \J�"►' �� EXISTING INC ` Seo lever to:a ach.............. . ti EXISTING Off, D ppA��t �' Uu \ CrJ POOL HOUSE \ I Job Address, (NO WORK) ExJ57ING ' ^ AUDITORIUM • 6y: __ _.�} Data: F� C -- (NO WORK) • __.._ _ -_ z � � O W E-- 0 -- J 1684.14cn a+ 1 \ � W DUR"r-1A I 'RRMAD PAR'-__' TML SHTE PLAN � zo SCHEDULE OF DRAWINGS � �� 2�-? ARCH 17 E CTURA 9.1 M1Sc A ► � FOO S VICE / V e � v J- E�L NEOU� DETA L.. D ER AG��U`�I`�� c�T' x v .1 PARTI",__ `1TE PLAN AND TITLE SHEET IO.i INTERIOR ELEVATIONS 42.1 PLANS 4 EQUIPMENT SCHEDULE ` q Z SELIG/LEE/RUEDA ARCHITECTS AND PLANNERS 224-0173 i.2 SITE ✓ETAiL S IQ.2 INTE�oR ELE`✓ATION& 42.2 ROUGH- IN PL-ANS, ELEVATIONS 4 SECTIONS 213 SW ASH ST. 1.3 IRRIGATION PLAN I0.3 INTERIOR ELE ✓ATION ; A2.3 ELEVATIONS I C�7 PO 0 1.4 IRRIGATION PLAN I0.4 INTERIOR EL>= � •-4 I IONS 42.4 ELEVATIONS 4 DETAILS I _�' z PORTLAND, OREGON 972 4 1.5 PLANTING PLAN 10.5 INTERIOR ELE ✓ATIONS 'w�,, Imo_ - "� �+ � FOOD SERVICLE 1.6 PLANTING PLAN 10.6 INTERIOR ELEvATIOIN MECHANICAL 10.7 INTERIOR ELEVATION:: '-- 2.I FLOOR PLAN - M.AIN LEVEL ADDITION DENNIS PULLMANN AND ASSOC. 635 5219 2.2 FLOUR PLAN - EXISTING MAIN LEvEL 12.1 GAB(NETS M1.1 LEGEND, INDEX AND SGHECIUL.ES 1889 WOODLAND 1ERRACE 1`12.1 FLOOR PLAN - HVAC 2.3 FLO�.R FLAN - E>1'ISTING LOUDER LEvEL t-12 2 `�AR?'IAL PLAN AND DETAILS HVAC d'"' ' H L LAKE OSWEGO, OREGON 97034 � �, � �( , , �.4 PARTi�L FLOOR O-+ND REFLECTED CEILING PLANS S TrRUCTURAL 1'°12.3 1"1ECHANICAL ROOM - HVAC r' _ t t-113.1 1"?1=C?-IANIGAL ROOM AND DETAILS - HVAC STRUCTURAL EN IU EER 3.1 RErLECTELD CEILING PLAN - MAIN LEVEL ADDI T ION �= 14.1 GENERAL DETAILS AND STRUCTURAL "' 10""ES M9.2 CONTROLS ANC? DETAILS - HVAC 3.2 REFLEGTEC> CEILING PLANS - EXISTING BUILDING ., GOTCHALL AND ASSOCIATES 659-5913 14.2 FOUNDATION PLAN #P1.2 SITE PLAN AND DETAILS - PLU1"15ING -� 4 7 2'328 SW WASHINGTON ST. 3.3 iivTERiOR AND FINISH DE T A LS 143 W Tx T LL ELEVATIONS P2.1 FLOOR FLAN - PLUMBING MILWAUKIE, OREGON 97222 4.1 ROOF PLAN AND DETAILS 14.4 FOUNDATION DETAILS P2.2 PARTIAL PLANS AND DETAILS - PLUMBING 14.5 ROOF FRAMING 4 MECH. FLOOR FRXIIN"i; PLANS ` r�' ��+�E'7 �I,2 ��.1r--C? MECHANICAL HANICAL EN ,S�INEER 5.1 E/TERIOR ELE`✓ATIONS - ADDITION 14 f ROOF FRAMING DETAILS 14.1 ROOF FRAMING DETAILS � 'T 7 ELECTRICAL MANFULL - CURTIS INC. 643-6761 6.1 BUILDINCz SEC7;ONS - ADDITIOry 14.8 ROOF FRAMING DETAILS - 10700 SW BEAVERTON HWY., SUITE 315 14,'B TRUSS DETAILS `�l EU SI'rE PLAN - ELECTRICAL I '` BEAVERTON, OREGON 97005 c• 14.10 CANOPI' FRAMING DETAILS E2.1 ADDITION PLAN POWER 4 SIGNAL -1.1 WALL SECTION. 14.11 PLANS 4 DETAIL:• - TECH. ED. E2.2 MAIN 4 UPPER LEVEL PLAN POWER 4 SIGNAL_ `1.2 WALL SECTIONS E2.3 PARTIAL LOUDER LE /EL PLAN POWER 4 SIGNAL (�' �.3 WALL SECTIONS W►++ . ELECTRICAL ENGINEER 1.4 WALL SECTIONS � E2.4 TUNNEL 4 LOUDER LEVEL PLAN POWER 4 SIGNAL JAMES GRAHAM AND ASSOCIATES 241-1993 1.5 WALL SECTIONS FIRE PROTECTION E2B TECH. ED. PLAN ELECTRICAL VICINITY MAP E3.1 ADDITION PLAN LIGHTING 2828 SW CORBETT AV., SUITE 221 FPI MAIN 4 UPPER LEVEL SPRINKLER PLAN E5.1 ONE LINE DIAGRAM \ �' PORTLAND, OREGON 97201 8.i HOLLOW METAL DETAILS FP2 LOUDER LEVEL SPRINKLER PLAN E5.2 DETAILS 4 SCHEDULES 8.2 HOLLOW METAL DETAILS C� sw DURHAM RP/PH(ayE: 2 so 1 OF be- 70 80 60 09/2 i9 4o sa 20 10 IF THIS DOCUMENT IS LESS '1(f IIf�1111�I1 lil III 111 '111 III III III III 1'�T7� jT f11 111 III I I .II III III 1rC �11 III 111 IE1111111111111111 III III III I I III� II'II LEGIDLE 'THAN 'PHIS NOTATION, 1 I 12 I3I4 I �' I 6 I I I APRIL 281994 _ ____ -___ __ _� ___ ��__ -1 ____ - _ S 11 1 IT IS DUE TO THE QUALITY OF No.36 8 - -_-- THE ORIGINAL DOCUMENT. _ _ 7 _. _-. 1 �1811 LG LZ 9Z Z 6Z EZ Z lZyli 9T 6T £li ZI� Ti Iii 8 8 �t19I711,;', 11 IIItII�111111111 IIII IIII IIIIIIIII IIIIIAIIII IIII�IIII�IIIIIIIIi�llll IIII IIII I III IIII Ilil III II f11111I1I IIII IIII�IIII�111111�1►II 111111I11�IIII�1111 IIIIf1111�111I 11111ll11L�ll�llll l lllllll IIIIIIIIII11I1111D llllllll 11111111, ►,j g0 so 70 00 6o 40 30 20 10 0 Ea.IST. FENG�F - _-- ^- __.____ ASPNALTIG PA✓'NCs 6TOO:_EG EDGES TOOLED EDGES 46'f J' -- — - 0\/ER GfrA✓E� B�.5E ?'I1 c CHARLES SE / Ai CONTRACTION JOINT(CJ) B? EXPANSION JO!NT(EJI ASPNALTIG PA✓'NG,Ex // TOOLED EDGES AT 20'-0' oc : T" T T SPRINKLER RpSPRINKLER OUTLET Exon* .T OUTLET- i` / (TYP'GAL) � ,� , MRTLAND, OREMN LE 58a'3m 33 3 E / AT 5'-m' - _7t _ 1 . j f / GRA'✓EL v GRA/EL �) GRA✓E_ (� F O rl•2.-�J L-- - - .� % f� —� i i p ^.. 04 BARS TOP 1 04 BARS TOP 1 • BOTTOM JON DETAL.B 31 (AW •MEWALK 2 G � M BOTTOM _ -G�' DmTS?001 L: 3i-t'= I'-m' GmT52m02 �'= @' DO152003 1 / I C.'NNECr Tn �• II ♦ I / T S_"15 TOO_EG EDGES PAINT E.xlS II ♦ I O / i 5' CONCRETE A5P"ALTIC GONG �T�kM 'aR_y�F IN Vr 5 / Q �a O/ER GRAVEL EASE �T 24- 5'�EEG BUMP_ r {' T II / c.rt- .��I•o�E '' r GR 7E r� A9PHALT'C PAVING ®s"'Avl; - %prtPl_�, �p� I I Jam, - _ I 21 � � Q w•;FT _ ' 4YIENry _� � _ r I v`// STt r,lfJAi,D� I / p EXPAN AT - rtaeT.LL spar.roe[ fl TOPSOIL ,� Of w C, I I / __.__- IWNC�4v D[Tac�W MPRs - uTNpF 171 Ewa / / TOPeOIL G�7a/EL �: I..aR'CING 455EM5LT I / - •4 BAR5 TOT-- 4 / 0 1 / -- JA.C. PAVING / /—\ / r,RAv[� _ BOT'OM ��' \� / , I I // I p / 11 SPEED BUMP O p // -� I'1 "ga CLM•PILL-CiUT 111,_ 2 3/4'- 1 -0' r,1502024 - / • / / / 2 3/4' P-O' ;- LE // O / '.�� I VERIFY DIM NSIONS LIGN / / coNcs�u[ , GONC LUALK --�, ow FADE OF - / It ` ASPNALTIG PAVING`` JOINT Tlp►d CURB i TOP OF � 'T1 GONG Z / l 1 /// `s/ / ❑ EXIST i I . r y o <t 12 / ALK ---- -- / A W I f - / /� CD. R4h eoes- - I ,• GRAVEL- - + „ • . 5 OPE I TOP OF �`\ --- - RAVING GRAVEL w,. e.EE1 -- HANDICAP - i \ N�rC-'r pry - Lmmm Im CURB RHI 1P / �Z - EXI r4,2'� FLAG POLE BASE - -- 3 CONICIABPF�ALT EDGE SEC I�(� a - ----- \�9' Vim. �m / 1.2 3/4'. I'-©' Dm152mm9 u _� r T C r NTS N Flow . � 01. 23 HANDICAP CURB RAMP / EXI$TINy-<;dNC, GU ccth r�fGl'� V^J�T,- BRICK PAVERS ON WIZ'OG PRECAST _ --T �G� ►�I k� I G' �H CET MORTAR SETTING w n - 1.2 /8'=1 -O' NANGRAMP Zi 04*0' -CONCRETE // 1 r2 r I T2p 1!e I<>; rD I.6-{ T' HIGH GRAIN LINK �� �� KI BED EXPANSION JOINT I WWEELSTOP9 / �— - AT PERIMET R I--. Z �r71�N I h,I M-'" f � ML FENCE W/GATE �`+' i GONG WALK '^ : t! CONC WALK ITOP 501E "I GONC. PAD❑ XTL ,: cs EL TOP SOIL �. m 43 C=EDW ` 34 CONC/E CK �ANEA EDGE r1 GR 41yEL \ O 3 ���' /� 3/4'. I'-m' D0152010 1.2 3/4' I'-m' 24 C �� 3/4 . I'-0' Dm152m1m a 0 1 o ��)GONGRETE PIT a TO 12' BELOW TOP V OF SLAB - MINIMUM \ W / / H ~ " II / n I I �t-1-1 -- / •C� ri / ��) ~ --- �RE)CONCRETE SLAB / I / ��1 i� b'-b' (VERIFY) N � / ❑ E�IST 2' W c� % EXISTING / • C$. // `��\• / - - _ AT TOPE[: - _ V L Iib.2D DC � I RAMP _ ��� I iL-i 4 0 �� I ' I II 1 EXISTING GRAN'TE I ' I { � �� ✓ 1LANDSCAPE AREA \ PARKING AS°vEMBLY� 4J'" �� I / // 1 r 5;GN - EMBED I / ��� A GONG. WALLS 1 CURBS / } I II j I I A.G. PAVING �. ��� v �/ 1 lil 11 INTO GONCRFTE EXISTING CONE CU \o ,. I / �\ �' � i � � O( ' I'I NOTF-: I I FO5T9 I'2' EAGN I � �/ �' H.G. SPACES I lil 51Dt EDGE ' I } /� \ I I'I FROM DAMAGE UNTIL I ' 21 // / 1 // Y eD / ��� `EX> 0 I I = LANDSCAPING COMPLETEI 1 , �i / S► x \\ \ ♦ 6O TC MATGN EXISTING III I may. C / \ I III j,_14'# CONCRETE I I I / I / - �► �•/ k x # \ GRADES AT ' I III III I POSTS WITH (3)•4{ I I IS2/6'19C I ��6• / k k\\ ;` : jZ ' SAWCUT LINE !'I I I' VERT AND '3 TIES --- ---- --- ' ' I r ` i� ���� / k Z3 IM• T--T T__T SACK AND I i 1 EASE EDGE IZ I II BROOM FINISH I - PAINT FINISH I I I' RADIUS? ~'4 GRADE 1_rl h1 !! k X x k ��tj�� ei_% PAINTED WALKWAY I Ij II i E4 r 12'OC. i 1 �% �' / 1�)CONCRETE PIERS ! �/� k x 4 k k r 1 / i U`` 18' x 8' STRIPES I I I I I I I A / J- SEE DFKAWING 14.1 � \ x `�1��, \5' �' = � It-_ � E.4. WAY _ r� �►^ p u / / ) k /�7( ¢n 93• d==---_�-------- \\ ---- - - __ .... =a-- \`��\� °� / �eJ CON(,*,,'2ETE SLA // , 4N® � C� 4 PLAe TER WAL �p / i k k k \ I� b' I_Z• I_Z• "V2 ^ 85 EAST PARKING ADDITION �p REILANC. WALL AREA / \ k k / z `,GONG. WALLS 4 CURBS / ' / I k - `, \ ;/ 25 RELOCATED SIGN � 6 1.2 I' • 2m'-©' o �� // k x / �k k E \ I Is2 MRTC1-I [STING I/2' I -m� rT-� E"+ / x i x/ {-- ' II�G DES �.2 F+^M U (REISIEEL TUBE F 9 %�(N / i/ k 4 k k w x k " x x X✓' IWAV G.B' $A' U7 LI. - SEE STRUC7 L CHAMFER -------- --" .t{� , / k x Y x x k x • / '\ W24' PINK AT TOP EDGES • k Tpr aOTL XE;) �' FI �� �� k k LIL�8CN4 NCa x �\ k l�iJ `/ `�, +, + k k 3r' X k k��/ � F2E'SPR[ 4 BARS 11'OC. �" 22. EACH WAY ���`% ,� +++ 1 /// hl�D'Thi %r `r'� IZ \��'� 0 15c '/ LANDSCAPING + + / eG _ DRIVEWA� 1S FLT"'/ RE BRICK + + + .! p � '�j \ OPSOIL AND = \ / / �i + .EF �IOIN U�1' G. z X i / \ / + // �� MDZD'RA'1 I ''T + + + \ `✓ Ar / w u / 1 GF `I1J UNK � E .C. RAMP -TOPSOIL O '+ + + + _�' \ +/ + \ / / 4' TNI K G CPETE f�Np 'jj'-!J' WIVE' (�T / 1� PAI .' m' AND�SCAPI + + + t-� / + T= z 4' BLAB / SLAB b' T IDK 'f S. // \��\ �yY 1b'��` Na3�0' T ' +++ V �y 5'-'v HGI4W LI5— ��, // �' ��' a (Imil'�1' z2 + + + _ + Zz � ��� '�� NOTESECsEN r^ 9 I EXP. JOIN1 TO MAT H E IST. -_1---- :.:y ` S, 61RIPES !.�_ I�.�- + + + + $ IZ - V1 P`Rei• AC. DRIVEWAY / /+ + + + �� �1 GONG. CU \ ,; 'TC _ + + + + 21 MATCH E . STING A.G. X . EXISTING TREMAINz-+ �' \ TOPSOIL AND ( E 9 G O IGR6UI s I \ i \ p, - r�%' I- SPR E ��"� C-I,Z GRADES AlExIS ING RE REE' LANDSCAPING + \ `, ' ►, L �_. GRAVEL 33' ..k`sb. �* \ \ - ` ISS.iI' !IG t2' + + + + f TC / \ / BOTTOM OF URB INE r h� Q Ti 4Vj + \ $/ '1!E'I — 1.24i�..� L_ p✓. �/r�. Y!� (RE REMOVE EXISTING vFy I U + y m', - TC pmoi�; •, �� ty REMOVE Ex15TING - RETURN TO OWNER CONCRETE WALL a \�, ��' ;++ + i + e+ - G.B. PARKING , E f' `r4 21 o- IZ y 'ImAIN D + + ; f.2 �i ,,' "- 4V(N " / ~`�` RL RELOCATE EXISTING Qj © [NTEC� > � 26 I!L`,M'OG - ARR RIZ'_m' 'fi+ \, WA KWAI^ �! . ��. T �� � � E�j ITE SIGN L2 ER . EXI5TING RELOCATED H Q . EX 8 R i RL EVERGREEN t� 1l 11 r . . E 4 HEADS' BUSIES NOF-, T"� GRADES AT d� ' 22 rr� �' 2b ' i RETRENCH ' P^E PATCH TO MATCH ExISTING ADJACENT O / WALK EDGE ,�� I� �, I�t3D -/'IS2>O'TC Ei' �.�. INE TO C ARS'- / NEW 91T \ 1 Exi5TING SPRINKLER VAULT - RELOCATE TO INSIDE �F�'i� ^ —/ NEW PLANTER AND RAISE TO NEW GRADE IN PLANTER TOPSOIL of 0 (Ex LOWER EXISTING SPRINKLER LINES AS REQUIRED 4) � \dmf.� / LAND ' • FOR GON57RUCT'ON OF NEW DRIVEWAY AND PARKING R30' 0' I' / -� REE --�` \ r - fGd%� / AAm Tc ND CUC. VRBS AREA. 2 NEU) LAND5GAPED AREA SPRINLKER SYSTEM TO BE DE5IGNEI� AND INSTALLED BY CONTRACTOR, FEED =ROhi EXISTING RELOCATED SPRINKLER VAULT (NOTE I ) MATCH EX15TING %. _ GRADES AT (EX §t6fN J �I / 4) SAWCUT LINE ` y r, Ex>ATER Q / j� VE SIGN / 1p (,E J>(�TRENCH DRAIN \ �- - \E�TRENCH DRAIN e'3920012 • �e NORTH PARKING ADDITION � � � ��� H Q M � O ° IZ1' • 2m'-0' -,I.d DI.)F�HAM RD/PHASE '2 OF bh 80 70 00 D9/2 /9 SO 40 90 20 10 >� I I I I I I I I A - I I I I I I I I i �. I I I IG I I I Ic I I I I i l l l l —I - . 1 ?� _ _ — � `� I VR - 7 I 8 �1-- 10 il!II Ilillll III III VIII I ' ' IF THIS DOCUMENT IS LESS -T(I I I �I [ I I I I I I I I �i I I I III III I I '1 I r i l i l l i l ! I I I l iTT I I I I I I I I I I I�I I I l l l l l l i l l l l l I' ''I I I LL AP 2a 1994 11 1Z IT IS LEGIBLE THAN CO THE$QUALITY OOk No 3® a9..M.- THG U12IGINAL DOCUMENT. -- �— — - ---- -- - --- ---- -., . - - -T- s� � 1 � I c� I l r--- - [III [IIIIIIII[IIIIIIII [III [IIIF31111�1191IIIIIIIIIIIIIII IIIIIIII[ 1!II [III [III [III Illl�lllllllllllyll [III 1!IIIIIII Illl III[ IIIIIIII IIIII1191111illllllllllllll [IIIIIIII IIIIIIIIIIIIWIllliilllllllllLill11lllllllILL1illllll 111 llll 9 4 111 Illllllllllllllllll IIII�NII f 90 80 10 60 50 Ofd 30 20 10 0 11 4 22 / U1W10M L YYIJ ; ORS'SON N I 1 U a3 VALVE BOX- --SET FLUSH WITH GRADE r _� a� GATE VALVE "V SAME SIZE AS CONTROL - CONTROL VALVEU VALVE H UNIONS EACSIDE OF CONTROL c N g � VALVE BOX VALVE. SAME SIZE AS VALVE FINISH GRADE AND bLEEVE j FINISH GRADE a o FINISH GRADE - 3/8" INSERT X ---- --- SPECIFIED IRRIGATION HEAD 1/2" MALE 'FUNNY- SET HEAD FLUSH WITH FINISH `T_-- - PIPE' ELBOW LAWN/SHRUB BED GRADE 15" X 3/8" --1/2" t1ARLEX ST. ELBOW LATERAL LINE -- Z FUNNY-PIPE' 2 �" `TO HEADS 27 I = ------_ ---� n 3/8" INSERT X -I/2" t1ARLEX ST. E.-BOW 1/2" MALE 'FUNNY- / —__ LATERAL ZONE LINE DRAIN ROCK- b"MIN. DEPTH PIPE' ELBOW -- / Q� o ---MAINLINE -- - a a N W N MANUAL DRAIN —I CU. FT. 1 ci VALVE- DRAIN ROCK W za � z a 0 3 NERD RISER AS5E1'''iBLY d 2 REi"iOTE CONTROL VALVE 1.3 NOT TO SCALE - 1,3 NOT TO SCALE o°o \a 0 0 4 3 a° h� I � o U N E w 0 a LEGEND SYMBOL PATTERN RADIUS DESCRIPTION _ C3 1w 180' lr,' RAINBIRD 1812-PR5 .. Q N —ow 90' 15' RAINPiRD 1812-PRS 10' RAINBIRD 1812-PRS — 4 v 180' 10' RAINBIRD 1812-PR6 90' 10' RAINBIRD 1812-PRS REMOTE CONTROL VALVE, RAINBIRD PEB SERIES SIZED AS INDICATED LATERAL LINE, CLASS 200 PVC PIPE - _ SLEEVE, MINIMUM 4" CLASS 200 PVC PIPE 0 5 PROVIDE CONTROL'LIRE FROM NEW vA_VE TO IRRIGATION \ J CONTROL CLOCK SHOWN ON � ~ "ET 1.4. PROVIDE PVC a SLEEVE FOR WIRE LOCATED UNDER PAYING. CVNNEC7 NEW IRRIGATION ZONE �4 "A1&, TO EXISTING IW11GATION SUPPLY rr LINE. VERIFY SIZE OF EXISTING \ , LINE. IF EXISTING LINE 15 NOT �+�1 ADEQUATE,PROVIDE NEW 7" N NE IN SLEEVE PRO ti VAULT ►•� &4EET 1.4. 0 -�J VA x LVE Nu rj) Gz7 G/ \ \ J CL ./ ='J�" ►.'� �" � �\� ISO ISD � O O T o N O RI� //" x,,, a w ISD ►--+ p 0 __ \ / " O C-j o �lSL��'Jr�C Imo._----_"_—_-----_ ___"--_._ ....-_.� _—_ --.— - _--- ------ --- --_"__ �—___-___ ____-_.__ _-- ----�..--- -- - "---- _�C. __... _'_--•---------.---- ---- -— -------- -- --__._----- —�— - _ --- __—�.�_—_'__�-� I PARGINCz ADDITION IRRIGATION BUJ FD �� H_ /XF04E) q�I' 51d OUF'HAI� F15/F'tloSIF 2 10 60 50 40 30 20 10 OF 66 _. _ SIIF IIIIIII 1III III IIIIIIIII11III III'I III IIII I-II II I II IF THIS DOCUMENT IS LESS I 1I1I III II III S �I APRIL_ i 994j i 8 1 12 3 1 -LEGIBLE THAN PHIS NOTATION, S r I - - No.9E + I'I' IS DUE TO THE OUALI PY OF _-- _-_ -^ THE ORIGINAL DOCUMENT. t1_111 --T811 -- - —��T (-�£ y 8LtZ9�Z1Z ' 61SEZ ` ZF7111 till 8Ili TI I bi TIII 111111111111 T T I , ' I�111IIII�IIIIr�IIL' L,'I Il IIII H I ` I IIIIIR II111H1I 1111f1 Wlllilllllll1IIIIII illl�lllllllll�illl Illl�lllllllli IIII IIIIIIIII IIIIIIIIIIIJII Illf�llllfllll illllllll 11111111111 IIIIIIIII IIIIIIII' ' r 90 80 10 60 50 40 30 20 10 0 Gt P1 22 LEGEND NOTES WFM LW A LYS ---- .^_ -- --- ---- OREGON �w SYMBOL PATTERN RADIUS DESCRIPTION 1. COORDINATE WITH GENERAL CONTRACTOR TO ENSURE �,�• -0210 210' 15' RAINBIRD 1812-PRS _ INSTALLATION OF COPPER SUPPLY LINES UNDER *44NEW FLOOR SLABS PRIOR TO CONCRETE CONSTRUCTION. olein 180' 15 - RAINBIRD 1812-PRS — _- CONTRACTOR TO BID COPPER SUPPLY LINES UNDER 15' RAINBIRD 1812-PR5 _ EITHER MECHANICAL OR IRRIGATION WORK o - 180' 12' e RAINBIRD 1812-FORS J - SEE MECHANICAL DRAWINGS. I 90' 12' _ RAINBIRD 1812-PFZS v 180' 10' _RAINBIRD 1812-PRS - 2. COORDINATE WITH GENERAL CONTRACTOR TO INSTALL - -- - ELECTRICAL CONDUIT AND CONTROL WIRE TO EACH 360' 8' RAIN51RD 1812-PR5 --- INTERIOR COURTYARD AND TO THE SOUTH WALL OF 180' 8' RAINBIRD 1812-PRS CUSTODIAN RCOM NO. 33. INSTALL THIS WORK PRIOR TO THE CONSTRUCTION OF NEW FLOOR SLABS. U 90;- 8' RAINBIRD 1812-PFZS 3. COORDINATE WITH GENERAL CONTRACTOR TO INSTALL REMOTE CONTROL VALVE, RAINBIRD FEB SERIES SIZED AS INDICATED IRRIGATION CONTROL CLOCK AT SOUTH WALL OF ROOM 83� °� NO. 33. GENERAi. CONTRACTOR TO SUPPLY ELECTRICAL �a� r -- ---T�--- -- ---- -- --- POWER FOR CONTROL CLOCK � " ••-••- MAIN SUPPLY LINE, GLASS 200 PVC PIPE J1 1-4 8 -- - -- - - ----- --- 4. 5E-E SHEET 13 FOR IRRIGATION DETAILS. a e LATERAL LINE, CLASS 200 PVC PIPE -- - - ---- -- --' 5. COORDINATE ALL IRRIGATION PIPING AND HEAD LOCATIONS - SLEEVE, MINIMUM 4" CLASS 200 PVC PIPE WITH ROCK PLACEMENT. MAKE ADJUSTMENTS A8 NECcSSARY. 2 2 a ° N W N � z0 0 v a 0 CIDd to ,a a 2 IRRIG. COURT "Cn 3 IRRIG. COURT "A" r4 IRRIG. COURT "B� a \ O 1.4 ve°= 1'-@° 1.4 lib"• I'-@ 1.4 v8"N I'-�° 0 3 W o I I f -- --- - - --- - - - -- - -- - - - - � r- - - - - - ALL j/4'' PIPE SIZE - - - - - - -� U a EXCEPT AS NOTED O ALL 314 PIPE 51ZE I I EXCEPT A5 NOTED I" COPPER SUPPLY LINE, .SEE MECHANICAL C) ® I DRAWINGS FOR '-OCATIONS U vALvEI a o 41 , Ifi - - — - - --O-4 ALL 3/4" PIPE SIZE EXCEPT AS NOTED I - L-- -- ----- -- -L---�-- --- I VALVE - J I � ----�- vAL�'E 1- - - - - - - - -� 4 - ---- --- - - ------ 1" COPPER SUPPLY LINE, SEE MECHANICAL DRAWINGS FOR LOCATIONS - - - - - - - -- -- -- - - - -- ---I - - - - - ---- - - - - - - - -- - - --- -- -- --- - - -- -- - -� - - - - -- - - - - -- - - - - - - -- - - --- - - - - - - - - - - - - _ _ -- - - -- -- -- - - -- -- -- - - - - --- -- -- - -- - -�- _ _ -- -- -- - - - - - - - - - - -- -- - --- - - -- - - - W I I z I" COPRER SUPPLY � �LIN , SEE MECHANICAL U DR WIN 5 FOR LOCATIONScn ._!';suPPL� _.._.. uNE .._.. _.. I� - - - - - - - --- -fl - - - - - - - - ) ( 1 - - - -�- - -- - - - - - - - W a d 1--SUPPLY LANE- _ pl I I -T �- - O 1 I 4 - - - - - - I INSTALL. RAINBIRD ISG-8 IRRIGATION I I I C CONTROLLER ON WALL. COORDINATE I I I - - w O --- �- - lO I I I WITH GENERAL CONTRACTOR FOR I I Q U LOCATION,ELECTRICAL. FOUER AND ALL 3/4" PIPE SII- -'I I I CONTROL WIRE CONDUIT. I I I Q a EXCEPT STOTED O 1 I I � fL — _ L J ---- -- -- -- -g d z 9m � E- U ZQ 10 __�~-"'�.` I •� �. -\ ALL 3/4" PIPE SIZE ALL3, EXCEPT A8 NOTED C7 C. O z - -_ Oi 18@ •,`., �,�,�• I EkCEPT 4S Np ED ` ou (� \ { ••.... V SUPPLY LINE __ 0-4 � Cr •"'••`, 180 �- �� 180 ~�_,.� .,w�•_' i, 117�� ---�� �- ••... I„ VALVE I ! �"''+•.. ill 1 IRRIG. FRONT ENTRY �--- —�—_ �" '•=j _ ISO � NORTH! X11 INSTALL 2" SUPPLY LINE TO VALVE 0 PARKING �- LOT ISLAND SHOWN ON SHEET 13, IF THAT VALVE CANNOT BE CONNECTED TO THE EXISTING SUPPLY 11 LINE FOR REASONS THAT AFFECT PERFORMANCE OF THE SYSTEM. VERIFY SIZE AND CONDITION £39920021 OF EXISTING SUPPLY LINE PRIOR TO BID. 1 . 4 �l nllp[4,i)h RDiPI-F;SF 2 10 6 @ 0 5@ 40 3@ � 02 / DF 6E_+ 9 2 i/� 9 :,..:.:.,.,-... __.......,.R.NYeIYY► .w�..._........... .._....-..... ".».u,M,,..,,.,1. .. ,,,rr..Ne�.a .._. �. iA•.l .. i, - � . -.. .19011 ,. .. .,M« �...,..,.,.....,•Y„`.r-.. .,...r-.r-.:.,.......«.ww.n..w.a.,..w,.N..waY.FNM.�Y#�YIYN.,r..........,._...--- _____...__ _..__-_____.-..-.__.......+.__�......a..a++>,n.neM .q.._ IF TtlTS Y ' I 10 I 11 12 APRIL 2�3 1994 I W LEGIBLE TS LE9S �rrl I IIIIiI I IIIIIII IIIIII11111 1--- I �T�t �Jrltlrflllll{ IIIfIII�T�IT?�� 11111: IIIIIII IIIIIII 1111181 IIIIIII III I�IIIIIIII �illll III III IIIIIII III I VIII I�- Sf 1 + • 1 ILL'-I I a}7 I I V 41 v IT IS DUE 1O TtlE QUALITY OF -- -- - _.- � THG ORIGINAL DOCUMENT. _ N.36 rp ,��_.,. Z 8Z LTE '11;1111111 Z 6Z SZ Z iZ OZ 8i Br1l L—�9i\S�T bpi £1\ ZT T1 I T I 8 8� L\'9 I 4 I j6 jE I TZ Oji—1Y11N! [,tu,-,l,,IIIIIII IIIIIIIII (IIIIIII ILII ILII ILII ILII ILII IIII�IIII ILII ILII ILII ILII II!I II�IIIIIIIII IIII�IIII lilt II III II IIIII�IIIIIIIII�IIIIIIIII�IIU�llll lilllllll 1lll�Ull llilllll 1i11W1 Ilu1i11111t�1i111ll1ll11��III1lI1IlI1III�IIIiIIIIIINIU I 8m 1D b® $m 40 Jm 20 ID O WOOD NOTES 2 X21 SLAKE AS SPEG'D.- BET ROOT nj4 22 AP,OENALRGRADE STONE SCHEDULE AS SPECIFIED. TREE TIES COLUMA5 SPEC'D:-,NAR BASALT GUT AND REMOVr ALL OREGON S1'Mt3OL - TYPE DIMENSION -J _-- (BURY U5NOl N MULCH AS BINDINGS FROM THE TOP DEPTH SPECIFIED. AND SIDES OF THE ROOT --- \ BALL PRIOR TOCK-A Q B `9 ' p►1"� p1 --- COLUMNAR BASALT 2'x2'x48" NT. (At30VE FIN. GRADE) �� - Q FILLING. HT. (VARIES) 2'x2'x36" HT. '� it SEE STONE BACKFILL MIX REMOVE STAKES AND TIES _ A5 SPECIFIED. - -__2'x2'44' HT. SCHEDULE \ _ 1 YEAR AFTER PLANTING. ---- - - _ /FIN. GRADE Z 81 BASALT B�ULnER 2'x4'xl8" dal'. " 82^ - "- 2'x3'x24" �- NT. " " -- 83 " --- 2'xb'xl8" HT. " " 12" 84 " 3'x4'44" HT. " " _ I _ 85 _ 3'x4'x3m" HT. 3'x4'x36 „ HT.- -— _� 1111= Illblll — Sim BASALT PAVER ° _ 9 ° o0 �- --- 12"X12"X4" THICK ` e p♦♦♦+ N N V cu n.- 2 TYPE "A'' STONE DEVIL _ 5 DECIDUOUS TREE PLANTING DETAIL c� 1.5 NOT TO SCALEIt 1,5 NUT TO SCALE y M1CIO PLANT LIST -COMMON NAMES - BOTANICAL NAMES SIZE / CONDITION - _�t� VARIES-SEE STONE / 2 SCHEDULE 5AfjALT BOULDER GUY WIRES AS 2 TREES -v-- ---___- — - BURY TO DEPTHSPECIFIED / -- - AS SHOWN). COLUMNAR MAPLE ACER RU5RUIM ARMSTRONG "2" 4" CALIPER MIN. B AND B HT. (VARIES) NOTESt SEE STONE HINOKI CrPRE55 CHAMAECYPARIS OBTUBA 'zRACILIS I' - & HEIGHT B AND B SPECIMEN QUAL TY — SCHEC.LE /FIN. GRADE REMOVE GUS c _ .TIRES AND STAKES WHITE DOGWOOD - F t ANr;HOR STAKES I YEAR AFTER r --'- CORNUS FLORIDA GREEN GLOW �' - 8' HEIGHT B AND B SPECIMEN QUA.�.ItY - 17� � N t7 ` PLANTING. 5WEE7GUM ---� _ - LIQUIIUAMBAR 5TYRACIFLUA 4" CALIPER MIN. R AND B __ IIIA III-IIgII� CUT AND REMOVE_ z VINE.MAPLE ACER CIRCINATuM 8" -Ira' HEIGHT B AND B SPECIMEN •.QUALITY MULTI-TRUNK MIN. 4 STEMS IIII= III�III ALL BINDINGS FROM 0 --- - - ------ -- _ -- - \2'' MIN. 00 ANBD SIDESF PRIOR z a M•LCH AS --- o-_ TO BACKFILLING. N SHRUBS ----- - - _ -__-- ---- -- --- ---- --- -- SPECIFIED ~�.- °°° r- CD ANNA ROSE WHITNEY RHODODENDRON ANNA ROSE WHITNEY 24" - 30" O °�° ►a v t� t� C SPECIFIED - ° ,.• BLACK BAMBOO- PHYLLOSTACHYS NIGRA 5 GALLON i - --- - - 3 TY I I'L�" STONL D T�I L BACKFILL MIX \ a o 50W5ELL5 RHODODENDRON 50W5ELLS :1" - 24" -- - NOT TO SCALE r \ a 3 COMPACT OREGONGRAPE MAHONIA AQUIFOLIUM COMPACT - 18" - 21" - —i _ T I- °0 w DORA`AMA1'Els RHODODENDRON DORA AMATEIS 21' 24" 6 E VE RC�RE EN TREE PL AN I I Nr, D E A I L NOT TO SCALE �"`I FAT51A FATSIA JAPONICA ° GALLCIN I'S 1 LINO CRIMSON AZALEA H11�10 CRIMSON 15" - 18" BASALT PAVER _ /ITOP OF STONE FLUSH I- o Eli JAPANESE BARBERRY 5ERBER15 THUNBERGII 21" - 24" FIN. GRADE WITH FIN. GRADE) U - -- - _ 4 MIN. 12 X12 ./- �\W °o a 10 F MULCH AS SPECIFIED. r - CUT AND REMOVE ALL BINDING LADY FERN ATHYRIUM FILIX-FEMINA I GALLON - - I -• - L^ ©_ - II� FROM THE TOP AND 51DE5 OF �r MAIDENHAIR FERN ADIANTUM PEDATUM - 1 GALLON IIII= IIII II - IIS III�III SPECIFIED 5ACKFILL. THE ROOT BALL BEFORE BACK- FILLING, w PIERIS ---� PIERIS JAPONICA - 21" - 24" SWORD FERN POLYSTICHUM MUNITUM i GALLON 3 GROUNDCOVERS -_ ----� - 4 TYRE "C" STONE DETANIL _ 4 ASPIDISTRA _ ASPIDISTRA EI_ATiOR 5 GALLON- - - - 1.5 NOT TO SCALE ° o �\ BABYS TEARS SOLEIROLIA SOLEIROLII SEED OR ROOTED CUTTINGS °°o BISHOPS HAT EPIMEDIUM GRANDIFLORUM I GALLON - �� °g° °°° i BLEEDING HEART- DICENTRA SPECTABILIS I GALLON I \ BUNC✓-IBERRY CORNUS CANADENSIS I GALLON -f CROCUS CROCUS VERNUS BULB OR I GALLON (SEASONAL) DWARF PURPLE IRIS - IRIS TENAX - - 5ULB OR I GALLON /SEASONAL) SRL. 5 fi L_ANTING DETAIL FALSE SOLOMANS SEAL SMILAGINA RAGEMOSA I GALLON --- _ L� \ ,rj NOT TO SCALE w GOLD STANDARD N05TA HOSTA GOLD STANDARD I GALLON LILY OF THE VALLEY GALLON MA CONVALLARIA JALIS I G _ _ N MONDO GRASS OPHIOPOGON JAPGVIGU5 - I GALLON O NARROW LEAF HOSTA HOSTA LANCIFOLIA I GALLON �• �y OREGON WOOD SORREL OXALIS OREGONA- - 2" POT PACHYSANDRA PACHYSANDRA TERMINALIS 4" FO S7. JOHNSWORT HYPERICUM CALYC•INUM 4" POT -- --- -- VINGA VINCA MINOR -- 4" POT c b REPAIR LAWN AREAS DAMAGED Pfz�P r� I U B*T- CONSTRUCTION. WORK INCLUDES a� REGRADING, SEEDING, FERTILIZING, WATERING, MOWING ANG OTHER -- � ' �j 66 MAINTENANCE REQUIREMENTS UNTIL -� \ ggg e' \0'k OG FINAL ACCEPTANCE OF LANDSCAPE ' aAP R� • Z Z CONSTRUCTION. 1f% IL gU� E. 125 e0- 0. � \ \ r -- EXISTING TREE l TYPICAL - -� N88'3©'33.3"W _ • 89920012 BARKING ADDITION F'LA•NTINCG 000 Sw DURHAM I'•D/PHOSE 2 M 10 6® gm 4m 3O 3® 09/2 /91 ' S OF bb M 'y ,..,�ma..,...e.-•--- - ._...._....... .__._._._...._.....,, *•�r.,.•.n.......-_ _ ,n�..n: o-. .. f f I I1I I II .» r[F THIS DOCUMENT IS LESS Iii I Trflll!jf11111f IIIIII IIj ISLE THAN THIS NOTATIONAPRIL 2 IT IS DUETO THE QUALITY OF tL � No Ja THE ORIGINAL DOCUMENT. Z - 8ll-►III ,1-11aI ---Il1u --L(11 _101111-III IItiIII IIII �IIIIZI-II-II-IZV-I- `1-11-11111911 -IIII -I �II -Iti,II-IIIIOI1 Ilillllll II►,iIII�IIIIIIJ l 40 30 TO Ira 0 Lsr r� TYP. 5- -- ------ r t WXw(a J� O�)EGON TYP. � 1 *4� ,�,, 1.5 14 BLEEDING HEART 3 HINO GRIM50N 1'► I --MAIDENHAIR FERN - 1 LADY FERN 10 BLEEDING HEART _ - - _ g CROCUS- 2 PIER15 19 FALSE SOLOMON'S SEAL 2 -LADY FERN - 1 LADY EER' I 1 DORA AMATEI5 it DWARF PLIRPLE IR15 PACHYSANDRA 6_12'" O.G. MAIDENHAIR TYP. THIS COURTYARD 13 DWARI__ ffURPLE IRIS 2 FERN 15 - 9 BLEEDING HEART —13 BUNGHBERF'`I' _— IM—_ 1 LILY-OF-THE-VALLEY 8 BLEEDING HEART U '� —A TYF. 2 -- -- "� - - 1DORA AMATEI5 c jct I �� )l ct - ---_._ _4> 2 MAIDENS IAIR c't l ct ct ,fit ct ct ct ct 1 HINO<I GYPRm55 PrY N l J TYP. - - -- �- � N PLANT BABY TEARS (SEED OR 2 LADY FERN �� ■ ■ a • 1.5 FERN - :• �� - _. CUTTINGS) BETWEEN TYPE "Cl" STONES -- At ■■ AZ ■ 2 TYP, 8 NARRGW LEAFED _n I8 515HOP'S HAT ■ •a 1.5 H05TA �_ ? > • rwf `� -- 22 GOLD STANDARD - - ° :� 15 CROCUS Al HOSTA 12 DWARF PURPLE IRIS -- ■ ,,,� DW - 2 SWORD FERN 11 BLEEDING HEART _ l/ _ I_ FATSIA 12 _BLEEDING HEART ct 4 DORA AMATE 15 1 NARROW LEAFED �■ 6 ASPIDISTRA 14 DWARF PURPLE IRIS•, _ — •� C.B. Z y �— ------- At A2 '■ H05TA i, 18 DWARF PURPLE IRIS h no / • G. . I PIERIS , ---- .- ■ B ''i ' Ct �' — VINE MAPLE ■ ■ �• �w :: 1 LILY-OF-THE-VALLEY �J 5�LILY-OF-THE-VALLEY J .-___--- W `� • , -"- - PACHYSANDRA 's 12" O.C. _.�� ■ _ ��� g BLEEDING HEART TYP. SYMBOL c1 ` \1 _ t 1 _WHITE DOGWOOD =�"�--'� Aa o t • � At • __- - cl . ��. � - .n 2 MAIDENHAIR_ • • OREGON WOOD 50R_REL_�' 6 O.C. `- I _ _ 15 BUNCHBERRY „ FERN ,� --- (TYP. SYMBOL) ■ 0m I PIERIS -- - - O - - - W 0 11 BLAGtG BAMBOODORA AMATEI5 �, ILY-OF-THE-VALLEY 1 LADY FERN11 BLEEDING HEA_ R� — \ __-___ _PLANT BABY TEARS (5EE_D_OR \�' o CUTTINGS) BETWEEN TYPE "Cl" STONES 5 HINO Gf•?IMSON 14 DWARF PURPLE IRIS 12 DWARF PURPLE IRIS MONDO GRASS 6 12" O.C. \-^ ---- T 11 GROG.15 8 COMPACT OREGON GRAPE j 4 B15HOP'S HAT 1 MAIDENHAIR ROOT BARRIER-- FERN - T _ — — 1 %'INE MAPLE 5 NARROW LEAFED -IOSTA CONTINUOUS 5LAC< VINYL PLASTIC, g BLEEDING HEART 5- HINO CRIMSON H MIN. 1/16" GAUGE x 24" DEEP. - N BURY PLASTIC WITH TOP FLUSH U WITH FIN. GRADE. W o PLANTING COURT �C� 3 PLANTING COURT "A" PLANTING COURT "B" 1.� 1/4"■I'-0° I.�O I/4"■1'-m" 1.� 1/4"■1'-0" ►" � x U � si V) 4 cv - - 24 NARROW LEAFED I HOSTA --- - FLAGPOL lm NARK W LEAFED ---`� ----� I g NARROW L�AF D 4 O H05TA V(NGA w 18" O.G. _ _ (TYP. THIS PLANTING 1 - -- f - - I I J -- p BED) • Al • I I I 8 NARROW L�AF�D BI / I I I I I HOSTA 3 PIERIS _ cl-y ` i 3 PIER15 - 1 1 COLUMN R I` APLE I I i i -LILY-OF-T E- ALLEY �D 1 HINOKI CYPRESS - -- -----I- I 1 GOLUMNAR MAPLE ►�+ Z O IO 1 2 PIER15 4 1 -- -- --- — - • g ' ' 'IRR W LEAFED --- �. _ •�- � i 1 HINOKI CYPRESS 1 � I 1.5 1 10 DORA AMATEI51 +�.�STA i L �I 7 1 ANNA R05E 1 -- --- --- ---- L - J _15-t1t - _ - - - I LLIHITNEY 1 H - - - - - -- - _ = - - - - -- - - - - ----- - -� �__ VALLEY - -- - - - - - - - - --� g_ _LTL't=�- -VALLEY -� 3 DORA AMATEI5 I I - 8 NARROlA1 L FED / O HOSTA DORA AMATEIc„ � I U Z b --�— 1 COLUMNAR MAPLE I 3 /1 • A2 �/ �• Q 3 PIERIS TYP. 01 _ EL n'. F TYP. B3 .2; E-' x Z 3PIERIS p d J 1 83 GO NAR MAPLE 2 PIER15 �__ !j\� as I OLUMNAR MAPLE I COLUMNAR MAPLE ! '1 , ANNA R05E WHITNEY _ VINCA ID 18" D.G. - IPS- ANNA ROSE WHITNEY 4 DORA AMATEI5- -- (TYP. THIS PLANTING BED) I BOW BELLS 3 BOW [SELLS -__ _ 8 DORA AMATE 15 , _ -��, _ -�_ �` I ANNA ROSE WHITNEY 4 DORA AMATEI5 _. _._-_-.-_--_-� - --------j" ,- -------- --.---_ ___. __ 8' 92 VE'21 i PLANTING FRONT ENTRY 1 . 6 NORTH O9/21/91 u,r S14 DI.IPHAM F'D/PtIOSE '2 40 30 20 ID IL b OFWA hb C(f Ilf -II.I. III III I III IIII I I1 I-I_I—I''IlI�lIlIII I1I11I 1I1I 111�1111111IT11T'1i1 lIIfII�TIIII 111I{1�IINTI�fII i11fll IIII1I111NIIII1I ill—IlII II.II_I.I--I!I.TII�II llI!lllI:llIlI llIl_lIlI�l!ilI l lI ulIllIlI llI 4Il I_I�II I11I1I1'_lll 1lllIIlUI uIllItIuI 11l uIlILlIlll1lu1ll _illlIu1lil1uI�0llI�_lllI I I I I _1 l_ill1l I_u,lll Iu� ul!IuI�IIII N._ II I APRIL 20 199 4 LEGIBLE THAN PHIS NOTATION, ` �� 1 I� _ 2IF THIS DOCUMENTIS LESS IT IS DUE TO THE QUALITY ON N,]E 4"'x" OZ 9 * lI� 1lTHE ORIGINAL DOCUMENT. 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METAL 1 BB (3 1 4' MT1_ �? `5/8'GYPBD II CERAMIC TILE STUDS • I(dOt. � STUD ` - 5 ,� I UL U305 IST BATT INSUL -VERT IPS •I�j'OG. 92 MECHANICAL ROOM PLAN 6� MECHANICAL R �� 64 35 '-GONGRI TE 2.1 1,8'_ _m' M PLAN u�u i E�� u31m5 ® - ' GENERAL NOTES 111-77-77 , DEMOLISH ALL. 17 77T77 '--I AREA EXCEPT THOSE�ARKEDTIExg - - /__J�� =A] M t E>.iSTINCn ADMINISTRATION / 33 \\\ - )I-A REMO✓E Ex DOOR L. FOR WINDOW TYPES ANC' ADDITIONAL DIMENSIONS SEE 68 SEE 46/2.4 1`-'' / 45 I RF_WORK OPENING 81 \ TS FOR ALCOVE, RESAT F - ,-b' = -- 18-4' --- \ + �� a / EY. WATER FOUNT. / o �3 REMOVE EXIST. 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FLOOR FOR ROUTING OF NEW HV G - INFILL W/NEW GONG. W - r 5 - 2-4' _ IZ'-4' B �- l -^ O AND PATCH FINISH TO MATCH EXIST. x -- - -_� _ 1 GI C�9PI NA1 01477 H I�• W61 N Pp) SONS IN Gc,awT'� w; LAI `i r }'!+' $ 9 fZ 55 10.1 \ -r---- \ --- --- 14''C' --- - b27 w I 4 a I ICI _ g Im.l 4 a . 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I 63 B8 10.1 I g -- - - -- - ~ v I 1 a p r� / M 33 Sts *63i, ,.4 [� ,.I 14 J4 ��� pp 7 r�`�uR Lv\ SIMTA 4a ,8 4 a Hc.,TG' QsPf� 1 U U U le - - - D2` �• .� IF i r h _ 10' b' 10.1 (D2 - �� 3 _ y//n-��fuovl DI �] 2 �94,'� r ,e p! `� / n V a L DS Z or�P�1m2 DS. - -- �r,I� W e'•0; -m -b' CB- HAND CB �'-b' 1 I -9'__ CASE 8] n -`� ct2� I FX \M� � M2 351 _b r I r W r l •- I - Io1 44,," 0 DISPLAY 41 i -- B -- -- ,�: -__ _ ---- �!"-int.-IP�f� - _ __ __:- - -_ a _ _ �p I� 3'_4• ^' 9'.4' I'-�' - �•�(i l� i I - ' _, ------- i i BOVE� '• : , 8 I I '*- -` ---+_-,+ Of 1 G3 Gz _> 23 ,e --------- 1 BI .� I ------ --- �- I (61 $I -- ---- O ---- - a 48 �J' CONC R.O. 351 0 68 r a F3 v Z0_m� Bl 4©' m 5-b VE �'_ m TROPHY a 48 I8'-0' m 4 13 a ,.4 351 • , 3g - 10.1 ,.I ;p O � � `' ,1 ABo�' �-Ae VE ABOVE ABOVE CASE 4 I - 103 bo °' P3 P3 I P3 I 21 ®LEFT '^ _ I RELOCATED PLACtU C I P3 ( L h M2 Z, rt vct �_ - - `_" ' FROM ALCOVE X - IA 4 43 a � --- i I � SEE SHEET 2.4 L4 �� 3� - - 9b Im.l �7 a _- 4 58 a e LADD ® — c I 101 b'-0' 22'-6 I _ 3'.9' - - ( I I ! - - ----- L - - --- 1 �' 103 a <M� / - �- m RI -- --- �. 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IIII�II Illllull IIII IIII III- IIII IIII Illi 111 lllllll llll IIII IU i lllili ill tlltlllllllill ILUlllltllil,.11l IIIIINII � I 00 so 70 60 50 40 30 20 10 0 -V CHARLES f, S� G - PORTLAND, OREGON � i CABINET AND PLUMBING. ® \ ® �1 ® L�a� ® �) ® /� GAP BELOW FLOOR LINE 1 / PLHM. Si-IELvES ON AD J BRACKETS o . =ELF ��u�\ I r/ oat � J oel 6O[=F T ASS EDGES ARY ® DOOR ,. 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SOFFI'r5 i. l 77 f I % NT - - _ - PATCH LOCKER AND 5PRINKLEr2 - 1 SOFFITS TO MATCH EXISTING arJ 1 --1 - I JI -- ADJACENT' _ -_ _ _ __ _ EXISTING PLASTER SOFFIT -1 IL I _ - __ � AND FASCIA - PAINT ' _ - 1 I _ _ I r ---- _ _ _ _ _ _ -� 4' x 4' FLUORESCENT z i v] O — O O �1 -`-- lf - - — EXtSTINCs PLASTER SOFFIT SURFACE MOUNTED GLUED-UP ACOUSTIC O O — O T_ - X REMAIN - PAINT LIGHT FIXTURES TILE ON Y GYP. BD. r -- - cv lw N z I N 2' x 4' L!GNr �!xTURE5 z IN TEE GR' -ACOUSTIC d PANEL CE!L''�G $ a a � C• r4i" PARTIAL REFLECTED CEILING PLAID - CORRIDOR 'A' 8. IARC COMPUTER ROOM AREA a 0 e3 REFLECTED CEILING PLAN TECH. ED AND DRAFTIN � - ----1-- W 9 � � a (� I H � U "tl G L' 0 W a r ' U � UP DOOR - PATCH WALL I�Nf9 Vv1(•�l�i�n/5 AIR RETURN DUCT aj U1 �.O.G. � � _,,,- D -CHASE - SEE REMOVE EXI TI ROLL- UP R RFTURN DUCT CJ r,� w=M<i- MECHANICAL AND SOFFITS TO MATCH \ ei N -t"IECHANICAE - �} I�PY.E'�S - _a - �� - DEMOUNTABLE PARTITION EXISTING ADJACENT -- TO MAIL.H EXISTING - - - (120) 21 4 � _._._. ,nI Ir I I I COMPUTER TER ISO - 4 91 2 I ^^ 1 ~_ RELOCATE EXISTING I II' DEMOUNTABLE GLAZED GI LS �®(�`��' 105 28 3 �_ PARTITION I.M.C. Y64 RELOCATE 3 Y lis 33 - 91 EXIST- H.C. �. �RJ F L tR9 TECH. -E®._ A. 93 AvREMOVE 4 10b 2 REMOVE EXISTING LOW 1 ' J 9l L ATORY DOORS ANDSTI E �� 4 93 2 2 105 I PARTITIONS 10b - INFILL AND PA 10� Cdi I L _J 10 13 �, i 5gg I 18 3 _ _ I I f-T WALL TO MATO -meq v 15 REMOVE EXISTING CARPET L-[ PATCH FLOOR TO RECEIVE �� '' Img EXISTING ADN. 4 95 2 N a G G i LEARNING, I j l ._r ----_- _ GART'�TINGr� STATIONS I 9 9 N I1 NEW CARPET ST \p -- 107k- I REMOVE EXISTING YOI REMOVE EXISTING ALUMINUM DISPLAY CASE - $IM. EQUAL EQUAL IW 3 - I C - - _ - - DOOR AND RELIGHT FRAMES 411 11 e1 -(1) U - { GH - INFILL WALL 70 MAT INFILL AND PATCH V 4 Ima a -�-�---_ TECH._ ED. SHOD � i©} 4tT (� 1l � - ® � ll . EXISTING ADJACENT WALLS TO MATCH 15 ®�� ^^ I EXISTING ADJACENT F+� 9� 14 1 I O CJ Q - - - - - - - - - — - — osI 04 CARPETING EXIST. �.•• _; ---_--- ��- REMOVE EX15TING WALL- 3 IM. } EXIST. DF. I 1 EX1S1' DF. T�E r�r 6 I 4 91 2 I DF. INSTALL METAL LOCKERS 33 4'-U%' 0' 4'_0C RELOCATED 10.1 _77— REMOVE_ REMOVE EXISTING CORRIDOR 'Af 3 91 � DOORS,FRAMES AND ° + I 3 on 10.4 WALLS SHOWN DOTTED Igo XDI ^��� / �`� �`� [ DF. �a QQ ® --_ - -- _ -- _ --- ---------- --- --- _-_ -___ - - -- - ------ — ® a @ _ _ 1 _ _ _ 11a. ---- LL IIS 3.3 ' In - _ - p- REMOVE EXISTING C Its I 12 6 I I l 1� CARPET, TA 9T. - ---.- _ - _-- --- REMOVE Ek r �. � J _ - 1, � O EXIST ` ` VI' oN I STRIP WALL TO F,4CE OF STUD STING ROLL- ` ` ` LC rr CARPETING : --. -- �- I AND SOFFITS TO MATCH I O U (7 pF. ` 2x4 BOTH SIDES - FaE OVE pOORS - I UP DOOR - PATCH WALL CORRIDOR 9 96 EXISTING EXTERIOR NG f, ocK I AND RELIGHTS 1 INFILL HOLES, EXISTING A AGENT \ Vpa 10.1 33 STORAGE SPACE TO FRAME NEW OPENINGS WITH HEADERS �ir� p -___-.--..__ ----- REMAIN ALCO`;u;l� AND TRIMMERS - rw•EE PLAN SHEET 2.1 l TH _- _ -- ---- - -- ---- --- � O - C..) p -(63)METAL LOCKERS � L_________J _ 26 3 'AT _� 10.46;3 8 1 _. __ . _ ..� 1 _ 1 ou RELOCATED II EXIST. WALL ,`Z' AND DRAFTING ROOM AREA PLAQUE I 46 PARTIAL FLOOR PLAN - CORRODOR 'A' & IARC COMPUTER ROOM AREA _ a6 PARTIAL FLOOR PLAN TECH. ED. { 33 Z.4 I/8'• I'-ra' .4 CS HEADER L CUT OPENINGS IN EXISING —f------- ---EQUIPMENT SG?-�EJ1�LE �--� w n At NEW -WALLS AND INSTALL DOOR - OPENING ' AND FRAME, PATCH WALLS MOVED INTO III 114 AND FLOOR TO MATCH EXIST. STATUS SUPPLIED BY POSITION BY ADJACENT. PROVIDE 4' SQ. IAO DESCRIPTION NEW EXIST OWNER GONT'R OWNER GONt'R CONCRETE LANDING WITH (2) RISERS AND 11,21♦ PIPE I JOINTER -- - ----^-_ X X X HANDRAIL EACH SIDE 3'3 2 13' PLANER X X X 3 BOX 1 PAN BRACE SHEAR ROLL - X X X 4 ARG '1JELDER X X X 5 WELDING HOOD 4 EXHAUST X X X N©�T f b GLUE TABLE METAL----- X - X X - 1 _____ _--_--_- — - - PART I T ION ANG, IUA;_- T` PE S 1 GRINDER X X i( 7 4 6 SMALL WOOD t METAL STORAGE RACK X X -x- - - 9 WORK TABLES X X X It-z METAL 'N' EXISTING WALL VP �I a' CMU WALL. 10 TOOL STORAGE CABINETS X X X •I -2X6 • ib'OC 2xb • 16'OC --2xb • Ib'OC STUDS AT 24' CC ",V METAL ZEES 11�' METAL ZEES OC 11 GGNSTR TABLE SAW X X X VP b'METAL STUDS • I6'OC. • Ib'OC. -VP - --v ` • I MET VINYL FABRIC 1/- 4'IMETAL STUDS 12 BAND SAW X X- X I \RIGID INSULATION r� - SID INSULATION G'r'P.BD. COVERED�►' TI••RC 13 FLOOR MODEL DRILL PFlESS X _ - X X I GYPSUM PANELS (A5]4'METAL STUDS 65)2��'METAL STUDS 14 DISC SANDER X X X f l I� {3317nE STUDS DEMOUNTABLE PARTITION I4 2' ZEES = �. 13 ]1 ZEES _ `IQJ2xa STUDS 7xa STUDS \/ �5� _- �65� 165)D'�' METAL STUDS 15 MITER BOX X X X (I� O A5 � �� 33 2Fr. WALL 120 16 PYA L SAW X X X [�1 ,�NrJ (115)2x4 STUDS UL U301 UL U46R - C16'METAL STUDS 8'3920024 11 ROUTER 4 TABLE X X X UL U309 UL 0305 18 METAL LATHE X - X X -F- -19 GRINDER - X X X 20 HORIZONTAL BANDSAW X 21 MIG WELDER X hIr , SW DURHAM RD/F'HFaSE 2 10 OF hes so 70 00 506 04 4o ao zo to IF THIS DOCUMENT IS LESS I ,IIIIIII IIIIIII IIIIIII 111111 I IIIIIII VIII II--- IT t11TT�r�-rJT�'rrt[1rj1j1jI[fjIIf ltlllllt ►Ifi�' � �I�I�I�IIi III illlll 111111 IIII�I VIII I ' APRIL.- Lia 1994Y �i.}?GIBI,E THAN THIS NOTATION, 1 �_ II '' I 14I"-> -=--- /� — I 8 y �_ �Q11LI_ 1 + IS DUE To 'PHk: QUALITY OF N.36 THE ORIGINAL DOCUMENT. - -- - -- -- -- -- -- -- £ GFzIIII1T1_,111II1IIII lZ OZ 1St8t L��i8[ 1I41 16(([ £I IIitI III1111�111111111I1{1141111II114 lNllll{I 11N�N11114114111 NIIIIIIIIIIIIIIIII!lll III4411�1141111111111111111 Jill! Illllllll I11111111�1U11Wll�lllllll!l llllLill h 'l��llllllllllilllllllllllllllll)llll�llllllllllll!IfIIIIIWIII 1 90 80 70 80 50 40 90 20 10 p _.—LEGEND—OF Sl M80LS J 5��` tD A�� . GENERAL NOTES: L 2'x4' FLUORESCENT FIXTURE RECE-17SED CAN iN SUSPENDED WOOD CEILING --- — -_ M–D I.c4' FLUORESGENr Flicl'URE o RECESSED CAN IN VENEER PLASTER CEILING CHARLES CE KIS MEN 1 MAIN SPRINKLER LINE RUNS SHALL NOT BE IN EXPOSED PENDANT MOUNTED HALIDE FIxTURE (o) ROUND HY•AC SUPPLY OR RETURN ® 2 z STRUCTURE AREAS UNLESS APPROVED BY ARCHITECT OR • PENDANT SPRINKLER HEAD i POfiTLAND, GREG N _ NOTED OTHERWISE. J �.,., 3RANCH SPRINKLER LINES IN EXPOSED STRUCTURE AREAS A SIDE MOUNT SPRINK4_ER HEAD _ ARE SHOUN TO INDICATE DESIRED ROUTING. HEAD SPAGING / IHR .:ATED - -_ r , z ® MAY VARY TO CONFORM TO CODE. • DRY SIDE MOUNT SPRINKLER HEAD ' OF \) CLG ACCESS t—J • � � SPRINKLER HEADS HAVE NOT BEEN SHOWN AT SUSPENDED SPRINKLER LINE PANEL (3 CE'iLINGS. (UNLESS NOTED OTHERWISE) - m Ir. l L J /4) ALL CONCEALED HEAVY SPRIMNKLER HEADS UP AND EDOUV. SPACE BETWEREN SUSPENDED( �' RETURN AIR GRILLE CEILINGS AND PROTECTED ROOF STRUCTURE DOES NOT REQUIRE ® SUPPLY' AIR GRILLE 1 201 OF _- _ _--�- _ __. _- -- - --- - SPRINKLER HEADS. (5J ALL PARTITIONS SHALL EXTFNC' TO UNDERSIDE OF STRUCTURE Q 2'X2' LAY-IN CEILING 1 -5� r 3) ®AICD UNLESS NOTED OTHERWISE. L'� i FEE 2')K2' (+on,r.a+reic enuecitw�tao ON n�e) L JE I ��D OMW I Ic '' :.:SLUE-UF TILE CEILING ✓.P OR G f P. 5D. CEILING (PAINT) n wu w 1V--IfAr O I SFACED WOOD l`- (WOOD DECKING AT CANOPIES? 92 PART REFLECTED CEILING PLAN ] EXPOSED STRUCTURE 3 vas. r-m' 6 � LJJ PART REFLECTED CEILING PLAN Q AL1 T-TT1�� - - c� ______ __.� c� �? - _ - _ L�__� --� �=_=-_ - Y �\ji � � ® �, � BK _- raZ IL VAULY 23 T z F �\ I — Tv P 4 z d C7] 19 E — - - P I C - a o r m _ - - - � VII 6C - --- ---- U O _ o — N L IX \ R W a P /' P �{ �� SYO OPP -_ W I Ca ��a ro n C � - - � H - - H -- — 4 - - 0 0 __ p n U1 L _._. ter_ • • p I _ I n _� -_ n • _ � w U @) O O O — -- _ =— O — 00 80 70 80 50 40 90 20 10 0 c��$jD F -��� "HAHEkS E ELIC C� ® C� u� cl, FORA OR CON . qL4j 6=0 i II I RELOCATE ANDTNEW LIGHT 4' X 1 LIGHT FIXTURES ( l -EXISTING FIXTURES 1N EXISTING TEE GRID FIxTURE 1 - REMOVE EXISTING cm cm cm LINEAR FIXTURE r-n r-n r-n r-� r-� r--i r- i r- r- r-� r r-� r-� r r-� r-� r- t ---t r-� r-� r- i L_J L_J L_J L_J L_J L_J L_J L_J L_J L L_J L_J _J L-A L_J L_J L_J L_J L_J L_J L_J JI _1J © ® m m ® m m m ® m m REMOVE INC PANELS A p S L - --- 3LLIIDI - NE'J D�I(4-Li°r' Or-I D94 -- --- 0 ;i /� - REMOVE EXISTING ACOUSTIC — -- - -- -------_ ___ I_J I i -- CEILING PANELS AND INSTALL .. CEILING wr���pA►�+ELs- _ _ -_- - --- -4 MATCH tKr1jT r-I1. 0 :i © •� n n II If REMOVE EXI57iWA ACOUSTIC I 11 i CEILING PANELS AND INSTALL _ n --- ^ - - ----- - -- I � NEW iiNO ii 2 ® --= ii OJ) -- � a -� II _ II - 3Z PARTIAL LOWER LEVEL REFLECTED CEILING PLAN 11 REMOVE AND REPLACE u� 0 II 0 EXISTING ACOUSTIC n r p CEILING PANELS AND p 41 4' X Z' LIGH1 FIVTUREB ' it ® II 2' SQ. LIGHT LENSES aj cv - EXISTING MOVE EXE05TGT'D \ it _w—=� ii �` p � a LINEAR FIXTURE II - 0 II0 - ° 0 II 4' E 2' LIGHT FIXTURES r— EXISTING LIGHTS W 0 II - EXISTING TEE GRIP I w z u - TO REMAIN - PAINT - If II REMOVE EXISTING If D2a ® LINEAR FIXTURE — CEILING AND 'L'SEAM9' - � z 1 � 11� � III � ��� �� L--�-�_�— 4 N ¢ If I 1 —�J f ❑ f ❑ ❑ ❑ i E ❑ a 0 if I SEPARATION - - T ego ero 1521 D4E L'!26 __ p -n I I I I I I if �I 3 0 _ REMOVE EXISTING _ T { ` i o f t c� I ❑ I ❑ i ❑ I ❑ W q�� �'II- _ REMOVE EXISTING STRIP LIGHT FIXTURES II REMO\/E EXISTING u E tI • . --GRID TEE CEILING l I I I 1 I -- Io GRID TEE CEILING AND CsLUE-UP TILE FRCK- l __o,_"+y - AND REPLACE W/ _tat: II t u AND REPLACE W/ EXISTING G1'P, DD CEIL _ I Z y Z GRID TEE I -+ ' n I ( I I \!EXI9TRJG TO I I EXISTING o r- Z' X 2' GRID TEE 1 AT BOTTOM OF JOISTS I I h4 - Pur-, ,y.L' �^I�LS'/ Axl' GRID TEE JOIST G -E �I`I� �, .�. .` - = ��-_ ._l -1-�M:41_ _ CANOPY V a M. WITH 2'X4' FL. LIGHTS -- n J1--- u 54 IM T- - - - •i a - - - - �'' __ . 3.3 •-- x •-----�__�.$_- ------ ====a-� �_ -�-- fie- - �_ o -� �_' .e. �� I. 4 r---- --- .---,-�- -- ---- ----- - - - -- _� --- - - ---- _ - - - - - -- - - - - _- Hr -- -- -- L_ �-� --t i FXI9u INGT�G rn - a I t r—�r -� I FIXTURE L' W — 14 _� -I--- - . ; - I I ❑ \M 1 I t REMAIN - El I RELOCATED P.A, ❑ 3 f I REMO EXISTING 1. SPEAKER - TYPICAL - --J�� I ® FA-13 ' SOFFIT,FASCIA AND SPRINL R LINE 4 I I \ _ — a IN GO DORS ii i �kI` � E ��� 5 + } -- -_ ( ❑ ❑ �n tt IREVISE EXIST r n i I i , 4 a � REMOVE EXISTING II 1.IGHT AR _ iTl l.. CEILING AND LIGHT J ,FA__W n ' I CLEAR AL O I_ ._I - - FIXTURES. PROVIDE 1 I I i �.' I ❑ ❑ y ;r I N I 'I 1 4 17 n _— .It p - — RATED GYP. BD CEILING T- - --� -- _ p __ I. .I -.t _. __�__� AT BOTTOM OF JOISTS AN 8' V.P. SOFFIT t�rl-,I• --- 2'X2' GRID TEE GELLING I y I WITH 2'X4' FL. LIGHTS -R q� --i, (DUfzA F�►NC�S� I 'o REMOVE EXISTI I _ f' _- CEILING AND LIG T r -- I`I � FIXTURES. PROv E t RATED GYP- SD EILING _------ ------ (�N�� A.T BOTTOr1 OF J ISTS AND 2'X2' GRID TEE ILIACLl = - LUITh 2X4 FL. LJG TS II, LC�C� (DURAF1Le �aN t: II sa I - - EXISTING _�u COURT`S"ARD RELOCATED PA. p_ SPEAKER - TYPICAL u - I.,., I M� F•,ry u - CQ ° i• LOCATE EXISTING FIXTURES I I q� _ •. ® ° I. s SOUTH TO CLEAR PARTITION Leal ,� .. . .. ART-OF �_. . !'-- EXISTING - --- --- - _ °, .�. ii --- _r EXTERIOR IU - - I ^ CANOPY -fit . _ _ V --J I -- I d �.W__.. — ----- - --— -- - 6 - I �— q) ' i II , ISTING LIGHTS TO REMAIN I ii' ( -~ - r( LOFT ABOVE �- II I 1 J A3 r 11_� q O t"r -4 ELECTRICAL REMOVE EXISTING o II I n ----- }-�-t CLOSET BELOW n 33 ^ f I II L{ A�G f!-� ❑ r., r-y II Z.4 I u p SOFFIT, FASCIA AND u , II LATCH EXISTING WOOD CEILING I. n _ Ir '- SPRINLKER LINE II I u T REMOVED P.ARIITION 1 EXISTING r, IN CORRIDORS - it -- -- „ :► ..' • �' �. �' BEAM w - SEE DW3S. FPI / FP2 it - LI 1 _ _ _ _ _ I 16 _ .� �_..__ ID t� 9Y -t- � off_---�C�ur� �--+ � 54 � • '•� �'. 1t e:= ---- --------6--------------:�-- -- _ � -- --- ---- �� _w Z -'�--«rT=C+,_...._� - �� r «lJ }.' _, �+ f -•_ �� 33 �� �� Qi .�. arvr trm +Nr hasrass x�a o: - os stO�a1• y 0..� xt= x r__ ,..+=-c-• _��;" -tri+= .�--z==.c_=^ n I U REMOVE EXISTING REMOVE EXISTING CEILING IP INSTALL -- _ __ +� M ISTI LI 14R \ \ _ FIXRTURE LIGHT TO JOISTS.POD ON J015?S RE O XIS TI II 1 r n FLUORESCENT LIGHT PIXTU \ \ IT o I II ►44 I A ' ti n __._. ,j __ \ C pOR9.- TYPICAL \ ••+� EXISTING © AND COVER W H VEyEE[Q it u I u . u_. .__ _ __- -__..._. a �._ _ \ '� \ lIJ�3 AND L14H1 BASE AND PLASTER(.VP-) �y,a � �.yy }. 11 \ \`\_ \ \ F1XTUl�EB. PROVIDE RECESSED 'CAN' (SAND FINIS14) - PAINT - Q! ® u '. I _._- L = iia �^L� II�OVE\ ( Tilt `� 4 LIGHT FIXTURES - �- `}ZA7Ep GYP. 0D CEILING\ �r SEE ELECTRICALAT rl OTTOM OF )Z XIBGRID TEE C6181Nt's II WITH 2'X4' FL.LIGHTS \ � \\ \ \ I ►-'� I e EXISTING CEILING �_ \ \ MOVE EXISTING TO REMAIN - I �6EILING AND LIGHT REPLACE EXISY. �`\ \ IkTUVES, PROVIDE \ ••��� � \ \ Z' is Z' ISNSES \ At D GYP. tap CEILING. \\ \ \\ \ \ \ \ \\, RELOCATED P.A. E \ SPEAKER - TYPICAL I• IN LIGHT TROFFERS \` \At 50TTOM QP JOIST AN \ \ \ \ \ \ C 'CAN' I ,../ RECESSED SSE D .� I I . 1•� Q MO XISTING I ❑ I \ \ \, \\` \ \ \ LIGHT FIXTURES - ,n REMOVE E I 1 \ \\ \ �\ \ \ SEE ELECTRICAL ACOUSTIC BAFFLE PLASTER SOFFIT A7 a13'-6' TO REMAIN - PAINT l I i \ \ \� \ \ \ \ \\ \ ` EXISTING TEE GRID - I \\ \ \ \ AND LIGHT FIXTURES \ \ \ \ \ TO \\� ACOUSTIC EPS AND SOFFIT AT .9'-6 I 1_ I \ \ \ \ \\ \ \ �_ TO REMAIN - PAINT - - I \ \ \\ \ \ \ \ \ \ \ LITH NEW.-CALEp SEE �\ w NEW. EXISTING EXTERIOR \ \ \ CANOPY \ \\ \ \ \ NORTH \ \ \ \ \ \\\ \ \ \ \ \ \ \ EXISTING EXTERIOR \\ \\ \ \ \ CANOP7 8` 9320032 -�e MAIN AND UPPER LEVEL REFLECTED CEILING PLAINS NOTE_ SEE DR,4WING FPl FOR SPRINKLER REQUIREMENTS 3 * 2 � C- 3, I �rM '1.<, ' U DMO ��NtaA t�j''fF-*. 9rlr)() Sw DI.Ir�HAM PD/PHASE 2 1^•• OF 66 eb 70 a0 60 40 30 20 '� r + IF THIS DOCUMENT IS LESS 1 I V I I I I I I I V I I I III V I I I C 11'1 I I I I I I I I I I T it I I I I I I I I I I I I III 1 1 1 1 1 1 I I I I'I l l 1- 1 1 1 1 1 I'I V I I I , � IIII III' III III III I11�T � fjI ISI I � I Ill lel II I � I III III I � ISI III ISI III ISI II APRIL �'3 1994 LEGIBLE THAN THIS NOTATION, L-____I_ ll_ I �_---- `' Yl -I 5 I 6 ---_�.L 8 I 1� �1 - L I I No ie � 7Z' Is DUE TO THE QUALITY oN THE ORIGINAL DOCUMENT. T— £ II �Z 1I9�Z L��Z 8 Z Z 6��Z E�Z til-11 T�Z ��I iII11 11�I�illilllllll llll11111 IIIIIIIII IIII�IIII I Ihl�Illlllill�llll�llil�lll! till fill I1ll�l lllWllllillllillt1111111 Illy►ll�llil Illl�will go 8o 70e0 50 40 so 20 10 0 VENEER PLASTER WITH SECURE TOP TRACK TO 1/2' 1/2 METAL EDGE AND CORNER CEILING GRID SYSTEM � TRIMS AT RETURN A7 2'-m'OG. MIN. _ MIN. IN. LINE OF WALLpp SUSPENDED CEILING 1 V2' O.D. PIPE RAIL ,WALL MOLDING 1�'�� �`l��f METAL FURFeUNCs ZEES AT Iii SYSTEM W! LAST SUPPORT • SEALANT OUTSIDE FACE OF WALL- - EXPOSED MAI f WALL W/ SOLID . • -._ _ -- ---- " LES S BLOCKING -RETURN EXISTING CONCRETE N TEE v\„CH I ENDS TO WALL- C PILASTER -- - RIGID INSULATiON FOAM TAPE A�kJ E. EL -�� GRIND SMOOTH -` /-1 '�-v "•'J I 1. t PAINT- SEE RUBBER BASE ® WALL i METAL EDGE DETAIL Q \ i - IlcGA. C.R. CHANNEL I 61 CMU WALL GROUT + OR BASE OF GAB. GEIL1NCa PANE - � �'• , PORTLAND, 0 EG ALL REINFORCED + L NE OF FIN. FL. - -- cI I 3.3 CELLS FULL VINT L COVERED TB. I �� SUSPENDED WOOD -- __ CEILING S7"STEM I �tE DETAIL 1613.3 O ry EX15TING DOOR 1 FRAME � Z VP, ON ZEES WITH TOP IN CONCRETE WALL I I 'TB. WHERE RIGID INSULATION- 1 ,. ' - ' _-� 3/4'x3/4' WOOD S ( :'Ap1E5 i OCCURS ` i (PAINT BLACK) V.P. I PARTITION HEAD �I HANDRAIL 51 JAMB AT CMU WALL � 21 EDGE AT WOOD CEILING II SUSP. CEILING 91 FURRING AT EXIST. (FRAME �► PART 41 RUBBER BASE 33 3'. i'-m' 33 3'= 1'-0' - 3.3 3'■ 1'-0' D3005m03 33 36' I'•0' 3.3 3'= I'-m' D3m09003 3.3 3 = I'-0' 1_:30001101 3.3 3'■ !'