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11365 SW TIGARD STREET-2 OFFICE COPY f REVISIONS BY REVISIONS PER A1 CITY PLAN CHECK a 11pie13 < <, ern■ ■ ■ ■ r CE - at the location of r ree .J ° COo nO 435 S W Tig d St t � M m 001 : Ti ard , Oreg 97223 9 ~ o N A O < >. W ao LL- CODE CODE SUMMARY STATE OF OREGON 1998 EDITION STRUCTURAL SPECIALTY CODE INDEX OF SHEETS m 1 COVER TITLE SHEET, INDEX TO SHEETS, CODE SUMMARY, � OCCUPANCY ___________ re A-2.1 / A-3 / R-1 � DESIGN CRITERIA, AND SYMBOLS LEGEND , , Q � � � M0.0 HVAC LEGENDS AND ABBREVIATIONS Q M CONSTRUCTION TYPE V-1 MOA HVAC SPECIFICATIONS �- � � a ALLOWABLE AREA (A-2.1) 10,500 S.F. SINGLE FLR. C1 .0 GRADING/SEWER AND UTILITIES Ml .l MAIN FLOOR HVAC PLAN C2.0 DETAILS � z -/_ 21 ,000 S.F. MULTI-STORY M1 .2 SECOND FLOOR HVAC PLAN I (A-3) 10,500 S.F. SINGLE FLR. C3.0 EROSION CONTROL PLAN M1 .3 ROOF HVAC PLAN 21 ,000 S.F. MULTI-STORY (R-?) 10,500 S.F. SINGLE FLR. L1M2.1 HVAC DETAILS .0 LOANDSCAPE PLAN ACTUAL FLOOR AREA 21 ,000 S.F. MULTI-STORY M3.0 HVAC SCHEDULES W 1st FLOOR - --------- 13,920 S.F. A1 .0 ARCHITECTURAL SITE PLAN E1 .0 ELECTRICAL SITE PLAN . , 2nd FLOOR _.__________ 5,770 S.F. A1 .1 FIRST FLOOR PLAN E2.0 FIRST FLOOR LIGHTING PLAN 19,690 S.F. TOTAL A1 .2 SECOND FLOOR PLAN E3.0 FIRST FLOOR POWER PLAN A1 .3 ROOF PLAN, DETAILS E4.0 FIRST FLOOR FIRE ALARM PLAN ' BUILDING HEIGHT 32'-0" TWO STORY A2.1 EXTERIOR ELEVATIONS E5.0 SECOND FLOOR FIRE ALARM PLAN (A-2) FIRST FLOOR ONLY A3.1 DOOR, WINDOW AND ROOM FINISH SCHEDULES E6.O SECOND FLUOR [�iCHTING / POWER PLAN TOTAL LOT AREA ---------- 70,185 S.F. A3.2 DOOR AND WINDOW DETAILS E7.0 KITCHEN PLAN, PANEL SCHEDULES BUILDING ____ ___ _____ r E8.0 ELECTRICAL SYMBOLS, LIGHTING _ 13,920 S.F. 19.8% A4.1 INTERIOR E �EVATIONS LANDSCAPE ___.-___ _-___ 25,736 S.F. 36.7% A6.1 GENERAL ARCHITECTURAL NOTES FIXTURE SCHEDULE E9.0 SINGLE LINE DIAGRAM LANDSCAPE IN RIGHT OF WAY_ 15,112 S.F. A7.1 BUILDING SECTION PARKING __ _.___ 26,459 S.F. 37.7% A7.2 BUILDING SECTION SIDEWALK ----------------- 4,070 S.F. 5.8% A7.3 STAIR SECTION, DETAILS A7.4 WALL SECTIONS TOTAL PARKING SPACES _______ 93 SPACES A7.5 WALL SECTIONS, ELEVATOR SFCTIONS STANDARD ---------------- 70 SPACES A8.1 WALL, TYPE DETAILS ACCESSIBLE ______________ 4 SPACES A8.2 WALL PENETkATION DETAILS -+- COMPACT __--_______ 18 SPACES A8.3 MISCELLANEOUS SITE AND ACCESSIBILITY DETAILS SYMBOLS LEGEND- LOADING SPACE ------------ 1 SPACE. A8.4 FINISH DETAILS A8.5 CANOPY PLANS AND FOUNDATION DETAILS INTERIOR ELEVATION � DOOR NUMEBER A8.6 CANOO Y ETAI S LETTER DESIGNATION �A9.1 EXITING PLANS WINDOW NUMBER DETAIL NUMBER S1 .0 STRUCTURAL NOTE; 51 .1 FOUNDATION PLAN -- SHEET NUMBER �FiNISNED FLOOR _ S1 .2 FOUNDATION DETAILS ELEv:m.mm V S1 .3 FOUNDATION DETAILS 1 I - � BREAK LINE Z W S2.1 SECOND FLOOR/STAIR FRAMING PLAN �`__J� SECTION NUMBER W S2.2 ROOF FRAMING PLAN. ___I 1111- cc ABBREVIATIONS LEGEND S2.3 STRUCTURAL DETAILS -SNEET NUMBER cn LL f- z . --= - -----= - 52.4 STRUCTURAL DETAILS �j REVISION NUMBER W p 0 O.S. OUTSIDE D.O. BOTTOM OF � � ion HANCIGAPPED � � � �1 T.0. TOP ID B.OJST. JOIST S2.5 STRUCTURAL DETAILS REFERENCE REVISION CLOUD O W cc F.O. FACE OF INTRM'T INTERMEDIATE w3 WALL TYPE NUMBER W � ' EXT. EXTERIOR LND'G LANDING PO.0 11-- PT LEGENDS AND ABBREVIATIONS Z PLT. PLATE BLD'G BUILDING PO.1 PLUMBING SPECIFICATIONS � d � - 0 CONC. CONCRETE FLR. FLOOR P1 .0 UNDER FLOOR VENT AND WASTE PLANME j WL. WALL EX'I''G EXISTING cc P1 .1 MAIN FLOOR WATER AND GAS PLAN W x P.T. PRESSURE TREATED DET. DETAIL P1 ,2 SECOND FLOOR PLUMBING PLAN Q W.D. WOOD SEP. SEPARATION F- (� R.S. ROUGH SAWN P1. .3 ROOF PLIJMBING PLAN (!� MDO MEDIUM DENSITY OVERLAY P2.1 PLUMBING DETAILS POLY POLYETHYLENE PLASTIC P3.0 PLUMBING SCHEDULES � M MEMBRANE • a P j T i DRAWN AI'PIRAt'>LrD TI.AN S WZ: OF TI ARD GJGLNCLUD! 11N-A[";AC11Et11 P� TYQO T)GARD Approved. ./.. .N ............ . .. - -- CHECKED SPEMICATICN RWK Approved. � l... ........................� Conditionaliy Approved............................ .... .( ). RUG .,$TRUC71 M CALL$ Conditionally Approved.....................................( ) For only thew p� s 1 J'� -- - --- --� e,„,tDEOrI�Cil RIEPORT Fol only the work ado 'b d 1 O� r10 PERMIT NO.Si Dow GATE �,,.MWDIx1JMEiNTS PERMIT N0. ! See Letter to:Follow........................................ JAN. 19th, 2003 See Letter to: Follow................... ... ( ): A ( SCALE A ach S Job Addres : JobZess: 45 NOTED ey: N Uate: _. •__ Oats: �� JOB NO. SHEET �t ITY QF TIG�RD ApprovedJ...1. CfI!ill4 �r . .. ................. 'q: (; OVER , Conditionally Approved.....................................( For only the work as described In: OF SHEETS PERMIT No. Se•�i + -=-x-__ -rioard Sir. 11365 See Letter to:Follow. ................................. ... BUP2003-00050, MEC2003-0004: File Name: X27p-covr-r.dwq 1 of 5a - ^� _L /-Date Plotted* 04-73-03 (,,.5o4 Job Address: OFFICE COPY E' IF THE PRINT OR TYPE ON ANY T1 r I I i I I I I III III III III I I III III 1 1 1 1 ! 1 1 III 1 1 1 11 11 III III III III ISI III III I I I A 111 III III III 1 1 1 1 1 1 1 1 1 III !I l 1111 11 I I l I III I III IIII 1 111 1 1 ' III III 1 1 1 1 1 1 1 III III VIII I r NOTIC . I { I I I I I I 1 I I I I I f I I I I I ` I I 101 11 I I I 1�I "Tay"_ � 3 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ---��- ---- -L__ ---1--- ----1 J No.38 IT IS DUE TO THE QUALITY OF THE 1 8ORIGINAL. DOCUMENT IIlIII III 8'Ld 241K r s 1 REVISIONS BY t - � 6-RA lN51DE THIS FENCE LINE 5-LG EXISTING FENCE TO - - - - 4-BB SOD- F 42- - -` BE REMOVED _ _� 4-B� .__�,___ �,I ) � s�,,, ■® , I f F�- -�, . > I i I ........,.,.,.............. J. 1J li--) l (� r-- VICINITY MAP 5-L _ � SIDEWAL `\' W , ..-.r -1--f ---. T I - - = ...�. _— I6-PF ® t - -- - - - - -- - - - - 1� " CUP2000-00004 ` 2 -01 I `---�- f''� _ 5-B -PARKING O RHA z - i ' _ �` T ' II i BAPS TMPIE WEST c C r- c c c c c W z �- f I I I I- - 1-vc a Q (8) SPACES AT 16 '- 59'-11 1/8' 3-LB SOD --� ;I N (8) SPACES AT 1'-6' SITE `OVERHEAD PARKING__-- I n L IGHTS - --� _ -� I w E �, J � 5- G o I 5-FL "- � Y '� � I- O C c c c C c �. - I - ► O T r 4- CO D b 0 rL y - URB BLOC K5 0 � �.(` ( >"" w U. o EXISTING TREE TO - LOADING REMAIN I- O (1) 5PACE5 AT 8'-6' • 59'-(o' SPACE -` I rte" •• o - � V � � O l �' 0 - P,41R OF (10) SPACE J EXISTING FENCE TO g,CYCLE STALLS 1 I Q W c") r) BE REMOVED 4'-8' Q A c (1) SPACES AT 8'-6' = 59'-6' S - 3?'-3 5/8' 1'-1 1/4' I?0'-0' SOD n� cc 321-3 40 IP Q '! — -_ — - - -- -- ---— ai1wrrw«w.-w•r.wv.rw.n.wr.+ No J iV m * w 5-RV - I Kv RKII`1 OVE RHANG IDEWALK F 14 r= O BJ E / 5-LP 1-50 REMOVED - SIDEWALK $IDEWACK 5-RT • - -- -- - - - - --- --- --- ------� -- -- ---- - - SI EWALK Y • _ SIDEWAL `T i w E5!ISTI G TREE TC S BE REl1OVE I I !- v I-K 1-PN I-CM •O PARKING OVERHANG _ I Kv ly ' ' -C46Yi4' (9) SPACES AT 8'-6' 16--b-16 -6 - •'-O' (8) SPACES AT 8'-6' = 68'-0' 32'-1 'v8' q'-0' 8'-0' 18'-0' 9'41 - -0' (8) SPACES AT 8'-6' 68'-0' w Cn, ,�� 6-RC �J t ' EXISTING TREE TOiz 1-80 cv BE REMOVED 9 $ (1) SPACES 8'-6' a 59'-6' I-KV (6) SPACES AT 8'-6' = 51'-0' '-2' 30'-0' -?' (18) SPACES AT 8'-6' 153'-0' � •. OVERHEAD PARKING --- __ —,►r- 8-MP --- - - --- -- -- N -- - - --- LIGHTS -_- Q F PALING OVERHANG A PA` NG O RH G 34-VG 2-YT -LB 1 'n 5-R > 5-RT 1' 1 - - - - - - --- - p 38-RC - o�o9c•� o • opo � Dc�D� ��o moa-o_Ua� - 9 CHAIN-LINK FENCE-OG 2-�O 1-CM I-SO 2-CM f 2-SO - BEIREMOVESTING DE TO I W/ HORIZ. TOP BAR I AND SECURITY TOP Z ww B � Z • SITE - LANDSCAPE PLAN w co o0) O 1 30. z 0 I" = 2m'- 0' File Name: 27st-1.dwg ' Q w Dote Plotted: 04-17-03 (09;0e:49) —4x4 PRESSURE TREATED OR -- ' w Q cc REG1:IOOD POST IN 16'0 x 24' DEEP d� CONCF<FTE POST BASE. J 0 V ? (TYPICAL OF 4) - PLYWOOD AND SIDING, SEE 1PLAN VIEW FOR NOTES. TOP SOIL NG-- ' GONG. BASE CASIM W �— ( 1 METAL GATE POST ' - w3: ccH Q BOLTED TO WOOD POST COMPACTED EARTH FINISH GRADE CHAIN LINK (-TYPICAL OF 2) F- ♦� r� WITH E W _ — GATE HINGES GAT 4' THICK CONC. SLAB I I F'- --- - WOOD BLATB. /__— TOP AND BOTTOM W/ 6' x 6 �n ' CURB (3) SIDES to 1 ` PAVEMENT 3/B' PLYWD SIDING REINF, W/ 6'x6' 10/10 GATE FACE, PAINTED WWF OVER 4' COMPACTED F6' AND BASE. —I-I= I-I I hIII=I I I=IIIi_ GONG. CURB GRAVEL FILL. SEE OTHER ENCLOLURE WALL AT (3) SIDES SECTIONS. I I �t M�r' OF SLAB. - t 'A - .' --'� `q -III I I I I I=I I Ed I `�� _�_ 2x4 DOOR EDGE - -"- , y'. ..,II ;Jt�J!° 0 cv I I=I I=I I I Ir -III=I I cd AND BRACEi�• iv _ POST BABE. I CANE BOLT-EACH LEAF ,_- PLAN VIEW. I I=III I ----- ---- ` ---- - _11 I I� I II1=1= PLAN L -=IIIIE U e I_=I I I DRAWN • .- - -- - _ � ° ° III= '4 I — I-I ( TJM, CJC SECTION - - --- FINISH GRADE 10'- 0 - _ _ - N I I I I OUT-TO-OUT OF CURB __ L _I I- - I/2' PLYWOOD SHEATHING W/ BTUGCO SIDINCo 4 1 iNl TO I=I I —f i'' III-II- CHECKED • MATCH TEMPEL EXTERIOR. PAIN''T PLYWOOD INSIDE TO 8' ROC GATE ELEVATION MATCH. HEIGHT TO BE 5'-0' ABOVE TOP OF CURB. DATE JAN. 29th, 2003 TRASH ENCLOSURE DETAIL - SCALE --- - __-- __-- _ FENCE DETAIL C - - ,�� NOTED I/4" = 1'- O" File Name: 02830-O1.dwg314" = I'- O' f i!e Name Dr t-.4 r3.clwq C1,I JOB NO. Edit Dote: 01-29-03 (tt:ao:us) Edit Date: 01 -29-03 (If 42.14) 00-DRL-I21 SHEET Tigard Str 11365 BUP2003-00050,MEC2,003-0004 A160 2 of 53- Flle Name: X27p-ot0.dwg OF SHEETS Ldit Date: 04-23-03 (13:53:32) , NOTICE: IF THE PRINT OR TYPE ON ,ANY �I f III III I-I1III-II III � -- 1 I III Il Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3L �I I I I I� II-I II_II �-II I I I I I IIII IIII II�I_I I l l�III IIII 1III III IIII� III I I III 'IIII II I III ill III IIIIIIII III IIII VIII I ` J l IT IS DUE TO THE QUALITY OF THE No 36 [[Jill 41 �.,.s.. �.. • :, ORIGINAL DOCUMENT ��>v eTy 8y L z I e�z z z sTz z t z + oz e�t e(>< L i 9l i 6 I I IIiI 7,1i :�T ( Oli 6 1f1 , L 9 4 s ITJill IIIIII -A-_7 ►IIIIIIJill II�IIIlItllllllWl1111�.111�llllIIIIIIIflllll�l�l►llllllUlLlll11111111 I l; 1 w REVISIONS BY 0USIIS 1 � ii r,l 1� (wa) �'/ of 2 RAMP - :� 5'-0' 9 10d NAILS AT -a' O.C. A4 1 1 -- -• '� l r VERIFY SIZE OF OPENING ^1 SHE APA RATED FLOOR PER WALL MANUFACTURER QRESSI / W1 i+1 f SHEATHING w/ IDd NAILS 0 (o' AND 12' O.G. ) - - - - - - - - 29 ' 9-I/2' TJI PRO 250 8 L01 JOISTS o 12' O.G. • 36 — W -- - I- /4' TIMBERSTRAND _ -- BLOGKING 1 Lp -- iv DOUBLE 2x4 TOP PLATE ) _ _ DR FT 5tOP UNDER STAGE-�• g F' I/2' PLYWOOD SHEATHING � — • ?x4 STUDS +� 16' O.C. -, ''-TIGHTLY BUTTED O ' O CO CO >_ ---_---2x4 P.T. PLATS a DINING hi4LL •�_ co - re SASH 2 HALL STAG 28 Aw- - - - w4 - U +24' EL v }. W «. m dJ INTERMEDIATESTAGE DETAIL A ; � V � 3/.c>r" � _ �" File Name: 27s-d5.dwg ,QI.I 1 f i o� ' Edit Date: 04-10-03 (16:59:44) A • ` -(W4 % • 1 � W 35--- - wt . K • KITCHEN �' LAUNDRY EQUIPMENT_ - W' 'v -VERIFY SIZE OF OPENING DRES8IN v ' -- a PER WALL MANUFACTURER w1 - 3a % 2'-3 °' NO. DESCRIPTION MFG. MODEL ELECTRICAL QUANTITY `r �'-4' 8'-7 5/8' l'-4' A4.1 1 �'-0" 8'-10 3/4' 8'-10 3/4' 8'-9 3/8' 14'-6 3/4' S'-9 I/2' 2 " /4r - - in SHELVES CUSTOM NA. N.A. 2 EACH � - SITE BUILT 0 37 ❑ `30 �\ / �O w1 REFRIGERATOR/ FREEZER NOR-LAKE KLB�4ro8-C 208-230/60/1 `_� 3 _ 32 - 2 I EACH ' -rae�.