-m' D30OW21 1 FADE OF CONCRETE 1 AT Ff?UCRRERD WALL _- -EDC[ OF EXISTING VINYL COVERED T.B VINYL GOVERiG ---�_- 77- ---_-- WOOD CEILING AND W/METAL EDGE AND W/METAL EDGE V P - - i LINE OF FINISHED WALL RETURN END of SEE 16/3.3 SEE 16/3.3 PIPE RAIL 1/4 " v FROM WALL. �\ i_ -i DEMOUNTABLE A C TILE - - _ - CAP END- GRIND PLUG+MOLD ' VENEER PLASTER OR GYP. BD. SMOOTH- PAINT 1/4' RELIGHT 1 ( V P V P CORNER REINF. ON l-IETAL ZEE FURRING WITH METAL STUD - FOAM TAPE I RELIGHT w.1LL RUE3f3ER BASE - -- - RIGID INSULATION. -- - TAPER V P aT GEIL. (`METAL EDGL \� CONDITION t4OWN V F' •• , � � DOTTED) REVEAL , • I I � i i LINE OF FIN. FL. RUBBER BASE -- -- --_ ' LINE OF FIN. FL. __ _ VP -- -- - ------ -. OR FACE OF TACKBOA D vii 5 STUCCO WITH PERIMETER - -- - -- $ WHERE - METAL STOP - CAULK JOINT I AT CONCRETE - PAINT TC) OCCURS MATCH EXISTIWa ADJAGE 41 rl2 A.C. TILE TO WALL 5Z HEAD AT WOOD CEILING 42 ,LIBBER BASE 22 RUBBER BASE �� PARTITION END 6� _! _.. � -- - - ti 33 3'= !'-0' 3.3 3's 1'-0' D3005002 3.3 D3009004 3.3 3's V-0, D3Dm9mm4 3.3 3'a I'-m' D30m9m1m 2 X 4 P.T. STUD INFILL W/ */4' EM. � I l PLYiIJp. W/ 'i�'# PARA50LT ANCHORS I EXISTING PLASTER SHIT f • 3210C. TOP AND BOTTOM OF OPENING I - PATCH AND PAINT ' 1 I/2' PLYWO• + I - LINE OF WALL REMOVED EXISTING GLUE- 4 VERT SURFACES vP------ 2 .3. WHERE _ - UP TILE 24GA. GALV. METAL FLASHING L ' OCCURS -- - - _ METAL LOCKER « ' LINE OF WALL' PANEL T CEILING AT SILL - SET IN SEALANT. VP VENEER PLASTER - EXTEND WATER PROOF WEEP THRU CAULKED JOINT VP Irl' PLYWOOD ECK MEMBRANE FRAMING ---- TO NEW GYP.BD AND TO 3/4' PLYWOOD - RUBBER BASE - -- EXIST PLAST. SOFFIT I 1 } PROVIDE 'CUP' WATERPROOF MEMBRANE It SPACER WASHERS N EXISTING CONCRETE WALL METAL STUD / j AT FASTENERS ' - - TEE GRID ACOUSTIC CEILING 6 ' METAL CORNERS---- WALL ORNERS-- VGTL-- - `� ~`� FLOOR STRUCTURE - 'Z, 0 0 -_-- -_ -_ -FACE OF EXISTING CORRIDOR w '2 SILL - JAMB & HEAD SIM. - - % 2WOOD BASE WALL � z ANGLE CLIPS 33 3'• I'-m' t0 FLOOR 53 CEILING AT SOFFIT 4_3 MECHANICAL ROOM BASE 23 MECH. CURB 13 O ° �3 PARTITION BASE 0 I I 04 TO�MAT�NE�:gg NG Q3,12_22_1 -0° 33 3'= I'-D° D3009006 3.3 3'= I'-0' D3009043 3.3 3's 1`-D` D3Dm9m28 3 . 1'-m I _ a \ ' 1 1x4 GROSS RIB - _ � 0 EXISTING GONG. - • 24 O.G. - \- -- � a u VENEER PLASTER TO b' ABOVE ANEW OR EXISTING GYP. ° ti • ^CEILING ON 4' METAL STUD WALL WITH STEEL BD. AT BOTTOM OF J013TS CHANNEL FRAMED SEALANT AT - FRAMMG AT ib OG. `�__ FACE OF PWD.-- - - V P lOR GYP. BD.) 0 OPENING OFFSET JOINT 63 LOCKER BASE - REMOVED EXISTING GLUF V.P'___ V P CORNER I ° 3.3 3'■ 1'-0' D3009054 « . _- . UP TILE + EDGE TRIM FROM 3/4'x- REVEAL P AT CEIL. I ' SEALANT AT / F RUBBER BASE WALL. . 3 �/ FLUSH JOINT- , � VENEER PLASTER - EXTEND z• I I!2' WOOD � METAL EDGE OR BA.�E OF CAB. EXIST PLAST. SOFFIT O LIt IF OF FIN, FL. 1/2' MDO PWD-- c`n� VP(OR GYP BD.) SECURE TRACK (PAINT) WALL FINISH ------✓ ° WITH SELF- I II Ii I III I I I I I (WHERE OCCURS) V ca TAPPING SCREWS 16 GA. HOLLOW METAL GUIDE RAIL AT I6'OC. -- - �I _ IT INFORGING AT 3'-0`OC I % iq - - TEE GRID ACOUSTIC CEILING \ WITH WEB fr2E � I �' II it "' 14 CORNER AT V.P. CEILING a �y■ _ -- 1/2'X 2 I/2' GALV. FLATBAR rrp4 L A'� CEILING 44 RUBBER BASE 24 PLYWD. PANELING . = D3mm9m44 144 JAMB AT EXIS 1 . OPEI�IN� FOR R i -JP EL.:) ( DRILLWALL r - - � FOR R"!' i. WELD (2) I/2'#x3' 3'a I'-0' - 3.3 3'= I'-m' D30(d9101 3.3 3's I'-m' D3mm910D VINYL TEF TRIM �_3 3'■ I'-0' ---- - LAG 30L TO SOLID 33 BLOCKING. (PAINT) I VINYL COVERED x 1 TACKBOARD �• W/WRAPPED EDGE V K4v 0422NY ROLLER 3/4'4 F JN' ,NIFORMILY _ 2 'x�4 EXISTING PLASTER SOFFIT i� SPACF_D. 'N_ , T ) ExCEED 12' S I ` - PATCH AND PAINT -`o'�•c 57WN. RL1NG�- FULL l:1ELD VP _ rrnn J IS/4' TACKBOARD WITH WRAPPED EDGES s� - I x WOOD TRIM V1 4 N � -- � t0 FLAT =' '•f�: - PAINT - ._ � �2 1 7, � � ON ��s' OVERLAY PLYWOOD PANEL '_- -------. r LL r 1 X 4 VGa.FIR SLATS AT _ ` 1/2'x2 1/2'x6' GALV.FLtiTBAR1 mgv METAL CONTROL -^ 41/2-OC - STAIN FINISH FULL WELD TO `BERT-(21 e 1/2'#x2 1/2' ANCHOR BOLTS I JOINT (G.J.) U ��3_ VP T- EA. SIDE �I W/METAL CORNER c= I' THICK DUCTLINER LINE OF BLOCKING WHERE-------- �-- ACOUSTIC i3LAJJKET - �`+ 4 L HEAD \`�' I occuRs , BLACK COLOR SLIDING PANE 'T/8' 5TUCC0 OVER LINE OF PURLIN I BLDG. PAPER AND 45 CONTROL JOIf'JT (CJ) _ 15 CORNER 33 3'■ I'-0' -� FACE OF WALL I -----_- - I/2 PLYWD. -"-�---` J 3.3 3'= 1'-0' 03009014 D3009001 '15 SLAT PANEL HEAD r(or:' LADDER 55 CONTROL JOINT 25 WOOD TRIM AT CEILING -BACK-UP STUD OR METAL - 3.3 3's I'-0' D3009012 A7 JAMB STRIKE LOCATION 33 3'■ 1'-0' 3.3 1/2's I'-0' G050"10G)i 3.3 3'= I'-0' D300c3i n a° (_INE OF GLC. a I OR BEAM ~ ---VENEER PLASTER n n ~ I X 4 V G.FIR SLATS AT RELOCATE EX15TING j IE7�L EDGE TRIP' - I X 4 - STAIN FINISH ALUMINUM NOSING TO w .� I� ' X STEEL F$., SECURED ._ 7 LEH WITH NEW FLOOR �} \\ CONC. WALLVINYL COVERED -- -WITH CSlC. HEX SOCKET SCREWS _ \ TAGKBOA M W/ill f�tG.D ' AT I6'OC. - PAINT - -.� 2 X 4 TGF' AND 2 X 2 METAL CASING BEAD MITER A V a r BOTTOM RAILS - TAPERED j- , `=-v.R OR GYP. BD. CORNER a L-'�'"'1 TRIM 1.�.�• cv cv -- --- K4v 06(a'1N FLAT NEOPRENE WHEEL AT SIDES - PAINT BLACK. �" `W- ROLLER - SEMI RECESS MOUNT REMOVE AND REPLACE % `'l/8' STUCCO OVER SHEET RUBBER RISERS ` BLDG. PAPER AND _ SEE PLAN FOR -- - _ FIR TRIM CUT WALL TYPE ELEVATION Or- 112' F Z ---..K4v 0422NY ROLLERS TOP 4 BOTTOM VG I/2' PLYWD. ADJACENT EACH PANEL EDGE C FROM I X , '��' RADIUS J AT CORNER RD TRIM 7YP. EDGE STAIN - -- AT CORNER JOINT BACKER ROD AND V.P.--- I(o TYP. METAL TRIM TACKBOARD 95 SLIDING PANEL JAMBSEALANT � 'FACE OF ADJACENT METAL CORNER, A PO U CONCRETE WALL 4(o CONC./STUDWALL JOINT pa� 33 3 . r-m - � � � E� � 3.3 3'= r-m' D 3009002 ,() of 3.3 3'■ D30090d"1 26 CORNER � �b SLAT PANEL SILL r �LL rc,(- NOSING 5� EDGE DETAIL VINYL COVERED TACK- -~'` BULLNOSE 3.3 3'= I'-m' D3m(IJ91m9 BOARD ON 3/41 MDO PLYWD. 33 3'= I'-0' 33 3 ' I'-0 3.3 3 s 1'-0' D300903� 1/2 CEMENT BOARD TOP COURSE F+■4 0 OR GYP. BD. O FACE OF ___5/4' x iii HARDWOOD RAL WITH PLASTIC LAMINATE SHELF_ WALL - CERAMIC IL VG TILE VP REVERSE BEVELED BOTTOM EDGE I_b' 4'x4' CERAMIC TILE OC .^ y�- --- - - --- - _ _� s WALL _-- _ -_----_--- ----_._ VINYL COVERED TACKBOARD Q U • LL m QU 1RRY TILE CARPET Z -'�z' X DONT_ PLYWOOD BACKUP �c - THINSEt CERAMIC TILE 4 CARPET JOINER (n 6' HIGH CERAMIC TILE -- TILE -� f� FLEXGO 164 \WRAP EDGE AT JOINT a r LL --- -- PLYWOOD SIDE - SEAL WITH _ BASE (W/ BULLNOSE / I AT vP. WALLS) SEE � � �Z�++ � MDO SIDE PRIMER BEFORE APPLYING COAT ROD `METAL INSIDE INTERIOR ELEVATIONS - PAINT VINYL TACKBOARD O AND SHELF CORNER BEAD FOR LOCATIONS I 1 TACKBOARD JOINT cn - u SUPPORT � u BRACKET ' 7/8' 5TUCG0 OVER CERAMIC FLOOR TILE _ _ D3009029 z !2' g' AT 32 O \ 3.3 3'- I' 0 PANEL LIFT/ CHAIR RAIL I BLDG PAPER AND (TNINSET) 0 6-I/2 b 1/4 \ I/2' PLYWD. GONG STEM WALL T� 0 WATERPROOF RIGID PERIMETER INSULATION Mvl U ca 33 3'■ 1'-0' COAT RODllOUD MEMBRANE - RUN _' ' TA�KJ30ARD WITH WRAPPED EDGES 6' UP WALL A7 OR I ILT UP WALL e - ON .4 OVERLAY PLYWOOD PANEL ry Q' 67 ROD AND SHELF 5� CORNER DETAILF£RIMETER 2� TILE TRANSITION v4/ LONG. SLAB• ,'� A r4l'N� CERAMIC TILE BASE T NE WHEEL � _ 3.3 3'= I'-D' D3009042 a° � H 4 01N FLA NEOPRENE "' 3'■ 1' 0' 3.3 3'= 1'-0' D'300903"1 ,,•_ K v +� I 33 ROLLER - SEMI RECESS MOUNT I 3.3 3 = I'-m D3m09034 K4v 0422N`�' ROLLERS TOP 4 BOTT iii0. °° I y v 04 DOOR ---------- / 14 GA HOLLOW METAL GUIDE RAIL - I I -tom I MOISTI�RE RETARDER _ -', } DOOR- EDGE OF ROOF TILE 4 CARPET JOINER I a ° O J w - CONTINUOUS BLOCK/SWIM OR TOP OF VINYL REDUCING-- I I - ° X PARAPET �/ 7/8' STUCCO OVER STFIP FLEXCO °64 I n a`/ „• � q -__ BLDG. PAPER AND I VA TILE OR CONC. I I I �_ -��,,-�� OOC / 112'x2 1/2' STEEL F.B. DRILLED + 12'O.C. 'a 1/2' PWD SwTG. vA TLE I I OR RE INF. RUBBER L 1 C� r-:20 r� FOR 3/4' # STEEI- RUNGS WELDED TO _ = L I TILE ✓ 00 �O a RAILS AND GROUND SMOOTH-HOT - FOUNDATION WEEP - - tt DIP GALV, 4 PAINT AFTER FAB. �` v SCREED 9� SLIDING PANEL SILL 1/4'x2 IAP STEEL F.B. BENT SUPPORTS n° GONG FOUNDATION SEALED CONI. -3 CARPET - -- -_ 33 3'' 1'-m' - 6e ALONG LADDER BOLTS (4'-m' o.c. 18 SLAB AT PERIMETER WALL 33� 2,-0, 3.3 31= 1'-0' D300,1 1 GRIND CORNERS SMOOTH 58 BASE DETAIL r4a FLOOR TRANSITION 28 FLOOR TRANSITION VERIFY WALL PRIOR TO GALV. 4 PAINT 3 3 3's 1'-0' D300908fc 33 3'= 1'-0' D3009015 3.3 3'= 1'-0' D3009016 ) TYPE 7 111 PIPE RAILING - GROUT 61 - -. _ OW STRIP WHERE�OCCURS) INTO 2114'# CORE DRILLED - - -- I ___,_ FADE OF ExIS71 YL _ _ EXPANSION JOINT HOLE IN EXISTING BLAB -- - ._ TU DOUBLE BUTT VIN 56 • 20'-0 O.G. PLASTERED RETURN CARPET NOSING - XP SLOPING 1/4' 1!4'� I I - WALL AT RECREATED 11111ll11llllI11111L1111111111L T I I (2)STEPS INTO Room G5_ LOCKER ALCOVE - CONTROL JOINTS + METAL d - TOP 1 I/ i i EXISTING Li --\ - I I r- VERIFY HEIGHT - -"- '.VERIFY CONDITIONS FIN. FLR �' I TREADS 4 RISERS 8 ROOF SURFACE --------- n 8 033 - NEW VENEER PLASTER II �------ -- _ - ---- - --- i I EXISTING FLOOR SLAB LOCKERS IS IN OPENING CENTER CARPET n °'• g`-3210 61 IN ROOM � 3 i I 4 ��_ I I I -_ .__. - --- - ____ _ s, BASE �� SEE STRIJC7URAL Fn1R { ' ROOF CONSTRUCTION -- ---- _ (IIII �. ° o a• e° °'° ° � SOLID 3x6 BLOGKI li it �- "� I:�, ci2" a° •0 • °,o��� SUPPORT III Til - - NEW RECESSED LOCKERS 1llllllUllUUlUlllllllllll1111 lWll - '' llll jIII� 0 0°u° .o:o b' MAX3 * 3 ° ° 1 FR®IVT' GTIcQIV- b' f°EA GRAVEL �S JAMB AT LOCKERS z9 CARPET NOSING - - �a WALL LADDER 59 RAILING AT STEPS _ _ I� Mow STRIP x/2,/91 W HALL LOCKERS �8 ROOF LADDER J 1��' - I'-m' 33 31• 1'-m' 33 3'= 1'-m' 33 I/4'■ I'-�' p?509088 3.3 1/2`■ 1'-0' Dm505010 33 11/2'■ 1'-m' D1505003 t 3.3 3.3 I I/2'= I'-m' b152>2mia SW DL!PIAAl1 RD/F•Iii 2 00 �' 60 40 30 20 10 go 17 OF 66 80 70 INA I In IF THIS DOCUMENT IS LESS TII III III III III III III III I I ISI tll III Ti - �T 11f III III III IIIIIII III 111 II III III III III III IIIIIII III III III I I (III II Ill IIIIIII III !ppilly III IIIIL y LEGIBLE THAN THIS NOTATION, 12 13 7774 I IPJ 16 I I 17 ` 8 -- I-�_ I I ��/ I 11 I 1Z APRIL 2J 1994 N i IT IS DUE TO THE QUALITY OP' No 36 i THE ORIGINAL DOCUMENT. r r SS Z 9 Z L�Z 9 Z Z 61Z ESL tii I� rlwl i I i IR I 8II�iIIIII111IIII1�ililllliilllilllli111t11INIV IIIIIIIIIflllllll IV111IIIIIf1111IIi1 IIlI1NlIHI1(Vii(((i lllll' �Illllll mI 11111111.1L111LI IDIIIIIIIIIhllllllllllllll�llil IIIIIHII s_ 00 e0 70 80 50 40 30 20 10 0 V C H ARLES E. S- G f, PbR1lANG, OR N OF 0 1 1 1 2 3 4 5 6 7 8 9 i I � L wz0 REMOVE AND REPLACE e' EXISTING ROOFING, r ® EX SHTG, EX INSUL, - I NOTE. EX GYP BD AND EX CLG NO a PROVIDE AND INSTALL TILES (WHERE EXPOSED) --AL ROOF PENETRATIONS \ v 15 f ROOF VENTS TO EXISTING TO ACCOMODATE WORK MU;T BE A MIN OF 5'••0' ROOF AS SHOWN PER STRUCTURAL FROM AREA SEPARATION WALL 3 ® ED ® ® ® ® ® ® ® 0 w °� W I �!/ �� �I /, EIRE' �IP�' ►�ia'�'I� ���/ /� ! �, T �� �� U ���u rs ° ,a 114'-0' TOP OF FE, B � ,e (� °o 1.4 -- , Q (, '1.4 ri TOP OF FE /7 u ®_ ''�``�� 114'-0' - ® 28 ' N 28 1.4 \ \ ® ' ® \ �_.9 SG t4 N u ,� ® k�' ,w N (a 92 ® ® QC ~ TOP OF 3 1.4 ( LH �� i �'' �8 I l� IDS S SP �� 11 TYF B x \ 38 r •• P I / L�811 -- s S2 1 . 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' CRICKET- -- _--. 3' RICKET 4, T 3' GF'.IGKET' -- ---.—, 4 .GRIGKI;T 4' Cfjl2/GET !� fDS va/ E - -- --- - ----- E � SP SP � o RD W A 9 LD - LD ll �_ I SG Q T.I Tie T -�_ __ Z LH r OPEN 1.1 / C4? --- /� DS TZ O C.1 o _ 12.4_0' OC�N / 15 -- ---—-- I CCN I 42 ® SP 18 W Y TOP OF �j'� / ,g --- - --- -i 1 68 _SCUPPER � �' I UNIT I l,2 -3/4' 9.1 d1] // LEADERHEAD L ,3/4 �5 CRICKET z O w5ccH 9.1 NPOUT 114'-�' CRICKET- RD DS 91 468 TOP OF TOP OFR SG Sc 9.1 Ai,�` �, / 4' tUiNWTF�l. OF �` 3/4 PERLITE' •3/ PERLITE / CRICKET 58 CRICKET / \ / H 0 1.1 38 98 15 I I DS D9 ' 120'-8' 'I O U 8 T.I 9.1 Tl oG --- - 112'•10'!- 9P 9� TOP OF f� 1� �8 \ OD o 8A -.-� a OD al AlkY TOP OF-ft o• \ 5 / o Q �► E, 1� f z w - _ 1 3 120 -1' SCUPPER M� O SYMBOLS: TOP F_ E--+ it 48 19 - - - 9.1 ROOF DRAIN SCUPPER o� AND SUMP JJ SEE 92 22 -1 OR 1 STUCCOCONCRETE N T GONGRE E 7 8 9 r LADDER (LD) 18 33 AB5REVIATIONS: NOTES: ROOFVENT -- — --- - - - - ROOF PLAN SCUPPER Sc 1. DRILL VENT HOLES AT BEAMS PER STRUCTURAL'S LEADERHEAD LH REQUIREMENTS TO PROVIDE VENTALATION REQ'D 4,1 I/8'■ I'-0' DOENSPOUT DS BETWEEN DRAFT STOP AREAS. DIRECTION OF SPL.ASHPAN SP ROOF DRAIN RD 2. ELEVATIONS SHOWN ARE FOR REFERENCE ONLY ROOF SLOPE OVERFLOW DRAIN OD AND ARE NOT INTENDED TO BE INCLUSIVE - 89920041 LADDER LD SEE STRUCTURAL FOR ELEVATIONS 2HR AREA SEPARATION DRAFT STOP 4ol SEE 11/4.1 r SbI DI IFHAI`t RD/PHASE 2. 80 70 14 OP 66 80 50 40 30 /9 20 10 1 TF THIS DOCUMENT IS LESS r r I Iri I III III II III ' I iii I III I Ili 1 rl I�I 111 III III III III I�I II III III SII IIS II I (III III III I I l i; ;II ISI Iii ISI 111 III ill 11101 I I - 1 l l i 111�I I I4 115 I � I I I p 11 I I APRIL 2a 994 LEGIBLE THAN TIIE,'S IJALTTY�O', --- - --- 1--�------� ---�- - - -- o� ✓ �� �1 �� t ( �. -- -- - N0.3e E'.2V' THE ORIGINAL Ixx'UMENT• - - --- — - ____ -.....__ ,- ---- --. _. - -- -- - - - -. -- E til LZ TZ OZ 8T NI LT 9I 41 61 ET Z[ [1T- 8 1 F LT9 Q E L To,Mw�I � ��i�l���� 1 • e 0o so 70 60 60 40 30 20 10 0 Ake 2 3 4 5 6 7 8 9 ��' CHARLES L. LIG PRE-FIN METAL ROOF -METAL LOUVER PORTLAND, 0 _.SON E'EYOND O• METAL I61DING \ PAINT SAME COLOR PRE-FIN MTL OF 0 OPEN TO _ - --- --- G OPEN TO DEYOND - - AI TO ---BEYOND - - - - SCREEN WAILhs-T FOREGRC>UNp METAL GAP l PRE-FIN sEE 42 5.1 Srucco TYP I� T I t3 A R D H I S C 0 0 L METAL CAP PAINT 97u COQ 1CG OVENOW , S UGC S UG —TYP CONSTRUCTION i1 LE RS STUCCO �CONC - PAINT _ CJ ;-- -- _ ,.� - _ --- _ -_-C • `j - J �MOUT -.�— �' CJ PAINT 1 PAINT c, PAINT STUCCO J CJ - GJ C C CJ G G J C�1 CJ FINOT COLOR - s�ccNc col.oR G �,I - . C c _ - II I �17ir� I I n j r ' CONUPT' FOREGROUND---=`- �-`-- ' I CONC COL - = CONC COL - �`_CANOPY FOREGROUND FORESHORTENED __------- ---- -- ._ 01�8HORTENEDL SEE 43/5.1 PAINT CURVED --- - - INT SEE 12/5.1 9� FRONT ELEVATION 2 5.1 v8'. r-0, LADDER 8 A �? PAINT ,_ADDER__ STUCCO STUCCO STUCCO , STUCCO PAINT PAINT PAINT _ _ 4.( PAINTS m AFF :J GJ C.) GJ • - CJ 1 CJ 3 4 F STUCCO RVE STUCCO STUCCO II IFT GURvED_ ��,,Ul1 f� � � --- -- - - - - - - / PAINT ? 'f PAINT PAINT t CJ cJ CJ cJ ti J a PRE-FIN SCUPPER, I �' CPRE-FIN SCUPPER, C ROOF CANT LEADER14EAD, DOWNSPOUT �/ TI LEADERHEAD, DOWNSPOUT w AND CCNC SPLASH PAN ��� AND GONG SPLASH PAN - 3TUCCO PAINT 93 PARTIAL FRONT ELEVATION CONC COL - --- _ _ GONG COL - �ONC L — o PAINT PAINT FAINT 5.1 li8'■ i'-0' 3 � °� c 1 2 I 2 0 B C D E F G W " I r43 EAST CANOPY 12 WEST CANOPY PRE-FIN P1RE-FIN -- o METAL SIDING METAL ROOF PRE-PAINTED 5,1 I/8'■ I' I/8'■ I'-m' V MECHANICAL UNIT - - BEYOND, COLOR o 3 4 a TYP GONG j h F y PRE-FIN 3'� --- - - - --- -- -- - STUCCO PAINT PAINT v u ROUND MTL LONG OREGROUND— H H u CANOPY 9,I DS TYP _ _--- PAINT ` w I GJ- _-_ -- GJ GJ __ -- —- - 6d J PRE-FIN w i METAL CAP SCUPPER 3 - 9TUC G0 STUCCO GONG /GONG - PAINT C J 15 TYP I SEE 3G LL� PAINT r I • J - ---- -- I I w ft W CJ FIRST COLOR i STUCCO'`- - - I I a co 41 SECOND COLOR STUCCO co PAINT \ T- N I CANOPY ( I a T.4 7 ( i FOREGROUND 4 = I FRONT (SACK OFF NAND) 51DES (JAMBS 511"1) GONG - PAINT --� — -- --— - �A SCREEN WALL rs4'� EAST WALL MUSIC �s"° ° �� EAST COMMONS � GONG COL ___._�.-- C�R,�o� PAINT PRE-FIN _ PRE-FIN r, METAL ROOF PAINT METAL ROOF G F E D C B MECHANICAL UNIT all F E D C B A _ �- BEYOND, COLOR - 1� C PRE-FIN PRE-FIN PRE-FIN 3' _ -+ _ TO "A.TCH STUCCO - M■+■1 CQ METAL SIDING METAt- ROOF, ROUND MT•L METAL LADDER - PRE-FIN FIRE-FIN ^^ DS TYP PAINT i TYP) _ METAL 51DING METAL SIDING --y- ----- - -- 6 --- STt1Cl0 LOUVER OUV RSI E E I ! . I Is F+� E- STUCCO PAINT A W, MECH q,1 _ I PAINT + :TUCGO - - - - A 1 (PAINT) _ _,� •,,,, 1 PAINT 0 w Gd GJ FIRE-FIN METAL - 3 -CONC - PAINTS` 43 I EXHAUST HOOD PAINT-' v' d IX U L CJ C J COLOR UCCOTO MATCH !-,ETAL LADDER CJ PRE-FIN CJ -f-�---ta-J-- STUCCO ;! PAINT (TYP) M■+■1 O FIRST COLOR METAL C:A - -- CJ - - - ---- -. TYP �l 9 PAINT 0 O SECOND COLOR --- B N O U STUCCO 7 1 z '� PAINT ; r3ro EAST PENTHC�USE 16 WEST PENTHOUSE u 1/8'■ I'-0' S.1 1/8'■ I'-0' }. W CANOPY F :URIED� FOREGROUND ITS F RESHORTENE � O WEST WALL MUSIC b� WEST COMMONSQz , 0 SCUPPER SCUPPER M1 8 7 6 5 4 2 1 ___—_ - _ GJ sTuccv PAINT CJ G4 STUCCO LADDER - LADDER PAINT �l PAINT STUCCO PAINT "11 I PAINT • r II SPAINUCCO ----_14 - CJ �' \,7.I•� • 0 C�J GJ C,l CJ C ATUCCC - 8 PAINT \, I - � � STUCCO SCUPPER, SCUPPER PAIr' •- �_ � i5 STUCCO ., \ STUCCO -v- 7 -- `_ \ 9.I p<11NT r-01 PAINT PRE-FIN SCUPPER PRE-FIN SCUPPER. _ _ C.) STUCCO. CJ ci c STUCCO CONC - - - PAINT CJ rJ LEADERHEAD. DOWNSPOUT ~` --FIR -FIN SCUPPER, -rte LEAD�RHEAD; DOWNSPOUT • CONC - -- -C„f--- AND GONG SPLASH PAN LEADERHEAD, DOWNSPOUT I AND GONC SPLASH PAN C PAINT -� - BOOT INTO CATH BASIN _ _----_ -� __ - ,_-J L_ ��.- C Cu --FIRE-FIN PRE-FIIN METAL GAP METAL CAI" I MET I TYP -- - - - -- - J -- -- -- - - - -_ I I 2 3 4 5 b COURTYARD ELEVATIONS _ _ _ _ 5 * 1 9000 SIA'I DURHAM FRD/PI.WSE 2 d0 70 so 60 40 s0 to 10 1 /27/91 1 ri OF 66 _ as ` 1 v IF THIS DOCUMEN" IS LESS I( I Ijl l l l III l l l 1 �y I I I I I I I I T If fT Ti I III I I III I i l l I T I I I l l l l l l l l l l l l l l l l l l l VIII I I I'I 1 1 1 1 1 1 1 I lil I I - I II III 111 111 III II i ) , TIh IIf lif 111 I ( ( � I III 111 III III li —I I Ill III L il II APRIL. 28 194 I 17' IS D THANTO 'PHIS NOTATION, l I 1 `L► a7 � 41 I 51 _ I 6 - 7 _1 9 � 0 11 1J • } ° I1' IS DUE TO '1'l1E QUALITY OF N.35 x;... 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I I o _—LUNIT i � I � �na;�� I I I I I I I I I I I I I I� b BUILT-UP ROOFING I SUSPENDED BUILT-UP RO INC � I �_ I m 3 ON PLYWOOD 9HEATHINCM I I ON RIGIp INSU I I I I I I I �— BATT INSUL IN - --- _-- _ BPAC•ED D ON Z' rEMENT IBER DECK I I I I-JOIST CAVITY - t I JCIN R -_I a l CEILING ON EXPOSED 0EAVY TIMBER 9 1 �I I I I I I I I I I ILu w 5/8' GYP BD FIRETAPE AT D-1' I FRAMING J I I I I I 9I I I I I I I Q I i EYIIIII Oil II I I dI Itle 11 H-- - s L-- ' I IL �L-__�� I I I I I I Igtilk 100'-0 _ 100'-0 ev CONCRETE SLAB ON GRADE l8 v\ 1Z ybl S8 ————— 28 l3 �— WITH PERIMETER RIGID INSUL I-V 13 13 73 �•I a AT ALL EXTERIOR FOUNDATION WALLS E v as SEC1I0N44 SECTION H 6.1 va'= r-0' WU � X11 4 N 4 1 2 3 4 5 6 7 8 9 BUILT-UP ROOFING ON RIGID INSUL - ON 2' CEMENT FIBER CK ON EXPOSED HEAVY IMBER _ ----- FRAMING - I BUILT-UP ROOFING I I I 1 ON PLYWOOD SHEAT I - HII�Y�BATT INSUL IN I -- - - I -_-- - I H••l I I ' G 5/85/8 � ' GYP BG PIRETAF'E -JOIST CAVITY ill I I ACOUS. SUSP. CEILING -- �77- : 58 PARTITION AND LOAD 48 (- 1 c) 11 BEARING WALLS AND �� 38 `J 38 Opp �� PARTITIONS TO UNDERSIDE 1Z TZ HAND 11 OF ROOF STRUCT. ITYP.) F+/ O 9� SEC11ON1.4 x o O v' w � Zcno � o e � j U AQ PZ � or H w � r 8�ga�Ord I 6 . 1 9000 9I+1 DI-IRHAM P.D/P110SE 2 s0 70 80 50 40 30 go 16 OF 66 _. -.. ax L � + IF THIS DOCUMENT IS LESS T -I-1—r I,i I l(!iI 4I1 I I 1fII IIi I I I! III IIJ- VI I - i ;- - �_ LEGIBLE THAN THIS NOTATIO - 1APRIL 2� 1994 L Il IS DUE T( THE QUALITY OF . ,-. ( _....... _._,.K..--...�•erre..+n�...a,...,.,.«......(,.,.,,.........._.._..,...._...........,......«.......w-_.,..� i .-_..�' 1 Nr Je 8,_.�.._.. • THE ORIGINAL DOCUMENT, linllll�ll�_z ���� IIII ���� IIII IIIIIIIII Z IIII IIII Z - _117-1-161 0.Z-II_-I__�8�IS-- -l-Pb 94i t [ Ci Z[ ITII (�[ 18 9 '11111 �llj-m-j-l]ILW--6IIII[ IIITonin LhILIIIIINL 80 80 TO 80 50 40 30 20 10 0 -- k k`,(� : -tII- PRE-FNiSr-QED r'ETa: .C�� ✓!�� BEVEL SIDING CHARLES E. 'El! PRE-FINISHED MeTAk�" REINFORCEMENT COPING PORT!_AND, OREGO r'LAaNING I � .�... � TOP OF PLATE BUILT-UP ROOFING SCUPPER BEYOND - - - 20 GA GAL.v BE✓EL SIDING 31 , SEE S2/1,1 PRE_FINISHED METAL GST CLEAT I - 2 1_l _ ` ANCHOR AT I j f� 0 p O ROOF DRAIN LEAD SUMP 'AN P 10 z SCuPPEK CAP SHEET PITWOODOD CANT �� -- - _HDRILL 1'OLES A�24'O r -- _ ROOF EPG NG 2 41 OC BASE PARAPET AND ^- - - 5H T I SHEET P REINFORGF_MEN7 _ - I BHTG _ 46 TO VENT LEAD SUMP AN BUILT UP ROOFING W. TOP OF P ATE `�• EE ( COMPLETELY OVER TOP / - REINF FLASHING �y \ OF WALL 20 GA GALv 1FL y,// ROG DRAIN -- , v --� I - 2 - _ CONT CLEAT �A \ �_ - ANCHOR 24' UC ��IG 55 COLLAR - ! m --- - _ PLYWD SHTG G PT WOOD VERIFY WALL aa METAL PWD SEE COMMON --- -- _ 2 CANT AND PARAPET Q PRESSURE TREATED CPT) EDGE NAILER 1 1 GALL-OUTS 2 - -- --. __. \ - - -- CONSTRUCTION P _ \______ -_ --" - WOOD CANT OR FIBER GAN' SEE 22/11.1 92n2 I _ 1 �n AT RIGID INSUL CRICKET --- ,- PT WOOD CANT - - MTL ? FLASHING REINFORCEMENT 20 GA GALV / ED G - - _--- - T .- SWEET UP WALL AC3UVr CANT AN24'0r-ONT CLEAT- '/ � m AND ACROSS ROOF VERIFY PARAPET� VERIFY ANCHOR WALL r _- �- CONSTRUCTION CONSTRUCT I ON ---- STUCCO BANG / ! LAP ROOF PILES TO 12' MIN 2X10 JOIST OR / - �,,, PT WOOD NAILER EDGE OF WALL -.�------�-- �-- �-^-�-�-�-�1� METAL DRIP I I _ � -"-"-- '� ., TYPICAL WALL CAP HEADER - SEE HEADER \- HEADER FLASHING PER MFRS - v FRAMING PLAN BATT INBULJ --7 ­ 4*t------ B-- - -- 2'-a --------- VERIFY PARAPET REQUIREMENTS t VERIFY ROOF 1 3'= I' D` 5CAP2 L2'-8' SQUARE ---__- .__ CONSTRUCTION BUILT-UP ROOFING CONSTRUCTION 5/8' GYP BID___/ ,'8' 6 p BD FIRE TAPE `- MIRE TAPE AND GAP • HEET ROOF DRAIN SUMP ROOF GUTTER AT SUMP ROOF EDGE CAP _ 22 TYPICAL FLASHING REINFORCEMENT BE✓EL SIDING 92 5FLASH PRE-FINISHED METAL 5UMF' 1/2'• !'-D' $GUTTER _ COP'NG TOP OF PATE ~ _2 .N 2 -" I - f�STN�IG 2 BEVEL SIDING S 4 r-IE'i*K9*4e_ 6' MIN PRE-FINISHED METAL E 2 NASHG`�U - ---- ® diOL COPING LAP MTL ALUM VENT WITH ' SELF FLA5HING WD NAILER EDGE ar CONT BASE SHEET B4SE F#�HER ✓✓/ HEC>( irriE 21 FIg��OCjJp 22 _� 20 GA GALv i 7 2 ri v✓PF flz SII nC 1.1 11.1 CONT CLEAT- \ SEE X2/11.1 W -_--_ � _2 8 -- ,- 120'-8' j-FIBER CANT _ � c; ANCHOR 24 OC w �i BUILT-UP ROOFING H --_ - / 12'MIN Y R METAL DRIP _ER �' PT WD NAILER TOP OF F� TOP� STUCCO BAND PT WOOD, --_-_-_ --- RIGID INSUL - _ , n BIRD SCREEN- ! ! 12 12 VERIFY PARAPET o ROOFING PILES ,1 CRICKET - ,i -r AND CAP SHEET \ PT WOOD CURB 20 GA GALV ! ! v 3/4' PT PLYWD di PT WOOD CANT CONT CLEAT Qp I ! a ,•RIGID INSUL CONSTRUCTION o. -- ' a ANCHOR AT 24 OC �-, _ .� ! I VERIFY WALL I 4 -BUILT-UP ROUTING !v!p CONSTRUCTION _ j200 �\a 4 TYPICAL WALL CAP 36' WIDE REINFGRCE0 av `9 SEE 22/11.1 O .. 8 8 - I 13'= 1'-0' $CAP ti BUILT LP CANT FLASHING SEE COMMON I CEMENT FIBER D CK 2X6 BLOCKING 3 ` -`1- CALL-OUTS 118/-1.I 82 r1.! ` l` __"_ - I/2' ANCHOR BOLTS .:---�--- ++ - PLYWD BHTG AT 4'-0' OC RO _ 0 I. VARIEB '�J 36' I 0 --- 25 IL 33 1 84 ROOF VENT �� TYPICAL CAP 8`� �'�+ E N I U 94 GUTTER DETAIL t.l 1 1/2'= 1'-0' SVENT 3'= r-0' SCAP3 a -0SGUTTER2 [� FACE 'NC REMOVE AND REPLACEm� W B T SEM WALL BELOW EXISTING ROOFING, FACE ACONIC F� x BUILT-UP ROOFING -- UP ROO -UP V TO ACCOMODATE I STEM WALL BELOW r , nB ,l PRE WORK PER STRUCTURAL. PL7WOOD SHEATHING PRE-FIN MTLBUILT-UP ROOFING GOPL',•3 i� BUILT-UP COPING ROOFING 27 114'-0' I PLY WD BHTG 22 BATT INSUL { 11�4�'-0 _ __-__ -- PLYWOOD SHEATHING 11 TOP OF F� r' I TOP OF Te --� _tOP OF TOP OF Ft E PLYWOOD SHEATHING a - _ 3/4' PT PLYWD 42 22 II REINF 94 22 BLOCK 42 --- 22 REMOVE AND REPLACE 11.1 11.1 111 SOLIDLY 11.1 1 BATT iNSULAtiON FLASHING T.i \� IS I-JO{ST9 113 ( BATT INSULATION _ 1.1 EXISTING ROOFING, ( PLYWD _ 4 TOP OF CANOPY 'r' I EX BHTG, EX INSUL, 1 � 4'-0' TO ACCOMODATE SHTG �� I BEYOND I - -- vERIF1' WORK PER STRUCTURAL. 112'-6' — VER :Y 112'2' 6' --_-_ X14 _ REMOVE E _ )c r I JOIST DRILL f - - -" " TOP OF t� 113 5/8' GYP BD CAP OUTLOOKEId9- TOP OF It I JOISTS - �. FIRE TAPE 48 I VENT I 0 112'-0' 112'-0' o ' _ _ BUR _ _ 8Z ,-_ . _ � i� EX JOISTS AT 24'LOG EX JOISTS _-f - PT WD CANT NO�Gi t -1N K TOP COL'P Y TOP COL L 64 ---_ 1.1 r ll I REMOVE EX bP81 - - I I2POUIIEwiFi`IT 518, GYP BD BLOCK SOLIDLY 1 _ SEE 48/8.2 FOR SIM v / OUT' OOKERB ` L' = BUR - - HEADER, SEE TS HEADER VP DETAIL AT i i IRE TAPE \ 5/8' GYP BD 0I 5/8'GYP dD J BATT INSULATION - 2X6 TIG DECK - - LEDGER - 5TRUCTURAL SEE STRUCT COLUMN - 2X 0 BLOGKING3 FIRE TAPE FIRE TAPE FOR COMMON SEE 82/7.1 \ -- v - - - - BL PLATE REMOVE EX CLG GALL-OUTS REMOVE EX CLG �WUTH METSP BLBSTRAP5 ' TILES AND FURRING FROM BLOCKING - -, __" _ INSTALL NEW FURRING INSTALL NEW 5/8' --- -- - 110 -0 110'-fa' STAGGERED EA STUD -_-_ -, -- ------ w GYP BD. FIRE TAPE PROVIDE BLOCKING AT_ GYP BD,FIRE TAPE -� TOP F ME - -- - FIN ST I BLOCKING AT (ENTIRE CEILING) ~ CO':': WALL - ALL SHEATHING JOINTS �, 5/8' GYP BD / II IENT'RE CEILING) LEDGER STUCCO ON \ 1 % 10'-0' OC MIN PAINT Ham:- SIDES FIRE TAPE 3.3) PAINT ALL SI ES M L LATH 13 21 M-rl 0 ON 1/2 PLY WD 2X6 • I6'OC \ SUSP SPACE 33 II ---- -- ----- --- - - - 3/4' CHAMFER YP WOOD CLGSUSP SPACED -- -- ^- _SUSP ACOUSTICAL C '3.3 ------ - -- ---- ROVIDE RATED WOOD CL / 33 - CEILING z CCESS PANEL 0-4 SUSP ACOLI �� SUSP ACOUSTICAL' r 1 E- 5 SUSP ACOUSTICAL \, SU4P ACOU5TIGAL BLOCKING AT / CEILING HM FRAME" i CEILING CEILING CEILING 10'-0' OC MIN -4--NOTE SOFFIT (� DOUBLE PLATE AT SIM `-4 GONG WALL 8'-0' L ONG HEADER ~ -- - - - PAINT ALL SIDES1011'-2' HALF LAPPED A --J-- - - A Y TOP F 1E ---- TOP FRAME -HM FRAME NOTE CONTROL L - O JOINT O z iGONG COL BEYOND GLASS MASONRY O V d(PAINT) -- / UNIT - ALLOW w FOR DEFLECTION- cn " U EX CLRMI STUCCO WALL BEYOND , mow? ��I�I��ZI RECEPTION( � z AI �i®MM®ISIS I ...:� Ii �-I �► O NURSE A CTIVI (TIES C� ® � A z ENTRY SEE 51118.2 I - FOR SHELF AND E- WINDOW TRACK OFFICIO `/ Q'i C� E-I w HM FRAME 19 o EXISTING CONCRETE 19 cGI T FULLY EXISTING CONCRETE 33 i RUBBER BASE 3� RUBBER BASTe_ SLAB AND STEM 1 RUBBER BASE WALL, AND STEM IUALL, SEE STRUCT 3S WALL, SEE STRUCT 4. MOW STRIP MOW STRIP \ MOW STRIP RUBBER ASE EXIS?INGIRV l 4' CONIC SLAB 4' CONIC SLAB r NOTE: 100'-0' \ 4' GONG WALK � EQUALS EXISTING \� '4' CONIC SLAB - f SEE PLAN FCR I MOISTURE RE7ARDFF' • MOISTURE RETARDER MOISTURE RETARDER FINISH S Ex!S 7 EXPANSION AND _TOP SOIL ON RIGID INSUL- - - _ IS URE SLAW CONTROLL JOINTS SELECT FILL SELECT FILL - RIGID INSUL----' � ' MOISTURE RETARDER s SELECT I ILL ' -SELECT FILL - -SELECT FILL SELECT FILL 58 O �a SECTION �8 SECTION— �8 SECTION 18 SECTION . 89922'(L�'il 98 SECTION g, SECTION SECTION ,� SECTION 68 SECTION SECTl N_ ��, 3/4'- I'-0' ,., 3/4'- 0' ,., 3/4'- I'-0' �.� 3/4'- 1'-0' 1,1 3/4'- 1'-0' '�.) 3/4'- 1'-0' - �,I 3/4'- I'-0' '�.� 3/4'- I'-0' '�.� 3/4'- 1'-0' '�.� 3/4'■ 1'-0' 71et 05/21/91 )w DIIRHFari PD/PHASE: 2 00 70 60 5o 40 30 10 20 1? OF 66 r.,� Tt� a _.._..-....M. .».. I LNGIBLE '1'IiAN '11'111$ NO'T'ATION, ._ �� ( I_..._f I_jI--I-I I I l I -I-L_-L.� I I I I I I I APRIL �'i3 ( 994 I I THIS UOCl1MFNT IS LESS T I, I I 1 I II I I I I IJI 1 I I i f I 1 1 I ( I I I 1 1 1 1 1 1 1 I T C 1 1 1 1 1 1 1 ! V I I I I'I I ! I III i I III 1L _ m II II L I 4 5 6 7 8 9� I 0 11 11 -- I'I' IS DUE 9'O '1'111•' QUALITY OF -- --- i'IIG OF2IGINAL f)O('l1MLN'1'. -- - S L 9Z LZ 9Z Z 1dZ EZ Z [Z 0 ZZ 6, T__ [rt�UEI[ 8_ _ _►« ,Ili,,,I,u1,,,► �,��� >� Il�ll,l IIfIIIIIIIIi!�IJII 00 ed 70 80 60 40 30 20 110 0 1 PRE-FINISHEG I METAL COPING - BEVEL SIDING MECHANICAL IPMENT SEE I I V CHARLES E. S- G •�-11-m'-8' _'�� �_- -x BEVEL SIDING I l PRE FIN METAL. � coPING 1 x 40AND m SS COLLAR - m -- BUILT-UP ROOFING , UkEGON r PLYWD SHTG 1 - SOCCER TO 4 L++F' OVER CURB / IPl' /S SCUPPER / �� GOVT REINFORCED i PT WOOD CURB `( SEAL DRIP \d, FLASH NG r BUILT-UP ROOFING O O� , LAP OVER \ PRE-FIN METAL v Al PT WOOD GAN7 � 1.!4 PT WD SLEEPERS • 24-OC i i21DGE CAP SS COLLAR �� COLLAR PT WOOD CANT v 10 \ CONT MITER t' SOLDER ' --- r \,w PLYWO 5H TG \ -- - - 4 __ - RIGID INSUL .METAL ROOF SOLDER TO SCUPPER N--- - ,�, RIGID INSUL --� _ FRAMING - SEE -- STRUCTURAL RIDGE SHIM I 1 - I SCUPPER J 42 MECHANICAL UNIT CURB _ GEMENT FIBER DECK PRE-FINISHED METAL - - - - - - - - - - - 7� F'1CAL LEADERt-LEAD I 'TGF`! _ LEADERHEAD -- I• - - - _- - - _ - - - -- - _: _ - - 2�a 3 w r LAP BUR J E-E vA 10� ' � I^ �� 2X4 P7 WD SLEEPERS 24-OC w } 9' .--- O LAP ER LAR CFD TYPICAL. (OX0 SEAL TO METAL 5T,41NLE5S STEEL SCUPPER 1 PRE-FINISHED STA,'DING SEAM -RIDGE BEAM n METAL ROOF -- PRE-FIN 4' ROUND LEDGER I L DOWNSPOUT — FACE OF EXISTING R'-31D INSUL �._ - SHIM I \ - - CON WALL VERIFY` .-r SEE 93/8.2 FOR CONDITION AT WINDOW JAMB WALL T�PE -BUILT-UP ROOFING - _ 124'-0' 114'-0 TOP OF PLATE _ �� TOP OF PLATE -1EA�. -- "-CEMENT FIBER DECK 92 SCUPPER, LEADERHEAD + DOWNSPOUT Y II PLYWOOD SHEATHING I1_ % r- 11 \ 64) 19 1 I/2 REFERENCE AL50 TYPICAL FARAPET CAP t �'� Tflw „- _ u - ' \fX WD TRIM \22 ' \BATT INSUL f-7 �+ I v C ul Ul ) a 4 8 C B - / -JOISTS PRE-FINISHED STANDING J NSUL IW.3 PAPER,/21 -IS BAEATHING 7 ' TAL SIDING BUILDING PAPER, R-19 BATT � S/e' GYP BD \ 2X6 WD STUDS • I&'OC, VENEER a FIRE TAPE v I PLASTER ON 1/2' GYP BASE BU 120'-8' TOP PLA 12m'-8' 120'-8' BLOCK TOP PLATE BUILT-UP ROOFING TOP PLATE if BUILT-UP RO PING -\ r TOP PLATE 2Xb WD STUDS ---�-- - v �� - 12 1?� W Z 1 - 92 a I&'OC - " GLU-LAM BEAM 13EY'.)NO / 11 1.1 9� RIGID INSULATION '- PROVIDE BLOCKING WRAP WITH 5/8' GYP BD / �I ,-1 H �� AT ALL SHEATHING RIGID INSUL- r _ AND FIRE TAPE TO /BUILT-UP ROOFING o RIGID INSUL ei a \ JOINTS MAINTAIN 1 HR RATING SCUPPER - - l - _ =--- v v -VP a d i - - -- - - - VP ON 5/S BASE - ------ I/ -- \CEMENT FIBER PECK METAL CASING BEAD CEMENT FIBER PECK `a LEADERHEAD, _ CEMENT FIBER DECK / 2X4 PT W0 FURRING __ _ - - BLOCKING o VERT ON FACE OF -- -- STUDS AT Ib' OC PURL PURLIN - --- RO AS FIRE BLOCK \ v r --LEDGER, SEE \ 4X10 BLOCKING GLU-LAM TRUSS p 3 STRUCTURAL \ SUSPENDF:'D CLG f STAIN ----..___ SEE REFL,r -TED --- - 1/8' STUCCO ON CEILING PLAN ° H o METAL LATH, FOR COMPOSITION V a BLDG PAPER, -� 1/2' PLYWOOD DOWNSPOUT --' SHEATHING { 0 F I I CL T' NOTE BOG SEE 93/5.1 \ -PAGE OF EX. GONG STEM WALL BUILT-UP ROOFING - M --GLU-LAM TFdJSS -- FACE OF STUD BUILT-UP ROOFING - W _11 PARAPET GAP BEYOND � 11 RIGID v , PLYWOOD SHEA'1NING 2 BEYOND ��• � INSUL 14 PL YWOOD SHEATHING /14 -� --- I iI4'-0' --- 114' 13 EXISTING ROOFINCo, j BATT INSUL }T-- OF PLATE SPLASH PAN ` __ RO TOP PL ROOF STRUCTURE v v BATT INSUL a Y OP 12 AND BATT INSUL - v -- (RO SILL) 1� �' RUOLFING f-UP --''f T 22 SEE COMMOP� - - _ 1.1 GALL-OUTS I8/1.1 �. - R-19 BATT INSUL PLYWD SHTG�-- � VP ''_--�� �8�� � 14 -_ - J016T8 13 _ rI-JOISTS VP 4 > - — - / BATT INSULATION � - - _ V � 1 BLOCKING I vp - t--- — —r 04812 y PROVIDE SOLID 2X6 BRIDGING / RESET EX r BLOCKING AND BLOCKING CAP MOVE BATT INSUL \ SEE COMMON TLOOKERS GALL-OUTS FOR _� 5/e' GYP BD 2Xb CRIBBING 5/8' GYP RD �5/8' GYP BD 2X6 CRIBBING - NON-LOAD FIRE TAPE 10 Ib' OG FIRE TAPE FIRE TAPE Ib' OC / BEARING WALLS I ' ~ 5/B' GYP BDIi` FIRE TAPE w — — _ n0 -0' W 11m'-m _ PURR OUT FOR - FIN STEM VENTING — - SUSP SPACED/ TOP FRAME P RAMS f_ I USP SPACED . 13 WOOD CLG 4 211:) �1 / 13 21 301 WOOD GLG 33 3 3.3 33 \33 `VCQ I SUSP SPACED t 33 3 - -- ----__ WOOD CLG � v i _ \ z -- �...a `SUS CEILING AGOU L SUSP GGOU H vi V 6 b - �- -- �-- 101'-2' - ----- .- (PAINT) _ -TO- •- EicISTiNG GONG WALL GONC�aINT)BE'fOND CONC COL BEYOND A TOP FRAME - —- TOP FRAME SKIM COAT PLASTER-- ✓ v � .- - - _- CONC. COL BEYOND -- — ON EX CONIC (PAINT) Z-CLIPS v (PAINT) '0 I&'OC VERT 0 VP ON 1/2' GYP BASE BG O Z d U0 AIR SPACE (RIGIp INSUL v Q W AT EXTERIOR) �z! 0 v v Mr 1 [ter C®RI�IDCFS � ��./ COMMONS •cl ® r�i F 0 COMMONS COURT v v BAND HEALTH � , v ® 39 x = Z aaO PASSAGE ENTRY IF-147ENT Y h r ;DOWNSPOUT i'- RUE3BER BASE —\ 1 A O -� v >� w 3 RUBBER BASE I EXISTING S!AB - REPAIR \ .RUBBER BASERUBBER BOOT Dei -4tE CAUSED BY WORK RUBBER BASE \ THIS CONTRACT MOW STRIP - -- 19 EXISTING \ v Ido'b• �v 100 -0 v FIN F 33 100'-0' -J----�---- _ FIN FL FIN FL a- �r " r 4rete FIN FIL FIN FL _ a. IN mm Eli GAL V 1 1/2' X 3' X 1/4' � . _ 1 ANGLE BOLT TO STE"1 . --` 4' GONG SLAB 4' URE SLAB' 4' CONC SLAB 1 . _ \ - MOISTURE RETARDER TOP SOIL ' - - 4' GO1JC SLAB III 99'-6' PAINT MOISTURE RETARDERMOISTURE RETARDER OVER SELECT FILL '- MOISTURE RETARDER 'SELECT FILL=/ ` SELECT FILL � -SELECT FILL-" 7 - RIGID INSUL -- - TOP SOIL -- -- __ - — - OVER NOTE: 100'-0" - - - -SELECT FILL — �. L e,EF_ LAND 5C APE EQU aLS E�'15T11\ICa FIN!5N '=LOOP ,� CTION 68 SEC110N 58 SECTION 48 SECTION r3il� SECTION 2a SECTIONrii'� SECTION 98 SECTION SECTION -�a SECTION SE — 3,4 . 1 0 -�� ' I'-0' -�� 3/4'. I'-0' -,� 3/4'. 1'-0' ,� -1.2 3/4'- I'-0' �.� 3/4'- I'-0' �.2 3/4'- I'-0' �.� 3/4 ■ 1'-0 '�,� 3/4 3/4' I'-0' 3/4'. I'-0' 7 . 2 gni;,r) 51,1 DURHAM RD/F'HASL 80 70 80 60 40 80 20 10 l8 OF 66 OA •min>,,........- -...., i-�rMMMaw.,w.wedsnnw.......wMdn„o1r.11Ai11LM.M•.:'..r'w'rw,.... +4..Mr-i- 17`+a...... .w.r....u+..e,n-.,,•na.•,T.roo+w-, .m4+*wsveaM: ... t IF THIS DOCUMENT IS LESS ;T-II�IIIA111 III III III III I I III III ill I i ljl IT1-JI 111(111 111111 .11 111r? jl III III 1 I III III III Ili III III III 11111111 111 I I IIl�ill II� � 1 III VIII I ' 1 LEGIBLE THAN 'I'lI1S NOTATION, I I I �, I4 I I I I'I I ._ I--_.I I s I II \I �b1 , ! UL LL APRIL 23 994 __L_—_--�_____1 - IT IS DUE: TO THE QUALITY OF `-- � No 36 1j•..�=' THE ORIGINAL DOCUMENT. 7 �- _. rr LS1I 9Z �I7: il6Z-\ -OIZ 8T BTLT 4T lT ET I ZT l�Ittkulhl[111111�11211 I L I� I Q L611 ZTriie� 1Ili1llll11i1111111111I11 IIIII11111111IN11111111111 IIIIIIIiI11 ll Ill IIII Initial Il1IIIII�IIIIINII r 90 d0 70 80 80 40 30 20 [0 0 Akr J CHARLES E. SE L�B PRE-FIN15HED STANDING 5EAM Cp PORTLAND, OREGON _ ) BUILT-UP ROOFING F METAL ROOF , PPZE-FINISHED 5TANDING SEAM LAP INTO SUMP CEMENT FIBER DECK METAL ROUP ROOF UR::I'� -_LEAD SUMP PAN 3 20 GA GAL/ O F SAP OVER CANT RIGID INSUL- \ 2X4 PT Wp SLEEPERS 0 24' OG ``\ PT PLYWO PF FINISHED 41 STANDING PT WD C4IVT RIGID INSUL CONT CLEAT •` AM METAL ROOF CFD -PT SHIM - VERIFY SLOPE DOUBLE 1 PLYWD SHTG PRE FiN15NED STANDING SEAM SHIM -- METAL ROOF —� I DOUBLE i HANGER AT F � 2x4 PT WD SLEEPERS 24' OG 3' 9' OC RIGID INBUL 121'-5 r z 12l 5' ------ -- J �c --- - � --_ L- --_---� - RIDGE - � RIDGE _ 2X& BRIDGING CEMENT FIBER DECK 4 v2' 4 1 — - 5%e' GYP BD 3 8-d I - FIRE TAPE __ IJ • UIRAP PURLINS IX TRIM I - - F - - I - -- I-JOISTS R 3iD INSUL .- WRAF BE-'-- IX TRIM E JOIST HANGER ` 3' PRE-FIN MTL-" 2x6 LEDGER GEMENT FIBER- I GUTTER-T-4, -, DECK PRE-FI 15HEp STANpING SEAM _ VERIFY 2, B, 1x4 PT WD SLEEPERS 24' OC / - - -- -_-__- ___ --. - _ ._.-__ METAL ROOF - -- CONE RUC ION - --- - - - - % T t Sc+'M 511' Gl'P BD 2x4 PT Un SLEEPERS • 24' OC �J2 RO F DRAIN SUMP• I-JOISTS FIRE TAPE -- - /RIGID IN5UL� �F''M CONT PRE FIN / � / r COUNTER FLASHING ' - 3 1-,-. !' c7' STJ 5.8 Gyp Bp • '' FIRE TAPE - -_- _ � -' - SEAMMETALS,GING INC 123'--8'_- _____ _ CEMENT FIBER DECK � EAVE WRAP PURLINS -12 - - - --- --- rl2 METAL ROOF SAVE CONT FLASH'G - 122 _6 \ 5/s3' GYP BD \ IX TRIM' -PURL IN I 3 FIRE T."PE �.3 3'■ I'-PJ' SEAVE HE AC) �. G PRE-FINISHED STANDING I RO I 2 SEAM ('24' OC)METAL SIDING / \\ BLDG PAPER, 1/2' PLY'WD SHEATHING ANG R-19 BATT / PRE-FINISHED VP INSUL i IN WALL CAVITIES) METAL LOUVER N r 1/1 AND FRAME PROVIDE BLOCKING � PROVIDE BLOCKING AT ALL SHEATHING JOINTS\ �+ o TOP OF PARAPET / 1©'-©' OC MIN 1 I W N CURVf_G BEYOND RETURN PRE-FIN -�jh1201-8' - _- --- _-..- -- METAL COPING I / r, TOP OF It rr / 1201-:' PROVIDE BLOCKING AT PROVIDE BLOCKING A7 /ERIFY lL^L' - C W x tn - - PRE-FIN MTL — 5S SCUPPER FLASNIING SILL 10 -0' OC MIN I©'-m' OG MIN I CONSTRUGTlON ON18T�WJCTIUV LAP UP 4' RO GOVT SEALANT STAINLESS STEEL Z I$ UNDER WALL LINE OF ROOF '1/8' STUCCO METAL LATH FLASHING I� BEYOND CONT FLASH'G I FLSHG REGsE7 a l DLDG PAPE I/Z PLYWOOD 13 CONTROLL JOINT (GJ) STAINLESS STEEL DRIP SCREED / N aim EA SIDE 2X6 TUDS • I6' OG SS COLLAR % FLSHG REGLEI' GLOSS AND GUT SET IN END, SEALANT Bi a - { 119 _0, `� MASTIC ;,� POP RIVET a C SEE COMMON RD �`� X7TOP BEAM - -- - 00 T5 BEAM GALL-OUTS 3/4' PLYWD PRE-F" 'ITL �a m Ty 92/11 192/13 51•(11 GOUNTcR-FLSHG O i-JOISTS' BUILT-UP ROOFING IIS'-I%2�-- PT CANT ;',,' I --`— COUNTER FLSHG z PRE-FIN MTL 'SNAP N' q RO /48 PLYWO SHEATHING 'SNAP-IN' L °d m DRIP CAP BATT INSUL MECHANICAL4kh � S � S � S (FIBER AT RIGID � � 3 SCREED 79 _ C M _ MECHANICAL ce BUR C 15UR S / BUR1 IN WD CANT _ g/8' GYP BD' 1_b' 3 ADZ _ S INSUL CRICKET) FIRE TAPE 102 U � �` I PT PLY WD H c GONG COL BEYOND - - /PAINT PLYWD SHTG PLYWD SHTG -_- --- PT WD SHIM ` V 3 HEAVY TIMBER _ _ PT WD CANT PT WD CANT - RIGID INSUL ` o 54 GLU-LAM TRUSS -- �m — _ �D _ W 33 I BEYOND (STAIN) ,',T CONC AT STUCCO , 1 NOTE: THIS DETAIL aT ti-ITL S.� NCz E+ CONT ROD AND J L'G�iU1� C�ICQ TYPICAL FOR NON- j� ►i SEALANT I 4 PARTITION.PARALLEL rl SEE COMMON CALL-OUTS � I 2O3 TO I-JOISTSLOAD SIDEWALL TERMINATION p WATERPROOF x 1t1 WATERPROOF MEMBRANE A BUILT P ROOFINCo � - WATERPROOF MEMBRANE MEMBRANE �-3 I I/2'• I'-(1J' SIDE _--- ^ 43 W V 114'-0' U 5/8' PLYWD UNpERLAYMENT 43 43 5/8' PLYWD UNDERLAYMENT 43 UNDERLAYMENT 33 �•I•� Nvi TOP OF }L' PL SHEATHING X43 �3 BUILT-UP CANT-94 4 W 33 33 33 \ PLYWD SHTG v �� �- PLYWD SHEATHING PLYWD SHEATHING SEE �.1 _ - 113'- --_ 3'-0. / h 113'- _ -�-- — 13 BUILT-UP ROOFING DONT PRE-FIN t2 U _ ^- — FIN FL FIN 1�� FIN FL PLYWD SHEATHING 1.1 3 — I-JOISTS I-JOIST GLU LAM BEAM T STARTER STRIP IN � SEALANT TOP t BOTT [-JOISTS i-JOISTS 4 Q !3)� 2X6 BRIDGING AT 24' OG _- _ y-- — - ,BATT INSUL PPP _F,NISHED SAND+NG JOIST ' SEAM METAL ROOF--\ � PRE-FIN RAKE TRIM _ _[a__ -- `, 3 I�%(� RIISUL GYP BD 2X6 LEDGER GY BD CONT �X6 PLATE �FIRE(TAPEYP D iXb � l6'OG - BLOCKING — - -- FETA _FI ?g — — --CRIBBING _-_-_--___----- n D/8 GYP d0 Y BD NOTE: WRAP /4' Y DECK _______ __ __ -CONT CLEAT,NAIL GYP NOS; WRAP BEAM ABEAM WITH FI TAM FIRE TAPE VP I _ - AT 12' OC W/GYP BD 5/8' GYP BD 3 PLYWD F1 1 GYP 5D D _ _5/8' GYF BD ` T5 BEAT I FIRE TAPE FIRE TAPE -- (r : GOf'.T SEALANT M•�i ! i I 110'-0' 1101-2) ---- FIRE TAPE 1 M"� D•G, M11_) �I� 1X woos TRIM ` w 5/8' GYP B -- 'r 13 21 Y TOP FRAME - — F`R� TPP I FIRE TAPE 33 33 _ -- — - --- ----— -— - - - SUSP �9U5P DED SPACED -'-- _ — ----- ENDS SPAC NI / �_ j I CJ WOCD CEILING / to WOD EILING �� J' _ VERIFY WALL A ((r>6A N�fy `_�T•GI� 1 / SU PENDED SUSPENDED VENEER �' �I��� a.NCl SUSPENDED VENEER vA1RIE8 PROVIDE MI KING 1'ILE AG-OU PLASTER CEILING , PLASTER CEILING / FO!LOW MFR'S NEER PLATT Im1_0, «- MIN -TILE GLG GONSTRUGTION z x�AGlrl� I I REQ'S FOR BRACING G (LING 1.4 _ PRCwipE BLOCKING + 1x �INv ' /\ r AND MOUNTING VP I� E ALL SHEATHING JOINTS FASCIA III V - I� RAKE �.. 5 I 1 ROLL DOWN _ TOP FRAMEHOUSING I 1I o ! ' _ I �� I GONG COLI/?'• I'4 0' SRAKE �J _ I 1 t I SS FRAME BEYOND (PAINT) I VERIFY CURVED W A pl P I r46 WALL CONST ry a MWHA.HIGAt►. I I !I \ I - ROOFING z I I I CONC COL ---- - COMMONS � x+ I I BEYOND (PAINT) I ! ! f KITCHEN) I r—� M�M � 3_ i I 5• � M� z Q - 1 3 LLAR I IKITCH N o v) 1 , r, PRE-FIN r'iTL � ,55 SCUPPERL----..____.� I H I I I 37 FLASHING -� z MMM {TCH N CONSULTANT I U I + SEE K E ® I�I&d G�71 ��NE � I I CCOUNTIF INGS FOR ER DETAILS ` NG S O II o ��Rr-v ew I +� WALL FLASHING pE INGS FOR AND ADDITIONAL VP 3'■ I'-m' A Q 8 V1IErrp"ce F�'�rl WAL-. I wo THIS AREA - 13 PREP I j A 0 0 I I I I pz CO FOUNDATION TRIM — ST��� �IL�R' I I J E-., w 3 -jTE e,L GHb'IGk-Fri- 1 I -RUE36ER BASE i RUBBER BASE -? RUBBER ASE 19 �15 l RUBBER BASE p•C, cHp I VERIFY HEADER __-- ___ -- 33/ F✓✓''^^''�1 � I -. 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QUALITY OF v - —'-__.- _ "°_J° THE ORIGINAL DOCUMENT. -- --- rr T -�- 1 S L 8L L�L 8lZ YIZ fiiZ I ETZ ZIZ�Z UIZ 8Fll�i � I � Ll I illl�llll (III(III IIIiI IIIIIIIII II!IIII11 IIIII1111 II!Illlll llllllllllllllillil 111llllll lU �illil I11 Nlf I1 Ifilh 1fI 11H 11114N11 00 SO 70 60 50 40 30 20 10 0 ° 3,4' PT PLYWOOD ` FLASHING REINFORCEMENT Or REMOVE AND REPLACE BUILT UP ROOFING EXISTING RAKE LEAD SUMP PAN �E FLASHING - LAP UP SCUPPER ROOF ORA'" CHARLES UNDER WALL COUNTER - SE1 IN PT WOOD CANT FLASHING T MASTIC -CAP SHEET l - -- I b4 f f,PPORTLAND, OREGON 99 p 55 COLLAR J 0 CONT ROD 1 SEE COMMON ` — OF v GALL-OUTS AT EX GONG 92,-12 �- —� WALL r 2 ,�PLAN VIEW � �^ � 1 ` � a _ - I,(�`1` 1 � - VERIFY WALL I 1 r4l INTERSECT( N FLA HIND CON5TRUCTI -1 v 1 2x10 JOIST OR 1.4 1 112'- "-0' HEADER - BEE--/ SINTER 1' �, FRAMING PLAN BATT INSUL J 2'-8' SQUARE 5'8' GTP BG FIRE TAPE 8 ROOF DRAIN SUMP AT CONS RETE 11/2'- I'-0' 5CONC i T T�OP f y TOP OF P r 124'-0' TOP OF ►� F 24'-0 TOP OF FP i 3/4' PT PLYUID 3/4' PT PLYUV 64 i TOP OF 1 2 �64� TYP DUILT-UP ROOFING F C6643/A' PT PLYWD .1 BU'LT-UP ROOFING �b� PLYWOOD SHEATHING \ BUILT-UP ROOFING � PLYWOOD SHEATHING v v "T 1 PL1 IiInOD SHEATHING v I BATT INSUL E 1.1 v,, BATT INSUL / BATT !NSUL 1� v" ~ BUILT-UP ROOFING � PLYWOOD SNEATNING Qy' w - -- -- BATT IN5UL - - a v J014t6 I J018T8� JOISTS v JOISTS ° vn vn w z 0 z 5/8' GYP BD v 5/8' GYP BD a /8 GYP BD v FIRE TAPE FIRE TAPE 5/8' GYP BD 4 FIRE TAPE PROVIDE BLOCKING - - / FIRE TAPE AT ALL SHEATHING JOINTS a o 0 a � 4 v o 3 MECHANICAL W 4 20 MECHANICAL A 1 U cq ° / sor I SUSPENDED CEILING MECXArV,!CAL r � _ SEE REFLECTED v CEILING PLAN 29)1 H H 4 FOR COMPOSITION `v n � U °v FIN MTL 22 CAP PRE AND CONT 3 MECHANICAL r 1.1, SEE COMMON CLEAT (NAIL ° 14 CALL-OUTS AT 24' OC) 1� 1 14'-0' 68/7.1 I I_4'-0' .� n 20 - 1314 TOP OF F'L _ WATERPROOF -BUILT-UP ROOFINta 3361 4.3 ' WATERP MBRANE /43 WATERPROOF - 114'-©' 43\ \l3 -1 114'-0' 4 `- 351 --� ' r- { BUILT-UP ROOFING \ MEMBRANE t °v -_ F"EMBRANIE _\ Rot 33 33/ 22 I II 22 43 2 22 i TOP OF FL 3.3 v %5/8' PLYWD UNDERLAYMENT`'-� °v l.! 5/8' PLYWG - 4' 70P OF �\ - PLYWOOD SHEATHING \,3-3 ��� 11 r CA COMMON 3 � _5/8' PLYWD -�,1 11 WATERPROOF 'n PLYWOOD SNEATNING 11 UNDERLAYMT1 CALL-OUTS UNDERLAYMENT 22 BUILT-UP ROOFING MEMBRANE II PLYWOOD SNEATNING, \ - - j 68/1.1 I 1.1 ---ti-- II 4';�' r 3 - , \, UNDERLAYMT BATT INSUL I4 _ 1.1 112'- - v --- _� — ` ) I VERIFY - ��' -- 112 8 PLYWOOD SHEATHING — -- SEE COMMON VERIFY - _ - -- PLYWD/ v CALL-OUTS t PLYWD -- i. SNTG JOISTS ' 68/'1.1 �` BATT INSUL SHTG °v `JOISTS yr BATT INSUL DLOCK JOISTS SHT IIUD I-JOISTS 'y -- — - - I-JOISTS RESET Ex- n *�G, JOISTS `I _./70 v BATT fNSUL ` / -- - RESET �y _ JOISTS - _ f L RESILIENT CHANNELS i -- I `� ° RESILIENT CNANNELv � I / �'� _ RESILIENT CHANNE S / I 5,3 GYP BDr !!fid' Qtl'P D FIRE`TAPEYP D 1518' GYP BD r / i 5/8' GYP BD FIRE TAPE FIRE TAPE RESILIENT CHANNELS 5/8' GYP Bp FIDE TAPE 5/8' GYP BD �% FIRE TAPE -- -- --- VENEER PLASTER AT 16' OC v v FIRE TAPE ?qv FIRE TAPE v 5/8' GYP BDL - --- 5/8' GYP BD __ - - r'7 ON CONC (PAINT) v vv BLOCK -__ - ° L PROVIDE ° FIRE TAPE v FIRE TAPE C� 10'-C'OC MIN BEAM, SEE PURR FOR SOLID BL.OGKING FURR FOR DUCTS, SEE n C�2 5TRUCIURAL VENTING VENTING MECH ^ V, - - -- - v - -- --- 1� z 5 H U SUSP ACOU - /� °" _ - CEILING \ 5USP Acou =, --- -- O SUSP ACOU / ____.__ _ TILE CLG CEILING - - ---- v --- °v --_ - - v TILE CLG SP U _SUSP ACOU SUSP ACOU-,-` 0-4 \ / -SUSP ACOU x EXISTING _--- - -• TILE CLG - - - �35>I TILE CLG w A CEILING / % SUSP ACOU' � GONG WALL \AIR SPACE (RIGID EXISTING CEILING INSUL AT EXTERIOR) \ PROVIDE BLOCKING 0 AT ALL SHEATHING JOINTS Q z 2Xa PT WD FURRING ° p' o i CLOTH COVERED W PERFORATED_ SIM v v `.+ vv HARDBOARD'--- ° C4 _ z o v _ 55) •, ;Zx�, �M 0 351 v--- - V SKIM COAT PLASTEki_- v �.1l�IGIN�J ON CONT- (PAINT) �� �' � � _ SKIM COAT PLASTER / ON GONG (PAINT) ED ° CLOTH GO/FRED v ^vim 0 PERFORATED T PREP ►�.� U �, NURSE HARDBOARD EX CLRIYII I=Y( CLRM STORAGE � � PZ r 1� ELAND PRACTICE ENSEMBLE T PREP' I PRACTICE COURT C I � � z� 3� '' 31 64 - -- ® COURT C CORRIDOR T PREP � 0 a 41 E fs, P ENSEMBLE p, T PREP •� -�° F 3b RUBBER BASE RUBBER BASE =3'6 RUF3BER BASE RUBBER BASE. 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N„e Ti Z 8L LZ �flZ �Z !Z11111,11 Z E��Z TZ OZ 8I 8i L��T 9T 9ffi tbl ET IIIIIIIII IIIIIIIII IIIIIIIII (III IIiIIIIII IIIIIIIII III IIIIIIIIlI111111111111111111111111111111111111111111111111111111111111 11111IIIII�IIII (III IIIIIIIII IIIIIIIII!liUlllllllll�llllliill;lllll!lll�lillllliil1111i111i�lillllll111111111111111111111�IIIlIIIII IIIIIIIIIIWII I - - -- - -1 00 `0 70 80 60 0 40 30 20 10 0 fl� Ex-STING ROOFING- r _ �-- � REMOVE ECEILINGISTICEILITO STUDS l' y AT CORRIDORS WITH A�pU TILE PRE-FW METAL AR , DOWNSPOUT ;:;� in �\ �. _ _ - PRE-FAB 24' WIDE TSG EY ROOF STRUCTURE I ON WOOD SPA�,ERS - SEE PLAN BEYONG' PANELS OF 5/8' TYPE x BIRD SCREEN GYP BD LAMINATED TO - I r ___ __ _ PRE-FI TAL 81 92 EACH SIDE OF IX6 TYPE X I -6 `� I _ Ex CEILING J018TS �J I , I' METAL SPACER 4EIGHT ABOVE -- _ _ - — DOWV T J I IHR SHALL COMPLY '^ I'INISHED ROOF �udl r EX INbUL �w -- 5/i GYP DD rte- 3 � .