-- _.. (w2) V �1°---- -- W3. v I W2 I -- C J WALK-IN • EEDROOM 44 U 3 PREP TABLE, BAKERS TOP ADVANCE TBG-365 N.A. I EACH wn - - °� 26 I CORRIDOR m `� r' 26 KIT 010 4 A44. w1 0 2B - co , TABOO --- 1 _ J � _ u 4 Oi r to 2 � _ Q O ' 4 FOOD MIXER UNIVFX SRMF20 120VAC, 60, IPH I EACH FIRE - g , _6 5 - - -- 1 R4T --`- - 24 27 (W� ELECT. EXTINGUISHER - O 4 B�1T 2RQQM (t 1) 6 MICROWAVE OVEN PANASONI.: NE-175-1 208-24OV/(o0/I I EACH ®� 6w2 �� _ 0 N (wt 1728 5 I/8 6 CHAPEL c>J J -_4— - -- �O v 1 I __ co (wz $LDY LIVING ROOM w 1 - 24 6p 8 SINK ERWIN CUSTOM 3'X4'XID' 11A. I EACH m - I O �I _ 5 _ '-4 , FABRICATION n 7 2 3/4 0l I -11 1 12'-0 3/4' 1'-4 3/4' 13'-I 3/4' _ WIRE SHELVING UNIT METRO "� 39 I C� 1 29 I in I/4' . _ 7 5A56'1K2 N.A. I EACH I�- I I [_ ._ _ ,.� Wz C O t - 5 I - -J ( @ v I (W)CHAPEL ST AGE I 25 - � (w 1 ❑ � 8 3 COMPARTMENT ADVANCE T9-23-(00- NA. I EACH - - �- � - - - -- -' TABCO '-I" cv 5'-� 3/4 C ATHR OM SINK 24RLH-X -- - --- - ---- - _ 38 <,> T— - y 1 A4.1 23) -# 9 HAND SINK ADVANCE '1-PS-9D N.A. - I EACH C ) , 3' 5/8' 21 7 c)� J _ -_ - TABOO 4 -6 1 -0 3/4 8'-10 3/4 8'-10 3/4 - - ti Z -4 _ - -A--- 1I I/4' C ¢ cn ,n -.�____...__ - KITCHEN w1 - -- -„�--...---------,�____ _____- - - - I � CL w OFFIC 13 (w ii} _ - - - - ') 1 - ?2 �- - �r`\OFFICE w3) PHONE "� _-. rw1 ELEV. N • __ { 10 WORK TABLE — ADVANCE E KMG-308 N.A. I EACH wa 11 Cr - i --- - _,I A,-r1 JAN. 33 w3 ® w3 EDUIP. CLOSET r CONVECTON STEAMER, GROEN NY-5E-LH,20 208v,3 h,15.5kw I EACH - ID I -�- 8 1 19 2� jr— "� W ELECTRIC °D W3 1 h n CORRIDOR w3 FIRE �' 31 1N1) _ cA I - -- - -- - - _ -� 3 I . 2 Ek TI"lr,,'!SHER� O O 5 -1 1 8 3/ 24'-3 5/b' 8'-4 3/4' 41'-� 1/4' `� -5 1/2 I�'-6 I/2' -3'-0' �•- z RANGE, GAS HEAVY DUTY SOUTHBEND 1362-0 1 1/4' MANIFOLD I EACH 3�'0� - --9. - -- - - -- - ------ ------- -- -- -- -- __.__� -,__ 4 _ 7 ♦^ V�/ jL 12 in � 5'-0' 6'-6 3/4' �" uS. � --,�-------- 0 l/8' 5 -0'_._ -Y FIRE----- ___ � � � 90,000 BTU _- U co 0 r- ' `N3) / j j ,\'�\� r StQRRIQ48 --� w3 EXTINGUISH j 13 STOCK POT RANGE IMPERIAL ISP-J-SP 125,000 BTU I EACH O O w3 �,�'G U (� -- - - w cc 14 -0 I/2 13 / ` 16 (W -6 3/8' 15 4 _�' - - 14 TABLE TOP KETTLE GROEN TDBC-40, 208/240v3ph,l4.4kw I EACH OMEN 1 \4.1 3 a 3 A4,1 t °0 J Z O 20d/40-3 61 6 w1 in 4 SHOE WKS-TORE 5 RECEPTION 5 1\ M 10 0 Q -- - ----- e S �� O OFFICE SHOE ,n W • cc 16 6©' GAS RANGE SOUTHBEND 3(oODD-3GL 20,000 BTU W3 w1 p t wt Y 3 - � I EACH _ w4 TAI // 1 -- �'l � TAIR I (wnF ---- - — _— — _ I 41 1 W4 l_ �� -- (W4) W3 - O /—` ( �_ (W 11 --L -- O 18 COUNTER AND SHELF CUSTOM N.A. N.A. _ _ -_ 1 2 i I 42 I •. 4 — ---____ - _-`- SITE BUILT I EACH SHOWER �04 to - -- --- vJ 17 NOT USED B A I I I I I I I C I I A B a- M 7. 7. I 1 Q 7. 7. _i 0P 0P T 18 HOOD CAPTIVE-AIRE 9'x13' ca I EACH st 19 FIRE SYSTEM CAPTIVE-AIRE R-102 - N.A. I I FIRESYSTEM I EACH DRAWN ---- - _- 2 EACH I - I -- - - - 20 BUN PAN RACK ADgVBANOCE PR30-2W N.A. I &.j& 316-16 r 5/8 6'-I 5/8” I I I TC CHECKED (o -(0 3/8' fi - _ 15' 11 1/2' 9'-5 1/4' 10'-0 II'•6' II'-(o' 10 -01 9'-II I/8' 15'-5 5/8' 13'-I 1/4' -- �OG _ - -_ ---- ---- --- DATE 1201-01 - JAN. 29th, 2(73 -7, SCALE A a NOTED FIRST FLOOR PLAN JOB NO. NOTE: THIS SGNEDULE DOES NOT INCLUDE ALL EQUIPMENT (/g" _ 1'- @" File Name: 278-f 1.dwg - SHEETL -121 OR AGGE65ORIF_S INVOLVED IN COMPLETE INSTALLATION t ile Name: 27t-kle.dwg Edit Date: 04-23-03 (09:26:20) Edit Date: 04-16-03 (1o:ss:3a) OF ��\CH ITEM. PLEASE SEE KITCHEN EQUIPMENT SUBMITTAL BY" EQUIPMENT SUPPLIER. Alai Tiqard Str. 11365 BUP2003-00n50,MEC2003-00042 OF ON SETS 3 of 53. File Name: X27p-a1l.dwg Edit Date: 04-23-03 (1404. NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 III III III III III III . I I III III I I I I l l l l i l l l l I ' I I I I I I I I I I I I I ' I I I 'i I I I I I I I I I ' 1 1 1 1 1 1 1 11 I I I f I I I I I I I I I I I I I I�11p [ 1111111111 I 1 I I Is I 1111111 III II II I I II IIII I ► I , I IIjl ISI II IIl —IMAGE IS NOT AS CLEAR AS THIS NOTICE, g I 1QI I 1 1L 30 , >` -_ _ - -_ J IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ NO, ,r3 8•� --• ORIGINAL DOCUMENT £ 1I16i 8�Z LZ 8Z Z 1617, z✓1T, Z tZ -OIG—Bi i 8i Get eT t'll 111111 Jil 884fi £ ZIIIIII I IIII IIII I I�� 1111111III. 111IIII III� II I ffI �I.illlllllll Illl�llll�llllllllll lulIIII�I�,IIIIII�lll11111111IIllIll�ll111L1. ll�l. Ill II111�111 lllllllill ILII � l :1 , 'kS REVISIONS BY I Rkl'ION`, PER fll( 1— CITY ["'AN CHRK 4 11 01 _ t c 7. t — t r -�� (w 4) --- DOOR FRAME FASTENED TO FINISH J OPNING ACCORDING TO MANU- ROUGH FRAME FOR FACTURER5 RECCOr1ENDATION5 ' A56EM13LY AT ALL FOUR 1 51DE5 OF DOOR i 1 ' SABHA HALL BELOW f. I HOUR RATED ACCE55 DOOR ) \�. w E W/ 16 GA. DOOR AND FRAME / - J a U — — 5/8' TYPE 'X" GYP BOARD \ AROUND ALL FRAMING AT OPENING J M f coFIRE RASED ACCESS DOOR A Q 3 i I'_ 0 File Name: Accessdr.dwg 41.2 'n o _ ; Edit Date: 04-11-03 (17:10:30) ) U m o cr. / - m / \ cM •r \ \ \ cr. / \ V / cc W I 43'-(o 3/4' 41'-(o I/-i' 34'-I1' { — `- - 25'-81/8' _ (W15) W3 / w3 —CHASE ACCES `t HATCH - 5EE A , I I zi1 \ �. J` - w 1 UNUSED SPACE CHAPEL BEL rJ�V -� T— UNUSED SPACE - 49 / 60 DSC- F _ ATTIC AC13'-1 3/4' 8'-9 3/4'W1ACCESS CLOSET -- 42 51 Q - —ATTIC AC CF55 i 13 4 HATCH 48 � � A46 ----FFIRE_ DOWN EXTINGU15HER CORRIDOR XTINGUISHER DOWN 1 c � ~ i 9 7 -4. 43 "4� Zuj W3 (w�,) 7. W 41r V J � Z - - - Zo � . 1A A CLASSROOM STORAGE STORAGECLASSROOM O W I_ 44cc 48 47 LLJ e i STIAIR -- (wad —'�-- --�► '---I —'I' '�— — - '— (w1f z cW s� ST� iRI I � 0 `) Lu } cc UJ B A �2'-6 1/2' -I0 -8 I A B- ~ ~ Y7. 7. 1'-8' 1'-10' - - / 2'-5 I/2" 2'-5 I/2' P 7. 'OP ?�6' 4 3/4' 20'-10 1/2' _— 26'-fa 1/4- ---- - -- -- - - - ---- - 26 -© 1/4 - --- _ 20'-10 I/2 _ — T6--4 3/4' 6'-8 I/2' I^ vJ -fi - to EC0ND FLOOR PLAN am —I/v = I'- �" File Name: 278-f2.dwg Edit Date: 04-23-03 (09:53:26) DRAWN TJM, CJ_C_ 7 CHECKED ROC DATE JAN. 29th, 2003 _ SCALE AS NOTED JOB NO. 0_0-DR_L-127 SHEET A182 Tloard Str. 11365 BUP2003-00050,MEC2003-0004 OF SHEETS 4 of 5x r .. File Name: X27p-a12.dwg Edit Date: 04-23-03 (11:51.`1 F r NOTICE: IF THE PRINT OR TYPE ON ANY III III III III 1 1 1 1 1 1 1 I I I 1 1 1 III I I i i l 1 1 I I I I I I III i I T� I III III III I I III III III III III III III I I III I I I I I I ! III 111 1 1 11 1 1 1 I I III I I i l l l l l l 11 III III 1 1 1 1 1 1 1 III III V I I I I �0<� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ( - I I I l I I 2l —I - 1-- -- I `tL---- - 61 IT IS DUE TO THE QUALITY OF IHk No 3e II'' "' II'�I I 8I Z �Z I � fiZ SZ ! I�IZ ;1Iillo !I8IIIII IIIIIIIIIIIIIIIIIIIIilll(llllllllI!�IIZII1IiII!IIII{�LllTllll�ll�llltllll8 I8 I G 9 91Zlll.ti T 8T GT 9ll1T1111 (II6ITIIII II�IIORIGINAL DOCUMENT 6% Z Z III��IIIIIIIIIIIIlil1111�11'�'�ili1111111.1111111li1 I '' ll' liillllllll�llil VIII �II I II I �� I III��Iill Illl�ll�i�lllllllll IIIIIIII " " REVISIONS 6Y -m 24 -m 24 -m * ?4 -m ?4 -rD 12 -m (� - 2'-0'x3'-m' ROOF SCUTTLE FIN15H ROOF ='� i HR RATED CITY AN CHECK 4-11-03 TILE ROOF -- _ IN ACCE55 WAY-B,1 `=' -ROUGH RO��A M Y NBFRA�E FOR T ALL FOUR • /� + _ • - \ (2) LAYERS 5/8' 51DE5 OF DOOR. ----__ - � ---.�_._. _ __-- - ----- • TYPE 'X' GWB L' f f ,- / �� / /J� • _ . / \ / - - _ - �-5/8' TYPt 'X' GWB IN ACCESS WAY -- - - -ROOF DRAIN (TYP.) : ' CRICKET (TYP.) W �9 w fy 3/4'� RUNG5- 4"' (a - - l ATI O.G. 4' SOLID CANT (TYP.) J p Z �, -- BLK'G. AS REVD. A j ( 1W 2'x2'xl/4' PLATES-- • \ BOLTED TO FLOOR ! 5EE UJALL TYPE 0 WALL I AND I KEYNOTES SHIT. *-Tu u : II A1.2 FOR IUALL 3 ,) : w 2'W x 1/4'TH.- •' GONSTRt1C;TI0N FLAT STOCK j o CO E : E ROOF SCUTTLE AND � U y LADDER SECTION A' w LL. .. • • 3/�i _ P- 0 rile Narne 1 7d- R`)Aoi, O TU ' / • ( : Fdit t7afe: 01 -1_5-0. (15 04:43) = � 1-- 7 4 �> co 0 cc �, C ' Q c • 1 - DRAFT 5T OF DOOR (TYP) ROOF DRAIN _j • t �. OVERFLOW DRAIN w W C � )150 I Q • Cc JM] DRAFT STOP IN ATTIC • -- - Y RI GE I . - - - - - - RIDGE TRUS5 TOP CHORD 1 w - DRAFT STOP IN ATTIC (L . : - _ 2x4 HEADER W/ _ SIMPEON U24 HANGER r 4' T w DRAIN LEADER : --, • TILE ROOF�� 5 TILE ROOF • ROOF DRAIN DETAIL EB _ • E r 3 TYPICAL RAIN GUTTER YP. - TYPICAL RAIN GUTTER -' WITH DO'.JNSPOUTS- : :QQ WITH DOWNSPOUTS- 3/4" = 1'- 0" File Name: 17d-RD.dwg A1.3 ' Edit Date: 01-23-03 (15:04:27) SIAMEESE DOWNSPOUTS b ROOF HATCH SIAMEESE DOUlJSPOUTS AT PARAPETS AND • AT PARAPET:, AND PROVIDE 1=1XED - ACCESS � PROVIDE FIXED SPLASH GUARD AT : : SPLASH GUARD AT ROOF UNDER OUTLETS,Air ROOF UNDER OUTLETS. 1 . W I ELEVATOR SHAFT COVE DOOR FRAME FASTENED TO ROUGH W/ ROUGH FRAME FOR r- • NO. 6 SCREWS AT ALL FOUR SIDES ASSEMBLY AT ALL FOUR elDE5 OF DOOR L • FRAMING MU�iT BE NOTCHED GUTTA TO PROVIDE CLEARANCE 1 HOUR RATED - AT LATCH. W 3 J • _` w \� ACCESS DOOR 0 YP. 0 5/8' TYPE 'X' DRYWALL CEILING W SLOPE SLUPE TU SLOPE SLOPE w co(L • lfd - a ATTIC ACCESS DETAIL w U. (j' o Z 0 1'- O" File Name: Accessdr.dwg Al, W Edit Date: 04-09-03 16:30:12) 4 cr , --r-- - •� V Z O . -- - TILE ROOF ,,� J - �SLOPE O SLOPE-� 1>D - _ _ IN 1�_ Q cn, ~ 5URFACE MOUNTED 5/8 GYP. BD. �__ DOUBLE 2x4 ') < w. ROOF SHEATHING VERIFY CURB WIDTH I WITH MEG" ROOF PLAN 5/8' GYP. BD. 4 SIDES IX2 STOP- 3/4' PLYWOOD DRAFT STOP TRIMED 2x4 /g" _ �'_ O" File Name: 278-rp.dwg �- 3/4' x 3-•1/2' DOOR EDGE- Edit Date: 04-15-03 (17:18:29) TOP, BOTTOM, 4 HINGE JAMP. DRAWN 4• cnNT 91F:IP --TAPE JOINTS IN GYP BD. _ -� __ TJM A,- Q � �----- 1/2' PLY-WOOD DOOR PANEL SIW-%LE PLY DRAFT STOPS - Z CHECKED V / MEMBRAIN ROOFING SYSTEM • TRU55 OR +� -- 3/ x 5- /2DOOR - -_-- 4' 1 '-- BLOCKING cv N ROC EDGE - LATCH 51DE DATE MEMBER -- -� - JAN._Mfl 2003 - -- 3/4 PLTWOOD SCALE ROOF GFGK 5TANLEY 1260 --OPEN AS RFQ'D GATE LATCH AS NOTED Ix2 STOP --------JOB NO. 00-DRL-121 AIISHEET ROOF CURB DETAIL -(2) LAYERS 5/8' <- DOUBLE 7x4 ' GYP. BD. CEILING - -- �/ Tiqard Str. 11365 1/2 n c ��_ �n File Name: 1 Id-curb.dwg .41.3 RUP2003.00050,MEC2003-0004: A103 Date Plotted: 01-23-03 (15:04:14) DRAFT STOP E DRAFT STOP ACCESS DOOR F 5o1 53L A1.3 " File Name: X27p-a13.dwg OF SHEETS 1-1/2" _ 1'- 0" File Name: 17S-DS.DWG 1-1/2 _ 1 - 0 File Name: 17S-DSD.DWG A) 3 Edit Date: 04-23-03 (11a7:28) Edit Date: 04-09-03 (16:24:42) Edit Date: 04-09-03 (16:26:44) s NOTICE: IF THE PRINT OR TYPE ON ANY I I I I l I I I I I I I I I I I I I I I I V I I I I I I I I I I I V I I I I I I I I I I I 1 1 1 1 1 1 I I I f I I I I I Jill ?MAGE IS NOT AS CLEAR AS THIS NOTICE, Il I 1 I I i I t JJ i 16 I J I I I I I I I I I 1 1 1 1 1 1 1 I I ! I I l ) ----- - -- - -`_� 1 -. �l_ ------- -- BL - - -- - I �0II � 11 f 12 �r�� ,� j C��J 5 __ -- -1 __ __-1 l IT IS DUE TO THE QUALITY OF THE Na 36 ORIGINALDOCUMEIJT IIII�II�I;►IIIIIIsI(IzIIIIII I IIa��zIIII�I IIG�S I z►VIII 9VIzII II,�I Ill�llz�lllllll�l]l z�111.11 1 Ls�lIlzll I�fi�ll zI I�Il.�tl[Iz I�II I1I yIIII�►,IISI9� 13 lLINoII��zIIIeI [IIII�IIILIItIII►�►IeII,l[III�II�II�[IIII�IIIbI�IIII�I►s111i111 ►1z1III++III�III1� �(IIiIIII IIII1.sILIIIIIlellllllFW11 If11�IIIIIIIIILI�llllllllll�lL1�IJ��II�IN►�I 1 1 2 REVISIONS BY T.n ROOF TRU55 32'-0_i/2' "SMS PER GV4r— FLAT CONCRETE TILE FLAT CONCRETE TILE 12 CITY PIAN CHECK 4.11 nt Al _ 4 TILE FASCIA ON PARAPET -� -EXPANSION JOINT -4' DOWNSPOUT (TYPJ 4' DOWNSPOUT T.O. TILE PARAPET 23'-0 I ,•. � ., • . .. . . ---------- 03 T.O. PLATE 18'2-�/8' — — --- - -- -�- --- -- e B. TYP. r 2nd. FLR 101-1/2' T.O. PLATE 9'-IJIB'�� EXPANSION JOINT 8. TYh9. (TYP.) FIN. FLR. 0'-0' � •. ..,. .• -- - v • _�._- - --- g -P----- -- -- -------- - -- - -------- -- --- --_ ___= _ - - _--- __ _ __ _=-____ _______ _ _ _-_ _--- -- - _ - _ _ _ ___ -__ �O CO SOUTH ELEVATION_ 00 I/&' = I'- O" File Name: 27el.dwq V x FLAT CONCRETE TI Edit Date; Nf�- 14 02 !1� 1Aoa) W m LL LE O. ROOF TRUSS 32'-0 I/2' BACKSIDE OF TOWER FL�;T CONCRETE TILE « ON SOUTH5IDE _ C ' - BACK51DE OF TOWER v V m ON SOUTHSIDE _ O cc — TILE FASCIA ON PARAPET =--- - — f , EXPANSION JOINT " J N T.O. OTILE PARAPET 23'-0 I/2' - (TYP.) . C � -v--- J ZIS I � T.O. PLATE At- Jcc 51 8 TYP. EE As q �� FLR. 10'2-ii2' IM TUC O LI F. STU CCS R LIEF1 TO. PLATE 1211-1 3. STUCCO = ---- - -- YP_. A r 8. TYP. v r EXPANSION JOINT 8. TY i. (TYP.) ►.i FIN. FLR. 0'-0 WTyp \ / NORTH ELEVATION t.0. ROOF TRUSS 32'-0 1/2' TILE FASCIA ON PARAPET l L..!_\ C —EXPANSION JOINT 4' DOWNSPOUT t T.O. TILE PARAPET 23'-0 I/2' (TYP.) . . �.� •' T.O. PLATE 18'2-'1/8' - - - Ll 8. TYP 8010'11� 2nd FLR. 10'2-V2' ; . • A PRE7. -E fN •ERED� L 'R!C d REL I F 17 ., T.O. PLATE S'-IJl TYP. r- W W cc -- YF'{ \ i i - Cly U. F"" Z F� IN, FLR 0'-0* - L—k I I I— ___I I I 'A 1 i W O 0) O - - - - -- --- - - ----- - ---- - - - - -- - - -- -- - - ------ - --- - - ----- - -- -- --------- - -- ---- -- ---___ _ _ Z - ---- - 0 w O a W EXPANSION JOINT _ T.O. ROOF TRUSS 32'-01,2' (TYP•) WEST ELEVATION —j o c� Z O -- — — zj� UJ TILE FASCIA ON PARAPET � EXPANSION JOINT -`� - - 4' DCuilvbi'OUT ) (TYP.) T.O. TILE PARAPET 23'-0 I/2' (n � T.O. PLATE 18'2-7/8' 8. TYP. _ -- --_._ - 8. TYP. y P -ENGINEERED A.• e co _ LI !/ , - -- vi C S UCCO — 2nd FLR I©'2- 2--� DRAWN TJM, CJC T.O. PLATE 9'-I I/8 CHECKED 3' S1M. 3" Y A -- -- - \ / \ / C'CTYP, r ------ DATE-- - - JAN. 2,1tl , .6 SCALE - - - - rYP FIN. FLR. 0'-0' 45 NOTED JOB NO -EXPANSION JOINT ----�� -p - 12 VINYL WINDOWS -- "----- EAST ELEVATION (TYP.' SHEET Tlgard Str. 11365 6UP2003-00050,MEC2003-0004: A281 6 of 5i File Nome: X27p-a21.dwg OF SHEETS Edit Date: 04-23-03 (11:57:09) I � � I I I I I II I I ' I I � I I I I I I I I I I I .oiw�MWYIYrIYiFiillYY+w.•irr.«.,.,,•[rwh��:diKiwsAL: Y- "&I::.:vw.3i�1Ri'Sw d..,,n;:"r�.�,•.'y� .,f.'!^m�nr•e#1,�;mnr.�IC .. :r..':. -., .'. 'V 4 NOTICE: IF THE PRINT OR TYPE ON ANY I I ! ' T1111 II III III III I I i 1 IIIIIIMAGE IS NOT AS ClEAR AS THIS NOTICE, -11 - I �1 I—_I I I I i 4 I 1 I b I . I 7 I I I ! I I I I aOO 5 IT IS DUE TO THE QIJALITY OF THE W 36 a� w. _ opir _ ORIGINAL DOCUMENT E + az 8z ea 8�Z z IfG 8 s�L t6 z 8[ 8i Li st 9i 6i si Zi Tt i 8—TR19ll1l Illlllll�ll� l I I�u1u. �i�u i i i ull � l� �l�llll llllllilll)1lL ��I lll.l�� ll 1LIIIIINII O DOOR SCHEDULE AND DESCRIPTIONS ",m• TA A•° C> WINDOW SCHEDULE [$1 W.. 71Ah."Y „ O WINDOW TYPES Edt 171-039 14:4929 REVISIONS BY IAN Ibh, U.-,0 OJ I,.Mp w -T---- ---- . .----- __ _�--_-_ --._-. _ �---_�- _.__- _- - - - -- --- ------._ --- - --- fffVISION; PER C;DE wrc ci y J N TYPE SIZE FRAME GLAZING 1 (ITY PIAN CHOCK DETAILS REMARKS -__ � 4- 11-UJ Z y 3HL8 I w REMARKS LOCATION 1 40X 40 VINYL DOUBLE GLAZED, HEAD AND JAMB NAIL FINS WHITE FRAME, LOW E GLAZING, MIN. U VALII' , y� REQUIRED li - - - - - -- ___ 2 40X 40 VINYL DOUBLE GLAZED, HEAD AND JAMB NAIL FINS WHITE FRAME, LOW E GLA?ING 4'-0' REQUIRED _ 4 -0 _ + __ -- ----- -*- -- - - - -* ----- ----- 1 2-SF box 70 1 AAL AL i-3/4" - y -- EXTERIOR TO RECEPTION 3 6 0 X 40 VINYL DOUBLE GLAZED, HEAD AND JAMB NAIL FINS WHITE FRAME, LOW E Gv'""i O, MIN U VALUE .5 - - -- - --- - -- -- - REQUIRED ---- -- _ 2 2-SF box 7o 1 AAL AL 1-3/4" -� 7 EXTERIOR T RECEPTION 0 0 • T / / - - 0 ECE ON -- 4 15 X 7 AL DOUBLE GLAZED, _ ANOOI�ED FRAME 3 SF 6 x 7 1 AAL AL 1-3/4" - EXTERIOR TO CORRIDOR 5 40X 48 STEEL 1/4' WIRE GLASS HOLLOW METAL - 3/4 HR. RATED ASSEMBLY 0 O ri �- _ _ _ _ _ v v v ag,�_ 7W - ----- - -- 4 HM-N-GL 1 3/4" x 30x 65 2 P HM 2" 1G �7 EXTERIOR TO CORRIDOR 0 r 5 ')-HM-N-G (PR)1 3/4" x 3 o 6° 10 P HM 2" 16 I EXTERIOR TO KITCHEN - - -- r 6 Hi 1 3/4" x 30x 68 3 P HM 2"- 16 --- - EXTERIOR TO LIVING ROOM I -� - w M o e - ------ - --- ` -- - ---- FIN F - O O FINE R FIN FLR 7 2-HM-N-G (PR)1 3/4" x 3 x 6 4 P HM 2" 16 EXTERIOR TO DINING HALL ------ WINDOW SCHEDULE NOTES O O O HM-N-G t 3/a" x 3°x 6° 2 P HM 2" 16 EXTERIOR TO DINING HALL 9 NOT USED 1. ALL WINDOWS SHALL MEET STATE ENERGY AND THERMAL - __ _ ____ CODE REQUIREMENTS, AS WELL AS ALL OTHER LOCAL, TYPE ____ VINYL _ VINYL-_ WOOD _ _ _ STO_RE_FRONT_ __ HOLLOW METAL. --- - - - - STATE AND NATIONAL CODES. VERTICAL GLAZING SHALL STYLE _FIXED SLIDING _- FIXE FIXED _ -__-_ FIX O - - - -- 10 2-HM--N-GL (PR)1 3/4" x 3 x 6 4 P HM 2" 16 EXTERIOR TO SABHA HALL BE CLASS 40 MAXIMUM. NAILING FIN----,--._-Y- -Y- -Y- __ -N_- - -- _-N-_ _ }� 1-r--M -- - -- 2. ALL OPERABLE WINDOWS SHALL COME COMPLETE WITH SCREENS. GLAZING _-_INSUL--- - INSUL --- ---_INSUL- _ _ INSULATING -__ _ 1� W-1 C- 6LA_SS c ; 11 2-HM-N-GL ( 3/4" x 3°x 6° 4 P HM 2" 16 EXTERIOR TO SABHA HALL - -- - I AS$Y,-,_RATIN -N- - -N _ -N- ---_ _ _ -N- 31A HR. ----�-- - - -- -- ---- -- - __ - --- US FRAM _FAILING LANG _NAILIN �LAN�E NAI�IN LAN ALUMINUM SEL . M 12 NOT USED - -- --_--- - - - - --- - - -- M M . co CZ13 I WD-20 1 3/4" x 3ox 6° 6 U HM �" 16 RECEPTION TO L'BRARY/BOOKSTORE _ _ CIO 14 WD-20 1 3/4" x )0• 6° 5 U HM 16 -- SHOES TO WOMEN'S ROOM FINISH SCHEDULE ABBREVIATIONS HARDWARE GROUPS �A'D. 04-15-01- ° "r-� -� - ---- - ---- _ v x ; ROOM r-INISH SCHEDULE FIe Nome: 01-03- 3 < Eal °�• o1-os-os n,•x+r1 15 _WD-20 1 3/4" x 3ox 6° 5 U HM 2" 16 SHOES TO MEN'S ACT _- - _ACOUTIC LAY--IN TILE (2x4) OT - _ QUARRY TILE HDWR. FIf�8N ITEM -- DEBaRk'TKNd A.F.F._.__- ABOVE FINISH FLOOR REQ'D.---_ REQUIRED GROUP CODE WALLS 16 WD-20 1 3/4" x 30x 68 6 U HM 2" 16 CORRIDOR TO OFFICE AL., ALUM._- ALUMINUM REO'MTS. -_ REQUIREMENTS 1 MATCH HINGE OFFSET PIVOT FLR BSE - CEILING ?. AAL _---ANODIZED ALUMINUM FINISH RB4._ - -- 4" RUBBER COVE BASE FRAME ROOM NORT SOOT EASTt, WESTT, _ o ° AUT._--__AUTOMATIC RBS-- -- 6" RUBBER COVE BASE LOCKSET CYLINDER U U 0 1 7 WG-20 t 3/4" x 3 x 6 6 U HM 2" 16 O CORRIDOR TO KITCHEN BB ---- BALL BEARING R812 __ - 12" RUBBER SKIRT BASE CLOSER LCN 2010 NAME NO. MAIL -M MAT"L MA FIN MAT' FIN MAT FIN AT FIN A FIN -- BRZ. __.__ BRONZE S _---_ SOLID CORE "' ►fit C7 18 HM-60 1 3/4" x 40x 70 7 P HM 2" 14 CORRIDOR TO ELEVATOR C _--___ CARPET SCB---_ SELF COVED BASE EXIT DEVICE 8 RECEPTION 1 CT I 0.0 CB cwe P Gwe P GWB n GwB P cwe P 9'-0' � d 1--- - CB_-- __ 4" CARPET BASE SIM._---- SIMILAR _ Q CO rs 0 e CR __ -- _ CLEAN AND RESTORE EXISTING SING._-- _SINGLE THRESHOLD PEMKO 20050V -- 19 WD-2.0 1 3/4" x 3 x 6 6 U HM 2" 16 CORRIDOR TO ELEVATOR EQUIPMENT CORRIDOR 2 r.. 0.0 CB GwR P GWB P GwB P Gwa P GwB P 9'-0" CT ___ - __ CERAMIC TILE S.L._-__ SIDE LIGHT .e W O CTN __ _.-- CERAMIC TILE, NON-SLIP Si --_.SLIDER 2 26 HINGE 1-1/2 PR. 4-1/2"x 4-1/2" BB J CV m CORRIDOR 3 C 0.0 CB GWB P GwB P GWB P CWB P G'VH P 9'-0" � 20 WD- 20 1 3/4" x 3°x 6° 6 U HM 2" 16 CORRIDOR TO Or'!-!Cl CW_ -- -- CARPET WAINSCOT S.M. -_- -SURFACE MOUNTED LOCKSET CYLINDER 4D _ DBL.-_-_ DOUBLE SPR. HNG.__ SPRING HINGE CLOSER LCN 4010 . °* 111 DR. ---- DOOR CORRIDOR 4 C 0.0 CB GWB P GWB P GWB P GW8 P GwB P 9'-0" 9 : o e SQ. IN. __ _SQUARE INCHES 21 WD-20 1 3/4" x 3 x 6 6 U HM 2" 16 CHAPEL TO CHAPEL STORAGE EX - - EXISTING EXIT DEVICE 8O STL. ____STEEL WOMEN'S RESTROOM 5 CTN OA EE SOH. GWR P GWH P GWH P *GWB P GWB P 9'-0" --- - - -- EXT. _--- EXTERIOR S10.-__-_STORAGE THRESHOLD PEMKO 20050V CL 22 WD-N 1 3/4" x 3°x 68 12 U HM 2" 16 OPFFICE TO CLOSET FF------ FACTORY R.ISH SC _---_SEALED CONC. SHOES 6 CT 0.0 R84 cwe P GWB P GwB P GWB P GWB P 9'-0" - _ --- FRP---- FIBERGLASS REINFORCED PANEL SV___---SHEET VINYL 3 26 HINGE 3 PR 4 1/2" X 4 1/2" BB - W GL. --_._. GLA3S TCF _--_ TEXTURED CEILING FINISH LOCKSET ENTRANCE AND DEADBOLT LIBRARY/BOOKSTORE 7 C 0.0 R84 GWB P CWB P GwB P GWB P GwB P 9'-0" 23 WD-N 1 3/4" x 30x 6° 8 U `.M 2" 16 OFFICE TO BATH GWP- _ - GYPSUM WALL. BOARD SMOKESEAL PEMKO S88 -- H.C.- -_ - HANDICAPPED TWF _--_ TEXTURED WALL FINi;H DOOR STOP WALL BUMPER OFFICE 8 C Do WD GwB P GWB P GWB P GwB P GwB P 9'-0" T.I.GL -.-_ TEMPERED INSULATING GLASS ° HR._--- HOUR SHOES 9 CT 0.0 R84 GWB P GWB P GwB P GWB P GWB P 9'-0" 24 WD-N 1 3/4" x 30. 6 8 U HM 2" 16 LIVING ROOM TO BATH H---_- HOLLOW CORE VT__ _-_ VINYL TILE, REINFORCED INS._--- INSUL.AiED DOOR CORE VWC ____VINYL WALL COVERING EXIT DEVICE O 25 yVD_20 1 3/a" z 3°x 6° 9 U HM 2" 16 LIVING ROOM 70 OFFICE LT._--- _ LIGHT WBMS _. _ WATER BORN MULTI-SPECK MEN'S RESTROOM 10 CIN 0.0 SEE SC H. GWB P GwB P GwB P GWH P GwB P 9'-0' ` f ME--- __ MATCH EXISTING - - - MIN._--- MINUTE PAINT 4 26 HINGE 3 PR 4 1/2" X 4 1/2- BB OFFICE 11 OT 0.0 RB4 GWB P CW8 1 P GWB P GWB P GWB P 9'-0" 26 WD-20 1 3/4" x 30z 6° 9 U HM 2" 16 CHAPEL TO KITCHEN p-___-- PAINT WBE ----WHITE BAKED ENAMEL CLOSER LCN 4010 - - -- PANIC__-- PANIC HARDWARE WD. _-_-WOOD COORDINATOR UL""IN-JOHNSON COR65 ELECTRICAL 12 5V 0.0 RB4 Gwe P Gwe P GWB P GwB P GWR P W-0" a.- P.F.