�) 10 X 22 ID DUC FIRE TAPE nn f CHARLES . SC�QG 4 3 BEYOND �� PER MECHANIC L WITH UL DESIGN #U510 — --- _- 1GLA55 I - AND NFPA SL, AND 13 SHAFTOP SHEET MTL - _ J^ ------ ----------------------- ____ _ _ I - HM FRAME -------_ - --- — _- - - - � �. r IhAN ORE 3 I!2' PT WD CANT I - 3' 3' •- PRE-FIN METAL hA� CONT SEALANT j =: - - - SHAFT BELOW 22GA STEEL PAC'S ON I 'i9�, COUNTER rLASHING I I -- - ' �i`�?' O� I' MINERAL WOOL (NSU I I I SPRINKLER MAIN I RECESSED LIGHTS I O F O� SLOPE '/4' PER FOOT MIN ' n I ' FIN CLG N PRE-FIN METAL - dUR I. WIRE MESH REINF I I I ° �( _- CONT GALV CLIP BEYOND L SUSP GLG SILL FL ASH `\ ANCHC,Z AT 24' OC i i I - WHERE OCCURS DATUM I RETURN GAP 1/4' 0 SUPPORI RODS I I I P ACOUSTIC . C AT END SUSPENDED FROM f PRE-FIN MTL FLASHING I I \\ CEILING DURABLE ANEL\SPRINKLER HEADS I I \AT CEILINGS W/ AC TILE GLUED 2 R.O. �11 STRUCTURE: USE EYELET HR SHAFT - SEE I T GON SPLASH F°.aN COMMON CALL-OUTS 'SNAP-IN' I �--- � \ O GYP BD (SEE PLAN), RE-MOVE METAL-' -- -- -- 8.2 I PRE-FIN MET.+L SUPPORIS INTO BOTTOM II - _ NA�i .1�- � aa7 I c TILE WHERE CORNER 2 6 __GOVT GAL✓ CLIP EDGE CAP I: % CORD OF I-JOIST AND PT WD CANT I ONE ROW d= ��I�.IA'>Y ��I-�'L SpQINKLER MAIN Ib TO BE ANCHOR 24' OG SEE 4$/1,1 FOR BLOCK WHERE PERP I I REMOVE EXISTING SOFFIT ND �Iwes� ,SUMP 'NSTALLED INSTALL SPR!NK. 1 VP - ON I TO JOIST. SEE 6'1/ 3 FOR 1/2 PT PL` UJP I I SPRINKLER PIPE RELOG ?E ALL ^1A'N TIGHT TO EXIST GYP BD. CALL-ChJTS \ %' COMMON GALL OUTS BUILT-UP ROOFING - SEE I I (JIBING TO ABOVE NEW GL PATCH G. /"I"� ' PT WD FURRING VERIF, WALL AND COMMON CALL OUTS 0 I I WHERE REMOVAL OF Ex AC I I AND PAINT WALL 10 MATO ADJACENT ��� TILE TEARS GYP DD, PATCH _ 9 I I WITH JOINT COMPOUND � ROOF CONSTRUCTION : •• ••r_-. -" _ PT WD CAN T -�-� --- - I i Ex15TING CHASE OR r� I VERIFY WALL \ l PT 2X4 WD 8TUD6 �- I I Ex WALL DOWNSPOUT AT PARAPET AT 16' o� III DISPLAY occURB TYPE. WALL ` , ROOFING - � I �j 1/2'= 1'•0' 5p5 HEADER If I EXISTING IN DRAIN 1 SYSTEM BEYOND i I-)01ST I I 5I EXHAUST DUCT SECTION 1 I I - EX RECESSEDOCCUR LOCKERS 2X4 BLOCKING 1 I I r WHERE OCCURS 2X4 PT WD SLEEPERS • 2 I I ADD ALT 7 AT ROOF -- -— - g. SILL F `-� I I I PROVIDE AND INSTALL PRE-FINISHED STANDING SEAM �.r7 3'= I'-�' SILL2 METAL ROOF iq 11 I I I NEW CARPE f AND �� 6/8' TYPE X GYP BD I I ` RUBBER BASE IN FIRE TAPE I I EXISTING CORRIDORS I SHIM I I (OVER EX VCT) -PENTHOUSE BEY�rvD RIGID INSUL I l 123'-8' x �i'LYWD 5HTG EXISTING�FT -- PRE-FINISHED STANDING �BAVE � I J,��-�'t� UTILITY UNNEL -, EXISTING FLOOR 2 PRE-SEAM METAL SIDING D�P. 13 _ 5 Ac,U LI W/ 42 DUCT SHAFT PARAPET C��' ' 1'4 }ZIT�7 CONSTRUCTION /r lsrP�HT6) 1/2' PLYWC Y- g/$' Ca7P BD FIRE TAPBIDE K i11F��P SHEATHING AND R-19 BATT FIRE I %P£ -1,�j 1 1/2'= 1'-0' 51--(AFT INSUL (IN WALL CAVITIES) all NOTE: FOR SPRINKLER r 5 4 INFORMATION, SEE y 00 SHEETS �I AND FP2 aj I ANC DETAIL 2'1/FP2 N N DOWNSPOUT �T� 1 .5r�lb I 33 EXISTING CORRIDOR SECTION i� x 0 -- '120'-8 _ METAL=RE ASHING �/ /; /2Z /FIBER CANT H d � TOP OF it F BUILT-UP , D � TOP OF FP off' - I_20'-2' _ 12 120 -2 3/41 _ ROOFING ---_ - — EXISTING ROOFING ON METAL 4 SPLASH PAN - 1, TOP PL G 12 CRICKET DECKING OVER STEEL BAR JOi5TS Q' OP OF - PROVIDE BLOCKING / I ( 2 BUILT-UP ROOFING SIM AT ALL SHEATHING �,I / - a o '1/8' STUCCO ON METAL LATH 11� PLYWO SHEATHING ,JOINTS (BEYOND) -- -- EXISTING ROOFINGS, INSULATION, m -BLDG PAPER, I/2' PLYWOOD N _ \D� SIM F �- AND METAL DECKING u EA SIDE 2x6 STUDS • 16' OC T _!-`_ __-_-_ � EX(STING ROOF EDGE TRIM ' l BAT. INSUL 1 BLDGTPAPER,I/2' PLYWOOD I - I TO REMAIN AT CON.' WALLS TS BEAMS, TYP 11 _" _ CSW C'�1a P'S�' -------- T 1.1 - I ?J4' GY ( � CEMENT FIBER -- -- REPLACE EXIST COPING W/ SEE STRUC _ / rb GA. G. L VANIZED SHEET r , y •� DECK I / METAL COPING - SEAL TO W aV m EA SIDE 2X6 STUBS • 16' OG LEDGER /// ROOF W/ 'DERBIGUI'"' FLAS1-IING 3 C' I-JOISTS - MATCH EX PROFILE o C 118'-(Iitill - �3 I _ \ 118'-0' - ` 118-0' - -. __ EXISTING WALL EXI5TINu CCNCRETE WALL ----- w a TS BEAMS, TYP �� (� RO _ (I a,�� '�O SEE STRUCT RO FRAMING TO REMAIN AND CONCRETE PILASTERS `' I I I EXISTING STEEL BEAM - E+ 48 GDF- - DRIP 1(1_3 X5/8' GYP BD g4 PLATE PT WD REMOVE ExTERIOR LOWER I� o L_ SCREED FIRE TAPE -- ------ -1 8.2 U DRIP 8Z 5/R' GYP BD i' 99-m%, J�J�J UNFAGED BATT INSULATIONIIFLANGE TO CLEAR GMUSCBE D CMc -- -_-_- - F R_ TAPE - REMOVE EXISTINGON GALV. METAL WIRES I ` REMOVE EXISTING WOOD W a 10 SOFFIT FRAMING - II II iNFII_L WALL AND II TRIM AND SUSPENDED a c II APPLY %' GYP. BD. 4 I WOOD WALL y GONG COL 1 1.0 INTERIOR OF v • --'-BEYOND, PAINT MECHANICAL 1 DISPLAY CASE NSULATION V) 2'-0' WIDE VINYL i Iii �ENDEDCED AONTT !GALV. WIRES M ®9 I I I AND EXISTCONCRETE ING EP ASTERS 11 w COVERED TACK- I 1-- ATTATGHED TO TRUSS CHORDS � G�1[ �B�Af��B�d �. BOARD PANELS W/ I II AND WALLS AT PERIMETER V WATERPROOF BUILT-UP ROOFING CONT ROD - i BRACKET STANDARDS i ii14 WATERPROOF R RO 14 AND SEA ANT ii BETWEEN i II V, 13 ' PLYWD S!4EATHING 2� `J I II VG. TACKBOARD I II 5/8' PLTWD \1 CONT ROD AND �i 22 BUILT-UP ROOFING 14 UNDERLMT BEY ' 1 SEALANT I I' N 13 43 BATT INSUL 114'-0' II 56 II 1.1 43 WATERPROOF _ ITR-0 PLY WD SHEATHING 33 PROVIDET E 4 \33 MEM9RAh1E PRE-FIN MTL -`1� RC, ilk PLASTIC LAMINATE ON CONT 5555 HEAD 4 OP OF PLYWD DRAIN I 42 PLYWD BEYOND PLYWOOD AT BOTTOM I SHTG - - 57 I C1111) 113'-0' - 13'-0' STUCCO 11 REMOVE EXISTING RE7URU"I115 _ `} FRAMEC W'NDOWS ('RETURN TO I II- LL WALL WITH FIN FL -- - IN FL BEYOND -14) - I 82 STUCCO GO ONIMETAL LATH JOISTS I- IStB NOTE( 1_ I ON BLDG PAPER ON 1/2' II 8' NOM. CONCRETE RLI( 15ATTT INSUL,PT PWD STUD CUT TOP COURSES CLOSE T ✓ I-JOISTS 51- _ I-JOISTS SPRINKLER PT WD CANT _ - i ---` I S i i MASONRY UNIT WALL PAIN - 1 HORIZ CHASE BUR•�- - I � r t --VINYL WALL COVERING r TO STEEL BEAM UPPER 1/2' PERLITE - I ! FLANGE - � �Z� --= I CONT SS SILL FLASH'G III MATT INSUL BLOCK '� 2X6 WD DECK __'7 l I I SET IN MASTIC i ii-� ~ 5/8' GYP BD LEDGER NOTE EX GONG I II 0'� EDGES 5/e' GYP B r v FIRE TAPE /5/8' GYP BD STUCCO ON � I Ll . . I n FIRE TAPE ° NOTE CLF-AN-OU'- ___. - SLOPE 1/4' PER FT FIRE APE MTL LATH i FOR DUCT _.____ -COVED FtUBDER BASE I _ - CON? ROD - _ - ---� AND SEALANT �- ACOUSTIC PANEL CEILING) PROVIDE IHR ACCESS ,� GLASS A GREASE HOOD - GJ I _ / co PANEL TO CLEANOUT DUCT, SEE MECH /' ON 4' META!_ STUD 1 - —' -- - - —�- -- — - (SPRINKLER REO'D) - li0'-0' 1 lib' TO F TOP ON r4rp SECTION i II _ ACOUSTIC PANEL CEILING TOP FRAM v ° SUSPEND SHAFTWAL'_ FROM STRUCTURE a \ Er, E 3/4'■ 1'-0' I lII 2' x 4' GRID z ` SUSPENDED SPACED -WOOD CEILING CJ ° -- SUSPENDED SPACED / -/ L 6 WOOD CEILING -----J ACCESS PANE'_ VENEER PLASTER W V (FULLY ACCE95A5LE) ANP GLEAN-OL'T ON 4' METAL STUD SUSP VP FRAMING SECURED TO CEILING - EXISTING CONCTETE WALL - SEE PLAN WITH 12 GA. CLIPS AND VENEER PIASTER TO 4' f/2 FOR ACCESS v v GONG COL -- FLUSH SHELLS ABOVE CEIL114G - MINIMUM v PANELS SHAFT WALL: ° • BEYOND, PAINT ` PRE-FAB 24' WIDE ?IG 5/8' PANELS �5U5P VP CLG W LAMINATED TO EA SIDE IX6 GYP i CONIC COL CORE50ARD 57UD5 AT 24'OC I l I d----BEYOND (PAINT; ' "� O 94� (R-1 WP •142-1) v 3.3 CPON T - _'- -- ---- � x O \, SKIM COAT PLASTER -HAI. TOP GUIDE W11 METAL ZEE FURRING O V W ON GONG (PAINT) .. ••- WITH RIGID INSULAT'ON Q � W EXISTING WALL AND BETWEEN - TO TOP OF INSULATION ADJACENT ROOF 'Z 0 w °,• I, SOFFIT FRAMING t0 I �1�•i REMAIN SKIM COAT I'IT METAL ZEE FURRING PLASTER ON 3/4' PLYWOOG PANELS - WIt�( RIGID INSULATION CONC PAINT -1 WITH VINYL COVERED BETWEEN - FULL HEIGHT II��,vPaa,rf�ullCwg 351 i i TAGKBOARD FACING -I OF WALL u Z i v Kt u vf1 EN T vv I IPREVIOUSI ',j�•y O ° p119Ep 1 I I REMOVE L) I I INFILL WALL OR DISPLA M"� 6 ®�iJf�il(�I�S 31 C�P�il�il �JS 32 I I CASE - PATCH ----VENEER PLASTER OVER I 1 INSULATION. EXISTING ALCOVE ;:LI WOOD PANELING O v v I I FINISHES TO MATCH H v c COMMONS I � AN METAL ZEE TECH, ED. SNOB TNG I 1 EXISTING ADJACENT ' EXISTING SHOWN W/ DASHED LINE �� I I ELECTRICAL I I METAL LOCKERS f PANELS __ LL i 1 I I i I r •' �y n v vv IIS-/ Ww Q3 5/4 X 1%' HARDWOOD 9� � i CHAIR RAIL/PANEL LIFT --� v I I I I I RUBBER BASE RUBBER BASE 19 -RUBBER BASE _ ) � r I I 33 4' CON WALK / r MOW STRI 'r _ ' 100_0' I I y 00 -d' ( 63 IM. REMOVE EXISTING CONCRETE • __- '+ 33 HM. 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WINDOW ► RO HEAD - -- - .,, METAL i� v F�ASHING SEE TYPE FOR GLASS �, � FLASHING t= - AT HEAD ` 8'1 N O AT HEAD \ O i SEALANT 1511 I 5/Ib' METAL --�T AT JAMCB V -- ---� - AT JAMBS EDGE - 4 314' � - - - LINE STUCCO LINE OF CEIL. �4 3/4' •,•ARIES E -- ---- - ABOVE WHERE OCCURS I l/ �c 4 COL:. 81 DOOR HEAD (JAMB SIM.) 91 HEAD (JAMB SIM,) 8.1 3'- 1'-0' D3008103 6I HEAD (W/ DBL. GYP. BD.) $.1 3'■ I'-0' D3008220 I 8.1 362 I'-0' D3008246 , --- AT SIM,FRAME IS �c EQ _ EQ -EQ--- y 7 EQ EQ EQ �Y EQ y. EQ�yc- EEQEQ �r EQ y i ROTATED AND GLAZING IT I fl I - II -- fI - TI fl I COCKED TO ACCOMODATE - �` 3 CURVED WALL. SEE 96/8.1 91 9I 91 [g 1 93 91 52 JAMBS AT COLUMNS FOR COMMON CALL-ours a SIM • >\32, 95 80 8? `e 91 8? p 8? a CIG - 9 - 8? ; GIG I VERIFY WALL �"- OC - .•CORN •CORN 4 3/4 TYPE 8.1 3'■ I'-0' D3008245 `� 91 94 • ° 8.1 8.1 CIG Lai 8 8? 8.1 RO 11 1 0' RO �1 0' RO - AFF AFF HI 1. WINDOW �T FRAME NOTE NOTE 82 ----- - - - - -- --- - qB NOTE: DIMENSIONS NO•fED FOR��� WINDOW TYPES 'PI' AND 'P2'P2 SHALL BE EQUAL - - - DOOR iv VARIES - - GLggg HJ1. I / AT SIM, _EQ EQ EQ CLOSURE - -- - -EQ_ - ---- $2 RELITE JAMB (HEAD AND SILL SIM.) _. 2 COL. - Goi. 8.1 3'- 1'-0' D3008118 I J. - - s'.p' 3'-m' 3'-p' CIG - - _.._.._. h DATUM_ _ I` In _ y GLASS DHL. I GL O 8Z 82 831 a cv GYP. BD �T cv 93 MULLION-HORI2. H.M. FRAME i - __ i 88 n e2 ry 0 clsG • - -- - + �, $.) 3'■ 1'-0' D3008051 �. _ /' r m i 8.1 r 8.� r TG TG a _ FACE OF VP ABOVE I _ _ _ aa �. aa �. p NOT USED o 5Z 95 52 x �_ 2� LINE OF STUCCO O. �r O • 88 O ' 8Z O 82 65 8Z 8 - •!/ 8.1 Z ABOVE ° f-, e0 4 _O o CLOSUR --' m .n 8.1 m 8. . 8.1 8.1� I 8.1 _ ei r t - ' I ri STUD __� GLASS FIN FL FIN FL _ IN FL FIN FL FIN FL a a I 5/16 I /16 rc3 JAMB AT CORNER 4 3i4' - I - VARIES � 8.1 3'■ I -0' D:9c'�08222 \ � \� / � ,4� ` o 1 1/4' 1/ VERIFY W/ WALL Tr E X1-3 2)2) 1-1 GLASS DOOR OR GLASS --- f"1 4I 3 EQ Eck EQ r"1 4 ry� 83 JAMB - HEAD SIM. --- '� �T� a. 8.1 36 0 1'-0' D30©8065 P [4 ! 3,-m. 9'"m'_. =_m. 3'-!D' 3'-2�' 3'_m' 3'-p' 3'-m' 3 0' 3'•0' 3' p_ 3'-©. GL •._._ -_. o -34MULLION VERT L5� s,. g2� 6L 93 W a GLASS--- - X82 8.Z j 8•'/ w GL �82 GL bl w 81 91_ 8Z 82 8.1 �8.1� �8_I - '_ 8.1, 8.1 � � 10 VARIES LIDF 83 8.1 81 83 Sii� . N 8? TG 8.1 N N CISG __ '-♦ N CISG �� '� f' To 81 115/1 U� '� 8.1 r t GISG H.M. FRAME- cA 0 v StM o 52 1 �irti ;p 82 6 82 ~ b l 94 ~ 81 94 ~ 91 94 ~ 81 8_3� cl d) 8.1 �� 8.1 8.1 8.1 8.1 \ 8.1 8.1) 118.1 -� FIN FL FIN FL FIN FL _ FIN FL IN FL FIN FL11 FIN FL (Z • 8.1 �8.1 8.1 8.1 8.1 V L ei cv co 4 3/4'---- 1/2'o F.S. • - N2 N1 �� - 24'O.C. O n(G�4 �G2 G1814 � 3,I I/4' I I/ -J f - -C CONC. SLAB 1 �_ IL EQ b' p' I-m. - m' _ EQ 3/16' STEEL fQ W/ � 1 1 v B FULL WIDTH REINF. VCT OR G j va - °o LIN DOOR 1/8' SHIM °c. I I v HM RELITIE DOOR:RAMS C �\ Q EQ EQ 3'-m' 3'-m' 3'-m' 3'-a' 3'-m' 3'-p' CIG , b.l GIG 65N� JAMB (TRANSOM SIM.) I -- CONT SEALANT a __E-- --__` __-.._� �__ ._-___, ______._ --- - - c18G 93 95 8r✓' SILL -- .3 8.I REMOVA L STRIKE 8.1 3'■ I'-©' D3008051 I /,. 9i 82 91 MULLION 5Z pill 8.1 3'■ 1'-0' D3008101 �-�MTL G E�8 (8.1 �. 8! 8.I �? -� -- - 15 - 8.l - 6 CISG • % •Col c -- QFa i GISG Lai� r TG - r GISG + r / ,� a ° 11 95 4_5 19 cq ]L VERIFY WALL TYPE t7 0 e? 8.1 s? a?4 COL82 54 BZI �8.1 1, 8.1 HM. FRAME •coNc C VARIES AT FIN FL _FIN FL FIN FL _ FIN FL a '7' HEAD ----- d 98 r, F, 6 H.M.FRAME 0 • (PAINT) t FLOOR ANCHOR SEALANT L OF CURVED `' cJ (�4 i 1 '1 L !G ! STUCCO ABOVE �O 65 JAMBS AT COLUMNS 1/8' STUCCO ON t0 - W METAL LATH SI'11 I ' 3'-p' VERIF r EQ EQ VPO- • v ATTACH FRAME TO 8.1 3 ■ I'-0 D30A82d5 O i "l D FLOOR ANCHOR, _ _ _ I 5/16 I 5/16 FILL DIMPLE 1 0_4 O + - -I/.' GYP BASE BD g� TS � VARIES GRIND FLUSH i 91 91 CJ U � COLUMN i STUD �GvE VERIFY W/ WALL TY E 3'-p' 3'-p' 3'-0' 3'-m' 3'-p' 3'-m' 3'-m' 3'-p' 3'-m' 3'-p' 3'-p' 3'-p' 3'-m' 9'-p' GL 8.1 GL + DBL 1/2' DOOR OR GLASS GYP 13D �� STUCCO CORNER SEE PLAN FOR LOCATION - 1 - o (IHR) "^" --BEAD $(p JAMB 81 81 91 91 I 93 �133) METAL - CONT ROD AND 8.1 81 8-I 8.1 8.1 - 8.1 Q CORNER N SEALANT - v4' 8.1 3'■ 1'-0' D3!D08225 - - TG 7G _ MAX N ry N N tV TG a N I I HM MFR SNAL PROVIDE TG •- +--- -� r. TG -- (ISG - - • � (ISG +- F_ 'a � ANCHOR AND REINF. 0.0. �. pp� aa ~ 63 95 15 ~ 63 95 15 GLASS MICPOINT OF FRAME IS VERIFY WALL I 6>5 83 9� 1 9.1 W I SET BOA FROM FACE OF v "'PE (ROTATED • SIM) / \ 8 i 4 3/4T STUCCO AND GLAZING -�"--_- v_v / 8.1 8.1 � 8.1 -' 8.1 � 8.1 96 JAMB AT COL. IS 'COCKED' w y- 3/4' CHAMPHER FIN FLIN FL FIN FL FIN FL _ FIN FL FIN FL ^ to O 8.1 3'■ 1'-0' D3008210 CONT SEALANT f 8\ (`8 g g 8 A GAL V MTL DRIP CA PAINT DED TO HEAD, J 4 J 3 J 2 CF-) � a 4 314' � H.M. WINDOW GLASS SHIM A 3/41 1' FRAME VERIFY VERIFY v:RIFY VIERIRY ~ (PLATE GL I , -- GLASS AT COURTA)_`71- 1 4119 91HM. FRAME' $-( HEAD (JAMB SIM.) _ EQEQ EQ EQ EQ-_-_ L 3'-p' 3'-p' 3'-p' 3'-p �c3.p' y CIG GIG 8.1 GIG 8.1 CIG 8.1 ff�l GROUT FILL 8.1 3'■ I'-0' D30A8211 .3 93 93 93� 41 f 6i�� l 88-11 CIBC clsG a° VERIFY WALL N N 7 STIFFENERS -�.-- - �� ITT PE F U (ISG ---+- •- • .�__. r TG • - - - -- O VCT OR, • 24' O.G. �v / p - ~ 91 ' X96 96_j ~ 96 92 ~ 52� 52 CPT. % 1/2' E.J. '13 _ 94� gZ 81 _ 89 8,1 81 t 81 / B.I J 8.1 8.1 8.1 / 8.1 SIM SIM / • - _.-GONG. WALK HM FRAME 8?/ 8.1 8.1 ' e.l F 18IIT'I SEALANT ` av N �.�y FIN FIL FIN FL - FIN FL FIN FL FIN FL FIN L 9$ SILL • GALV MTL DRIP 4 1 98 98 98 98 WELD t0 HEAP E 8.1 e.l AT EXTERIOR DOOR 8.1 3'• I'-0' D30OW52 1511 I 5/16'1 893200x1 1/2' - GLASS ; ;��� E4 � E) O, O O O. 88 HEAD WAMB SIM.) DOOR AT BIM b8 WINDOW TYPES DIMENSIONS AND DETAILS AS NOTED UNLESS OTHERWISE INDICATED +� 8 -ol 3'- I'-0' D30082'11 $� 1/4'■ 1'-0' ar'rr"r ;W f)lJF?HAIH F.T)/pl-mSE ` 80 70 00 50 L 40 90 20 10 p9/2 /91 22 OF 6C ' IF THIS DOCUMENT IS LESS �r 111 III�III III III III III +I I III III'lll I 1 IfT �T� fli flTf Ill I f III 1;1 IlT r1 �I III III I�fI III IIl III III III III III i III!ili,lll III !II III 1111111 I ; III VII_ILI - , I LEGIBLE THAN THIS NOTATION, I_I I I I �, I I I � L� I I I I fj I--I" 118 APRIL G�i3 1994 I y IT IS DUE TO THE QUALITY OF - - �+ - N �e ®•_'-=' -- THE ORIGINAL DOCUMENT. T £ Z 9Z LT, 9Z Z 6Z fiZ Z IZ Z 8[ 9I :I 91[ 4T 6�t fii Zi I IZ I 8 9 L I9 9 T1 S Z �i�„uel IIIIII'JI!ILII INiillll IIIII1114 IIIIIIIII IIIIIIIIIIIIIItIII IIIII111111141I1411 IIIIIIIII 14UIIIlI III lllllll IIIIIIIII IIIIIUII!!II (III illlll�lfl�llll�lUlllllllllllllllllllllllL'i l IWllllillllllll lllllll�l 1111/1111 �11111111�11i1� Illlltll 1111�I11!IIIIIINIIi � 90 1 80 70 80 50 40 30 20 10 0 - - 3'8' TEMP 3/8' TEMP GLA:iB GLASS - d 3 CONDITION AT 4' METAL -ADJUST ADJUST -J- --_ -� 'STUD WALL BELOW aqD ABOVE V��_TYp_ -- ° fi g.LYP_- $t D ARS GL AgS T - -- At - � i- 1 I f 3/8' TEMP � - -- - ---- NM FRAME I I i - VP END _T--EXISTING CONCRETE WALL 0"'w VP - I _- - GLASS = I -- 1 -- �~ CNARIF`.: S G { - STEEL CHANNEL FRAME ADJUST BLOCKING v r7EIICONT SEALANT I • FDA INT SHELVES I I I t I I 1 I S I I - I - Z3 - 1 d1 STUCCO --__-- 13 O Z b METAL PRP-FIN METAL RESTING I I I r SI - TYP - - - - SEE STRUCT Q - I ( I I I t - I 13 ~_ / `� - EDGE SILL FLASH ROLL-UP I I I I I I I I I 8Z I I •? , PORTI-AND, ORE DATUM p sE I��Kt CAULK JOINT BOTH SIDES I - - I - I I TG G I - I TG TG - SIM I - TG TCs_j • - METAL GUIr: i I I I 13 _ I" I TG TTG T TG - I TG TG - tG — --► �- — a _ 1 R.O. _ I f FLASHING 2 y-�----__ � -� I- TG t- I I I I -� I -i E- I ; OF METAL' d r iA j 1.VP GONt GALV CLIP i+ _- -# ( ' I ry Er:W I I-`4' m' EQ 1 LQGk I I I Ea 4' O' EQ O r CORNER • 2 \ b _ - _- �' _ _ - ANCHOR AT 2d OC � i?, i� , 'moi' GLASS IN NM.FRAME 4 3/4' VP - - '" F l METAL EDGE AND CORNER I I I UNC' - ----- ---- --- - -- - - - --��- METAL EDGE -_ -- Q ' -4111 Srucco ON 11 '' I I - � c�`IC'1`fP� ETAL MTL LATH a� I I I ` 1414 ;,INS er 14 1 �ORNER -- w 444 Qt' ��� $IDE b3 !'K �1Y{� 8Z a, DRIP w LAB r,15-k 1" b �y r GUIlV1:DI 14 1 91 HEAD - _-- __-� VERIFY WALL �---X tbZ 81M 41 { I � LINE OF EXISTING 1 \ - T)PE- 33 �/ TYP - WALL CONCRETE WALL D30083C'4 _- `e- -' SLIDING �INE OF �I SILL AT STUCCO 51 JAMB AT RELIGHT SHELVES- DOORS I 3'= 1'-® -- ABOVE - NOTE: e'-0' VERIFY 8.2 3 . I'-0' 03008301 8Z • LL -- -- - - - - INTERIOR SURFACES VERT SHALL BE P LAM VENEER PLASTER WITH r` ?I TROPHY CASE 1 METAL EDGE AND CORNER WALL TRIMS AT RETURN ��i I�EQ 4'-V' Ea 8.2 1/4'■ 1'-0' 0300ELEV X - DOWNSPOUT AND WALL BELOW , -$ I/4 T'—� VERIFY WALL �� LINE OF COL METAL F1IRRING ZEES AT *'OC I �� SEE II/ F Z I/4 4 -A1' ABINET TYPE -'�JJA0.Rli R1ETAL EDGE GALV. SHT. \ I I BELOW FAGS OF STUD b, FACE OF STUD WHERE ' I - RIGID INSULATION ' e OCCURS - STUCCO LINE OF SILL Will WALL A D 1 �) DISPLAY CAS 2 6 - - -- -- -- -- _—= - 8.2 — -- --REQUIRES METAL -_�L I I FLA5N BELOW I - .• Y_ 3'■ I'-0 -_ _. �+ MET ED61E ED,�E AND CONT r-a l;e' I - - - *GA. CR. CHANNEL SEALANT AT JOINT -- I ' I -- -- VP METAL EDGE - _ vP ON. 5/8' PL r WD :'N OF �.- r VP , o � � I 'I PAINT NM C O LINE OF STUCCO ABOVE - - � _- - ( I r+ __ - SEALANT AND BACKING ROD - - _- INSIDE AND OUTSIDE 2 HIM2 ——— -------- - - - - - CL WALL METAL EDQeE I • ADS 5w t — _ I iI ) - H.M. DOOR AND FRAME IN ) _ --- Z T / i 1 Z SOLIDLY - - - GM WALL BLOCKING -— Z b aI SLIDING GLA68 DOOR OPRENE STOP/SEAL „ - CONT CLOSED CELL _---- _ 5Z JAMB/HEAD SIM. 2 6 POLISH EDGES - _I l� I, 2 2 \z t - GOL /: y{ 81 3'• I'-@' GROUT of GLASS PILASTER j I METAL. EDGE --- � r, l Z Z 2 :• _.- � WHER£ v 1 L_GLASS - METAL EDGE - -�-- GLASS - SHOUN b b b b _ VER PEALL . n 'I`-- CORNER JOINT it n- - - • _ � z -1/P I ----_ METAL EDGE AND CORNER C .� ZXb AT Z4'OC � y - -- '�- CONT ROD A:aD VERIFY WALL TRIMS A7 RETUrZN SEALANT I i GOSTRUGTION : - b b 6 t / LINE OF VP BELOW I I I -METAL FURRING ZEES At Ib'OC PRE- �I~ CONC;, 6 6 6 � rN LINE OF STUCCO .- t GALV. SHT. MOULDEh LEDGER - - W.M.MTL. DRIP 1 EXP. JT. b 2' M.FRAME - y VP 7METAL EDGE(VP) - ,Ic_I o \ ABOVE I I I { RIGID INSULATION I I AT HEAD TRUSS VERT MEMBER I I I I I (EXTERIOR) �` r4_3 THRESHOLD PAINT METAL EDGE o0 _ - --- - - -2 AFF. PAINT LINE OF COL I I j. ULLION CORNER �p' c _ BELOW I -�bGA. C.R. CHANNEL _ __�- --- 8.2 3'■ I'-0' D3@08053 �� METAL EDGE ~ L13 JAMB � c o SEALANT AND BACKING ROD r3 JAMB JAMB I " INSIDE AND ou781DE VP I-!M FRAME 3 I _ �.23'■ 1'-0' DISPLAYI 3 ;IpINC> 0 8 2 3'■ 1'-0' 03008300 �_23'• i'-0' D3008305 NEW DOOR AND FRAME IN .nSY� T�GL a b' CONCRETE WALT_ - LINE OF EX WALL GLASS - CONCRETE - - ----- SEE STRUCTURAL FOR OR SLIDING F° RF-0-5 FOR CUTTING GLASS DOOR NEW OPENING IN EX WALL \U �- 23 HEAD �53JAMB — HEAD SIPW. FRAME AT SLIDING GLASS 0 71�K AT � I 3,4. I 4X4 TS COL �_23 • 1'-0 DISPLAY2 - r 51.IC�IN6C�L�SS p� , o GLASS DOOR GUIDE 3 I •/ a I vP 8Z 3 ■ I'-0 ----� � ----- '- VP \ � /PAINT I -----DOWN SPOUT i` - --- v METAL EDGE LINE OF VP ABOVE ~- PAINT - METAL EDGE, TYP u H Z LAYERS 5/8' -VP METAL EDGE 1--1 hM� LINE OF STUCCO ABOVE LINE OF COL NO WINDOW AT TYPE 'X' GYP BD ----- 9�NM � W C BELOW w STUDENT STORE ' I ;, HEADER SEE - _ METAL EDGE 7 STRUCTURAL CL STUD-­ - - - - - - - .�-_._ r, U METAL CORNER LINE OF SILL �T PLASH BELOW u. � VERIFY L /��' '�� HEAD FLASHING 2 2 �C� 6 W 3 / CG'NT ROD D wt1l�' - ��.% VERIFY WALL - v CONT ABOVE _ 3/4' PLYWOOD � VP R� vj u� SEALANT 0 COUNTER CONSTRUCTION - - BASE PAINT N __-_ _ w SEE 64/9.1 'n w TS COL- ROLL-UP D049 DA � _____ �- __ _ __ .._. Z I Z d) L AT STUDENT STORE ,►.- -- - - - -- - - - 7- 1 1 �`OIL BOX I �_T _:_. __ X 1 FRAME I N. ( -- AT RA ALT / 4 _ _�__-- DOOR AT - I SLIDING GLASS WINDOW GLASS 6 I e' Z' FRAME 6 RUBBER BASE D��_ A ' --- I OFFICES I TOP TRACK / --?� --- HM VENEER PLASTER WITH -- - - = CORNER e - --_ -- HM CLOSURE TRIMS E RETURN C 6 �. I I �- LINE of STUCCO ABOVE \ LEDGER 1 1 VERIFY T1 PF_ALL-- ( --H1•'!.FRAME EX GONG WALL ` b COLUMN AT WINDOW JAMB METAL EDGE- = GLASS - -- 8.2 3'■ I'-@' 03008309 \ i GLASS VERIIFYY WALL POLISHED EDGEPE S � I I I ~��_ y CONC SLAB f 1 I ''' -� - INSIDE AND SIDE- May SEALANT AND AGKING ROD -CONT SEALANT 54 SLIDINGe GLASS WINDOW HEAD -- �--- :14�� SILL SEALACONT NT AND I I I �.23'■ I'-0' 3'• I'-0' D3008101 LINE OF VP ABOVE I I _ METAL CORNERS LINE OF OVSTUCCO - E I TRUSS VERT MEM15ER VERIFY WALL TYPE VENEER PLASTER, BOTH SIDES I CQ I I '--ON EXISTING STUD WALL _I VERIFY WALL CONSTRUCTION LINE OF COL NEW DOOR AND FRAME IN 1- BELOW / / ��__ EXISTING CONCRETE WALL.� O SLIDING GLA89 TOP TRACK - SAWCUT OPENING TO 2'♦ b' _ �i �5 LES IN JAMB / HM CLOSURE CORNERS SEE SED TRUCTURAL - - - r 95 JAMB �.' 8.2 3'■ I'-0' D3@08302 8.2 3 ■ I -0 D3@08306 H.M.FRAME -3/16' STEEL PL W/ PAINT �'- - FULL WIDTH REINF 2g JAMB - HEAD SIMILAR �' , 8.2 3'■ 1'-0' D30OD114 GLASS - HM FRAME r' ham" (I VERIFY WALL POLISHED EDGES-- E TYPE k—�I 2 2''MCTRI.J I � a DGGR, SEE SCHEDULE '������ �I ' .,` __ _ T I c� p 55 DISPLAY CASE HEAD �,�� I I z 3 i'-0M�1�P1. I l i U o r4;N� MULLION HEAD FLASHING I - - T �_23'= I'-0' 03008310 - NOTE: I '�J�H D ( CX>f Z I I 11 JI,II`I Y��A�f rl� 0 � G� CONI ABOVE I LINE OF COL BELOW VP TYP 1 METAL EDGE I Imo+-rTEp�•SIr•1 �I � I (�F�l,�''y�Lal�l-1- � � � - - - - ---_ I NEOPRENE SCLOSE AL __ TYP. CONTINUOUS CLOSED-CELL I lL•�-(; 11'f•j 'Idl HM. — -- - -- - _ L.INE��vP51w I�E�F ,wI�AI CLOSURE WALL t! ^/ AT COL. JAMB (HEAD SIM)GLASS - 1\ 8 17ATUM- -- _ ' C POLISHED EDGES -- VERIFY WALL TYPE- 8.2 3'■ I'-©• r ~ - - - - ----_ �IV1. 'SIM ISA - D3003. 31'13 5/8' YP I ?,- VERIFY WALL / -- --�VINYL COATED TACKBOARD / H SHEA WING l� / ON 5/6' GYP BD b TYPE CLINE OF STUCCO ABOVE &AT DI5F�.y 44*_-tcr7NL_:Y \ CONT ROD AND SEALANT L 2 b \ METAL-�-- b6 SLIDING CLASS JAMB PRE-PAINTED IbGA i - - EXISTING WALL LINE OF STUCCO A60VE I:oe�S :3'■ I'_o GALV SINGLE-PIECE TRU86,SEE � �� w B.2 .---FULLY WELDED- I 6TRJCTURAL 1�° JAMB / " CAP FLASHING I � - CONTROL JOINT\ LINE OF SILL ,\ FLASH BELOW -- SLIDING GLASS BOTTOM TRACK - - - _ --- -- - - 8.2 3 ■ I 0 D300830'1 FRAME GLASS - - I � f'ED) C 2 _ 112'_@� I 2 2 1 POLISHED 'EDGES I�rll—(� /n/� 511.x.• // LINE OF VP BELOW , TOP CONC i r'ikr% �Ii Lr DISRIt't' .ITS CURVED ` G OU \ METAL �, METAL EDGE VERIF WALL GDIIf�TLf� �-r WINDtdv.1S -SET IN B D \ TYPICAL CONSTRUCTION EDGE -GL S -- - - - - / I r Z 3/4' -\ r_ �- a OF MAS71 i ° \D SEALANT ROp l/ I b 9� JAMB AT CORNER 20)GA GALV CLEAT J SECTION F � 2 7 8.2 3'■ I'-0' 03008222 -- - -- WALL _- �_.___ � GONG GOL - �� 2 x b 7 TOP FRAME PAINT _CONT BACKER ROD HM FRAME T - � D SEALANT PAINT -- 5� SLIDING CLASS SILL -- - DOOR ° hM Ut�UI�. r - `_ ------ 8Z 3'■ 1'-01 r W DOW FRAME METAL EDGE VERIFY v • T WALL TYPE LINE OF STUCCO ABOVE S E 52/A.I TYPICAL DOOR 3EE COMMON JAMB CALL-OUTS 81/8,1 8'9920082 a° -PRE MOULDED CONT ROD AND SEALANT PART PLAN ri 6 / PART ELEVATION C -- �.23'■ 1'-@' 03008353 v° EXP. JCINT °° —� CONC. 48 COLUMN CAPITAL r9a-",\ THRESHOLD -- �8 JAMB ��_2 1 1/2'a 1'-0' SCOLGAID 8o2 8,2 3'■ I'•0' 03008080 - 8.2 3'■ 1'-0' D3008308 09/2 /91 qi jr)„ caW D'.If'.HFaM Rb/PI-IAS 50 60 40 30 20 10 2'3 OF 66 80 70 IF THIS DOCUMENT TS I,ESS -1111111 III 111 III III III "I I III Ili III 111 111 rf l f11 Ilrf III III 1111111 111 T�f II III 1IIII III III III III III t11 III I illi llll!IIII III � lllli l l III III .1111 1 - I I LEGIBLE THAN THIS NOTATION, I I I I II I I 17 I I I II I I I I I � I I 10� I I 1 LL APRIL 20 1994 1 � Z 3 4 5 6 7 8 ��`11 1Z . IT IS DUE TO THE QUALITY OF �___� `- -- -_____._. __� ------�- -- -__" - :_-__.__- ----� _. �_..... �- No 76 TIIE ORIGINAL DOCUMENT'. � - ��o£ I 9 G Z 9 Z I Z vIZ £�Z till �T Z3�Z �8[ 8 I L�i 9 T 4 T 6�I £I Z I I �T T II oo��T fi l L �99 4 1� I IS L T o.ueIIIIIIIIIIIII IIII IIII IIIIIIIII�IIII !III IIIIIIIII IIIIIIIIIIIIII III!lilll�llll IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII IIII IIIIIIIII Ilil !III IIllllllillll IIII IIII IIII llll�llillllllllllllllll�llll Illllllll llllllill ' llllllll�llli illlllllllll�lll III�III!Jil'�NIII r so so 70 e0 50 40 30 20 10 0 --.VRSUSPEND •14'-b' _- FRAMING BLOCK( FROM F / METAL 8-RAPS STAGGERED - y' CHARLES E. SFUG AT EACH STUD. SEE - COMMON GALL-OUTS 2&1'1.1 ! ( 21 HEADER ` - Zx STUD WALL- STUCCO ALE '• -9' VERIFY - VARIES TO 3_m' 3.3� STUCCO v - - - - - 1 - ✓.P. METAL FLASHING Lp. 0 AT GYP. BD. - 3/4'x6 I/4' WOOD TRIM e AT AMB SEALANT FIRETAPE ----�- --- (AROUND PERI MITER) METAS EDGE OF . - I/4' PEFtFOR�+TE>i METAL EDGE FLYWD. METAL EpGE / BLOCKI VERIFY WALL TYPE 1/4' P E F - 2 ` F' $HMG. qp GYP SD • • ✓ 2X4 WOO ' +SANII S�'f IrN�l�l 2 5/8' GAPE CRIBBI AT 2x4 FURRING \ _- b FIRE TAPE ' _ _ CCbx82 IUELD 70 Z' FLASHING 0 v I6' OC Q I ' I`�h ��ICItll),�4TE ,it-47 I' BLACK FIBERGLASS INSUL. LINE OF DUCT STRINGERS AND / - ANCHOR TO WAL W/ 14 ge. DRIP R PROD NO FOIL OR BACKING SEE MECH. N 1 DECK MEMBRANE x 2x4 LEDGER (PROVIDE � 4 5/8'0 LAG BODS GO T. WELD _ _ LADDER WIDTH TdJ TO H.M. l� \ BE 2' LESS THAN FRAME - w � - BLOCKING IN WALL) FASTEN TO WALL W/1/4'x3' METAL LOUVER \ ACCESS CLEAR , 108''_0' I LAGS TOP 1 BOT10M l-I/4 FIN =OFF17� I ``- \\ OPENING (VERIFY() -METAL EDGE � - - � B'RD SCREEN V.P.- -1 I/4' o PIPE RAIL 11 HEAD VP SOFFIT 1 WALL SPLAY 1-LOUVER HEAD (JAMB SIM.) • EA. STRINGER SAINT ROLL-UP GRILLE _ - o _,�. ---- 1�1\ [G9x13. g.l 3'■ I'-0' D3008068 COIL BOX - FILL DOUBLE PLATE- VERIFY WALL STRINGERS SPACE BE(WEEN BOX 8'-0' LONG CONSTRUCTION 3' 9.1 3'■ 1'-0' p3010006 D30090d1 AND ADJ WALL WITH HALF LAPPED \ [Cbx82 1 1/4' HM CLOSURE -��- 101'-2' --___ IFIRD SCREEN ri tREAGB ON � TOP FRAME _ h.TAL LOUVER - � I I/4'xl I/4'xl/1 SEAL GUIDE BOTTOM RAIL I V.P. OR GYP. BD. SEALANT r1 SUPPORTS ABRASIVE 9 13 METAL.- 4, -9' -- - LOUVER FRAME \ \ TRIPS 0 EA. M W COUNTER- GUIDE BEYOf41p' ~ JAMt BEYOND .- - 2x STUD WALL \ AD FLASHING GALV. FRLAT-BAR, !n \n\ VERTS ! P,IJPPORTS V.P. PAI SEE 65 LINE OF MTL. DUCT 31 33 2 6 SOFFIT AND HEAD L =EE MECH. 42 /6.4 a I"I�T�/�"� 3-�' �I/I6' JOINT I _ _ 2 \ 7 2 •..b cJ.l 1 1/2'■ 1'-0' D3008320 9,1 11/2'■ I'-0' r - r1 P1508206 ` I/4' PERFORATED X19' S.S. FLASHING HAR ISOARD 2 ` \ \ 2x6 FURRING I Oj 1/2' PWD. \f1\ BU.R �'� METAL EDGE= �" - _ -- I' BLACK FIBERGLASS IN9UL. a 0 < NO FOIL OR BACKING _ Gl P.DD. AW3400' ' `^�-' 'L D / 2-5.8 OMB'S IN FLUSH r1 WOOD STUD v TS COL - _ - --` "- SHELLS * EA. STRINGER - BLOCKING HM FRAME - SEE STRUCT _ W x � \ __ -._ �, PAINT VP -- /�.� 23 WALL SPLAY 13 LOUVER SILL x 3'- 1'-0' p3009088 9.1 3'- I'-0' D3010001 ei ROLL-UID GRILLE 93 SHIPS LADDER • MECH. ROOM l3 SILL CONDITION AT , -GUIDE AND BENT WEST JAMB SIMILAR 1/8' STUCCO (SHOWN DOTTED) SUPPORT ANGLE I/2' PLY WD/- - ON METAL LATH o 9.1 1/2'■ 1'-0' D05a5001 9.i 3'■ I'-0' D3008010 - m _ VERIFY WALL --- _ _ _ _ \a v w � \ CONST o STORM DRAIN I H.M. FRAME METAL CORNERS � UNL�S�-� �- ------ 2x STUD U aLL 3 II `rl SEE PLUMBING Ptl�.o�C�.11��v �� ry GYP. BD. _- I I _ I I r V.P. �V GONG. WALL 0 F1RErAPE _ - 1 i 43 COLUMN AT SCREEN WALL V = � ._ �Tl a R■31'-m" METAL PLA=NING y 2 b 3/4' PLYWD, I I I I 9.1 3'■ I'-0' D3008COL v - JAMB - .C.."... H e V.P. HEADER - 'VERIFY WALL / I I I I j I/Ib' JOINT 'v AT JAMB �� WATERPROOF CONSTRUCTION 2 4 1/4 PERFORATED (V RUHBER ;1 2 i ; MEMBRANE SEE STRUCT __ 15 I 1 I - HARDBOARDS -- U f -. - - - BASE MTL EDGE 2- CONTROL JOINT 8 ,_ 1 ` LINE OF C t:C't \ u v.GT. 2 6 .PLYWD. DECK . SEE 45/33 2x4 FURRING 1 SEE MEC-H. (�r� 0 -- 5/8' TYPE 'X' -I' BLACK FIBERGLASS INSUL. -- - __- - GYP BD - FOLLOW MFR'S REQ's r(o�4GRILLE AND CASED OPNG JAMB No FOIL OR BACKING L H v STAINLESS STL FOR BRACING AND - METAL LOUVER H 94 SILL ROLL-UP DOOR MOUNTING VP FASCIA 9.1 1 1/2'- 1'-0' D3008321 COIL BOX. V2 NOTE: TH15 HEAD � ``\ BIRD SCREEN 9.1 3'■ I'-0' D3008133 DETAIL SHOWN AT JAMB - SEE !' U BorroM BAR --- - n 58/13 FOR /-PaIN7 24 WALL SPLAY 14 LOUVER HEAD (JAMB SIM.; W � CONDITION AT CENTER OF OPNG � SS FABRICATED VARIES VERIFY WALL 9.1 3'■ I'-0' D3009089 9.1 3'■ I'-0' C1301000$ fx � STEEL HEAD FRAME 2 b CONST �, N 4 CONSTRUCTION rl5 ROLL-UP BOX AT CURVED HEAD - - - R•14'-b' 2 b \ 2 -�L-ARG ROLL-UP DOOR 9.1 1 Ir1'- 1'-0' D3008325 11 `� I/2' b COIL BOX HEADER SEE - I SEE SPECS FOR @T� BIRD =GREEN METAL TYPE STRUCTURAL 2.c I/4 PERFORATED � T HARDBOARD ___-_ _ME fAL LOUVER I/2' T SEALANT SS ROLL-UP - JOINT LOUVER FRAME 55DOOR O GUIDE ) 65 MEETING JAMB �� BOTTOM BAR _ . HM FRAME ;'' - �zIFY �# VERIFY WALL g.l 1 1/2'■ I'-0' D3008322 �-- LINE OF MTL. DUCT ~ PROVIDE -- ,,,CONSTRUCTION /SEE MECH. �1 SOLID SEE STRUCT 1� 2x2 JOINT STIFFENER ' I' BLACK FIBERGLASS INSUL. - �5 TYPICAL HEAD BLOCKING 1 NO FOIL OR BACKING - IDIS' S.S.FLASHING cn - ►'s 9.1 1 1/2'■ I'-0' D3008328 FORMED CONC. STL 11 E04 p°e `3/4' CHAMFER JAMB TO FLOOR - e GONG. WALL cQ n SEE STRUCT ��p JAMB AT CURVED WALL _ 25 FLUSH JOINT rlEl"� LOUVER SILL z 6 VERIFY WALL 9,1 11/2'■ I'-0' D3008326 9.1 3'' V-0' D3009090 9.1 3'■ 1'-0' D3010009 H MFR'S CONSTRUCTION STAINLESS �v STEEL Gu r E SS FRAME VARIER PAINT h� 96 TYPICAL ROLL--UP JAMB GUIDE VERIFY WALL SS riUIDE CONST SEE STRUCT as U O 9.1 1 1/2'. 1'-0' D3008323 �.r+ ! Ch ry5 FORMEDY I I gAMB OFLOOR �Ep EQi z 0 CONC COL CONT SEALANT'- "I-I JAMB cn AT CONC 2 & 1/2-VERIFY WALL 2 b CONSTRUCTION 5.1 1 I/2'- 1'-0' p3008321 Z ROLL-UP DOOR J VERIFY GUIDE SEE SPECS V 8 FOR MTL TYPE A � JAMB GUIDE AT CONC COL 9.1 1 1/2'- 1'-0' D3003324 0_• ^o)NT. CLEAT ANCHOR • 24'0.C. a+ rn Ibga. CONT. CLEAT PRE-FIN METAL - �- l`� 0 'moi ANCHOR • 24'O.C. COPING 4 , W CONC COLUMN - - - I/2' BEVELED FAS'!'ENEP. W/ NEO. -_ -I/2' BEVELED --,-,_ -- COPING � CONGIRV (2)METAL STRAP 24ga. PRE-FIN METAL SIDING SEE DET ,IL 36/92 F _ - 'S.S. SCUFPCR WASHER SIDING - _"-� ;� WALL --' b 112'-6_ COPING - TYP. MA 'ERIALS SCUPPER �- SCUPPER - /� /Z X I/8 --} r - tt `� / I/Z' h'WD � BEYOND v COPING BEYOND BEYONp v COPING BEYOND WITH 5/8'0 I I/Z' PWD - TOP R' FROM NOTCH GLU- FS. PER -�� Pt 2x ,- � i av BUR OVER Q �� BUR OVER _ v = WALL METAL WALL METAL / - LAM FOR 3/4 SEP. BD.\L Q ry •IDE 3/4' SEP. BD.'� ? / I SCUPPER ---�= � --- -ONE PLY FLASHING \ 3 DOWNSPOUT W6. - - l - -- a -- !_ o --ONE PLY FLASHING v CLU-LAM BEAM _ �_ _ -- ---4'x12' S.S. SCUPPER BUR OVER 2x TIG WD. DECK --._- SCREEN '+ , BUR av 3'4' SEP. Bp. O - \ --- / -r_rL - - -STUCCO OVER ��� 3/d' SEP- BD vv - I STUCCO OVER -�. ix 71G Wp. DECK. -__�/ - _ BLDG. PAPER OVER It p� BLDG. PAPER OVER 7 c v c v N -- 1/2' PWD. SHTG. _ __ 4 ___-. I/2' PUlp. SHTG. - C . `CONT. I I/2'xl/d' 9 ££I_ 1 � r' LEDGER- GUT FROM 3x!0 FORE-FIN. METAL -V - - - `r - a° -2x TIG UV. DECK av -- WD. LEDGER G ST IRON HUB � - SLOPE TOP EDGE _ LEADERHEAD --- __-. GROUT FILL SPACER WELD TO D.9. ( _ AROUND p.S.M > , �� -- - _3x6 LEDGER-ALIGN � v � v IZ' Gt7NC. WALL 1 --- -- cv - ~WD LEDGER vv ° 3/4 BOTTOM W/ GROSS BM. 3/4' 5 1/4 __ - - __ :- v -12' CONC. WALL v \ CONt)UIT 1/2'x3/4' WOOD EDGING CONDUIT 2 3/4' - - - - METAL EDGE - _ - av av 61 v -- - - 1 1/2' - v n (3992©091 1 a° •�110'-0' d 110'-ra' _ -" - 14' CONC. COL. 14' LONG. COL, Y - ~- 3 0 T.S DS. BEYOND i DOWNS.'F AUT • CONC. COLUMN SRA O1�" O SCUPPER AT COVERED WALK 9 ,61 �8 EDGE AT CANOPY h8 48 EDGE AT CANOPY 3� SCUPPER THRU CONC. WALL la +.,,14NOPY AT CONC. WALL 9.1 1 1/2'- I'-0' D150112'3 9.1 1 1/2'■ I'-0' D1501123 `J.1 1 1/2'■ I'-0' D1501124 9.1 1 1/2'■ I'-0' CW-4 "U.I 11/2'■ I'-C' CW-5 9.1 I 1/2'- I'-0' CW-6 09/:.7/91 '-,W DIJF'HAh1 FD FNa';_il so 70 60 50 40 30 20 10 ?4 OF' 66 W I F `('HIS DOCUMENT IS LESS TII I ISI I I I ! l l l l l I I I I I I I I1 I I I I I 1111 I I I 1 f ` 1 I 1 1 1 1 1 1 1 I 11 I I S I I I I I ( 11 1 1 1 1 1 1 1 1 1 III I '111111- I � i Iii iii iii � � � i � r � min � � i i � l iii t'j�r Thi i � iii i'� i � � i i � i1 I � 1 � � i i � � � APRIL 2a LEGIBLE 'I'IIAN 'I'IiIS NOTATION, 1 `� 4 5 I 6 '� $ I �b 11 1LI ( 994 M ' I1' I. �_ 1_ L-�_ I__ L_ �_ __ S DUE TO THE QUAL. / OF N.36 THE ORIGINAL DOCUMENT. -r - - - ,- $ 8Z LZ 9Z Z 6Z £Z Z lZ Oa 8I N[ L1 '' 9�4t 6I I s'[ of ii i 8 ( 9 I L �I9 4 i` I 6 Z 1mn�e ���� ���� ���� ����,��111��I��I� ��������� ���� ���� ���������I►� ����fli►� ����I�I►� �I�� I�►►I�I��I►►►� �►1�►, >��I lllllllll I►Illllllllllllllillllllll� I 11��i111► ��Illll�(,II►11�I� 00 80 70 60 50 40 90 20 IO 0 TYP TTP CN ES SE II Zb _ vP NP _.� -- �' - - / PAINT \ 33 j-- FAINT - - 33 /r PAINT - PAINT 33 33 / PAINT --� 33 PAINT /' PAINT PAINT • 33 � PORTLAND ter 60N .- _W 33 r _ �J • GJ �I •r GJ r CJ _CJ._ FJ r GJ GJ G 5 LL�I CJ GJ CJ GJ GJ GJ CJ GJ CJ GJ_.�J - - -- f,K -T------ ----_—_�_- --- - l A�� OF � -- —� TYP �il II 33 li�l`� - I VTB a 42 41 J ® 33 BASEER P 3 4 I ` 3 4 1 2 3 -RUBBER IQ33 NO • FOR ADDITIONAL_ CAB TYP 1 WORK THIS AREA EEE 94/12.1 92 ATTENDANCE OFFICE - 2 s2 OFFICE - 3 32 OFFICE - 4 I/o's r-m' TYP TYP TTP 1I II II r-. 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THE ORIGINAL I)OCUMENT. �-- - - --- _-- - 8Z LZ 9Z 6Z II S Z iZ OZ 8[ 9I LT 9I 4I II fi�T Fi Zi iiIIi �8 I �L I 9 - 4 w^S II Z I i�+gni r ` IIII Till I„► I,I,I,Ii ll,l 1111 ILII ►,►, II1I�11►I,IU�,I. ;IIII1411 IIII�I,,i 111111►,III„�IIII IIU�IUI IIII�IIII IUI�UU IIII�I��I Illl�ll lIIlIUILIIII�IIU Illl�llll llll�llll llllllW I�llll lllLllll llllll,lllliilll1111li 1111 lltlllllll Ill ILII IIIIINIII eo so 70 so 60 40 so 20 10 0 � Cfl LES E SELI ga li 3 VP- J VP_ Il 33 82 33 �- VP_ VP- PAINT PAINT 33 PAINT PAINT�� -• PAINT ■_.- PA NT r ��PORTLAND, DREG PANT GJ GJ GJI GJ` GJ GJ CJ - v • Cr om TO OF°EN OPEN _ i � °'I` 3.i TO Ib lil II' 6E 3 3 1 I I 98 41 33 J° °° 33 BEYONC�,. - VTB-"- 00 � �, , _ __- ------ - -- - 44 � 1a�1 I��1 1i��1 RUBBER H �� FINISH ENDS 41 42 �a C3; 41 3 BASE, TYP .� 2 3 41 L� ® o �� ��l �u� �� I �J ��� 2 3 BASF, TYP NOTE FALSE- ��g1' - 33 33 I 0 ® ® 2 33 �33 1 NO NOTE. FOR ADO'L RUBBER WORK THIS AREA 1 BASE, TYP EE 93112.1 8� SECRETARIAL 20 6� VICE PRINCIPAL — 19 r3i� MAIL — 21 22 BOOKKEEP�� — 22 _ ;- 1/23'. I'-(d' 1m.� I/8'■ I'-0' �t�.2 1/8'= 1'-G�' pro'-m' II \ Z Gi,IRVEp RI 9.1 f r 33 ? l VP - PAINT--,-- -_2m:C3la YP� II MIRROR Ib PAINT ' GJ I IS - CJ PAM VP - RETURN III 33) ~I 33 26 i'} " ' F " OPEN T --' _ - r BET"ON GALLEY • PAINT . PA41NT SPLASH l�ll`` /� 33 t't:' 64 TYP iil"� � ® PT A T, ISP n r I 11 2 $ � 4 ° U D SP.SOF I p '' ! ° 'I EXISTING' 2 41 4 -RUBBER � � � � ® 42 41 � � BASE, T-1 P CURVED � 4 TOILET r 33 33 FOR CABINETWORK TLalB a a 2 41 NRCFRIG. ® ®® ® BASE, - 39 BABE, TYP O O 0 --- CAB E 33 AREA SEE /� Q � N �' 0 ,3 WORKROOM — 26 s3 TOILET — 24 s3 STUDENT STORE — 28 z cv d 1m2 1/13'• I'-m' __._ 1�2 1/8'■ ,'-?>' I>�� l/8'• I'-PJ' � a 0 0 a ° \ caD p m 0 � a u 3.3 Z5 HEAVY TIMBER FRAMING - STAIN V w 3 4 I 7 9 g C D E F PAINT METAL CONNECTIONS --� o 25� � HIGH BAY LIGHT FIXTURE HEAVY TIMBER TRUS. - i 33 TYP. r STAIN WOOD, PAINT M TAL, TYP 1 m' 3'-b' 3'-b' T�-m'+ EXPOSED_ E / T.. 779TSTALIN,TYP _�-.- - -- -F- - - - - - HIGH BAY u ►� w � M,, TMP � TYP r t25) -,IL_ (p1� CJ P3' P3) �� ► _ VP - VP - 45 ., ci �- . W q `-_3' , �� ` PAINT PAINT SKIM GOAT PLASTER 45 �� I RI RI Rl --" —� 51 33 E 51 X21 21 VP - FAINT 21 ON CONC - PAINT V VP - O O 21 CJ CJ_ �{ 33 Cr 33 PAINT 5; 33 CJ CJ GJ CJ CJ GJ �3� 1 q8 \33/ 21 - - GJ - - ..J GJ o CJ -F - qg GJ U - 33 _ O 1.5 C J CJ a --_ ==6 �3 O --- - 6 ,. TYP` ., I � C 2ry 26 GJ L_�� GJ TYP 1 W l-_JI� 9.1 CJ _ GJ PEN -- _ - \ OPEN 9 \O _ 33 GJ J __ '� El OPEN / PEN - - ----�- �--- i n � 1 � � � TO - I LL__ r ++ 8� B Y /CEYONC YON \ r ry BEYOND GO IC CO_ 41 *GURvEp4 5 T �i1RVE� -CONC. COL 41 CONC COL URVE BEYOND_" . SEER F, CURVED BE`r OND _ \ DIS AY SE 2 PAINT,TYP 33 ON CONC,CONC, PACOAT LABTER PAINT 33 33 NT PAINT, TYP x , GLASS MASONRY UNITS H.M.FRAME 1� 6 25 HIGH AY HEAVY TIMBER FRAMING - STAIN WT 9 8 7 3.3 f G F D LIGHT BFIIXTURE- C 2� g PAINT METAL CONNECTIONS TYP 33 ^ 1 VP - HEAVY TIMBER TRUSS - i �'-m' 3'-b' 3'-b' I'-m' �� ANT HIGH BAY STAIN WOOD, PANT METAL, TYP- (r- ' EXPOSED O LIGHT FIXTURE CJ - - ..J -- - SAI TYP " + 4X10' ►,' SITAIN, 1-4 TYP - PI PI ~ = `I - ... ' - GJ - - -J =�! �F I r- 1 PI _. Pz _-iy' _ CJ CJ 33P VP SKIM COA7 PLASTER f/ \ u l mss; � ij l ` T. O t A 45 r _ L_J_-- �_� VP J -PAINT �I , HVAC �r _ -- 21 ON CONC - PAINT $1 - VP - PAINT �- - A ' �� J Z 4S - ' 33 INT 21 21 GJ CJ SPGR 9 CJ \ - 6 - 33 CSR{LL i" PA [ _ 3 c�2 33 33 �+ i 21 �' _ 33 W__.._. 7 P. GJ 52 ' l 33 48 33� PAINT CJ 48 92 ® - -- -- -- ---- in - '15 GJ ® © 15 82 r GJ 26 82 _ --- i �P CJ p COPEN 1 OPEN,/ OP1N/ I) -- - _ t~+-,; ►-� 9 -- - - � ® - TO BEYOND 6 r o '�� EYONb / EY \ B Y �5 (� 0 z. 33 ° -= BEY ..JL _ .__ OND I° - ° -- U GURvED V, 41 GU —o CEYOND DOORS AND 4 �J -'� ��P NT, TYP 33 SKIM GOAT PLASTER ►.�1 GONG COL CURVED CsEI OND CURVED - - RVE SK COO PAINT b 8 33 PA NT COL t~+-� -� 0 L _WINDOWS _WINDOWS 3 L-w0DO AND PAINT, TYP WINDOWS --- ----- BEYOND BEYOND Q BEYOND BEYOND 58 cn � oW .* COMMONS — 30 e A COL 21 33� GONG VP _ 21 21 V' - 51 PAINT PAINT 33 33 33 P�IN7 33 46 - -- - - --- J 33 -- - - - CJ EXISTING ( � -^ - - - I - - --- N QPET�%`/ :t r/PAINT EX CONC%. OPEN -- CONC WALL l l TO - \ III 1 f SKIM GOAT TO } PAINT 41 ( BE OND _- BA'f'ON 33 PPAINT - 33, ,I EYp BEYOND I \ J RUCURVED BEYOND _-__� RUBBER RUBBER SKIM COAT B qi\ _ SKIM GOAT PLASTER 4 BASE, TYP 2 ZI 4 CURVED BEYOND BABE, TYP CONC COL --- DISPLAY GASES EXISTING DOORS BABE, TTP FASTER ON CONC CCL 2 ON CONC, PAINT PAINT 8.1 AND FRAMES C ONC - PAINT PAINT -BABE, TYP PAINT 7 ENTRY — 1 _ 58 ENTRY — 29 1m2 I/8'• I'-0' GENERAL NCTES: 1. FOR CABINET TYPES AND DETAIL REFERENCES SEE 48/12.1 2. FOR W,NDOW TYPES AND DETAIL IFFERENCES REFER TO FLOOR O • PLAN ,V4D SEE 68/8.1 3. FOR DOOR TYPES SEE SCHEDULE NOTE: CJ CONTROL JOINT SEE DETAIL 45/33 I u l IRI-i,411 PD/PHASE 2 bb 70 e0 50 40 so 20 10 26 OF hb . .. I LEGIBLE THAN THIS NOTATION I I I I I ` I I I I I I I I I I 1 I I ` I ' S l l l l j 6 I I I I L I I $� I I �I I I V ( 10 I ( III 11 -III" 1 g I W 1 Z 1994 ' II•' THIS DOCUMENT I S Lia55 T f l I I I I I I I I I I I I I I I I I I I I llrl 1 - CII I I f 1 1 f� I IIII 1 f I�' ` ___-_ APRIL t3 1 TT IS DUE TO THE UALITY OE•' -�- - No]e THG ORIGTNAL DOCUMENT. I 1111v LZ 9Z 9Z 6TfiL,1-1411 F'mll, T19,1111 Li -9i91 61[ - E� LiTGN � L �Illhlll I II IIIIIIIII IIIIIIIII IIIIIIIII I►III►►II III►II►IIIIII►I►Illll►Il►IllillllIIIIIII IIIIIIIII IIIIIII IIIIIIIII IIIIIIIII 11111,1 l lullllll 1 90 so 70 60 50 40 30 20 10 0 CHAR[ 3 SILII CLOTH COVERED CLOTH COVERED PERFORATED HARDBOARD SKIM COAT 11 I MINE PLASTER ON -14 CLOTH COVERED PERFORATED HARDBOARD PORR D, ON RAL BOARD I EXISTING CONC, FAINT GJ c GJ CR I 33 1. i ii. C j CJ `LR OF VP - PAINT A 1 41 SIM RU55ER BASE 2 ON FACE OF SKIM COAT RUEIB,El� 5ASE RUBBER BASE COVERED BOARD PLABTER ON 4 ON FACE OF 2 5KIV COAT 41 RUBBER CONC, PAINT COVERED 5014RD IllILASTER ON 4 BASE, TYP CONC, PAINT 62 PRACTICE 34 32 ENSEMBLE 35 10 I/a.. v-0- �3 -1 SKIM COAT SKIM COAT SKIM COAT SKIM COAT CLOTH COVERED I PLASTER ON - 7� PLASTER ON PLASTER ON -- ICL OCK 4 PLASTER C+4 - 11 PEWORATED HARDBOARD MINERe-1- BOARD I CLOTH (�OVERED CONGO PAINT CONIC, FAINT I CONC, PAINT INTERCOM CONC, PAINT IS D33- VIP 2 -VT5 vr5 PAINT it RUBBER 41 FOREGROUND FOREGIRC)UND I RUBBER J 5K'M COAT 41 2 BASE, TYP 4� BASE 2 (�) RUBBER BASE 3.3 PLASTER ON 33 ON FACE OF: 4 CONC PANT COVERED WARD wz " 73 TE-Alk.fHER'S PREP 36 23 PRACTICE R%^.If^WM 37 z 10.3 0 41 04 111. 0 3ACOUSTICAL Z PERFORATED PERFORATED PEFa;OfRA HARDBOARD PANELS ACOUSTICAL ACOUSTICAL HARDBOARD PANE,,�, --,ACOUSTICAL TED ACOU6TICAL L4 WALL PANEL WALL �;;3EM PANELS WALL PANEL 0 EQUAL WALL PANEL WALL PANE _ I ---EQUAL——- VP - PAINT �-----VP - PAINT EQUAL EQUAL_ RAGti /FURR- FOR PIPE PAINT - A. CONIC. - AINT, it L LS VP - PAINT PAINT La CLOCK 4 VT15 IINTERCOM 21 21 VP - PAINT— sl --,,.v 21.1 cr 33 v I6' MARKER BOARD 66441D 3.3 lit Lt, I W4 U) ot4n 12e ad-A-1 30 —CO 4 42 - / - - -----2 a(Kr-.1)- 9.1 61.4sd BASE, TYP 3 4 oP4tzi,46-fp,x,"r .3 SEE MECH. 4 LADDER FOR SIZES 95 CUSTODIAL 33 BAND ROOM — 39 NOTE ANGLED WALLS �3 0­4 EXISTING WALL, DOOR VP - NEW ExIT PAINT -AND FRAME PAINT I NEW VIP - FAINT EX WALL SIGN FAINT -j CQ II 26 ci NEW & RUBBER EXISTING WALL- EXISTING WALL., DOOR, F71 NEW BASE FAINT EX CONIC SAND FRAMES - PATCH RUBBER VP - PAINT VP AND PAINT BASE 4 5 PAINT WALL,PAINT F.4 PROJECTION NEW RUBBER NEW RUBBER BASEtj BASE 11---4 ;::%" .5 ISEYONDFRU15BER NEW DOOR IN C) E:4 2 BASE, TYP 33 EXIST.FRAME 4 Dj (0 fA - PAINT Z 0­4 = 0 CORRIDOR 41 0 "cps ��3 Ln w p z, 8 z;D' 14 CONIC CCL - VP CONC COL - VP - CEILING CONC COL - PAINT-] VP - PAINT- [PAINT PAINT VP - CONC WALL FAINT C3.1 3-3 PAINT PAINT BUSP, V.P. VP - DUCTWORK PAINT �3.3) SEE MECH PAINT 0 CON( WALL Z BEYOND PAINT -PANELS, 6W li'-rrCHI00�4 SEE ELECI L1 I IL J RUBIBEF 0* 'Af V L.Wow. BASE, T-P -N DWGS FOR 'L WORK vp - 'rH 1`5/11ge^ 33 C>- T1 ,- PAINT E-4 rz. It BeUBBER RUBBERRU ER j u—"D41 BASE' TYP BASE, TYP 4�l RUBBER C 2 "R 4 33 BASE, TYP 2 PAINT r-uRvEp BEYOND RUN BEHIND - DUCTWORK 88 KITCHEN 32 PREP 31 7 GENERAL NOTES: 1. FOR CABINET TYPES AND DETAIL REi7FRENCES SEE 48/12.1 2. FOR WINDOW T'T'PES AND DETAIL REFERENCES REFER TO FLOOR PLAN AND SEE 68/6.1 NOTE: CJ CONTROL JOINT 5EE DETAIL 45/33 3. FOR DOOR TYPES SEE SCHEDULE 0 • 9.3 ",lot r�j)/PHASE 2 d0 70 60 5001B/21/c�l 77-7 OF 66 40 so 20 10 IF THIS' DOCUMENT IS LESS -trtlill 1111111 1111111111 1 jlijjl 1111141 111111111111111 11111jililijill 1111111�ij I LEGIBLE THAN THIS NOTATION, APRIL 28 1994 IT IS DUE TO TIIE QUALITY OF No 36 THE ORI(;INAI, DOCUMENT. 9 st zi 1.�T­of 11111" '111 ill 11 ItI1111017,11111,1,1 1111-111�11111ii LT 1111i, 11111111 1 Ill I,till I I I ill IIIELL 90 a0 70 60 50 40 30 20 10 0 PAINT PLASTER 4� / FASCIA/SOFFITS AND 41 SPR!NK; .ER PIPING - _ LOCKERS IN RECREATED �� N PATCH IAL_ TO ABOVE / LOCKERS IN RECREATED 15 LINE OF Ex05TNG CEILING PANT p OR V.P. SURFACES FA3GIA/SOFFITS ANG WALL RECESS VERIFY WITH REFINISH EXISTING RE. - -WALL RECESS - VERIFY WITH E� T FINISH) WOOD DOOR FRAMES -7 ' SPRINKLER PIPING - EXISTINCa CONDITIONS - --- - --- -- ---- --- PES a , �WAINSCO, (NO NEW CEILING OR ✓.P. SURFACES / _ - TYPICAL CORRIDORS PATG , WALL .O ABovE LINE OF SUSPENDED CEILING - EXISTING CONDITIONS NEW CEIL IW. PLASTER ----------f ----- ---------------------- -- ----------- ----------- - -- --- --- --- - ---- ---- ---- -- -- - - __ —� `_ _� X11 I I 49 �u ---- --- - oP5N I I _ _IL III • u d to II IIII II. T T AL 49 I t 4 1 341 33.3 ! 3 11 A I CORK GOR l' �. CORRIDOR '3' I I I 1 RE"1O/E ExIStING P_�:5'IC CO'tRIpOR " 3.3 SIM I _LAMINATE WA''SGOT- - 5.:_ ,"GE - 33�S I, �DOUR AND RELIGHT FRAMES I 63� S!^^ c 'COT ~33' PATCH WALLS 4 SOFFITS TO EX AS£ (NEW AT ALT. Noi 33 UNDAMAGED ANELS -OR PATCHING �En BASE NEW AT ALT. Not) MATCH EXISTING ADJACENT OTHER ARCA r li_LOGKER6 11 LOCKERS 9 LO—_ C� 21 LOCKERS 14 LOCKERS 15 LOCKER6 C®BRI®©R ,� _ ---- _ AA��-�� CICIHIIS . SE t� - - - - — ---- V F:OLL-UP GRILLE AND FRAME _ 48 tJl PUKTIAND, ukEGO PATCH WALLS AND SOFFIT y`� 'r �'' =4•✓' ! yr� c' 'E� V.P. AND P. LAM PAINT T �.�T,� TO MATCH EXISTING ADJACENT ��rlwurb T T MATCH OR PLAS ER I T Ly� LINE of EXISTING GEIL NCs DOOR AND RELIGHT FRAMES -- - -_ - 9/y� )s':rl •�Sf'Y� / LINE OF SUSPENDED CEILING - EkISWAINSNG ADJACENT vP. SURF.:CE RE!' FASCIA/SOFFITS AND `� OF O� /� '1115" EYISTImil /*INFILL WALL FRAMING TO MAT __ /T - --- ----- --- }`-+�f`=-¢� / /� SPRINKLER PIPING - - WOOD DOOR FRAMES - -- EXISTING ADJACENT PASS-THRU WAINSCOT (NO FINISH) O 90vE EX. Er • /'WINDOW - ' `� NEW CEIu G - TYPICAL • CORRIDORS A L - i1 t P,rw 4.11: wl7e. _ -- _- P_i ------ II ;.i.' rG �1� I�_ �r o - �yi� --- - T� UTa� i I i - ---- -------------------- ---- �� DIF. .------------- I t 11 'll•• I _ •r E� i _ --- � _-.�-__.._+ j' _i -�- --- -- � '• - � 26 .. .-. __.---_ - - -_ - / ----- ------.—___._----- --- � __.__ � _---_ - II r- 11 .4'1 ----._ _-._------- - JIi - a p a it II I 1 I II -V.P. s ALCOVE - - -- - - - ----- - VINYL WALLGOVERING _ REMOVE EXISTING PLASTIC - - - OVER V GYP. BD. ON 33 --LAMINA E WAINSCOTE - SALv.:GE UNDAMAGED PANELS r-OR PATCHING LOCKER ALCOVE XI6 BEYOND Ex BASE (NEW AT ALT. Not) EXISTING STUDS ------- - - - x" OTHER AREAS. 2 91 CO�RRI®®R 'A' I * ORI V.P. SURFACE -LINE OF EX15TIG CEILING � W � REFINISH EX18 INC � (SHOWN DOTTED. _INE OF SUSPENDED CEILING WOOD DOOR FRAMES EXIWAINSCOT (NO FINISH) / IEy WAINSCOT (NO FIN!614) /r EXISTING LOCKERS N W N - T'r'C L � CORRIDORS _ -- - 1 ---- - ----- O 1 - - OPEN I I I I l i LII 4 ll I iI! 1 II —.-.- +I 1 ORRI�ORS '�' it _CORRIDORS '2' 4 '4' I EX\BA5 (NEW AT T 1 �., ORRI AOR "' DOOR FRAME - PATCH.' a v E E ALT. Nal) EX DASE ANEW AT AL'. NoU a 4 WALL 4 RASE TO MATCH \ EXISTING ADJACENT 93 CORRIDOR 'B' 3 (T^I o PAINT PLASTER LINE OF EXIVING CEILING REQ FASCIA/SOFFITS AND OR V.P. SURFACEel- REtINISW EXISTING �� FASCIA/SOFFITS AND V EX WAINSCOT (NO FINISH) ! gF'RINK:-ER PIPING - \ - WOOD DOOR FRAMES L NE OF SI:SPENDEC CEILING - EX WAINSCOT (NO FINISH) 7 ' SPRINKLER P!PINC' - PATCH WALL TO ABOVE % - TYPICAL * CORRIDORS \ PATCH WALL TO ABOVE _— NEW cBEiLlrx,._....