--- PRE-FINISHED WD --- _ 1 x6 CLEAR FINISH WOOD ASTRAGAL PEMKO 352CR 27 WD-N 1 3/4" x 30x 68 8 U HM 2" 16 LIVING ROOM TO BEDROOM U--___ -CLEAR URITHANE WOOD FINISH KITCHEN 13 OT 0.0 07 GWB FRP GWB FRP GWB FRF GWB FRP Gwe P 9'-0" [ o e PR.- -- PAIR EXIT DEVICE 28 WD-N 1 3/4" x 3 x 6 8 U HM 2" 1 16 LIVING ROOM TO STUDY STORAGE 14 oI 0.0 R84 GWB P GWB P GwB P GwB P GWB P 9'--o" - - NOTE:_ WALLS IN RESTROOMS WITH PUBLIC ACCESS TO HAVE 4'-0" HIGH 5 26 HINGE 1-1/2" PR 4 1/2" X 4 1/2" BB ( �• CF;<AMIC TILE WAINSCOT ON ALL WALLS AND 80NGED TO CEMENT BACKER--BOARD. AND SPRING HINGE JANITOR 15 SV 0.0 RB6 GwB P Gw8 P GwB P GWB P GWB P a'-0' \ •a 29 2-WD-20-GL (PR)1 3/4" x 3°x 6° 10 IJ WD� 2" 16 CORRIDOR TO CORRIDOR LOCKSET PASSAGE - ` ,.,t'��'► - - ____ SMOKESEAL PEMKO S88 CHAPEL 16 C U.0 ce GWB r GWB P GwB P CWF) P GWB P 15'-0" vw�► 30 2-WD-E1, -GL (Pi 3/4" x 3°x 6° 10 U WD 2" 1f, CORRIDOR TO SABHA HALL - -_ DOOR STOP WALL BUMPER ELEV. EOt'IP 17 sv 0.0 R84 cwe cwe P cwB P GwB P 'WB P 9'-0" V r0 8 File Name: 27t-dn.dwg 6 26 HINGE 1-1/2" PR 4 112- X 4 1/2- BB CHAPEL STORAGE 18 C 00 R84 GWR P GWB P GwB P GWB P GWB P 9'-0" 31 c WD-6Q-GL (PR)1 3/4" x 3 x 6 11 U HM 2" 16 CORRIDOR TO CHAPEL O DOOR SCHEDULE NOTES Edit Date: 04-10-03 (16:,9:46) AND SPRING HINGE - --- LOCKSET ENTRANCE OFFICE 19 C 0.0 WD rwB P GWB P Gwe P GW8 P Gw8 P 9'-O" 32 2-WD--GL (Pi 3/4" x 30x 68 11 U HM 2" 16 - SABHA HALL TO CHAPEL -- 1,) ALL SOLID CORE DOORS SHALL BE "AMERICAN DOOR" OR EQUAL. SMOKESEAL PEMKO S88 `� DOOR STOP WALL BUMPER BATH 20 CT 0.0 SCB GWB I' GwB P GWB P GWB P GWB r 9'-0" 33 WD-20 1 3/4" x 30x 6° 6 U HM 2" 16 CORRIDOR TO JAN. I 7 26 HINGE 1-1/2" PR 4 1/2' X 4 t/2" 8B STUDY 21 C 0.0 wD GWB P GWB P GWB P GWO P GWB P 9'-0' _ O2 STOREFRONTS TO HAVE 36" SWEEPS- FINISH TO MATCH DOOR. HINGELOCKSET LATCH W/ MAGNETIC HOLD OPEN CLOSER I_CN 2010 / KITCHEN 22 CT 00 WD GWB P GWB P GWH P GWB P GWB P 9'-0' 34 2-WD-60-GL (Pk)1 3/4" x 30z 6° 10 U HM 2" 16 � DINING HALL TO KITCHEN e O3. ALL HYDRAULIC DOOR CLOSERS SHALL BE "L_CN" OR BATH 2.3 CT 00 SCB Gwe P GWB P GTrB P GwB P GwB P 9'-0" 35 WD-60 i 1 3/4" x 3ox 6° 9 U HM 2" 16 STAGE TO DRESSING ROOM EQUAL. I 8 26 HINGE 1-1/2" PR 4 112" X 4 1/2" BB LIVING ROOM 24 C 0.0 WD GWB P GWB P l'WB P GWB P GWB P 9'-0" O DOOR BUMPERS AND KICK PLATES TO BE INSTALLED AND MAY BE LOCKSET PRIVACY _ 36 WD-60 1 3/4" x 3ox 6° 9 U I HM 2" 16 STAGE TO DRESSING ROOM GENERIC MANUFACTURER. • DOOR STOP WALL BUMPER BEDROOM 25 C 0.0 WD GWR P cwe P GwH P GWB P cwe P 9'-0" 1 O ALL HINGES SHALL BE "STANLEY" OR EQUAL. 9 26 HINGE 1-1/2" PR 4 112- X 4 112" 88 DINING HALL 26 VT 0.0 RB4 GWB P GWB GwB P GWB P GWB P 15'-0' /.\ 37 M-R 6°x 3° 14 P HM 2" 16 O DINING HALL TO KITCHEN WITH SPRING HINGE 06.- LOCKSET CLASSROOM SABHA HALL 27 C 0.0 CB GWB P GWB GWB P GWB P GWB P I5'-0" �v 38 WD-20-GL 1 3/4" x 3ox 6° 6 U HM 2" 16 KITCHEN TO OFFICE ALL LOCKSET5 SHALL BE SCHLAGE "D" SERIES OR SMOKE SEAL PEMKO S88 - EQUAL (LOCKSETS SHALL MEET REQUIREMENTS STAGE 28 WD 2.0 R84 GWB P GWB P GWB P GWR P GWB P 1.3'-0' OF THE AMERICANS WITH DISABILITIES ACT). DOOR STOP WALL BUMPER 39 WD-N 1 3/a" x 3°x 6° 6 U HM 2" 16 KITCHEN TO ELECT, 10 26 HINGE 3 PAIR 4 1/2" X 4 1/2" BB DRESSING ROOM 29 C 2.0 R84 GWB P GwB P cwe P GwB P GWB P 13'-0' _ O7. GLAZING IN EXTERIOR DOORS SHALL BE OF CLASS CLOSER LCN 4010 - - 40 WG-20-GL 1 3/4" x 3°x 6° 13 U HM 2" 16 40 OR UO.20 INSULATION RATING. �� CLOS FLUSH BOLT GLYNN JOHNSON FB41-P DRESSING ROOM 30 C 2.0 R84 GWB P GwB P- GwB P GwB r GwB P 13'-0" / CORRIDOR TO CLASSROOMAUTO -- MO �MT -S88 O EXIT DOORS SHALL HAVE CONCEALED ROD CRASH DEVICES f INATORi;L�FhS�J(SFI�ISON COR65 41 WD-20-0I. 3/d" x 3 O 6° 13 U HM 2" 16 CORRIDOR TO STORAGE TO ALLOW EXIT THROUGH LOCKED DOOR AND RELOCKING OF DOOR. ASTRAGAL PEMKO 352CR STAIR 41 C vARles RB12 Gw8 P GWB P GwB P rwH P GwB P 18'-2' • 42 WD-20-GL 1 3/4" x 3ox 6° 13 U HM 2" 1fi 11 26 HINGE 3 PAIR 4 1/2" X 4 1/2" BB STAIR 42 C VARIES R812 GwB P GWB P GWB P Gw8 P GWB P 18'-2' / CORRIDOR TO STORAGE O ROLL DOWN DOOR SHAH BEA 60 MINUTE RATED ASSEMBLY WITH RATED JAMBS LOCKSET CYLINDER AND SILL. ACTUATION SHALL BE BY FUSEABLE LINK RATED AT 165°F, CORRIDOR a3 C 10.21 CH Gwe P cwe P GwB P GwB P cwe P 8'--0' W 43 WD-20--GL 1 3/4" x 3 . 6° 13 U HM 2" 16 CORRIDOR TO STORAGE /� CLOSER LCN 4010 - o 1, EXIT DEVICE O CLASSROOM 44 C 10.21 R84 GWB P GWB P GWB P GWB P GWB P B'-0" 44 WD-20-GL 1 3/4" x 30x 68 13 U HM 2" 16 CORRIDOR TO CLASSROOM NOTE: "� SMOKE SEAL PEMKO S88 _ � cc --_ __- DOOR HARDWARE FOR ALL AREAS OF THE BUILDING SHALL. MEET A.N.S.I, STORAGE AS SV 10.21 RB4 cwe P GWB P GWH P cwe P GwB P 9'-0' ASTRAGAL PEMKO 352CR _ � � O - - AND THE AMERICANS WITH DISABILITIES ACT, AS WELL AS THE COORDINATOR GLYNN JOHNSON COR65 45 WD-20 1 3/4" x 3°x 6° 13 U HM 2" 16 CORRIDOR TO MECHANICAL ROOM ACCESSIBILITY REQUIREMENTS OF THE STATE AND LOCAL AUTHORITIES, STORAGE 46 sv 10.21 Rea Gwe P Own P GwB P -�Gwa P GWB P 8'-0" e - - - -2 26 HINGE 1-1/2- PR 4 112- X 4 112- CLASSROOM 47 C 10.21 RB4 GWH P GWB P GWB P GWB P GWB P 8'-o" ' Q 46 WD-20-GL 1 3/4" x 3'. 6 13 U HM 2" 16 CORRIDOR TO UNUSED LOCKSET PASSAGE ((.=jj �� -- -- DOOR STOP WALL BUMPER MUCH. 48 SV 10.21 R84 GwB r cwe P GW8 P Gw8 P Gwe P 8'-o" fY+ W 47 WD-20-GL 1 3/4" x 3 ox 6° 13 P HM 2" 16 - -- CORRIDOR TO UNUSED 13 26 HINGE 1-112" PR 4 1/2" X 4 1/2" 88 UNUSED SPACE 49 -- 10.21 RB4 GWH P GWH P GwB P GWB P cwe - P 8'-0' c r WITH SPRING HINGE O 48 WD-N 1 3/4" x 3°x 6° 6 IJ HM 2" 16 UNUSED TO ACCESS CLOS. LOCKSET PASSAGE UNUSED sPnr.E so -- 10.21 RB4 GwB P GwB P cwe P GWB P GWB P 8'-0" O DOOR STOP WALL BUMS Ac,CEss CLOS. 51 sv 10.21 RB4 cwe P GWB P cwe P Gwe P GWB P e'-o" J 49 HM-60 1 3/4" x 4°x 70 7 P FIM 2_" 14 CORRIDOR 70 ELEVATOR 14 HARDWARE MANUFACTURERS STANDARD HARDWARE t W f1� FOR 1 HOUR RATED ASSEMBLY MARBLE TILE TO BE BILI A'. AN ALTERNATE FLOOR FINISH _ li DOOR TYPES '��.,�`''.�.^ �.�. =7d_�� AV (n TEMPERED TEMPERED TEMPERED � � PEEP AT APARTMENT - GLASS-7GLASS ----� GLASS III •• I' P -- -� r L /, ' , - DRAWN - 1- ►- � �ILZI TJi"1 �� CHECKED rq v - - -- -- DATE - 31-0. 3'-0' 3'-0' 11 _ 3'-0' 1 6'-0' 4'-0' 3'-0' 3'-0' 3'-0' 3'-0' JAN. �9t�'1� 2003 - SCALE AS NOTED ALUMINUM ALUMINUM - -- - -- - ---- - JOB NO. - ,,TEFL STEEL STEEL - STEEL- -_-__ STEEL STEEL STEEL WOOD WOOD— -- 1�l POD 9V�i76-- T - V � WOOD _ STEEL _ - -___ -. 00-DRL-12-1 STYLE RAIL_ANU SALE -_ RAIL_AND STILE FLUSH FLUSH__-- __. _-�_- _ FLUSH- LUSH __ ---- _- `LUSH -- - �LUSH __ _ __-_ ._�_FLU�H __ FLUSH FLUSFI- _ _--BUSH - --FLEA - --�-FLL�JSFi---- FL_U5H --------- -- - - --t--- ------ ---- - -- -UPWARD CQILING CORE _ . --_--N- ----_-_-- -N- ----------___._- SOLID SOLID SOLID --------- - SOLID -- - ----- INSUL _ ____INSUL. ----- - - SOLID__ SOLID - - SOLID-- -- - SOLID_-_ -dLl6-- -- _ .___..._SOLi6 -- SOLID -- - - - -N- - SHEET GLAZING T, I. GL -- I I. GL _-- __-_-- N -- T. I �L - __- T_ I. GL T-7 M- --��S.I./LEAF 100 S,�LEAF -_ N - -N= _ _ -N- _1�T�;;__ 100 S1 _ - - W.G. 105._ C7LEAF S�EA� - - - ASSY. RATING - N - - - - - N - - -- - N - N - - N - N - - N- - N -- 60 MIN. - --- -N- --20- -- -20- - - -b0- -fib- - - -- - It 60 SF 2-SF HM-N _HM-N-H _ _HM-N-G= _2-HM-N-G� _ HM-N-GL_ 2-HM-N-GL `HM-60 _ _WD-N WD-20 WD-20-GL WD-60 2-WD-20-GL 2-WD-60-GL _ 1111- 1 BUP200Tiur.5UIT 1136513-0004 A 3 - ------- ---- = -----_-_.'t�✓�r 7 of 5g. --- --___._----- __-- ---- - -_--__�...----- ----- - -- -- -- - ------------------- r Name: X27p a3l.dwy OF SHEETS it Date: 04-2.3-0.3 (11:56:52) • I I I I, I I I I I I I I I I I I I I I I I I I I I I I I I I L L I I I I 11 I I 11 1 1 1 1 1 1 1 I� I I I I I I I I I III I I I Ig I III I I III I I III I I I��' I I III I I�� I III I I 111 1 �` •� 1 1 � -� NOTICE: IF THE PRINT OR TYPE ON ANY I ( I III I I I I III I III I I I I I -I �- I I- 1 1 1 1 ► I -I- , IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 1 I 31 41 I ( I �_-I ^- I - - I- - - - I - _.- ----- - - - - -�- J IT IS DUE TO THE QUALITY OF THE No J6 OPiGINALDOCUMENT ( >; RZ 81Z L�Z 9Z Z tZ EZ Z�Z Ji Z OZ Bt SI IN 9T 9t tI Et zi ii 1 t 6 8 L �9 9 fi E > t�l�IIIIIIIII �IIII IIIIII Ii 'I ' IIIII it� ILII I 1 I 1IIIIIIfilllIII �IIIIill ►Ii. I IIIIIIIIIIII1111111111111I, ,1111,1111 IIID �I f 11111111 �IIIIIIIIIII�IIIIIIIII IIII�III 11111111 II II II Ill.l 1 1 11 1 .111 I I 1 1111 I I � 11111111 l Ill Il IIIIIIIIIIIII�i IlWlllllll.11�llllflll �hlll b' REVISIONS BY 0 NS10NS Pf.R I If CIFf PIAN 0fCK 4 ;I-W HOLOW METAL JAMB -- ---- 2x6 FRAMING AT I;p' O.C. / I W/ 5/8' 'X' GUJB --- -/ I ---2X4 STUD WALL W/ (2) LAYERS 5/8' TYPE 'X' GYF'1 BD. 'X' _ -t � 5/8' GWB EA. SIDE WINDOW FRAME I/4' PLYWD FURRING, �-T�- --- -r -- -- - (?112x6 TOP PLATE -- - ----- _ 1 - HEADER - SEE SCHEDULE I � l2) 2x6 HEADER I I' FURRING SEE SILL FOR FINI$HE5 -- 'i ---- - - --�- e - JAMB - HEAD SIMILAR 5/8• TYPE X' GYP BD. , ` — - - 2' HOLLOW METAL FRAME J (2)1LAYERS 5/6' TYPE 'X' GWB I 2x4 CONT. FURRING AT OVER 4 MIL. i OLYETHYLENE � 5/8' TYPE 'X' GYP BD. `""--"-------"'- WINDOW MEAD ONLY VAPOR BARRIER' DOOR DETAILrp--� `� APPLIED METAL STOP �� 3' 5 NJGLE RABBET - $TEE_ DOOR FRAME /� - ^ - IIA' WIRE GLASS I 1 1/2' = 1'- 0" File Name: 27d-D,IHM.dwq A3.2 - JAI".8 TOT DOOR AND Date Plotted: 01 -19-03 (70:49: HEAD - JAMB SIMILAR --_� JAP;6 NOT sHou..►�I HEAD - JAMB SIMILAR 28 GA. G.I. FLASHING - � --_ - _- -- 3/4' WOOD DTRIM -- CAULKING (TYPJ Q I --- 1/4' WIRE GLASS CAVI-KING (TYP.) -- ELEVATOR DOOR AND WINDOW FRAME JAMB NOT SHOWN APPLIED METAL STOP -- - -- - 2' HOLLOW METAL FRAME HEAD STEE DO R FRABRAME- JAMB SIMILAR 0 " aS C9 A APPLIED METAL STOP OD g N ; t FIRE RA-QED DOOR SEE DOOR SCHEDULE -- I/4' WIRE GLASS W ; --------------------- V - - --- --- - MUNTIN �• W m LL. 5/8' PLYWD FURRING H INSULATING GLASS - --- 3/4' WOOD DTRIM 5/8' TYPE 'X' GYP BD. HEADER - SEE SCHEDULE F- 0 f V co o 2X•1 STUD WALL W/ (2)LAYE 1x3 CONT. FURRING AT - ` 1 - m �1�V11 WINDOW FRAME - /M� c I/4 WIRE GLASS O Lei. M o 5/8' 'x' GWB EA. SIDE DOOR HEAD AND JAMB 5/8' TYPE 'X' GYP BD. ' C � �— CAULKING -- APPLIED METAL STOP 28 GA.G.I. FLASHING 2' HOLLOW METAL FRAME Ix3 CONT. FURRING -� - 4 MIL. POLY. VAPOR BARRIER J N d -_ 28 GA,G.I. FLASHING —� �.-�-- •4' HOLLOW METAL F'�AME =' �� - CAUKLKING -- WOOD PANEL SHEATHING---_ 5!8' TYPE 'X' GYP BOARD • Z !! (2) 2x6 PLATE i DOUBLE 2x PLATE I' CEMENT PLASTER STUCCO ON STUCCO MESH AND 15•FELT ?xb STUDS AT 16' O.G. -_- 5/8' TYPE 'X' GYP BID, HEAD - JAMB SIMILAR • - J-- SILL - JAMB 777<1 1. EXTERIOR DOOR DETAILXINTERIOR WINDOW DETAIL D EXTERIOR WINDOW DETAIL E_X 1 1/2" = 1'- 0" File Name: 27d-EJHM.dwg a3.2 1 1/2" = I'- 0' File Name: 27d-WJHM.dwg A3.2 1 1/2' 1'- 0" File Name- 27d-wj.dwg A3.2 LU Date Plotted: 01-28-03 (09:50:09) Date Plotted: 01-20-03 (14:17:23) - Date Plotted: 01-28-03 (09:52:42) u _ 1 ---- —yr 1.7 JAMB ELEVATOR FIRE DOOR DETAIL A 1 1/2' = 1'- 0" File Name: 27d-DJE.dwq A3.2 Date Plotted: 01-20-03 (21:54.14) :x784.' COILING FIRE --- -- �� DOOR AND _ Z LL�I / TRACK. W G r" -5/8' TYPE A5.1 cn U. co Z 'X' GYP BD /--/ w O V 1 18' UL LABELED z Q V C UNTERTOP W/ -1/4' x 3' LAC T P AND EDGE Q CC W / SCREWS AT 12' O.G. P ASTIC LAMINATEO ( O COILING DOOR 6' = 1- J GUIDE L -Ix -BRACKET W A Uo' O.C. W = cc CONT. I x 8 CLEAT • ROLL DOWN DOOR `n ^♦ r4_ • �" to JAMB DETAIL r,. File IN^mF 13s-cab2.dwg �32 4(r7 Edit Date: 01-20-03 (09:56:03) SERVING WINDOW SECTION 1/2' = 1'- 0" File Name: 13s-dskl.dwq A3.2 DRAWN Edit Dale: 04-15-03 (15:54:30) TJM CHECKED ROC DATE JAN. 29th, 2003 SCALE A5_NOTED JOB NO. 00-DRL-12-1 — SHEET----- Tigard Str. 11365 BUP2003-00050. MEC2003-0004 A382 B of 53L File Name: X27p-a32.dwg OF SHEETS Edit Date: 04-23-03 (11:56:35) s l � l ,� I l i l � ., . .� .. THIS �t III I I I I I�I I I I I I ' I 111 I I I I I I 1111 I I I I ! 1 1 1 I I I 11� 1 I I I 1 I I I I I I I ' 1 1 1 1 I ; I 1 III 1 1�1 1 � 111 Illll � l 1111111 1�1111 � 111111 1111111 Illl �ll 1111 � J1 � NOTICE: IF THE PRINT OR TYPE ON ANY I I II i I III 11 I , I 1 1 , 1 1 I I 1 1 11 1 1 -1 11 f 1 1 1 1 1 1 I I 10 I I 11 I 111 Fall �j X00 IMAGE IS NOT AS CLE1R AS THL, NOTICE, Z -- J � - - - �- - ______�.1___..__—__ 1 IT IS DUE TO THE QUALITY OF THE � �,o,e �.��1-..•• -,:,,.�I . . - ORIGINAL DOCUMENT f � 6iZ 1 8j7, GZ 19Z Z ibZ T:Z Z TZ UZ 611 BT L)i 91i 9i �6i Ei ZI t T TAII 1 - T� �..T11TlIlll�llllllll��llll IIII�II �IIIIII�IIll 4 r REVISIONS BY - 0-14SIONS PER G')F ITY PIAN CNFCK 4 -p 1 DOTTED LINE SHOWS- I-I/2' GIA•--- - - NOTE: SHOWER AREA OF GRAB BAR GRAS BAR5 MOUNTING BAR FOR ?�. �--� ROE) REINFORCING (1) ROW TYP. ALL -- _ ADJUSTABLE-HEIGHT OF 2xBLOCKING5 SHOWER HEAD MUST - - - NOT OBSTRUCT USE -TOWEL RACK- - ------ --______ __-_.. .__ ------ OF GRAB BARS. CHF:OME r. ___--- ..__ -- -_ -- _-- ROBE HOOK •• %i 4'-7 13/16 CHROME MIRROR WALL MOUNTED / - -- --- - 66' AFF. INSULATE T'R.1P / /� 1 -) Z9/32 I _ ZP AND H.W. SUPPLY - ------ -----------/----------- 96' - --- ---- * --yl` X. Lam'=--`=� - Aldg ]L - 77 mac. _ cq - I 1 __ TOILET PAPER 2x BACKING _ 1' MIN. Q - 3/4' PLY WD BkyGKET 3NOT DISPENSER 4 AS REQ'D. -� ItYP.) GRAB BAR WOMEN'S BATHROOM ELEVATIONS GRAB BARS J -- — ---- _ -� A TYP. ALL BARS � r 1/4" = 1'- 0" �j �n a NOTE: ti m MOUNTING BAR FORNOTE O ADJUSTABLE-HEIGHT 5HOLUER HEAD 0 •TYPICAL CLEARANCES G1 ; MUST NOT OBSTRUCT USE OF GRAB 3/4 PL ASTIC LAM. - DOTTED LINE SHOWS BARS. STALLS 47 i!' ABOVE AREA OF GRAB BAR AT ALL ACCESSIBLE BATHS AND PUBLIC FF. REINFORCING (l) ROW ROD SHOWER OF 2x8 BLOCKING REST ROOMS w N6 -BATHROOM FLOOR AND Y WALLS TO BE EPDXY PAINT 1-1/2' DIA, TO BE SPECIFIED BY r=1 TOWEL RACK- ------ ------ --- ---- � _. � �sRAB NcTO - - corR4R' CHROME ------ - --- _,�-- --- - ROBE HOOK - ' -- ' BARS TYP11 � CHROME WALL i ALL BARS4' 5 15/16' �� Q / m MOUNTED 6�' _ \ /j MIRROR /� INSULATE TRAP - I'- \ AND H.W. SUPPL r 36' - ----------------- /------------- rANDLH.W�SUPPLY - o � J X X. _ - Lam-=rr y; '♦. - - / kyr Q Z -trt- / v o, `" ,n W.C. `n N -- AX till ?x BACKING TOILET PAPER II' MIN. 1 AS REQ'D. 2 3 DISPENSER 4 3/4' PLY WD BRACKET - ITYPJ -�� GRAB BAR MEN'S BATHROOM ELEVATIONS 1/4" = V- 0" i 1.lJ NOTE: SHOWER CURTAIN ROD (TYP.) CURTAIN ROD �/'�� ,.4 MOUNTING BAR FOR ROD ADJUSTABLE-HEIGHT _?T SHOWER— SHOWER SHOWER HEAD MU57 § NOT OBSTRUCT USE --TOWEL RACK- - OF GRAB BARS. CHROME _ _ __ _ _J ROBE HOOK _ I \ CHROME \ NOTE: \ WALL MOUNTED 4 66' AF.F. MIRROR -TYPICAL CLEARANCES AT ' \ _ MIRROR INSULATE TRAP ALL ACCESSIBLE BATHS \ u 0 AND PUBLIC RESTROOMS 6, AND H.W. SUPPLY �9 ' X -- --- -- / -BATHROOM FLOOR AND , `D X -- W.C. WALLS TO BE EPDXY PAINT Q W.C• Q LZ Z / W.C. / M �n SPECIFIED BY CONTRACTOR. 6, _ W.C. I 3 _O 19 2x BACKING 2x BACKING 2 6 � TOILET PAPER � 2 --'� 3 A8 REQ'D. A5 REQ'D. 4 I I 1 2 __,�__.�_ ___�_,�_ 3 4 DISPENSER TOILET PAPER DISPENSER (TYP.) (TYPd II' MIN, GIRAB BAR GRAB BAR OFFICE BATHROOM ELEVATIONS C RESIDENCE BATHROOM ELEVATIONS 1/4' = V- 0" 1/4' = 1'- 0" Z W PLASTIC LAMINATE TOP c III-EDGE a BACK5PLA51wl CD Z Lij o c ) O , HOOD zCC (� \ W cc 9 - - - Ix2 irILES� 1 / - - ;n -Aiv �� STOVE '� ♦♦a�Rq O 9 _ ___ ____ ____ / REF. REF. 6' BACKSPLASH I INSULATE TRAP o V z J _ - ` -- - --- -- -- ��-��-j�� AND H.W. SUPPLY LU PLA TIG LAMI E SHELVES I w cc I UJ F_ 9 -Ix2EATS (TI ) C-� / (� 0 ,- �J I-aa C6 �1 - - = . -tio' 3'-0' -6 2'-0'- 2'-0' g" Z'-6' -3 , 4 Z .g• Z�_0• II' MIN-- - -2--g'- - Q': cl) KITCHEN EQUIPMENT ITEM 1 2 1'-m' 3 1 2 2 2 "Q r ELEVATION-KITCHEN SHELVES ' ooi ^1/4" = 1'- 0" — _ RESIDENCE KITCHEN ELEVATIONS DINING SINK ELEVATIONS DINING SINK ELEVATIONS G 114 1/4" - i' 0" 1/4" = 1' 0" DRAWN TJM _ CHECKED ROG DATE JAN. 29th, 200.3 ---- ------ SCALE A$ NOTED JOB NO. SHEET Tigard Str. 11365 1 BUP2003-00050,MEC2003-0004: A40 9 of 5s• File Name: '(27p-a4l,dwg OF SHEETS Edit Date: 04-23-03 (11:56:17) NOTICE- IF THE PRINT OR TYPE ON ANY 1 1 1 1 1 1 1 111 1 1 I I, 1 ! I I , 1111 1 1 1 1 11 1 1 I�I I i 1 1111111 11(1 11 1 1 1 1 1 1 1 1 VIII 1 1 1 11 ! 11 III III 111 1 111 VIII 1 1 1 1 11 1 1 I I I I I I I ' l l l l! � I�I l i l l III I L I I I' I 'I I I I I I ! 1 1 1 1 III III 1 1 11 1 1 1 6 I I I ' I ( Iio ' I I Ili I I 1 7 ,.., I I IMAGE IS NOT AS GEAR AS THIS NOTICE, 1 -- I f �- -- -- -1 1 ��. - ! l --_---- �- - —_. l f - -- --- - —- _ 1 ----�_____J l T I DUE TO THE (QUALITY OF THE N0 36 ®'::Z ?"'" � II► I►I►I�I� ,IIIIeI sGIII 1111 Z I►►III9I1�ZI II III IIS Z►I►�<<►�IibZI IIIE�I�ZII►«I�I�► zII►►IIIItIIZI►III I►OI IZ IIIIISI [IIIIIIIIIII II II I I�II II II II 1 I IIIIII9I► tIIIIIII�IIItI-II►III►I11I1IIIIII-17II,1III►III-I►�tIIILIIL �►IIII►IIIII►I1IEIiII►III�I�I��I �l�lb-ut� � t -- � 1340"I � ��1 ��l «ORIGINAL DOCUMENT �Illir�►I �s GENERAL ARCHITECTURAL NOTES AIJESHALL ECONSTRUED F BUILDING EREVISO , VICIDIF DTOBEHE19 8 STATE OFOREGON STRUCTURAL SPCI,ALFY_�;,� INS ____l BY - _ Note 1: Contractors to install address numbers a minimum of Note 12: (U.B.C. 2406.4) Glass in the following locations must be safety Note 36: Telephones shall be accessible in compliance with (JBC 110b,4.2 3 1/2 inches in height in accorda ce with U.B.C. Sec. 502 prior glazing: 1 . Glazing in ingress and egress doors except jalousies. to requesting final inspection. Numbers shall be lighted or reflective, 2.) Glazing in fixed and sliding panels of sliding door assemblies and Note 31' Elevators shall comply with State Elevator Specialty Code. (Note: contrast with their backg k, ind and be plainly visible from the street. panels in swinging doors other than wardrobe doors. 3.) Glazing in stcrm Separate State Elevator Permit in required.) Elevator shall comply with doors. 4,) Glazing in all unframed swinging doors. 5.) Glazing in doors ADA requirements. Note 2: Walls, cei;ings cnd floor/ceiling assemblies and enclosures for hot tubs, whirlpools sounas, steam rooms, hathtubs and -- showers. Glazing in any portion of n building vicll enclosing these Note 38: Contractor shall coordinate with manufacturers recommendations required to be fire protected shalt have all openings n d compartments where the bottom exposed edge of the gluzing is less than 60 or preparation requirements of final finishes. I.E. floor and penetrations installed per the requireme Sts of U.B.C. Chapter 7. inches above o standing surface and drain inlet. 6.) (;lazing in fixed or wall coverings, textures, etc. - _ _- operable panels adjacent to a door where the nearest exposed edge of the glazing in within a 24-inch arc of either vertical edge of the door in a Note ''): This project shall include a fire sprinkler system. This system to Note 3: When a ceiling forms the protective membrane for o - - --- - ------ closed position and where the bottom exposed edge of t;,e glazing is less than be a "design-build system. Plans for this system shall be submitted to and fire-resistive floor-ceiling or roof-ceiling assembly, the 60 inches above the walking surface. 7.) Glazing in or individual fixed or appro ted by the proper agencies prior to construction, See Note 42. ceiling sholl be without openings, except for exceptions 1 -6 operable panel, other than those locations described in Items 5 and 6 above, of this subsection, in order to protect structural elements. that meets all of the following conditions: Note 41 : Manual fire extinguishers shall be installed in accordance with NEPA 10. Ym U.B.C. Sec. 710.2. NOTE: THE ATTIC ACCESS HATCH IS REQUIRED 7.1 Exposed areo of an individual pane greater that 9 square feet, All areas of the building shall be within 75 feet of travel to an extinguisher. The TO BE A ONE--HOUR FIRE--RESISTIVE TESTED ASSEMBLY. SUBMIT CUT 7,2 Exposed bottom edge less than 18 inches above the floor. Minimum size shall be a 2A:10-BC rated. SHEET ON ATTIC ACCESS HATCH TO BE USED. 7.3 Exposed top edge greater than 36 inches above the floor, 7.4 One or more walking surfaces within 36 inches horizontally of the Note 43: All site inspections require a minimum 24 hour notice. ALL FIRE Note 4: The maximum flome-spread class of wall 'and ceiling plane of the glazing. DEPARTMENT INSPECTIONS ARE TO BE REQUESTED THROUGH THE BUILDING DIVISION. finish materials are required to comply with U.B.C. Sec. 804.1 PLEASE BE SPECIFIC AS TO TYPE OF INSPECTION. and Tb. 8--B. 8.) Glazing in railings • 2gordless of height above a walking surface. Ee Included are structural baluster panels and nonstructural in-fill panels. Note 46: Methods and coordination of construction and safety are the contractors m 14 Note 5: Exit doers shall be openable from the inside (See exceptions in U.B.0 ) 9.) Glazing in walls and fences used as the responsibility including but not limited to shoring, trenching, crone work and temporary u� without the use of a key or any special knowledge or effort, barrier for indoor and outdoor swimming pools and spas when all of the structures or bracing. LO Manually operated edge.