__ ! W c I I _ W _-- - - - -------------- - - - - - - - - -_--- -------------------T------- ----------------- - --- 11 1 I P OPEN 1 1 1 1 O EN , I I I I E -- ---- - ( _ OPEN H �� I 14, CORRIDOR "' r, CORR DOR '2 CORRIDOR '3' W 3 2 � I(RR�DOOR AND FRAME - 'EX BASE (NEW AT ALT..Nol) PATCH WALL TO MATCH E� T EXISTING ADJACENT X)BASE INEW AT AL..NOV 4 rS3 CORRIDOR -B PAINT ALL PLASTER CAIN* PLASTER OR V.P. SURFACES_ OR V.P. SUQFACES REr-INI5H EXISTING NOT OTHERWISE EX WAINSCOT (NO FINISH) - WOOD DOOR FRAMES %E�X WAINSCOT (NO FINISH) FINISHE= (X /- / - TYPICAL CORRDORS �WAINSCOT (NO FINISH) u I \• / If I � RUBBER BASE 1 I 2 3 p., o 5 95 CORRIDOR 'D' _ ►-a z 55 CORRIDOR '�i' 10.4 O DOORS, RELIGHTS AND O � PAINT PLASTER P-4 OR V.P. SURFACES :ROI Exl1 SIGNS �. II V.P. - / O PEXWAINSCOT (NO FINISH) ,:39 PAINT III IIa ' O ♦r'1M, OPEN 4 1 III P n, l 0 E -�REt� - t E c a l III p 11 -LOCKERS 0.i III ; I II L CORRIDOR 'S ---- - — . RUBBER BASE C:ORRIPOR '4' 41 �3_ � i 2 3 33 r 33 ' y 4 II LOCKERS v O re5 CORRIDO I 'D' �2& LOCKER LC®VE 1m.4 � a o W d E" � =AINT PLASTER U C7 OR v.P. SURFACES REFINISH EXISTING Te�4 WOOD DOOR FRAMES I�WAINSC=OT (NO FINISH) V �' TYPICAL i CORRIDORS NOTES, LEGEND 9� CORRIDOR V vEk BASE (NEW AT ALT. Nol) 2 SEX EXISTING t0 REMAIN - REMOVE Ex1ST'NG 7 10.4 I/8'= I'-©' PAINT PLASTER OR V.P. SURFACES �i WOOD DOOR FR MES - REMOVE ExISTING - RETURN TO OWNER WAINSCOT (NO FIN'SNJ _ tYPIGAL 0 CORRIDORS 1� - RELOCATE EXISTING 7_1 EX ER EXISTING RELOCATED � 92�r,''lp4 PATCH TO MATCH EXISTING ADJACENT Ex 8,45E (NEW AT ALT. Noll -/ el CORRIDOR 'E' 1094 d0 70 so 50 40 3r, �9/27/yl vI r)i 1r,wm F'ft/FI�F15F: ? 20 10 '•'H nF 6E IF THIS DOCUMENT IS LESS TSI ilI 111 1111 !11 III 1111 I IIII III111 -1(T �1111111111f I III III IIITrIIIIIIILEGIBLE. THAN THIS NOTATION, I II I 1 3 � 4 I I I I j I 8 10 11 1Z� APRIL 201994 �Ill I _ �I 1 - - IT IS DUE '1'O THE QUALi [`Y OF - - � N.36 �•�'�;,.•..• ,,�.:�tr.»i� THF ORIGINAL DOCUMFN. . rr toll BZ Z 9Z 6Z E Z [7, (1Z 8[ 81I Li 9t 9t 6t Et ZI ii��I���� l 18 9 IL � 9IIII�IiII IIII IIII IIII IIII IIII illi IIII�IIiI Illi IIII IIII IIII !III�IIII IIII IIII I! IIII IIII IIII IIII�!IIIIIIII IIII IIII IIII IIII II IIII IIII IIII !1111!111 ull IIII�IIII Illilllll llll1llll lll,lllll�l(Illllllll,.ilEll illi Illllll l llll�lll III�IIIIIIIIIINIIi 90 so 70 Go 60 40 30 20 10 0 INFILL ALCOVE WITH V.P. REMOVE EXIETING ROLL- REFINISH AND PATCH UP GRILLE - PATCH SC`FF17,-- REFINISH FX15?INC WAIN$GO'* 4 BASE TO LINE OF EXISTING CEILPAINT ING PAINT EXISTING H INSCOT TO / WOOD DOOR FRAMES MATGN EXIST. ADJACENT PLASTER OR NEW ; VP- - MATCH EX SGNG ADJACENT AT CORRIDORS / LINA OF SUSPENDED CEILING V.P. WALL Will. DOOR 1 FRAME ? o T -- l / I 7— ` I F (E`X, �tl'I.AJ D, prd- 1ION OF 4 I EX DASE - (SEE CORRIDOR 'B' 41 EX>WAINSCOT (NO FINISH) ALT. No.l) 33 9+ CORRIDOR '1' 125 a'n I'-a' 1 1 Y" AT CONTROL DOOR REMOVE EXISTING ROLL REMOVE RELIGHT WALL - PAINT 1 UP GRILLE - PATCH WALL, REFINISH EkIS?INC PAINT ExISTI"1G REI FAS NKLE FFIT AND LINE OF EXISTING CEILING AND INFILL AND /� BASE AND WAINSCOT TO WOOD DOOR FRAMES PLAcTER OR NEW SPRINKLER LINES 'PE'WALL MATCF� EXISTING ADJACENT V.P. WALL PATEN WALL ?o ABOVE LING OF SUSPENDED CEILING REMOVE EXISTING / SUSPENDED CEILING DOORS AND FRAME �� - - -- --- --- :. --- ------------------------------- - _-- ----- -- --- ---------- - -- --- --- ----------- -------------- -- - • r o r WAINSCOT _ _ s N - - 1 CORRIDOR '@ VILY L GORR DOR 'A' "41 F 'E>)< BASE - (SEE 430- EXISTING 411 \ INFILL WALL, BASE AND EX BASE - (S-E EX WAIN5COT (NO FINISH)2 WALLCOvERING 3j r 1 `WAINSCOT TO MATCH ALT. No.l) ALT. No.l) ADJACENT 91 CORRIDOR 11' 2 LINE OF EXISTING CEILING RELIGHT AND FRAME c0 REFINISH EXISTING PAINT EkISTING IRE FASCIA/SOFFIT AND / '`'M1E) PATCH TO MATCH ADJACENT � � P WOOD DOOR '' OR NEW SPRINKLER TINES - It PLASTER WALL SURFACE O AT CORRIDORS FRAMES / v.P WTA_R PATCH WALT TO ABOVE 59 LINE OF SUSPENDED CEILING- 33, T, � c SUSPENDED CEILING 3.3� _ __ - CEILING PREVIOUS It - __ — -- -----. ._._. -- ------- - -- -- -------- - - - - -- - GE l NG L.NE ( N ACOUSTIC PANEL r'1 W N — -- - �- ----- -- - ------- ----------------------------- - - - - - - - ------ ---- -------------------------- - -TEE GRID CEILING ^ \` OPEN -I� - Cxl X� - E ^- - I •' = ER ALUMINUM PLAQUE -- -- - -- ------ L HM FRAMED o --- ------ --- RELIGµT ✓ - CORRIDOR '!'� 41 VINYL WALLCOVERING - - - ------ - 41 ��RUBRBP�R BASE AT E>WAIN5C0T (NO FINISH) s - - - -. E) BASS No.)SEE I 93 I a 0 1-33� u LOCKER ALCOVF `a 9� CORRIDORS 7 AND 'S' W 3EINIS+-I EXISTING RE' FASCIA/SOF=T AND RE VENEER LINE OF EXISTING CEILING PAINT EXISTING ) SPRINKLER LINES - / WOOD DOOR FRAMES /1_mLAS7ERPLASTER OR NEW PATCH WALL TO ABOVE r' AT CORRIDORS II %' LINE OF SUSPENDED CEILING v.P. WALLE a SUSPENDED CEILING ' 33. --------------- E[� 'A� (O, N ------ _ — — -7.. aD33 — CORRIDOR - - -- - - - - - - - - - -- OORRRIDOR 'B' ---- 41 ~3 � EX WAINSCOT (NO FINISH) 33- U I 2 a � -- 22 LOCKERS --- rn p 4 N 93 CORRIDORS '2' AND '5' lm5 Iia'. r-m' • 4 PAINT EXISTING LINE OF EXISTING CEILING REFINIS1 EXISTING PASTER OR NEW --� -WOOD DOOR FRAMES '-v.P '.JALL OR SOFFIT LINE OF SUSPENDED CEILING AT CORRIDORS WHERE EXPOSED OPEN --- - _.. --- -- -.., - - - - 1�1 E _� - �y E E _ - -- - -- CORRIDOR 'B' E BASE - (SEE c M 41 `EX WAI'J:,COT (NO FIMSW ALT.No.1) 33 E- 5 CORRIDOR '3' A +O5 I{b'• I'-m' r, REFINISH EXISTING W Q `-LINE OF EXISTING CEILING PAINT EXISTING _WOOD DOOR FRAMES PLASTER OR NEW AT CORRIDORS a / LINE OF SUSPENDED CEILING V.P. WALL OR SOFFIT WHERE. EXPOSEDO 1.4 '� ----- - -- E U z O OF4' - - CORRIDOR 'A' �`E BASE - (SEE EX WAINSCOT (NO FINISH) CO�IDQ�p' ( 41 2 ALT. 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I' o' Itab va'. r-m' t 1 Imb I a'• I o' �/ACOL'STIC TREATMENT /ACOUSTIC TREATMENT VG_ FIR 5_AT PANELS ) ACOUSTIC TREATMENT 1 RE /ACOUSTIC TREATMENT TO BOTTOM OF PLASTER SOFFIT TO BOTTOM OF PLASTER SOFFIT STAIN FINISHrA5TO BOTTOM OF PLASTER SOFFI' TO BOTTOM OF PLASTER SOFFIT it 5' 4 x 4' X l' IC AT OfnR 4I C PANELS /STAN FINIS HSLAT PANELS /I 1 VG. FIR -1 r- -- - - - SII / PANETIC FACED END TRIM ( I I •HIS WAPLL ON � CANIVOW �,• •' 1 I I 39 I I ' 331 SHE' WITH H GOAT _ �f= AX'l '� _ V f' - PAfNT i 33Is F ^ D 801 I u "- T PATCH AND PAINT- - ____-- _--- ' yl ROD ON BRACKETS ` I - / �r PAINT (Rj,]MIR}COR -------------� -----T--- ------ =`---- -.,--- -�` I 1 1 1 I 1 'IN I •/ �' -J ---------------- ___-_. I j j I �pAT�H AND PAINT --- - - 1 - - - -- PLASTIC, LAM - I t T �HC LAv - 1 ----C-------� 1 � REPLACE EXISTING I I I I WAL_ WITH RL /�E p y --ON 3.3 / CARPCT AND BASE r i i i b3 i 3Y3 l I j !!� li f 1.: "b Ah vint1 Lv).L 80AP. 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I 6 Itl TZ ll Z 1IIIIIII IIII111IIIIIII IIIIIIIII 111111111 IIII`IIII IIIIIIIII Illfllll{III{►{III IIIIIIIII lullull lul�lul uullul liulu� a ullluu ul I u{�i� IH 1I1111111U{llll{IiIIIIIIHII 00 so 70 eo 50 40 A0 20 to ° i-1 W D FINISHED TOP ~ r FINISHED WOOD GAP _ A-I 3b 30 24 ADJUST SHELVES Cr'7 CHARGES E. �E' FURRED BACK ------ - - ----- � � FINISHED SIDES T FINISHED WOOD CAP �"J 36 36 24 DEAD SPACE - - _ a _ D uBT , POR1l.AND, ,ON .- - ` FINISHED 4' RUBBED • - t�A-� 29 30 18 W (p SIDES BASE P. LAM. _ 1 RUBBER BASE A_ "9 30 24 �` - � wa-1 30 30 12 a�� • W - (WA_� 30 36 12 !y L� O lVV7 I I I I I 2111 4' RUBBER /iv KEYBOARD DRAWER "N �,� 3b 42 24 `a V 1' _ BASF Q ) Ql 1 2X8 FINISHED /r`WOOD CAP EASE CORNERS BASE CABINET- BA -- 4 1 9/4' \J r I®I ;iI WOOD CAI+' P. LAT-1. ' - • P. LAM. � 1 DEAD SPACE / FINISHED 11 - VtB v I WA -7----T-I-- DEAD SPACE ` SIDES -- -x - _ 51, 36 36 24 WALL CABINET - 2 I I I B-? 32 36 21 P. 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FRONT a' RUBBER BACK BASE SPLASH SEE INTER -r U w r I I -- - SIDEo BASE ELEVATION I `R FOR DOOR � . 24 . �-� ` - FIXED ROD W/ TA-I 84 48 24 �pE-1) 36 IISHELF W G - -- - -- - SWING SHEL CpE-?? 29 24 A FINISHED SIDES � a 3 B RIBBER 53 ISLAND STORAGE SHELF r - AT EXPOSED LOCATIONS DEAD SPACE _ O BASE I ADJUST ' -- - --- - - 12.1 v 994 KEYBOARD DRAWER PRO�/I DE TWO �2� T+�US --RUBBER BASF "' � � LOCK 121 � W L2121 DENCE STAl10N ��� TO Flt -- RIBBER BASE W AlATTE BASE CABINET: BE a TALL STOR. - TA 4 2'-©' LOCKS - 4' r LCh R LIGHT FIXT PLASTIC SEMI- - FIXED VERTICAL TYPICAL 4 CIRCULAR FLOUR RECESSED PULLS -PLASTIC LAMINATE COUNTFIR \ // FIXT AT RADIUSED CAB. TYPICAL �' _-. AT 36)HIGH TOP DRAWERS N �U D DIVIDER FINISHED 70P -- - -FLUOR LIGHT FIXTURE PETICIL WHERE (pF-1� 36 24 0 D 0 0 ' .,\ -P LAM DRAWER�'- - OCCURS . _ 29 24 - ADJUS"i. SHELVES D _ ADJUSTABLE �- -- 4 f 33 85 �GLA`38 SHEELLD - -� 29 • 0 �FILE -----.� FINISHED FINISHED SIDES `78-1 84 36 24 (133 0? 12.1 Y — - WITH 6 STANDARDS DRAUJER SI E = F-4 32 14 21 r AT EXPOSED LCJGATIONB TB-� 84 48 24 4'-3 3/4 �J / PER CABINET •� s a -. ai in J PLASTIC LAM TYP. 'W _� J-1 j/4, 12 4 12 G' 12 /4' 12 4 FINISH EXPOSED 3 RUBBER SIDE 3 _INSIDE THROUGHOUT AND i4' TEMPERED GLASS BASE OUTSIDE AT DOOR SIDE SECURE '' IN HARDWOOD FRAMEVERIFY t0 FIT NOTE: SEE INTERIOR ELEVATIONS b,y• - ---_- ELEVATIONS FOR LOCKS ~ v A 4 MAIL DRAWERS _ CASE TO- AND STOPS FLOOR BASE CABINET: BF -___._.�.�._._ _.._ _._._. .___,-_--__-�_____ [ `-RUBBER BASE � W _-�, RUBDER BASO ��• FINISHED f- SECTION / END TOP AND _ '/4' TEMPERED GLASS 1/2' ' I'-0' H W D �1 1 DISPLAY LIGHTS IN -P LAM COUNTER TOP �1 c _ HARDWOOD , A TALL STOR. -• TB n ' I STOPS PAINTEAND FRAMES '�� 'GLASS -1 29 3m ISO y i- ADJUSTABLE SHELVES COUNTER ^ TOP �� 29 30 18 w O - rzlF, r - f- -- -1 WHERE G - --1 OCCURS G�- b� OD 18 z-, _ -_-. -- 29 36 18 FINISHED TOP E • LABEL HOLDERS - �� FILE LATERAL rl �FINI`3HEI) Z9 33© 18 �Uy TTP AT EACH __-- - - ---- --- __ DRAWER SIDES ��- ' ` _ - ADJUST. SHELVES W p A 1-4 MAIL DRAWER ERE _ 0 LINE OF 85 STORE DISPLAY CASE 1 BASE R ^, W XPOSED OA OF TYPICAL 4 AT 24- TOPS, RCABNET ALIGNR TO WITH FACE - ` (`' 24 ~ COUNTER BASE FINISHED SIDES (TD-I i 84 U 12.1 I/4'■ I'-0' �J VERIFY TO FIT, EQUAL BAYS AS SHOWN r W A BASE CABINET: BG o Qj C -OUR DRAWER HIGH WHERE SHOWN p- 10 I6' • VERIFY TO FIT � ►Z -_ ---- .W ` RUBBER BASE 0 L) U E L E V A T 1 0 BIR — 15 k--- INI5HED TOP O 96 MAIL BOX: MB 1 P LAM - _ — WHERE EXPOSED-, TALL STOR. - TD FADE SEE INTERIOR r� ELEVATIONS ROD AND C 1 "• 12.1 I/2' • I' - 0' __ - - __ - - _= SHELF -_ -_ FiN15HED SIDES N W D FINISHED TOP ..?:' WHERE EXPOSED- r M� 0 ADJUSTABLE 5EE INTERIOR / -SHELF `0_4 U ruj P3HARDBOARL - - -- - -- _ �- - - - - 5 (ELVES ,r ESE VATIONS C-) im 36 30 N W D x BOTTOM __.__.___,___._-.-_ e -- -- - - - - - 4) 'LOCK HANG ROD A 0 _ _.-. - � 1,1 84 48 24 �1 � � w --- - w RUBBER BASE r- \ / i••� 1 o 10'-8 1/4' __...._.._..,. IL- - - FINISHED SIDES �i4' 12' •'4 12' 1/4' 12' -"V 11 4' 12' Di4' 12' ��4' l2' s�4'12' 3•4' 12' 34'12' bV2. r�C AIL DR WE S E - � FINISHED �. TALL STORE TC 10-4 A�+ A I / I •-- -,COP AND ��aa WRUBBER BASE SECT. � - END - - -- C;%%NTER Top TALL STOR. - TE �I'■ V-01--- WHERE HO04 N t� { DRAWER SIDE OPS ENDS 1 - m �- LABEL HOLDERS - Bg9F H-I 30 24 24 TYP AT EACH C ADJUSTABLE - -- * N-2 30 30 24 MAIL DRAWER f _SLOT FOR SLIDER SHELVES • �' QTRIP3 _ (�IJ-� 36 30 24 w TL.' HARDB°. OPEN STOR: BH � . LINE of Q COUNTER SECT. u � I'• I'-0' E L E V A T 1 ® NDRAWER DETAIL b992 t'J 12 I rwMAILBOX: MB 2 w 4 I/2' ■ r - m' 4,g CABINET I �('YPES DI1"IENSIONS AND DETAILS AS INDICATED UNLESS C.�TNERWISE NOTED 12.1 12ol 12.1 ■ !' 09/21/1V �Oix� ,1,1 pl.11�Iir1M FK'G/F''HE+SE Z 80 �n do 50 40 30 20 10 :ate«..: -nsnvnr�n.enx....w.nw......,....,.,.., .,..«w•.;.mnc+z�a+!�wnrsvrwe.m+.-., : 1'>i'.lfi 7".: 9"'"'"';,'x' :. e.y _ �.. ,�-,. ._... ru.. , 111111111111111111111 III III1�111 I - I S III i t I I 2 I I ! L 1 1� I I I I I I ! 6 1 I I lA Y 7 I III 8 I III IB 10 1 11 1APRIL c'�3 1994 I I' THIS GOCUMINT I S LESS "T f'II I I [I I I I I I I I I I I ��I I I I I I 131 I T 1 T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T T I I I I I III I I I I I I I I I I I I I I I I I I III' LCGIHLE THAN THIS NOTATION, I 1 I I I �� 4 I I I I 1 1 � -_ L --- ---�- -- - 1 _ N-16 � 111 1T IS DUE TO THE QUALITY OF - __ THF. ORLGINAG DOCUMENT. ---T - -� -1� 7 -� T E ; 8�Z 111 812111 �Z �jvjzjjjj1j EIZZiZ OIAAx Gi 9l 9i tl[ i EII �I it��II� i �8 �8 I L e 9 4 E L T��ue l�l 17-1IIIIII IIIIIIIII II IIIA11 I IIIIIIIII IIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIITIIIIII,I 1111111 IIIIIIIII 1111111iI IIIIIIIII IIIIIIIII llllllllllll11�111 UIIlllil 111 lflll'�I11111llllllllllllli Illtlllll 11111111 IIII�HIII 'i 90 go 70 50 50 40 30 20 10 0 OPENING - SEE ARCH OBUCIURAL NQ Ea Sjg TJM AL STEEL _-� 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "AISC MANUAL OF pE51S,L1StP,Qz STEEL CONSTRUCTION'. -� --- -- 2. STEEL PLATES AND SHAPES - ASTM A36. 1. SOIL BEARING PRESSURE - 2500 PSF (FROM REPORT DATED 2/10/81 BY NORTHWEST TESTING LABS 3. TUBING - ASTM A500, GRADE B NORTHWEST TO INSPECT EXCAVATION 4. H.D. GALVANIZED FINISH AT ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS. i 2. ROOF LIVE LOAD - 25 PSF 5. ALL WELDING PERFORMED BY CERTIFIED WELDERS, USING E-70XX ELECTRODES. `fl PURLINS 0 4'-0 O/C 3. WIND LOAD - 80 MPH (1988 UBC) 6. WHERE WELD SIZES ARE NOT INDICATED, USE THE FOLLOWING AS A GUIDE: , 4. UBC SEISMIC ZONE 28 A. BUTT WELDS - COMPLETE PENETRATION OF FULL PLATE THICKNESS --------- 5. FLOOR LOADS B. FILLET WELDS - UNLESS NOTED 3/16" MIN SIZE A. MECHANICAL t%OOMS - 60 PSF (REINFORCED LOCALLY) - COLUMNS TO BASE PLATES - EQUAL TO THE COLUMN WALL THICKNESS SAME _IZE 4 7. BOLTS SPACING AS / A. STEEL TO STEEL CONNECTIONS - ASTM A325 (BEARING TYPE CONNECTION NTH THREADS HORIZONIAL5 I ! SENER�IL ALLOWED IN THE SHEAR PLANE) I B. ALL OTHER - ASTM A307 PROVIDE WASHER UNDER HEAD AND NUT AT ALL WOOD CONNECTIONS 1. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE 8. PAINT 1 FRAME OPENINC:5 W! 4X8'5 STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY A. ONE COAT SHOP APPLIED RUST INHIBITING PRIMER 4 'HU48' JOIST RJaN4ER5 DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING CONSTRUCTION B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. - 2. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1988 EDITION OF THE 9. GROUT J - "UNIFORM BUILDING CODE" AS A MINIMUM STANDARD OF PERFORMANCE. A. DRY PACK TYPE ... . MASTER BUILDERS "SET" GROUT 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS, SLEEVES, INSERTS, DRAINS, B. POURABLE MASTER BUILDERS "MASTERFLOW 928" OR MASTERFLOW "713" III III I I �+ ^ (o l FRA1"f INcx g HOLE I�"1 GSD DECK SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER URAWINGS. USE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS WALLS WIT1 '1 SINCxLE CURTAIN O1~ TNI= -• _ 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, THEY DO 10 POWDER ACTUATED FASTENERS (PAF) -- 0.154 INCH DIAMETER MINIMUM, AS MANUFACTURED BY NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED THE CONTRACTOR HILTI INC. AND INSTALLEU IN ACCORDANCE WITH ICBO REPORTS NO 1290 & 2388. MAXIMUM SPACING AS 14.1 3i' = I'-©' GEN', SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN NOTED IN DETAILS. FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE AND OTHER PERSONS AND PRUP°RTY. THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE, EQUIVALENTICBO APPROVED LOAD CAPACITIES. QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT LAP 2'-0' MIN HOLE-- `/ER'FY HOLE -- VERIFY SAME AT JOBSITE. l / TYPICAL I V eLKG EA. HOLE -- ---� ERAM N _LEER SIDE �ALINSPECn,QjI 1. CLUE LAMINATED MEMBERS - SPECIES = D. FIR-LARCH A. BEAMS Fb = 2000 PSI - DEPTHS LESS THAN 15" - SPECIAL INSPECTION BY AN INDEPENDENT TESTING LABORATORY, PER SECTION 306 OF THE "UNIFORM Fb = 2200 PSI - DEPTHS 15" TO 30" SAME SIZE 4 _ _ _ _ _ _ BUILDING CODE", IS REQUIRED FOR THE FOLLOWING PHASES OF CONSTRUCTION. Fb = 2400 PSI - DEPTHS OVER 30" SPACING, AS E------ HORIZONTALS - , � B. TRUSS MEMBERS - COMB ly5( ALL LAMS L-1 GRADE) \ _ `-2-16d 1. STRUCTURAL FILLS C. CAMBER = SPAN/400, EXCEPT AS NOTED j 2. CONCRETE WORK (INCLUDES FJUNDATICN WORK) (NO CAMBER AT MEMBERS IN I JOIST SPACES) 'Z' CLIPS 3. STRUCTURAL WFLOING (SHOP AND FIELD) D. USE WATERPROOF ADHESIVE 4. CEMENT FIBER ROOF DECKIN( E. MANUFACTURE PER 1909 EDITION OF THE 'UNIFORM BUILDING CODE", STANDARDS 25-10 AND WITH THE ADDITIONAL K-QUIREMENT THAT THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE COPIES OF THE INSPECTION RFrORTS SHALL BE SENT TO THE BUILDING OFFICIAL, OWNER, SHALL NOT EXCEED 12 Y.. ---- ! CONTRACTOR, ARCHITECT ..ND ENGINEER -- REFER TO SPECIFICATIONS. 2. FRAMING LUMBER GRADES - 1999 WWPA GRADING RULES - STRESS VALUES SHOWN ARE SINGLE -� L� MEMBER VALUES. 2x4 STIJDS NAt4GING OF SPRINKLER -LINU (NON BEARING PARTITIONS) ----------- CONST. GRADE, D.FIR/LARCH, S.DRY, Fb-1050 STRUCTURAL LIGHT FRAMING ---------------------- NO. 2, D.FIR/LARCH, S.nRY, Fb=1450 SPACING OF SUPPORTS FOR THE SPRINKLER LINES SHALL BE SUCH THAT THE MAXIMUM HANGER LOAD AT STRUCTURAL JOISTS & PLANKS f/� I L' III j� }-'� /-�I I /� p JOISTS OR PURLINS IS LIMITED TO 150 POUNDS, HANGERS FOR THE SPRINKLER LINES SHALL NOT BE (INCLUDES 2x6 do 2x8 STUDS) ----------------- NO. 2, U.FIR/LARCH, S.DRY, Fb=1250 /� r �•`�^�+-v �•�/ITT-T 1JO1.1�� IiU�Tf��N O I\� 11�1I- LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. DISTRIBUTE THE HANGEF, LUAUS FROM 4x h 3x MEMBERS -------------------------.------ NO. 1, E.FIR/LARCH, S,GRN, Fb=1450 THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE FRAMING SYSTEM. POSTS & TIMBERS --------------------- --- NO. 1, D.FIR/LARCH, S.GRN, Fb=1200 �+ o AT IJJQQ[� I- ) ICJ r 4T 2X JOIST •��s�e���4x h 3X MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE WHERF SPRINKLER LINES ARE PARALLEL TO THE JOISTS OR PURLINS, DISTRIBUTE WEIGHT OF PIPE AND SELECTED FOR APPEARANCE N `� y �/ (INCLUDING WEIGHT OF WATER), AS FOLLOWS- 3. PLYWOOD SHEATHING ---- NOTE ALL PANELS TO BE of 5 PLY CONSTRUCTION (MIN) (d a 92 CONCRETE WALL CORNER DETAILS X03 HOLE PL I WOOD DEGT� A GRADES - r '® FlPE_WEIGH7 (IN(INCLUDES WEIGi'T OF WATER . MINIMUM �UPpQt3I 1. ROOFS -- ANY OF THE FOLLOWING- r�1 Z o LESS THAN 7.9 POUNDS PER FOOT ----------------------- ONE MEMBER a. 5/8", "C-D PLUGGED", GROUP 1, INTERIOR APA WITH EXTERIOR GLUE w 0 14,1 3j4 f _©� GENT = I'-0' GEN3 BETWEEN 7.9 AND 16.4 POUNDS PER FOOT ---------------- TWO MEMBERS b. 5/8", "STURDLIA-FLOUR, GROUP INDEX INTERIOR RFJTiPA H EXTERIORA NTH GLUEXTERIOR GLUE 14.1 4 OVER 16.4 POUNDS PER FOOT ---------------------------- APPROVAL OF STRUCTURAL ENGINEER (INSTALL PLYWOOD WITH PLUGGED FACE UP) CAST IN PLACE CONCRETE 2. FLOORS - 3/4', "C-U" INDEX 48/24, INTERIOR APA WITH EXTERIOR GLUE A , N 3. WALLS -- 1/2", "C-D INDEX 32/16, INTERIOR APA WITH EXTERIOR GLUE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-84 REVISED 1988, B. NAILING REQUIREMENTS "SPECIFICATIONS FOP STRUCTURAL CONCRETE FOR BUILDINGS". 1. NAIL SIZE -- USE 8d COMMON a o 2. STRENGTH - F'c = 3000 PSI O 28 DAYS 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS 3, REINFORCING STEEL - ASTM A615 GRADE 40 - STIRRUPS & TIES a. PANEL EDGES -------- 6" O/C \ QI u - ASTM A615 GRADE 60 - ALL OTHER b. INTERIOR BEARINGS - 12" O/C - WALLS & ROOFSI.,II \\- ASTM A706 - ALL REINF TO BE WELDED - 10" 0/C - FLOORS 4. ALL SLABS ON GRADE SHALL BE FREE AROUND THEIR PERIMETERS. 3. PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. a A. USE RIGID INSULATION TO BREAK BOND AT EXTERIOR FOUNDATION WALLS. 4. SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTUREJd 3 OPENINGS > 6' - TRIPLE STUD B. USE BUILDING PAPER OR SIMILAR MEANS TO BREAK BOND AT INTERIOR FOUNDATION WALLS THE FACE PLY. 4 AND COLUMNS. 4. FRAMING ANCHORS AND JOIST HANGERS OPENINGS '(v' - DBL STUD- 2x FLAT C. USE A COMMERCIAL BOND BREAKER AT C. NSTRUCTION JOINTS. DETAILS ARE SHOWN WITH SIMPSON "STRUNG-TIE" CONNECTORS. NAILING SHALL BE. PER ICBO o "" SERIES HANGERS WHERE 2x JOISTS FRAME INTO THE SIDES OF MEMBERS WD. STUD WL"LLS U P.AF.' BTWN 5. THE ROUGHENED SURFACE SHOWN AT HORIZ, JTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE RESEARCH RECOMMENDATIONS NO. 1211 ANG 1258 TO ACHIEVE_ FULL ICSO APPROVED LOADS. 91 a Ibd 0 I6'---- �� ��. `'� POSITIONS MAY r'ARY EA STUD -� SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. USE...... I THE ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE. "HU" SERIES HANGERS WHERE 3x OR 4X MEMBERS FRAME INTO THE SIDES OF MEMBERS E SEE PLANS 6. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTED "HHU" SERIES HANGERS WHERE 3 1/8" & 5 1/8" GLUE LAMINATED MEMBE=RS FRAME INTO THE SIDES 0 \ 1 A. HOI;ZONTAL AND VERTICAL IN WALLS - 1/4 OF 1% OF OTHER BEAMS, EXCEPT WHERE. OTHER HANGERS ARE DETAILED a _ _ "U3516/20- HANGERS AT 16" TJI/35 do 18" TJI 35" - ` - - STEEL B. PROVIDE CORNER BARS AND 36 BAR DIAMETER LAP SPLICES, STAGGER HORIZONTAL SPLICES. "U35 f3 / V 2-Ibd -- - C. FRAME OPENINGS WITH 2.-#5 BARS EXTENDING 2'-6" BEYOND EDGES PLUS 4-#4 x 6'-0" AT S � 10 ST HANGERS O 12" TJI 5 0 • EA HEADER .. SCE SCHEDULE h HEADER SCHEDULE �` TUBE 6" O/C DIAGONALLY AT EACH CORNER. SUBSTITUTIONS MUST HAVE ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THE \m o SIMPSON "STRUNG-TIE" CONNECTOR_. i� i - -- COLUMN--`-- 7. CONCRETE ANCHORS - NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF 5. WOOn ABUTTING MASONRY OR CONCRETE 'h -- - __ STUD SIZE TRW, INC. AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. A. SILL PLATES - PRESSURE TREATED - SEE SPECIFICATIONS U E+ SPAN SIZES AS NOTED IN THE DETAILS. 2x4 WALL 2x6 WALL 2x8 WALL B. BEAMS ----- - PROVIDE P. 1,2 INCH AIR SPACE BETWEEN SIDES AND ENDS OF BEAMS AND ANY CONCRETE OR MASONRY SURFACE. u K - C. LEDGERS ----- PRESSURE TREATED OR BUILDING PAPER PER DETAIL. AT FIRST SHEET H .+ SINGLE CRIP'P'LE 0 OPENING LESS THAN rvFT. t0 4'-0 2-2X0 3-2x4 4-2X4 TS LINTEL _ 2JU-P TES AND ANCHOR_@DLT SPACING 6. FABRICATION OF TIMBER CONNECTORSM cn - - - -- OR BEAM A. FABRICATION SHALL BE IN ACCORDANCE WITH UBC STANDARDS 25-17 ,_ I w DBL CRIPPLE 0 OPENING 6 FT. 4 OVER �' to t%O' 2-2x8 3-2x(0 4-2X6 1. PRESS_'?F TREATED SEE SPECIFICATIONS 1. A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOCD ANT. THE BOLT HEAD r"1 4 AT TWO STORY PORTIONS 2. THE SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS. THE TOPS OF AND/OR NUT. V 154 D!-. POWDER A( `U,,' t--r ALL FOUNDATION WALLS SHALL BE SMOOTH AND LEVEL. THE TOPS OF FOUNDATION WALLS SHALL. 2. LAG BOLTS 6" t0 8' 2- x10 3-2x8 4-dx8 / BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM GRADE IS + 1/8 INCH AND THE a. LEAD HOLES FOR LAG BOLTS Di a Di _ FASTENERS AT MAX. � 2r PLATE / /- _ SPAN VARIES ^-v OR TRIMMER DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 INCH ALONG A 10 FOOT STRAIGHT SHANK PORTION = SHANK DIAMETER 8 t0 10' 2-2X12 3-2X10 4-2x10EDGE. THREADED PORTION = SHANK DIAMETER MINUS 3/16" I Tn c� 3. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. b. LAGS BOLTS SHALL PE INSTALLED USING A PROPER WRENCH v 1 N TER*. 1-I0RIZ. 4, LOCATE AN ANCHOR BOLT A MAXIMUM OF 12 INCHES FROM ENDS OF EACH PIECE. 7. NAIL LAMINATED WOOD COLUMN'- USE OLUMNSUSE ALSO FOR GL BEAMS 4 HEADERS NOT DETAILED ELSEWHERE 5. EACH LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. A. PLYWOOD FILLERS TO BE FULL WIDTH OF STUD AND FULL DEPTH OF BEAM 4 ---------- --- - ------- 6. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED, WHERE PLATE IS CUT OR NOTCHED. B. NAIL LAMINATED AT EACi PLY WITH 16d O 12" O/C AND BOLTED TOGETHER WITH 5/8" 7, BOLTS TO BE ASTM A307 WITH STANDARD BOLT HEAD OR EQUAL DEFORMATION IN DIAMETER BOLTS AT V-0" C/C MAXIMUM WITH THE FIRST BOLTS A MAXIMUM OF 12" FROM III /� /� C. rro� UJD STUD TO STEEL TUBE THE EMBEDDED PORTION. EACH END OD THE COLUMN. WOOD HEADER DETAILS QIMEIER hilm EMBED NOINOTCNJNG WALL SHALL BEEALLUWED.O COLUMNS WITH 8d O 12"' O/C EACH EDGE. 1/2" 4" 8. WOOD I-JOISTS AND LAMINATED VENEER LUMBER (LVL) GEN4 1�•1 9.4' = 1'-0' GEN5 5/8" 5" A. SIZES SHOWN ARE AS MANUFACTURED BY TRUSJOIST CORPORATION. 3/4" 5" MATERIALS, FABRICATION, HANDLING AND INSTALLATION AS PER ICBO REPOPT NO. NER-200 7/8" 6" k NER NO. 126 TRUSJOIS7 CORP. RECOMMENDATIONS. 1" 7" B. JOISTS h LVL BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE THE SAME AN ADDITIONAL 2" OF EMBEDMENT SHALL BE PROVIDED FOR ANCHOR BOLTS DEPTH do EQUIVALENT ICSO APPROVED LOAD CAPACITIES. -- 3-2x STUDS USED TO ATTACH SILL PLATES AND IN TOPS OF COLUMNS. C. FLANGES OF I JOIST TO BE MANUFACTURED FROM LVL LUMBER. 9. CEMENT FIBER DECKING _ A. 2 1/2' TECTUM ROOF PLANKS 8. "PARABOLTS" MAY BE USED IN LIEU OF ANCHOR BOLTS FOR FASTENING SILL PLATES. OTHER B. PLANKS SHALL BE INSTALLED AS A NAILED AND GLUED DIAPHRAGM AS PER ICBG REPORT NO. 1116. 16d 0 16' O/C -- -- EXPANSION TYPE ANCHORS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICBO APPROVED LOAD THE SHOP DRAWINGS SHALL SHOW THE INSTALLATION INFORMATION GIVEN IN THE ICBG �y CAPACITIES. REPORT. PLANKS LAID PERPENDICULAR TO THE PURLINS ARE INSTALLED WITH SQUARE EDGES 110-4 STAGGERED IN ADJACENT ROWS. UNSUPPORTED TONGUE AND GROOVE EDGES BETWEEN ADJACENT ROWS STUD WALL-SEE FLAN jrlQN_RETE_jiL,QCK MA BRY ARE ADHERED WITH A 3/8" CONTINUOUS BEAD OF ADHESIVE PLACED IN THE GROOVE OF EACH ONE LAYER 30" STUD WALL PLANK AND WITH THE T&G JOINTS DRIVEN TIGHT. PLANKS ARE ADHERED TO ALL SUPPORTING MEMBERS FULL HEIGHT STUD-- 1. BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 24 OF THE 1988 EDITION OF THE WITH A 3/8" CONTINUOUS BEAD OF ADHESIVE AND r,NCHORED DOWN WITH NAILS DRIVEN THRU A 51-DG PAPER IT _ SEE PLAN CIO EACH ���E "UNIFORM BUILDING CODE". CONTINUOUS 22 GA. PLATE. MINIMUM LENGTH OF PLANK SHALL BE SUFFICIENT TO SPAN THREE V IO 1 E3ETW£EN WOOD FOR STUD 2. GRADE N-1 LIGHTWEIGHT UNITS (3) PURLINS, EXCEPTING END FILLERS TO ACCOMMODATE STAGGERED JOINT INSTALLATION. 5- 2x COLUMN 4 CONCRETE -- SIZE 3. TYPE S MORTAR C. SPECIAL INSPECTION IS REQUIRED FOR THE DECK INSTALLATION. --LYIUOOD FILLER -� I ?x EA SIDE �� PLAN o CORNER 4. COARSE GROUT -- F'c = 2000 PSI D. PRIOR TO DECK INSTALLATION, THERE SHALL. BE .A MEETING BETWEEN THE ARCHITECT, THE EA SIDE 5. REINFORCING STEEL - ASTM A515 GRADE 60 CONTRACTOR, THE TECTUM REPRESENTATIVE AND THE TESTING LABORATORY INSPECTOR TO REVIEW - 0 63/4' WIDE GL / 6. PROVIDE #4 DOWELS FROM CONCRETE AT ALL VERTICAL REINFORCING. ANCHOR DOWELS A MINIMUM THE INSTALLATION PROCEDURES OF ICBO REPORT 1116. .�Ly 5 + GL BEAM _ E"' OF 24 INCHES INTO BLOCK. E. ALLOW THE GLUE TO CURE A MINIMUM OF TWO WEEKS BEFORE REMOVING THE WALL BRACES. { TOPLATE -' + 7. MINIMUM SAP LENGTH TO BE 50 BAR DIAMETERS 10. TdcG WGOC DECKING cv) COLUMN 3' + SEE PLAN FOR SIZE 4-2x� 8. ALL REINFORCING BARS ARE TO BE IN PLACE AND HELD IN PROPER ALIGNMENT BY PREFABRICATED A. 2 INCH THICKNESS - REFER TG PLAN FOR LOCATIONS � � V+ -� 2x EA SIDE " WIRE BAR POSITIONERS, BEFORE THE GROUT IS PUMPED INTO THE WALL. B. SELECT GRADE, D.FIR/LARCH, S DRY. NAIL EACH BOARD TO SUPPORTINGHE [♦� rCW MEMBERS WITH TWO 16d . ALL PIECES TO BE FULL LENGTH. 0 511/s' WIDE GL Ibd 0 16' CIC 6 _ _ ION _ �- IbLEDGER d 0 3' O/C EA SIDE 2-2x COLUMN � - T COCQIINES 2 _ NAILING 3- Ibd MIN EA SIDE ®_T . 2x CA SIDE JOIST TO SUPPORT - TOE NAIL ------------------------- 3 - 8d E~ ® 4-2x STUDS- BRIDGING TO JOIST - TOE NAIL EACH END --------------- 2 - 8d - WALL BI NTJOIST TAD--� OCKIG O JS - OE NAIL EACH EN --------------- 3 -- 8d A spa' BOLTS 0 6'-0'-= 0 31%' WfDE GL CONC--- -- - ----- - W/ FIRST BOLT BLOCKING TO PLATE OR BEAM - TUE NAII- ---------------- 3 12d 2" DECKING TO SUPPORT - BLIND do FACE NAIL ----------- 2 - 16d 1'-0' FROM EA. END COLUMN SECTIONS STUD LUALL STUD To PLATE - TOE NAIL ----------------------------- 4 - 8d .4 Z SEE PLAN OR - END NAIL 2x6 k 2X4 STUDS ------------ 2 - 16d (3-12d) [� USE E/C.EPT WHERE PLANS CALL FOR STUD (� A NAIL LAMINATED WOOD COLUMN AND - END NAIL 2X8 STUDS ------------------ 3 - l6d (4 12d) FOR PRESSURE= 'REATED MEMBER MULTIPLE STUDS OR LAMIIJATED COLUMNS - FACE NAIL ----- 16d 0 16"O/C 12d O 12" 0/C) SEE STRUCTURAL NOTES - - SIZE TOP PLATES - FACE NAIL ------------------------------ 16d O 16"0/C (12d O 12" 0/C o xt PL,:kN o IN-ER5ECTICN TOP PLATES - JOINTS do INTERSECTIONS - FACE NAIL ----- 3 - 16d (4-12d) LAMINATED HEADER - FACE NAIL ALONG EACH EDGE -------- 16d 0 16"O/C (12d 012"0/C) O JOISTS, LAPS OVER SJPPORTS - FACE NAIL -------------- 3 - 16d (4--12d) T , r4& SEAI"i-COLUMN CONN. �� WD LEDGE_R/PLATE BUILT-UP CORNER STUDS ------------------------------- T6d O 16"O/C (12d O 12"0/C) �./ _ _ ro(o ST�iD UJALL DETAILS � � 14.1 ''' _ '' 14.1 ' ° 14.1 x O GENS �4 I'-0�' GENT 3•a' _ !'-C'' GENB NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF "COMMON" WIRE NAILS. A 16d "SINKER" NAIL MAY BE USED IN LIEU OF A 12d "COMMON". IF "GUN" NAILS ARE 6 USED. THE. COGACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. 1i1•y Y•+ x � z A I' U') o � H PLO � 1 -<TYP 7>\ JUT END NDOr- i4 CORE DRILL 2'4 HOLE VENT. - OR \ 0 EE EACH CORNER - ARCH MIN 12' FROM PC_NOT SAWGU'I STEEL TUBE ANY EDGE OR CORNER PAST GCRNERS -� - 3' MAX. 1j4 7 j�, I J�4_V --. 14 ..J V - NELU DOOR 1/�.------ 2xI0 JOISTS - SEE PLANS FOR SPACING mmmwmwmwm '44 4 l/ -- - - - - -- 144 COLUMN CAP BEAM HANGER BM. BRACKET s TUBE COL. COL. BRG PLATE OR CAP ;c � TYPICAL WELDING DETAILS roa OPENING IN EXIST GONG WALL _ 46 VENT DETAIL _ 14 . 1 14.1 NO SCALE GEN16 14.1 ?'■I' 0' GENII 14.1 1 1'�I' s7' GENIC S10 D1 1PHAM IRWF'HoaSE 2 so 70 so 50 40 30 20 10 rag/2 x.'91 -' FIF 66 • - IF 'PHIS DOCUMENT IS ,,ESS T(IIIiI �IIIIIII I�IIIilllllllll IIIIIII VIII 111T>T� 1-TT'1 p IITIIIT IIIIIII IIIIIII III1TI 11IIIIIIIIIIII IIIIIII IIIIIII IIIIIII VIII I Ili�llll,�l111 1llllll Illi Ill lel 111 - APRIL 2i3 1994 I III ITIS DUE TO 7 HE U I'1 LEGIBLE THAN THIS NOTA'T'ION, I 11..�_ Z I � � 6 A I_!1g--- -�.------ 1- Q AT, Y O1• No 36 gr•-';'`A..:._.-_-. THE ORIGINAT. DO::UMENT. - > S Z 8Z L7 �9Z Z fbZ E Z TZ OZ 8I 8I LI f!T 9i fy[ ET ZT Ti �I� q�� T I� �8 9 L �9 Ll liu ul�uulilll�llulull ulllul1lilllilu liillilil Illiluillull lulu ullui�iiilul�l11111illlWill11lIIIIIIIIlllllllillllililili �u��Iul�lllu��>u iiii�►iI� Iiillwl!� i 90 a0 70 80 50 40 30 20 10 ` 0 ( 11 { I tYP _ trio 36 TYP 36 rr===-=_______ -1 I II 14.4 14.4 14.4 II I-,r---------Ir-I,I I I 1L--`- l- - - -- ------ - -- - - - III I I III I I IL J1 I L_ _ } C� 1 1 i I 1 rT I -- -- '\L4r� REMOVE I I I EXIST I 1 1 I I I 1 PIER ( I I I I ire a REMOVE EXIST M ■ I I 1 _J D 0 • " - /- CURB I L------- L------------------ ­------------- �_ _� II fk I I ,----------- ------ -----------------rt -- ----------- -- r til I 1 11 I ; -REMOVE EXIST I REMOVE EXIST CURB WALL PAD 1 r-1 r1 r1 r-I r1 r-1 1 FOOTING Fr TI r-1 r-� r1 r1 r n i-""----- ---juji L'JJ L�J L0J LL L[1 LDJ !aJ LL LL LLJ LL L_! -_-' _ _- --------- ----------� --- --_- _- ----- I REMOVE I� I EXIS'I'G ' (1 PER -' \ C._ REMOVE EXIST 1 �J CANOPY FRAMING I _a� 1 -REMOVE REMOVE ,� AND SLAB FROM 3x6 TUBE EYISTING 9 2'x30' CONIC PIERS GRID TO (9) FRAMES Wi I'-5'�a'x3'-2'x10' FOOTING I jl REMOVE EXIST I 2 FOOTING o NEW III COLUMNS--\ i IT 1_1 r� r-I r I-� n Fr Fr r-1 Fr Fr r-1 F 0 Fr O a I L J LOJ L�J L�J L�J L�J LL LL w LL It N I' 1 1 I I III I I I I I I I I I I I I I I I I I I (� c ■ LJ ■ LJ L N - - � 1 N II r 1 REMOVE EXIST'G WALK1 CURB - - -Q--------- --------�-_-• --------•-- - ---- --------- -- I- - -- � -------------------------------------------- ---- --- ---- - -- -- ---- - - -- -� - --- ----- ---- _-- -- - -- ----- I I s - - _ _ �.-� a?" r `-EXIST CURB T 3 r2"� EXISTING FOUNDATION PLAN w a �.2 ' 1''0' tH1xPDN o H .. U " 0 0 1 ni �- J II-• - - -- Ib 86 TS 4x4xli �b f __ _--____ _. .__, 16 / fxv TS 4x4x',4 .- - 14.4 14.4 144; 14.4 14.4 14.4 14.4 II i r __Lr 1 I 14.4 / 14.4 I I aj o7 I ' L 11---_- - - - - - - _ -= _ - - -- -- I �': _ - -- - - - - I FC EXIST t~v ____ _ _. _ �i �- --- _ ---- -_ _ _- ----- --- - -- ---- -- --__- - - _ - DN WALL - r _ _- _- _ ___r _ AI FC. EXE FON WALL 4 I m I I I 1 34 ( 92 r-J L t FC NEW 2x6 STUDS I { I1 ( 34 14.4 1 f ,WALL ELEVATION 98 1 I I I 14'2 EXIST 8' 1 .a I I I 44 TS 5x5x'/4---- I I ( (I 14.4 5,-�' I �� I I 149 11 11 44 TS 5x5x'i TS 5x5x'/. 44 I L_ I GONG WALL I 12.4 I G T A 14,2 4 14.2 15 I GO T TYP 44 TS 5.5x' F l I 14 92 I GdI,IRT G_ 1 TS 5x5x�i4 54 TS 5x5x�i4 44 I 451 _ I I 54 T x x/ I 45 l I 34 I FTG 3'-0' SQ. 14.4 ( 14.4 1 1d3 I 14.4 FTG 3'-0150. I 143 I / 12.4 I 3.4 I I 14.4 14.4 14.4 I , rr� ( 11 I I I FC WALL I 1 J4 e• 4.8 LYJ I I b L� II 1 I SIM 46 14 L' II I 111 I I I I L la.a Ts 5x e' GONG WALL 14.2 1 la.a 11.4 I I • Q i 11 II I I I -9.d' (� 111.4 U 4 I I I 9.4" -.• \ s.4\FTG 35 0' SQ. - - - _ - - J L J I I -• = • 5s" I I I I I I r1 i0 1 L - _-l I ` M _ ; I 4 GGLUMN I ' � 1x68TUDS Fr 10' � � __- --_ - - _ e B - Ij FOC 1 TO G - - 1 I -- �- 34 34 1 l r6 -0' 18'-m• 0- l-, FTG 5'-V SQ. 3 -9 FTG 5-0 SQ. 144 FT 5 -0 SQ. 14.4 II ! NEW OPENING- I i - _ - - - - I I I8 TS 5x5x1� 54 T5 5x5x'�4 ✓im ARIFY 94 1810 GONC GD_ I 18 t8 4x4x1�4 3 18 tS 4x4x'i4 14 F= I _ T--- 93 I 14.4 FtG 4'-0' 14 12.4 1 I IN EXIST WALL I � - - � 14.4 14.4 FTG 3 -6 SQ I I _ 94 18 0 GONC COL in it ' 68 I' I .I 42 .: I WALL ELEVATION 143 I I , 1 . 32 r j I 14.1 I I U 14.4 I I .. I 12.4 9 PLACES - Exc. AS NOTED I 94 1810 GONC 143 ELEV. I 9 42 I a. 14.4 FTG 3'-6 $Q. 1 _- I 42 _ I 100-0 FIN FLOOR a I I I -+- - I� II I G COLUMN CON COLI I I7 I t 42 J 14.4 m 14.4 -- - - -- 4 GONG SLAB_ - - - - - - - - - - - - - - - - - - - 1- --- - - - - - - - -1- L_ J - - - - - EXIST (- -I I --"� C DOO 1 - - - - - - `- 1 - - L_ J� . I I I cq 5 C I 14.4 _- _-+`- 1.6 ( II W I I U I WALL ELEVATION 65 I • _ I 1 i l -J 14 ( °s4 18'e GONG C L -- 14.3 I 14.4 95 14.4 FTG 31-0' SQ. 46 A EXISt 8' 8' GONG WALL 1 U 1143 I It I 14.4 l c 9 v CONIC WA L r; WALL ELEVATION 52 I I I 14 I - I 1 �t 1 I �' la3 I 14.4 1 I 100'-o FIN FLOOR arF S 5x5xIy---, Id - �' 4 LONG SLAB 9 G 3'-6 I j 9 ,-18'a CONIC COL I ry 14.4 ` N� 1•x•1 PLACES W rI I I F+1 Q --NEW OPENING 68 1 ` I � I I _ - - -- - - f I I IN EXIST WALL 14.1 (- -1,bs• W - 1 ( I G COLUMN a -t CON 'GOL- - ---__=-:i 11.1 1 I i11p` b I I - -- 1 54 TS 5x5x�/4 I x_18 e CONIC COL. L� I� OD C) - I I 42 TG 6 Id - in 1 I I I bZ 144 F WALL 95 14.4, 12'-0' 12'-0' - -' -12 10' CONIC WALL I 14.4 . `` / _ I I ELEVATION 143 1 1 A TYP- 143 _ 14.4 G 3 0 xlb 9 x>; � - I I �i2x8 BOLTS ( 1 63 I =- - ---- _ _ _-` Id U I ' 14 -1 12� 10' GONG WALL d' I I 143 I 1 l _ - - - ,, I 14.4 - - -�- �- `� \ 14.4 I 14.4 FTG 3'-0'x16'-9' I U IN FLUSH SHELLS 9 4' I \ 3 x15 rr��1 2'-8' O/C I _.__ ' FC CONIC WALL FC GONG I v1 _ _ 4810 GONC COL I 9.4` 9 a' (� WALL I /-1810 GONG COL. -ADD 2-05 $4 -9 CONC COL I _ II I --- - - - - -- - - 1& 2x(p STUDS FDN WALL - - - - - -- - - - -- - --- E I GONG COL 5 E � axb STUDS.._------ ?2 > I w I : � 92 ��� � I�� � � Q 5d TS 5x5x1%_- L v E-4 V W 4' CONIC SLAB � 14'4 1 ' > 14.4 FTG 4'-b' SQ. I 34 9 34 1��1 14.4 Q W -- W I i 2? " 1 ' ' 94 18'0 LONG COL I ( I _ 34 18 0 GONG GOL 94 ,W I U FTG 5'-0' SQ. 14.4 61 „m-a 6? Y 58 I 14.4 2'-0' 0 14.4 33.` �Q STEP 62 3 PLACES r 1 .' `4.4 Fo� � � 14.4 I 3 PLACES 14.4 4 14.4 i l I GONG COL. �, H 9 I I 3 i I I Fo� I �Q - FTG 14.4L- al I ap 1+ I I I I --_-�68 12'x30 CONC PIER - I I I 94 1810 CONIC CO fi /W/ 1 I GONG VERIFY 1 Jill 14.10 -083Q TG I 14.4 FTG 3-0 SQ. ''Y I I - COL - I WALL ELEVATION 43 TYP tYP 6 PLACES _ - - I _ III Q I �38 - _ - �( r - {43 I I / i� ,- -- 14.4 -._ r -� - - - I I 0 Q GONG COL _ __� J� (�� J� -- - -- /� - - 3�b I -�) \ 2x6 StUDB - r. 1 8, C I __ I ____ 3 13 I J FG GONG --- -- L I l- __j �i / _'� ONC 1- S !�5144 FC CONI 34PIER ' `-- W LL , GOL ' I2'xl'-3' FTG GOL _ , PIER 14 , �� °�ti� % 14 14.4 98 I 'e CON O/' !�_0 12`0 11T0 -4 PIER 4-5 GONTIN 12 0 - -- 0 �14.4 `r SIM 143 I � 14.4 `� 14.10/ FTG 4'-0' SQ. It PIER 4 PIER 4 PIER I ap I �� TYP 4 PLACES r FC. CONC WALL ___- -` / `n �` 11 I i 141 14.4 �5���" �� , -� ELEVATION 18'0 GONG COL 94 \ \ I ,���� 94 18 0 CONC-COL. 14.4 +� I 14.4 - J 12 _ -, T 48 ELE - 1410 CONIC COL 98 \ 6_1 />. / g� 14.4 FTG 3'-0 SQ. 14`` 14.10 FTG X-0' SQ. 14ri \EL- 3 3 4 4'-0' 8Q FTG 14.10 L Q TYP 1 PLAGE9 Qg 7 Q 1'-1 L- -1 _L -J U �4e� T8 5x5x1/4 91_ -- - U X N 9 14.4 Lu JO -� -I UUU r1l w NOTES g g � d COL 30'-0' u� U 3?1'-0' � - --_.3@'=��_-- _ � _.- _- VERIFY :1 1. ALL WALLS ?xb STUDS, EXCEPT AA NOTED � 1 1 2 ,\ 3 ) 4 5 g 8� \ .7 j 2. DIMENSIONS 1 GRIDS t0 a; STUDS �� / J �/ COLUMNS,EXCEPT AS NOTED. 3. THE SYMBOL a POINTS TO FACE OF TN2-142 WALL W/ �a' I1DLYWD SHEATHING 4. THE SYMBOL ■ DENOTES A STEEL COLUMN, REFER TO PLAN FOR 81,2E 14e2 I FOUNDATION PLAN 5. THE SYMBOL , DENOTES A BUILT-UP WOOD COLUMN, REFER t0 DETAILS TH2-FDN FOR SIZE. 14.E �%' ■ I'-0' 09:'2'1/91 ,�, I,L1F'1Ir,1°I Ian/FH�ASF' 2 80 70 d0 50 40 30 20 10 -14 OF _fJ :+.Sh'�NtNMT+'.rv... ........ .-+ .u..r t.:. ..a•......... ..-.;.,u., -:v...:... ..,,.,,.arm •.�'N"jj�,...` ... ;.,, f. IF THIS DOCUMENT IS LESS Trr .If r11 III III III Illi) 1 111 III III l r rIi f(7 rlt r7 III 111trr �f iII III I 1111 111 111 III III III III I I III III III III IIT hII 1111111 ljl III Ijl I I 1 I LEGIBLE THAN THIS NOTATION, I 1 I I I I I I 4 I � j I �j I I I I 18f I APRIL 213 1994 IT IS DUE TO THE QUALITY OF A THE ORIGINAL DOCUMENT. Z T11111IIIII Z 8T BT LT 9T 9T 6I ST ST TT T I 8 L 9 II IIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII Illllilll IIIIIiill IIIIII1111111IIi IlilIl111 lilllilll Iilillill lllllifl �Illllll fill11111�Lffltililll IIIIfIIIIIIIIINIII 90 80 70 80 50 40 30 20 10 G BACs fp '/2xl2x1'-1' � p❑ I � E) I � I ��� � (2FW/ b-3j4' PARABOLTS53 / 14b 2x6 STUD 122' l' 3 1?3'-2 1 - + + + E Lu 34' "'15 1 33 -3-2x10 fc3 , + iab I 124'-0 II I ,, lab �------ _ \ I o 4'-0' OAC --.�, FOG FOG - r - -- TTT1 i T7�T7-I-r7 T FC EX15T 8' 8 -_-- - ? SIDE IQ I-4x5x14 ! _ - - - - - - - ------AL ) GONC + } Wi 5-'NI6' NAILS -2-2K6 STUDS ` 6 2-2x6 GRIPFLES `-BRC IE •/ax5x5'a GL &1,4x33 25` MEGH FRAMING 92 61 OFF SIDE OF WALL 3-•5 EA, SIDE 11 - ll 43 t335 �1xb $TUL !16 OIC I4bOF OPEN �G 'S Ea SIDE143 14bb I - SEE DWG 83/14.5 ' ------- ------- -- --= - -- --- 120'-8' 11 DETAIL 8' CONIC WALL -- FIN FLOOR- 0' LOOR _ -_ _--- -�- ---- --- T 3._4 - - -- �.- __ 04 • 10' O/C I GL 3'%xl2 LEDGER i I 14 3 4' _ P>' T"2-1003 HORIZ 4 VERT 8' GONG -'-� 8' CONC WALL 8' CONC 1 I r EXIST 8 CONC ALL 11 4 • I© O/C 3 4 r EA. WAY 4 I - LL UJ/ I I 3-rc,xlF,'_0' H - - 04 WALL W/ . � w, •4 � 10' � •A 0' O/C -� F„ ,, �45 /C�xi -� h-•4V I EXIST I I EACH WAY EACH WAY - 4 t e 5' C/C f x 3. . OC I i ,---- a 4- a E3GLT7 14b . �14.4- I 8' CONC WALL 1 2 4 _' 204U 10' O/C4«I � i 14.4 -- -_ -_ - -----__ HORi4 VERT � J GL 5'',&x15 + I + GL 5'%x15 L I =- --- - - -- --- - - -- --� k- - -- -- -- - - -1 ZT AST SOUTH 68 NEW OP_NIG � -' E - -____-- a vERIFI ELEVATION IN EXIST WALL OF EXIST FOOTING 92 UJ�4LL ELEVATION - GRID 1 52 1. ALL ELEVATION - GRID C 32 WALL ELEVATIONS - Ri"S 31 b' 143 = I'-C. TH2WAL-I 14.3 = I' o' - TH2WAL-C 143 = '' �' TH2-Pf2AC I 12 5PLIGE DETAIL 2 �� D I F_ ' F 143 31' _ -0. TH2 SPL T, 1 /-R '/2x5xl2 2 93 43` {' 93 { GL 51j&x15 GONTIN. W/ 2-44xb LAG BOLTS T 14b / I 14k, 4b las 2-1x9 PLATE a ' FC. ExIST a w -UDS (`-- 4xllp 4_MCj ^- V dxl0 LEDGER CONC WALL Q N 2xb . O/C - LEDGER 2-45 '✓ « •5 - �_ \� GL 634x33 4x10 LEDGER I I 4x4 TUBE I ,� SEE 5WI' ET !4 SEE SHEET 14.5 4 3 LINE OF h 2-'5 - FOR MECH FRA"-TIN FOR MECH ROOM LINE OF ROOF •5ao/� I I FWALL_BELOW n ROOF c-F, j I TYP �AtiO DF"AILS RAMING 4 DETAIL OPP SIDE 45 EA 143 SIDE 2_g -----.- - - - ---11711_= `__�� SIDE OF 8' GONC WALL I i 8' GONG WALL ------ z - - _ c • ___-------- Y- OPENING-- - .4 • I0' O/C 1 1 e r _ - II HORIZ 4 VERT a 3-•4 H--- 8' CONIC WALL I 92 '92 L 61 I I I d TYP. I I 2 310E IE '4x4x6 r , �„' r. EXIST - 44 • 10' O/C 146 14b 11 --CHANGE IN I I U1/ 3 - 'NI6 NAILS f'+� o 8' GONG -- I_- - HORIZ 4 VERT - 145 -2.45 FAR 910E 8' CONC WALL II -^ -- 1 WALL DIRECTION 1 I L bx4x%xO'-5' - \a Y 2x6 W% 00 WALL -- I FAIL SIDE TYP •4 • 10' O/C 11 I 1 s/a' AN. BOLTS HORIZ 4 VERT 11 I 1 • 4'-0' O/C 1[---1 EA 42 - I I 22 T14.4 SI CF 14<`� y4.4 100' 0' j -- . -- I- CP NING j 2-5 - L1 f III I --- ---- - .-. -- - ----- - --- ___ < 3 -*X66 �UUS _ GL 5'/ex9 GL 5'/ix9 ° U v 93 UJ,4LL ELEVATION - GRID �,3 WALL ELEVATION - GRID 2 43 WALL ELEVATION - GRID F 23 DETAIL 13 FLAN w ° TH2WAL e 14.3 = r-©' tH1WAL-2 143 e 143 143 ' I'-0' TH2WAL-F 34 = I'-0' TH2-ICO2 34' = I'-0' TH2-1001 u _ � 6 i7 ) >� x A ( B ,) C D E ----- v 14.1 ( G� ( F ; (E�) 3FT] 4-1 r rr n I6'-0' MIN 1 a.T ►•, O�OINTS IN TOP PLATE 31 21 B A f-ROOF FAR 98 14,i Ia.T GL 51Vbx101•z ---- N SIDE I 14.1 CbL 5'/�x10� 1/ OL 51/0x101/2 2x6 STUDS • I6' O/G 3x10 GONTIN. 1Y0_8� GL 63/4x`151/2 - 120'-8' �-I6 7 120'-8 - --r --- / _ f - -- --- PL�"WD LINE OF ROOF - - 2x6 BOT 44� 14.1 / NEAR SIDE i / GL 5'axl5- gb f � 46 14.E 14.1 114' 0 GL 3 2x10 • I6' O/C - 13 14'1 _ _ 0 PLATE _ ---- -- 1Y r_7 - - - - - ` j X94 ..�-ia,T ` � 13 JST HGRS 14.E --� y- ' f 2_ 9x5 TUBE 18 9x5 TUBE Gl_ 5'ex1017-' /` \- 45 , • OPENING) 45 18 / 9x5 TUBE 18 'S 18 94 18 94 14' is b GL 3 ex12 GL 51/exl2 la. 14.1 BE TYP- 14A 18 I4.T CTYF I TtiP 18 \ - 1c 4-45 14b 14.9 i 14.0. �isk_,ssj / T 141 14.E GL 5'/.x10'a GL3'/jxl2 2-45 >, . SIDE 5x5x/4 14.9 - 10' CONC WALLTUBE CONN, TYP FAR + -5x5 TUBE i 7YP x-10' GONG WALL �-4xd TUBE 18' LONG 18' CONC 18`` SIDE 4x4 TUBE - •4 1-1 4 • 12' i 22 11 -4x4 BE 94 TYP• 44 EACH FACE 94 14.4 •4H 4 V • I2' COL COL lTYPJ 14.4 14A 14.4 14_.4 EACH FACE 14.4 - -- i rr 18' COL II- - 94 --- - �PrO^1 -- - IJ -_�_ � � V1 18' COL SYM. ABOUT � �4x4UBE AROUNID96'-6' DUCTS ^ 5 g� WALL ELEVATION - GRID 4 _ re5 WALL ELEVATION - GRID 5 45 COURT ELEVATION 1a WALL. ELEv,4Tt0'�� - KiTO�--IEN F�+�,M M 143 ''e' 1'-0' TH2-CORY 143 °' = I' E'' + TH2-KITC � w 143 TH2WAL-4 143 ��°' = I'-0. TH2-GUMM 1� 1 A o p z 1 �;2 3 r ? l 5 6 ` J 8 , 9 H v- T rn 96 EXISTING 2x14 • 16' O/C 14.4 SECTION 0 z W/ 3/4' SHTG Q 0 -- - - En EXIST 3'p - - - - - - C) a, PIPE COL -- w '^ -- GO C - ---- --IP WAL --- -..�_ - - ----�... -- - --- - - --8x10 r GONG + 8 - 8' GONG- I V WALL �y -SAW GUT EXIST CONC WALL EXIST GONG PER OPP. FACE CTYP.? ----- ----- -- --- - -- -- REMOVE EXISTING WALL FRAMING ---- ----- --- -- -- -------- .-. --- - -- ------ ---- ._.. l E-+ ati 12 TYP 45 24 45 22 2x10 • 16' O/C 13' 0' 114'-0' 143 {14b\ EXIST 2x10 4E, ` 2x12 A I6' C/C 14b --- - -- --- - -_ _._... t4b -2-2x6 PLATE lab 14b } CONTIN 14A,� GL 51/ex.l5 GONTIN [� TOP PLATE / 7 �- - - - 1 9 �. 11 ED -EXIST 143 8' GONG I GL 5'/exl I GL 5'/ex9 3-mfl-T1x8 - 23 / - GL 5''/s XS ?3 GL 5',ex9 WALL <x6 STUDS • 16 O/C' y/ � 1 COUR_T_C 1 143 C-p-AT_A 143 i CQAJR-D 4x4 TUBE /�'� 4x4 TUBE- - 2-2x6 CRIPPLES -2-2x6 CRIPPLES 3.2x6 STUDS 3-2x6 STUDS -(86 \ 186 14 . 3 g8 NEI1W WALL ELEVATION - GRID A - - _ -_ - 143/ = I'-m' TH2WAL04 - 09!2 OUR!•AM ren/F'HFa�;F 2 80 70 80 50 40 :fG 20 10 -;t, OF bb • LIF TI1114 EGIBLE T IS LESS rlilllirlllll� 1111111 llll'In Illllll Ilflll 11T7TTfTf�T77A�illliflllllC�IIIIIIIfI1�' IIII 111117 ��II� �IIiQIII1ll I� 1111!11 t I I ! I IIII' l 10 I it 'Ij !' 11 ' APRIL 23 1994 �- __-_-1 --- I1' IS I)UE 'ro 'm E: QUALVI17Y JF' TIIIE ORIGINAL IMCUMENT. - CIIJIJIIIII £ 8J91 ZZ �Z OZ 8[ SI I �1_ 9�I 4I 6i Ei Z`. [i I i 8 8I L 9 I 9{4IIIIN11114II11114144111I IN11114111 IID IIII IIII�UIIIIIII�1_1 Uflllll�lllllllll�llll�llll�llllllllIli�lllll'IIIIL'�illlll(Illl{I�(fill'lll�lllllll!l�ll!lillll�llllll;�llt�llll�llil ll llllllL 11llJ1� IIIIIIIIIIIIIIII�I llllllllll tIIIINII I 90 s0 70 d0 50 40 20 20 10 0 GRID GRID) ' - `1". (GRID (GRID CiR GRID 4 STUDS FC CONIC FC CONIC 3 q' FC PLYWD 31/4, 4 STUDS ---- 2xb STUDS • 16' 01C 7 1 FDN WALL -- '/2' PLYWOOD SHEATI�ING - - I -LOCATE VERTS Ori I WALL SEE WHERE NOTED ON PL-N AS- CONSTRUCTION JOINT � CONSTRUCTION JOINT 10' CONG 2xb >gTUpB � I6' O/C ARCH 8' CONIC WALL _ AN BOLTS • 4'-0' O/C WALL 8' LONG +4 • 10' O/C •4 • 12' EA. FACE I!%' GLR I' TREATED 2xb SILL 0 O/ 04 • 10' ERT WALL :40R,Z 1 VERT HORIZ 1 VERT- TO HORIZ ' AN BOLTB • 4'_0' O/C HORIZ t VERT-� �13_p _ I�'-0' ---- -_--- - Imo U"- Imm' m' • • i 04 V + Ib' O/C 2'-0' BREAK BOND BTWN 9. BREAK BOND BTWN / I r Ti ' 9 BALAK�BOND �,LN - ' 1 CONC. WALL WALL AND SLAB W;' WALL AND SLAB W- 2 -0 -� 2'-0' 9' 2'-0' I-r5 H TId BLDG PAPER ' b. -- • BLDG. PAPER BLDG PAPER LAP DOWELS BLDG. PAPER - 4V + 16' -- } -- 6' TOP OF WALL M!N 2'-m' TOP OF WALL 42 BLDG PAPER +5 H 71B J4 • _-_ UNLESS ---6' GONC:. WALL 5 I 14,4 \ i NOTED 10 r - 4-•5 CONT--� OTHERWISE ' J_-- 2- 15 CONT. -! { :- '5 CONT _!_ 2- •5 CONT. -� IQ - • _! � •5 • 10' O/C-� ---- - ------ - _-� J SEOTI_ON A7 pQQR_�e�K�NS� 8' _ -- UNLE55 NOTED SECTION AT POOR OPENINC2 U D SECTION AT DOOR OPENIN_C_3_ _ UNLE5s NOTED _ 3' GLR OTHERWISE JTHERW!5E g2 DETAIL r(o2 TYPICAL INTERIOR FOUNDATION 42 8' CONC UJ,4LL FTG 22 WALL FOOTING rl \ 10' CONC WALL FTG 14.4 34' = I -C' T2-PTCI 14.4 3i4' . I'-m' T2-FTG3 14.4 ■ 1'-m' T2-FTG6 �.�. 34' ■ I'-0' T2-FTG15 ��,.� 3.4' = I'-m' T2-FTG10 --� – \ _�– 1/4• 9' (GRID) 2 �— FOOTING SCHEDULE + 3 1/2' + – 4/' 2x6 5TUp8 II/7' CLR - " SIZE BARS EA. WAY + i - - 9' -3'-0' SQ X 12' 4-04 AT CORNER + + COLUMN SIZE-}" _;-b 9Q X 12 5-04 BRG PL L4xl1x12 •�, _ _ ni b - Yv VERTS 4'•0' '3D X 15' 4-45 ! ! 4 - 3/4' x 12.3 AN. BOLTS PLAN • DRG PL — 4 N 03 TIES AT 12' STL TUBE COLUMN I I - ---- CONSTRUCTION JOINT .._ 5FE GONG. COLUMN /- 4' b, 50 X 15, 5-o5 SEE PLAN FOR SIZE 24. TW5RG PL AN BOLTS FOUNDATION PLAN FOR LOCATIONS rT1 Z SEE FND PLAN 51-01 SQ X 18 1-5 1 1 1� I I 3,• ._ I I I _-STEEL TUBE COLUMN I PAINT SLAB EDGE WITH BOND a R _____ SEE PLAN FOR SIZE a SD X 18' 9-5 1 1 30x30 BLOCK OUT I I 5x5 TUBE \ � - T ABDJ.