- or surface--mounted flush bolts and following conditions are present: T � surface bolts are prohibited. When exit doors ore used in , 0 � A 9.1 The bottom edge of th , glazing is less then 60 inches above the pairs and approved automatic flush bolts are use, the door CO I m pool side of the glazing. leaf having the automatic flush bolts shall have no door knob 9.2. The glazing is within 5 feet of o swimming Poul or spa deck area. N ; or surface-mounted hardware. The unlatching of any leaf 3 5 UJ K shall not require more than one operation. U.B.C, Sec, 1004.3, 10.) Glazing in walls enclosing stairway landings or within �cet of the CO bottom and top of stairways where the bottom edge of the glass is less than V O < .. Note 6: Exits shall be illuminated at any time the 60 inches above a walking surto mL ace. � r � building is occupied with light having inti,-)sity of not less than 1 footcandle at floor level. The power supply for exit Note 13: Trusses to be designed and stamped by an approved state of o illumination shall normally be provided by the premises' wiring California licensed engineer. Stamped shop rirowing�, and calculations will system. In the event of its failure, illumination shall be submi,ted to the engineer of record and the Sen Jose Building Deportment V Vcam automatically provided from on emergency system where the and approved prior to erection or calliog for a rough froming inspection. O Q exiting system serves an occupant load of 100 or more. U.B.C. V Sec. 1012. Note 14: Roof trusses shall be supported laterally at points of bearingcc ao by solid blocking to prevent rotation and lotercl displacement. ,. O a J N m Note 7: Regardless of the occupant load, there shall be a U.B.C. Section 2326.12.8. floor or landing on each side of a door. When access for a wQ persons with disabilities is required by Chopter 11 or the Note 15: Attic ventilation shall be provided per the requirements of M ZZ Americans with Disabilities Act, the floor or landing shall San Jose Department of Planning, Building and Code Enforcement. meet the requirements of A.D.A. Sec. 4.13, and not be more than 1/2 inch lower than the threshold of the doorway. When Note 16: The roof covering is required to oe o minimum rating of � W such access is not required, such dimensions shall not exceed Class "B" per Table 15-A. Roof coverings shall comply with the 1 inch, Landings shall be level except for exterior landings, rmorements of U.B.C. Chapter 15, PROVIDE SUBSTANTIATING which may have a slope not to exceed 1/4 inch per foot. Door INFORMATION ON THE ROOF COVERING CLASSIFICAT!CN. landings shall have a length measured in the direction of travel of not less than 44 inches. U,B.C. Sec, 1004.9 and 1004,10. Note 17: All insulation materials, including facings, such as r � vapor barriers or breather papers installed within floor-ceiling Note 8: Except for romped aisles in assembly rooms, romps assemblies, roof-ceiling assemblies, walls, crawl spaces or attics, 4 � � used as exits shall conform to the provisions of U.B.C. Section shall have a flame-spread rating not to exceed 25 and a smoke density not to exceed 450 when tested in accordance with U.B.C. 1007. Romped aisles within assembly rooms shall conform with Y the provisions of U.B.C. Section 1014. Ramps which ore located Standard 8-1 . U.B.C. Section 707.3 (SEE EXCEPTIONS). W� within on occe ;sible route of travel shall also comply with _ ,► A.D,A. Sec. 4.8. Note 18: All foam plastic insulation used in building construction shall conform to the requirements of U.B.C. Sec. V' Note 9: In other than dwelling units, toilet room floors 2602 for materials and installation, shall hive a smooth, hard nonabsorbent surface such as portland Note 19: A special inspector shall be a qualified person hired by the cement, concrete, ceramic tile or other approved material owner who shall demonstrate competence, to the satisfaction of the which extends upward onto the walls at least 5 inches. building official, for inspection of the articular type of construction or Walls within 2 feet of the front and sides of urinals and o ar ' 701.2 Duties water closets shall have a smooth, hard nonabsorbent surface of P� otion requiring special inspection (U.B.C. Section ). portlond cement, concrete cerornic the or other smooth, hard of special inspector shall be according to U.B.C. Section 1701 .3. nonabsorbent surface to a height of 4 feet, and except for structural elements, materials used in such walls shall Note 20: All underground lawn irrigation systems connected be of a type which is not adversely affected by moisture. See to a potable water supply requires an approved backflow prevention device and an inspection to insure compliance with U.B.C. Section 2512 for other limitations. In all occupancies, state and local cross connection standards. accessories such as grab bars, towel bars, paper dispensers and soap dishes, provided on or within walls, shall be installed and Note 21 : A non-potoble water pressurized irrigation system sealed to p otect structural elements from moisture. U.B.C. may be connected to ary potable water supply system without Sec. 80/.1 .1 and 807.1 .2, the written consent of the purveyor of the water when installed Note 10: (U.B.C. 1202.2.1) All enclosed portions of Groups A,B,E,F,H,I,M with pressure zone backflow preventor. and S Occupancies customarily occupied by human beings shall be provided Note 22: U.B.C, Section 1013 - Exit sons• with natural ventilation by means of openable exterior openings with an 1013.1 - Where reauired� When two or more exits from a story are area not less than 1/20 of the total area or shall b- rrovided with a required by U.B.C. Section 1003, exit signs shall be installed at stair mechanically operated vAntilation system. Such extc ri( r openings shall enclosure doors, horizontal exits and other required exits from the story, open directly onto a public way or a yard or court is set forth in U.B.C. When two or more exits are required from a room or area, exit signs shall Section 1203,4, Such mechanically operated ventilation system shall be be installed at the required exits from the room or area and where capable of supplying a minimum of 15 cubic feet per minute of outside otherwise necessary to clearly indicate the direction of egress (SEE air per occupant in all portions of the building during such time as the EXCEPTIONS). 1032 - Graphics. The color and design of lettering, building is occupied. If the velocity of the air at a register exceeds arrows and other symbols on exit signs shall be in high contrast with their 10 feet per second, the register shad be placed mSre than 8 feet above background. Words on the sign shall be in block letters 6 inches in height Z W the floor directly beneath, with a stroke of not less than 3/4 inch. 1013.3 - Illumination, Signs W shall be internally or externally illuminated by two electric lamps or c Z Toilet rooms shall be provided with a fully openable exterior window shall be of an approved self-luminous type. When the luminance on the with an area not less that 3 square: feet, or a vertical duct riot lass fac�,, of an exit sign is from an external source, it shall have an intensity W than 100 square inches in area for ti3e first water closet plus 50 square of not less than 5.0 footcandles from either lamp. Internally illuminated LU 0 0 inches additional of area for each adc'itional water closet, or c S /1t mechanical) operated exhaust system unable of providing a complete s'clns shall provide equivalent luminance. 1 1 4 - P-Q�r �uoDly. Current V Y P y� P 9 P supply to one of the lamps for exit signs shall be provided by the Q W change of air every 15 minutes. Such mechanically operated exhaust premises' wiring system. Power to the other lamp shall be from storagecc systems shall be connected directly to the outside, and the point of batteries or an on-site generator set and the system shall be installed in W d cc discharge shall t)eie at. least 3 feet from any opening which allows air accordance with the Electric Code. 1013.5 - Floor-level Exit Signs, When J V `0`� Q entry into occupied portions of the building, exit signs are required by U.B.C. Section 1013.1 , additional arproved low-level 0 V ? exit signs which are internally or externally illum nated, photoluminescent J (U.B.C, 1 gate Guest rooms and habitable rooms within a dwelling unit or self--luminous, shall be provided in all inter' exit corridors serving W or congregate residence shall be provided with natural ventilation by guest rooms of hotels in Group R, Division 1 Occupancies The bottom of W = • means of openable exterior openings with on area of not less than one the sign shall not be less than 6 inches or more than 8 inches above the �' Q twentieth ;,f the floor area of such rooms with a minimum of 5 square floor level. For exit doors, the sign shall be on the door or adjacent to feet. the door with the closest edge of the sign within 4 inches of the door frame. < C6 V In lieu of required ex'erior openings for natural ventilation, a Note 2.3: Penetrations to the walls or ceilings for wall mtd, treaters, • to mechanical ventilating system may be provided. Such system shall be recessed light fixtures and fire extinguisher cabinets shall be constructed CO capable of providing two air changes per hour in guest rooms, to maintain fire rating of walls and ceilings. Heater Locations are shown on dormitories, habitable rooms and in public corridors with a minimum of the mechanical and electrical plans, ceiling light locations are shown on the Q 15 cubic feet per minute of outside air per occupant during such time as electrical plans, and fire extinguishers will be located as required by the Fire r' ine building is occupied. Marshal, instructions for which will be received during the on-site inspection. Uothrooms, water closet compartments, laundry rooms and similar rooms Note 24: Contractor to clearly mark all setbacks in the field, ^null be provided with natural ventilation by means of openable exterior openings with an area not less than one twentieth of the floor area of Note 25: the Contractor shall make available all portions of the work for required. such rooms with a minimum of 1 -112 square feet. and scheduled inspections, as provided for in UBC section 108, 1 701 .5, 1702 and DRAWN In lieu of required exterior openings for natural ventilation in special inspections required by the engineer or architect of rercord. The contractor shall TJM notify as required and in a timely manner the appropriate parties for each inspection. CHECKED bathrooms containing a bathtub or shower or combination thereof, laundry ROC rooms, and similar rooms, a mechanical ventilation system connected directly to the outside capable of provid ng five air changes per hour DATE shall be provided. Such systems shall he connected directly to the JAN. 29th, 2003 rutside, and the po;ni of discharge shall ��e at least 3 feet from any SCALE opening which alloi,,is air entry into occupi �d portions of the building. AS NOTED Bathrooms which contain only a water eros of or lavatory or combination _ --- - _-___ thereof, and similar rooms may be ventilated with an approved mechanical JOB NO. recirculatiny fan or similar device de5ri,•ned to remove odors from the air. 00_DRL_121 Note 11 : All glass sizing and glazing supports shall be in SHEET cccordance with U.B.C. Sections. 2403 and 2404. Tiqard Str. 11365 BUP2003-00050,MEC2003-0004: A6n1 10 of 51 File Name: X27p-a6l.dwg OF SHEETS Edit Date: 04-23-03 (14.23:11) NOTICE: IF THE PRINT ORTYPE ON ANY ! (11' 11 III 111 11 ' 1111 IIIIIII III � IllilllllLl 1111 ! 11 111111► II ! i111 Ili 1 I III III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, I - -�-- -- - L- - II 111111 ! I_I -I-ll )-tiII-I II--I-II-I -! 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LT'ETHELYENE eRI ARER I \\__(2) 6 MIL.POLYETWELYENE BARRIER -(2)LAYERS 9)6' TYPE ' Guo ( (2)LAY %/&'TYPE 'X'Gub I LAYERS S)O'TYPE 'x'aUND LI I I UNU8Ff>I SPACE r UNUSED SPACE CORRIDOR I I I I — --- I I I I -p 1a I I I I EXHAUST - I �MIL.POENr LYETHELYBARRIER WHERE occuRl � y , -- - - - _. - - - -- _ tU I (2)LAYERS SIB'TYPE TJ1 JO16T.SEE FRAf9MG m-AN I Til J015T EEE FRAMING PLAN I I x9 FOR SIZE AND SPACING. I I � FQQ SIZE AND(,PAGING _ I I _,_ _- ---- �� - �/ '-� -�/ "71'P. v \ 1 ! 0 I .��-� ( 1�,,`' ♦ S�♦, TJI JOIST.SEE PRAMING PLAN I I LL I I l ! J POR SIZE AND SPACIYs. (a)LAYERS S)s' ! ' (2)LAYERS Ips' TDOUBLE OP PLATE 4 - I ! `--- - f2)LAYEIM I(E' "XI Gaue DOUBLE 7'xA'—�� TYPE 'x'RS 51 I I TYPE 7('allb I I I I e TOP PLATE. b (2)2W CCWLE 7 TOP PLATE(T1Ta l 1 I ! I I I, --- --- --- -- ----- I I I ELEC. I I KITCHEN � eTP�aNCTu�ieA�. 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I I I ---------, I \ _ ENGMEERED WOOD (P LAYERB 5/0'TYPE •X GBS // TSL65ES AT 2A'OC I I OVER r MIL.POLYETHYLENE - -D)VX4, TOP I • I I TRu66E6 AT R OG ! i I BEEIBTRIJCTURNEERED AL (717'x1' BEE STRUCTURAL I I PLATE(OUBLET'YP./ /� I - (1)7'x1 ` I I ` �J R• 40 INBUL I IDouBLEPLATE TYPr I R- 4O MeuL �-�__��Y i I R- Im �+aui I I I I I I — I STORAGE CORRIDOR i / I (2)rxr' I / ! T (2)LAYERS 5ro' TYPE 'x GWC I I _ (7)LArERS 5ro'TYP! 'x'GtUD I I DOUBLE TOP it OVER r MIL.POLrE'HYLENE / \� Q I I OVER i MIL.POLYETRYLENE (20VER 1 MIL,MIROLYEl LENS TYP.) PLATE(TYP.)� �, I (2)2'xr' DOUBLE DOIJOLE 2x1 TOP PLATES(TYPJ—/ I 3/4'74Gc.YPCREPLYt 510• / �_i�/ ; O' I TOP PLATE(TYP.) (2)2'xr' 3/4'TKs PLr DOUfjLE TOPTJi J016T6.6FE 0 BREATHING I %-� PLATE(h-PJ BIZEMAND SRAC 42.9 — EACR SIDE, 16UD. r-(?)2'xr' DOUBLE ! I I I I I /I (BOTTOM PLATE I I 51r'TYPE 'X'GIW.— _ ---- 1 I I I I I ) I I I - REFER TO SHEET I I I I (2 j LArERb sro'TYPE'x•cuts A8.5 FOR ENTRY CANOPY SECTION ! I TO 2 xs'DOUBLE TOP PLATE lTYPJ TCP PLATE(TYPJ I I I AND DETAILS ! \ --�(2)2'xv r I I I IDOUBLE Top I I ! I I (PLATE(TVPI I I I I I I I I I I OFFICE CORRIDOR i i CHAPEL I i SABHA HALL I 1ro'TYPE x,GUM. s/a,TTTE tir QAEl.I I I I MW NCE. I I 5/e' TYPE •x•Owe. I I I I I I I EACH BIDE. i 2x6 BTUL WALL uJJ I 2'x4'P.T.BABE PLATE , I I S I E/ACRR&CM 9,TYPEX( I I I I yl Yx1'PT.DAM PSI TE I I �'?'x6'RT.EIAbt /// MEW OVER 4'COMPACTED 4 2x1 P.T.ELAS!p1.ATE ITYP YP' — I ! / i PLATE(TYPJ / GRAVI!L PILL ON 6,MIL POL ETHYLENE VAPOR BARRIER (�---� - I I I ,r j ; I - _---- -- ' T WE A: J' 17 -- ---------- - -- - ylll ._ _ I I BUILDING SECTION B_B ( 1/4' = 1'- 0' FI!P Name: 274,S-822dwg AI.3 W Edit !)ate: 04--15-03 (13:58:27) J r:tti!. is La N i J1 I�q+ • � V , A 1. Y LU r.� -J I.... C2 ��.. co 4 Z w -- w Z LL. CC 0 w a W I CC CC LLJ < z0 Lu = a � � 0 CC DRAWN TJM CHECKED ROC DATE - Ju1431, 2002 - - - SCALE A$ NOTED JOB NO. — 00-I)RL-1Z1_ SHEET Tiqard Str. 11365 BUP2003-00050,MEC2003-0004 A7w2 12 of 51 File Name: X27p-a72.dwg OF SHEETS R Edit Date: 04-23-03 10 I ' . ( I I I I I I 1 1 1 1 1 1 w . NO-ICE IF THE PRINT OR TYPE ON ANY I I ! ! I I' l l l l l l l I I I I 11 1 I I Ill l 1 1 l l IIIIIII IIIIIII I I1 I E1T I l r l l l lull l I l 1 1 111 1 1 1 1 1 11 1111 1 11 VIII I I I I l I 1 1 1 1 1 I Jill 1111111 1 1 1 1 1 ( I I I III 111111 I III III I ! Jr IMAGE IS NOT AS CLEAR AS THIS NOTICE, [ 1� I �__. __-- --�- -4�____ I -_ l_ 61- - I �- --- I-- 8 - - -�_ I 11 1� Cwt- �U() IT IS DUE 'TO THE QUALITY OF THE No 36 ®. i1`i��I;llllii6lilZiiilli1ii111i��I Zilll fllil �Z�l��l�iill�i..�l6.. Z lf l�8 lll�l��I lGIlilIIII tL I LIIOI II Z11 1 111 I�8II CI IIISII I 8�It IIIIIIGIIIII I,IIIIII(Il III ( II -�111111►II�IIIIIIIIIIIIiI IIIIIIIII tORIGINALDOCUMENT t 9i 4t �611 lllllllll 11111111I811LlllLliZ 1111.U111111 LJlllllll llll11Ll II1 �1� 1 t I N4T NOTE ---- - -- FMVI810NS ®Y IN INSTANCE OF D gCREPANGY BEAMS 4 JOISTS LABELED 4 UNLABELED �` REMISION P1`R GDE BETWEEN ARCH!EECTURAL AND MUST ESE VERIFIED WITH FRAMING PLANS 4 I / CITY PLAN (11[( r 4-11--03 13 STRUCTURAL DETAILING AT STAIR, SCHEDULES FOR SIZING 4 SPACING. IN CASE STRUCTURAL_ DETAIL SHALL GOVERN OF CONFLICT, VERIFY WITH ARCHITECT. I 6'-5 3/4' - - 13 13 I J V. -.. - - - ------ -- - --- - - - - - - 4'-2- 0' I I' 1 Y-10, -(� -- I I 6 m• I I � 3/4' G'YPCRET ON ! 3/4' T tG PLY OD 4 MI POLYETHYLENE A I :'- L V POR � I � S+IEATHING ,I ATTACHED TO INSIDE FACE OF STUDS. (TYP. AT EXTERIOR I , l WALLS)-- - BEAM -RUCTURAL - -_ i _F -1 / _� ! - - 1.3 FACE OF STUD- I f 1.3 (8) TREADS AT 11' W-� '1.3 - -- f 5/8' TYPE 'X' GWB OVER I F - BEAM - SEE 5/8' TYPE 'X' GWB OVER 2x6 STUDS AT 16 D.0 W/ R-II\ STRUCTURAL l 2x6 STUD S AT I6 O.G. W/ R-11 - `� ,!: BATT INSULATION IN ALL �3 Y BATT INSULATION IN ALL ':: 1�,_ �A.-_.__,._______ ________ __________ EXTERIOR WALLS. - , - - -- --. - { - EXTERIOR WALLS. )-TRF-4 ;,,AT 11 4'-'l --- ------- - -----DOUBLE TOP \.' 1 w �� ---------- - ------ --------- --' - - - - = E PLATE (TYP.) _ O STAIR 3/4' T46 EXT. •�" 0 I I/4' T4G EXT. v== £s L" SUBFLOOR OVER �- I' FROM F.O. TREAD s$� ', s - - l2) 2'xfo' 5U5FLOOR OVER ft, i i, 9-I/2" WOOD I-JOISTS ---_ Q g M TO F.O. FINISL-IED '' q i' AT 16' O.C. (TYP. OF 2 j - DOUBLE 9-I/2" WOOD I-JOISTS ==9 TOP PLATE ( + O M c a AT Ib' O.G. (TYP. OF 2 �I W4LL - (TYPICAL ,rT,---- p LANDINGS)�-'� TI W (TYP.) LANDINGS)-- -- _ - AT ALL STAIRS) --__� - - Q ; FIllye �... - F==== „$l' '� '� 0 c_:I BEAM - SEE- I I (2) LAYERS N ; i' BEAM - SEE (1) 1 1/4'x 5-1/2' --�� STRUCTURAL -� 5/8' TYPE X' 1 ; STRUCTURAL •73 (1) 1 1/4'w 9-1/2' -�'� t ¢g TIMBERSTRAND RIM C' TJI JOIST. SEE — W 1 - _ TIMP,cRSTRAND RIM -_--- -_ - __-_-- _. _ 4 ,f- --- --� -----n fi ---- JOIST CONTINUOUS - ---- --- -_-- - --- ---.-._.__ FRAMING PLAN FOR 4' JOP��T CONTINUOUS _-- I Q -+ - -' -- - - _ MIGROLAM, SIZE AND SPACING. h- ' � - - - - - �; 'i e±► TJI JOIST. SEE — --- __ _ _ m ,(• l N STRINGER, — BEAM, SEE 0' II' ' W `� FRAMING PLAN FOR (TYP.) FRAMINri PLAN. n v - - - ! w SIZE 4 SPACING. = '^ 2'x4' STUDS o --`i 2'x4' BASE PLATE -- ��p ii i • r M / 2'x4' BASE PLATE � O � W/6/8' TYPE 'X' GWB , 3 I; =' I6' O.G. W/5/8' II ml / W/5/8' TYPE 'X' GWB y Q M 5 EACH SIDE I ��I ; �� TYPE 'X' GWB EACH SIDE EACH SIDE L.L. ap t9, E .. a STAIR SECTION A STAIRSECTION STAIR2_ _ B SECTION � , W File Name: 27E'bs•dwg ►4,.3 3/S° = 1'- �" File Name: 278bs.dwg 04 3/g" _ �'- 0' File Narne: 278bs.dwg Ala Fdit Date: 04-15-03 (11;35:03) - Edit Date: 04-15-03 (11.35;03) Edit Date: 04-15-03 (11:35:03) r I-I/8' THICK � -.- "' PRE-FORMED 2x8 OAK HANDRAIL } TREADS (TYP.) �. STUD WALL. SEE PLANS FOR STUD SIZES AND CONSTRUCTION, HDA s (TYP.) (1) LAYER A�1.3 1/2' --1 2x4 x 4' LONG OAK 5T8'PTYPE 'x' 'WB ! - ____ BLOCKING a 4'-0' o.c. AT ANCHOR POIEATED NTS AS REQ'D __ _ `' ATTACHED TO STUDS WITH SIMPSON i I 1/2' RADIUS _ _ A34'S ON EACH END. SCREW HANDRAIL TO 2x4 - - FRAMING W/ 3/8' x 6' LAG BOLT, COUNTER 5UN1� 'IJ COUNTERSINK AND FILL TO 1 1 t. L � SCREWS w/ /2 - ' MATCIJ WOOD. _1r _ _ -F ,,/ WOOD LUG-FI TI- -' P LL 1/2' RADIUS CORNER -- (U 6' WIDE STRIP OF � --I I/2' RADIUS -IRE E3LOGKING 5/8' THICK PLYWOOD, -- CONTINUOUS, PARALLEL TO DOUBLE LAYER 5/8' (2) LAYERS 5/8' TYPE 'X' -� r !TYPICAL, STRINGERS 45 STOP TYPE 'X' GWB TYP.) GWB AT BOTTOM OF STAIR --- - �- FIRE TREATED WOOD BLK'G. CONTINUOUS) FOR GYP. BOARD ABOVE. STRINGERS (TYP) AT ANCHOR POINTS AS REQ'D z 2x8 OAK HANDRAIL (TYP. BOTH SIDES) (5) 1-3/4' X 11-1/8' ATTACHED TO STUDS WITH SIMPSON MICROLAMS A34'S AT EACH END. STAIR TREAD SECTION D� STAIR TREAD SECTION _E HANDRAIL DETAIL D HANDRAIL RETURN DETAIL F 1/2" o I'- 0" — File Name: 27s-stsl,dwg A 3 3/4' = V- 0' File Name: 28s-sts2.dw � ►4�.3 _ " _ " Edit Date: 01-20-03 (13:07:34 — g 3 1 - 0 File Nome: 27d-hr.dwg A�•3 3 I - 0 File Nome: 27d-hrr.dwg ) Date Plotted: 01-16-03 (16:59:30) Dote Plotted: 01-24-03 (15:46:41) Date Plotted: 01-24-03 (15:48:40) NOTE: OAK FINISH SHALL MATCH WOOD DOORS. NOTE: OAK FINISH SHALL MATCH WOOD DOORS. ! ; J^1\I w —— V w �--- a Lu JUL o o CC w WALL WITH W O �--1' STUCCO 2x BLOCKING 2x6 TOP AND -NOTCH STUD J (� I/2" SHEATHING BOTTOM PLATES ® a ? 2x6 TOP PLATE A5 REQ'D. AS REQUIRED --3/4' PLYWOOD SHEATHING SIMILARLS —STUD WALL W/ 2x4'5 J �. Q 11 AT I6' O.C. EACH WALL d _ x FACE, STAGGERED. _ 7t , TJI FLOOR II w `V OTHER WALLS SIMILAR W a JOIST i� II / 5/e' TYPE 'X �� F.- -I.•3/4'x11-�/8' DOULBLE RIM J015T /� III II G`'P. BOARD 2x BLOCKING 5/8' TYPE 'X' r^ C6 l VJ I• 1 ALL AROUND ALL. AROUND OPENING DOUBLE LINING AS REQUIRED PLAN GYP. BOARD LINING t• to OPENING T" CO - 2',,(o' DOUBLE TOP PLATE 11 �• PLAN • r ,� --1x6 STUDS AT 16' O.G. f � [n "�" 2x BLOCKING FLOOR 2x BLOCKING /g' TYPE 'X' {, �! AS REQ'D. _--1 TOPPING AS REQUIRED I I -'- 5 GYP, BOARD RIM BAND DETAIL N` L,N,,,,G ---- - - PLYWOOD ALL AROUND DRAWN TJI FLOOR- �- SUBFLOOR _ -� Of-'ENING TJM /71�� rile Nume� 01-16- 3 �,� 3 JOIST l -__- 5L/ Edit Dote: Ot-�6-03 n;�r;5s: -_� � TJI WEB NG CHECKED AS REQI'D STUD WALL ROC 5/8' TYPE 'X' -_-- GYP. BOARD �- CEILING W/ 2x4'5 AT I6' O.C. EACH WALL FACE, DATE C :DOUBLE LINING � ��'� � CONSTRUCTION STAGGERED. OTHER WALLS SIMILAR JAN. 29th, 2003 ,,LL AROUND J� ELEVATION ELEVATION_ - SCALE OPENING 1 FIRE PROTECTED RECESS DETAIL - -as NOTED. --� '° _ _ JOBNO. _ _ 00-DRL-121 3/4' I 0' Edit Date: 04-15-03 wg(13:47:57) SHEET v, a; Tiqard Str. 11365 BUP2003-00050, MEC2003-0004: A703 13 of 53L 7w F° Edit Date: 04-23-03 dw(11:55:o8) OF File Name: 9 SHEETS i "f M NOTICE: IF THE PRINT OR TYPE ON ANY III III I I I I ! I I III III I I IIIIIII III I I III III III I I I' I I I III III III l l l III IIIIIII I I I ' I I I III I I I ! I I ! III III III III ! I I I I III III IIIIIIT11111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I 1111111 I r" ' 1 ____ -__ _31___ 4� --_ _ -�1 - _ .