+CER BEFORE B E POURING N FILL W/ GONG r BLDG PAPER I I I I I I EMBEDDED 12 t2-FTG-S I I I I I ',2xlx1 W/ 2 '5 CONTIN. 5 O/C -, % _•5 AT PANEL EDGES / Y I I I I I I 2-3/4x5 STUDS N � o 1' GROUT x3 KE W • r. SEE PLAN 100-0 I I 100•0 1001-01 I I 100 1-01 u w 06 DOWELS • -- GROU --� I I b' • • -- 8' • • 4" J- • ` ----- - - - - - EA VERT BARIL - -- _--7__ LAP 3m' MIN. FOUNDATION WALL -- - - I- - - 2' 3 4 • 6 2'-m' EXCEPT AS I6' SQ. GONG. PIER w c 2'-0, 24' 2'-0' 4' NOTED ON PLAN 4 - 05 VERT$ 1 GONG. WALL 5 - •3 TIES SEE SCHEDULE SEE SCHEDULE --_1'/:' C L R 34�} 4' GONG SLAB - --•4 V • Ib' I g, 8• 12, J p1 1 _77, ' -(14.4 / 2-KJ H TIB rr -- 4--1 3 --1' GONG. WALL E' o 3• - 1- I 1 I r_ U N 1 I I I d _.� UI SEE SCHEDULE I ©' �_-_ - - 2- '5 CONT. o FOR RE INF L \� a -- __ 3' CLEAR u SEE FND. PLAN FO ' S!7F - SEE FOUNDATION PLAN_FOR SIZE SEE FOUNDATION PLAN FOR SIZE _ x rn g4 CONC- COLUMN ',{iq,.{ STEEL COL. FDN. r54'� STEEL COL. FDN. 44 COLUMN DETAIL 34 FTG: DETAIL rl4 CONTROL JOINT g 4' SL�48 14.4' 34' I'-m' T2-FTG5 ,�I.'=h 3'i' _ -C' T2-FTG� 14.4 3i' = T2-FTG8 �_4 3V _ -m' T2-FTG9 I�.� 3'4' _ !'-O' T2-FTG4 �_4 = -F�' T2-FTG2 � ai V1 4 4 3L"/4, ' 2x14 • I6' o1C 2x4 OUTLOOKER � / ^ 1 + Ib' O/C `A l A I 4' BRG }Q 3 I `�-STL ANGLE W' 2-1/2' EPCyY ANCHORS-�` 5, FC STUDS BLOCKING j FG CQNG A� 3' FC GOBI FC STUCCO 1 -, ''4' _ EXIST STORAGE �X;ST STORAgsg WHERE OCCURS l - I EXISTING I I I /� 2x6 STUDS I GLASS BLOCK-- I I (A) • Ib' O/C W/ I 8' CONIC SEE ARCH DWG 11/12 I I WALL-- FOR WALL DETAIL I I I I PIPE CCL 2•/4' 1j1- PLYWO I REMOVE EXIST + cc -- �+ I �4 GONG SILL - I I /- REMOVE EXIST I FC EXIST 4 CO I EXISTING EXISTING CONIC SILL - I PON WALL I TRIM I BELOW TOP S' CONIC I I / TRIM FLUSH W/ TOP I I TREATED 2x6 PLATE W/ OF EXIST SLAB 8' CONIC I I 1� WALL--- I OF EXIST SLAB JLI I I I 'P.AF.' • I6' O/C MAX SILL- -----+- 4x4 TUBE- I I I I I I EXIST 1 EXIST CONIC SLAB �- EXIST CONC SLAB EXIST SLAB 4' CONC SLA B r- EXIST CONIC SLAB I I w STL ANGLE--­­' NGLE-� 1 1 I I SLAB I /- I 4' CONC SLAB-\ 5 - -- --- • WINDOW r, I I --EXIST FON 2-5 b 2-5 CONT) EXIST F'+W ■ CONT. SLAB GONG PIER + COL EXIST FTG BLDG PAPER- O z VERIFY SIZE EXIST F:TG. EXIST FTG. - EXIST FTG. (FIELD VERIFY (FIELD VERIFY (FIELD VERIFY -_-CONC WALL / aIZE 1 DEPTH; �- SIZE 1 DEPTH) SIZE 1 DEPTH) --I -CONC SLAB _ 0 'Q g� EXIST SECT, r8& DETAIL Ido DETAIL �� _ EXIST SECTION r4'& DETAIL 3�- EXIST SECTION I� DETAIL � en 8 14.4 1112' = r-m' T2-XI 14.4 34' = r-p' T2-FTG1� 14.4 3.4' = 1'-©' T2-FTG11 14.4 34' = I'-G:' T2-FTGX2 14.4 34' = I'-p' T2-FTG12 44 3/i' -- I'-c' T2-FTGX3 14.4 3/4' = 1'-m' T2-FTG13 �y 1 ■•1 �i ' z I � � H `EEDIx(2x6 5TUD5 + 16' O/C./r L 2x2x'/ 44' CHECKER PLATE IE' CONC WALL HATCH STIFFENER 2'-m' WIDE W/ L 2x2x'4 14.4 1 • 12' O/C LL FG + 2'FE R TREATED 2x6 PLATE 2-•5 CONTIN � STIFFENER • JOINTS HORIZ 1 VERT FC. CONC r M�4 W/ %' AN BOLTS + 4'-m' (TTP' -. 41j4' v �y FTG, STEP SEE PLAN 'S • • 8 4 TUBE 807. BARS + \ 14' 18 L 3x3x'/4 CONTIN 14� DUCT - �p 4, 2'-b' MIN. PON. WALL 14.4 W/ '1 'xb' STUDS D -'--- L 3x3x'/4 CONTIN- � •. W/ 2x6 STUDS • 18' O/G SEE ADD 2-5x10' m' - L 3x3x 4 CONTIN MECH TOP / BOT * OPENING \` J • 12 O/C N,' CHECKER PLATE W/ ',2'x6' STUDS IIq' TYP. 1'-0' WIDE PIECES + 18' G/G EMBEDDED 1E TYP EACH EDGE 34x8x8 W 3-34x5 STUDS Z-BARS - - - -- 96'-6' SAME NO. 1 -- r 8. GOND' O CL • A# y 8' CONC. WALL I_ �-L 11xTxl�ixli4 � DO NOT WELp 4 + Im' O/C. i I I SIZE A5 F�7G BARS • � CENTER PLATE HORIZ 1 VERT-- ; HORIZ 1 VERT --! 1'_3' I I � 3' -FTG- BARS _-D'72-416 \ TO ANGLES --- CLR - - -"- 2•b L 2x2x'g10' I I - r I g' S, �-5 • 12' O/C EA WAY � � - 4x4 Tl!BE - 2-43 CONTIN _ _. 94'-0' $11 , I I TUBE --- - _-ice -t r I I `I FTG. GARS - - _-- 7x42-144 t• , -8' CONC WALL 5 + 12' O/C EA WAY II II 14A FTG. STEP '16 DETAIL 58 MECH PIT FOUNDATION (38 � MECH PIT FOUNDATION E 18 DETAIL 14.4 3/4'=1'-m' T2-FTG?m 14.4' 11,2' = 1'-0' T2-FTGI9 14.4 112' 1'-G^' T2-FTGI8 14.4 1,2' - 1'-m' 7'?-F1G16 1,4", "y'=. O' T2-FTG14 (J9i27/91 `.''I�I bl.IkHAM F'D/PHASE :> 80 70 80 50 40 30 ZO 10 '"b OF 66 ,gym. I[' 'PHiS DOCUMENT 1S LESS •7JI III �III 1111111 III IIII I III III III I I lri r� - r�r i�r r�i r 111 1�1 ilr Tir II I�I'I�! ISI I!I 1�1 1�lil I ISI III III I I I�I�Ii! I�I I I I�I I�I III I�I III ISI IIII I�• r*�1��T�� ( i p LEGIBLE THAN THIS NOTATION, � i 11 I I I � I I � � � 1 4 � I I � I I 1 6 I I •j I � I l I I I I I 1� APRIL- %)3 1994 IT IS DUE TO '1ltr QUALITY OF �- 1 _�+L_ -L______-_- �_ -_ b �1 No.3E THE ORIGINAL DOCUMI'NT. S Z 9L LL 19Z Z 6Z EZ �_l 9i6I EZT T1 i 8 9 L 9 4 ��I 8 6 Ioiue j30 IIII IIIllllll IIII IIII IIIIIIII III!�Ilil Iill�llll�llll 1111 IIII IIII III! lllI IIIIIIII IIII IIII IIII IIII IIII IIII III. ,1111111 VIII IIII IIIIIIIII IIIIIIIII IIIIIIIII Illlll!ll lllllll Hillull lliluLLi'u -IIIl�llll 11111L'1 IIIIIIl11]IIIlIIII IIII�Nil f 90 p0 70 60 50 40 30 20 • EACH JAMB 10 0 DBL 2xb STUDS 2x6 STUDS O Ib' O/C DBL 2xb CRIPPLES !,I PLYWD RIPY ( - GUT TOP PLATES 4-SIDED BLOCKING PANEL N - "- 2x(9 STUDS 2xb BLKG 3 EACH SIDE '' A7 PURL IN -21�i' C .D. \ DBL 2x PLATES , /rG`N • Ib' O/C W! 4 PLYWD ~ " a � • I6 O/C PLY LIC - - '4 PLYWD 112'-8' �- a�4' PLYWD II?'-8' 112'-8' �l 113'-0' �., RIPPED 2x STUDS j -- -- - - - - - - � 4x10 PURI IN • - -- ----- TRUSS- ! GL HEADER MAX --- •'Ib JOIST 2' -JOIST • 16' O/C 12' I-JOIST • Ib' O/C - ----- \' 5t%xl0�j - - - / PLAN ABOVE HEADER I? i-JOIST C r- /'\ ---- - _ DBL 1x6 STUDS EXIST 2x10 • Ifv' \ �\ - - - - --- - -- - PLYWD 1 -- ~• NO HORIZU TAL 1 Y 3 _ _ 2xb STUDS • Ib' O/C 1 __ __ 11' I JOIST • Ib' O/C � _-f - 1 1 -Ppx12 L✓L -TRIM EXIST 2x4 GONTIN. LVL 134x12-� 4 4 12' I-JOIST • 16' O!G -7REgTEG 4x8 PLATE JOINTS IN II II I II ISI 35 LEDGER W/ OU7LDOKER LVL 134x12 GON71N- b%' AN BOLTS 4'-0' CIC PLYWOOD 1416 5%,3CCA I6' O/C 'L50' • 16' O/C COUNTERSINK BOLTS GL 511•x1? 5x5 TUBE `3T :� ERED 4x8 PLATE W/ ' �y' AN. BOLTS 'L50 EACH SPACE ELEVATION 1 • 4'-0' N. MAX ALT SIDES ' ---2xb STUDS • Ib' O/C 11 ELEVATION 1 3s ','-fin' 72-M3 E� ST 8' GONG WALL (COUNTERSINK BCLTS) 8' CONC WALL __PLAN ABOVE FLOOR 14.5 - - - 8' CGNC WALL � -------- 3/4' PLYWD I I j 21 � DETAIL 91 DETAIL 6 ) 14.5 j -m' T2-MI �1 DETAIL tot DETAIL 2x6 STUDS • Ib' O/C -2'•;' C.F.D. 3 3 - --�;z. PLYWD I4b 53 1,4.5 T2_F1 14.5 -c' T2-F4 14.5 ',' = 1' t?-F5 1as� --- �_ � 14b ,{ *I CsL 5i'eklpl,� 41 SECTION GL 51j x12 MECH UNIT A.% GL 5111•x12 14.5 3'4' _ '' O' T2-M4 41 �1 WT.,2000 1 • 16' OIG - } i+-WALL BELOW I 1�- --- 1 2 GL 3_%x,2 - {E J I I II -------- -- -- --- - 'HHU212-2' .• -2x6 STUDS • 16' OIC �^ -- 2xb STUDS • Iro" C/C I I 2 SIDE IQ %x3x6 I - x x Wr' I��' PLT WD i' PLYWD P.ARABOLT y I I W/ IDE BOL? a : ° 2 ARABOLT 1; iab t- � 5x5 TUBE I I BRG IE '4x8'%xb 3/4' PLYWD 5x5 TUBE-- - .Ib � U \ --MECH UNIT ASU-1 • 8' O/C - - • 8' p/G I I 14.1 0 -t LUT 55000 v 34' PLYWD" - GL 31'/•x12 LEDGER 1 -r-� • _ I -- ---- 113'-0._ c I I ' _ I I �;' 113'-0' � I ----� f---- ..-- - -- � �--30" BL D'G PAPER -_ 5` - f• MECH UNIT r . •• I I �xb WALL --- -- -•S o MECH UNIT ll BE7WN LEDGER t CONIC I 53 GL 9x12 ~ Qy' i J WT=3800• WT■3800 {` 4x8 LEDGER + I I TO ROOF-- a 8' GONG WALL- 1 vj 14b a --1 r-- ----------- -- IG x I GL 83/4x19117 1 1 I\ �. JF I\ 12' I-JOIST • Ib' O/C -_ B KG EP,PANEL LD BUILT N j 1 I I bl OX • Ib' O 16 ' PLYWD--- 112'-8' - { I I GL 3119x12 GL 31%x12 ^ o 91 I I j I I I 14.b _+ 3 + 1 1 "'_•__ �„ --- I I I I 11 a1 - GL 83/4x19117 4' I 1 1 TS 5x5x11 � 'HHU5.126/ - 2xb FIELD BUILT I4b 4 PLYWp 4 \ RIPPED 2x STUDS • 16' G'C MECH UNIT `----- 12' I-JOIST - - -�- - - I I ��f 12 TF' NGR � - � �(� BLOCKING PANEL z o '■hI WT■2000e I 1 14B 3' L • 16' O/L 12' I-JOIST 3 v cv C GL 31'/16x121 I I GL 311 xI. LEDG R 3a, _ • 16' O/C 2 SIDE�IE �xbxl2 j I I j I I GL 5Zsx12 4 W/ 2- 4 BOLTS _ -� 14.1 DBL 2x6 PLATE _ . JOIST HANGER B� IQ 3j4x8'�sxl2 / 1 2 SIDE IQ 'vx5x16� I - - ----- GL HEADER TS I W/ 2-3'/16' BOLTS I I GL �'i12? I I 1- I GL 311•x12 i 5119x16017 ►� A 0 PARASOL 63 I BRG P 1x4/9x8'1'9 I I -- -- ' 00 TJI�3 Xt•11[�I' O/C a •g/O G� 14b I I BACK 112 3/4x81'exlb I GL 3119x12 W/ 5x5 TUBE- -y 3/4' EXP. ANCHOR I 1 1 I / 5'-©' I I I I 46 / 23 VERIFY r, q Ib' O/C STAGGERED - - - --- I I w m I (TTO MECH UNITS) I ,{} I 14JI I4b 3 li S3 MECH. R"i. 201 FRAMING PLAN �3 DETAIL 53 DETAIL r43 1�IECN. RM. 2�2 FRAI"11NC� PLAN 23 DETAIL_ 13 DETAIL � H 116 ' . I'-0' 7H?-MEC2 14,5 3'4' = I' 0' 14.5 3j4' = 1'-0' T2-M2 0 �_rp I's . -0' TH2-MEGI 1�� 314' I'-0' 71-F? 1�,.5 3j4 ■ 1' 0' 72-F6 14.5 e V a IJ iQ V) I � � EXIST 2x1422 - - 12 SPLICE ,2 11 - -- ?2 - \\5 I 14.6 � 143 SEE 98/143 - 14b f---- 71 I4b ,-GL 51/9x15 CONTIN - j FOR LOCATIONS I I I I )4\ U 14 N % gym - - - L ID z. © 5 � IIS B Y I I e1Q' PLYLL'CD a I - "� PLYWD I I I4b I �� e x I ' x t P \� 1? 1 +a ;J \N^! 1 I ,�� 0 14.1 0 •1b �'� 14.1 ♦ 1Q7r ` 1 I i 11 �►� .n III I l i 4 I I 2%10 «I I I I I I i° , I 38 .I F ✓:a• � 14.1 \�\I J 101 G U t A .I 1 I 25 Ib' DI I C 15 C U B • 1h' OIG I I C U _ 11 I 14 __Q R_ ,\ j I I I I I Zx\4-� I MECFI WIT ACCO-al I4b SIM x II I I \`ti// =, \`ry I 14.1 I \'1/ 141 �° 486 - ��ry \\`1, CFI WIT ACCO-4 urt.160 ° I _� arr.tOm■ 93 '� I I j L 51119x15 4 �' __.GL 51/Qx1 - -b'1r GL 5'�xl 6 L 5 x15 �' L_51j x15 i I 146 I I � � � I I _- II I • ti a �" • �14 "44 - 94 I f �14* 22 18\2 114.1PJ \ ,? 5 \ - - 48 'L 31 - \�y ry \'1 I \'1 I I / GL 3'19 x1114 116 IG I4b, 2'; I4b I4b I I \\� 14.9 �,ti = � 14.1 I O 14.1 III III 14.17\i4,6, \\� 1 I I \� \ 14J 14B \ I LEDGER �t O \Z_ 0 L i x I GL 8ai x21 GL 8ax4x21 TS 9x5x1i4 ° TS 9 x', TS 9x5x14 _ �' I e` TS 9x5x1/ 3 e" TS 3x5x! c) TS 3x5-! TS 9x5x1% :e T5 ' 5x1'/ %e GL 5'9x16`/1 .4 OB �-� GL5 x9 GL 834 2 = -- __- - 1 -- ---- - ---_- 4x10 LEDGER : 1 63` a e` 14.8 1.e• . 3.a' L 11.8` 118 - . (r■� ,\ I , •� 28 - --- - Ib 18 94 32 N■•� 14.1 14.1 14.1 14.1 0� 14.1 148 92 y' Y 146 I 1? I �Y 14.1 I GH UNIT 14.9 I1 --- ---- - --------- - - - ?8 --- - - x m 14$ 53 I w1 ; ME' • 1416 I I • ( 14.1 (' WT 50 I • d) �-I s �__ _ __._._.-.------_-------_-____J Q / - D Q '• 111 - " ---- J $ -- --- -` 14.9 - --------- - --- - -----�-- -- - 1e I� I 11 9 PLYWD I4b r______.__ __-•--- �r---- 12 _ � W 43 GL 516x16616 1 x ?6 - O 1 I I b 43 0 14.1 _ 52 F� I1I1 �I1-1I +I -I-h� Z .. G I 11 33 IIS 4AP 11146 I I I II b' p1G� I I ' �1a l _ 14.1 -- _ 3 - - --- -- I(° 14B I �7 0 5 �; lab \.yti Itto 1 1 1 1 1 1 1 1 11 I I I I I j113g07� • � I I I I I I I I I I I 1 e.c` \� 0 I? a - 1' W I ! IIIII \to' i; I I I I 93 1 l� ` 3' ' i LOW RO Y 14.1 --. I v _ - U -- .9 �•oi d� 0� 1419 I %��P ®P� la 4B L12 (Q' I 12 PLYWD 56 C� - \ O -- -in I - h 14.9 1 N N N z N f N �/ N 51/ 13j x I, , �2xi0 LEDGER W/ z I • O I4b x GL 51_9x93/4 N Q' 1 ct) N GL ex!4 5 GL 5 9x16 7 s o I LOW 35 4 • 12 O/C fo • 12 I I x -m �,� I-- - m �: u. I---^- I--- Q �-----__ 9 I _ / �9' PARABOLrB W/ SAWI. TOP �ti U • "1 W SAWN TOP r STAGGERED 3'- RO I4b ,vj ,5 I 3 BAYS &-i4l \ryU�N - \� ~ 3 BAYS �I_-.__- IIII 1 ~ • • F ------ 1-1-1 I - (� I N� I4b li 58 ax �� '� ---OD q`tj } 9 1 14B 5' ABOVE t BOTTOM) 13 TYP A 2x10 •-Ib___._--•--•� � 4 � � '- �. 1'b. 44.9 - �'3. 9 GL b/4x16/a GL b1XIb1�o..` GL b xlb1 14.9 gm �Itif ' O/G GL 51iex161ia I O \22 GL 6 4x33 62 -- --- Q - ._C14 / 46 13 '/, 3 -� W 0 1(vti ,2 4 PLYWD_ 1•r1 V O - ; I 14.1' I I I I4b I I?' TJI/350 `-_ - I I I GL 51xsxI2_ 8 r , 146 F+•1 f/� 36 } --�---+T'- ,0 L1O 31 28 14.1 �I► 14,1 ,� f4B V 1 • 16' O/G- TYP. 43 2xl' LEDG 112 f.�'_ :e « Ib � 14.1 53 I4b 53 2Xf_ --~ - I I I -- - -L------ --- - . 3%x14-I6-I 3. !U • W 14.6 14.10 T - -- 14.1 - � _ 1■�y --- GL 51j9x12 � GL 5119x12 GL 5119x12 /9x TS 9x5x1.4 TS 9x5x114 TS 9x5x1/4 TS 9x5x114 TS 9x5x1q - --- TS 9x5x'q GL 5'-9x15 - - - x �_ 95 F _ - -- - - --- - -r --r r -- 8OE - GL 634x33 1 1/2 7 1217 1~ BOLT LEDGER`-_ _ 6 O a GL 5ljsxl3 -1 -1R `� '�►; MECH UNIT ACCU-I / 64 i�011 I4b M 46 . - 58 \ .. TO WALL\ 1 'T 8 11 14.10 I 14B I �r X WT■15000 \� 14.10 ry 96 W.' 2-3/4' P,.RABCLTS �y II 1a.9 x --- a ° N a a.Im/ 1•� ,'� 3' 1 �, r x N l o� •�, I4b \1 14.IL7 �' MEG NIT -$ L ° I �x U OC O X N j 150 II 16 14 o fi \ o , 1)\I G x ' /u) C'L 51�sx12 1411 W _ 53 I OIGF I 28 14.1 14.1 M` 14.1 J �I I -1\ ( �'n ( \2 , OI I I 7 Q I4s I II I x10 • 16 I /'-b3 GL 51/9 .12-14-12 , I I 148 I I -- S ,6 II 'n ! \6 X19' PLYWD N W r 96�-IM F�.y■■4 a� 1 I IIIII a1 I I� -1 33 - J _ I I ` 14.10 ( JOINT) J 14.1 14.1 x A Ur - F- \ F■dl 14.1) G 3119 x 12 3 ---- 13 14B ~ „ � Wx 1 1- `y 1,2 I Ia.IE - 1 - I 14 14.1 ` /� �^,� 2 8 • 1? O/C ��� GL 31,6 x12 7 12 10 a LEDGER _ �- 1' -� - -- � 1$ GL 5 9x12 a GL 5_%x161% TS 9x5x 4 /GL 3X13 15 - ------ -I 3-30d v , - ----GL 51j9x2211� I�r L 3'19x.10'17-12 -10''7 LEDGER 7S 9x5x!4 34 a� ryp', \;+8 J � x c_ 66 6/' 11 2 10 • ' �'�-� „ 3, � 1 96 14 14.1 �a' +���T+ ;�O I cn 14.10 t4.10 / 94 a I 14.1 ( a� 22 \� •f ••� • \b IA I- -TS 5x5x4b LFDGEIQ ` I I - WALL ELEVATION -- 48 14.10 (16 1 ?b I� �+ 14B + / / x •/ 6 l 14.10 ry /� / 14.1 ,4 ltl �'1 GL x�l. 93 1 14.10 N (Y c G , 9 L- G I4b / - o GL 5119 12-14-12 ✓ 14B d+: BGG 63/4x191j� - cv. i SKEWED JOIIST J. 2 v i TS 5x5x 44 - I I • 16 I I HANGER In ,- b, �P,. 2x12 +u" 34 a0 w1 14.10 I /� \� - x1- - SEE OPP SIDE NOTES _ M 1 `t� SEE OPP SIDE /48 - - FOR DETAILS J , 7 - FOR FRAMING .--/ jam'--fes 1. THE SYMBOL j DENOTES ELEVATION GL 5119x13117-15117-13 3'-0' - 61 Y T.^. THE BOTTOM OF ROOF DECK OSF 14.1 ?xb FASCIA-� I2 2. THE ST'MSOL JL DENOTES JOIST HANGER 14.10 3. THE SYMBOL�7 POINTS t0 FACE OF WALL W/ 1,7' PLYWD SHEATHING �. / (2) 3 4 (5) 6 ( / I �� �� 4COLUMN, REFER TO DENOAN FOR SIZE 5. THE SYMBOL O DENOTES A BUILT-UP WOOD COLUMN, REFER TO DETAILS FOR SIZE. ROOF FRAMING V� I Lf-il V b. DRILL 1'14'a HOLES FOR VENTING IN 14 * 5 GLULAM BEAMS IN JOIST SPACE. COORDINATE W/ ARCHITECT. 14.5 = 0' TH2-ROOF so 70 so 50 40 30 20 10 [11 IRFIt,M RD SPI-4ASE 2 1 IF THIS DOCUMENT IS LESS f�f Ijf �ljl Ijl Ijl Ijl Ill ljl I�I Ijl Ijl I 1 1�1 r1T ��1 Ili !11 I I Ijl I�I Ijl 11f 11 Ijl I�I !�I Ijl Ijl Ijl IW-16 jjj11 �1 I� �� 101112APF�1L 23 994 LEGIBLE 'THAN THIS NOTATION, L-_-_ •-__ __.__;_-21 4 L 7 '-____ -1 � r 11' IS DUE TO THE QIIP.LITY OF Me 3% THE ORIGINAL DOCUMF,NT. 7 "111111191111 Z II OZ tit 9t Li j 916 9t 1bt Si Ll Tu�� � �IIL 9[11t,1111,111111lllllll IIIIIIIII IIII�Ullllllllllll lillllfll III��I�jj IIII�IUI lllllllll IIII�IIU IIII�IIU IIII�IIII [1 111,1,14111 IIII�I1 llll�llll Illl�llll IlII�11l1 �Ul l 1111�1U1 ll11111U 111)1►� 111)1 LI IIII IIIIINIII i i NOTCH GL I' 23/4' 7 90 ----------____L 8o 70 80 50 40 30 20 10 GL 834x21 �B7 lei ' TYP i I 8' CONC. -I -- ---..------- - WALL ,' �T GL CP3/4x161/7 8' GONG. � 2 SIDE R 14x6x16 WALL-- W/ 1-3'4' BOLTS I`IIN. � \ EMBEDPEG 1£ j FC. LONG. 34 xIL�x20 W% �._. IIT'-i®' 334 MAX. WALL C�� 4-34'X5 5TUD� D 3j , D 2.8 BLKG 3 BAYS GL 6 4x16 2 113'-5 _ j //'� MIN. 12' I-JOIST • I6' O/C - �' PLYWD FLAT • 2'-8' O/C ` e 1 34' MAX. �^ � /'-- 'H2.5' EA. STUD ^ 1'4 B/ 2x6 LEDGER SHAPED GL 8�i4x11 113'-5 _ .a_ _--- - 8' + i % PLYWD 4�7' \ FG. 15EAM 112'-10' 8' / I I SLOPE r _ �1/ ?-!2d EA. STUD - 1 4, --- - --- I - --- - I� + - 411/7' GL 63i4x161j7 mill 2X12 GONTINa 2x6 SDS \ 4 PLYWD 'TS18' 1 BACK IQ GL 834x21 GL 834x2! Py+ 1 tRl2 B_K'G 6'+ + / '{,� ' 2 I ALT. SlpEg-- 4' 1 1 � 2x11 • I6' O/G '�z' PLYWD \ 2x8 FLAT SHAPED xllx20 W/ - — — W/ 2-I66 EA JOIST 2x6 , � -2x6 • 16 O/C 2 SIDE 11/' t I • ! - --- �� e--4!41x5 STUDS + 98 `1--- [�3 �. � �-BRG IQ QX61yX1T -BRG P 1x1 eX0 I T I -I +- 2 SIGE IQ 3�xbxl0 i�4 l/ 4x6x1. W/ I I I I W' 2-34' BOLTS 2-334' BOLTS I ! LINE OF JOIST I 1 'H2.5' EA JOIST E>"91 KI4 JOISTS I I I I [ 16' O/C 45 E/IST 244 ,1015T8 2_- 2 SIDE IE 4x4x6 ST�lpS I I I I BRLa fQ lxrni•'ex6 ' t 1 BEYOND I i g • I6' O/G 1 r W' 3-'NI6' NAILS 1 BEAM 2 SIDE IE I I I I �14 48 lib '� - -- _ _-1x4 BRACE BRG IQ 's x33jix51 i 3 I I BACK I ' 'I"4x9 3 ex8x1. W' I I I I �- TRiNi ENDS OFF GL 51%x16 I � + GL 513/x!5- I Rt --- - - e 4'-U' O/C .-3'4. BOLTS I I I I 5x5 TUBE - i I I I I I I I I I TRIM ENDS OAF W/ 1•�%' PARABOLTS ti ti I^_ I I I ! 2X6 STUDS I I I 1 EXIST JOISTS BRCS IQ ex8 ex• I I I I j ! I I I I I I I EXE.;. JGiSTS • 16' O/C W/ I I I ACG JOIST HANGERS I I I I I I I I ADD JOIST HANGERS y EX'3T WALL- I I 5x5 TUBE I I j i I I !'i' PLYWD 1 1 REMOVE FEMOvE I I I 1 i ' I I - -_ _� - I I � I I � E .IST WALL -'I I I I +11 GL bkox9 I I 1 1 1 +1 _ �12 DETAIL _ X02 DET�I� 42 DETAIL r32 DETAIL 22 DETAIL r12'� NON-BRCS UJr�L� T2-821 14.6 '4' = I'-©' T1-R33 14.ro ' E 72-822 1410 4 1410 3.4' .. o' T2-R'9B 14.E p-0. i 2-RdA 92 DETAIL _ Q 14,6 3,4' _ !vG TZ-823 T l 2 i I \ FC. STUDS 4'- S,1ro224' • 4'-p' O/G ST6124' • 4'-0' CIC 124'-0' VARIES FC. EXIST GONG WALL --- 124'-0 N ' C - VARIES T - • 114'-0' J 4 W NI6' NAILS W/ IT-'N16' NAILS '- 3EE 63 --� ITT'-2 TO PLYWD 0 SEE PLAN - �� n la3 VARIES a1/ 2xIC BLK'G W/ % PLYWD -2x10 BLKG TREATED 2x8 PLATE VARIES SRF - 'H25' EA. STUD �/ 122'_2' TO • a 3-12d TN. �A SIDE 5s, AN BOLTS i 4'-0' • - 2x10 ej , DBL 2x6 TOP PLATES 123'-1' Q 2-2x8 PLATE W/ V PLYWD 2x BLKG • • 16' O/C - ' PLYWD1 ROOF El_EV MIN I6' LENGTH$ - s%' PLYWD 4'-0' O/C _-=_= - 6%' AN. BOLTS ,i " - = _ __ - � - - I6 P 12' O _ PLYWD z � 2x BLK'G • o ��� HALF LA IL _ 4'-0 0;'C • 4'-0' O/ MAX. --I - --# -f- to 2x10 • !6' O/c, �i' PLYWD ;/ Z BAI"S W/ d • /C JOISTS - SEE - -�- r 2xIC • I6' O/C 2x10 • 16' O/C PLAN FOR SPACING • a 1 / - _ - 2 BAYS - z + + + 2xIG9 JOISTS --- 84COI0 O/C U)1 - _ 04 G 0' WALL W/ , � ' _ •4 • 10' O/G HIV a 'A35' -- __ T- - N 3 �� � r VERT REINF SEISMIC ANCHOR Z-"5- -- - I, -2x10 • 16' O/G - �� 0 4 2x6 BLKG-J \ o ON WALL g---- a 4'-C'' CIG 4x8 PLATE � c - � j— 2X10 JOISTS ___ 40 -GL 6334x33 W/ /4' AN. BOLTS 2xl0•J015TS I! ' \-- 2x!0 LEDGER W:' SEE PLAN u ro 2'-5' O/C VERT REINF • 16 O/G 3/ m A 3-16d EA. STUD FOR SPACING �' '.'ERT LL tt ` O -4x10 LEDGER W' � GL 6 4x33 I ', , -ON WALL � � ON WALL I. - � 4x10 LEDGER W/ �+ NOTE: JOIST HANGERS (MIN EMBED 31(/7' U C 4 2x6STUDSCW/ i � A e 16' OrG W/ J t SEISMIC ANCHORS 8' GUNC WALL - 334' EXP AN • 32' OCG I c (MIN EMBED 3',7'� ,, _� 4x10 LEDGER W/ SKEWED • NORTH WALL 04 I0 O/C -- + o z' PLYWD 3.4' EXP AN a 3T' O/C 3 --- -8' CAST-IN-PLACE EACH WAY 203' + 1� ' I W a ,n (MIN EMBED 3 � ) GONG WALL W,' 04 • 10' O/C HtV 4' + H S'GE e ,5 '-bx61/244� W" 3 - 34' BOLTS - >✓ACK FQ 34x 2X2'-4' • \ a DETAIL �p3 DETr41L 53 DETAIL LJ/ 8-34x6 S�UD7 33 DETAIL 13 DETAIL x 93 DETAIL '13 -- - BRG I'x6��7x6tii H T 31/' I'-0' T2-R6 141a 34' 14.ro 34' a I'-O' T2-R!1 14.6 3'4� _ I -0' . 812 14,6 34' _ ! -47' T2-R10 �4.E� 34' ' F. 2-R5 (4� DETAIL 14.5 4 H H 14,0 334' : 1 -0' T2-R14 ( ) ,a E Ito'-©' 114'-0' I 2x6 STUpS - - -� � V e IF' O/G W/ Iz D A 2x1? LEDGER !'1 '%' PLYWD 2x6 ST'UD9 � DBL 2x6 a' vi p 8 GONG WALL W/ . 5TU 114'-0' � , - - ------- L7 •4 +0 10 2x6 PLATE ;-GONTIN PLYWD a 16' O/C W/ PLYWD PLATE x6 FLAT x 1'-0 W/ E•.. STUD 114'-0' FILLER �/7' PLYWD ---f 113'-O' Q o1 PLYWD -- FE 20GAx3' 111' - Ll-J ---{I H t v - 9�6 ANCHOR J 2 ROWS 8d • Co' O/G 113'-T' a 2'-8' O/G - 6%' PLYWD s ' r TRIM EXIST :x4 35 I6 I-JOIST 14b • 4-0 O/C e PLYWD- I ROW EA. SIDE OF JOINT 'H2.5' • t6' O'C- 112'-IC' 4 ejs' PLYWD / PLYWD SLOPE 2x10 GONTIN r-' OUTLOOKER lay Ay PL1Wp SLOPE 2x6 BLKG- �, � EA. STUD 12 !-JOIST • I6' O/G '2 I-JOIST • 16' O/C `�- � 11'.'-10' MAX. 34 PLYWD - - `- - 2-2x10 BI.K'G - _. -- :_ _.-_-j � b C/G - 'Ti--- M 112'-2' 2x10 -JOIST U 16' O/C + + + + + + 112'-0' MIN. + + + 2 - --- • 16 2x12 • I' ' - -- + + + + + + -3� � <xl2 a 16 O/C x10 • I6' O/G �-- EXIST 2x10 • !6 \, 1111-41t� EXIST 2x10 � • Ib O/C --TRIM EXIST 2x4 — SLOPE ��' PLYWD 317, `^ _r EXI87 SHT'G - -� _ _ OUTLOOKER SLOPED 2x6 PLATE -4-SIDED JOIST HCR. - " + + + + + + `r-� - ------ 2x10 GON11N �--2x6 BLKG « DBL 2x6 PLATE-' FIELD BUILT -� + + + + + + + �, -� _ -J0157 HGR 'H2.5' EA JOIST - 2x6 BLKG Wr 2-2x10 BLKG / 2x10 LEDGER W1 2x6 BLKG PANEL -JOIST HGR. - -- -` x • 16' O/C -- - 31,2 3-16d EA. SPC.E 3-Ibd EA. 51'UD -' 'L50 • 2'-8' O/G i/a' PLYWD FILLER --- I EXIST 2x14 JOISTS 'L50' s 2'-8' O/C 'L50' • 2'-8' G/G -2x6 STUDS GL 63/4x161 7 -' GL 3%x11/4 W/ �- EXIST PLATE 2x6 STUDS MIN 4' LONG FACE 12 I-JOIST GL 5%x15 a 16 O/G I e I6' O/G W/ 34' EXP AN. VERIFY AN. BOLTS i, �H GRAIN 1N DIRECTION 2xIC BLKG BETW'N • 16' O/C - e IE ' O/C 2x6 PLATE W/ - JOIST HGR EXIST 3' CGNC WALL a 4'-0' O/C z PLYWD• I6' O/C W/ OF -JOISTS 'Hp5A' • JOIST NAIL TO GL W/ I ! 1 TRIM ENDS OFF ~ �,7' PLYWD---- 4'-0' OlG 3-16d EA. SPACE GL 3'%x12 LEDGER ST,grsGERED Ibd • 8' G/C: -EiJ S' 8' CONG WALL r.� GL 83/4x.1 JOIST HaR. W/ 3'4' EXP AN. I I I I M+� JOIST a 16' C C REMOVE I I ADD TJOI JOIST it I STAGGERED EXIST WALL- �I I ! _2x6 STUDS I I v1 • 16' a/G ETAIL 95 DETAIL �5 DETAIL �� DETAIL 5� DETAIL 4� DETAIL 35 D 2S DETAIL 1✓ DETAIL — a .1 w 3 _ 2 3 = 1'-C' T2-R13 14.1'0 3'4' = !'-0' T2-R9 14.(0 3'4� 11-0- T.-R'! 14.6 3'4' - "-C' RB 14Jro 34' _ C^' T2-815 •7 14.(0 3j4� - -0' T.-830 14J6 3'4' _ !' D' T2-R31 1411 4 !'-0 T.-824 14.6 4 CO3 5 6, 5 • 1i�, ''a �- - 2 A z WOOD I.JOIST J i I SEE PLAN SEE FLAN ` VARIES VARIES r 7--- , ----- 1 _ -- -�`o HOLES � --- - 2x4 •-2 -0' -- � PLYWD r [� FOR 'N16' NAILS r 4x4 BLKG --_ - VARIES I ; '5/a' , h+� L 4X 4x'4 WASHER t2 7x2�e 8Q 1''2' PENETRATION MIN 5e' PLYUD /- e PL r WG ry A _ AT SCREWS I -I JOIST • IE' O/C �4 PLYWp - g' GONG. WALL s PLYWD IIZ'-8 + + + I 3-8d EA END —. \ 1 �, ..a -- �„� z �� 1 + + + X1/2, SIMPSON 'U' SERIES JOIST HANGER p + + ± -- i \ -- - -12 -JOIST a 16' O/C TYP 0 O GYP BOARD WHERE OCCURS I a 3-8d EA,END 12 I-JOIST lb' I-JOISTS 347 I6' i-JOISTS f£�1ax4-� CEILING FLANGE \ ` ` • 16' C/C 4x8 LEDGER W/ .�1 GL BE W/ 2-NO, 18 WOOD ' HANGER 4 JOIST SPACE BLKG PANELD -2x10 GONTIPI 3 0 / FOR SPACINr•� M+ 1 V SE IJ''M I C ANCHOR, SCREWS EA. SIDE • \ 3-Ibd a EA. 2x4 I 1' EXP. ANCI IGR T JrV L_J a 32' CC 2'-8' O/G - \ -4x8 LEDGER T2-R44 - STUD WALL INSTALL 14Io EATSIDE OF JCiSTREWEB I �/3j4' ExP. ANCHOR AFTER ROOFING :1' O'C ,WEE STiF4ENERS - MAX, HANGER I 4x8 LEDGER 8' LONG. IC W/ 8 �y MAX HANGER IS COMPLETE 3, , 04 a 10' CIC liy 8 �oly� \ LOAD = 100• LOAD = 200• I v EXP. ANCHOR a 32' C C HORIZ t VER U i �q� ,� \ €QLIIE?M NT HANGER ��7AILS f � � I ►�+ � z -_-- . -. - 4 SIDED BLKG PANED 0�•� 2x4'5 OR 2xO'S /5� NON-BRCx UJALL 3�o DETAIL 2(p DETAIL _ 1�o DETAIL O REFER TO DETAILS ~ 134' L.V.L. FILLER - NAIL \7� 14� 34' = I'-0' T2-R4 14� 31' I'-0' T2-R32 14b 34' _ !' D' T2-811 14Jd 34' = I'-0' T2-RI(o w� T PEA SIpE �"/ To I-JO15T W1 ad NAILS 0 INSTALLED FROM OPPOSITE M�1 gir- 1-8d - PLAN GL BEAM ff SIDE OF JOIST...... \. NO. NAILS 1.5 TIDIES - NO. NAILS IN JOIST HANGER -3'%' WIDE GI- HEADER CCL 2x4 END BLOCKS - SAME DEPTH AS I-JOIST ` _- �X2'% PLYWD (GRID (GRID) -}- + ,WEB STIFFENER EA SIDE..... NAIL PER {5 ,{ WOOD I-JOIST MFG 0 `,JO � � COLUMN COLUMN 3-16d MIN SLOPE ,Olg s' CLEARANCE __ ---- - 012 1� \ I'2'o VENT HOLE 1.)0\0 � EA, SPACE a �1� / WP \. INTERIOR BEARING 0 L,Olgf + + + I WALLS / 0� + + II�4, 114, 1 , NOTE: 5� NOTE - COORDINATE ,g� -// + + GL BEAM GL BEAM WP-INTERSECTION o 'HHU' SERIES HANGER + + + 2x BLOCKING �G DENTING REQUIREMENTS 10 FOR GL BEF'"I + + 2 STUD SPAG('S C1� COLUMN t EXTENSION �09 WITH ARCHITECT X09 1,,o`g4 + + - 11,4, + II --- Ilia' I EA. SIDE COLUMN OF BOT FACE GL BM NAIL WOOD I-JOIST NAIL BLKG PANEL O _ TO SUPPORT W/ 3-126- 1 CO CC SUPPORT W 3 - 12d - - T-- -- --- --- -'- - 'U' SERIES HANGER TCP PLATES FOR I-JOISt I,,. I 1 - I \ 2 ,.IDE IQ 4x6x6 - 2 SIGk1. IQ '4',•6x6 I 1 I 1-3,4 BOLT I 1-34 EC'L_T \ I I BRG le 314x6 BRG FE 34x6 `.'LOPE_ I x(BM WIDTH + %? I I x(V-1 WIDTH + 's) I I STL COLUMN ! I - - STL COLUMN I j j ! , 14 ,06 ASSI =p BLKG FIELD 3lJIL7 OCIGINCs p A_IL6 a OPENING 1 I - I I ELEVATION Q T`t'PIGAL WOOD I JOIST DETAILS - -- 9V - - 3V ��AI I - COLUI 11`� D�T�'RILS _ -BEARING PLATE SETTING DETAILS V NOTE: BEARING PLATES TO BE LEVEL T2-SEAM 11�•!'-0' P�9/2'1;91 90 lit►.� 34. ` I 0' 80 --- 70 e0 50 T2-TJ I ©30 20 "UUU IBJ t)I IRIi0 M F?U/PHASE 2 'fa CIF 66 I I ! _ • r I • '( IF THIS DOCUMENT TS LESS ;III Ilf III 111 III III II! 'lll'!�I I�I III III 1�i �f rll flf III 1 fjIJIjIJI�ffr t �I III III I 1111 III III (1 111 III III ! 111111 1(11I111 I I I I 1 1 �� I I { 12 3 ��T4I ( , g 1 , 10 11 APRIL _�j 1994 LEGTHLE 'I'IIAN '11115 NOTATION, 1 L __ 1-_ _[_ -�-_- _--_-- -- - _� � _ IT IS DUE 'PO 'I'IIE OUALITY OF N0.36 THE ORIGINAL DOCUMENT. - �E �L 9L L�7 9Z 41Z 6Z EZ Z ITT. OZ 81 8t LI 911 4t tit EI 9i If llllllll�lllilllll�llil IIIIIIIIIIIII1�1III II I111111111111IIIIIIIIIII11111111!I11111111�1111�IiIIIIIIlI1111II�Nflll�111111111�1{H 1111111 I{III11�11H IIII1N11 IlIlI11N lllllllil 1111111 lllllllll llllllill '1/11111 IllJ�llll 1L llll�ll ' Illlllll IIIIINIII 90 80 70 80 50 40 30 20 10 0 O `IP LOCATE JOINTS IN 4 ) 21/2' CFD -:)k- TOP 2x(o. PLATE MID- 4) E STUDS - POINT BETWN TRUSS 2x PLATE t TRUSS 120'-8' NAIL PLATES W/ I6d 012' O/C ._�I- b' � STUDS 2"2' GFD _ -_ 2x PLATE-. _ - -- 120'-8' -DBL 2x6 PLATES %_� _ 110'-8 120'-8 -- ;' 26 120' 8�- - ---- 123' 8' f _ . O -3-2xb PLATES - _ _ 3-2x6 PL-. " 2xro PLATES t�'i ,m L50 EA. BIDE VARIES • 3 9 - -_-- TES I t _ 1 2x C0j,1 IN 4X -- NO JOINTS IN OF ?BUSS VARIES -��14B� _ T 118 -9 a' BOT i 2) PLATES T N - i 1G • /G / ------ - - H2S • EA. STUD NAIL TO Bl_K'G _�� " '?i 8' g' O ExTEND GGA � m • 3'' T 166�TUDS W' Trod • 8' O;C " PERIMETER N.:ILING \ - 6gTUDSJ/ BETWN TRUSSE 'L5V' EA. SIDE 118-91/4' TRUSS WEB 2x CON'-N / 4x' 642 5 • EA. STUD-, 2x6 STUDS 4x BLK'G 21/,2' CFD '/2' PLYWD - j x21/2, CFO • 16' O/C W/ 'H?b' • 2'-8' O/C / STAGGERED 'A35' EA SIGE SEE °TRUGT NOTES / O/C� ,- - N. TG BLK G PLYWO W/ 2-'N1C' TO LEDGER ' CFD - a PLYWD 2112, l!% !bd • 8' O.0 CFD 5 119' 0' SLOPE._.._ 2 ° AGGEREG 4x BLKG e' P_Y,.1D /-. � CFD -_. ,� _ 1/ -- -- - 118'-II --_!� - _- - --- I DBL 2x& PL4,TE5 i--8d • b' C/C GL 5'/ixl0'i2 31 '435' EA. SIDE 3L5sxl02 16 2 � ___ 4x10 • 3'-9' 2x6 PLATE 4x10 • 3'-9' 118'-9' - --- _ -- -- 2x6 STUDS 16 FT LENGTH - N.aLF 3x10 CON' W/ r 14.1 L 2x(p _ • � PLYWD LAP 1 NAIL W- S'AGGEREG -- -��� -�- GL 5/jx /j 2 6 \ bB T LENGTHS �0d • 8 C C 118'-0 TOP t BOT _- - 2x!2 • 16' O/C - 4x10 • >' 9' O/C ,, , I6d • 12' O•'G 1 ''1 � x STUDS ! LAP t NAIL W/ Ibd • 12' O/C TOP CORD LT } �. • 16' O/G W/ 3x10 BLKG W3x10 B-K'G W --JOIST HGR. - � _- -" � PL'r'WD -----� LOCATE STU� %-30d EA. STUD 3-30d EA. STUD GL 5'- x101/ ' ---- 'i ' PURLIN •.18 ' . -LOCATE STUD + UNDER EA. PURLIN '-•-3x1© BLKG W/ -2.2xb CRIPPLE UNDER E.:. PURLIN CONN. 14.1, JOIST HANGER ` -2x11 LEDGER ' __� 3-3P�d EA. STUD?xb BLK'Cs-' W: 3-30d EA. STUG 2x6 BLKG 2'a' CFD I I I _E lDETAIL , , 31 DETAIL 21 DETAILIIB'-9/4 11 DETAIL .1 34' = C' 72-R59 4x!rJ • 3 9' O;C 14.E 3a' = I' 0, % R.o� 14.1 4 0 14.E 3, ' ' ' 3 _ '' 72-R64 + I'-0 ?-R 1 2x6 STUDS 3x10 LEDGER W/ '--2.10 COW!N • 16' O/C W/ 30d • 12' C/C 2-2xI0 BLKG 2x6 STUDS - 17' PLYWD- STAGGERED I- CONTIN FL'I WG 1'/2' CFD • I6 O/C W/ FILLER-� 1/2' PLYWD - 2x1G� B1-K'G / G VARIES xb STUDS - --- .aTTAGH PURLIN • I6' O/C W/ -- t0 TRUSS W/ / 01 - ' PLYWD- , 'A35' EA. SIDE -/ A,'m 3 ` - '/ ' CFO MIN � � 3x BLK'G � \ 2 � --2x147 CONTIN SEE ARC+, I' MAX 4 '0, *0 'A35' EA. SIDE -_ 1- L50 -.xb LEDGER W- --- EA. SPACE - 2-!cod EA. STUD - PLAN / ✓,4RE5 I-JOIST • 8' O/C --- �i' PLYWD - - ......_._.-__ 21/2' CFD 30d • I6' OAC e/s' PLT�11p - -2x8 LEDGER \ 113'-4' -TOP CORD Sd Je 6' C/C 1 PURLIN HANGER �-STAGCsEREG Y PLYUJP W' 3-I6d EA STUD = -- GL TRUSS OF TRUSS -°e' PLYWC 2 . VARIES -2x6 BLKG I N\ , 01G RIPPEG 3x10 -� _ --- - - .� Df3L 2x6 PLATES - 11' I-JOIST • Ib' O/C I --8' WIDE STIF. 14.e I ��`•m -CONTIN EA. BIDE '642.5' • EA STUD 5• FI - I-JOIST -GL 5'/sxl5 W/?xb BLKG 2x6 BLKG - 2x12 BLKG BLKG I6' O/C SAWN TOP -DBL 2xb PL.^.TES I ' IST // - --1x6 STUD W/ 2-I6d EA. STUD 2x6 BLKG - L l� 2 I-JO -J CENTER ON x6 STUDS a • Ib O/C -JOI�,Y Irv' O/G W/ \- :x8 LEDGER W/ 2x6 STUDS N 2x4 LEDGER CUT HOLE IN 2xb STUDS W/ 2-I6d EVERY 2x4 LEDGER-� PLTWD FOR ''2' PLYWD 2-Ibd EA. STUD • 16' O/C W/ �1 OTHER STUD 314, __--`----_--- - -JO15T 1/2' PLYWD • Ib O/C Z o / FC. CONC. TS 9x5x1/4- y, , I �- 2x6 PLATE W/ TS 9x5x1/4 T5 9x5x'/4 '• Z TS 9x5x 4 �" o r 1 1 Y A"�. BOLTS .10'-D' --------- -----------4- = 110'-0' m 0' 0 110'-0' • 4'-0' O/C - - - - J 10 CONC. - -Ey',;TION 2x12 • 1h 95 ' � GL 63/4x191/2 ►� o 2't - 13 DETAIL x\04 u 4 143 I 1 -` '� jC!ST HGR. - ' 14.�T 34' 1'-0' T2-R58 q ''F I r, a 3 93 DETAIL �3 DETAIL _ �3 DETAIL r53_� DETAIL 43 DETAIL 33 DETAIL 22 DETAIL W 0 14.1 a 0 T2-R. 14.'� 34' ■ 1'-0' T2-R28 14., 4 1'-0' T2-R51 14., a k� T2-R50 14.'1 4 I'-0 T2-R5-1 14.7 34' I'-0' T. R6� 14.'� a - I'-0' T2-R60A PERIMETER NAILING SEE 5TRUGT NOTES �- - A* (� 2'a' CFD 2'z' CFD U \� 0 VARIES p' OIG IG 4x -� 0 • 16' O/C A • 3' °3� O � •3'.9, e°Ii- sPLYWD 114'-0' A a'��OO'CB� /_2XIO - - ZL JOIST HGR q ! - / TYP x ty t. STUD 1 I VARIES 4x SLK'G GL 63gx251/2 ^ �° 4x4 TUBE 9x5 TUBE 2x6 STUDS I '6425' • EA. STUD - W SAWN TOP V 'PAF' • 12' �+ • 16' O/C �--%' PLYWD 2x GONTIN-' - 'A35' EA. SIDE VARIES -DBL 2x6 PLATES a �� O/C I DAP GL BEAM I + -- - - --?x6x2'-0' FLAT 2x PLATE--- STAGGERED �]-7Z= GL 5'%x15 " „i 110'-8' -- �n -1-L--- l • 21-81 O/C {�1 - - '�fi PLYWD - 9x5 T'JBE-� 8 90 �0 70 80 � � � ZO . 10 0 ( 8) ( ) S7 -- \\`F 8 W TOP_OF L 14_1 WALL --2xb STUDS 2x6 STUDS 2 SIDE lE (� • ib' O/G W/ I I 3°)(6x8 W/ ''a' PLYWD - R°' P'_YWD �' P�WD I I �� \ 1-3/4' BOLT 2xb STUDS r BRG IQ /4x6)(5'4 • Ib' O/C W/ 111 ' PLYWD ^ ' - BACK IE 1-1 E 113'-3' _� - VARIES P_1 A(1 Iia' PLYWD \ ,/ ��4xl2xl -,' W/ b- /4 PAR•>BOLTS I -"- li + _. 11-_-____ -2x10 PLWD FILLER 2x6 BLK'G ° , -- 1 • I6' O/C EA. SIDE - '° PLYWD I I 1j4' %' PLYWD ++ 1 __ _._ _ EMBEDDED --\ - 2rb BLK'G + + GL 5'%xl5 + GL 5''exlb!'a r \._3 !6d -- -- - T7Pd TN 5x4x'la W/ UDS - -- - -- -- -- - EA. SIDE 3- 4.6TO,C /2 3 5, + � � , 2x10 • !6' O,C { --- - Ila, 1 Y -- - - ----- --------�____ � GL 5'%x 16�-a ---- -�. GL 5'�jxlb'', 2 x Im • 16' O!C _-•'1"__ 4-2x6 CRIPPLES— 1 "L SIDE ��I/4x5x14 °BSX IR J 31�' G� Bl-.OGK!NG 'A 5' A. I \ )� 3 4nd I- - \ W!I� 6d EA STUD LEDGER 2x10 • 16' O/C =/ W/ 5- Nlb NAILS 4 ExIST'G FC• CSC �- 'A35' EA SIDE 2x6 STUD 51-°x DEPTH VARIES 3 E SDE EA. END I - CONIC WAIL EA. SIDE 141/2' LONG -_____ - - __________ - NOTCH COL TOP -------- I 4x10 LEWDER- --ExIST'r� - 9x5 TUBE Y EXP ANCHORS 9x5 TUBE- TS 9x5xIi4 l TS 9x5xI/4 • 4'-0' O/C CONIC WALL --10' GONG. - --------------- Ilm'-m'--- ___-__ __ I 18 !10'-m' STAGGERED WALL 18' GONG COLUMN 92 DETAIL � -3-«5x4'-m' wi li -12 DETAIL 52 DETAIL 32 DETAIL 22 DETAIL 12 DETAIL ------ -- --- - -- 14.8 4' _ �1 _1�1 4 !' m' T2-R,5 14,8 4 I'-O T2-R,2 43, C' T.'-R,rr, '' ' 3, , _ 14.8 ' m' -R,i 34' _ -m' T2 R13 F i 1, 45 -►Q3�ax5x5 14a ? 2x CURVED fE"2)(5x!1'a W/ ---�T�P 1.2x PLATES- 120 -8 _ 2x�o STUDS 12m 'P'' 2-314' BOLTS 5x3 TUBE / 120' 8' 5x3 TUBE „ PLATE L: 120 -8 -- - - - - 3 -- -- --- --------___ _.. --- _5x3 TUBE �-3 --` 1 .._ --- -DBL 2x6 (9 I I I I I -- -----•= I R I�ax5xi, -R '/2x5xlm'/2 W/ PLATES I - I I tg 57X15"_4I I POST P !L' 'VERIFY I I I I I 5x3 TUBE� I I 2-'4' BOLTS 1/1.54 °s' PLYWD � � I I I I 1 2x6 STUDS • Ib' O/C = I fE I I 'o TYP I I I I 1 'PAF' • Ib O/C _^ _ I _- r 1 I 5x3 TUBE I I 1 14� � i i _--1T— I I STAGGERED- Iia' PLYWD Iia' I j -3/ 3/ 'T I I I l{ +• I I W 6-314' PARASOL:8 d + -DBL 2x PLATES I I / \ N 2x12 _ - VARIES Q � I I I I 5x5 TUBE 5,:E• TUBE 1/a' THICK IE 5x5 TUBE � � 5x5 TUBE _ 5x5 TUBE I j + 118'-11,2, --_ _ ------ 118'-11.a� ----- I I 118'-I'�a' _.__---5x5 TUBE 118'-Ilia'—- -- - ---- I i = ueF — 14d I I + , z u, - - -- - _ + w ----------------- --------- ---- I I 5' 2xb PLATES I i I y. I I I I `\ i i -�-�� + I I 34 ++ 8 36 TOP 1 BCT. 3' I I I I � 1 I I I 14.1 GL 5li°x15 ..- � a 2x6 CURVED PLATE I I -OR I6'a' 5X5 TUBE11 1 I I I I II ! I I ------ - I I I 1 1 -- �-2 SIDE IE 1/4x5xl4 12 I I I I I �LAd I I W/ 5-'NI6' NAILS DRG r: o 6.4 11 6.4 I I I I 5x5 TUBE- I j I I °j4X5x51i4 \a o t�kt� I II I I I I - --EXIST'G O 2 \�-Wbxlb GONG WALL 3 I i I I I � Im' GONG WALL � \\ I I I I I I AN. BOLT-­,, I I l I - 144 18' C DOL. ae, W6x15 ^ H .. L3x3xa4Xm 4' I I I,4. I I i I 1'_O, +++ PLATESI i - 13 DETAIL V I I - 2x CURVED + + D6L 2x 114 -fd r TYP 114'-0' MAX / 114'-0' 114'-0' I l +++ SIDE Z 1 I -5x3 TUBE I i - -- - PLATE - -- I 26 9b 14 113'-fd' - -- ---- a, - - _� __- - l 1 ------- 5x� t I 146 . I 14.1 \ x _5x3 TUB _ _ 4 ___ _ ___ _ _. ___ ____ -5x3 TUBE '- I I I r I1'a' SI - I I -- r -_.__. i r4 _ f I / I I I 113'-m' 113'•m' �..,.i a w GL 51,,x12 EA 1 DE '-✓ I VARIES I I - _ - -� 17-7 OL 38 ° L3x3x�4xm'•5 I I I r ,,L- _ -_ I I - - -0 PL 9N �� '1-ID5A' t41 o GL 51xxl2 ++ I11-j \ -!h I\\/ 1 14$ FAR SIDE j j -- I l / 4 ' PLYWD 1 I --12' I-JOIST �. - %' PLYWD A + I I I 1 - I • I6' O/C I I BI.OGKING + 11 /1 I1 38 I/ \\j I I 2x6 STUDS �- T--- 1 I 3 I�a I I _ I 5x5 TUBE- I I � 14,8 I'_y I I s I6' O/C W/ I I/ \I GL 51i x bl I I , , oxlm • I6' O/C I --- _. _ PI I I • a TYP a PLYWD -- 1 I -- -- yia, vi yJ FAR SIDE37ir �E + V1 4 --JOIST HGP- I IQ 2x5xl2 W/ GL 31i°xl2 GL 31i°xl2 ^) --IE ax5xlm a W/ ! I 1 l 2-34' BOLTS I 9-16d NAIL _ 4 _ I I --2xlm LEDGER I --GL 3'%x,'12 PLAT._ �. I Im' CONG WALL 38 II,a, -- ^-- — ---_--- i i ---- --- - W/ 3-2md EA. STUD I �'HHU214-2' HANGER 14B 5x5 TUBE 2'°' 4' 5x5 TUBE 5x5 TUBE I 1 5x5 TUBE 5x5 TUBE 5x5 TUBE 1 I ----- ------- -- -- -- - m'-©' ---- Ilia' _.._ - __ ` - ---- i - iim'-m' --- 110'-m, I' CLR I I GL BEAM - (TYP) - -- -- I ( . . - -� _ I I j _ I I SEE PLAN ' 1 1 Vie' `-2xb CURVED PLATE / j 1 _�___+ I FOR SIZE 18'0 GONG COLUMN I I Typ GUT FROM 2x10 TYP I 18 9x5 TUBE I I _ �` STUDS I I 4`3 I 14.4 I SEE `26 1j4 I Pl�tay ���; I I END OF 148 I� I CONG WALL 14 DETAIL 95 DETAIL _ 85 DETAIL 14,8 3 . l' T:-R82 I � '.4 ; (05 DETAIL <4 1 I -144 _! 45 DETAIL 14.8 3�4' = 1'-m' T2-GCL62 14.8 3�i' = I'-m' T2-GOL61 I 3q' = I'-m' T2-GOL51 I I Q 3. , _ ~~ Imm D I I / 14.8 m' T2-GOL53 15 DETAIL 55 DETAIL 5 14.8 344' - 1'-m' fZ, t2-GOL4A 14.8 '4' _ !'-C^' T2-COL52 PLAN - - 9114' F•''M 3 SIDES, 1 ' 120'-8' = o 21 - FC. PLYWD --- 211/2' C.F.D. Z (5 ) - 3 I- - .-- 3�a' _---- 1 � - NOTCH GL BEAM fe ',x4'arl4 W/ 4 5x3 TUBE-- L5m' EA. SIDE FC. wONC } FOR PURLIN BRC ------- -- --- r, 2x6 PLATE W/ 8-'N16' NAILS LL I FM 'PAF' • 16' C/C % 21'2' CFD 113'-m' 112'-10' CUT TFRLOM 4xlm' AND LONG ux A -- --- 12' ;-JOIST ---- - ------ STAGGEREDNAIL • 16' O/G - W/ l6d • 12' O/C II ' 1 I I 4 PLYWD IoPr�4S�_s '� ►-� C C) TS 5x3)(1/4 I I - �_ - -- -� - - / py\!\ JCsL 6'/4x25'7 + LI,/4)(1'/4x1/4 �- _ TT { I I 91 WII II - -- ---- 8-0' l� SHAPED TOP 5 - - - In 6, hop +� v Ia.e + -_- �h� 12' I-JOIST • Ib' O/C - 9,4 - Awl +1 OG __tA GL 51/axl&1/2 RIPPED 2x4 W/ / - 2x4 FIELD BUILT + BLOCKING - I I -2 SIDE fE -5x5 TUBE 'PAF' • ib' O/C • -TS 5x3x1q 'A35' EA. SIDE \ 5,41' Ara B � --�--"--+ I I �- 6 BOLT S � �- GL PLATE 3'�sx,'i I I 1 BRC, IE 32)(6x6'6 +L 13/4x13/4X'/4 I ' Im' CONIC WALL W/ %' AN. BOLT 2 CUT FROM 2xi0x8'-0' LONG I I F - PLAN PLAN / _ ABOVE LONG GOL • TOP 5� DETAIL BIS brly' TREAT SAWN EDGES -BRC fE 'i4x7x'I - N+x5x6 15 END GL BEAM PER AWPA STANDARDS NAIL TO GL 14-3 j i -5x5 TUBE I Z+ PLAN BRG R 14.8 T2-CCL5m SILL PLATESIr jo 5X3 TUBE 2 SIDE 'gx5r.m' E aro DETAIL r2(o CURLED PLATE DETAILS DETAIL Wi 5-'NI(o' NAILS A R 4 • !'-m' T2-CCL5, -4' = I'-E' 7:-R,L^ 14.8 '4' I' E' T2-R9 I I r--TYPICAL EMF3EDq fE - ' ?�' \ `✓ 1/aX'Ixl I-U/ 4-1'2x6 STUDS BACK IE I/2X1X9 b� t xl l 5 I 14.� ' BRG IQ 3/4)(51/4x5 / W6yl5xl'-8' -18'41 CONIC COLUMN 4-I/ix6 STUDS _ +- \x\ g3 GL 5141x12 _- PLAN • Wbxl$ Ili ' 1i ' 14.9 2 SIDE I£ I/4x5xlm W/ �_ _ E F G1 --- 6-'Nib' NAILS Gj *+ �, _ 15 .0' b .11i GL 51-ex12 + :� BRCa fE 4x5/4x5- 3, c 05 _ 6- 4x6 STUDS TS 5x3)(i-, _} TS 5x3x1�4-� n "�\ -5X3 TUBE + C+� + TYP EMBEDDED IE 14 \ 14d TS 5)(3x'4 112'-0' _ _ �x1xl'-3' i2© 8 - rS 5X5x'4- I, I i_ 3 BAYS , Ai a (� PLAN �� j I I -°%' PLYWD --- - GL 5 xlbi C 118 m `7 2' i 1 --1- _ ____-_- 1I�a' TS 5x3x'�i 1 23 i 3 BAYS- ` ' • 5x TUBE CONN IE'41 CONIC DOL. 113'-4' I I I i F GL 31°xl2 _ _ - _ TS 5x5)( 4 - - FIN F�OOR TNICK -TS 5x3x1i4 I I -5x5 TUBE ---�---- I I + PLAN �12'-�--- - i I I TYPICAL EMBEDD IQ - 9x5 TUBE I l - 3 BAYS PLAN TY p I I IiaxZx'1 W/ 4-'12x6 STUDS I I - 58 ?4A -- _ i _- �_ 3, fib' PLYWDA30VE GONG COL l8'+ CONC COLUMN - 5x5 TUBE- I I BRG IE 4x3�4 jk 113'-(U' 8-5- -� 15 ' S5 I I TS 5x5xI/4 14.8 / 14D Its• 11, , (_ I I 7S 5)(7x'.4 . .. G 6' GL 5'%x161ja \ �/ I 113' COLUMN VERIFY I +,1 f, 48 �-� 5x5 TUBE IImm' I _ I + _ _ __ __ 1.1-- i � I `-2 SIDE P 'ax5xlm II�a' 4- 2r6 STUDS \ W1 6-'Nl6' NAILS I PLAN • '216x15 PLAN � 14o8• 5x5 TUBE CONN g-� - DETAIL -8� DEtr' IL rr,8 DETAIL 48 DETAIL 38 DETAIL — _ 2E ELEVATIG�I _ 18 ELEYATIUN 1 A� •4` = I'-m' T2-GOL63 14� 34' = l'-m' 72-COL66 14.8 '',' = r-m' rz-coLlm 14.8 3%' • r-m' r2 coLn '4' = I'-m' T2-coLlz 14.8 �'•1' �' 7.-WEz 14.8 �',r m' T2-WEI 00 80 70 60 J 30 40 30 20 10 f jpIA X11 FAD/rHF1SE ,,I nr 6, , IF THIS DOCUMENT IS LESS 414 ' I I I I I I I I I 1 I I'I I I I I I I I I I T I11 1 1 1 1 ! I I I I 11 I I'i I I I I I I I I I III V I I ;II I I l l l 1 1 1 1 1 1'1'111'1 1 1 ! ( 1 1 1 1 1 1 l I I III 1 (' S I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I ! I III I I III' ' LEGIBLE THAN TIIIS NOTATION. I t I � I 11, I 3 ��4 I I I ,�jl I 16 I I � -I 81-- 9I �OI � _11 12 APRIL P,3 1994 IT IS 1E 'I'O THF: ritAi,iTX CF ___il__-- -T - - ----_._______L� �_ C THE ORIGINAI. M)CUMI_.NT. fi Z 8Z LZ Tvi-i tiiiiiliiiiti II IIIIIIII�IIII I!II�IIIIIIIIIIIIII IIII IIII.IIII IIII IIII IIII IIII�IIII IIII II!IIIIII II IIIIIIIII IIII IIII IIII ►III illl�l!II Illllllll ll�lllLllll�Ull 111 hill 1111111111111 1 11 Illl�llil IIII�IIiI IIIIINII 90 so 70 so 50 40 30 20 10 II 0 B 2x PLATE H H t 3-2x6 PL"TES -NO JOINTS BETWN --- i -- i - --- BRG fE !'ex51j4x1'/2 - V-L 5x 3x'gx0'-i0' TRUSSES BOT + P,ECES \ TRIM 3 LEG TO 6 , NAIL TO END OF cx1/2 �, GRID _ --- TOP 2xb 15' LONG CENTER CUT TOP CHORDS 4x1 PURLINS TO FIT FLUSH • �� - - ON TRUSS-NAIL PLATES W! e 3'-9' O/C - 'ST6224' W/ NIL NO JOINTS IN \ T -TOP OF GL Ibd • !2' O/C 4x10 PURLINS GL TRUSS BOT (2J PLATES . . FC. GL BEAM 234' 4x10 PURLINS , , • 3'-9 O/C - 2-'Ni6' NAILS I PERIMETER rG�I BETl1N TRUSSES 6 3'-9' O/G -_-.� \ / \\14.9 t t 4x10 PURLINS 1 NAILING 0 EA. SIDE _.___--_ is 3xl® 9 9 !! CFD 5r/�, 14.11 • 3'-9' C/G Ils'-S�14 14.E , 6 ' 4x10 PURLIN 31 tYP / _-,.-.- -- GL 51/6X1/2 - - GL 511%x1!'2 - ---- --Wit-IF-RE OCCURS 14.E / - -- - --- --- GL bv&x11/2 _ --- -- - ----- 1,�. .+. } l+ - - FROM - GL 5/6x93/4 \x�� 2 a�' SIDE IE FROM GL 5'/ix9a/ x GL 5 ex - ------- t+� 13jt'.2 x �� x 8-a/4' BOLTS 'A35' EA. SIDE 4x Bi K'G EA. PURL,NEASPACE4/ 41/ , + + + 2- eSIDE IE 2 _ 4-3,4' BOLTS , �I �- GL 5'DKT',:2 `,\ \` _2-a/i' BOLTS )01 ,1 X _ ^Iti TRU55 TOS CHORD -2-2x6 CRIPPLE 1�/?� + 3' 1�1 x x 3• q S \--TRIM • END F'URLIN ?- ' SIDE I@ �{ , 3 f ro y X10+� Lt�L USE 1-/4 BOLT 3' 5-a/4' BOLTS x\ - 2- a SIDE IE Xy tY '� • a TYP 1/2' RADIUS TYP �- ^h 14_4'p SHEAR PLATES --GL 5 ext'/2 GL 5'/ex9 halo+ '1 le' BOLTS G r��\ GL TRUSS I I TRIM • TOP CHORD �*+�� 91 DETAIL 81 DETAIL �,1 _ DETAIL 51 DETAIL 31 DETAIL 11 �ET�IL -- 3. , 3,' 2 3, ' . I'-0' T2-TR4 14.9 ',' _ -0' T2-TR-1 14.9 's' ° V-0. T2-TR8 14.9 .4 � !�-0' T2-TFrI 14.9 '.' _ !'-0' t2-TR2 14.E � . I'-0' T2-TR3 14.9 4 FROM 16' DIA. 10 \ 10 -- FC CONC WALL __ GONG 4' -, r34 2x6 gTl .S B/E + + e WALL 3, - --- 1 GL TFL.--,S 2 - 2 _ 3/4' BR fe W/ P�?N 1 2-tib AN BOLTS �x 4 CONC. COL. IN 1t,4'C HOLES / GL 3 sxl2-\ x FC. GL BEAM /1'x3'$ WASHERS- --GL 5'/ix1'/i / 96 12' I-JOIST • I6' O/C a,4' PLYWD 4' GL 51/ex9- Its ,� G ,Iti _r/ +/ Gd -3r )/ -- r 2 e SIDE fE y 11/41 2' + 8-4'o SHEAR PLATES _ � �� _LJ�_- -- _-__ _ �- F4 3' kx� 4-',e' BOLTS / / 2-3s' SIDE f8 -- ! --- + 2-3,4' BOLTS --- X 10-4' SHE�+R PLATES + GL 5'/ix12 / x 5-Le' BOLTS 2xb TOP t BOT ! IB -- '/2' RADIUS TYP x,'/ 3 SIDES 'A x 4-3/4' BOLTS 2 r5 , 6' ! t I IIS X49 t►� o SEEGROUT {.1 .61/2. GL 5 e 2 -` r �, GL 511/6x1'1 04 CORNER BAR CONIC COL ARCH -/ 9• .r �1 ;+1 1.1 EACH FACE ; IIt, EMBEDS 112'-0' [: / 2 SIDE !E 18 BACK fE 314x10x12 1/4xbx9 R '/2xlxl4 b / 9 3 2 - �• 2 ;�Dg P W/ 2- 4 BOLTS 2 W i W/ 4-'/ x8 STUDS a,' � � b-'i xg STUDS L 3 9 9 2x6 STUDS I6 O/C 10 TYP I N 4' GAGE \ W/ 2-AV BOLTS T5 9x5x'4 CUT ' - IB GONG. COLUMN _ __ - �_ PC' O/C 7S IUB END IT I O4 2 _� ____ 4-�- -5e' PJRABOLTS I I 114'-0' O/C TUBE TO FIT I �� 94\ 18 9x5 TUBE - 9x5 TUBE d A'-0' O/G C:UR`/E TYP ��A 8 0 14.4 14.9 r2 3 3 TAIL _- 33 DETAIL n a 14.g 4 -0. T2-F22 °a 93 DETAIL 14.4 3j4' • r-0' r-F21 x �3 DETAIL �Ia T2-TRA& 34' • !'-0' T2-TR5 4.9 A PL AN I I t8 9x5x 1/4 I I x 4.1 � ADD'L STUDS B 1tJog • PURLINS V k 2 - qX6 5010 vi 4.1 R l 4.1 4.1 C 4.1 D 4.1 4.13 C I I 11 1 1 1 1 1 1 10.( a E 119'-91j4� \ "/ A B E - - - - - -2085 -s' - 0.85 -20.85 -- - 4 21/2. 21 3 - D41 2x8 LEDGER -f FC. GL BEAM 4 COL 61 51 GONG COL 2' ° 2 14., 2/ ��uSS IVO��S 9 120'-8' 81 14.9 14.9 FROM GL 5'/9x93j4 4x10 PURLINS ---- - FC. GL BEAM 4 \ v •''�' 1 \S 4.1 I - 14.9 (yL 546x11/j GL 5'/axl'/2 ® 3'-9' O;G I. ALL PLYS OF GLU-La,.1 MEMBERS TO BE LI GRADE, I _- 91 -"- \ DFIR (C.OMB. 5). - -E +12.90 +2236 412.90 - 44.9 - 2. MIN SPACE BETWEEN WEB MEMBERS . ''D CHORD • MEMBERS TO BE '/e' - MAX TO BE 14'. 11.15 G 11.15 41 -- - -- -- GL 51/6x11/2 GL 51/6x11/2 _ F TO 9x5x1j4 GL 5'/ex9 3. ALL BOLTS TO BE ON C.L. OF MEMBER \ Si t,�lti Cris y�1e+ � Ct(S -- -------- �-:- --- II©'-0' -- ° E-5 58 kyle+ + , yo °t (yam °t GL 51jex9 4. TRUSSES TO BE SHIPPED TO SITE 21/9' r.y t E- 14A ��,h �i ( �� FABRICATED AND ASSEMBLED A �..y I(y __ J 4.1 B 41 G 33 D 33 E 33 4.1 1S 93 4 ��.:,_ - - -- - --- -- A F 14.9 `II 15' COLUMN - w `t _ --_. -11.19 -11.19 -16.12 -16.12 r 14.9 • 4) �� a) T2-TR9 ~ SGL 5'/4x1'/2 , j - --TOP OF COL ''P 0� 2 3 ,� ,J1S 5 B 6 vim, I 63 C '1`1BER 3/4' 2, a 81 ► Cl oaa ? 4.1 4 ��' 14.9 18 I 4 \\ 1 3 149 OLUMN 14.9 _; 42 -..411 b8 49.11 4 5 1 -------_. 33 G �°1 5 • COL 15' E. OF GRID b 6'-3' 1'-6' 1'-6' 1'-6' �'-�o' ---- I ._.. -r° -3.-- 104 G 8.9 D 16 DETAIL - - - - E33 X4.9 34' ° 1'-C' T2 R26A • COL 15' W. OF GRID 6 ----+h- -- - -_ -- � "f" 6 18' CONC. COLUMN 18' CONIC. COLUMN- 3.3 6 F * TRUSS ANALYSIS �' 6' W CA y� TRUSS ELEVATION 5(0 _ --- - � a 14.9 0' T2-TR-EL - 14.9 "°!'-0' T2-TR-AN + + + + 3x10 LEDGER 2' R 1/4x3xl'-9' W/ rel 4-3ji' BOLTS C> 1' -- 3/x xl'-2' W/ x b, BRCS � 4 6 --+� 2-3j4' AN. BOLTS _CUT END Or- 2 F U • 2 SIDE It 1/4xbx6 TUBE TO FI "r4 + + _ + W/ 1-3/4' BOLT a CURVE Y �- --- --- -...- L-_- __ ____ R ' T CB 5' - -- CD 5/2 TS 9x5x'/4- 5'j TS °Jx5x'/4 5' \ 11 I 1 51/2' B1QG 11' 3/4,c164 - '- 18' COLUMN � � W/ 3-3j4' AN. COLTS7 2 SIDE fE I I PLAN Z 6' I I PLAN O 3/ex"Ix.11 W/ I \ A PLAN : .3/4' BOLT B Br.G IE 3/4xbx8i/e J - I D 4 , p> 4 G-L BEAM _ 2'-6' V a a 16 I-JOIST 51 1 2/ • 16' C/C-�\ _VERIFY /4--f j I I I -�J {9 x/ -1- E. 4 l � -L 8x4x1/2 W/ I I ' I m .________,__�_-- 5-%x8 STUDS 1xb STUDS 16' D/G • 5' O/C Its GROUT 16' I-JOIST j 2-64 TIES + 112'-0 112'-0' 112'-fd' • Ib' O/C GL 83/4K2I GL S%x2! I _.-_ _- �- - GL 834x21 v --_-- 2,1- - - - - -� 30 -NOTCH BEAMS GROUT 3 -- + I GL 63x16'/2-' - , r FOR AN. BOLTS 3 NO',CH + 70P - OF GONG. COL. L %}? 7 r- . __. ..__ GL -- 1 ° 4 2 SIDE 1E 3'bx8xl4 I Ir--111 -------4---- -/% I' -- ------------ - - - 1 b W/ 2-34' BOLTS 111 III NOTCH COL TOP 1 6 • 4' TS 9x5x1/4 TO 9x5x'/4 - 9' I III III TS 9x5x1/ I T3 9x5x'/4 I II 11 -�T--� -L 21.2x2'/2x3-bx0'-4' ILJI ---------- I I - - -- - -- W/ 2-'N10' NAILS L__J 110'-0' -2!%' TYP. f@ 1'2xlxl4 W/ 6-''2xc� SCUDS ._, r� _ J ApDEp TIES TOP 18' COLUMN tN7-149 '- 18' GONG '! •- 18' CONC COLUMN :- 14.9 C-OL _ - I,, CCLUMN ADDED TIES 3 4 - ---18' CONC COLUMN ..- - ----- - - -- 3-5vx4'-0' C 18' TONG. COL_ 18 10' LONG WALL 10 CONC. 10' CONC. WALL - _-� 18 1 WALL 14.9 14� DETAIL DETAIL 18 DETAIL 14 * 9 _ 98 DETAIL 78 DETAIL _ 58 - _ 38 _ _ - --• 3i4' . I'-0' T1-R41 14.9 3.4' ° 1'"0. T2-R35 14.9 314' _ !'-0' T2-R2'3 14.9 34' _ ! -0' t2-R34 14� 3/4' _ !' 0' T2-R26 14.9 SW I}11F'HWI RU/I �_�E. Z � 70 s0 50 40 30 20 10 41 OF [, �4 TP THIS DOCUMENT IS LESS T(I IIIIIII III III III III I I III III III I 1111 rrr T�1 III 111111 III III III II111f II III III III III III III iIl III III I I'I I III!li! IIIIIII III III IIIIIII TIT! i 111II • I' �I III I I i i I I I I I I I 11 I 12 APRIL 20 994 LEGIBLE THAN 'I'f1IS NOTATION, 1 � � 4lg-- � � 101 ----,�--- d f IT I5 DUE '''J '1'{IE QUALITY OF No 36 eltm-N-1 THE ORTC'1 NAL DOCUMENT. £ Z 8G LZ 9Z Z YZ E� Z IZ Z 8I 81T LT 9i 4I 6I ET �ZI TT T 8-�8-rL 4 4 E L Tm�ue ! r - 1 qq I � I � 11111''1! I!Illill!II!!�IIIIIII�IIIIII! 11111!111 I►IIIIIII ►,IIIIIIIIIIIIIII►I UUIIII4 IIIIIIIIIIIIIIII►I►UlII►IIIIIIIII!III U�Illlil IIIIII�II!i IIIAIIIIIII►IIIlilllllllllllllfl�IllllW1,�llllllllllll�lllllllllll �111�L1I1�lil1 lllll�i ►I W1l�i►IIIIINII r 90 80 70 80 50 40 30 20 10 0 RI 4 GL BEAM _ 114'-B' R /5x12 I 2-3/4' BOLTS 1 I GL 83/4x21 1 I I t 2x6 STU!'* • 16' O/C 1i/. PLYWD I I I I I -- GL 51jax22'a 2 SIDE FE-i I I -2 Sµ FNLI I I I I bx5 TUBE 3,bxb x8 I I 4 I I 1-'-;' BOLT I I I I I SDE IE '/4x5x12 W/ 5-'NI(o' NAILS _BACK fQ 3pxlm5%x12 - 3 ii BRCa P 3j4x5'/4x�-- }-- W' 4.3:4' pARABOLTS /" � / BRG fQ 6/6x8 s I I I 1 ? SIDE FE '/4/5x9 I 1 I j W/ 5-'Nlb' NAILS 2 SIDE R `/4/5x9 ► 1 5x5 TUBE- I I W/ 5-'Nlb' NAILS I I 03 TIES --fE ''a x8x 11 �GONc: COL I i i SRO It 3/4/4x5 I I BRG R 34/4x5--\ I I W/ 4-334x9 STUDS GL 51/bx22'2- i I 2xb FLAT I I / 18'3 GONG COL. TOP 4 F50T ' / �' I I SIDE R I ` -GL 5136x15 I I/ IE 34x124 W' I I 1/4x4xry / I - - - --- _ f — -OE �� �' 3111 AN. BOLTS — I 3- NIbI%-f- I I + 2m'-9' RADIU I I I II GL 5'/oxIVl/j GL 5Uax1m'� 11 I 2'0 HOLEx2' DEEP - I8 -_ 4, iL 5 6x9 ++il I I I 11++ dj IN.GL BEAM TC 149 // +_ --, I I, CLEAR NUT4 BOLT ' '/4 --{ --- _ SIDE I£ AILS i I SHANK IE 11/2 x8x l2 - - � _ --- ---- - -�• 3 , rECOiVC GOl�3 P 34/4x5 - 3 'NI6' NAILS11 W/ 4-/4x9 STUDS- SIDE B '/4x4xl'-C' C 22 DETAIL r12 D TIL GL 516x22''6 2 I I SIDE IE 1/1/6x1'-m' / �/�, W/ 5-'Nlm' NAILS "� - P) .aN W1 5-'Nlm' NAILS- PLAN 14.15/ 3,;. I'-m' T2-R81 14.1(4 334' I'-m' T2-R8m r P191�! 2x4 StUDB c • I6' O/C - aj I d �� 3 CY N V 5x12 OPENING 12'x2'-3' GONG BEAM 8 / b' � � FC GL BEAM / SEE FOR REINF 18 Imxl'-ms/4' w z+ °s BACK fF? ox ^_ ------- -- - '���`�'��� -- -- �I4.I® - 112'-(d' W/ 2-34'BOLTS 2 SIDE I!' 3.6/6x1`-034' GL 51/sx22'/2 W/ 1-3/4' BOLT _�0 BOLT IZ' e PER BOARD W/ - -- '14x2'•2/2'12 WASHERS 2'-6' 4 0 `-Z' DECK �49 � GL 51/6x221/2 UNDERLHF'mAD NUT ,, MAX--- ,� a cm ma + ' GL 51/6x221/2 GL 5'/1x7.2'/? + + - j ++ GL 5`/6x15 T I, I, I,. s 1. -- 2 TIC DECK tb r it lit' (++I 1+ 01 + FILLER IE 16' I } GIL 5 6x13 2-15 . ,� - --- - _ \a o E' +I I++ W 9x5 TUBE sm I 2x6 I'/4/5x6- 2x4 STUDS -- " o + II + 6 16' O/C W/^ 110-0/ _ _ � -_ _ Il0-m/2 h 110'-0 2 �' - - 2 PLYWD- W A --- , — - II/' 4 21/ 2-SIpE �' 1 TYP 1 4 + 2x6 • 16' O/G -GL 5'6x14-11-14 W/ 5-'NItJ NAILS Ibd NAILS TYP 3 I'%4' HOLE — GL 31/sxi01j2-121/2-1&12 1•'x5'//VARIES + 0. FOR CONDUIT LEDGER BRG fQ 3,ix5l-axVARIE5 BF3's IE 4 4 110'-01/2' I - -1/2' PLYWD H I, I OR 'Jb 4 1410 CONC COL fzEIF, SEE 14.,0 JOIST AGR. V N - GU_RyED 26 2x6 BLK'G i PLATES lae I � a 41 94 DETAIL ro4 DETAIL 34 DETAIL 34 DETAIL �..� 3�' = I'-m' T1-GAN2m 011 � 72-CAN2 14.10 9/4' I'-m' T2-COL54 14.10 3/4' ■ I'-m' T2-COL5fv 14.10 4 �■••� - /--+3 TIES SIDE IE 1/4xfoxl'-m' f I•j"� _ W/ 5-'NIO' NAILS- -18'4 CONC COL. 1A a � 2' LONGITUDINAL Z' GL 5'-6x22'/2 W/ 3�' 3 M N _ AXIS OF - ,4N. 90LT8 MITERED CORNERS- AN. BOLTS GL 5'�axl3'�2-15`/z-13`1"2 -- --�-- E - 14'o CONC COL -L bx6x36x1'-0334' 1 CANOPT' - 18 C J i IE 3ax2xl'-094' W/ 2-334 BOLTS E 14.9 !_ NOTCH GL TO r'/�' -1/ 4 4' CLEAR AN. BOLTS + 1 33j0- - - - IE 'ax&x12 _ ----- - — 4' // - _ -3316' WD/ 5�'NI`m' NAILS' W/ 4-314x6 STUDS �' PLYWD 0 34 --- / NO JOINT �+c - " I-SIDE I'E 1/4xbxl'-m' • END COLS. �1210 BRG fF'_ GL 51/ax221ja W/ 2 W/ 5-'Nlm' NAILS 2x6 STUDS 14 MITERED CORNERS PLAN • 16' O/C W/ 12' I-JOIST • I6' O/C COLUMN SECTION 132' PLYWD VARIES A CO COLO 1I _ �CT� /I -,1 I - COLUMN BACK R 3/6xl2xl'-03/4' 1 GL 5''6X221' `t / 2' T4T DECK a GL 311ex14-16-14 � 95 __ __ � 1/2 W/ 4-314' BOLTS-- TYP / 2' T4G DECK -� \ 112'-m' LEDGER W/ 3md • 146 FC GL BEAM FC GL BEAM - 12' O/C STAGGERED - 12'x2'-3' CONC BEAM - M■�+1 DGER GL 5'/6x221/2 2-SIVE Fe '/4/6x1'-0911 �__-- - — -- - ___r_� 1' T4G DECK-- 18 - 2' T4G DECK RIPPEDW/ 23Ccl EA. STUD W/ 1-3/4' BOLT I -- -- I _ i I 11/2. \ 18 �_ 14.10 --- GL 5'ex a ` j 'o I 1116, ++ 16.9 -GL 5'�axl5 ` - _— •2x(v STUDS 2�14 TREATED PLATE 14' HOLE FOR I 221/ GL 5/ x22 2 _ CEO ELEC CONDUIT -- ­__ - I _ -____ 6 O G W --- + + --II +� + - GL 51.6x13'/2-151,'2-131/7 ++ I GL 5ljax131/2-151/2-1311/ 1/ _ /2' PLYWD_ _ FILLER PL 6' II I III 6' + 6 9x5 TUBE Q' 11/2' ^ 11/4/5x6 + - ---�f+ +I la + 110'-134' - I --- - , ' �Im'-1�/4' — — Ilm'-I'/2' - - -341 Ilm'-m' F'+•1 CsRollt^ 11/41 110'-13/4' 51/4' 6 Ilm'-m1/2� 11 Ilm -m''2' 11 -- -Ilm'-m 110 - - -- 2-SIDE fE /4r.5x1`-m - , --- ---� I C� 5 - - W/ 5-'Nlm' NAILS cQ — 2' 2' 3, I �-BRC fE 9/4x5'�4xVARIES WI/ 94'oPARABOL�S GER � -Im' CONC WALL 4 • 2' BRC: P 3/4x12'4 GROUT—/ • 2'-m' O/C STAGGERED r, BRG fE 4X9/4xYARIES O l0 --BRG IE 3/4x12'3 W/ 2-3/4' AN. BOLTS - i �j -- W/ 2-3/4' AN. BOLTS I/�._._._ Q ILo 3 • 6' 1410 GONG COL. W cn - I N � 96 F+■■1 A ry� 1410 �..� Z 14' O 00 -- -- TAI DETAIL 1 � DETAIL 9�o DETAIL koro_ DETAI,� 46 DETAIL i 3� DE L 2�0 0 14.10 334' , I'-m' 72-GAN14 14.10 344' • r-m' T2-C4Na 14.10 3341 • I'-0' TZ-CANT 14.1 3.' r-m' T2-CAN6 14,1 / 934' ■ 1'-m' T2-GANI2 Z 314' I'-m' 72 CANI r 14.1(4 FC GL BEAM 6` COL -2' T4G DECK 3) (4) 2' T 4G DECK ~ V CONC. PIER CONC. PIER CONC. PIER CONC. PIER CONC, PIER CONG. PIER 1■�■� RIPPED IZ'-m' _ 121-0' 12'-01 —_ 2m�-0' LEpsERB 4x6 �is _ u 6 6' FILL - 2'-0' SPLICE TOP 14.10 3md • 12' O/G 14.101 12' O/C BARS • MIpSPAN �y GL 51/6x221/2 STAGGERED {12' 6-5 VERTS-� I'/2' GLR '�- - __ � - - ---- ---_. --- 63 TIES • 12' O/C- 1101-01/2 pond --- _._ a�I Ilm'-m' � -.._.�_ �I DETAIL ro�l DETAIL �- 3 - __ - I'BA SPLICE BOT. _ LONGITUDINAL BARS • CENTER 5 • 6' NOTE: OFFSET GL LEDGER 31/6x101/2-121/2-101/2 -6-5 1' 9° AXIS OF 3.4' - I' rJ' 72-GAN3 34' I'-m' T2-CAN4 OF PIERS -J vERTS TO MISS FIN, GRADE DOWELS GANUPT"- ■- 14.10 I�•10 BE BARS • EA. VERT -2-''/2' AN. BOLTS , 2-5 TOP '� '� _ ,'" / BOT. STAGGERED TY7'68 2'-6' 14.10} _ 11 YP. 't 113 TIES • 12' O/C t 2' CLR- -------� 3' 111/21 03 TIES • 8' C'G a' R. 1 ---1'-3' WIDExI'-3' DEEP r:RA BEAM -- �3' =LR COLUMN SECTION 1 --- -- DE a IN • -- --_-- -+ 2-/5 CONTIN 2 .3 , l- Imm'-m' \ W/ 4ES * W O 1 a 2'-m' LAP MIN I - - 1 J � b-e5 -- � 1,-m, 44 TIES • 12' O/C �5 • 6° I SAME LOCATIONT-0- TOP THRU FOOTINGS 3'-0' LAP I -3 0 • s *---4-04 EA. WAY AS TOP BARS 2 m' - TOP 4 BOT. Ilm'-mV-3- 3' — -- - - - ---- - __ - - ---- - _- -- - - -- TH2 1410 OIL — --- - f - -- ---— ----- ,_ I I I'-3' L - 3' CLR — 4' SQ._ ------ LONG. BEAM GONG. PIER - 14. 10 g DETAIL �8 DETAIL — �a DETAIL _ _ 4� DETAIL _. 9 _ — 72-CANI3 14.10 34' I'-m' T2-GAN1m 14.10 '4' • I,_o, T2-CANII 14.10 '4'•I ©' 1'1-CANq 3.4' = I' m' 9,'2�,91 l4.lr� �, yr1r1'_, SW DUF'HAM F?I)/PHASE ? 80 70 80 50 40 30 20 10 4'G OF 66 • IF THIS DOCUMENT TS LESS L�f III III III III III III �I I III III III II1�11TiT I (�I Ill Illi III III (II ll( rlr'?�1T1111 i. IIIIIio LEGIHLE 'THAN 'PHIS N01'AlION, jI I , I 31 4 I J b� / I I � 'I I I1� I^ I i� APRIL 23 ( 994 ` IT IS DUE TO THE QUALITY OF - No 36 b'T?--^'- THE ORIGINAL. DOCUMENT. �- E ill FJL LZ 8Z Z 67 ES Z TZ OZ 8T 9[ LT 9T 4T bl EI ZI TT T 6 1 L 9 9It II►lill � 11Vi;111 ► ��1�,�4,1,1,►►�,,,�►„►,,,��N,► M - 90 80 70 80 5L 40 30 20 10 0 14.11 BOND BEAM W 14x30 W/ 2-04 BOT. DECK EXIST 111/71 STL DECK I-EXIST 14'x5' I-BEAM EXIST 14x15 BENT R 'izx2'/7 I-BEAM -EXIST STL DECK E-7`- LOCATE • VOID 5I NO. 12 SELF TAPPING IN STEEL DECK 14.11 SCREWS • 1'-0' O%C. 2-S EA. SIDE 115'-5't �� Mqk MAX OF OPENING - '- - BOT. DECK +' 1,4 3 ] L 1 I � - FILL SPACE BE 4'4' MAX 3� SO D_ T L 1 - - - --- - - -- WEB 4 BLOCK W/ "'_,� 14.11 l p 1. GR VERIF r" MORTAR- •e 2x8 PLATE W% 6�0 '� ,O* -j 38 1 -- -- - AN. BOLT 8 • 16� OI A r 1 3 a 4'-0' O/C �Oj -8x 6 LINTEL 7 j4.11 C 3x4.1 s 4'-2 "/G l SND \� GUT OFF BOND BEAM 2-'S BOT. .A FLANGE - 2-04 h8 W�- 14.11 C 3k4.1 - -EXIST STL 5' EMBEDMENT ye' AN. BOLT 4 ®� OAC JOIST • 2' 0' O/C -- --_ -- TOP �F,CRD 8' FON WALL ---- ✓ERIFi 8' BLOCK WALL -- -- -_ I 51 DETAIL 41 DETAIL 21 UJALL ELEVATION 14.11 3'•I'-0' T2-RE6 ��.�� 3'4' - 1'-0' T2-REI 14.11 e'•' -0' T2-REII 2 - EXIST STL DECKr D411 120'-8't EXIST 1'1/7' STL DECK - - BOT. DECK _ --- _ 14 6 W '4x30 91 c1/ RIex3 STIFF R Ih - fl•• 'RIPBOT. DECK w r. EA. SIDE � I I EXIST 14'x5' -BEAM EXIST PILASTER-- -5x5 TUBE EXIST PILASTER a W14x30 W14x30 EXIST 7 BLOCK EXIST GONG. WALL/� w EXIST CONC. 11 fill N EXIST PILASTER WALL E:c18T ¢'L WALL r� � R 3i4xl981i7 W/ I - T�' I£ x'Ixl4 I I �-CUT Ofd FLANGE 1E 3i4xlx81jz W/ r ('. - w �`+ 1 2-3/4' BOLTS + ! I + I I OF EXIST BEAM 2-3/4' BOLTS 49 W EXIST EA. SIDE I I I I I I Z1� XT,ST EXI T g�J�jG - EXISTz1/ v ,i 6 GONC WALL 1 I L 4x4x1gx0'-6' I I I ( I I O G g�L , 0 Ci O a - - I I W; 34 PARABOLT I I I I L__y. I I 14.It •\IO LOU ` r -- - --- �-"- I SEE WALL ELEV I I I I IE 4x3 i I EA. SIDE- I I FOR SPACING I I 5x5 TUBE- I I 100'-0' C 4x125 FLAT / W, 2- z' BOLTS I I 4 I I I I _ - 0 SEE PLAN FOR / 1 5x5 TUBE I I I I I -_ e EA JOIST I� - -- I I I I _-BRG fe %A5x8 LOCATIONS EXIST FTG 1'-O' o FLANGE WIDTH I II I I I I GROUT UNDER q 3 �3 DETAIL 53 DETAIL r4'3DETAIL 23 UJALL ELEVATION _ t t1 �4.Fl T2-RE18 1� 11 '4' ° I'-0' T2-RE14 ,� ,, 3q' _ ! -ET2-RE13 "'°I -0' T2-REIO I 1/4 2 V n EXIST STL DECK r, 0 � VERIFY ! I V EXIST 16'EXIST ' - � � STEEL JOIST STEEL JOIST45 Q, I 14.11 I -- ili -- WI4x3m 35 A REMOVE 14.11 EXIST 8' k Ir _ 14.11 BLOCK WALL-y __ W---T-=_\ 0 � 53 3Y) e 4 EXIST JOISTS in 5'-0' O/C END IE z CLR 14,11 14.11 f a 1x4x4x6 MAX 1�4 -2 - EXIST STL DECK 34 DET 14.11 63 v 4 - OIG .n `--- ==fir-VERIFY II G 4x125x1(�'-0' W6x13 �,m x I I I I I I 2' + _ END tE '%x4x6- • 'v_ g MUNIT MEC" S. ---EXIST STL DECK _ ��..._ 1,4 2 TYP I 8�V 4500 UNITi _ �. -- � - I�,\g� w fes' W/ 2-3/4' PARABOLTS W6x9 ffi BRG fQ 1/2x2/,x5 Wbx9- JL N0.12 5µEET METAL SECONDARI"�\ SCREWS • 12' O/C BEVELED BRG 12 5' WIDEx3 EXIST STL JOIST III SUPPORT EA. SIDE (LOCATE VERIFY TrIICKNESS -� SCREWS IN VALLEYS 111/2' STL DECK MEMBERS 13T MEG" REMOVE EXIST i PRE-DRILL BM. BLOCK WALL FLANGES) F+ 1 I VERIFY CONN. TO DECK- WI4x30 5 1 __ 55 DETAIL �45 DETAIL 35 DETAIL r -- __ - �41 3'4' !'-0' T2-REIT ��.�� ':' . 1 -0 T2-REI6 ��.�� 3/40 I'-0. T2-RE15 Sit ... 0 r � Z •0 5 PART'L FRAM I NCS PLAN L ROOF FRAM I NCS PLAN F•° w t f _-EXIST PILASTER - 14.11 1�s' ■ !'-0' T2-TEGµ -- ----- �p 14.11 a -!' 0' T2-RE8 A■r' Or 5' PARABCLTS J EXIST 6' CONIC WALL j- h+ ' STANDARD NUT--/ E' EMBEDMENT/ -- ( - - - _ `-- --_- T 31 f1,1 14.11 31/26 -8 BLOCK WALL �f 4 1/,7- r l J + jo 8' MLOCK WALL REMOVE EXISTZ FTG 3'-O' SQ.. 14,111 8' GONC WALL O BR G IE '4xbx12 W/ � SEE ELEVATION FOR REINF EX15T 14' 4 EXIST CONC 3 / BEAM Ai3OvE Q t 82- 4x12 AN. BOLTS- SLAB-- )BCND BE4M DSC u1E� w W (154.11 a � Wi 2-44 CONTIN 3� PLAN W -- - - - j - --w « OL T2-• • \ • • EA. VERT * I I -8 BLOCK WALL 21 T?-RE3 ZI °� 1 23 23 j 14.11 I Y 5x5 U TUBE 14.11 ' I I _ �_ 2-5 CONTIN TYP - A 14 -- ---- -- - a EXIST 14' - - 8, • • 4' 6, - •� •_1 EXIST SAW CUT EXIST SLAB BEAM ABOVE I lu BLOCK. WALL- PJ 12' JEW 4' CONIC SLAB --4-115 VERTS 8' FDN WALL 3-04 TIES 2 - IO' "' Vo - - VARIES NEW 4' SLAB -05 CONTIN TIB / I,- FTG 3' 0' 5w.x05' W/ 4-04 EA. WAY- ? PERIMETER INSULATION I 4 - --- - u_ 14.11 -B' BLOCK WALL - 10 2-05 EXIST 8' _ r EXIST BLOCK WALL -A _ 2-'S CONTIN �. !2 8' BLOCK WALL I I ..-J 38� -----__._ 14': 14•.11- - �.. I VERIFY f� -� f - EXIST 6' CONC WALL �8 DETAIL 58 DETAIL _ K 48 DETAIL _ _ 38 PLAN 1 _ FDN PLAN _ 14 . 1 14.11 3,4' = 1'-0' T2-RE2 14.11 3'4' = I' 0' T2-REI 14.11 3 ` 3, =I'-C., T2- 4 !'-0' 7?-REI? ��.,, a I'-G7' t2-1�4 ,,�,.11 RE9 111!RHAM RI>/F-+iASE 2 so 70 43 (IF bb 60 50 40 30 ZO 10 _...,.--..M..ew....►i,rr- M • r , ', �s-; - i e y IF THIS uOCUMEN11' TS LESS lIlIII I rh`1rT11IIIICILIIIIIILLIIIVII 11lIll VII I LEGIBLE THAN THIS NOTA,mON, I I 1l l I I 1I - � 3 1994 I II3I T '1 h1I6 IT IS DUE '1O H[I QUALITY OF THE ORIGINAL DOCUMENT. N.36 8-.-c-- T 41111111101�71111 R81Lt 9�1111!11 Z 6I EI ZT ii T 8 1 8 L � 9 I 19 � ib � � !IIIII III!II11111 it IIIIII llll'lll !IIIIIIII IIII illylll IliII1111I!111111111U Ili till 1°' 90 s0 70 so 50 40 30 20 10 0 GENERAL NOTES- �%tD A�C I. AREAS WITH SUSPENDED CEILINGS ARE INDICATED ON THIS FLAN (SEE LEGEND) NEW SUSPENDED CEII_ING AND LIGHTING LAY-OUTS - A S E. ELIG , --------'------------------- -------------------------- ----------- ARE INDICATED ON REFLECTED CEILING PLANS. EXISTING SUSPENDED CEILING LAYOUTS WI•IICH ARE NOT SHOUN MAY BE INSPECTED it I AGC.ORt='INC TO THE SPECIFICATIONS. PORILANQ, GO C =53* �� �' I I 2. SPRINK._CR HEADS HAVE NOT BEEN SHOWN AT SUSPENDED CEILINGS. LP=s! ( l n I ��_� DESIGN 5�--�i_ COMPLY W17N NFPA-13 AND LOCAL ALItHURITIEB �fi' OQ� I A NA\/INC �UR15D�CtION. SFE LEGEND FOR ARCHITECTURAL_ DESIGN CRITERIA. OF I I 1 LOCATE CORA ^ �R SPRINKLER HEAIJS IN THE MOST CENTRAL ROW OF CEILING r 3. SPACES BF-7-EEN SUSPENDED CEILINGS AND UNPROTECTED ROOF I ASSEMBLIES AND ATTIC SPACES MUST BE SPRINKLERED WITH FROST PROOF LEC-END i i I• i ;I I (DRY) HEADS. # 4 SPACES BETWEEN SUSPENDED CEILINGS AND PROTECTED, !HR, ROOF I -- - ( ASSEMBLIES NEED NOT BE SPRINKLERED. - MAIN SPRINKLER LINE /DESIRED LOCATION) 5. MAIN SPRINKLER RUNS SHALL NOT BE IN EXPOPSED STRUCTURE AREA ® [ j UNLESS APPRO✓ED BY ARCHITECT OR e)THERWISE NOTED. T2j I rm1TLL1n_1 1 JT I �TIFTTTTI?TTIIIT'T�F1II1•II]T�TI"fTTTT?1lTP.T?IT IIfTI!'TIi�LfiL_ �iIT.T.TITITIIITIXIIfTI7CIFIT� � �-i� ., l;Lt:L ,- 6 BRANCH SPRINKLER LINES IN EXPOSED AREAS ARE SHOWN TO INDiGAT� I DESIRED ROUTING. HEAD SPACING MAY VARY TO CONFORM TO CODES DROP DOW) TO SYSTEM - -- C I 411 T BELOW I 1. ALL EXTERIOR SPRINK.LEIR HEADS SHNLL BE FROST-PROOF VANDAL RESISTANT TYPE AREA OF SUSPENDED CEILING F1532 '-- --- -- --- - - d24 { I 8 AREA SEPARATION LINES ARE INDICATED. THESE LINES ARE I�QT INDICATING SPRINKLER SYSTEM SPRINKLER ZONES. DESIGN OF ALL ZONES SHALL BE 1 4E RESPONSIBIL ITY OF THE / NOTE: CONTRACTOR, SUBJECT TO THE SPECIFICATIONS. ALL PENETRATIONS THROUGH //' WORK NOT IN GONTR tiG7 ABOVE SUSPENDED AREA SEPARATION WALLS SHALL BE FIRE STOF-)•ED. / / EXC"�0r,%S NVTI:A -_- _.__- -• t CEILING THIS AREA i Tl SHAPE LL ADR' `' REMOVE EXISTING CORRIDOR SPRINKLER SYSTEM COMPLETE WITH HANGERS, HEADS I , •.•. (ii�L�_a-, _ _ F ._ -r � -- AND CON ECTORS. _ CTU Kss�a ����RE : f�7 C,� 2 ( /� , ' I -� I �.1 I 2X2 GRID HEAD SHALL BE IN (l 1--- I • CENTER OF TILE �9 _ , WEAD NOTE: . 5FIRINKLER HEADS AND - Id[ I _ 1X4 GRID HEAD SHALL BE IN r- �{ / I CENTER OF TILE a BRANCH LINES PREVIOU6LY � 'yJ � �'i' �. INSTALLED THIS AREA-CONNE ' IVATE AS A pARTC OF TNI S CTONTRAC � 1 NOTE �- 010 SPRINKLER HEADS AND ' / " I - � / � � Z � d29G I: DRANCH LIN04 PREVIOUSLY/' -- �. CONNECT AND AREA dZ2 I - -- - INSTALLED; _ � � 1. I x ND ACTIVATE AS �' I ` - fff,flffly ° A FART OF'THIS CONTRACT ( lr c�cot�;�R AREA ,i I / o • o dro d� do a 3 �1 �I I OL I I III c II -- ( I� D' WN TO n. M I, LC WER DOWN TO LOWER I OWER F LEVEL LEVEL U o ;_ 1. \ I T C~ y -- JTI u ?Tm F"r>? IT — I�IITTi — :ixtrl�rsrT i - -- T -- - T tom- -- ---� - I 7 ~ 4i �.Tt'-- ';f. rl'u ,ll ti T.FllTtlw� V cHK!! t Vv� \ 3 AI2 �� / , / / // / / U 144 F A13 � a 4 I / /, / �'. // `'f / � V.P. CEILING - , 0 ® _ EXISTING WOOD BEAM Alm WITH EXISTING FINISH A-5-1 SPRINKLER LINE I Y21 I6 GA GAL V. SHEET METAL VALENCE - T MECH. ROOM ' :/ ,/ • / /, I SIZE AS REQUIRED / NOTE: TO CONCEAL PIPE, ABOVE REQ'S ' ' ] - / - 5PRINKLERB EXIST THIS AREA, 'r I r- FITTINGS - SIMILAR I~ SPRINKLERING . '' 'I0 / _ ` COORDINATE 5PRINKKLER /i,� AS A PART OF THIS CONTRACT, / ROUTING WITH MECHANICAL TO EXISTING IN I~ `I'24 / / CONNECT AND INTEGRATE I� @Y13 EXI5TIN6 SYSTEM TO NEW I EQUIPMENT / PIPES IN I / SYSTEM / /f , MECHANICAL ROOM$ :r42 I- (SYSTEM CONTROL YZS v. L I' / rY13 r' / / i LOCATION) / -�`_ /j/ / / // ® :�'' • /i/ ,/ / , � - -- ,.: za SPRINKLER VALENCE ti 4 _ I F I // f �� ,/,/ E F� JPt)t I FPl r Ib'-m' = c\1 sr) AID "I'7b � Pli ----- _ ��ucFsf� rr, --- ) J / _ . / ✓ / / (.YSTEM CONTROL r-------------------------- o'1111=11"11 - Z - (fj X _ -RISER LOCATION) / -- —T--- AREA I l �, r AI //// SEPAkAU6N C� OT SPACES `t / / ' // j /// - - �� L Ix 3 �' M ABDVE REQ 183 TYPICAL ' / / / / / /f / / %/ :. 7 �, L•,, SPRINKLERING CORRIDOR / / / / % �/' / / / 1Li j 7S SECTION ',I � ( /f /�/� /� �� ///'�%/ j ' _ �� 1 YbD Y62 i I � •-- ttLNL Xlb J I - - - - ® i III - T .� _ xml COPR! OR �. YlO '"a x o - 0 _ _ Erd — -- - -__ - r.. _ _ - _ r - 1, _ Ye•+ Y33 ,. / /SEE 3HFET 9.Z FOR CEILING WORK / Z Q I !N THIS AREA. 1 I ►-+ —J Cab / , ,/, J F :7`UK) F Y31 � z LF�j Et�E e A- � s s.� . ,fir__ •sem_. - • • //, ,,/ J � ' , / , // � � U Y36 pz COAT cyiil , IL NO}IE SPACES I �!• k� QQFFl�VE REQ SPRINKLERING 1 r / / i / / / ' i ,. % S I FOR �XPOS�D SPRINKLER I LINE DIAGRA! 'I SEE NOTE: L SPRINKLERS REQUIRED IN /.•`/*� ,� CHASE FOR HORIZ GREASE DUCT - SEE 6B/15 -L.—L L I SEE 49 CA -T- I SEE 40 ExISTPR(NIr ER ,YSTEM REQUIRED AT 717:3 7.1 I C ':SYSTE DESIGN D L I NDN LJ I BAWL SP�w�. SYSTEM pE GN AN I -------- I 62 --- - - - PIPE SI INCQ_YM HARLINKLERING A8 ACCOMODATE jFUT � PART OF THIS CONTRACT. �e MAIN1' 0 16" 0 AND UPPER LEVEL FLS®R PLAN --- FPI':;Tal DUF'HAI'l RD/FHASE .' so 70 a0 44 O�= 66 a0 40 so s0 to - jT 1 1 1 1 (I 1 1 1 T'f I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 'IF THIS DOCUMENT IS 1,CS5 ;1�1 Ilf IIIIIII IjII II II 'il 111III III 111'1111LL I 1Z 3 4Jill s I ? g10 11IAFF?IL 23 1994 I,EGIALF 'THAN TfiIS NOTATION, _�__ ___�� ._-_�-- -� — __1�_ __� � IT IS DUE TO THE QUALITY OF Nage �j•_•'S--• THE ORIGINAL DOCUMENT. -- — _ [I, �$ eZ�BL LL , 8�Z 4T 6ZERZ �L T>� d 8i 8th LZ [ t i ESI Z1t i1T dI I r8 ' 8�LI 8 9 IIIIIII�IIII II III Illllllll�llllilillllllllllll�llll�llll�illl�llll�llllllltl�lllllllil�llll Illl�llll Ilil�llll IIII�IIIIIIIII�IIII IIII�IIII illl�ll illl�ll!I Illl�lIlllllll�ll►Illlll�llllllla1111111111111111U11�111 ll�llll I I I tll�llll IUIINIII x I 60 40 s0 20 10 0 I I - ,,I� r�f� .<0111 ------------------------ ----------� ~ CHAR S � SEIIr � ORTLAND, OREGON 1 9�> , Com~ 1 O F ` LEGEND-- II . . - � .• . ' I MAIN SPRINKLER LINE DESlrv+r` LOCATION NOTE: I - SPRINKLER WORD THIS AREA SHALL 1 i BES DRY TYPE TEMI - _ _ _._. _ I AREA OF SUSPENDED (;EILING -�_ - .I L may, .A.• •_.• ••• ./'` . _. .. — - ---- - - - --- - ------- ------------- -- - - CT -. - E CEPT AS NOTED WORK NOT IN CONTRA � I � � X t I i I f ' . RR �"` • G41 I I I I 2X2 GRID HEAD 9a•,.LL BE IN Gg I • CENTER OI' TILE I ,• .. .. •• .. ,� •• ; '. `' 1� -= I l L,�'�J � I HEAD EXISTING TUNNEL �I`-=-� I -- - ( 1. ' UND R - --� I I I 2X4 GRID HEAD &HALL BE N LAO CENTER OF TILE �__ .� c� • 2 - - _ _ _ _ o c� l�-fi3TIII CIIlTT),ILT'!-TLli.l•I.LL11iJT1lISI.LITIIILLIII_SlI:IlITII1:ITIP•ITLTZIIII7TL1:I�a� �� I ��fTLI ITL"i1TTr'-�T���-a-_ CANOPY ABOVE -- TUr_- L---------------------- ii r ABOVE Ir ( O :5z I STORAGE �i STORA®E � STORAGE -__.- I I ECHANI AL GcENER�L NOTES: W x NEW RISER � I . '• �• , �� I I ` 1 —�--._ --_ -� - z 7 \. RISE UP I I -FROST PROOF, I n (SYSTEM CONTROL J To SYSTEM 1 I. AREAS WITH SUSPENDED CEILINGS ARE INDICATED ON THIS PLAN w —== ABOVE I �I I I (SEE LEGEND). NEW SUSPENDED CEILING AND LIGHTING LAY-CUTS 4 'LOCATION) ,- I I � I I I ( ARE INDICATED ON REFLECTED CEILING PLANS. EXISTING SUSPENDED NOTE: I I I ii I —J 1 CEILING LAYOUTS WHICH ARE NOT SHOWN MA7 BE INSPECTED 0 SPACE BELOW LECTURE L-J " I EXISTING COURTYARD I ACCORDING TO THE SPECIFICATIONS. ROOM SEATING (ABOVE) I I I li I ( SHALL BE sPRINKLEREf �J I ;', I I I 2. SPRINKLER HEADS HAYS NOT BEEN SHOWN AT SUSPENDED CEILINGS. \\\\ I_� f------ — ( I � DESIGN SHALL COMPLY WITH NFPA-13 AND LOCAL AUTHORITIES n HAYING JURISDICTION. SEE LEGEND FOR ARCHITECTURAL DESIGN CRITERIA. CRAWL SPACES I LOCATE CORRIDOR SPRINKLER HEADS IN THE MOST CENTRAL ROW OF ii I CEILING PANELS ( 100% OCVERAGE: 130 SQ FT MAX, 100 SQ FT FOR STORAGE ARE AS - L--------- �•--� ®ID AS HEATED SPACE) I i I 3. SPACES BETWEEN SUSPENDED CEILINGS AND UNPROTECTED ROOF I II ASSEMBLIES AND ATTIC SPACES MUST BE SPRINKLERED WITH FR05T PROOF E+ c - ' (DRY) HEADS. 4. SPACES BETWEEN SUSPENDED CEILINGS AND PROTECTED, IHR, ROOF W -- — ASSEMBLIES NEED NOT BE 5PRINKLERED. x 5. MAIN 5PRINKLER RUNS SHALL NOT BE :N EXPOPSED STRUCTURE AREA v Ll I I UN..ESS APPROVED 87 ARCHITECT OR OTHERWISE NOTED. ® I 6. BRANCH SPRINKLER LINES IN EXPOSED AREAS ARE 5HOWN TO INDICATEOWN x A e=aaretar`rra..�.rre�ra,�rrr�..�.��.��r .tea. DESIRED ROUTING. HEAD SPACING MAY VARY TO CONFORM TO CODES, V AREA MPARAl10N I' 3 ORAE I W « I I I 1. ALL EXTERIOR SPRINKLER HEADS SHALL BE FR057-PROOF, VANDAL RESISTANT TYPE a r ! 8. AREA SEPARATIO'J LINES ARE INDICATED. THESE LINES ARE tjQ—T INDICATING I SPRINKLER ZONES. DESIGN OF ALL ZONES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBJECT TO THE SPECIFICATIONS. ALL PENETRATIONS THROUGH AREA SEPARA).ON WALLS SHALL BE FIRE STOPPED. 4 I I To SYSTEM To SYSTEM 9. REMOVE EXI;';TING CORRIDOR SPRINKLER SYSTEM COMPLETE WITH HANGERS, HEADS ABOVE RISE UP I AF30VE AND GONNE-TO ORS. Acc& rD I_ I A50VETEM rJN N e�. - _- - - - 1 EQUAL EQUAL ..� NOTE: - - AS PART OF THIS CONTRACT SHALL INCLUDE FROST PROOF TIEING EXISTING RISE AND SUPPLY SYSTEM TO NEW RISER _ SPRINKLERI HEADS �- RIS+ER AND SUPPLY SYSTEM BY LOOPING MAINS Th EXIS"�' I',FI. �t':G VN6- I•I I - w THODUGH UNDER-SLAB TUNNELS. I — , ��t't(' { I �� l -- — ---------- -------------------- ` SPRINKLER LINE G�2 --------------------- I -T __-- - ./• V-5 AFF O Y I - _ FIN CLO z -- SPRINKLER MAIN SPRIN R LINE 6 SPRINKLER HEADS ' AT (' -0' OC MAX. O E_ II wA /U 0 I I w O I 9 6 ii 0 z I O v � I I zo NOTE: SPRINKLER REQUIREMENTS �Q;•T b 'rn� wt,6 STOP AT LINE OF EXTERIOR ` I �y..r� I I WALL z I I I TD AUDITORIUM I I F�1 I U � Q UNDER SLAB TUNNEL,. SYSTEM R,'1 � z NO 5PRINKLERINCs l EVUIRED) Lu « 1 V----- — y==— IT --U lr-_—= — _ __— 0—+ o O SPRINKLER w J LOOP ' I « ' CRAWL SPACE z-� EXISTING CORRIDOR SECTION w�A �Pw�w� (NO SPRINK!_ERING FPS I/2'= I'-m' EXTYP /'VEA AJIA REQUIRED - SEE FPI) Mam�ou�um�aft�=a iiiiiiiiiiniiiii 0 0 � � Q NCfiR�"�4 N L �8 LOWER LEVEL FLOOR PLAN - REMODEL AREAS 83­:_)20F P2 FP2 0`x/21/91 I+I nLIFI-IAM kT)/PNFaSE ;Z 80 70 eQ 60 40 SO 20 10 45 OF 66 • ....._......'R.m+a.a!a.mece�h'.s.":�+•Nwn-nr.n=- ....,,..,..... �.,,.•...,....,w.w.,.....,.,..,.»,r»,,...,.�•�.sv..'o�.<�,.�.:-�.,,•.. e',� ..p}', p� • +' k "° 5 r.' I ' IF THIS DOCUMENT TS LESS Tjl III III III III III I I I �I l t I I III III I I1 �1T T1 fj (� III 111 III III I l l l l "I rlr'?J11111 III II I III III III IIIr1111111111 I III IIIIIIIIIIIIIII III I 1111II II�l rf' I I ( I I I II I I I aPRlL 2�3 iQ94 LEGIBLE THAN THIS NOTATION, 3 4 I 5 I 6 I 7 8 9 10 11 lz� � � � _ _1____ IT IS DUE Ti) `CH1a QUALITY OF THE ORIGINAL, DOCUMENT. ---.._ _. __-.- ---- - ---- ---- --- - - -- - - �EZ t3�L I LjG 8 Z� Z 1b Z £�Z I �Z 4,41 8�T 8T LT 8T Zill�lllllllll�IIIIIIU4�UIIIIIII�►ullllll Illlll VIII lUl�lllllllll�llhllll!lull(lll�llll�llllliullllulull111 �llu 1!�llllul Illlll►�ulllllll III�IuIIIW�ll S C: H E D L 4 L &._ OF r; O N N E GT l O [tel S I V CX15T. NEW 1- :GTR IGAL- MMCHAtJ (CAL_ „ a, r~'►tpJF_�:T• f':� T^`� , L!T ILIT1' 'L�NN!~Gl"ION 3 u ..END AND !'�No-re N TH15 Dr •W��r 4L Ca� C3 J) �• i»i T-0 AtLL �2W(.t`�> IN yE-A7L.ITf-' W z 7 � �� � F... Z w Q rvw�4� A2. 1 Tt�u A! z �; til u1 � , - `�� �, -- -_ �• ��� 1�ry,�1(r��Tuk?A(- Dc�-Y�r��� >=-�s�.� � � 1- � lu $ - Z r 4 � �� u'u+ z �' i >� �• ' T1l�N ()F &,Ll- FooL� F-RGt;,Iri�"�' 3 4 �i ? O f� /1 K`.� C.RIPTIc�l`l } la �� 3 n Af� 12;. 2 �N( Iz-tw_i~uu i„fn�PT i EX_ eA :-J,E+- G'y r7 , ♦( r. l: Ila ti� 2 T �- _ T „ �.. - >?� �+CJ�+`loN� Gcl�'1�MM.c-A�;.E ,vY o>•nck:`r, --7' _ l 'shsV--) _ I l r- l C'k' ;'JUTE �n P_ N U ij I r r"y l`\[ /Ji,Y-/1 9 'r- 5 '' �wli.L ���T�'.k`Tt';INI •. .?q� .� _� I��i C I- L -- — — rJo'TE `� (: D� �N uNrr e'l I;ZG) Ql ? t SNAG LAK: InIFx i ;j5,' I ���: - - - "CUTE- `J '.DAG.o/.>Ll ►r 6 �� — NGTE I'S, T ;O rccdtl 's KAP' P T n+ �•, y M �. r -_Y� til AC.N c lJE M-- _— .l� i'> IN �'( o ytiW y ilc J� y��nSN►) I. ,t?a y F-<- �►tr) Z --- - �� N it �lO. " "'?'SQL Z !�`�( k� -.. : 'J - _"vOtt. SAi�ITAKi TOwf_L. `X^^ -' L I •I"��� �' - - - - — J N ;Ji� _ 12 I w�� : -:�I.��,.T rz - ��I �� ti� _ tiarri C� IPFL Qu �'�vU YvA�L _ I 14 77 - - - - - l3 ��D iiJAtz•!n N%7 l_/�t�lh'S �.r _ r ..G= [�►. .'i C M5 14, �l' ,I 11 I�o — Bax cr i E s. \tt"f�+F`t' ciPtl ! / K'UP ScK•VINCa I�t��. r -- - CDe�► C-UUk�IT Y•`i SEC. 49 431 _4i7 G� 1 Ca � �- - ---------- -- .__ Io y -- ►9 1 r2F.�'t�l� �'Eh(.H 1N Ii`' --4'�,'! "?.1, .IIz �1 � y 43' aro j I C 1 - ��`l'i�.au•1t - j RT!04J -- - __ -_ _— o 15 ic,r Gz v r Tool= u .�I~I.� ; Irl/I PI A m u it _ --- �(oT� (o"1 19 �.30 oar 'T11 nr� d. Noris 13,1(od 19. HOOP lt)<IiAueaT - 2'1t�yLFtr+il•�S3 C-/:H,`' Uf }�OC)p !:�AsS. wa/0aoRpr. .SurPiy * 191000FM/O.laiWb Z7 j _ F!EE F'CwTEGTIaM �VsrE M t►� ; , _ �o �1t� 900 F-'F1v1, a IT4-AA1_ g j WALL. PANEL`, — -- - �Y J' '511110 17, , 29 I � �F='.JU.•. �c�� }� ,' _ '� F'I_ 3/4'' ^JrfiEs I(O4l' �tC10,GQp 8•RJ/t{fCC� 1 TiLiT� CONML�TjOt'4 NCT�� UTILITY COWKCTIJN NOTES... - - 'yi0 , - -- - - - - - \ ALL ROUGH IN AND FINAL CONNECTIONS BY OENERAL CONTRACTOR %I WO7-K t -'-�-- D •GENERAL NOTES ------ 3/f �>�•r I AN weir-octnorw ore sk.m es 0"occur ON Me eOtYp n$M apselRod. - 2 Carwcnone Sim, in Kha*A an for one Will.nalh*by rpnaghy to obtain bra. 3j� I ��ON'I(E�'_T 10 N CJ'V' .,N t l�j / ; -1. I 9 Existing eWwrwm pl ai hart utNiq eomectnora vrNned rrt"n krhaafnatlnn on - mswtocrurea Ostia plate. 34 ! �� G•�El`J 13'f�•/> f C5�:1►�..�' f•VEN L-I{.'E ITEIL1 7� ilrr�'I 7• ! j�l f2�� 1 It ��j A�- L :.. l T ._'r .�! ;N<a ��-� .-l�.N /ELELTRK:Aor to o 'NOTEres hMicatWn drawYq ler mu 1pbra dnab an/ ooMladloRw z� i - - J� " ;Y..' ' p 35 /- • PGT ;�t''A�1 91N�'_ ,Y� .M_) L ('L'` ` l5 Whse eipuipiso tl senwctlon le "wn as',it',elsoftcol eunroctr shall CWMW,to 2� _ .T V is famished on epupwmd. 7uv " `�r1Al ��NELVcS ---Not,,, -me 'So' � �l �y �1 r rIJG� r4 a what XV M Y dmftd.KEC will prwAft property NaW Iww mouru•d In.gIY}n+sM 1 37 j LwiNP"rA`r —( Ikk s,e d � randy for fend catibcfloet sty IwoM tq by GG - '�1 K,>/�• F�t7 f•Q`rilr_ 2 AV circuits rtquh*praetd wk. cpr.an3 r,>„to ra.b .ba,rwat wneL 7f� 1 PGT /PAN P.Ac'.j�:. ( l install all electrical romptoclet with gl axMoat Ili(laser)down po•Hon. - « b"ndicatos general use UR,provide far ullexknlen of bump.service.(norm 5-t5R) ,7 9 t W"�K C OI J A'T--�' I fG/I /� r r - `NOTE �J `DR ON gL G'r7 W A i L) W� • mv1CK4mCAL NOTES ' �0'-- IG Provide stop vdws on ON s.ppties tekitdwh,~evndpfuud.or htfwes ahead of 40 I �' Li I•K1 k'AGtC _ q e 1 operating over handles or touoetf. A y� IL PON aha"be comwtod b fixtures by comp"m e r#own and valved to allow A t - '7)I'4-N -- � d 1 I dl"ceMecilen of flour• Without wharrepfbn of"Wit mocheR system. t2 wa,er pressure fa lora1 kitchen so"will nal eaae•d_ •opA.RgWne Mr O*4 42 j I�S.T F;�-1• � C�-� 'I N I i�i I 11' ��% - -.--.- o,e r5'ww wont Service N rot}drrd. r� X714 1 - •SPECIAL NOTES (p/evWe only wren mdlcated) - ---- - 4 -3 I` ��� �f- q c.� 'C'I'1►��4_r 17�; � � ■ _ 13 Electrical ckaill *It*shows k ncammended IVY*Pil~marr,faduref and k I.N 4 epulpmenl load. r _ 14 Provide Isolated ground and dedicotod cbculi run N"Imerupted to mall elect�fcsl �fG a �+ r- ,jS' ..'" ON Hubbell nal lG 5262 roceptecb. 4 ( t-1 EG (I�'J�t �'!•L la Prwift A*With thernw-over load pretae%* and cut Off swHck 4� - '� t6 Ne shuts trill brooks owhrnad by COW44 Wv& from shmW hoed fie - J extinguishing system. 1z waw connection shorn Is supply from bull" fire Mrklkbr sysrrn � - i n Tin P r it. KEG to manitdd to conv+wn crareeetion rets" for asgte POW book tap ler 4C. 7 la Provide e!ernle operated goo edM►Md vdva aetivofed by esrltra o4euM from Q I ^ C 0�/I '2A "-• k r "howl hood fhe est*9,A*llhg tyttettn. 4/ � rj'r!*',7 IJE l0''�CaP _ 2a P.wide path"bockfbw prewmer en cow waver apply b-'w rpbd etµllpmem and ate yo I �rvo _arT' _ 21. Provide in Ww CW-HW mlxbp wive b rednnN HW rempsatwe to a matMturh al G 2 r /e.� r ' •..� t20'F at the faucet 51 �. ,1L.tft1:, , G:.t rrWl--�i '.F�:11 1 a � . �lv! -� '[.c T"---'�---- -_._. _ � �Z �G'i �t•-Dl iV�7 �?C �Tk./11�1�i r�{'� �rY�-F I I���'i t-'O L r w__, rr.��. _ �O% 13 �� \ ' f Tj __/1C'l�i, V• vl�f�CN��Ft';� I�S:`� ^G PI ;/4't �j,4„ NC,tE j� 1Z0 ��'� ='F=�1. I/ �1fT✓`S 1 1•� '-►r,t , unLITY coNNEcr N LEat►tD.. ` }��,y ., AL1. ROUGH IN AND FINAL CION NXTtONS 13Y INNER CONTRAam � j - F CCA DEFWTION r.KPLANATION - — Iaorwr+AFF as inelepta b awn Ltr �f'A �1J►:L'U11' — f �'c ; "l/ls5 80 PUC. C� :v.A or r b an equpmsM. S tDr �f AI LL '�Ufil��'•� �GO�-1JE1= c'�t U�lt-S�-%► E SC sbctriool sup,*condult V tVn=Mbit a wall to.A AFF a GF'FfJ '~ Ill III branch to A r tecopfuab — r smat" T X. Sh1Al�.�1-lt�.i-'_�•`- � • a ;� / 1 L freg SR r•-pbLf+ ::.LIU obis reeeptoon ' i-pW as'AIMA�F witid►wted. r_ T 1�, `C� ARc.�1 F(-AN Rff A(.AT 10N -- DR dWbx .rreprocls run conddt In wall prorlule — r-- IST.-`I reoepteaM AFF w ktdkAd (O v volts ( I �j . IAF' �Q1L G'QwN 1-btf)I' ~� Kw kilowatts - - 1 rs HP nrsoyeehr (o$ 1 �1tar,' CI`�r7 BP ooNres 44 I 1�INS �{� ,� � � � X r�,r,.e �ht�riNca ur;urlE'� "INe �P�hl' * rFFUSE Xt`�II(`1C7 UT1U'rIE�> (�, mi \, 1 PI plrg m csneecfio.t V ,: with card and ca0.p►avwe _ - - r -� rD►f moodicated. _ (e(o I '! +�lsT' Et Ki i:.IAS�jI y �EI�•IFY Et�raE �k1�aT. L TIuTtE:� N r/ - 1, Nrauh beaker panel -- -- - r �'► c.�:��= �t>r �-�GT-,,E P; c:ON►�E�. PP-0vIV+E U 13 H �L�vi IG I T ->tit�11' r�/1 N L- Y� 2 T'�1� W wean.tight cemection o (j? I �i�t�tr`i(j:•*{EFC '-_OBr� ��-', �- r .+ w cold Wolof • j"- Wpe "- F1 nub AFF oa indlpted. - !' TG+� .�`�' t'•-`� f :�� I ✓j%�... P... HW ►wf wmer i4o.�`T".. • (OS ' `u ;JLEf4N I-�1`7N TAE«•� NE'•tJ 1=�.� .. iW, !� °' (o°I 1 �STL`�C� H��IiCC. �tt0; �ll�iE'�. l?�C F, -7Pi j, 4L - �+� 414!' F' t FXISTiN(� ylTll�il�`a e i r f ration fine t run Alpe in WN"W4 art wall faa J• -- i AFF as Indicated. C> b s/som d i r:fhb �;,Nl✓( SR noon ratan •� �--- 1 �•� IW WI-eci wafts --- 0 -� ( I I f PIN'.4 Sr IJ'- T' _ - `1�� i' h, , "r-M I�fY�r. Q { A FD flaw dram r of drain h flet as kdkated- • FNLD funnel dram #{ { ��a half or full 72 NA(I �;,hry LF: _ HI1� hub dram `v�'+ aMrksof an FS WRs flush with fkpa. I '1 K. ' rs floor oink (mm.6%6%fr.) 73 G'R16,K.itvL� (J(IIJTI�Iiv ,'K L )•�:.T UNli Sw spratkief sys,sm see nenrwl -tA I 1.�yeCGyEN ',7r_XCUT- C-0 >x>'L3Drl� '' � aIE i~EuyE Ek1'�tlNb UTILItiE`� —+ _ �j GC cormc or f'1 UVFc:1:C�N EVEN � xiTt)P Via) tK►',� �?(I=jf1NCa (�rrUTltxj K eaMranr 7Gj j I 1 t LI N I" lit __ —_ __ ___ ► AFF elrao Ikdslled low J��N �.xy ' U en• yK C 7� - - - - - 7776 rtOT'f' 'f.'r 3jf F'EUcE iXtr'Tlli uTILaj7E5 j' ea vi- ..'r`.', t 79 F_)QS iN(j FA�Lj>_ EXy'TIN(� (;TIUTF-_, �,W'M'f69-ALL iTEM BO l _ Df>iA,w(n+a k=�Y•M el I Fl E �XTI RI��f.a I�t�I N�� 51 7 G Lg 15, i G (_, 19 (i m nURSHOM Nt/M�wr rLmo ofe1.Y) - V Q�_____._---- aoutf�►weHr 1Te�tfvl,�etft, l� .32 ! PEEP, "�lfJr.. _— _ k lh (Z In/Z Myve E.Xt9jTtNC7 UTluTItS �41*FPNIIreNt'UFSF,0 Q �fe,orr.a Itifn nf►xnfrTlo+r. _ �"{ �+�' t-� i�liltkglNT OlilYltlQ Te.uLt(1won1*tyfpf)f) 83 l x .���. AGK -- — _ --- I 11' P011l!o►wt a lfllMs ILINM C%MER for 84 4 W�r F'DO P I l.:(_:l.iS *Ci i°b [ X l�y�rN�7 �( (" I�a.r.►I DWM"Too Daft• trek'is+l me claw R � � CGN�/E7GTt(�(�l GV�r Ire --- - Ily/ 4 7 NOTA 19 �r�'r000 gT�4r'N�. �1� ~r 1bI,OR OYaRlf'M+ dV'f.l!"..►'tr({fIQV,ilujdD,M'�*MK PaTlw.,F**4L"A•0"K#W/oam+0' $ 2 ,x. M1�, �<i Ulr'1\IE-.1.7T" IIGi; 1 � T�'F; KCITE 9 Pf?.uN V_rX� '14ALL M+.n•f+, -LEvt1c(a,auaY)wtwfe. -- 'p.�pe,��e.�}--- autfltlAdt etRrMvft.adfa A�1ltwtety h+owrdv �� L_t!r1t 1 w Tllw Ter wnRf'fi'dcRyNurrll'�Rn+Ii$my, Wut��T OLITLANO Y'fRfl FOUR$WMob lww�•°r GdAMLfeGR (NPtCATOP �--•MtNdL W f101L ito4mj rt}p vo" PN$K's AmA Mf>' h r y� elf: MTT7Mw+'t sttcwl/+aa,4Htllr oalt'<lnttf erwl.s /la.ii: (I,tt'IN'p�v/IpfN)yNTNplpgiPs ghtlwr+.7tl++tpf1 p1lJtelU►ens RAC^.sties OUT1.1141%TD♦aXt (LOW%"w0m)Itl'NWIM pb'�'iMN R ,'61f!punnets Th et�a•a(ld+stN rq fa I l0^1eRL)W sfW"./b*rA*m•soca OWN W L N Ez�K!`i.?1 DCNht lt. 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A^,•a N 3�"_ I ,, �,4 A. -- �t`�TA+r,,� • -� -o Nrs N FS PJr- ltc_T NOTES �NNEGTIOfJ `ICTES AND LE-63E-NP ON PWWO ACSI APFLN TO ALL P7-VuGS IN KITCHEN �3ERV(NG -3F-7, 5EE Arr1 HITec-r IRAL. DG'w-is, �t4 70 T'-A L F'�,-o, PETPIC_�• �EKILLQ �Otflalca Q�+Iid .t'�44sCtlGd A24 FOOD FApLMU CONSULTANTS P1 111 113 LAKE O6Vf61,IRE0N 97134 636-5219Jflt L"W I)1)PFIoM WG/F'HASIF 49 OF 66 « I IF 'PHIS DOCIMIN`I' IS LESS -Itl'Ilfpill jl III III III '1 I III III III !II 1JI T1Tl Irl Ill Ijf 111 II111IIIIII III Tj1 •fjl III III III III III 111 11 I III III III 1 1 lil'!II III 11111 !II iI1I111 Il III 1 l!' �r LEGIBLE THAN THIS NOTATION, I-- -- 1 I I I I _I-,�! � —� �4f-- � I .-_.I 51- -I- I--� �- - I.7 � I I � I � � ��I 11 I �� APRIL r_.L� 1994 I IT IS DUE 'PO THE QUALITY Oh' o No 36 THE ORIGINAL DOCUMENT. Z t3IG Gz 9r I. >dz r,z z tz oz 13t tat Lt t 9i rjt t Zt ttIt ti 8 L I 8 I 9 1 6 L I t„m� j IIII IIII�IIII IIIIIIIII Ilijlllll IIII IIII IIIIIIIII IIIIIIIII 1111 IIII IIIIIIIII Ili IIII IIII IIII illi IIIIIIIIIIIIII Ilm�IIII IIIIIIIII 11 1111111111 Illlilllllllll IIIIIIIIII IIII IIII Illlllll(ll1111II1Ili 11�U11 Ul IllJ1 I lltlllll IIIIIw111 90 80 70 60 50 40 30 20 J L E G E N D UH UNIT HEATER ORD OVERFLOW ROOF DRAIN I N D E X LPS--- I_P5 LOW -`E15r-URE STEAM 5UPPL'r- PRV PRE55URE REDUCING VALVE - FLEXIBLE EQUIPMENT CONNECTION EXH EXHAUST OFN OVERFLOW NOZZLE -LPR- - LPR LOW PRESSURE CONDENSATE RETURN � RV PRESSURE RELIEF VALVE OSA OUTSIDE AIR VTR VENT THROUGH ROOF MLI LEGEND, INDEX AND SCHEDULE FLED FLD SF SUPPLY FAN CIP ^AST IRON PIPE HWS- - HW5 HEATING WATER SUPPLY FUSIBLE LINK DAMPER M2.1 FLOOR PLAN HVAG -♦ WH ?RAP PRIMER VALVE DOUBLE L'NE, SINGLE LINE RF RETURN FAN CSP CONCRETE SEWER PIPE --HWR-- HWR HEATING WATER RETURN .� IUH WH WALL HYDRANT EL ELEV'ATIO'N M2.2 AARTiAL PLAN AND DETAILS HJAG RL RL REFRIGERANT LIQUID B EF EXHAUST FAN TYP TYPICAL ro2.3 MECHANICAL ROOM H'✓AC Gy DV NOSE END DRAIN VALVE BUTTERFLY VOLUME DAMPER RS -- R5 REFRIGERANT SUCTION D0115LE LINE, SINGLE LINE REF ROOF EXHAUST FAN -- . MIN MINIMUM HB HB HOSE 5155 ASU AIR SUPPLE" UNIT M9.1 MECHANICAL ROOM AND DETAILS HVAC 1 i --- GC --- CD CONDENSATE DRAIN � NEW FIXTURE/ITEM CONT CONTINUATION AGGU AIR COOLED C.CNDENSiNG UNIT T --_� A✓ Av AIR VENT DWG DRAWING MS.2 CONTROLS AND DE AILS i-4vAG W SANITARY SOIL OR WASTE ABOVE FLOOR EXISTING FIXTURE/ITEM IN RELOCATED LOCATION CC GOO ItJG COIL WHA WATER H,4MMER ARRESTOR FF FINISHED FLOOR P1.2 SITE PLAN AND DETAILS PLUMF�ING -W W SANITARY SOIL OR WASTE BELOW FLUOROTR STRAINER WITH HC�Si- END DRAIN VALVE EXISTING FIXTURE/ITEM TO REMAIN HTU HEAT'TRAN� DN W/ER UNIT D � WITH P2I FLOOR PL �N PLUMBING. z SD SD STORM DRAIN ABOVE FLOOR W r -r REMOVE EXISTING FIXTURE/ITEM - �` SD SD STORM DRAIN BELOW GRADE CR FLOOR -�I�---�I-- UNION FLANGE L �T) ROOM THERMOSTAT OR SENSOR Itl SQUARE FEET z m � ca OSG- OSD OVERFLOW STORM DRAIN ABOVE FLOOR REMOVE EXISTING FIXTURE/ITEM t RELOCATE AUD AUTOMATIC DAMPER P2.2 PARTIAL PLANS AND DETAILS PLUMBIN�s v ---IC E-- GPRV GAS PRESSURE REDUCING VALVE _J �(R W.G. WATER COLUMN N EAD EXHAUST AIR DAMPER RI4C ROUGH-IN AND CONNECT Q ---- -- V VENT (SANITARY' PIPE REDUCER - - CW COLD WATER __� OAD OUTSIDE AIR DAMPER N.I.M. NOT IN MECHANICAL - PRESSURE GAGE WITH GAGE COCK EXISTING (LIGHT, THIN) SPECIFIED UNDER ANOTHER DIV'SION ---�=--�-- PCESCW PROS COLA WATERl THERMO"1ETER RAD RETURN AIR CAMPER - - HW HOT E5ER fff ti REMOVE OR ABANDON EXISTING DDGU DIRECT DIGITAL CONTROL UNIT �fd� EQUIPMENT NUMBER (FOOD SERVICE) T IMMERSION THERMU5TATSEE KITCHEN DRAWINGS --- RNW RETURN HOT WATER NEW (DARK, HEAVY) TOAD TEMPERATURE CONTROL AIR COMPRESSOR � -- G G NATURAL �:sAS (LOW PRESSURE) .- - PITCHED DOWNWC WATER CLOSET � ACCESS DOOR 2 SOV SHUT-OFF VALVE (TYPE AS SPECIFIED) -- -- P' T PRESSURE TEMPERATURE TAP 32X14 RECTANGULAR DUCT SIZE, INCHES LJ URINAL C CONNECT GV GATE VALVE L LAVATORY (DE EXISTING _-_T_� DIRECTION OF FLOW � ROUND DUCT DIAMETER, INCHES L(-GATE(D) BELOW LOCR (� G5 CEILING SUPPLY DIFFUSER 5 SINK ---u.�---- GLv GLOBE VALVE ..� � VALVE IN RISER C LOCATE(D) BELOW GRADE MS MOP SINK W --i��r--- By BALL VALVE GAP OR PLUG GR CEILING RETURN GRILLE US UTILITY OINK O LOCATE(D) IN JOIST SPACE GG GAS COCKCTG CLEANOUT ?O GRADE CE CEILING EXHAUST GRILLE f� CAP OR PLUG W 1 WF WASH FOUNTAIN N NEW Z --i�r--- CKV CHECK VALVE FCC FLOOR CLEANOUT H5 HIGH SUPPLY GRILLE WTv WATER TEMPERING VA!_vE ® RELOCATE(D) EXISTING --I�IJ-- BWv BACKWATER 'VALVE ��,.r�) WGO WALL CLEANOUT HR NIGH RETURN GRILLE DF DRINKING FOUNTAIN ® SLEEVE _ y AIR FLOW DIRECTION HE HIGH EXHAUST GRILLE CP CIRCULATING PUMP (HOT WATER) SLEEVE, ACOUSTICAL -- --- BAL BALANCING FITTING LR LOW RETURN GRILLE T GREASE TRAP OSA \(L o _ ®P SLEEVE, PIPE SLEEVE r SUPPLY OR OSA DUCT SECTION FR FLOOR RETURN GRILLE RPBP REDCEDRERE UPRESSURE BACKFLOW PRE'✓ENTER --- nn--- PCV FLOW CONTROL VALVE ®® ROUND, RECTANGULArz OS SLEEVE, WATERTIGHT RT RECTANGULAR TAP CB CATCH BASIN 3 MV TWO-WAY MOTORIZED VAL'✓E RETURN EXHAUST DUCT SECTION �1 r ROUND, RECTANGULAR TU TERMINAL UNIT FS FLOOR OINK Q LOCATED) IN WALL SPACE I T� - !'T! Mf' THREE-WAY MOTORIZED VALVE ATD AIR TRANSFER DUCT FD FLOOR DRAIN REMOVE EXISTING F, , T INTERNALLY INSULATED DUG? DOUBLE LINE, SINGLE LINE OAC OPEN ABOVE CEILING RD ROOF DRAIN \ U C r\w v AIR SUPPLY UNIT SCHEDULE M WATERHEATING COIL SCHEDULE - SUPPLY FAN (SF) RETURN FAN (RF) COOLING COIL (CC) HEATING COIL (HG) AIR FILTERS(F)(5)MIX. BOX DAMPER CFM (MB) 6 u ~ CASING WHEELS DISCH WHEELS GLGIAIRAP HTG Alzp- H Ot�P BASIS OF MIN. ML,X. �- U UNI` SERviCE LOCATION `SRR GFT1 SP - HP CFM SP - CFM EAT LAT FV QPM CFM RAD EAD REMARKS HEATING COIL DATA L_; REMARKS TYPE. SIZE DIA NO.TY ��IRPM DIA N TYPE DISGH NPI GFM EDB EWBLDB LWt3 Fv I'i NIN.WG IN.WGND. DESIGN OAD OAD NUMBER FARE? CFM MBH GPM LAT AIR,P lO 3 ASU-1 COMMONS MECH 202 1 P3@ 11,400 21% 22 1 AP RAD 101 I@ 110@ v/2 22 1 F- BH 54 11ia 11,4@@ 11 63 53.4 52. 5@0135 @b 11,4@® 55 93 500 23.4468@2 30 {14@0l 0/30-4 1335 I0,065 41000 ll,@@@ I, WHC-I 152_0 ro 5 33 94.6 0.15 --- --- I --- - -- - -- 1 - ---�- -- - - - - O PARR- - - ---_----------- ----__._...�_-- - - WHC-2 - - -150 4.2 -@.21 80.1 @.15 A5U-2�� ATTENDANCE MECH 201 2 P14 2'16@ 21/2 13 V2 1 Bl RAD 11 3 246@ 3/4 12 1 PC BH 14 34 216@ 11 62.2 52.1 51,1 400 84 0.5 2160 55 85 400 4.5 89 @2 4.@ 2160 30/30-4 3@@ 246@ 246@ 2d6@ --_ _ _. - _-_-_T_____ -V -- - -- _ -- - - _ - - 7 PARR- a 4 WHC-3 - 31_@ 11.5 @.51 83.1 @.15 - --- -0 -- 1125 5 4,125 11/4 16 1 I FG BH Il 2 5@9a 16. 615 52. 51.5 500145 @.6 5,@g@ 55 83.5500 7B 156 @.2 30 5@9@ 3@/3@-4' 365 4125 4125 4125 �..-__ ----__-- ___._-___ D ------ ASU-3 ADMINISTRATION MEGH 201 2 P2@ '5,090 3 20 I AP RADj _ -__ . -- - WHC-4 125 - 218_ L@8 82.8 @.15 - -� -__ PARR L F WHC-5 150 4.0 _0.2 8@.@ 0.15 ASU-41 BAND MECH 201 3 P18 3245 21�a IS 1 AF RAD 162 3 281@ I 12 I FC BH 853 Ilia 3245 "17,21(o25 53 52.0 400 99 0.5 - - - - - - 6fo __- - 3245 3@/30-4 315 281@ 281@ 281@ - _-- - - - - N C C - U FARR WHC-6T 330 25.4 -1 13 - 126.2 @.15 ASU-51 KITCHEN MECH 2@2 6 AI?9 3©3@ 2 12 I FG TH 1111 3 - - - - - - - 3030 19 64.5 55 54 500 95 @.5 3,@30 55 9011500 5.1 112 4.0 3@3@ 3@//30-4' 81@ 222@ 222@ 222@ _ -- - M L NOTA= _ 6 KITCHEN HOOD GAS FURNACE J) BASED ON 20OF ENTERING WATER, I6@F LEAVING WATER AND ASU-6 MAKEUP MECH 202 4 - 19@0 1 1@ 1 PG TH 128 Ilia - - - - - - - - _ - - ' - - - - 1,9@@ 1@ 55 93 MBH OUTPUT - 190@ REZNOR -- FARR 55F ENTERING AIR (1 _ T'r_FE (o � ASU-1A TECH SHOP DRAFT G51 5 All 22@@ Ili4 11 1 FC BH 105 11/2 1- - - - - - - 12200 6 63.2 55 54 500 605 @•5 2,2@@ 6@ 85 1500 5 6m 0.1 - 22@@ 30//30-4' 450 - 115@ 3 DRAFT G51 - --- - - - - - - - - - - - - - - 4325 111.4 63.2 55 54 - 118.8 - - - _ - - - _ CARRIER 9@@ - 3425 - w ASU-1B TECH SHOP 0 5AS15 OF DESIGN: PACE SEE SPEC. SECTION 15850.1 TYPE I. U BASIS OF DESIGN: REZNCR, SEE SPEC. SECTION 15850.1, TYPE 2. C,1 n EXISTING CARRIER UNIT MODEL 40RR012 REMOVE EYISTING STEAM COIL. + INSTALL NEW GC AND ? SETS CLEAN FILTERS. �/Rf 1-m `, EAD RAD ON ONE SIDE o MIN CAD- _-EAD MIN CAD - -EAD OAC ON OTHER SIDE 7 MAX OAO- MAX OAD- E- EO, TYPES: BH=BOTTOM HORZONT.AL, RAD=RAD IAL, TH. TOP HORIZONTAL. u =--RAD / 5 O AIR FILTER MAXIMUM PRESSURE DROP IS 0.2-INCHE5 CLEAN AND C.1-INCHES DIRTY. F F - P P D F / 9P D F /^� I AU I H x C6� SIZE DAMPERS ON 1200 FPM MAXIMUM. E H F I tB MIN OAD - E G H L f E G L RF T S N '/ T G O ' N O G MAX CAD T MB M8 N T MD E gF F^ (1�BA5ED ON 20@F ENTERING WATER TEMPERATURE AND 16@F LEAVING WATER TEMPERATURE. U I u o G _ ✓ U o E -- V R G R SEE DETAIL. 18/1-12.2 M L M L R � M L 5 % S 1- \ / L � Q MISC EOUIP SCHEDULE INCREASE WIDTH TO ALLOW CC AND FILTER VELOCITY TO BE 500 FPM MAXIMUM. eF SF --RAD 9F -RAD MIX Box �, -..7 (I )EXPECT AIR SUPPLY UNIT COOLING COIL LOADS DOWN TO 25% c.,,* THE MAXIMUM COIL. 00 r J ITEM DESCRIPTION CAPACITY. MATCH CONDENSING UNIT WITH COIL, PROVIDE COIL SPLITS (ROW OR INTERTWINED), T�PE 1 YF 2 T-Y� 3 Y�f TYPE IF REQUIRED TO ASSURE FROPER REFRIGERATION S't'STEM OPERATION AT DESIGN LOAD AND TO OF MAXIMUM. COORDINATE COIL SPLIT CONTROL WITH CONTROL CONTRACTOR. U C4 W DOWN 25 ASU ARRANGEMENT TYPES HC--i TO HEAT 2115 CFM FROM 60F TO 85F HEATING COIL WITH STEAM ',T 2 PSL No ScaLE � z, o U 15@ PPM Max FACE VELOCITY, 035 o P. VIBRATION ISOLATION SCHED o - - ---- PLUMBING FIXTURE SCHEDULE HC_2 TO HEAT 2210 CPM FROM 60F TO 90F HE.�TING COIL WITH STEAM AT . PSI, ITEM APPROx. TYPE MIN.DEFLEC7 ISOLATOR 150 FPM MAX PAGE VELOCITY, 0,35' P. CODE ROUGH-IN SIZES (INCHES) RPM(D ISOLATOR (INCHES) LOCATION (211 ter+ Q NO. FIXTURE W V TRAP CW H'W REMARKS/DESCRIPTION ASL!-1 SF 1010 BItSRI _ 1-1/2' INTERNAL EXHAUST PAN SCHEDULE O TERMINAL UNIT � x FLOOR MTD, 3-INCH J "-' 0- 4 1 U UH-I AND UH-2 300 CFM, t�5F EAT, 10 MBH, 0t GPM, WC-I WATER CLOSET 4 2 INT. I-I/4 - ASU-1 RF 54@_ BItSRI ?__ _ INTERNAL_- UN'r !MOTOR BAS15 OF j 6 W 6 UNIT HEATER 0.5 Ha @ ��P FT. ND. 1/25 HP. LIFT 5EAT ASU-2 SP 2110 - BItSRI 1' INTERNAL_ SCHEDULE UNIT LOCATION SERVICE CPM SP RPM HP TYPE DESIGN REMARKS �+ � O z BASIS OF DESIGN: TRANE 20-W2 _ OVAL COUNTERTOP ASU- ASU2 IF ('125 BItSRI 1 140 B145RI '2' INTERNAL INTERNAL UNIT MIN. INLET EF-1 MECH 203 CUSTODIAN - 200 3/8 1050 I/6 CAOBINETr_ARNE5 VCDB-@3@ I Q Q E-y L-I LAVATORY 1-1/2 1-1/4 1-1/4 I/2 1/2 ! _ -- --_.__- EF-2 ROOF ASU-2 t ASU-4 615 1615 I/4 ROOF CARNES vEBK-08 HTU-I 5@ GPM, 16,�F ENTERING, 20@F LEAVING, ASU-3 RF 690 BItSRI I/2' INTERNAL NUMBER CFM DIAPNCHES) --- - -- - -�-- ---- - - Z HEAT TRANSFER 5PSIG STEAM, 1000 MBH 1040 LBS/HR, L-2 LAVATORY I-1/2 1-1/4 1-1/4 1/2 1/2 WALL HUNG I?)) _ -- - -.- EF-3 ROOF ASU-3 365 I/4 13@@ I/6 ROOF CARNES VEBK-@6 - 1-'I; E"' UNI ASU-4 SP 1628 5145RI I' INTERNAL TU-201 6@5 __. 140 15 GALLON EXPANSION TANK, 5 FT MAX. _. - _-__ _ __- ---_ -_ __ _.. ____._�. __ __.. -_._. _____- _-__ - -- - _-- _-- _ --- ------- ----- --- ------- EF-4 COMMONS R0,7P KITCHEN HOOD 2113 I-I/2 I400 I-1,'2 RANGE CARNES VU55-18 � w PRESSURE DROP (2) PUMPS 50 GPM, S-I O® ASU-4 RF 853 BI45RI 1/2'_- INTERNAL- TU-202 135 - 80 ___ _ � O 30 FT. UrHr� 1.@ HP . SINK 2 1-1/2 1-1/2 1/2 1/2 -- - - (i) INLINE ADAPTOR. F ' -J ASU-5 1050 BItSRI 1-1/2 INTERNAL_ _TU-203 440 120 BASIS ,�.. DESIGN BtG NTP-2-56 TWO COMFARTMENT ASU-6 1285 BItSRI 1/2' EXTERNAL _TU-204 580_ _ 140 AIR COOLED CONDENSER SCHEDULE 5-2 SINK 2 1-1/2 1-1/2 1/2 1/2 - - - - -- - RPBP-I t 2 3j4-IN"�+ RPBP-I i 2 : MAXIMUM 14 PSI _ _ ASU-1A 1050 G<SR? 1-1/2' EXTERNAL TU-2@5 40@ 120 __- � - REDUCED PRESSURE PRE5edRE DROP AT 15 GPM, - ---- ---- - - - - �- FIBERGLASS, COUNTER --_- 15 -- .-_- - CAPACITY I MIN 21 BASIS of C ESIGN 3) 5-3 SINK 2 1-1/2 1-1/2 1/2 I/2 4'.SU-1B I@@@ CISP;? h1/2 EXTERNA!._ TU-2@6 6@@ 140 ! L BACKFLOW BASIS OF DESIGN: FEBCO 825Y-Bv TOP MOUNTED _ ___ - UNIT NO. SERVICE LOCATION TONS L� KW EER MCQUAY MODEL NC. PRE'✓F_N?ORS WITH AGD ---- ---- -- ---- -_ _ � .__ _____ _� _ - -____-- .. ___ LCGU-1 115@ B2-G 2' EXTERNAL .. TU-3@I 190 80 S-4 SINK 2 I-I/2 I-I/2 I/2 I/2 1-1 ACLU-2 115@ B2-G 2' EXTERNAL_. TU-302 33(d - I@0 AGGU-I ASU-1 NEAR MECH 202 i 29.6 __ 3@.1 9,1 _ .�PL032C GT-1 40 GALLON CAPACITY, 20 GPM FLOW _ -- AGGU-3 115@ B2-G� 2' _ EXTERNAL TU-3@3 51@ 120 ACCO-2 ASU-2 NEAR MECH 201 -1.0 - 181 83 C��B@G - GREA5E TRAP RATE. INSTALL IIS RECESSED CRADLE ACCU-4 1150 132_G 2' EXTERN.31_ TU-3@4 425 120 ACCU-3 - ASU-3 NEAR MECH 201_-, 12.1 - 13.4 9.1 API-013C - - WITH AUTOMATIC DRAW-OFF M5-1 MCP SINK 3 2 3 1/2 1/2 -- --� �- -------- -- i - - r ACCU-4 ASU-4 NEAR MECH 201 8.25 10.1 83 C@I0@G 7 __ - -__ - _ - -.- _-- _-_-_ ACCU-5 1150 02-0 2 EXTERNAL TU-305 X55 120 _-_- -_-._ _ -- _--_.-- _- - _ -_- -- 7 BASIS OF DESIGN: JR SMITH MODEL NO. 832@-GT -- - - - -- --' --� US-1 AGGU-1A 1150 52-G It EXTERNAL TU-306 810� 140 ACCU 5 ASU-5--- NEAR MECH 202 1.9 1@,9 83 C@I000 UiILITY SINK 3 2 3 I/2 1/2 - ----- _-` -- - --GT-I GT-2: 40 GALLON CAPACITY, 20 GPM FLOW ACCU-15 1150 B2-G I' EXTERNAL TU-301 56@ 120 AGGU-14 ASU-1A NEAR DFTG C51 5@ 1b 8�4 G08@G ----- -- - SEE- ---- -_ - - - - GRE.�:SE TRAP RATE. INSTALL ON FLOOR WITH AUTOMATIC �------ ---- - .---_- -- _ - - - ---- --� ___.-_ - --- _ GQAW-OFF. FD-I FLOOR DRAIN D TCAG 1150 B2 I' EXTERNAL_ TU-308 580 120 ACCU-1B ASU-15 NEAR DFTG C51 9.9 12.3 8.3 ALP013C BASIS OF DESIGN: JR SMITH MODEL NO. 8020-GT - -- -_ -- ------ -__- ------ -- - - -___- _ - - - -- -- _--- HTU-1 1150 BItSRI ura 1' EXTERNAL TU-309 640 140 FSI SEE - TU-_JI@ 430 120 U CAPACITY AT 95F ENTERING AIR AT CONDENSER COIL. FLOOR SINK NOT€ 3PRV-1 6-13 CFH NATURAL GAS CAPACITY, 2 PSI DWG 89920021 GAS PRESSURE INLET, ro-INCH W.C. OUTLET. NOTE8: -' O VERIFY RPM OF EQUIPMENT SUPPLIED PRIOR TO FINAL 1� BASED UPON CODE REQUIREMENTS. REGULATING VALVE SELECTION. T-1A BASIS OF DESIGN: FISP-IER 5-20@ SERIES 1�R000H-IN SIZE REFfRs TO MINIMUM SIZE SERVICE. PIPE_ TO RoI:GH IN POINT. �� MAXIMUM STATIC PRESSURE DIFFERENCE � SEE NOTE �0 OF AIR SUPPLI' UN!t SCHEDULE. FIXTURE CONNECTION SIZE AS REGNIIRED DY CODE OR MANUFACTURER 2) INTERNAL ISOLATION FURNISHED BY EQUIPMENT He - INSTALL INSULATION ON -RAP AND HOT WATER SUPPLY PER HANDICAP REQUIREMENIO. MANUFACTURER BETWEEN INLET AND DISCHARGE IS 0.15 INCHES. CP-1 PIPE MOUNTED IN LINE TYPE FOR (D 56 - STAINLESS STEEL. EXTERNAL ISOLATION FURNISHED 51' SPECIFIED VIBRATION 1 • 1 CIRCULATING DOMESTIC HOT WATER RETURN SYSTEM. n CT - COUNTERTOP TYPE SINK PUMP 10 GPM AT 40 FT. HD, 3/4 HP, 120 v, ISOLATION SUPPLIER 1 PHASE. J) SR-1 INSTALLED EXTERNAL TO UNIT. BASIS OF DESIGN: 54G SERIES 6@-16 -------- 10 �9/2l/91 J 80 70 60 50 40 3n OF bb IF THIS DOCUMENT IS LESS T�I Ilr'I;I III III III III 'III III III III III `1T r�l �� fjl fjT Ipr ( I III III III r �I III III I I III III III III rll III 111 I VIII I'I�IIIII III I�1 IIIII�I ill III VIII I - 1 _I�I 1 I I `'' I 13 �4 __I ^ I _ I _� T g I 11� I I S l0l 1i APRIL 23 1994 ITCISLDUE EETO THE QUALITY UALITYOOF' a•� -- --- � ----� - -�- No 34 Q THE ORIGINAL DOCUMENT. � � I �L 8 Z LIQ-81Z-9 Z YIZ E�Z�P. LIL I O Z I s?T B�I -L� !Tr I�I SIT -ETI l l� Z T 11 T �8e9iii ►►��I ,��l►�►11 �►�,I►Il, �iiI►III►►►I�► ���►I1u� ►�i►I��►► �►►���►�I►��►llllllll1llll11illlilllll�u u111r Ills I Ililllu iullill (IIIINII I11Q i'0 4Q 40 30 20 10 0 PRI . I I N a w 'W Z Z W h � J r N Z O Ul U I I I I II ��...�__.. JF�- o ? `/ / L PR TO E�6' LPS AND E I \ ! �-CONNED `IN 4' LPS tQN 2' ? (�96? I 2' LPR ( TUNNEL 14V �h;�I 8X8-4 } 12X22ANCHOR .. rf a a 22x6 2 R I 4' LPS - ---- _- VAULT Ln J\ r- _ I h Imxl!rJ - - - � ---t , MAIL I I @ 8X6 15 1 6x12 140 T I 0X1 2 Z B Tu-3md i 8xb 15 C) 22xi-2 ) o 30 I0XIO-4 ( L45 6 810- I B _J 8X6 N - ,.—4�.5 8x8-4 axe-4 ;-� Bx6 O F 25 I - �� X 6x6 l_ a `• 309 CE-2= ^ 0 I) I rc -, 32x18 24 P--- -�- 8X8-4 15 i B.'8-4 ! m 1U 9�1 301, x._22, 8X14 304 T> PSYB-41 r. . � 640 Bl �, X190 . fSd: �S �� P i 18X18 JEC. T - (T) I'lXlm 555 TU 30�- B ti 22X.. !0X8 B IOXB B � x21 `� 8X6 22X10 5b0 I W [ �_ .2Xh 12x8 i T55 :� C� 3 0 8X$ 10X10 IOXIO-4 8 8-3 301 8X8-1 22X22 4 1 ri 560 1@5 i cv`-24X16 5� 2]2�x�22 i t r 10x8 / I0x8 .+ � 30x18 � J� LSI 8X6 -'-22X22 8X8-I r' x ATD / 22x22 TU-31 *JW TRANSITION - 11 g T- FLD r 0 J 430 FLD - QLD' 22x8 I E' 22X22 �- TO EF-2 INLET I `l 22x14 FLD FLD FLD I'-Q 305 i t ` _ = ..._ r--•- ._ ___. .___ _ Y - --� �� FLCj FLD 2 4 � L� � U Cv /� -- - -- t) FL 8x8 (p X8 R \ A -- B `FLD - -t �- -- �- - _ ��-� c03 ' -22x14 T � __1 A V6 1� s@ 0 -- J @ -4 5 12X10- 8X>b-I;4q �>� of ® ` _ i ua 22X22`_.K B 22x22 5j 1 125 '� 8X8 I w `�- 4'125 X V 1 I 14x8 (� °o 8x8- ,2 T T B B CE. ` -�- a , Izx8 _ x22 COURT 22X22 7 52x18 FLD if 30 t 12xa 1$? S?� TYP-4 OAC 9 9 30� r 308 10x8 ; i n 8X8-4 - -__ C 22X22 8X6 IOXB I � 31&' S7�VR 6X6 « STO B B >< �2 IO�X1O-4 - H B CE-1 / I 10X10-4 --- �r- ENSE ImxIO-4 I ` FLD X 8X8__ 1'1-!2r1mx12 A T) I ES Im.�B 41 B TYP 2 `1�0�XI0-4� _ i� L ?$ S n B 0 g 22X22 :8x6 L_ �� CURT F ��__ rokl$ - ; c�URT _ �i� _ x C`2 B 8X8 4� B15 ' ( ,aTQ / r I �A9U-I 13 8E81 l 22x22 B 8x6 B / I _._ /► 22xf2 1 .GO SENSOR \_-J1'/2' HW9 52X12 - F /"1 I 2 OOF 8r.8 __ WHG-2 I I I6 X8 - 16X1© HWR 32X18 - 0 2md r��.. 1 �____ _._-___._ L_ ---_ _-_- __-' Ir__J IiX - � I TO WHG 3 (TO �.__..�. 1 8x8- . _ -_ - 11 _ l 8X8 B cLrJ7 _ i I 14 �� WHG-4 6X6 } I 1 1 IM T i I ' TO203 y 6x8 _ 6X82 I 12X12-1 ----� - - N B ( I T' I I I I I I a +���--+--- L--_ --- -1©X30 B -1 49F GE-2.� ©AGI 50X{2 1 I I l 71 4 8)C8�? I F-1 8x8 B FLD - Jig' I! I 10-4 12X12-4 30X18 �4 T (LET 206 (� W1 rG-6 _M. I WHC-5 WHG- ��i'+r r- B - 12X2-_ ImX12 - E3 g I®X12 _,, I 36X6 � F PREP `-J ,0x18 -xa �. - - TYP OF IS I EXPANs10N-� I i 4 - �1 FLD _ P. ACT 10l I X 1� LR X SCS- i Bx6 _ 2Z 600 - �. LOOP 1 8X8 l `22 22 ..r --- ----- - �' - 40X18 TU-204 _.: ---- - o HE-I I j� OAC 580 1090 2X12 __. ..._-.-._ __ 12x1= C .12x8 Hxb 0 -8X8-1 2 I o , TU-205 hx BATD F Ir B/ - D �]� 2 I (� I I I I 22X22 / 12X8 a 24X24 24X24 I 702 �� 400 I -'-`-� ►---� -� .� _- - _ _ -o IG 1 LR HR-1 1( ' �. s� TU- 44 l 30 ONS FLD __._.--- lu 135 CiOMM STO•I _._ axe __r HLT �Bx -_- } N -p I I E T Y I I ENT i �{ W 10X10 CE-I ® B 8x8 �-r-- ____ g AT IOXI. 15 205 8X8-2 - IN 8X8-2 { -,- y B TU 201 6X6 - �- 1©x10 1 - 22X22 22X22 ? �_-.____ _-- -- �� \ I 10XIE-4 34X2©_ 605 � ,.. � i � _.__-- `_.�-_-_ _ CD) - -8X8-3 1 1 _� -�'6 2�— ��� __ -- -- ------ _ O t T0x10-4 14x1© - , �� 22X6 -- I OP T 22X6 -} Imxim201 - ----- ------------------------------------- ------- ---- -- ------------------------ - - - I NWS - -•v -�- HWR _ �r HWR j HWS-- I l _ A O-ZI $ - 8x8 I I r--3-`- B _ - l- ! 12x10 j 6 --- 34X10 {0x8 8 } -_ ; Q ``� RT z' F �.- -r � � /R\ o' (T)�9u-5 /- H.E2N 12� 10x1 23! - ,- 88-2 -a- 'oo7 .� \. i 140® 12 25 X225 I?m0 _2 x 4taX8 0X8 w. I O F I 10X10 3 40X8 40x8 1 y B . ■� J7 B 22x22 I I I H3-1 HS G5213.f 21xIOJ IOXIm-. 10X10-4 I'e - - 2� --� it __&_.._ -_=--� :;d.:' t_� Il. Q �I _ .. I I Il x12 - o c-- 75 18 - _ O ! - 1Q ISX12 ` 18x12 22x.72 a ZIX21-4 20x10 ®r- 200 I I 200 B B r--� CR 2 22x.2 g B r IS 22x22 B B ?OO® HOOD CR-2 5 - .._ -- -------- O CJ BAND I I I 22XIO NIM 6� 120 -12X1© �, - -- I �� �_ , 14x12-'. rr 16X16 CS-2 km 340 B 1 �- -�I 120 510 €-4 ANCHOR GR-2 0 24 I 7 O IOXIO-4250 ti 13 I! CS-212o ON ROOF X �... 14 `J 10X10-4 I'dxl0- I 140(F-:) BI r GS-2 I I ►--r ITI I I\ 240 00 b - a I _ 40(F) k28� --- - --- _— __ — O P1 , 2 26 I)•� I - E- ! 10 ' TNM 36x42 0(FJ I , ! I R 6 6 �---_____ -- -_- q I + �- 36X12 C ` J =a...- I \ ice 15X15-1 C3-3r I C7 41 cc _... `8X8 UP ` ` E" "-4 CONCRETE RETURN IAIR PLENUM, NIM LL � 2 ) 3 4 5 -_ _ - 7 8 �> - (6) {� ^ NC�i��_ 8932 ©21 c3e, FLOOR PLAN 1 1 AV IO CONNECT TO UNDERFLOOR CONCRETE PLENUM. LINE SHAFT WITH DUCTWORK, PLUG IN RETURN GRILLES AND 36X16 RETURN t-12.1 1/8 1'-O' AIR DUCT. V ALL CEILING SUPPLY OUTLETS (®) ARE TYPE CS-1 UNLE59 NOTED OTHERWISE. M2 . I ALL CEILING RETURN OUTLETS ((9) ARE TYPE CR-I UNLESS NOTED OTHERWISE. 05 FOR WHC PIPING SEE 94412.2. 24x16 OAC-1350 CFM. 091'2 1'?11 la Li►� 1111M FO/PH✓aSti= 2 80 7!) 60 50 40 30 20 10 8-0 5 .05 1 OF 66 I � �h 1 1 ( I I I I + I I I I 1 f' 1 1 1 I I 1 1 11 1 1 1 1 1 IF THIS DOCUMENT TS LFSS 1I I i T I I I I I I I I I I(I I III T I I I I I I I II � oLEGIBLE 'PHAN THIS NOTATION, 2 �� 4 I I 1 6 �_ II I I 8 � I Q APRIL 23 1994 1 ______ _ _ � 1 [111 _ I IT IS DUE TO THE QUALITY Or No Je THE ORIGINAL DOCUMENT. g Z 8Z LL 9Z Z 6Z EZ Z iZ Z 9I 9I LT 9I 4I 611 Eli Zil i[ i �6o9TL 9� 4 T L IZirrL•III 1� f�1�{ �� i Ilillllll IIII IIII IIII III1�1Ii1 IIII ILI IIIIIIII IIIIIIIII IIII�IIII IIIIIIIIIIIIIi�llll Illltllll IIII�IIII IIILIIII IIII�IIII IIII�III' IIII�II IIII�IIII IIIIIIIII IIIIIIIII llll�llll Ilillllll 1 lllllllll 111 ll' III' �lll i1i1�111�1111�1iilliLilWl, 3u 70 60 50 40 JO 20 0 ----- —HWS n� 2 t------------- �---- ---� I I I I I _ !--18x18 UP TO RELIEF I EF HOOP - DOUBLE LINE SINGLE LINE DOUBLE LINE ! r-1 _ - SINGLE LINE , 12x12 DN RELIEF iN THROAT I 5 Fly-- COIL C �xi'f 9Om 18x16 18x11 -fi----, . 12x12 i }J r-11x12 DN s _ COIL CONNECTED i ELBOW g B �_ B 12x24 20-3 f} FOR COUNTERFLOW i ,"�-� I / oIN t \ LR-I 115 9� 1 1 �p Av' I k'D LESS THAN 15' GE18 moi,;}.�....�� 18 c18 12x14 t TYP c� / �r z7 L_�I c 1 l �1 110 18x9 I CR-I LR-I -� F7p i ( t -_ 24x16 �� ' -------- 12�-4 18x18 - 120----� � _ r - it-- --F� -6_1 Ileal B B �. AIR \ TYP 6 GE + 7 H FLOW GUI- I \ B -'" -r- 120 -L- ,._ 235 1 ~� - -- - i �+- �0-� B IZv-4 18zi6 1 Oo po :r-, W 15 -30 r 1 1Oo Cs = B TYP 9 8x16 R•W � I&xlb B 8x16 B -18x16 - 8x,1 HC_=i R - 16x14 - 18r.16 42x16 �� RADIUS � � CHEATING COIL TWO WAY MOTORIZED VALVE �Z� U ELBOW MORE THAN 30* 34x16 12v B I 14x'6 a 120 ` B z J C2 2 10° 100 100 4x16 w DOWN DOWN q5U 1p '� APPROK - 12x16 B 13 16x14 B @M2.2) COIL PIPING DIAGRAM i�1 ��� RADIUS 10x10 44x22x54 B NO SCALE ELBOW APPROX -- - -� - PLENUM J� B B 0 RADIUS ELBOW ELEVATION ELEVATION 58x12x48 TY, Z PLENUM g MIN 24x12 100 1Oo 1a0 T; o Z F71 2?? 21 g OAD d5u 'A u - CR-I , 110 20x20 UP I4C -(T! 1 _� tip- 1 IBxI. TO OSA 12o NC-1 ,� / NC 1 �� 1 INTAKE I0x3ra B I4OOD 24x12 1-R I 21x1© FLAN PJ AN B r--- 8x8 x 6 8� IOXIO ')N-- .. g 2 4------- ___1 UP UP 22x21 --------hi}+------ HWR------ ----- ------- QEF- SET � � �� r '' 21x8-- B �@ a� CN U -�-81 -4 1 �- CS 2 B T DOWN DOWN �� -j 15' MAXIMUM- � W FVC ( SpMITER ELBOW W W 15' MAXIMUM-- z W' �� � NORTH SUPPLY QI`ILY $UPPL.Y ON�7 15' MAXIMUM-- 43 TRANSITION FLOOR PLAN - TECH. ED / DRAFTING ROOM - HVAC ` r� W, --M 1 NOTE5, t+ (IJ SPIN-IN FITTING. SIMILAR TO GFC SM-2 DEL. USE AT ALL r � T 3 COIL CONNECTED FOR I + Wi W� BRANCH CONNECTIONS TO MAIN TRUNK DUCTS. ;•J-I COUNTERFLOW COIL •' T C2) HANG UNITS FROM ROOF ,1OI5TS. SPREAD LOAD OVER A r I MINIMUM OF 3 JOISTS PER UNIT. A!R FLOW RADIUS ELBOW BRANCH - RECTANGULAR SUPPLY RECTANGULAR SUPPLI �-{ E1n HC-2 \U LPS-- LPR W WATER HEATNG COIL 3-WAY MOTORIZED VALVE tW, .. W, W 1 1 TURNING RECTANGULAR RETURN RECTANGULAR RETURN VANES, TYP - -- --- --- 1x2' LPR H '" 94 COIL PIPING DIAGRAM " ,� RECTANGULAR - — II4• GD Ir-- I'xi' LPS t I' LPR I x+ x M2.2 NO SCALE - �-� -- REFRIG - I / I ; . .--- _ : I - _ W X A.g X A k I PIPINGS _ 1 _ I� I J LPs 4 �� W X LPR e �- AC-QU 1� 11%' CD �� _ ,r �� iy 1' ' - ------- MITER ELBOW BRANCH �-ROUND �_-__� T- I t0 ASU-"'A `-� I 1 I '' ------j I TUIRNING Wi FROM SUPPLY ROUND SUPPLY Z? �_--__-='===J�� 1 4 VANE =e+, I i L-�-I •- RECTANGULAR I�I C i --C�\ r- -r- -- -- 4 rr l CD �� iT i 1 i -1 _- + W -STOP IL' CD APPROX. b' I ' ! �- I W, W2 -- ' - ABOVE GRADE. COVER 1" I IRT 1 11 DEFLECTOR OPENING WITH SCREEN i�, F E�_ l i .- F - J MITER TEE ROUND'/ I ' 1 ----------- , 1L {_ USE BUTTERFLY VALVE- _ ;_._n_ ROUND RETURN ROUND RETURN i"' I -1,i 'r" FOR PIPING OVER 2' i —�' PRESSURE_ TAP II i' L_-- - �'�Cj NEW I q' LPS - I (LOW PRESSURE) / 1 I LPR TO � ! ' I 2 '�� I - 3 _J ------------------------------{� ----------�r CONICAL TEE r �., AV NORTH 45 PARTIAL FLOOR PLAN - PIPING DEMOLITION PLAN - TECH. ED / DRAFTING ROOM + �I� LATERAL M22 1/8'■ I'-0' M7 2 1/8'■ 1'-0' 5 E� AIR I I NOTE5: QE-�-, 5 w FLOW COI1� 66 DETAIL DUCT FITTINGS O REMO ASU-15STEAM HEATING COIL FROM U REMOVE EXISTING AIR HANDLER AND ASSOCIATED DUCTWORK REINSTALL -- --� CII+� AIR HANDLER AS ASU-1B SEE p M2 2 NO SCALE U INSTALL NEW COOLING COIL C'C-I IN 43 NOTES: EXIST ASU-15. M4s •.� V BALANCING DAMPER REQUIRED FOR EACH LOW PRESSURE SUPPLY, w 1 Q FOROIL GONNECTEDDv RETURN AND EXHAUST BRANCH. 0 REMOVE EXISTING GA5 FIRED FURNACE 4ND ASSOCIATED DUCTWORK. OR GOUNTERFLOW (:2) 32x14 - FIRS? DIMENSION IS THE SIDE SEEN. IN SECTION THE O X FIRST DIMENSION IS THE HORIZONTAL SIDE. 30 REMOVE EXISTING STEAM AND CONDENSATE RETURN PIPING IN O 61NGLE COIL TWO WAY MOTORIZD VALVE (31 RT- RECTANGULAR TAP WAY OF NEW CONSTRUCTION. J © 96 COIL PIPING DIAGRAM z 011., M2.2 NO SCALE �/--STEAM VALVE � � E_ Q L MID 6 I V Z ' LPS MAIN OR EQUIPMENT RETURN I NWS - ---� '"'' �, z a ---------------------1(N-------HOR------------ -------------1 (2' MINIMUM ON MAIN DRIPS) j____----.---_--- --_ F-----____--- O USE e,�LL VALVES �— T ------- HWR --_...-------� E-+ -. FOR PIPING 2-INCH INSULATION(TYP) I AV C7 J T AND SMALLER -PIPING FROM DIRT LEG TO TRA,= i SUPPORT UNIT 3/4' BALL '✓ACNE ►1+ 1 IININSULAtEp. (5' MIN. LENGTH ON � _?_ _ OMIT FLOW CONTROL �j MAIN DRIPS) - -� HEATER FROM WITH HOSE END vAL✓ R Q VALVE FOR PIPING 12'WHERE -� / STRUCTURE ADAPTER �? 3 INCH AND i M POSSIBLE SIZE Or- 9 f ABOVE LARGER -- — r - - � 5 rE AM TRAP INLET ---+, d---- --4 I +#_t HEATING , LCNG 4 &'MIN. DIRTAT IGH POINTHAOFMi3ER -`� COILLEG 1--{]a-- { ---- MAN ---(NOTE 2r-� I I M _ PIPING, SAME SIZE AS 1/2 till I ------�3 MAIN. __-__ __-_ D t� FLOAT ANTHERMOSTATIC I AV 1 � �-�-�� �Ir � 1 TRAP ('FITS � • I/1' BYPASS - i (NOTE 1) — ���I� tRAP ; 7 CO t�------------ - --� COIJNTERFL_OW CONNECTED FOR COIL r--- ------LPR------= -- ------------------- ---- RETURN \ AIR FLOW DV ,8 PIPING DIAGRAM - or-TF_AM 5a DETAIL - MAIN DRIP 48 DETAIL - UNIT HEATER r-a` DETAIL - AIR VENT 89-320024 SINGLE HEATIJaCOIL 3-WAY M00RI2ED VALVE M2.2 HEATING COIL M2.2 NO SCALE -- NO SCALE M2 2 NO SCALE NO SCALE NoTyE. I. SIZED FOR 265 LB/HR, UNLESS SHOWN OTHERWISE g8 IQ HC-1 59 LB/HR 5 PSI IN 2 PSI OUT (2) HC-I 118 LB/HR w 1% P31 2. EQUIP. STRAINERS IN MECHANICAL ROOMS WITH COIL PIPING DIAGRAM M • 2 HC-2 l4 LB/HR 5 PSI IN 2 PSI OUT HC-2 148 LB/HR w 1�2 PSI 3/4' HOSE END DRAIN VALVES. M2.2 NO SG06LE HG-1A 49 LB/HR 5 PSI IN 2 PSI OUT ASU-1A 98 LB/HR w 1/2 P81 SW DLIFWAII F'0/PI-Ila5E �' 8070 60 50 40 30 20 10 09/21/V `,2 OF 66 #T6 LEGIBLE THAN THIS NOTATION, I I 1� 1 1 1 1 1 I �� I- I I I I T I I I I I I 8� I I I �III;�III II' III Illllilll III VIIILI ' IF THIS DOC:UMEN'I' 1S 1,E5S �II I 1 III ISI III I lilll I I III I I Ill lrr,� l 1fl r r rlI r I III I ! ITf� III I I III I I IiI I 1 III I I I I 1 I III 1�1 I 10 I 11 1Z APRIL 2I� 1994 �I I I �._._ a 1_— tT Is uu>� TO THF, QUALITY of ------- -- N „ THC: ORIGINAL. DOCUMENT. � -- til 9 6Z Eti-11 TZ OZ8I ST I LT 9T 4I 6[ fT Zi T � � 8II II1-11-11 II ILII IIIIIIIII (III ILII ILII ILII ILII�111I111111111 IIIIIIIII ILII ILII ILII IIII ILII Illllllll Illilllll ILII Illi IIII�II ILII ILII ILII II!I ILII ILII.IIIIIIIII lllllllll)111llllll llllfllll llllllalll;illlllll(lllllllllJ llil Ilil�lll III Ilii IIIIINII ! , 91' 0 80 70 60 50 40 30 20 10 6 ' - 22x20 24♦ 74 70 M23 - , ' _ 28x28 • 18X8 r / - _� 28X28 22400 tI �`r 1 I 16X28 I� HR-I HR-1 , 12X28 MAX OAD 4 28X28 20X23 18� d �- 8X1 113 '�'~ 12X8 MIN OAD N8-1 FLD 28X16 ' LO 38X36 18• bX21 184 184 I PLO --r -- - -1 F 8i *4� EAD Id I � :. L-_ - J---i \ J 18♦ 1 \\• iO D \�\ , FLD __---- 3'v ON 4 I I ��- -- . , I 7� 3'Y UP TO EXHAUST I I _ `� �� i 0 �. -�...I 180- •Y� I �\ I /< 10X36 22X22 i /� LOUVER, NIM , ,' y A�fe L--- _1--- /� ``` r _ 181 Q A , ' EAD-5A I Ic1\\ - I %. vi -31X33 -� 18X'12 RAP i I'/s'1 �\ i'�- — �. 28X12 i `\ , i B 1 2 DDGUJ 12, 1 w -II FLIv B i 7PLENUM E rr� I 2 0 = 1SX22 " r• - m_._ UM �` r I - A�,� I 12X36 Z - _.. PLO A� - - --- _ ---- - t--- _ __ -- - - - 1♦ 1 / --10x21 - - _ -—____ ------ .--- --�- -- r `---------- r 1 \ �� - _ _ -- _ �.- OE • ,a II _ T I UI-i 2 Ibx24 _ - 21X21 , —_ I II Iv 33X20 �__ ,� 1 p `r EAU-5k3 21X21-� B GPl3Y 1 --- ---� � ' f 5--- r�� 24♦ --- -- vl 4 C)1Jd 1 z MECH -_� ' 28x12 EXHAUST i 36x-1 � LOUVER,NIM I EAD-IB _ __ 4'-8X6'-b' I 24X16 EAD-55 51 I'� ii — — � --- - 22X20 EF__1 ' BELOW M23 3'�D I ; 21 J- . I °��Ll r---, 2 l2 Ki2� SECTION I i`\\ 2 / EAD-!A AOUJ �; -- -B--- IT-- -----� 36X24 M23 . , - 20X69 + ✓' ~- _ 2 1"12 3 1/4'• 1'-0' I I II/4'G ON / 1Q ;` �I �N -1 /� �i / 241* 4 X , � � � I v 2 I r l I I /--\ - 24X36 28X42 --j+ , ,- r�� 28X26 QG CF LE I i I 28x36 OSA ACS ...L 112 f,4� PCW DN µ. PLENUM _ __-__. . .. __--- www�wn��lw�mowl�.r�ann�o-la�wa ++.� i�� �� ---- 2VDN � 69X20 TPV- 2(24X18) �} I- z :10)22 2401 i i` `�/ 1 i 1�,\`✓ I r - --------- ---------- I _ i RPBP-2l—--^ - I I -- q -- __ _ �l OSA LOUVER, \\ /' I --------- _ ___� -_ _ 1 1 I `N\ ,` `_4 _ - I , y,--LPR�4� Hd-I NIM 15'X2' -- , '� I I 36x18 \ - IbX28 I _ 36X12 o� m 20X22- �36XI2 td_ �, � � r 2'-10' WIDE O LOUVER,NIM ISX24 \`.I -�_�- OAD'S PLENUM —LP8 -- --- - ° " - FLD 12 Cn 4' :-�-�/' � I % `%� I � M23 - - LPR- ��,>< RAD i i_ . 2X18 1 - MECH WALL CAP MFC 15X15 W/d 12X36 - 2Joe �C 28X26 , ASU-5, -- --- 20X18 , �`� AN F \ FLD U ' U HTU_1 36X24 .K. SD EAD-5A ` ��-. i;`.i i i\i w °o FLD , •--••-- ---- ��F. E� � FLD 18X8 - FLD 22X12 M23 `;.6x12 r�1 U L <C -, �4 SEC11ON 4� MECHANICAL ROOM PLAN - HVAC * I I ` 4 4 M2.3 1/4'• 1'-0' �2_ 1/4'• I'-0' I Vo �H NOTES; 1Q PROVIDE AN INTERNALLY INSUL/.TED 'CAN' WITH TURN VANES LARGE ENOUGH TO ACCEPT GRILLE AND DUCT. ?Q f/s' RPBP-I FOR KITCHEN EQUIPMENT 4 fi4' RP5P-2 FOR HTU-I. CONNECT AND MOUNT AS REQUIRED. V 15ELLMOUTH FITTING. ® INSTALL SENSOR WELLS IN HWS. SEE 64/MW. �5 SEE 92/M2Z FOR PIPING. w �i M � CQ O 6 z 5 w E" 5 22X20 Q � G OF off - --�__ -- OSA - �.•_. w :1Z oz 24X36 - a .`!w --I -� 2% O Ih w Q 1 I OSA LOUVER, ----------------- ..-__- HWS EAD-IA [� F--HU1S � I&X28 i NIM 15'X1' ' r-r---- r_---- ---� 8X18 �-+ Q --- �-- ---1- -------�-- ------ illilill j+_- --f- 21% '-' _ �-� •/ T �✓ ' - i EAD-IA' i --SIGHT GLASS _ PCWa \�4 - f� F (n --- T ' ` --------='' EXPANSION = i N C. CONNECT TO CW FROM 36X28 1 24X36 _ _ -- �,. 36X12 � rr��-'��II '7 ____ _ I M BACKFLOW 'DRE✓ENTER, ►m+-+ ED ASU_I PRY—SET' AT_PSIG _ I 333 LB/HR SEE M- O U B 20x89 26X28 18x8 _ EX ANSIONJ - �- � � _- i M 66 LB/HR 6 = I -, P VAC Z Q FLD B A6U-I -TAN N LPS = IbXI!! - _ G BREAKER I d E- 44 Fl. T 21/2 FLD L ---- ---------- _ Z - CONVERTER _ RV-SET 45 PSIG ~ V --- --- - -=--- --------------------- LPR---------- PS _ - - -t, -- -_ T G4 ' I 2'F11IlB/� � b' --- - -- 2, I i . -� - I 2 Hu1R 2v: LPR I 1 _ — HTU 2�� TDV TDV - �� SECTION 5� SEC11ONPUM 1/4'. I'-0' 1"12.3 1/4'. I'-0' F' PUMP _ TO FD (M*1 M9.i MW r CHEMICAL _ _ 7 FEEDER = AIR SEPARATOR Dv illIII, It'll 160'.1 38 PIPING DIAGRAM - HEAT TRANSFER UNIT HTU 89920021 M23 NO SCALE NOTE - D POINT OF CONNECTION TO HTU PACKAGE. M2 , 3 SW DI 1PHAI"1 R.D/PHASE 2' e0 70 60 60 40 30 20 10 OF 66 _ IF TlllF THAN '1NT NOTATION, II III III III III IIS ISI VIII III I�! III I�I lj p 111 111 I�1 I I I�I I�I III f�f �I I�I I�I I III III III I I III IIII�I i I'Illilil'I�I I�I I�I I�I I�I�I�I I�I ,� IF T117S DOCUMENT IS LESS .j � r ,I I � ' L 1 I 2 _ 31 4 I 5I 16 171 ISI 9 ----- 10 —I— --11 —I - .1� APRIL 2,i 1994 IT IS DUE TO THE QUAL7'!'Y OF THE ORIGINAL DOCUMENT. — ._ _ ___..._ -- — - _- — — T r E 'r+ 9Z LZ 8L �Z fZ SIZ Z TZ (1Z 8I 8[ Li 8i 9i bT Ei ZI li 8 8 I I` 9 T 1 iiti �iiihililii�!li�l�illluIlullluii ul�i lIli ulu«lu<<iiu��u�uiu ul��i ii III��«u ilu�liriliilillu 90 80 70 60 50 40 30 20 2 ,) 18' WIDE PLENUM 20x34 _ EXHAUI)T AIR- — � LOUVER, NIM -- r— - ---- ------- ----- - ---- ---- — 26x16 -- I osa PLENUM 16x36 ---- - ---1-- - M1ert\` �\ 2Ox2 0 EAD-4B 16x26 12x2848x12 -- 18X30L171 1 18X30 _ - 16x40 o N.Fnw ✓� ^ EAD-3A 1 AC.CU-4 ACLU-3 1 EAD-4A li A ASU-4 �-� COURT I C -I-y' HWR OSA LOUVER, NIM 24x16--- 10x30--- 36x3«,.._ 316D UP Ii2'CW DN I'''' HWS 10 x3'\ / ` TO !'�-1 36x16 A --. 16x26 10x30 28X12 + ` � � \ 1260 - -TPV _ _-- _--- --- W In W B � r ` ii<fit�0iiiiii.iii"iffiliii►iiriiiiiY.• -.._. Z 38 LADDER 24x16- --- -- - EAD 4A Vn���� i--- EAD-3A -_ 20' WIDE PLENUM z / I r i t--- 1 I� i z 18 WIDE PLENUM- x�- -�I r -T "4X20- I ' 'r- -` I ` ''' -T I ��--� 48X12 1 >t - 2 3'1 TEACHER PREP � � � � •� I� � �\�i I 26x26 Iul \I � \� � � � ^ � � i ! I�� ,� - 18x3" � E,WAUST AIR-"� \ I 1I \�1 ` I I I I I� ' u I ` 1 I I I I I \\I i I / , 30x18 1/ 1— `r LOUVER, NIM -_I L- -- !� I I ----moi 1 I I��' I --� - — _ 18x30 m A. 10'x3' i -16X16 ----�y II hl Ill `� In 8� SECTION -FD _r_ -- •___ \ L« I I I �rr LL—+11 y--N /� rQ ! I z �"�- � •_I-1 `•' ' � t__�I I ___ Ji I `� ACCO-2 � rrrrrrr M�J.I 1/4'- 1'-0' ti.__ .� 3' FD-I 94 B '��• _.-___ ` -- -- NOTES M9.1 1 ��-TCAC 7YP P2 2 I 4---1 I i ------- - -+--- 2'V DN/ DRAIN �� ly�l�_ r�- Zbx12 - , , I ` 18x20 L� DUCT TO FOLLOW ROOF SLOPE `� 1 -�(- 11/4' I 20x18 EAD-B 1 36x16 � 3' Fp-I 3' VTFt 2 i- --� I J ----- -- I - 18x20 I I 20x32 j TGAC z YTB EAD-2A __ �� I I \I 1 I ------+ _ V) '� III 111 1 � `� ------•—^-- 1 20x20 EAD-25II i1 l t-_� `_--- DDCU� UH1 - AW-2 74 _ 84 = '- _ z 20x34� I _ _ I 34x20 � J� 18X42 dx 0Q Ibx36 _-�__` ►a C v 28x12 18x20 ASU-4 ASU-3 �(���� s 3 -EAD-2A [ 18x20 18X2 44 MECHANICAL ROOM PLANN= HVAC Y ` NOTES; ^ U 36X42 Q DUCT O FOLLOW ROOF SLOPE. \ 2Q LINE SHAFT WITH DUCTWORK PLUG IN RETURN GRILLES AND 3bx16 DUCT. o ASU-2 4 ASU-3 SEE 981-12.2 FOR HG PIPING. ®W4C-1 SEE 94/M2. FOR PIPING. H 84 SECTION W 1/4'- 1'-0' NOTES: ,'.J DUCT TO FOLLOW ROOF SLOPE. 4 41 9 z ly ±t5 1. 0.. .� CONNECT a_ 9� � � � U \,� _N �� i I ►�+" 'I N 5 I O N �<\ o ,2 LPR P/ co w N ECC1 OFFSET-ter--i @ 45 / C°: 45' 5 \` n 2 PUMPED TUNNELS RETURN 100!' L j ' DO pO�(O� I WALL �' \?UNNEL x WAL 2' LPR `- I I fo LPS I ! E GAS ON ROOF � cn _ A r �- _ i1 uP A Q CONDENSATE RETURN (LPR) STEAM (LPS) --------- `J I M9.1 M9.1 1 I F 1 TRAP �+ 9 & DETAIL- CONNECTION TO EXISTING SERVICES j i o x M9.1 NO SGA�� ---------� ___--j O cn w Q -- z o `� -- SERVICEI ... H z PIT, NIM � , Q NEW � z �> ADDITION �" c g \\ J 6' LPS UP- U 2' NWS r C7 Z 4 HWR L Pis S ) T 1 l 1 MG �G C!� o rr 12' 1_PR L i I`1T F T TRAP Ib '2GS Ib/ HR s TRAP \\ ~ Jr -- _— _."� r -44 2 LPR I? ------- — `. � '--._.�_ I IP 7 SERVICE - ,� PIT, NIM !. SECTION 1 �8 SERVICE PR PIPING DETAILS 38 PARTIAL ROOF PLAN-PLUMBING 89920021 a8 DETAIL- END OF MAIN PIPING M9,1 NO SCALE M9.I 1'-40'-0' NOTE5 0 ScAL�E M9•1 N T ARRANGE WI'iii NNNG CO. TO MODIFY 02 1-1/4" MG (463 CFH) ON ROOF. EXISTING GAS METER LOCATED AT SECURE TO 2X4 SLEEPERS AT MAX m 9 1 GRADE TO PROVIDI; REQUIRED GAS 12 ' ON CENTER WITH 'U' STRAPS. VOLUME AND PRESSURE. ATTACH SLEEPERS TO ROOF AND MAKE WATERPROOF, VERIFY ROUTING. 09/2 1/91 �01:)9 SW C1lJpjjF`,M C�'0/PHASE 2 80 70 60 60 40 30 20 10 8- 4 nF 61- cx - • r ';�' • , ,,, ,, TF' THIS DOCUMENT TS LESS JIf III �III III !II III III 'Ill III III III 111�? fT11TTT�1 fll III II1 ISI III II! III fiT II III Ijl III III III III III III III III Ij�I Illllil;l�lJI,�III III III IIIIII'Ill Iljil !II ' i LEGIBLE THAN ' rNcrNOTATION. I I I I I I 1 2 I I j 1 4 I 15 I I I b I 17 I 18 I I I D lU I 11 I 1� PHs APRIL 1994 { I'I' I5 DUE; TO 'PHS UA - -- - --- —_ __- ----w-- r1 QUALITY I1'Y Or Nu]e THE ORIGINAI, DOCUMENT. - -rr---,--- - -- - - --;--T-- -T - - - 1I912 BIZ 6Z II EIZ ZZ T�Z OIZ 8TI 81[ L� 911 Qi tl[ EII Til I Tji �T 6 8 9 Si ti �S I Ii�iu�I IIII ►Nltllll►►►11�I4!I iIII�IIII IIUIIIIII,III IIU IIII1IIII IIIIIIIII IIU1IIII 7,"-- l►► IIIl�Illl IIU�IIII lllllflll IIII�IIII Ill! IIII Iill�ll UU�lIIIIIUI�IIII lIIIIIIII lUllllUlllllllllllUll�llll�lilllllll Iillllllll i111111111i ll�l Illlllll IILllllll IIIIIWIII 80 80 70 80 60 40 30 20 IU 0 (DOC.0 LOGIC SEQUENCES AND 1/0 ASSIGNMENTS) - .-.- _ - _ - 'I TO P' TRANSDUCER ROOM - ,-SINGLE SETFOINT I TYP SENSOR I PROGRAM CnFND Al --- -12F 1PIY -- �(AO Al ANAL(Xj __- AO ANAL,;G OUTPUT I O ��ffJJ l CV CONTROL VOLTAGE C-I THRU (UHC-6 I 9 CONTRJ-)L DA DIRECT ACTING (FOR 45U-4 ONLT')I I �_� WIRE PER SECTION OF DI DIGITAL INPUT -1 - - �----- PACKAGE ROOM P;ANUFACTUFSRS N.O. HEATING THERMOSTAT PACKAGE -- IVALVE, 3-WAYIN5TFtU.TIONS � DO DIGITAL OUTPUT r_lo� WHERE SPECIFIED IAIIR �Y LLSvLIQUIr) LINE SOLENOID VALVEC}(CLOSE - F2�E�LAY NO. NORMALLY OPENN-C NORMALLY ED 'ABOVE �' - ASU-b MOTOR! I - NLL NIGHT LOW LIMIT 65F OST CV i--SIF ACLU-I ON OSTCV"il- - IST STAGE COOLING: P I --il RABUJI GH PF PNEUMDATI EMPEERATRRE11 ( 1\ LL 9v-I ON RANGEHOOG t 30X PROPORTION IC DX COOLING �' PI 1 �i�w/ I I EF-4 PROPORTIONAL/ R A. REVERSE ACTING RANGEHOFA 5AV 50LENOID AIR VALVE I PROGRAM. SEE I RELAT GV r- -_ -- --r" �` I ASU SCHEDULE -�, I ��_--�� � EXHAUST FAN- +(DOJ- _t (SWITCH AND t SEN50R I 11 - 2ND STAGE COOLING: IN WIRING NOT O Er (ASU-I ONLY) I LL5v-: ON DIVISION) I ERI C�---------(AIX--.PCO2 MONITOR- I MINIMUM Ot A CONTROL I I SAS I 1 __ RESET W/ ul pEApL3ANp j l8. C G t WEATHER PROOF W ROOM PROGRAM I NO `'SLEEVE SENSOR 16F 55F +-- I N C. MA,, CAD NIGHT I '1 TO P' TRANSDUCER --BUILDING EXPANSION VALVE z m CV,-j �' WALL (TYP) . IAIJ* (TYP) w `t 516HT GLA5S z U MIN. B �. _.. !,5U-6 CONTROL DIAGRAM (TYP) 1 PI POSITION l_ _ FLEX PiF'E -- / r z DUCT I 68F EISF 8 I"f9 4 NO SCALE TYPICAL RL }�1---�I a 0 5EN80R,TI P (ROOM } PILOT -� �I - LLSV-2 UPSTREAM SUPPLY AI _ (AI. SENSOR) J I N'G N.O. NL. N.G� ,�_ (FAN DISCN) CAD RAD EAD-IA EAD-IB 1 SECTION 4GCU MIXED AIR �^�j-- - SAI)-+{LOW LIMIT 55F�-- - - EAG-5A EAD-5B -- f+ - - -----� -- RS -- ----- --- -- - - ----_- ---- +f- 2 I (AT UNIT) (^ OUVER) IDDGU L(--'C SEQUENCES I 5TR.>INER P.COMPARISON AND I/O A581GNMENTS) PROGRAM-DPRS TO - ®�1A0 CLOSE WITH ANY �F+w_____----� / LM(TYP) MIN IF 08T R RAT r----- - - - ---------- 1i RETURN AIRr•••�_} --(Al)- ASU START EXCEPT --(START PUMP I "�"'� -�'� I I DOJ)N5TREAM (IST VENTILATION I 8 NIGHT PURGE- ANYTIME OST I -� SECTIONI UI I r DIFFERENTIAL PRESSURE PROGRAM I N.O. HEATING CV BELOW 35F) I `I SWITCH, TYPICAL r VALVE, 3-WAY /l rr I FLAY DRIER CV`� -' --SDI}---�STA7USX --- -� r� WHERE SPECIFIED CV"H +(DO)- - y~ a+ o rY ASU SF D0: a OCCUPIED EF 15AV ! (OPEN-� -- - I -+ DO NOT SUPPORT \ -LLSV-I Q W ni Cv -(DIS--+(3TATUSX- HOURS INTERLOCK I __ ABOVE I HTU PUMP REFRIG. PIPINUII COOLING __ I SCHEDULE (SEE ASU-2 I l8 O 1rDF OST) FROM ROOF COIF c ASU RF INTERLOCK I N.O. I`I CHANIGA OOM r SCH "J /- �y _ N.C.- DIFFERENTIAL �_..__-_ _�R PREBBL,RE REFRIGERANT PIPING DIAGRAM z d U L I I I FREEZE A FOR AEU-4) I MIN CAD SWITCH THERMOSTAT N• (ASU-4 4 5) ' I 7j3 CVr. _.._�DI>--.(STATUS/ALARM OFF(-- - - o CV B 00-4 AL.PARM -(FAN SHUTDOLLN I I - cv I -� 1NO SCALE 4mF I y HTU PUMP �S. W HEATING (OPEN HEATING I I 1 4 I 1 �T 0 COIL (i400M COIL VALVE) I TEMP. SENSOR, I I FACE SENSOR) I EMERGENCY TYPICAL I TRAP AND PITCH PIPING AS REQUIRED FOR ACTU�._ 0 STOP SWITCH 1AlX-- -------------- --- na 1 I -'I TO P' TRANSDUCER, RELATIVE LOCATION OF COMPRESSOR AND GOILS. LOST f / ,- SMOKE DETECTOR HWS 'YP. a U 1 I I Lr `' siF 2CJmF 0 ALL VALVES OF REFRIGERANT TYPE. \ � 3 SLAY (At - <Pu -Ir-- -r A0 r-- 30 1(3OLATION VALVES AT ACLU ARE NOT SHOWN. W a ---- I ( J (DIV Ib FIRE I 10FL 12DF GLOBE ! 3 I (✓y] OPTIMAL START/ ALA�d 1 FAN �JBAu I VALVES I 5 r _r 0 COORDINATE PIPING, COIL SPLITS, PIPING, 0 I OCCUPIED STOP AND NIGHT SHUTDOWN �1�� I RESET ON PUMP I I!3 2/3 CONTROLS, ETC. WITH EQUIPMENT MANUFACTURER W Ul a HOURS PURGE PROGRAM RELAY --1 SF STARTER I PROGRAM ' SHUTDOWN I SCHEDULE _ I N. C. HTU-1 FREEZE �IF ---� I I STEAM VALVES , I THERMOSTAT I I O ASU-1 VENT RF STARTER - (OTHER 08T) U N OPERATION (ASU-1 t 4 ONLY) I I CV �---I I-- - (DOr c J RELAY I I 0 �° EF-I L_____ _� 1, p4 U 1. x � 84 ASU-14 4 5 CONTROL DIAGRAM A M9.2 NO SCALE �0a -1 CONTROL DIAGRAM --Su C O.PLUGS, I-1/•�' MIN. U TYPICAL w ¢ NO SCALE Q SEE ASU SCHEDULE FORASU-1 MIN. POSITION bETPCINT. M9.2 DRAIN PAN UNDER_, (DDCU LOGIC SEQUENCES COOLING COIL SECTIOO� I/2' 2'MIN.SEAL v 1 N 4 AND 1/0 ASSIGNMENTS) - - I-------------- - 'I TO P' TRANSDUCER 4 ROOM I p-SINGLE SETPOINT I TYP CHAT SENSOR I PROGRAM , 'NEL BASE ----'` 12F Irl- (Pli--_------�(AOX-- - - �n INTEGRAL Tj LI WITH UNIT d i,-�LOOR DRAIN gl BYPASS TERMINAL _ - UNIT DAMPER MOTOR / --- --- ------- -- `- - - - (DDCU LOGIC SEQUENCES EQUIPMENT---- 'I QUIPMENT AND I/O ASSIGNMENTS) BASE, N.I.M• - 'I TO P' TRANSDUCER I ROOM - -- - --- - ,-SINGLE SETPOINT TYP RELAY SENSOR 1 - PROGRAM ! - l I (CLOSE ABOVE -�{DO)-(�- ---I �-----(AI ---�12F (�---lP1J----- -'AO SIGNAL COMPARISON/ I AGCU-2,3 ON u I a �� b5F °gt Ir24% DETAIL — CONDENSATE TRAP �,/ AVERAGING PROGRAM I I GV jF IST STAGE COOLING: HC-2 I I S X9.2 NO SGA' 1 1 iF- ! LLSV'-I ON __ L LE ! 1k. -- -- N.O. HEATING ! DX COOLING —j- -ti- -7---- VALVE, 3-WAY PROGRAM, SEE I RELAY (CLOSE I I RELAY WHERE SPECIFIED 1 ASU SCHEDULE II-y 2ND STAGE COOLING: DO> - }- I ABOVE I GV t---{�F----- AGCU-1A,lB ON 65F 05T LLSV-2 ON I CV IF---- IST STA/%E COOLING: ' 1 ! I LLSV-I ON L) 6 I 1 I I 6 1 DE RESET W1 j I `� GYPSUM BOARD WALL----____- ! PROGRAM r -T / -RREELLAY�-i�� 2ND STAGE COOLING: ARCHITECTURAL DRAWINGS - STEEL SLEEVE ! I SIGNAL COMPARISON/ -- I WARM DLO) WHERE SHOWN CN I (COLDEST 16F 55F I AVERAGING PROGRAM ROOM / I 1 LLSV-2 ON I ROOM) CV PUIRGNIGHT i ASU-15 ONLY I DX COOLING, I — INSULAT10ri, r, + .a-,E~ IPIJ PURGE H (WARMEST) ' � ASU SCPROG�HEDUEE I _ , � ! ROOM) PI - �(IAOJ- I REG�UIRI:.G JtiE --- RESET 1 -r SPEGIFI ',aTlOt�. I -!PIX- 5 ROOM I PROGRAM ::1 _ -- �4f- - - j - a � '` (g SENSOR I Ivfi 55F CLOSE I �QR FIRE RATED IUALLg: I' FOR .f�{C��!_9[LPF .a?+�,: WALLg� O � ?V DUCT ! 68F 85F I VALVE S e,R�^UfJD WITH x 1 RAD EAD-2A -- GVr� Fy ---- --- \ A�.... ! -- <PI FIRE BARRIER SEN50R,TYP _� PILOT-- Nt A - SH AN FAL. oAD � SHUTDOWN i CAULK Rtg�:.IENT SE.�I._AN?. t> W SUPPLY AI (Ala --- ----- N.O. N.C. N.G. (FAN DISGH) EAD-2B I I �^�_ -_ C1: _ EAU-34 EAD-38 SPI)-- - Ali = DAMMING ---- �%,-K ,ANNULAR SPACE -� MIXED AIR r� } 'AI' --(LOW LIMIT 55F i (AT UNIT) (AT LOUVER) ( 68F 85F MATERIAL A ' o W�TH 1.5 PCF FIBER- Q I I Q I B '" "< .CLASS INA'_:L,t,?ION. -� F, � f-• SAO —J -._ I f a a �, E-� rl I TEMP. COMPARISON p 143 I I I N.O- STEAM �+ PROGRAM-DPRS 70 SEN:�OR,TYP (ROOM HEATING VALVE MIN IF OST > RAT S SENSOR) (FOR ASU-1A '� Q 1. RETURN AIR, w.f A!)-- - _ SUPPLY A1R � - ---(AIX— --- WALL WHERE SHOWN ON F' Z I -� ---- (FAN D15CH) i ONLY) CONCRETE OR MA5ONR'1 f.,07� �J Q I (OST I N.O. HEATING r VALVE, 3-WAY 8 1 WHERE SPECIFIED MIXED AIR !AI} (LOW L!MIT 55F ALARM! 6 I � - ARCHITECTURAL DRAWINGS. ACOUSTICAL 5E-+I_S MAY BE USED IN LIEU I (FAN _ I I I Z I OPERATIOIJ RETURN AIR �� IX-►(MONITOFJ I INTERLOCK)( �`� -- I OF METAL 5LEE'✓E AND RESILIENT SEALANT. 0", p (D SEE SPECIFICA ION SECTION 1524©. h 1 I I I VENTILATION I 1 0 VENTILATION DIFFERENTIAL PRESSURE PROGRAM I Z DIFFERENTIAL PRESSURE I PR VENTILATION I SWITCH,TYPICAL - _ PASSING THROUGH WALLS SWITCH, TYPICAL _ _ ! GV DI)--�-(STATUS I O CV`- --IDI) (STATUS -rte -- DO)--- I r DO>------ -- ! SAV 1 ASU 8F ^ I �J .- --- - I 5AV TABU S' �I LTJ I f I OCCUPIED I C) I HOURS EV I i HOUSC44EDULE I (g N.O. 5 HOURS ! CLAMP—__ 1 � SCHEDULE EF I NA. I INC. N.G. RISER ` I _ J- I INTERLOCK FREEZE I ASU RF I MW I MIN RELIEF THERMCSTAT A I I CAD PAMPER NEOPRENE- _ CAD Lx. I ! FLOOR PADS PIPE FREEZE A CV,- --(DU-(ALARM (FAN SHUTDOWN I I I THERMOSTAT 1 I ASD-1B 14 B I 40F I •(OPEN HEATING ASU-15 ONL7 I I GV -- --(DIS-lALARf 1J -- -- (OPEIJ HEATING I COIL VALVE) I HEATING 1 (ROOM COIL VALVE) I F '� ,4 WARMEST I -EMERGENCY -EMERGENCY FOR_F-FIRE RATED FLOORS I Q�'i Q-FIRE RATED � 00 HEATING ROOM COIL ! SENSOR) I STOP SWITCH I COIL I STCJP SWITCH FACE I I FIRE BARRIER -- I j SEAL ALL AROUND WITH COLDEST--- -SMOKE DETECTOR PAGE I -SMOKE DETECTOR I 1-0-ST ROOM (OST I CONTACTS I I GorJTAGTB CAULK RESILIENT SEALANT, r j -- -,DOJ ✓ �- A G RELAY i -� - RELAY DAMMING --� I 1 WATERTIGHT 7 DIV IL FIRE 1'IATERIAL I I PACK ANNULAR SPACE DIV 16 FIRE I I OPTIMAL START/ I ALAR'"CAN �F- --- I \ WITH 1.5 PGF FIBER- OPTIMAL START/ ALARM FAN F----1 I I STOP AND NIGI.IT 5HUTDOLLIN OCCUPIED 'TOP AND NIGHT I RELSWUAY �� / �____� FLOOR GLASS INSULATION. OCCUPIED RELAY 1 9F STARTER I HOURS PURGE PROGRAM ! RELA SF STARTER � HOURS F'UI�aE PROGRAM I FREEZE r IIF --,r s' I j STEEL SLEEVE TO SCHEDULE I F�E� _� I I SCHEDULE ��- , I -IF THERM05TAT RF STARTER INSULATION, WHERE FINISH THERMOSTAT F S I/4' ABOVE I A5u VENT I RF STARTER I I REQUIRED - SEE I OPERATION I SPECIFICATIONS. ED FLOOR I CV? -I 1. -_- DOX --- I ASU-2 OR ASU-4: EF-21 G RELAY I -_ _ - _ -SEAL WITH RESILIENT 89920094 ASU-3: EF-31 I PASSING THROUGH FLOORS C 5E AL AN1-- - 1 EF MOTOR 88 ASU-2 4 3 CONTROL DIAGRAM r(o_a`� ASU-7A 4 7B CONTROL DIAGRAM _ 38 DETAIL-PIPE SLEEVES M9 . 2 M9.2 NO SCALE M9.2 NO SCALE NO SCALE NQTIE ASU-15 IS AN EXISTING UNIT WITH NEW COOLING UNIT. nl IF>I I(it1 Pn/PHASF 2 80 70 80 60 40 ' 30 20 10 OcV2-1/V (11 66 oa « " IF THIS DOCUMENT .rS LESS -TIT IIr"111 III 111 III 111 VIII III III III I I T TT T� III Ilt It IIC11111111111 rTlf- ll 111 III ! 1 III III III 111 III III (III 'tllll;!I! IIIIIII III III I VIII III III IiII - LEGIBLE THAN THIS NOTATION, I I 1 I 12 I 1 4 15 16 I I I $ I — 191 -- 1� - -__--11- ---1 APRIL- r- 0 1994 1 IT IS DUE TO THE 004LIIY OF aoae THE ORIGINAL. DOCUMLNT• r-TT-- - i ,— --- -- --- - T. —�- _ T __...i .---J ---T— Q- ., ._. ' 1 Z LZ 8�7. 9�Z I t'7 EZ �TZ I7 0�8f1 8I Li 8I 9i bI £IT Z�T T[ II --I 18 I 8 L 8ji c T sueIIIIII (III (I (III ( (III IIIIIIIII (III (Illl (I �IIII lu (III . I(III Iiiilliilwil, 1 90 b� 70 60 50 40 30 20 10 0 18 GAGE GALVANIZED SECURE RAIN CAP SHEET METAL RAIN WITH BRASS WASHER THERM OM DOMES ` i BOLT,4 NUT I • _= OYERrLOW l ORD-1 �\ OMETER , r 5TOR1"1 DR..IN FACE Or OUTSIGE ©HW HEADER— _--��- I' RHW FROM TUNNEL II I STANDPIPE-CUT TO IN BOILER ROOM WALL - L NGTH - / % CORRECT HEIGHT o _ A5 REGt'D ROOF DRAIN DOME---� ORD_I Q By (TYP.) -111/2'HW TO TUNNEL BALL vAl (TYP.) �� ® EDGE OF TUNNEL (TYP) O1/ i rL0'JJ - . . .- .- _ �P -- __4 - -- z �- (E�PIPING IN TUNNEL (� 2'GW TO NOZZLE W/ SECTION ------� -- ► 1 HEAT I I WALL FLANGE / � �� � UNION (TYP) OFN-I / 5TANDFIFE t----�r7---------[-I� -----�---- �.. , • EXCHArIGER ol_�, 1 I'RHW IN TUNNEL IN BOILER RM �- CHECK VALVE 0 (� 1 `� T \ - BALL VALVE I I I I ♦{;IMS WHERE R_=aV = THERMOMETER— \ � -CHECK v,41_VE W/ BALANCE ( I I _ _ _ _ _ _ STOP PLATE - I , 18 G.:.G_ GALVANIZED .�1�11'I�.�. �.— I � �. I nn SHEET METAL RAIN �.—.�,.—. �• .—.— GAP _ — — 4 — — i EDGE EX15TING BALL VALVE WITH _ I -_ 1 BALANCE STOP PLATE 1 T I' I TUNNEL BELOI'1, TYP lilt L — .� ROGi DRAIN Dc: W i -5EE FLOOR PL. J �2 _ � TIfe. CV''FOR PIPE SIZEC`►IAGRAM RHW AND CP DOM m �� DIAGRAM - VALVING IN TUNNEL P2 ' EXI"NG WATER HEADER r I NO SCALE -- F'�.1 NO SCALE a 1 DETAIL OVERFLOW NOZZLE 8 2 DETAIL — RAIN CAI' FOR ORD CAP PIPING FOR FUTURE GRID 3 ONLY. J .-- I� I ; ['� I i 1 I z n f NO BC"L NO ,~1 r_ -- ( I U q 2I f�2.1 60ALE IST---- -,-' �-�g�- I I I I •J i m C LAv N.C. I� CSI .�Av � I N b2 �� I UY Z - - - -•- -•-•-•- _......- - - _ - F -- ---- - - -- .-- _.� -- -- _ - - - - _ .-..... .. -•- �.�.-. r.....-. mss. ... ,....,...,.•.,,...-.._..�....-•- - - _ WASTS 2 -- ---�—h -- — -- - __ ©Is RHW 1 0•' --- -_ --- -3- --7f-- --- --- -----�►— --- --- --- ----+-; --- --- _ - _ I 2 I I ' I I I I I I / rrrirrt crrlrrr J IF /, _ LK� W r I ABANDON- I �' I I I' I/ - /WASTE- E D 11�4'Ctll- I W I I { Z-1 , (:4) F N _ I T l :jJ VAULT ;I -- - W r 1 �� _ - _ __ -_---_ ____ -_ I MAI ►Z o 1 A5AN:,0N IF BELOW I -, - I I ; /T -- ©TOE VENT f I' 13 l +SAtLTUBN-�LF LOCATED_1�/ i I J BIC L"1 � � �•�' '¢�� /�� z c -_ / Z2 �-+ ��E/WG t0 REMAIN 4�i r 1 -__P_INC _ -- = / r © � i a 1 -'�i' � C5_. R � I I � SINK 3 I a q SINK i °v 'or _� 192-0-1 ® Q v 7 _e - .--- ��.� SEC ' _ _� �� - - -1 '•_.J F. -� rrrrr�rr r-rs�;ti- tr 3 - I �.._!?_ l_REP. --�--- -_ - - �- �- ABANDON 1 ( Id CORK ®SINK 3Q - .-_. L- - I 3 r 0. A --- --- ^� - - __ ___� - -_ e _ -- -- _�- -- r - - - --- -- ~ H _ _ _._. _ _ L J UFie �' _ - - �- - COURT — COPY -wN —� _ _ A AWH . — I COURT – - - 1�� 7� --�`�. A -GB-I i 16 �� I� I I 1��� � RIM EL- S T _ © G / 1F�191� CTG I ! IM 1 r \ ._ O � I I .I ' R EL• � I ENSEM - ' .Q �W I I 193.25' F) (45©¢x.) �I —[_ ST II H - i P22 RIM EL■ �I I ACTIVITIES (39ram.) - - ( P) 1 4'SD DN-� I 12'11 rv, 193.25' J/ I I 1 -I _ 2y. -_L_ r V 1�•1`1175' ---- - _- rlree- 1 (5mbmEM)9 6 J I i I _ S �— —. CT_ G 3'50 ON 3' _ 4'80 ON J f I-. -IgMIN. I II --WAITG CTG 6 MIN. . �$ 3'SD 'JP TO I 2.5' lyo tq 2'vTR ��I r//r�fs�//fl:SD#�/fffV/Va�� 4 3, 3 SD ON-. CTG--' 6 CTG %'GW UP 3'RD-I `� MIN._ I # I ------ I 2� MIN. jl k--� 1)e-1°1�-5_ --� 1 �' . SD�.. �- -_ f� r re �_ lss1� / t/ _/fes//sf////f//r y 4 ON n, - -14411---3,R�IP TO L_ �...3 (� L -'3, C - _ I--� fit' CO Ill L, FGO _ _ COG 12355�I ._ �_ 3'� t 1 3 --- __ - ---- - --__ _-r I 3 SD UP TO 3'80 UP - �-1-_- `�- .` -- ( 3 SD UP TO MEGHURM° r - 3 \ UP • -- -- J Rte{ �65 3'SD - 3'SD UP TO t I I- -- ._--. 3,Rp-1 9,8D - 1 r3'RD-I- --I lJ 4 O �iLf SEE 48/M23 3'5D DN �3 W UP , ,- - ✓ 116401) C p2 1820+) 3 RD_� I I (4150 I 8200 fi I (22800 F 315D • 4y. 3' I 14150 U ' MIN. GLOP 1 � �.r C`�__—TOILET_ (,TYPE �i I HC I I I Ib' I I Y✓./i''tT/ri71/y7i 4 +III I rs I II I / ! a' 1 - PRACT — — ! � �.. \ 3'W UP 6-�.T _I_REP,a 3 i E 1 --3'W DN , � � 4�0�- ,•i ;; - -f � --__-_—, ._ - __ I -- I -_-� I L� I - C 4 . -_. ------- --_ -- - ---- - ------- - -- --- --- -- ----_- --- --_--- —_ ..__._. _-- - _- ----� --- - 2 f �3� �., MIN. I I r - -cc J - -J r 2'W . �I 1 0 ^ I I E■1152.28' ►-� D4, ST(L__ I I ti' I i L --� LOMMO �----z�--- -- ���–� -- -- ----� HLI�i � .� L�?�_Y_ I I I --■ r� E � --- ,y� I 1 FIN FLR EL 194B' 1 LX=� P4TRY MIN. I r' ` MECH. R l I III { YYYY �.� ABOVE 5 I I I 1 I I I w _ I I� ��— - L cl .;OFFICE -- ---•�– – ----- – -- --- – -- -- I I I I� \ L z { I ! MIN.JI 1 \\ I 1 ��" .'__ L r ' I MIN. E { _ I � —BD- cn OE ul _ -- --- MIN. I I BAND I ; u I I ♦ 32 IT i o . --- _ I _ I III _ I I I I I I I _ o -%�.- 3*5D UP TO -- �CTG _ , 1._ -- I I I &GtG /ftp /�,�-t -SD- -��h'(C5P) H Z _ __ _ __ _ _ __ - o �-� __ _-_ __ �__ _ _ _ -_ _ - `-- _ _ __� _- w -1 P21 I , I I 5.-fin , ----- / i I 3'W - (GIFT �( F, TYP I I C-+ J (Sm6m*)�b' I TYP 6 (39000 1 I I %I�F ER ♦ I I �b'(39000 6 4'126b0�) L IE-11 m"?�' TYP '` -- .1 13Q G ,{ --- -- ♦ 3105D UP ,y�°o 8 I U �l I I 1 IE■I9m.9�' 1 ^' -------�3'O5D UP 2 - �� 1 ■190.35 I / A 4 Z SEE PLUMBING 517E DWG.- ----SEE PLUMBING SITE DWG. I r 1 .` �° TO CORD-I p�1 lye T SHEET 1-1.2 FOR CONT, (TYP.) SHEET Pi.2 FOR CONT. (TyP.) 3 SD UP TO MIN,' �•i9 ?' lE 19r�s8' I I 1 316D UP t0 �1�^NL!� , SD-� I 3'SU UP TO( �.I RD-i _ 10• �3, cr- 60VNC7 4 4 ,5P ON .0/G 3'RD-1 I ®Q CB, SEE SHT. PI2 `�+ '�+ O VQFN-I�f --_ 4'(19100 _ l-� - � 1 MECH RM 4 FOR NEW LOCATION � in O APPROX. 12'-m'AFG ABOVE M2.3 � O � _I VERIFY LOCATION WITH-1€.1 ,� .�-4'6 E� �" ✓� ARCH'L. DWG 92/5.1 i W D@ IE �.?,(,; TYP. -7 ! ss (2920 0) I U C3) 40 ) 8 9 NOTES ( 6 NORTH ga FLOOR PLAN - PLUMBING REMOVE EXISTING LAVATORY aNC RELOCATE 7C NEW LOCATION A5 ENS"iJ)N. (5) PROVIDE 1-INCH TYPE 'K' COPPER 8°J92QIi�'�al 2EMOVE EXISTING TROP, 5TOP5 4 5UPPL). CAP PIPING IN WALL. PIPE DOUBLE WRAPPED WITH 10 MIL V_w�\ 1`'2 1 I!8'■ i'-0' V CONNECT 2'W, 11,'v 4 l,'rlU TO EXISTING PIPING IN URINAL PLUMBING WALL. CORROSION RESISTANT TAPE. INSTALL CONNECT 17'HW TO NEW PIPING ,IN TRENCH, A3 SHOWN. PROVIDE NEW F-I FAUCET, BELOW FLOOR AND CAP EACH END, INSULATED TRAP, 5TOP5 AND SUPPLY ON RELOCATED LAVATORY. SET TEMP. LIMIT STOP PER SECTION 913 A(2) OF UNIFORM PLUMBING CODE. (b) REMOVE EXISTING WATER SUPPLY TO WC AND REPLACE WITH NEW MATER SUPPLY. •111111 n REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING NO LONGER REQUIRED AND CAP IN A CONCEALED LOCATION. RETURN FIXTURE TO OWNER (4� REMOVE EXISTING DRINKING FOUNTAIN AND RELOCATE TO CORRIDOR SIDE OF TOILET ROOM 24, AS SHOWN ON PLANS. REMOVE A5f)CC'I.1TED Plp ING NO LONGER RE(,IIIRED AND GAP IN A CONCEALED LOC.`T ION. 0���/91 '1t1 C1'11 I l(lat F D/F'HA9F-_ 2 90 70 60 60 40 30 20 l0 5b OF 66 IF THIS DOCUMENT IS LESS a+ -)lI II! III 111 III III III �I I III 111 111 IIf 1�T �T 111 111 111 f VIII III III TJ II III III I I III Ili 111 III 111 111 111 I 11111!1 I'I I 1 I I I I I'I I I ' APRIL LEGIBLE 'THAN THIS NOTATI74, -I -- I l -I I �L- 4,_1 .-�- I L -.I--._I 16�I-_ I ' 7 I Q I I -! 1 10 I I I �1 I I 1 I'•1PIlIL 28 ( 994 IT IS DUE - - ___-..__r — -_ TO THE QUALITY OF No 36 �•-• ,,,•' .,r THE ORIGINAL, DOCUMBN'L', - _ W_71_1_ _ _-_ -- - - --ti'i �8 9Z �� fiZ E; 2: iZ o 8�I S�I L�i 991 4I 411 E�I 7.I [�I o�I 8 9 I L94 8 �G VII IIIIIII11III 1111 IIII�IIII IIII�I1111111�111111111 ILII IIIIIIIII 1111 Illiilil II 111111111111 ILII IIIIIIIII IIIIIIIII 11111111! 111111111111 1111111►�II��Illlli111111►►11111►11111 1, illi:►11► Illl.11llillll hull LIIll lu 1 llltl lllil�111111111N111 j d 90 80 70 60 50 40 3l 20 10 0 POT/PAN SINK----- AIR INTAKE AS --(;y(�HW t Gw HIGH AS POSSIBLE DIN TUNNEL -- ----- 'RAIN OARD --B_ -- __-- - • © WASTE PIF'INCy IN TUNNEL 1 I di }/f - FLOW CONTROL __ LPIPING IN FURRED ��1F -- 2' V� V '�� SPACE 3 DRAIN ---- - - T II GO i i + y Y 6 E4 . 2 DRAIN I I CzT_-2 I ' 1 _- -AGO WASTE PIPING t_ I I ABOVE FLC�GR i 1 � S`_IV -- - -FLOOR - _ ' f / CAP EXI5TIN6 1 *L. Lu + NE CONTROL , 2, \FLOOR $INK LVE /TR ANp REMOVE VERTICAL VENTPIPING.�. �.A6 SINK 4 RETURN R-4 rL E L___-- --- « TO OWNER. REMOVE SLOPE UP / -.r..__ _-^� ASSOCIATED PIPING _ I I AND CAP IN A W BELOW FLOOR ` �,_ II CONCEALED LOCATION. 3 5T� z r-1 Q z AS STEEP l L_J W AS POSSIBLE ' \ / f � _._ � ,L ,fG �� t��� I 'z a", rY"?, X z rO � ,_ � 1i2'4 ABOVE � u DIAGRAM - GREASE TRAP `- CEILING FOR �r\" - - - CONNECTION F'2.2 NO S(_,"LE (IN FLOOR INSTALLATION) �I �cw--_/f BY OTHERS FOR AREAS WITH FLOOR COVERING `�; -� r (K A ,11 FUNNEL A;' REQ n____ 63 PARTIAL PLAN CHORAL / BAND — PLUMBING I�, 10 00, 2 COUNTERSINK FLATHEAD 1 (����WASH FOUNTAIN �] (E DF T II �44_ ("l`__lJl REMAIN ® r_ 10 FUR ARF�AS WITH SCREWS FLUSH __-------- --- - � �MOP ONFLOORWiFLANGE SEE NOTE• COVERING X3/4' BEVEL A- - - .� /A -�� ��A ©TO(9VENT------------ irz- ----- 7(z 4'6D UP- 3/8' BEVEL - TO RD �r1 z n FILL VOIDS W/ % 5'-0' CAST IRON PIPE ------ -- _-, - »_ _ _' - i _ _ _ F- z .. NON-HARDENING -� - I MIN. ---- -- -- - I 31LICON SEALANT la DEPTH I �l a'sD DN J.RSh'IITH SET FD FLANGE --- EXTERIOR WALL ' 4'SD UP � Dx 124® IM WATERPROOF SHEET METAL OR CAST IRON TO RD OR EQUAL MASTIC -- DOWNSPOUT TO ROOF (NIM) `1 T-V f PROVIDE NEW INSULATION t___-_HW / CW TO�Ei WH . / =1 UNDEI�DEGK - CAULK WATERTIGHT FORUSD. VERIFY IF REQUIRED. IN AUTO SHOP a 3/4' MIN I CLAMP 1/// 11/4' X 3/16' GALV. STRAP. ANCHOR (TYP.) TO WALL W/EXPANSION SHEILDS. I 1✓ T--2X JOISTS PROTECT STRAP W/ENAMEL PAINT. I `1`J �\ 43 PARTIAL FLOOR PLAN — TECH. ED. AND DRAFTING ROOM AREA PLUMBING 4/OR BLOCKINGEACH WAY _ GAS1' IRON CLEANOUT 'T' BRANCH �W/THREADED BRONZE PLUG F'2,2 I/8'■ I'-m'-14 i/2' MAX. EACH �WAY FOR 1'1 1/2' DIA -si OUTSIDE FINISHED GRADE FL:'NGE OR PAVING-- IQ IN A C _ FIXTURE INDICATED AND RELATED PIPING. CAP PIPING IN A CONGEALED LOCATION. V f U CONNECT NEW 2' WASTE PIPING TO NEAREST EXISTING WASTE PIPE /\ \/\A\a \/ a OF EQUAL OR GREATER SIZE. VERIFY LOCATION. \W K;4 DETAIL - FLOOR DRAIN IN � \ Y�,��\�;.�� � \ �� \ Y� � O EXISTING GAS METER TO BE REl'10VED OR RELOCATE_ BY N1UN.G. CO. �12WOOD DECK FLOOR \� \� 0 VERIFY WITH OWNER CIP 1/8 k�END \ \ \�\\�j /\\ `� V ®GAS PIPING DOWNSTREAM OF EXISTING GAS METER TO BE REMOVED NO SCALE V /\ \\i�`\� CIP BELL 4 SPIGOT Z BY PLUMBING CONTRACTOR. PATCH WALL AS REQUIRED. NOTA OR NO NUB N �TOO RUN2BELOW COUNTER EIW_3 DN TIGHT R AND CONNECT E OS5-4. PILASTER PIPING �1 U ROUTE P'.ECESS IN FLOOR TG - _ 'FLUSH WITH RIM' DEPTH. ��' ";�\ INVERT 92 Cal-UE SHEE- VINYL SHIM ON � , - � � � ELEV. �n ' FLANGE_ TO 'FLUSH WITH FINISH fi FLUOR AND RI-1- LEVEL. �7'CW T0(8�- t 98 4 4 HINGED OR THREADED 3/4'� HOLES, 6'ON --- CLEANOUT ACCESS WHEN �� ! �pg_� ► 4'-00 w MECH RM TO CENTER ALL SIDES PERMI i TED BY LOCAL \/� \r� .�\/\���\�/'.t`/. WHEN INSTALLED IN FOUNDATION MOLDED RUBBE 53 �4 �.J - �T u - � SEE 44/M23 PAVED AREAS ONLY AUTHORITY, OTHERWISE CLEANOUT TO COUPLING-FERNGO, O '�� `r-_ -- --- _---�-- - ----�-- ------- GRADE-SEE SECTION 'A'. CALDER OR MISSION 15 ,l, ,2G 2'UJ 2 F� �'F3-I � _- 1/2'PCW To(53 (5D4 CLEANOUT TO 28x2E� TRAFFIC �)U y - , - `~ 2'W OPTION - - -- MATERIAL CHANGE �i,'Pcw to 53� 54 �3.� Q 2'W -3 W - �,�' I -- r'G s GRADE P (/ SEE PLAN '5'- 51CYC WITH 65 DETAIL - EXTERIOR _ BICYCLE BARS 15 s -��+ _ -a- � � � I� -� ��I-ISI- - _ J --� -- —_rte _- 24- -�� __ _ P2 2 DOWNSPOUT CONNECTION ---- �--�_-- -"--- --- ___ - __ _�_ - DEFLECTO I I - /, W w TO NO SCALE ' , I - 6'OPVC 12' MIN �- o 0 0 I%'PCW t0 53 54 �� F 2W F_q I (NIM) r 2�W COVER `i` �+-+ OVER PIPE C -CLEANOUT I r 55 53. 54 --_ �G 3'W UP TO • 2 A "12131 24' IA 55 11/4' KITCHEN 4D4/M23 gH�\3,W 12' I ( b' WATER 6 i u %,� - -�--- - _... _ - -- L I , z I'CW, 34'HW T E F �j4' t , 3111 t'� c: INSTALL CvPS SOLENOID 1��4'G UP - I 2'v UP I - 1 %'RHW PIPING F� E-+ IIII SEAL T -� TU L���ELOL�I.'�, __ II �I iSEE SP7 I 5 W J 11- 36 6' _ _ __- - T VALVE, PROVIDED BYDTNeRS TO M I 44MI23 i ---r �- -- GG` - 1— � ROOM i! ` ,i 33 i I q I0 T 1 �-' \ t ' 1y TO INVERT 24' MIN -_.. ----- I T --- - ------ _ I I \ I I �. I` 34 C29 MIN., (24, I %' z I I I 3, PIPING DN t U. { ELEVATION --- 4-- - - - - - - - I I $ c^ SEE DWG - \ T_r _ 1L _ - J 1 L �4 G _ 4 ---- t0 CEILING ,PACE(1-131 Q m --OUTLET STUB ------ - —>� - - 1 _ - �� w _�. � 9.FOR NO-HUB FI _ 1 II 11�4� !'/4'G TO— - __ a CONNECTOR - _ v pp _ _ 3i1� I + -1, TUNNEL- i TRAIN I' W O J 11 © _ LL_ SIZE AS REQUIRED, 311I �3 WF _2 �? 5 -1- E --I r - - - TMP , ---3 o �' a' SEE SITE PLAN. -- - --� - I �9, 1 _ -- 2'V --_ 4- s,,- I x O co - - -C--.^ Pll _ I NSTALL G-p6 c_-cL:N0ID PSA_N� I_: L1M��v SIMl4�► -- - —- - .- `` vALVE�PROVIDEDBY DTNER3 _ 1 i,�' \- ESQ .3'W- . - - j� 0 C: J S CTION A 4 CW UP Q l - -- o Q HVd <ihI TO MEGH RM Z �i0 - - -- 1 — _ ►+-1 '1 .(FD ,SII OF ' 3/4'PCW UP To w S fl,oW e F �4 I P`_ P21 I - I MECN RM SEE 44/M23 �..� E. 4 r �T— 6 PVC ®FLOW - , 1 LINE SOV L___ -_ u 96 DETAIL - CATCH BASIN ,%; + 1; coNTFol_ - I r'�7 FLOOR (NIM) I -- .,_ -�' S1-IOW''1 ON THESE 3 W I 3 W NO SCALE _ I 31r 1=5-1 1t 1 p �3u DRAWINGS FOR I' PREP i Z Z P2.2 W G '2) I 62 COORDINATION ONLY VW UP TO FD--'I 4'W BELOW 24'0 aQ (.�UNT�R II © / --- -- G VERIFY LOCATIONS 3'W DN-+-�! - +'� IMIN -._- DUCT !E■ 189fa' E_ I+ _ U WITH KITCHEN DIGS. I �� VERIFY. COORDINATE O 3W (TYP) FLOW -- j-' 1` 3'i' WITH HVAC h-"t 1 J Z -__ CONTROL. I I 6 �. ._ , lo�� •��/ -_:z/G 'rPV f - � __. _ 351 i _,,• -- i- -_._ `_- � CD � -.,1 s �� U I vIF`( u 1�11GN-IIS G 3� i 1 - I �~ - EO-r 4-- - i•!T6. w/K I Yom-+ N Oc-�. �G z ' CU T z Q -3'W TT�F��4 n l t1 12'W-1-.� I c_J 4,' U� � aw E tT_ — --- - 15ROOK.S I-RT OR 3-RT 0 r 3°9bUP,$DN� -F 2'W �_21 I "r�aG ,�--EG-Q MIN 1 I I--� -- (-_......_:•fi "5o UPON �—.r o e; Q BOx AS REQUIRED W11'H CAST 'S1Z� 1p'� WHp -_. ___ _._ G7 Co°I -I I- - C / F•-� G4 ON COVER MARKED FLUSH WITH PAYING ORT�"�`EIJ r l'^� L �— -•_ -- �• Y 3 '- - = 4-r--- ------------------- , SAN. G.D. OR S.D.G O. LE r'. - FIN15HED GRADE E d '•' J r„ - INDICATING SERVICE 4' 'A' ^n �V -----� --' - -- SEE PLUMBING SITE SPT P12 � � IC.lTc-,Hat-4/ FOR CONT TAPER THREAD----------- GONGRETk PAD �l5 N �-`'�'�— N ry BRONZE PLUG IN -- (,��' C.l. CLEANOUT BODY _-- �o `� \ 7 C GRAVEL TO NUB—_ -`�~ v oho X - 1'-tD' MIN. OF CONNECT CAST - o$ 3/4' MINUS GRAVEL - - �� �� IRON RISER ,_--__ TO LINE SIZE 0 �o X08 � f�9920®21 RISER WITH GODS oco _ 3� KITCHEN PLAN - PLUMBING APPROVED ADAPTER _ �� �8 PARTIAL KITCHEN REMODEL PLUMBING P2.2 1/4'• 1'-0' P2.2 v4'. 1'-0' g8 DETAIL - CLEANOUT TO GRADS CTG X9/2 7/91 P2.2 NO SCALE 70 60 6c) 40 ?C 20 1U eo I TF' THTS DOCUMENT IS LESS TIf 11'1111 III III III III {III IIIIIII III I 111T T11 �I�1 III III III III III III III lIr II I !i' l I SII III III III III III III I I Ii'lil'IIIIIIIIII III IIIIIII IIIIIi illiI-I LEGIBLE THAN THIS NOTATION, � I ' � Ill I ( 121 I I I �� � I-4� I_�I J�I_�� 6 I I !1—�_I 8 I I � I 1QI I 11 lz APRIL_ �3 I X94 1� I I ! -- 1_ __ 1-------- ` IT IS DUE TO THE UIJALITY OF Ne.3t THE ORIGTNAI, DOCUMIENT. _ --j -� - -I- - -- -- - - - , G����►►�,�,►H�,I1111�1�I,III{I�III .,II�IIIIIIII;IIIIIII►zII,i1„►IN►�,II►.I►II►,►��►!1111►►T;►ILII,I��;I,VIII;I►,IIiI►l�ll,llll►l�11►�119!�111,1►�f;III!►11►1�►IItII�T111►►I►►►�I��«1��1111�11►I�I��`��«I��u���>�<<III� • 60 •Q TIS 0o so 40 90 20 10 0 I 1 4, 893 mowdp _- -... so FS p, GRA 2 c� cv CV n v ° a w e \ � a � 3 ro o / o �1 � x WJ � 3 � Qr4 Fr� I NOTES o 0 ^ONNECT VIA EXTERIOR LIGHTING CONTROLS, RUN 2 EAST AST P n P,pp�n p Q A ����O�,.��N / O SPRINKLER ULINES,IT IN TRENCH COMMON WITH ►-+� 0 6 E1.1 I' wQ 2LCA-22,24 BLOCK _ r'^� w Q rER— ( / � 4Hc �o I`BATTERY l4 -Oki o CHARGER , rr Q ENERATOR � Lu J w 1 ,llao. oaraw� a Assoc. Ill � • 9 2?)�-®�. -.. .. OWA S 11 T Ora911 PROJW Hl 01104111 �.......... b� r�u;ilF+1i FAD/PHASE 2- 80 TO d0 so 40 J0 58 (IF bF, ! ? - 't�fi I f4t..1 4•1 ImaI.l.t 141.I.1.,4,»1 v I III{l�w.`lme�:- r l{II"S�1I��"'t: t *;I1°� ?!'�};.. { ( lt}r�r_T f I III III L I�I1III I III I III I 1 I I III!III,III_{t I III�II I� ���--I {IIIl I lIf�I { I , lI mill . - .....�.. ,.e.w�rew... F.....o...,... 6 APRIL 28 1994 �r1Yt[r II► IIIF THIS DOCUMENT IS GESS,,. LEGIBLE THAN THIS NOTATION774 No,36IS DUE TO THE QUALITY Otll THE ORIGINAL DOCUMENT. ...« ._. ,.... _.p.. . . �,.. � S 9L LS 6 S G 6 L TE T 8t 9�T LT 9T T fI T I ST tT i 8 I 8 L 9 9 ► 8 GI Tm�ue o� I III IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII II►I�I►II IIII1IIII I►41�I11111111�I1►,IIII�IIii IIli�ll Illi�l44 liil�llll IIillllll U U111U►►111 lIJIII►IlI„►INII! ►III IIIII�IIII IIII�II�I�III IIII�I 9p 80 70 60 50 40 so I 20 10 0 (AA KITCHEN EQUIPMENT LIST 1-- NOTES* 1 Q 1 4HM 19,21,23 Ot RUN 3 4" CONDUIT UNDER SLAB TO PREP ROOM 13 INTERCOM EQUIPMENT ENCLOSURE ITEM �. NO. DESCRIPTION VOLTAGE PHASE HP KW AMPS - - _ - 1-�'�-'�� - -- --" - 14 FIRE ALARM SYSTEM ___ __ �B _ - 20 CONNECT HOOD LIGHTS FURNISHED WITH EQUIPMENT. 15 RELOCATED MASTER CLOCK SYSTEM, MANUFACTURER: CINCINA71 I I I I � - , (-2022 _-- / Q --- --- ---- -- 3 CASH SYSTEM 115 20CKT �- - -i Q CONNECT TO HOOD FAN - COORDINATE WITH DIVISION 9 SHAKE DISPENSER (2 CONNECTIONS) 208 3 14/11MCA tU I I 15 AND KITCHEN EQUIPMENT SUPPLIER. 18 COILING SMOKE DOOR. CONNECT TO FIRE ALARM SYSTEM. #8 F WP ye Fj'l 13 FOOD WARMING LAMPS 208 1 2.4 4H 1- 4H.11- 4HM2-6,8,10 \, HM2 e5.27.29 w o O 17 BACK-UP SERVING TABLE 115 1 ' 1 1 O CONNECT AS DIRECTED BY FIRE SUPPRESSION SYSTEM 17 REFER TO DRAWING E2,2 FOR ADDITIONAL WORK, <2)G 1- 13,15,17 7,91 18 FOOD WARMING SYSTEM 208 1 4.2 10 1 W 1 I INSTALLER. 18 CONNECT MOTORIZED COILING DOOR, 208V, 3 PHASE. - -- - - --- 19 FREEZER (REACH-IN) 115/208 1 7.3 I - - B F -- -- - --8 F - - -- ---- 21 HOT WELLS (2) 1 15 1 1 0.0 l- - Wp ____._ I I �5 DUPLEX RECEPTACLE TO BE FURNISHED BY KITCHEN O INSTALL AND CONNECT UP/DOWN SWITCH, FURNISHED 5 ?_2 FOOD WARMER 115 1 0,6 1 1 1 - I I EQUIPMENT SUPPLIER. WITH EQUIPMENT. VERIFY REQUIREMENTS WITH EQUIPMENT 1 I 24 FRYERS 1'5 1 1.0 41 1 181 O I __ _ F 2-J MANUFACTURER PRIOR TO ROUGH-IN. i , I I WP 27 -IRE SUPPRESSIONS SYSTEM 115 1 20 WPL_ __ -IJ 6O CONNECT TO MANUAL RELAY FOR GAS SOIENOID VALVE. L ._ J EUL- a - 29 G:ILL 115 1 5 PROVIDE 12" ROUND CLOCK TO MATCH EXISTI CONNECT 33 CONVECTION OVEN (DOUBLE) 115 1 7.1 -- CONNECT VIA (SHUNT TRIP BREAKER / CONTACTOR TO MASTER CLOCK SYSTEM P 34 CONVECTION OVEN (FUTURE) (DOUBLE) 115 1 7,1 a CONNECT TO BUILDING FIRE ALARM SYSTEM. 0 JUNCTION BOX IN CEILING SPACE FOR MICROPHONE, STUB F WP 1 1 42 REFRIG (ROLL-IN) 115 1 11 .0 1 1 \ PAN "4H\M " 4HM1-2,4,® 3/4" CONDUIT INTO CEILING SPACE OF TEACHERS PREP. #36. 45 FREEZER (DOUBLE) 115 1 15.2 I- I 4I-f�2-13 15,17 1 I I 1 O 2L 46 48 U CONNECT SHUNT TRIP TO KITCHEN FIRE ALARM SYSTEM. -r 4HM2-2, ,6 4 - 19,21,All # 48 ]CE MAKER 6 BIN � 115 � 1 � � � 9.0 -- pt JUNCTION BOX MOUNTED AT +12'-0" FOR LOUDSPEAKER. PANEL "4HM2" 4HM2-1 4 51 L' J 49 ' TOASTER 208 ' 1 1 2.4 ' ('� - - -- --- ---- - _--.---__.� -J _.- --- M �' _ __ _ 10 PROVIDE NEMA 6--20P RECEPTACLE. l c 52 HOT HOLDING BOX 115 ' 1 1,47 �__ �1 M1-8,10,12 _- j ©2 LIGHT FIXTURE, RECEPTACLE AND SWITCH \�-J - - =- - S3 (ARB. BEVERAGE DISPENSERS c3) 115 1 7 tt LLJ NOT USED LOCATED IN SERVICE PIT. I' ----- - 4HM2- 9,11 54 CARB BEVERAGE PUMP 115 1 20 ACKT L2fv3 _� O 60 VENDING EQUIPMENT 115 1 10,0 o i 12 NOT USED (2) MCA = MINIMUM CIRCUIT AMPS �-""- ` Pool�S ra1NEf 0939 �5C7 u� . 1 o• ans10M v►f� C� G��►�C AL R �� NMl LAN G`�@�1R 8C �lAl>= Ir4'_�MECHUAMCAL ,400M PLAN G�@WC [C� ��Fsrp E2.1 1i$" _ r-m' E2.1 lie' . 1'-m" I —_ I —� _ _L]__ —� 17 17 I XF 17 I 16 I ) cl AJ 13 (- 2= f -3/4-C 14 15 C .. 15 t5 -•-_ p�}9 -- (D -21 t� 4 13 Q 15. -� 15 °M� - 13 - -.`` - - 3[3(8 1 N U� 3/4"C 15 12 I Os -----'rT� 13 S 1 14 5 PANELL"2 CB' -i a O17 '� v - 3 (NEW) 400 L 19 __- I 20 12 2LC8-12,14,18 15 — 13 -- - low I q 12 __ —__ _-_..__2LC8-2� 3 - -- - T 18 13 1 L'6 - 4,6,8,10 ---- --- p S )OK 17 I ---- --- 17 1 2LC8-13,18,17 17 - ---- -- r 1 J -- A --_ - -- - - -- - ;� -- - CA U M 9 _ 11 r 16i - 1� I 2LC8-19,20,2 - o 9 l .__-I_��;_�-._-_- 42 L34 Wp LID �11„'^3lec I OI �' L'J 11 I 7 © i s 35 ©��8 II� -^_� $11 -- LL 6,1C 1 r17 Y07 9 0 Q 17 17 WP � 17 � 1 1 1 1 ® \ O U 9 6 1 10 Q w 3 B — ----- ---- I �- -- _ _- -- � � — a— -- - s _ � _.— — --- B N I SI 2 ` O 7 I- I GFI 19 1 O Q +42" g (M' v 4 I i PANEL "2LCA" 3l =36 2 - - --- 1 d. Q .__. 3 2L 7,9 Q O ' (O Q FF 7 © __ 1111 c 1 I 4QJ O �_ 2LCA-1,3,5 2LCA-2,4,6,19 J �8 1 3/4 C— 21 - /4.0 / \ 1�-3 "C 3/4" --,w/ 5 1 LCK-47„49,51 Q 1 i �/ - 2LCK-42,44,w6 1 1 4 3 l ` _— 1 18 _ 1 13 5� 13 __ 11 0 2 c +24' —�1-------- 1 O } % 5 18 ®C8 ` 1 J ZC 4 I i/ � CC I / � 1--4 CK-21 53 17 2L 55 ,5 18 52 53 9 1 iILE ---oE t 52 2e - i LC -32,34 24 It ) V ...i \�`A 1 Q Z 5 LCI(-1 J � 1Y/_1 2LCK- J17,39 \ i I C S2 21 i 39 J to 34 33 y 29 I 24 22 21 19 41,4�3�4 i ' L —_ x Q 3 _ g 4 +101 OI D 0 I 27 +48 J +1 +fa” +11 V+ I W / ►►..��..II - FE�t� Z T 1. 2 CK 4 11 [_, y� 6 4 +1 10 C -8, ,10; . II i/ , 3 5 4y 2LC - 2 C -89 I r�-I 44 A - c r,N E- --- — 12 I � ZLC -1 2LC -1,3 T �' ►�+ r� a2 CK - + PANEL "2LCK" / Z 45 J CL CK-- 4 --31 33� J � Z z 4 000 � pd 0 MECHANICAL EQUIPMENT LIST -...> 1 ---------- --------- ---- (20 NO, DESCRIPTION VOLTAGE PHASE HP AMPS ---- -------------------------- i ------- ----- - _ , 1 ASU-1 SUPPLY FAN 480 3 10 -L RETURN FAN 480 3 7 1/2 2 ACCU-1 480 3 73MCA 3 ASU-2 SUPPLY FAN 480 3 3 RETURN FAN t 40.0 t 3 1 3/4 4 ACCU-•2 480 3 27MCA "--- 5 ASU-3 SUPPLY FAN 480 3 RETURN FAN 480 3 2 6 ACCU-3 480 3 39.3MCA �+ 1 7 ASU-4 SUPPLY FAN 480 3 3 RETURN FAN 480 3 1 1/2 2 ADDI ff c N PLAN � POWER & VIGNAL 8 ACCU-4 480 3 38MCA �' 1/$' , I'-®' - ------_-' -� 9 ASU-5 480 3 20,6MCA / 10 El 480 ' 3 1 E2o 1 11 ASU-6 480 3 1 1/2 i 'litaza°sw coRaEtt, SURE oRAl 221 INC. PORilAND OREGON 97201 (503f 241_199) w MCA MINIMUM CIRCUIT AMPS CWACT: jmrr ORM PROJECT NO.: 91049 la) 01.1l RD/PHASE 2 a0 70 a0 50 40 s0 20 10 59 OF �(b PA i �► I F THIS DJCUMENT I S LESS 'I 1 I I I I I I I I I I A �I I I I I I I I I I Trlli'11�1111_1 1l l l ll II II I I II II I I III � I � I ISI I � I � I I � 1fi1ISI rJr TSI' I � I � I I � III I � I � I ' f � APRIL 28 11�1994 '> LEGIBLE THAN THIS NOTATION„ � ' r IT IS DUE TO THE QUALITY OF ' No se O,�� THE ORIGINAL DOCUMENT. -- - S L 9L LL 8L L 1bL S '_111 T11,11 i1-11 II IIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII illllllllllllllllllllllllllllUlll 11lllllllllUllll 1 1 II Il Illllllllhlll I 6Q 8p 70 ®0 50 40 30 20 10 � 634] [.695 698 [ a3-►] d36 [ B39 [ 840] [ @41 I i Q EL *Xf 10 OI © 0 O 0 © -- (EXISTING) STING) I IT ATS - SDFLd f i - - - - r XFMR -- 41 46 E E 1 - -- - E - '- — - - r�� l I J lOE _ O J �- J'E I J Ar I J E J - � l.i�'�"�-_-�E�CISTING r Y � 944 A7 �" ©i Q �fi49 EQUIPMENT SDG- DISTRIBUTION =I ISL 711.,1111 I[Cll l r l'1 i i r l i T T7 rI11ILL�'.:11SI1___ y-iLTT7iII 1II1Ili.1 i7lili LI.II 11111If____IZ_1 r71 I 1.1 I Lr l t_ �11 11 if 11 H r -I:.TIIL7DLJi cb J� �U Ll[JLJLJ LJ LJ 11 U Ll U LJ LJ LJ U � ®L� U ��L. Ir'L i �JTUU�Cb�lL JUOQ�VU '�f`y30 `91PrP� 2 /0 11DIM. A, , UPDATE ALL LABELS IN ACCORDANCE O B23 WITH SPECIFICATIONS. VERIFY LOADS SERVED. PANEL "B --_ - (EXISTING — lJ -- ---- w 572 _ d28 I C�®4a] �z2] - - B25 © w i �?4 D54 L L � v - _ -- -- _ _ _-- ___-- -____ �___ elm Q erg ] ele 1 \en] 1 \ " b \ IF 62'1 d4 t _ [ 3 __p321 ] \ CD ID 0 c All a Ifg J j . RELOCATE PANELANEL� PANLL " P" (EXISTING) TXI (EXISTING)PANEL ( ING) i O AJ` Aj P(�FAD-> NESS5 "]A "- - \H x3a0Qi JITLTTTTTTIlITTfITIIIA ? 17711111111011113=1C E (EXISTING)"['­r_L_� (EXISTING) I PxSTING Nx� "A3" "A3CE LOW) v A3AT r\ PANEL ISTI G) PANEL Q PANEL (EXISTING) -A-1 2- (EXISTING) . 909 ^ O Q O AI3 O O 18 16 110 708 0 "- "4p4 -PANEL "4 _ 0 " —_.. ._. _... � r (EXISTING) — Ell h. A9 � [i'I I - o O O E O Q 921 O E I--= - =t� A b PANEL "CN" 7®� YZZ J (EXISTING) 2 --- - ---- - -- _ J PANEL "4 z ------ 0 _ -Ymb [905] 904 (EXISTING) Y, �. ►.�7 O � In T CD In PANEL - Y03� u Q Y (EXISTING) I [-Y SrjJ T. PANEL "B" -. J (CLASSROOM Y26 L Y2J OI © g © a (EXISTING FOOADBRANGES) .J - - F11, — - O --- -- - _. .-- -- -- --- ------ ---- --- - --- -- u I] I -- J PANEL "XA" [ YW Q Oj [� - r--� --- ( _ (EXISTING) r-•I E F z 6 I I r7� �-T_ PANEL "Xr' r 7D2 P -© —r— -- - ►..T� P L A3 I EXISTING) I�.� - +_ ---- -- - �y j.- -- - - _ FY-3175 PANEL "H1" - _____ —. __ _ _ 10 (EXISTING) B XI4 PANEL "2LA7 I� - t QI (EXISTING) Q rx�er I PANEL "E" © 31 Y63 r� E (�t 6 Y30 Y © C) -L-- - PANEL "SDA _ ___ xi2] j (EXISTING) res (D g T E2.2 (EXISTING)O p - ) ® r-68 '�' Q W _ _ PANEL 'C" I .. n .. _ g - ^l PANEL "XB" Xlb�l res ( .. TING) _i r, cii==�.. .7.. -.q �� x J1__pI 1_1� -A. Vy7 �II�IIII 7 w O —(E> IIN� J� - -- - - _ '---- - -E};IS f—L17II®_-- - LT - _ - _ T--- J J e _- J J _0 J J �iO+ � , 9 Oj ♦bl T6 '� O Y'12 — 70 PANEL * r�r V CA Y I/ "A1" 6 g F,t" " I - - [_Y33 D -PANEL "D" r I -.----. a" - -MOB (EXISTING) PANEL "G" I J h Ah Y3a J \ \ 7 ] L _I (EXISTING) F W 982- ELECTRICAL �-Nom---� VAULT C.T. SECTION -- tO - J J "Ai" "At" J J ] ' a - I1. - Imo^^: x c a + 01 z ANEL N' (Ext£TING) I also \ \ 0- ---------{�--- - E3 I Y 85] \ \ \ 0 U °` ��1J ���JU UPPER LEVEL 'l� e I� ER, ��C,►1 AL �,��i� =2 2 I' = IFS" - ?J' E2e2 �_' 1 JAMES D. rRAHPM h ASSOC., INC. 2629 SW COHRETT, SUITE 221 POMLAND, OREGON 97201 (503) 241-1993 CONTACT. JANET BR0'M PROJECT NO.; 61049 DLII IJF+M RO/FEIASE 2 80 TO 80 50 40 30 20 10 - hU OF bh IF THIS DOCIMCNIS LESS LII1 IIIIIjr\I �IV } t1 I \ Ilr��11II IIIIilIIill(1I1I 1I ilil� iIIJill Ii�iI I1I( rIT f CLTHAN THIS APRIL 1994 ITIS CU 1lQUALITY OF Vv0 No 35 8,���••. THE ORIGINAL DOCUMENT. 8 86 L 9Z Z IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII !III IIII IIII IIItI ZI1IIIII 6 IIIII IIIITIII1 1 bIIIII£ III 9 I I 4 lilllll Ill im•`3"� F 1 IIIIIIIII llllillllWll�llllllllllllll uillllllll W1llW �Ilit IIIIINI►i P ep 50 40 30 ?.0 0Q so 70 n 1 ' i a� � 8N re 939`1 cva� �� (y 3 �o b 0 V j F'S U GAP � o 2 � � � z 0 0 n LOGS PLAN n KIITCHEN REMODEL � ti --- --7 0 Y) a 8 I cli e W c 2291 'T U H ~+ w xN ----— GW U G6m 3 a YuF G49 In C48� G48.4 4 G42 �4� C44 r 7, OO Coro G4'1 Y::.� —__ - ® ® O (D 0 O V 1 �� �____� _ .-.. Z ITYPI - I`FJ f 2 _l L�� — �L �b -- — '� --- ti.... tr—� — -E — \ -- — L J I J J O \ J I J 1 J I J `Tt J Ct) �$ J U od _ E E ►�r � � Q E 0 "�E li'37�T rm-:ZT1IlI.11I L1� � Z -- r T LLh a o —117TI3_t u i 1 f 1 T I��LT LT.LI��n-r1��rrt � � G51 0 a — G52 x O i O cnW J PARTIIAL LOWER LEVEL PLAN p POWER _.SS' GG 1AL & UC HTI]N -- �1Y _ A O J O ac 4. a., y L�J - - - �t CONNECT TO EXISTING LIGHTING CIRCUIT, RELOCATE EXISTING FIXTURES. PROVIDE NEW HIGH IMPACT PRISMATIC LENS (.375- THICK) TO MAtCH TYPE "A3". PROVIDE ADDITIONAL NEW "AS FIXTURES o O AS REQUIRED, REFER TO ARCHITECTURAL REFLECTED I CEILING PLAN. I I_ Ell JAMES D. GRAHAM & ASSOC., ff2^•`��V// .INC. 7828 SW CORBETT, SUITE 221 SVVJ PnRTLAND, OREGON 97201 (503) 241-1993 CONTACT: JANET BROSH PROJECT NO.: 91049 "11I 'SW o IFrHmi R-D/PHASF-' 2 80 70 80 60 4p 30 Qp 10 61 CIF 66 N fll IIll �ill 1III III I III IIII 1III I..I_I�I�II.�III 1ILLI f(I I_.II I_II�I II I 11111 111{T1f III{III I III I III I III I I III I 11.I III I I III�II'I�ilII bIlI'll Ililllllll �II-�I �III I III LI I�' APRIL 28 ..ril'1994 -EG IDLE THAN THIS NOTATION, i 11 —TF THIS DOCUMENT IS LESS . i°Yd,F-4�hle + IT IS DUE TO THE QUALITY OF �_.__. __-___-- No,3e dD'._.�.. a,.-»M,u�, •:;-+ THE ORIGINAL DOCUMENT. — (--- 1 t9i, L 9LL�Z9Z ti , EZ vIZ L f!ILi 9 4tyi EI Z�I 1 I1 II�� i 6 8 II 16 9 II 4 ' E IZ �I'1I 111 IIIII111 111{11111,111�l1illi�I111I1111 Ilil 1111�II I iI Illi III1I1111111111111111111111 Hlllll 11111111i[7111 lii1111ii11II III1 IIU Il111111111 ll IItIIIIIIIIIIIIIIIIII�IIIIIIilllllll IILIIIIIIII171-11111-1II�IIII III hl� 6 �1r ti ®o so 70 80 Go 40 so 20 10 U G5'1 - G48A� G49 _ G42 1 „44 I G451 -- fs p UK G40 --- — -- ❑ n SII. r_.i ❑ I w ^ - ---- — [G52 o \a o W � G-_ N LD55 � x I 1 � � o � T � E- O � U W ca W cr O j' w LL � � 1 LL -- I l L C�«�WI (� LEVEL�, G�,AN REMODEL AREAS L ----- —- AMES D GRAHAM k ASSOC., RIG.-- E2A 2828 SW CORBETT. SVI1E 171 PORTLAND, OREGON 97201 (503) 241-1993 CONTACT: JANET BROSH PROJECT NO.: 910" 70 so 5U 40 ,. sa 20 to — `_i4�} (.1ti It�HfF`+iM1 F'I}/1='t{ta�E 2 80 62 OF 66 Wti.. M ,.• Rr x I IF THIS DOCUMENT Ic,...LESSD'' �lli�� r�r{r� rTrirn rIrlr�r r�rl1 r 1�1I1�r1r�rirJrl1�� i�i��� �IAPRIL 2l3 I X94 g� p� 11 1ZLHGIBLE 'THAN 'THIS NOTATION, - I - ._I -- ---_—IT IS DUE TO '1'tIE 'UAI,I'I'Y ON' __ - x, THE ORIGINAL 1)0CUMEN7'., T _ _ _____ __�.�._,._-III --_.___._.__-__ - ilii iiiihiii i�iiliiii iiiiiiiiiliiiiliii i�li�Hiiilli�II III lu�i iii,,,11 ,iil��u iiiiluu ii��{�iQ i�i�l�iiii`���liiu i�i�iuu iui►�ui�u i`j>lu«uu ',�> ` ' iiia i��i�ii A 00 80 70 a0 50 40 S0 20 0 10 0 21 - - -- --------- _ - Ji 1 7 'A1• E5.2 �1�, O Q2 20 R C5� 1 Al T— A1^ J .A�. (� r-- �r--- — -- 2 / �2� 20 B J - 0 PRO 21 - 'Al" E *Al. Al' -- - - ' ..1 / ELOCATEJ 8938 t+l 20 3 7 I - J - 1_ -1�TZCI'lTI�-_ - - - 17�LI17IZ_I L 20 E$. f Al _� C_1 U _1 ] RELOCATEr Al"23 7 L 'Al' !4 20 I E5.2 Z _ Al" 20 --------, - — – — .. IF--�V----�I Ir-----11 n i 20 0 CORRIDOR 2x rj Q XF N �e 2J: AN__.Uffi 5 NIGI11_CQRR1ID001q W I N y C COO H-5 MPUT � ROOM_ PLAN, L C ILA 71IN0 E2,4 tie' . I' . m' _ V. 9 hit M0 . U c ra o a w v H PANEL "D1" WITH r, TRANSFORMER W MOUNTED ABOVE, �7 N 15 t3 c7 4 � L.+4 �- T D1-13 — J — 8 02--15.17 o2-1e,20 1 �. 28 PANEL "A" 2lCA-29 31 (EXISTING) l PANEL "B" fr�OrO N. (EXISTING) L�R�JIf�'TI]I IG P.I�II �y-• TIEC ED. IS -I� J PANEL "C" _ - . - © TECH, ED— �' - --- 23 25 4 25 J 2 SECTIONS) - G55] l i (EXISTING) G56 - e 2L A-" 'S >--� SDC G51 21, 3,2 t 9 #1 (EXISTING) n�- O 4 -- 25 - 4 25 3,25,2 �.JI , D -25 _ ►= 1 2 —1 32 19 D1-6,8 N4 N4 _ © 4 J _ t I r r .� C 19 � p2 14,16 2 D2-10,12 24 25 28 � 32 I F] D 15 2LCA-810_ J P3 N4 N4 131 719 28 _ — / I J J— -- 31 wP 33 + I I D1-2,4 Z5U1 (,H 02-2,a 2-22,24,28 3 C� _ 5 F W L_Q J /4 I 2 2LCA-13,15,17,19 410 - � --- � 02-1 WP 31 I U 2 D2_1 15 f D1-10,12 • D2-9,a1 D2- ,5,7 ►r-Z•,i i�4 PANEL "D2"— 7 -- � 11--+F----a1 r---�I x �-7 D-5,7 9 11 3 I s� -.---..._._. I �LL -- - l-__I -_ _ o D-9,11 0 — 008 � -- - I�_— _ --- _ ----- -- --_ — -� c w -j POWER_ - ---- - c(m)ULF�.0.1FED-1. � � � ��� � ( �� \ g �1�� © Jf "A" RMC OMNII 00MPLAIN '�� WR MAL nj4 ►� o E2.4 ve • I� - ®� - - �% w NOTES ,1,' U O1 PROVIDE SERIES 2000 TWO CIRCUIT PLUGMOLD WITH SINGLE RECEPTACLES 24" ON 16 ADOVASUAL SIGNAL FIRE EBALLALRM DEVICES TO FURRED OUT WALL, ©9 INSTALL NEW 20A, 1 POLE CIRCUIT BREAKER IN AVAILABLE SPACE. -e CENTERS. 3U0 ACCU-7A, 4@GJ, 3 PHASE, 14.3 MINIMUM CIRCUIT AMPS. ® PROVIDE11NECESSARYY SUPPOCTRIC TYPE LW RTING G HARDWARE SERVICE END FEEDNBCA 3 WIRE RUSWAY OXDING 1 © RELOCATE CLOCK WITH WIRE GUARD FROM DRAFTING AREA, Q ACCU-78, 480V, 3 PHASE, 19 FULL LOAD AMPS. SLOT CLOSURES, 5 #LWRPB RECEPTACLE PLUG AND #LWTRPB1® PROVIDE 12 ROUND CLOCK TO MATCH EXISTING. CONNECT TO TERMINAL/RECEPTACLE PLUG AS REQUIRED, MOUNT WITH BOTTOM AT MASTER CLOCK SYSTEM, MANUFACTURER: CINCINNATI © INSTALL A, 3 POLE CIRCUIT BREAKER IN AVAILABLE SPACE IN 19 +12'-0" A.F.F. REMOVE ALL EXISTING SURFACE MOUNTED RACEWAY NOT REQUIRED FOR JOINTER, 120V, 3/4HP. NEW WORK INCLUDING RACEWAYS ABOVE NEW CEILING. 133 INSTALL 40A, 3 POLE CIRCUIT BREAKER IN AVAILABLE SPACE IN O4 PLANER, 208V, 3 PHASE, 3HP. CENTER LAMP SHALL BE ON EMERGENCY POWER. PANEL "C". DISCONNECT FOR DEMOLITION. REINSTALL ON FURRED WALL AND �5 NOT USED. RECONNECT. 7 © CONSTRUCTION TABLE SAW, 120V, 1-1/2HP. CONNECT TO BUSWAY DISCONNECT AND REMOVE ALL EXISTING LIGHTING FIXTURES, WITH 30A FUSIBLE TAP BOX, REMOVE CONDUCTORS AND ALL EXPOSED RACEWAYS. O7 DISK SANDER, 120V 1/2HP, CONNECT TO BUSWAY. ® CONNECT TO EXISTING 20A 1 POLE CIRCUIT BREAKER MADE DRILLPRESS, 120V, 3/4HP. AVAILABLE DURING DEMOLITION. ® PROVIDE WIREMOLD #25TP TELE-POWER POLE WITH 2 DUPLEX U9 SCROLL SAW, 120V, 1/3HP. RECEPTACLES ON SEPARATE CIRCUITS, ROUTER, 120V, 1/2HP, CONNECT TO BUSWAY, PROVIDE WIREMOLD #ME PLUG STRIP WITH POWER CORD. ATTACH TO DESK/TABLE. PLUG STRIP INTO ADJACENT STRIP. PLUG STRIP 11 BANDSAW, 120V, 1/2 HP, ADJACENT TO POWER POLE INTO POWER POLE. STRAP EXCESS WIRE TO DESK. PLUG NO MORE THAN THREE PLUG STRIPS PER DUPLEX 12 HORIZONTAL BAND SAW, 120V, 1-1/2HP. RECEPTACLE. 13 WELDER, 208V, 1 PHASE, 26A, 35% DUTY CYCLE. © PROVIDE SERIES 2000 TWO CIRCUIT PLUGMOLD TYPE GBA WITH SINGLE RECEPTACLES le ON CENTER. 14 PROVIDE RED MUSHROOM HEAD PUSHBUTTON WITH SINGLE GANG PLATE. E2 * 5 CONNECT TO SHUNT TRIP OF MAIN BREAKER FOR PANEL "D2", © VERIFY REQUIREMENTS FOR ALL SHOP EQUIPMENT WITH OWNER PRIOR LABEL "EMERGENCY STOP". SQUARE D CLASS 9001. TO ROUGH-IN. MAKE ANY ADJUSTMENT TO OVERCURRENT PROTECTION JAMES e. REI � Assoc., CO ie2e sw croROETT, su1rE 221 AND CONDUCTOR SIZE REQUIRED, 15 METAL LATHE. 120V 1/2HP• ® POR U0 OREOON 97201 ASU--7A, 48OV• 3 PHASE, 1HP. (suaj 2ET FIROa CONTACT: JANET BR09N I,I PROJECT No.: 91049 Dl IRI i(Alh F-D/PHASE 2- 80 70 e0 60 40 30 20 10 -- OF 66 ..,,„-.,,w�;rc...es?E'bnlR�lr'aanar.....:............aw�rareemtn.wr+.enw�e�.■,r...,mm..., ,. ,,;. >,.,r..rctr[neu;mn:., �,► ....,...»... —_....,,_...,r.r.. ...- _..... .. ... ...._.._....__.. .... ._....... ry..,...:..,.,narnn.n,,,_,..,._,�,P.^K......:,__... ... ..,........._,...»ww . „ IF T1114 DOCUMENT I1[ffl(f�lIifl1II IIIIII III II IIIIIII IIIII I 4 lIIIlIrTl II � _ IIIl I {}, iyI1111.1111' do 'I ;GIjfE THAN THIS NOTATION, T '6T__ 121APRILIL0 19g TO HE QUALITY OF No3 IT )UE I •���•• .pzMaallY etv TIIE ORIC;INAI. 130CUMENT. -- 8 Z 8Z LZ fFZ z 6 S Z IT, OZ 8I 8T LT T 9T 4T T ZT TT��I��� T 6 19 L 8 I 4 4 IE Z T�uue 1 4 IIII III1I1111 IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII VIII►III IIII�IIII IIII IIIIIII►VIII► IIII IIII IIII IIII IIIIIIIII IIIIIII IIIIIIIII IIIIIIIII ►III IIII I►IIIIIII[[111111.{ ll►llll lllllllllllUllullilLilllll�Iilllllll ill�llllfllll[Illl 1111 IIII,IIII�NII M 0o 8o 70 so 50 40 00 I 20 10 0 Ft' _ - — _ - --� --- "F1' Fl "F1' F1 E 0 0 _z. 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NQ MOUNT FIXTURES WITH BOTTOM AT 8'-0" A.F,F, E3.1 118' �■ I" - �' �Ji� �UI IL II �2 CENTER LAMP(S) ON EMERGENCY POWER. FLUSH MOUNT IN WALL. O CONNECT VIA EXTERIOR LIGHTING CONTROLS. JAMES D. GRAHAM A ASSOC_ INC. E391 REUSE EXISTING 20A, 1 POLE CIRCUIT BREAKERS 2828 SW CORBETT, SUITT 221 PORTLAND, OREGON 97201 MADE AVAILABLE DURING DEMOLITION. (s03) 241-1993 CONTACT: JANrT BROSH r ..QUI nIIFHFaII F:R/FHr15E 2 $� h4 OF hb ' 1*9 e0 60 �0 . .EC, NO.: 91049 :ra»wr.,»o".".w»rw.awa.p.•au✓`"»w ,wlr-- arm+"- .., / « I F T11I4 DOCUMENT TS ;,ESS +I I III III III III III III III ! III III III f 1T 1 7 T1T r11 I I1 f111 I I'I I I I I II111 jT 11 III III III III III III III III III III I I l l l l l i l l l l l l I ! III 1 1111 11 III Ili ,III I �-- � 1- 3 1 I —I-- -7 8 1�L- - 111 �7 LEGIBLE THAN THIS NUTATION, I 11 - I I 1 3 7(� I J I 16 I I I I I I I I I l�l APRIL- c_�.2 � 9 U 4 --- - � IT IS DUE 'I'O THE QIIAI,T'1'Y OF � No 36 Ip'�!.r_,-. THE ORIGTNAL DOCUMENT. — -�Iiitiiililiit,5-11011111 — — -- ---- - ---- -- - ---- - 15 Flo $ Z Z Z iZ OZ 8I 8I LT 9i 4[ { [ Ei ZI ill i 6 I��un , IIII IIII�IIII IIII IIIIIIIIII�IIII 111111111 IIIIIIill IIII IIII IIII 1111 IIII I11111"II IIII IIII1-II Illllltll II IIII IIII IIII illi III!I1til11 ,11l ll ' 11161111 II llll�lullllll I flu l�Ll I Illlll�llllillll IIII !II!INII� 0 r, 60 80 70 80 50 40 30 20 10 U 201 4AA 4S 2S 2SA 2AA OE 1 PUMP E E E E E CUH PUMP I 3KW 1 1 2 CHILLER 480 8 '`^'-^-'25KVA 'i�.J 'i.rJ 50KVA 480A I I I mm 120/2j8 I I I I I I 717 1 1 I , O EXISTING tIENT PORTION OF FROM ONE-LINE AS BUIILT RECORDDRAWIG WASDETERMINED S 1 1 11 I I AND SITE VISITS AND MAY CONTAIN ERRORS. I I I I I O INTERCEPT EXISTING FEEDERS AND EXTEND TO NEW I 1__111 __ _ _ _ r __ _1-- - -J- -1 _ --L � _ _ - -- - �-- � MAIN DISTRIBUTION BOARD. NEW DISTRIBUTION EQUIPMENT TO REPLACE EXISTING BUS 1 I I 01 GUTTER, REFER TO SPECIFICATIONS FOR SHUT DAWN PROCEEDURES. 50/315/3 15/3 ( 0/3 00/3 25/3 1 (k13 90/3 100/3 150/3 100/3 1_4 I- - - - - -- - ----t--- --- - ------ - - _l L - - - ---- - --- -- ----- - - - - -- - - --U SDA SDB DISCONNECTED— ���� ,P oFf�!/ NO LONGER IN USE 1 VS *G EF,p O 8939 I � 10 10 10 10 PANEL PANEL PANEL PANEL 1 '+(r 30 '. M N 0 P Q GAP 0 1 I KE 2 2 30 125 125 200 ? I I NO NEUTRAL 4 4225 4 4 ? r- - - - -- - --- - - --� 225 225 � r 1 N 1 RO (3) 25KVA I 480V PRI BS 8R I 4P-3 L2 n WIRE GUTTER I 240V 10 SEC I H E E �Q I E E 10? 10 10? 10? 10 10 10 10 10 30 I I I 1 I I L I I I S. NO. 1 � 230V 30 230V 30 L_ I L J L ^ ^ J 1 ' n A FAN NAME Lol B C D E G F SHOP GUTTER BOILER RM. GUTTER- PANEL PANEL PhNEL SHOP GUTTER I 1 I 00 R2 R1 K2 K1 B2 B1 BK I P2 L1 I r E RANGESPHYS. ED. MUSIC CONDENSATE 0 _ _ _ _ o J 0 _ __ o _ I0 Q 0 I Q J QE Q O RM. O PUMP 1 Q E E ^ _[--@ ^ E E I E — �" E I 0 `T 2HP 1/2HP 2HP 1/2HP 1/2HP 1 85KVA L 100KVA O C O 1 I I I I0 80 70 70 40 30 30 I 25KVA i \ ' 25KVA � � 50KVA v�Jv I �a� 37.5KVA ��A� 37.5KVA .,...l r.� 37,5KVA 1 _ -�O�LP-- J 100 100 50 �] � � Ly 9 I I Y-Y 3a'"A I L _Y-Y _ __ � 1_-- --Y30-Y ---- J 3 I `'-1 -�20KVA 1 I 1 I/ 1 b I I I I 1 I 50KVA 75KVA I ( Y-Y I r GYMNASIUM P�1 1 10240 I I I I 3p (-- -I-- J I I I 20KVA BUILDING r '� 0 I 1 1 I I i I `-t-37.5KVA - -- - - �ti ti-- - - - --) I 1 1 15 40 1 I I `- — — — —. — J 1 480 240V 30 SEC I i 1 1 i 1 1 I 37.5KVA--t-- 37.5KVA 37.5KVA 130 0 50 I 70 I so 1 so so so so - - 1 4 I I I 1 I�I QTI II nTI I I I I1� I Q 5HP 50/2 90 30 15WIE GUTR WIRE GUTTER 100 100 100 100 100 FAN W0 ,oD 50 50y Q I 1 I I 1 a I I I I I I I I 130 I I %��37.51<VA _ PULL BOX PB90 PB — — PB — -- — — PB PB 100 I I I x x � L - - - � - - PB - - '-0 PB 4 I 30 r----- --------- ---- - - -- -- -I- - -- - --- -- --- - ----- -- - --- ---------- - - - -- - - - --- - -------------- ---- --- ---- - -- -- ------ -- --- --- - 1 SPARE 1 200 15040 175 pp 400/3 200 2 0 00 400/3 350/3 275/3 150/3 1 p 00 6 480V 30 I I 480/277V 3PHASE 4W 1200A -- - ---- ----- - ---- - - -- - - - - -- - -- - - --- ---1952 SECTION - - - --- - 1966 SECTION- - - -- --- --- -- - -- -- - rZi --- -- - -- ----- - - - - - - �r 2LCK 2LAC 2LAB �.... 5 1 O O 2 1/2% C �-•i POi�TABLE x CLA£SRLE 1 4GND 1 1/4"C 1 1/4"C �_ E� PANE'_ 1 1�BGND 144 8GND e--, TICK 75KVA 4806- 120/20BY _ 1 r-N— — — — — — — �'z�o�, jfObA (5) PORTABLE 1 1/2"C 10 (p 80/3 �0 80/3 SPACES PAOCE I O 1 1:6GND I I I I I I 1-� = CLASSROOM � — -- - --- — PNLS �� 1 (0 350/ - - -120/208V,3PH_4W, 400A B_USJ O U D 1 D2- 1 I SDG PANELBOARD V� W INVERT PANEL PANEL PANEL 4HM1 4HM2 4HC L_ _— _ _J CONSTRUCTION LOAD SUMMARYDIM SYS A C B 120/ N 2 1 2"C N 1 Q ``J 4 100M M EXISTING PEAK LOAD 672 KW ►y�.i-+ E-+ U a a'U 1�1/OGND ACCORDING TO a a b o c 1008ybc 'rC1 6GND I — P,G.E. RECORDS c 1 4 25oMCrd 112.5KVA d Z C MCC \ / 1 2GND I 2 ,/2"C 2"C 1 1/4"C 480A- 120/208Y NEW CONNECTED LOADS w J Q \ I / 75KVA a 4/0 a ,/0 4 6 2"C AIR CONDITIONING 115.2 KW E� oC I V 4804k- 120/208Y 1 4GND 1 6GND 1 10GND 3 2/p FANS AND PUMPS 60.3 KW Q 0 8 /' /. / " /. 1 KITCHEN EQUIP. 55.8 KW ►•� I ( 70/3 70/3 70/3 70/3 125/3 I I I , 6GND D Q I uL ------ - - --- - - - - - - - - LIGHTING 29.0 KW �►�r1 _ ACCO-1 �' � t � � 50KVA 112.5KVA 1 1/2"C ►.�.r 1 I 4800 3 I � — — � RECEPTACLES AND MISC 152.3 KW p � Q 1 I (1)400A (2)200A , — .Y I .L 7 L �I_ J 1 I 110/208Y _ _ 1{6GND SPACE SPACES / 225/3 / 1r0/3 50/3 175/3 ` - [--� 400A I 120/208V 3PH 4W E — ——I— — — —— ——— —— — \ \ c W L - - - - - -- �J r - - - - - I ( I TOTAL 1085,2 KW = 1306AO 'N� V z r - - - - I CONDENS. 1 I 1 480V 3PH, s� r•r r 1 I /�� I I /` /�� /�� I UNIT , 277/480V 3PH aW 800A BUS ( 80/3 J >` 1 400/3 ,70/3 ','400/3 X100/3 �. AO I I I I � 150/3 12.x/3 1 L _J , I � 1/4"C 0 z 30 EDF � 1 30 1 12.5KVA�.A,. — � (2)3 1/2 277/480V 3PH 4W 800A 1 ( "C 480V 1 4GND 120/208YI r------ --- - -- ----- ---•--- - I 1 1/OGND XB XA r DISTRIBUTION EQUIPMENT SDC EMERG. EMERG. 1 1 350 100 125 OI 1 L X150/31 I ��SCO/3 i TECH, ED. AREA NEW I I E E ATSA ( 4 4 4"C 0_ GENSET I 400/3 100/3 7.00/3 I L - - 1 4GND J 2 1-- O- - -- - - - - - - - - -- - - �- � - - - - - - - - - -- - - - -- -- - - - - - --- ]�L _ _ - _ �2 2 .vni7 1/2KVA `�wv7 1/2KVA 1 1l4"C �. 8• I 1 - - -- -1 25 25 4 4 L. - - - -- - ---- --- - - - - -- - -- - - -- -J I 800A 400A I 1�4GND MDA I /800/3 150/3 800/3 SPACE SPACE �` 300/3 `1200/3/`800/3 1 50 50 7 — — XF 7 (THEATER BUILDING) _ - - _ -- _- _ - - - - -277/480V 3PH 4W 2000A BUS - - _MDB_- - - - - _ - -- ^- -_-- _- - P-3 -�NEPB GFP ..N2000/31 O N NEW EQUIPMENT 1a X2 XE EXISTING EQUIPMENT _ � I ° CONE—UNE DIAGRAM L_ _J 2KVA 20/1 (� -- GYM PAD MOUNT 277- >-' NO 5G,4L__ TRANSFORMER 2KVA (EXIST,NG) 120/240 277- -1 1 120/240 JAMES C. GRAHAM h ASSOC., INC. 1 J SW CORBEII, SUITE XC XD 828 ASSOC., OREGON 9 20121 J • 5 (403) 241-1903 O@ CONTACT: JANET RROSH PLOT ISCAL 0'1"40 GYM CLRMS PROJECT NO,: 91040 fit-IRI-1011 RD/F'I Ira aE 2 80 70 60 ;aU 40 30 20 10 -- .,F OF 66 _ .._.•._.......-.„,�,-...w an +�•ensfev+IN1'alYenuq�lvtlpNllN�. .,M,. ...t 1 , , .....,.. ..... -. ... ....,,. —._.......... �.«..,,....:.,..,,_ .,_..,,... ....,,..,, _ ..........:..-,�..«,«.,,+rwm,grniMe�.,,,,...T.r.r.-,....M..•,�.�r•.A.k�!.SdX6r,M.ww.n.-.x.. .�.rq«.�.ew"n»...,.......... _..-� I IF THIS DOCUMENT IS LESS 'IfIIIlllll III 111 111'111 III Ili III III I I I f I I TJ fT 1 1 �I I I I I I � II ; T1 1 II II II III11��IIIII III II III I�III I I APRIL 219LEGIBLE THAN THIS NOTAT1014, 1994 IT IS DUE TO THE QUALITY OF y I w rw No.Oe THE ORIGINAL DOCUMENT. - - - -TT--- -- --- — - -_ -- - - - --- - r - LZ 9�9IZ 6�Z S�T, 7Z 11Z O7. 8I 8[ LL 8�I 119� III IIII�IIII ILII ILII ILII ILII illi ILII ILII ILII ILII ILII IIIIIHII Lill IIIIIIIII I111111111 ILII IIIIIIIII ILII ILII Illlllll �' fill fill ilii IlllllillLalll'11111 IIU Il Ilill ll fill IIIIINII 90 g0 70 80 50 40 30 20 10 0 r PANEL: DI 120 208 3 PH 4 W 250 A MAIN BREAKER DESCRIPTION LOAD BKR P CKT 8 BKR P LOAD DESCRIPTION -------------------------------------------------- PLUGMOLD C57 1620 20 1 1 A 2 60 2 9900 BUSWAY ____..-___- -.----------------.--_-.-- -..--_--_---- -------_------_-------.---- ----- -- PLUGMCILD C57 1440 20 1 3 B 4 PANEL: 4HM2 277 480 3 PH 4 W 225 A BUS PLUGMDLD C56 720 20 1 5 C 6 60 2 9900 BUSWAY DESCRIPTION LOAD BKR P CKT Tf BKR P LOAD DESCRIPTION PLUGMULD C56 720 20 1 7 A 8 -------------------------------------------- ----------------------------------- PLUGMOLD C56 900 20 1 9 B 10 60 2 9900 BUSWAY ASU-2 SLIPPY & RETURN 5152 20 3 1 0, 2 20 3 6144 ASU-4 SUPPLY & RETURN P--C56, _D 756 900 20 1 11 C 12 ______ H 4 FIXTURE LIST SYMBOL LIST R--056, C57 900 20 i l'3 A 14 SPACE 5 C 6 ------------------------- ----------------------- X R 180 20 1 15 C 16 SPACE ACCO-2 17949 40 3 I A 8 60 3 25428 AC'CU-4 "A" 2'X4' FOUR LAMP RECESSED FLUORESCENT, STEEL HOUSING, FLUSH SPARE 20 1 17 C 18 SPACE --------------------.___- 9 B 10 ALUMINUM DOOR WITH STEEL HINGE, N12 PRISMATIC VIRGIN ACRYLIC SPARE 2G 1 19 A 20 SPACE 11 7 12 ___ LENS, T12 LAMPS. I_� SURFACE LIGHT FIXTURE � ------------------------ ---_----------------- SPARE 20 1 21 B 22 SPACE ASU-3 SUPPLY FAN 6316 20 3 13 A 14 20 l 444 L.-Mk CH RM _________________ T SPAREc 0 1 23 C 24 SPACE ______ 15 B '.6 20 1 SPARE LITHONIA N2SP G 440 0 RECESSED LIGHF FIXTURE PANEL D2 64212 200 3 25 A cc^6 SPACE _________ _______ _____ 17 C 18 201 SPARE -- G� WALL MOUNTED LIGHT FIXTURE ------------------------ 2 SPACE ASU-3 RETURN FAN 2825 20 3 19 A 0 SPACE "A1" SAME AS TYPE "A EXCEPT 3 THREE LAMP. -------------..____----__ 29 C -- SPACE _---.-------------------- 21 B 22 SPACE -----------------------------------------------___ _._._...__._______________________ 101292 WATTS 281 AMPS 23 124 SPACE LITHONIA N2SP G 340 � EXIT LIGHT - CEILING MOUNTED ACCO-3 23434 50 3 25 A 26 SPACE WALL. MOUNTED .X17 LIGHT -------------------------------------------------------- ---------------------- ---------- 27 B 28 SPACE "Al' SAME AS TYPE „A" EXCEPT 2 LAMP. -------------- 29 C 30 SPACE °CJ D SPACE 33 B 34 SPACE F1 POLE TOP MOUNTED LIGHT FIXTURE POLE MOUNTED LIGHT FIXTURE DESCRIPTION LOAD BKR P CKT M BKR P LOAD DESCRIPTION SPACE 31 A 32 SPACE LITHONIA N2SP G 240 --------------------�--------------------------------------------------------------------------------------------------------------- PANED2 120 208 3 PH 4 W 200 A SHUNT TRIP MAIN BREAKER SPACE 35 C 36 SPACE "A.3" SAME AS TYPE "A EXCEPT WITH ,375" THICK PRISMATIC HIGH ------------------------------------------- .____________________________________ �� PROfFSfj SPACE 37 A 38 SPACE IMPACT ACRYLIC LEN, TWO LAMP. -� SURFACE OR RECESSED FLANGE FLUORESCENT LIGHT FIX'JRE - . _ . CPACE 39 D 40 SPACE F'-� FLUORESCENT STRIP LIGHT FIXTURE JOINTER ---------------------- 1656 ?5 1 I A 2 60 2 9900 BUSWAY R-SCROLL SAW 884 20 1 3 B 4 SPACE 41 C 42 SPACE LITHONIA i12SP G 240 4� E A y a2\S �G L 893939 r R-SCROLL SAW 884 20 1 5 C 6 60 2 9900 BUSWAY 87697 WATTS 105 AMPS "B" 1'X4' TWO IAMP RECESSED FLUORESCENT, STEEL HOUSING, FLUSH WALL MOUNTED FLUORESCENT LIGHT FIXTURE h f -MI E BOX 884 20 1 7 A 8 --------------------------- _______._________________________________._..._____________________ _________________ ALUMINUM DOOR WITH STEEL H',NGE, N12 PRISMATIC VIRGIN ACRYLIC - RECESSED FLUORESCENT LIGHT FIXTURE R-BAND SAW 1176 20 1 9 B 10 60 2 5900 BUSWAY LENS, T12 LAMPS. 1� HORIZONTAL SAW 884 20 1 11 C 12 $ SINGLE POLE SWITCH y ✓GYY 3p 19 ZP -----------------_---__- LIT iOMIA NSP G 240 HORIZONTAL HAND SAW 1000 20 1 13 A 14 60 2 9900 BUSWAY $2 TWO POLE SWFTCH FS D GAP R-GLUE TABLE 1000 20 1 15 B 16 ______--_-_______________ "B1" SAME AS TYPE "8" EXCEPT FLANGE MOUNT, R-METAL LATHE 1176 20 1 11 C 18 40 2 5400 WELDER R-GRINDER 884 20 1 19 A 20 ________________ _ ---------------------------------------------------------------- ---------------- $3 3 - WAY SWITCH R-GRINDER 884 20 1 21 B 22 20 3 3960 PLANER PANED 4HC 277 480 3 PH 4 W 100 A bUS LITHONIA NSP F 240 R-GRINDER 884 20 1 23 C 24 _______________--_-___-_- - - DESCRIPTION_ - - -LOAD _BKR-P CKT # - BKR P LOAD ---_ DESCRIPTION-_-- $K KEY SWITCH - 2 PLUE 2 DRILL PRESS 1656 25 1 25 A 26 "G" H" DIAMETER X 44" HIGH METAL HALIDE BOLLARD, EXTRUDED SPACE 27 B 28 SPACE - L- 3392 20 1 1 A 2 20 1 2548 L-COMMaNS ALUMINUM HOUSING DIECAST ALUMINUM LOUVER, 10DW METAL HALIDE DUPLEX RECEPTACLE SPACE 29 C 30 SPACE L- 3960 20 l 3 B 4 20 1 2114 I_-COMMONS LAMP. f1 SPACE 31 A 32 SPACE L- 3451 20 1 `i C 6 20 1 1666 L-COMMONS DUPLEX RECEPTACLE ABOVE COUNTER SPACE 33 B 34 SPACE L- 3263 20 1 7 4 8 20 1 1050 L-EXTERIOR ARCHITECTURAL AREA LIGHTING NALRB SPACE 35 C 36 SPACE SPARE 20 1 9 B 10 20 l 1200 L-PARKING LOTFOUR PLEX RECEPTACLE SPACE 37 A 38 SPACE L-BAND ROOM 4218 20 1 11 C 12 20 1 SPARE "D" 2' X 4' FOUR LAMP SURFACE MOUNTED FLUORESCENT, METAL SIDED 'OUR FLEX RECEPTACLE ABOVE COUNTER 0 SPACE 39 B 40 SPACE SPACE 19 A 14 20 1 SPARE HOUSING WITH WHITE ENAMEL FINISH, N12 PRISMATIC VIRGIN SPACE 41 C 42 SPACE SPACE 15 B 16 20 1 SPARE ACRYLIC LENS, T12 LAMPS. DUPLEX RECEPTACLE, FLUSH IN FLOOR ^ a N ------------------------------------------------------------------------------- SPACE 17 C 18 20 1 SPARE 64212 WATTS 178 AMPS SPACE 19 A 20 SPACE LITHONIA N2M 440 ® SPECIAL rj UTLET TO MATCH EQUIPMENT PLUG r w ---------- --------------------------------------------------------------------- SPACE 21 B 22 SPACE 1p SPACE 23 C 24 SPACE "D1" SAME AS TYPE "D" EXCEPT WITHOUT +'X4' TWO LAMP. SPECIAL OUTLET WITH NEMA CONFIGURATION --------------------------------------- --------------------------------- - ® EQUIPMENT CONNECTION "E" EXIT LIGHT WITH GREEN STENCIL FACE, DIE CAST ALUMINUM Z PANEL CLIA 120 208 3 PH 4 W 100 A BUS 27082 WATTS 32 AMPS HOUSING, DOWN LIGHT, WHITE FINISH, UNIVERSAL MOUNTING, DESCRIPTION LOAD BKR P CKT q BKR P LOAD DESCRIPTION ---`-------"'-"---"`-`-"------"---'------'--------------------------------- CU JUNCTION BOX WITH COVER PLATE C DIRECTIONAL ARROWS AS SHOWN ON PLAN, TWO 5W PL TYPE LAMPS. - •- - --------------------------------------------------------------------- • Lr R-5, 39, 6, 7 1260 20 1 1 A 2 20 1 1080 R-39, 36, 7 MULTI OUTLET ASSEMBLY SIGNATURE F2E SERIES N R-4, 2, 3 1260 20 I 3 B 4 20 1 1260 R-8, 9, 2 W R-3, 1, 30 1260 20 1 5 C 6 20 1 1080 R-8, 10, 9 SURFACE ELECTRICAL PANELBOARD R-39, 40, 41, 38, 37, 36 1260 20 1 7 A 8 20 1 1080 POWER POLE R-41, 42, 34, 35 1260 20 1 9 B 10 20 1 1080 POWER PULE = RECESSED ELECTRICAL PANELBOARD R-MECH RM 900 2U 1 11 C 12 20 1 1080 POWER POLE "F 4' ONE LAMP FLUORESCENT STRIP, STEEL HOUSING WITH WHITE `CL14. BAKED ENAMEL FINISH, T12 LAMP. CJ RELAY O PLUGMDLD 1080 20 1 13 A 14 20 1 1080 POWER POLE TIME SWITCH TS PLUGMEILD 1080 20 1 15 B 16 20 1 1080 POWER POLE LITHONIA NS 140 T 3 PLUGMILD 1080 20 1 17 C 18 20 1 1080 POWER POLE ® " PLUGMPI OLD 1080 2.0 1 21 B 22 28 1 100 GENSET BATTERY CHARGER D 1080 20 1 19 A 20 20 1 600 R-RANK SOUND SYSTEM PHOTu CONTROL PLUGM *F1" SAME AS TYPE "f" EXCEPT 2 LAMP. CHAIN HANG IN AREAS OPEN TO PLUGMdLD 1080 20 1 23 C 24 20 1 600 GENSET BLOCK HEATER STRUCTURE. FAT TRANSFORMER ,f W PLUGMDLD 1080 20 1 25 A 26 20 1 SPARE 0j NON-FUSED DISCONNECT SWITCH PLUGMDLD 1080 20 1 27 B 28 20 1 SPARE LITHONIA NC240 PLUGMOI D 1080 20 1 29 C 30 20 1 SPARE Q� FUSED DISCONNECT Sw'TCH O PLUGMDLD 1780 20 1 31 A 32 SPACE "G" COMPACT FLUC��SCENT RECESSED DOWNRIGHT, PAINT TRIM RING TO N SPACE 33 H 34 SPACE MATCH LAMPS, CEILING, �. EAR ALZAK REFLECTOR TWO F26DTT PL TYPE MAGNETIC STARTER U c:SPACE 35 C 36 SPACE SPACE 37 A 38 SPACE n CONTACTOR r o SPACE 39 B 40 SPACE LITHONIA NAE 260T 7AR 0 SPACE 41 C 42 SPACE �, MOTOR CONNECTION _-___..______________ _____________. .__-_-_____-_.___ __--_ "H 22" DIAMETER HPS LUMINAIRE WITH SPUN ALUMINUM HOUSING, 29200 WATTS 81 AMPS DIECAST ALUMINUM DOOR FRAME WITH TEMPERED FLAT GLASS LENS, UP-DOWN-STOP BUTTON y --------------------------------------------_.__________-_ ---------------- ENTIRELY SEALED AND GASKETED, FACETED SPECULAR ALZAK . TELEPHONE OUTLET ALUMINUM OPTICS, TYPE III DISTRIBUTION, BRACKET MOUNTED ON � _____ ___ ______________________ 25' ROUND STRAIGHT ALUMINUM POLE WITH HANDHOLE AND BASE w - COVER, 480V BALLAST, 250W HIGH FRF.SSURE SODIUM LAMP. ENTIRE TELEPHONE OUTLET - FLUSH IN FLOOR m FANEL CRIB 120 208 3 PH 4 W 100 A BUS DESCRIPTION LOAD BKR P CK1 p BKR P LOAD DESCRIPTION ASSEMBLY SHALL BE FINISHED WITH ELECTRICALLY APPLLIED DARK TELEPHONE OUTLET ABOVE COUNTER r BRONZE BAKED ENAMEL. ------ ----------------- -�-------------------------------------- VC TELEPHONE OUTLET, COIN OPERATED R-25, COFFEE 1500 20 1 1 A 2 20 1 540 R-26 C011- RELAY GARDCO NCA 22 2 3, FORM 10 SERIES R-26, REFR]G 1200 20 1 3 H 4 20 1 1200 R-28 PROVIDE 277V rMOUNT IN AC,ESSIBLE INTERCOM OUTLET R-26, 27 1080 20 1 V C 6 20 1 1200 R-28 CEILING Sr'ACE "H1" SAME AS TYPE "H" EXCEPT TYPE FM DISTRIBUTION. VIM INTERCOM MASTER -1 COPIER 1600 20 1 7 A 8 20 1 1200 R-28 CARDIO NCA 22 1 FM, FORM 10 SERIES R--17, 18 1080 20 1 9 B 10 20 1 1280 R-29 NORMAL �R� CLOCK R-15, 13, 12 1260 20 1 1 4 R-16, 17 1080 20 1 11 C 12 20 1 LOBO R-26, 22, 21 POWER �- "P NOT USED. R-20, 14, 19 1440 20 1 13 A 14 20 1 600 INTERCOM MASTER CLOCK 5 B 16 20 1 1080 R-20 R-12, 11 1260 20 1 17 C 18 20 3 2152 MOTORIZED GRILLE -- - i "J" WALL MOUNTED METAL HALIDE, DIECAST ALUMINUM HOUSINGWITH O{ FIRE ALARM ANNUNCIATOR -Y L-EXTERIOR 750 20 1 19 A 20 BRONZE FINISH, POLYCARBONATE LENS, 50W METAL HALIDE TAMP. SPARE 20 1 21 B 22 ______________-___ _ _ 277V.EMERGENCY o \ WET LABEL. QF SPARE 20 1 23 C 24 20 1 SPARE POWER I FIRE ALARM CALL STATION SPARE P_0 1 25 A 26 20 1 SPARE I I EMERGENCY DAY-BRITS/BENJAMIN NWL 50 277FIRE ALARM BELL / VISUAL SPARE 20 1 27 B 28 20 1 SPARE PATHWAY LTG, SPARE 20 1 29 C 30 20 1 SPARE -� - J "K" PENDANT MOUNTED METAL HALIDE INDUSTRIAL HIGH BAY, F FIRE ALARM HORN SPACE 31 A 32 SPACE i BOROSIL.ICATE GLASS REFRACTOP, DIE CAST ALUMINUM BALLAST SPACE 33 B 34 SPACE 7.77 NORMAL --- o - -- --- a - ---- HOUSING, 175W COATED LAMP, SOGKET G. PHOTOMETRIC CURVE ]Q IONIZAP.ON DETECTOR POWER KCY NORMAL LTG NUMBER 35-177934, SPACING TO MOUNTING HEIGHT RATIO 1.4. I�-� SPACE 35 C 36 SPACE L_.T DUCT IONIZATION DETECTOR �----� SPACE 37 A 38 SPACE AC --------------------------------- 39-8-40------------- SPACE -- CENERAI ELECTRIC OMNIGLOW NOMGS 17 M 4 H 5 1 HOLOPHANE [`/J FIRE ALARM VISUAL SIGNAL ~� 22502 WATTS 62 AMPS "L' RECESSED COMPACT FLUORESCENT, SPECULAR CLEAR ALZAK ----- - --- ----------------------------------------- __.._-___-__--- REFLECTOR, WHITE TRIM RING, SHOCK RESISTANT SPREAD LENS, TWO PHOTO ELECTRIC SMOKE DETECTOR R _ O 1 ----------------------------------------------------------------------------------------------------------------------------------------- 26'W QUAD PL TYPE LAMPS. RATE OF RISE/'THERMAL DFTECTIR--------------------------- FLOW ;WITCH 0 PANEL, 2LCK (2 SECTION) 120 208 3 PH 4 W 225 A MAIN BREAKER KIRLIN N9904720-10 ►'T'� DESCRIPTION LOAD BKR P CKT - BKR P LOAD DESCRIPTION 17 EMERGENCY LIGHT SWITCHING DETAIL " WALL MOUNTED COMPACT FLUORESCENT, DIECAST ALUMINUM WITH OPAL O.S. Y. VALVE TAMPER SWITCH --- --------------------------------------------------------------•------------- _ GLASS GLOBE, 13W DTT PL TYPE LAMP. ■ I REFRIGERATGk 14!6 20 1 1 A 2 20 2 1518 FREEZER -_--. - MAGNETIC DOOR HOLDER (WALL OR FLOOR MOUNTED) � O E5 2 NO SCALE PRr'_SCOLITE NW013-2 O `l REFRIGERATOR 1824 20 1 3 B 4 -------------------------- DRAWING NOTE DESIGNATION GARB BEV PUMP 600 20 1 S C 6 20 1 1000 HOT WELL 5 HOT HOLDING BOX 1470 20 1 7 A 8 20 1 1000 HOT WELL HOT HOLDING BOX 1470 20 1 9 B 10 20 1 600 FOOD WARMER FLD(IBLE CONDUIT E- CASH SYSTEM 180 20 1 11 C 12 2 1 300 FRYER, GRILLE �+ WORK COUNTER - BACK 180 20 1 13 A 14 200 AFF ABOVE FINISHED FLOOR 1 104 CONVECTION OVEN x TOASTER 2400 20 2 15 B 16 20 1 1704 CONVECTION OVEN AJC AMP INTERRUPTING CAPACITY (SYMMETRICAL) �+ 1 20 1 300 EXHAUST HOnD - LIGHTS ..-.r ----------------------- SUPPRESSION BEVERAGE DISPENSER 1200 20 1 19 A 20 20 1 ?000 FIRE SYS 1 OV CASH SYSTEM 360 20 1 21 B 22 20 2 2400 FOOD WARMING - FRONT BG BELOW GRADE BEVERAGE DISPENSER 840 28 1 23 C 24 C CONDUIT ICE MAKER 1080 20 1 25 A 26 20 1 1470 HOT HOLDING BOX BEVERAGE DISPENSER 1200 20 1 27 B 28 20 1 1470 HOT HOLDING BOX CKT CIRCUIT C I SPARE 20 1 29 C 30 20 1 360 SERVING TABLE - '� CO CONDUIT ONLY O J --------- --------- ----- ----------------------------------------------------- STORK N2005 PHOTOCONTROL R- 1260 20 1 31 A 32 20 1 1470 HOT HOLDING BOX x Q ON A #2421 RECEPTACLE CU COPPER SPARE 20 1 33 B 34 20 1 1470 HOT HOLDING BOX r -- MOUNT ON WP BOX 12" SHAKE DISPENSER 3960 20 3 35 C 36 30 3 4200 FOOD WARMING SYSTEM ABOVE THE ROOF FACING NORTH RE-ALARM ZONES (Ex) EXISTING O W co 39 B 40SHAKE DISPENSER 5040 20 3 411 C 42 20 2 2400 FOOD WARMER I- - -� 1 NURIH ADMINISTRATIVE, COMMONS, GYM - MANUAL LlNC ELECTRIC WATER COOLER z IS W - 70RK NWtFJL TIME SWITCH 2 NORTH (ADMINISTRATIVE, COMMONS, GYM - AUTOMATIC 43 A 44 3 CENTRAL IMC, JOURNAI IS"."., WOODSHOP - MANUAL FA FIRE ALARM F-+ ----------------------- ------------------------- ✓1 tet' )"" L� 45 B 46 20 1 360 R- /� 4 CENTRAL IMC, JOURNALISM, WOODSHOP� - AUTOMATIC MOTORIZED GRILLE 2153 20 3 47 C 48 20 1 1260 R-MECH RMS FLA FULL LOAD AMPS~ - ----- C 5 EAST (FOODS, COUNSEL, BAND) - MANUAL _-------------------- 49 A 50 20 1 SPARE 6 EAST (FOODS, COUNSEL, BAND) - AUTOMATIC 1- W _ S1 B 52 20 1 SPARE BYPASS SWITCH-- 7 SOUTHEAST (SCIENCE, LANGUAGE ARTS SCIENCE, LANGUAGE ARTS) - MANUAL GFI GROUND FAULT INTERRUPTER j ( ) MOTORIZED GRILLE - 2153 20 3 53 C 54 20 1 SPARE 8 SOUTHEAST S - AUTOMATIC CND GROUND --------------------------- 55 a 56 20 1 SPARE 9 LOWER LEVEL CLASSROOMS - MANUA'- ® _____ -______- 57 B 58 20 1 SPARC4HC-10 -�-I PARKING LOT LIGHTS 10 LOWER LEVEL CLASSROOMS - AUTOMATIC GRC GALVANIZED F CIU CONDUIT I Ci PIT LIGHT & RECEPT 250 20 1 59 C 60 20 1 SPARE 11 TECH ED, AUTOSHOP - MANUAL T� ------'--------`--------------------"'------------------------------------------- 12 TECH ED, AUTOSHOP - AUTOMATIC IG ISOLATEC GRC., :0 �..r 56022 WATTS 155 AMPS 2LCB-'19 f- BOLLARDS 13 GYMNASIUM BUILDING 'a ------------------------------------------------------------.___------------------ 14 THEATER BUILDING L LIGHTING (� C ------------------------------------ ---------------------- 4HC--8 --- - a- 15 CONDENSING UNIT DUCT DETECTOR ^� E- --- --� I--- - CANOPY 16 ASU 78 DUCT DETECTOR (N) NEW 17 ASU 1 DUCT DETECTOR NIC NOT IN CONTRACT PANELI 4HM1 277 480 3 PH 4 W 225 A BUS 18 ASU 2 DUCT DETECTOR DESCRIPTION LOAD BKR P -KT q BKR P ---- DESCRIPTION I I 19 ASU 3 DUCT DETECTOR NL NIGHT LIGHT - - - -- - --- - --- ------------------ -------- ------- ---- 20A 6 POLE LIGHTING 20 ASU 4 DUCT DETECTOR u J L-31 ,32,33 1850 20 1 1 A 2 80 3 49029 ACCU-1 CONTACTOR 21 ASU 6 DUCT DETECTOR �-+ u ------------------------- I I ASCO OR SQUARE "D' PNL PANEL L-MECH RMS 1036 20 1 3 B 4 • SPARE 20 1 5 C 6 22 FLOW SWITCH R RECEPTACLE ASU-1 SUPPLY FAN 11634 30 3 7 A H 25 3 15406 AiU-5 23 FLOW SWITCH -------------____-__ 9 B 10 I I 24 FLOW SWITCH 11 C 12 ------------ TYP TYPICAL 25 FLOW SWITCH ------------------------ ------------ ASU-1 RETURN FAN 9141 20 3 13 A 14 20 3 1496 EF-1 26 FLOW SWITCH 15 B 16 -� 27 SPARE WP WEATHER PROOF ____•------____-• --___--- 28 SPARE ASU-6------------------- 2160 20 3 19 A 20 S-PA -H- ---------- --------- 18 EXI TERIOR LIGHTING CONTROLS 29 SPARE -- - -- -- ----- -- 30 SPARE ____ �. SPACE NO SCALE 31 SPARE ------------------------ 32 SPARE _______._ 23 C 24 SPACE E5.2 TRANSFORMER (PBL 2LCK) 55772 125 3 25 A 26 SPACE 33 SPARE __-_--_-_- 27 B 28 SPACE 34 SPARE 29 C 30 SPACE ----------------------------------_----------------------------- --------------- 35 SPARE 7 147524 WATTS 177 AMPS 36 SPARE ------------------------------------------------------------------------------------ F5 . 2 PCOT SCALE: I • 9b 80 YO ®0 50 40 30 20 10 � -0 'i41 DURHAM 66 CIF- I F THIS DOCUMENT IS LESS 'Tf1 fIf III III�'II III III VIII III III III III 11T I�T�1 1111111 III III III III III rTIT II III III III III III III III III III III IIIIIII'I,IIIIIII !I! III 1111111 III 111 i !ILII ' APRIL r)r 1 LEGIBLE THAN 'PHIS NOTAT"ON, 11 I 12 I 1 3 4 I 1 5 I I b 17 I I S I 1� I 11 12 2 a 1994 i _ _-L __-_-�--------� - I - � - - _---� ----- --_L- - 1 IT IS DUE TO TIAs DOCUMENT. QUALiTy OF _ _.. _ - - - T _i- r No 3e _ �' Till; ORIGINAL. D(�Cl1MPN'1'. -- - - - TT �Trr - r Or 81 8 Z L� 9 Z YIZ T�Z EIZ I T�Z LIZ OIZ 811 8�I ` 9 T 911 T I I EE�1 7TT I T O�I �8 ! 9 i L 9 9 �' E T T i r ile j r ILII ILII ILIIIiIiI ILII ILII ILII ILII ILII IIII�I�II ILII ILII ILII ILII IIIIIIIII ILII ILII II!I illl lilllllll 1111 ILII ILII IIIIIIIII ILII ILII II VIII ILII ILII Ill llll�llll llll�llll II 1111 l!llllllllllllll11111,.i�tlll�1111111� IIIIIIL IIII�IIIIIIIIIIIIIIINIII ,