___ _-6-�- -._ __?� _-__- 8� - __.__. ._�1-- - -- -10 - - 1i __-.�12� '.T�-a IT IS DUE TO THE QUALITY HE No 36 r.W 1 ORIGINAL DOCUMENT 9Z Z Zfit >t [ (3t,•u�llllllIi ►k1l1! III►VIII IIIIIIIIillllllll �III i iI II I 1,JIIII III IIIIIIII�►111111 ►�IIII II ►IIIIII� ,III I �I � 1 II�III IIIII�IIII�I►II III► I►l Ill.II�IIIII�.11ll�,ll►�I1I11►Iil�ll�l��llll llllill� W.�llll�ll�ll.l�ll►1 �l�lllllll ►II t YA �, I I l REVISIONS BY REVISIONS PER GDE CITY PIAN CHECK • 00 1 �f O " M U s ,� RI ,-- - - --- Rl (�--- - - - - - NI �-- �- 52.4 EPDM ROOF MEMBRANE - cJ2.4 - I (�l 3' SOLID CANT - I I v C*-) g I I 1 ROOF SHEATHING SE�_H�P_- ! I I I 3' SOLID DANT EPDM ROOF MEMBRANE -- O cc M EPDM ROOFING ------- I I � � L 1 a I I - EPDM ROOF MEMBRANE ( CRICKET-1/2' OSB SHEATHING I ct.) on 1 I ROOF SHEATHING SEE SCHED. _ 8.4 I I CRICKET-(/2' 055 SHEATHING R12 OVER 2x4 AT 16' I Iwo OVER 2x4 A7 16' ENGINEERED WOOD ---- I I ROOF SHEATHING SEE SCHED. I J cc c6N I 52.5 TRU55 A7 24' O.C. I l ! ROOF SHEATHING SEE SCeCHED. "——— — — — R3 I I I Q I - -- I 1 I I 1 YL. 52.4 I I I ENGINEERED l'JOOD I I I I ! 1 ' TRUSS BLOCKING--T- I I -L-7/8 GWB DRAFT I I I TRUS5E5 AT 24' O.C. i i I I �—T WOOD PANEL SHEATHING W I R- 40 INSUL I I R-40 INSUL. I I STOP I I DOUBLE 2x6 (1 -r2x6 BLOCKING I I ��J I _ - - I' CEMENT PLASTER STUCCO TOP PLATE I ENGINEERED WOOD TRU55ES AT 24' O.C. I - I --- - --- I I (2) LAYERS 5/8' TYPE 'X' GWB I I I I I 1 1 I I •%� OVER �. MIL. POLYETHYLENE 6 MIL. POLY I I I I ( I t0 I I VAPOR BARRIER VAPOR BARRIEIE2 5/8' TYPE 'X' GWB 19 INSUL. 1 I I l-R- 40 INSUL TR- I I I I I I I I T 2x6 BLOCKING 1 =� cv I 2xb BLOCKING f I I I I I I DOUBLE 2xb TOP PLATE I I ?x6 STUDS ATI -- - I �' ( - I �� I6'O.C. i I4UH (2) LAYERS 5/8' TYPE 'X' GWB - - - A —-- - STORAGE —T— — - - - -- _ OVER b MIL. POLYETHYLENE VAPOR BARRIER I I I I -6 MI;_. POLY -- 12x6 STUDS AT I VAPOR BARRIER I 11(h'O.C. I I -(2) LAYERS 5/8' R-II INSUL. I I I I TYPE 'X' GWB R-II INSUL. _- I 1---------- --- -- ----�- � DOUBLE 2'xb' TOP �_ -- 6 MIL. POLI'". VAPOR BARRIER CORRIDOR — _� WOOD PANEL SHEATHING � PLATE. 5/8' TYPE ':<' GYP BOARD 0 �—--— — —� 6 MIL. POLY. VAPOR BA � I' CEMENT PLASTER UCCO t_ 2x6 STUDS AT 16' O.G. 5/8' TYPE 'X' GYP BOARD r' -� �t SOUND INSWL. II-'1/8' TJI AT I6' O.C. � �- 2x6 STUDS AT I6' O.G. 5EE STRUCTURAL DOUBLE TOP 2'X6' SOUND INSUL, ll) I-3/4'x11-'1/8' -3/4' PLYWOOD $UBFLOOR. 3/4' GYPCRETE BASE PLATE. 2x6 STUDS AT -2x6 BLOCKING TIMBERSTRAND� - 3/4' GYPCRETE 3/4' PLYWOOD _ RIM JOIST SUBFLOORi — CONTINUOUS d3 �- - --� _-- --- -- I TIMBERSTRAND RIM 2x6 BLOCKING JOIST CONTINUOUS _ - STRUCTURAL SHEATHING. DOUBLE TOP SEE STRUCTURAL SCHEDULE I 15/8' TYPE 'X' GYP BOARD - 11-1/8' T.JYS I PLATE (Ti PJ I I `�-�-2x6 STUDS AT 16' O.G. AT I6' O.C. I 2 _ l2) LAYERS 5/8' \' �"� -I0 �----5/8' TYPE 'X' GWB 52.3 --R-11 INSUL. TYPE 'X' GWB LIJ 51M 6 MIL. F'c�Ll. VAPOR BARRIER - HEADER SEE w 5/8' TYPE 'X' GYP BOARD HEADER SEE STRUCTURAL. ^ Z STRUCTURAL SABHA HALL Q co LL p coz x CHAPEL SABHA HALL Q — e o W OFFICE ® cc W < cr ip CORRIDOR CHAPEL e a -- m - J Z W cc &84 � � FS i Ico to 51.2 / — -- -- - — - — 2x6 P.T. LATE (� 2x6 PLATE - 9 i ^N 51 2 I + I Q T I g i -`1-2x6 P.T. PLATE TYPJ 2x6 P.T. PLATE u �, 51.2 � I I I .• _ _ _ _ _ -1 J I I=I I n -I I IE--III I I e e e e e e e I=I I I1-I I - I I X' DIA. PERFORATED DRAW'i-�II- I I I I I - --- -- - -- -�— a - -, TJMN X' DIA PERFORATED - - -�,— , �_ , -- DRAIN IN 12' GRAVEL BED DRAIN IN 12' GRAVEL BED _ I I ISI I I - I I e =III I , 1=- e _r - - - =1t-I 4 —I { A I— - - -- - - - -r f A CHECKED _ - P'OC l I -- -- - - - - - I ;-III--III= I I I III-II I,;I 1�_ _ —_ DATE II / , I — — I ,� -- --- — - —----- JAN. 29th, 2003 �� SCALE WALL SECTION e WALL SECTION WALL SECTION D AS NOTED WALL SECTION A -==n-- , - _ _ —_ _- -_ -� - ---n- - - JOB NO. ----__ -- - - - - 1/2 = 1 - © File. Name: 27WS-2.dwg 4-1•4 1/2 = 1'- File Name: 27WS-3.dwg A� 4� 1/2 1 - File Name: 27WS-4.dwg A�-� 00-ORL-121 1/2" = I'- O" File Name: 27WS-1.dwg A7.4 (-(]if Date: 01-24-03 (11:1x:52) Edit Date: 04-15-03 (11;56:08) Edit Date: 04-08-03 (15:29:36) SHEET Edit Date: 04-08-03 (15:16:51) Tlgar(J Sir, 11365 BUP2003-00050, MEC200: 0004: A7w4 14 of 5X File Nume: X27p--a74.dwg OF SHEETS Edit Date: 04-23-03 (11:54:51) , NOTICE: IF THE PRINT OR TYPE ON ANY tlrjII1I1I11111I! IIIIjIIIjII1IIII ijlltjllllllljll11111IIIII111I1 II1IIIIIIIIII 111 III 1111111 11! 1111 111 1 1111 II !IIIII1111111111I ( IIII I III III 1111111 IIIiIII 1111111 1111111 111111 IMAGE IS NOT AS CLEAR AS 1 HIS NOTICE. - - -11- _Zl - - 3�- -- - 4�- --- - -� Gl I � I 10 11 I 1 :TCS. �OC� .�_ _ _ gI - _ l ------ _______ __ 1_ ___ IT IS DUE TO THE QUALITY OF THE No.36 IIII LIII IIII ►III IIII IIII�IIII)II►II�IIT4TiV�i ET I Z�i Ili l j)-;= I81I Jill HIIIII 1IjjIIIIjijIIIj►jIIIHjI Hill, 1911 �1 �jiORIGINAL DOCUMENT g l1 �itllvllrl u�III +' llJ W i REVISIONS •Y REVISIONS PER GO[ )A Al CITY PIAN CHECK 4-11 ' A, 3'l SOLID CANT _--_— EPDM ROOF MEMBRANE C�.2 4 EPDM ROOF MEMBRANE - E.Q. 2r-00 •Q• _ ROOF SHEATHING SEE SCHED / -__. _- \ _ROOF SHEATHING SEE SCHrD. I I I I I I I ( E v FOR TYPICAL ROOFING CONSTRUCTION,- SEE BUILDING SECTION A-A/ATI. I I I I ENG NEERED WOOD , TRU SE5 AT 24' O.G. PAINTED 2x8 SUBF45CIA - O M 1� I Rllb - (TY .) SEE STRUCTURAL FRAMED VENT HOOD ' I I ENGINEERED WOOD 52.4 W/ INSECT SCREEN, I I TPUSSES AT 24' O.G. 8' ALL AROUND # 2x4 STUDS F.H. it I I ( (TYP.) SEE STRUCTURAL SHEA PAN=L = - _- --- - ^— -- - -- 2x4 STUDS F.N. - - I (AGCE TA E FOR PROVIDE 4' MIN. DIAGONAL- I _ R-38 BLOWN-IN �r U ENGINEERED WOOD ROOF PROVIDE 4' MIN. DIAGC�AL INSULATION w LL DRAFTSTOP) CANT STRIP AT CURB BASE _ TRUSSES AT 24' O.G. CANT STRIP AT CURB EASE 2x8 JOISTS (TYP. IN IC) PERIMETER (TYP.) PERIMETER (TYP.) T� 8.4 I I I (2) LAYERS 5/8' TYPE 'X' GWB 6 MIL POLYETHYLENE OVER 4 MIL. POLYETHYLENE �� c VAPOR BARRIER (TYP I i VAPOR BARRIER =_ - WALLS ANL CEILING \ 6 MIL POLYETHYLENE VAPOR �' IN ENCLOSURE) * O "- -2x6 STUDS AT 16' O.C. _ BARRIER (TYP WALLS AND - 1 Q I R-II INSUL. CEILING IN ENCLOSURE) l J G I I 2x6 STUDS F.H. z /( �I �� ( ` •• � cV 4 MIL. POLY, VAPOR BARRIER 5/8' TYPE 'X' GYP BOARD21 I ! 1) r Q - J --- N (2) 2X4TOP PLATES — (2) LAYERS 5/8' �� rJ TOP PLATES �(2) LAYERS OF 5/8' a TYPE 'X' G.W.B. TYPE 'X' GYP. WALLBOARD FIRE RESISTIVE_ SOUND i (TYP, 3RD FLOOR CEILINGS) W INSULATION (TYPICAL (2) LAYERS 5/8' TYP IN ELEVATOR WALLS) _ 5 UNUSED ROOM .'X' GWB - SEE NOTE - CORRIDOR ON LOWER LEVEL ( 1� `�Ci II-1/8' TJI AT 16' D.G. -� FLOOR BELOW. - (2) LAYERS 3/8' TYPE 'X' ��-.I� INSIDE AND OUTSIDE ON - ACCESS CLOSET Lc, 2x6 PLATE 1 PLYWD. ELEVATOR ENCLOSURE �- 3/4' PLYWOOD SUBFLOOR t SPACER SH MS `t STUDS " \ \ OVER 3/4' TIG TE' � r . 3/4' GYPCRETE 0 (I) II-1/8' x 1-3/4' MICRO- PLYWD. OVER 11-1/a' FLOOR CONNECTION (I) II 1/8' x I-3/4' MICRO- \ (1) 11-1/8'x 1-3/4' CONTINOUS t LAM CONTINUOUS QIM LAM CONTINUOUS RIM I I/2' 'GYP-CRETE' Film Z II-1/8' TJI'e I RIMBOARD AT INSIDE FACE OF � BOARD FLUSH AT INSIDE AT ELEVATOR (TYPJ I B°CE FLUSH AT OF ENCDLO- � OVER 3/4' TIG PLYWD. CTYF'. IST THRU \y � STUD OF ENCLObUFE AND FACE OF STUD OF ENCLO- 3RD FLOORS) (I) I1-1/8' x I-3/d' M.L. r� BOARDS FOR BLOCKING. i — -- -- - -- ---- SURE AND (I) M.L. RIM- I SURE AND (U MJ . RIM- FOR I _ FOR BLOCKING BOARDS FOR BLOCKING• I I ��- BLOCKING I T `1, 5/8' TYPE 'X' GYP BOARD I TOP PLATES 1 2 _ 2x6 STUDS AT 16' O.C. 7 l2) 2X4 TOP PLATES � 552.3 "-R-11 INSUL. + .5'� I 2x4 STUDS AT 16' O.C. FACE OF STUD TO FACE OF STBLOWN-IN FIRE ISI SPACE FILLED W/ 4 MIL. POLY. VAPOR BARRIER - —_J --�- ----- --�- - SouND INSUL. CHAPEL RE515TIVE SOUND BLOWN-IN FIRE RESISTIVE ��-- 5/8' TYPE 'X' GYP BOARD DIMENSION B4A5ED ON DOVER INSULATION (TYP. IN INSULATION CIMARRON 25 ELEvATOR ELEVATOR EQUIPMENT ELEVATOR WALLS) — 5 : NOTIFY ARCHITECT IMMEDIATELY ___ 6'-2 I/2' __ _ It 2x(o STUDS AT IF OTHER MFR'S EQUIPMENT (STUD FACE TO STUD FACE) CHAPEL STORAGE "or16O,G. REQUIRES DIFFERENT SHAFT l� CORRIDOR 2x6 BLOCKING 8 DIMENSIONS OR CONSTRUCTION. — \5; - + r k. • DI ENSION BASED ON DOVER I 0 C11 ARRON 25 ELEVATOR 1 NOTIFY ARCHITECT IMMEDIATEL STRUCTURAL SHE THING. SEE STRUCTURAL CHEDULE IF DHFR MFR'S EQUIPMENT -- 5 IBES DIFFERENT SHAFT 3/8' ASPHALT 3/8' ASPHALT DIMENSIONS OR CONSTRUCTION. FELT EXP. Z: FELT EXP. 2x4 TREATED PLATES &4J 5/8' TYPE 'X' G \� JOINT (TYP) 2x6 TREATED PLATES W/ 5/8'oxT� ANCHOR BOLTS JOINT (TYP) � LL'/ 5/8'^ x 10' ANCHOR BOLTS AT 48' O.C. �... I1 W/ 508'0 x 10' ANCHOR BOLTS AT 48' O.G. 1 c IM4AT 48' O.G. W ;WAw\ / W Irl -161"m m .m �rr--i r� rr.�. 8• d. 8� �r,--1T:--m m m iu - -- - �� 6'-0' g•_ 8 ' ?xb PLATE — _ - _ _ - -- -- -- - - - _ ow, III-( cc1T1�,,, jp51.2 , `�-2x6 PLATE A —MIN. 3' PERF. DRAIN _m21-II! I�_I , _ I TILE WRAPPED IN � RNTMIL _ Lu 0 I I JACK HOLE-LOCATIC'N PER AMOCO 4545MFR'S. INSTRUCTION- GEO-FABRIC FILTER _ MIN. 3' PERF. DRAIN -- COORID. WORK I REFI I'TS - 12' DIA. ELEVATOR O I'-P"' Ifi TILE WRAPPED IN " �,% OR EQUIVALENT -! m` T a' SUMP PIT W tcr AMOCO 4545 �i m _ NOTE: IIllj � - 1 f _ W X' DIA, PERFORATED I I �� I I=III i=I = I I- GEO-FABRIC FILTER " �-IL=m OR EQUIVALENT n• n " • a n-0 INSTALL LADDER AND OTHER _ j 0 J U Z O DRAIN 1N 12' GRAVEL BED = III III �I I I I I I� O n _ _ APPURTENANCES AS REQUIRED BY _ �• ELEVAT - 1 —----! I� SPEC FICOAT ONS MANUFACTULNRES I- Lu 1"s THICK CONCRETE SLAB 11-115-1 I- f ^+ cr - OvER COMPACTED GRAVEL FILL. W = I. I , ,III=1 I II I fi III ITljjj� -� MIN. 3' PERF. DRAIN TILE—� III—III—II ' - � WRAPPED IN AMOCO 4545 � a co WALL SECTION F CEO-FABRIC FILTER OR �. WALL SECTION E _ _ ELEVATOR SECTION �, EQUIVILENT � to A, S = - A� 5 3/g _ , - -- - A�.5 ELEVATOR SECTION �/2" I' Q)" File Name: 27WS-6.dwg � , „ r �/2° _ �'- �" File Nome: 27WS-5.dwq Edit Date: 04-15-03 (12:43:22) `-- _ Edit Dote: 04-08-03 '14:13:07) I'- 0' File Name: 27s-et•dwg Edit Date: 01-28-03 (13:20:11) Y.1 DRAWN _ TJ_M CHECKED RO:_ DATE JAN. 29th, 2003 SCALE AS NOTED__ JOB NO. 00-URL-12'1 --- SHEET - Tiqard Str. 11365 BUP2003-00050,MEC2003-00042 A7w5 15 of 53. File Name: X27p-a75.dwg OF SHEETS Edit Date: 04-23--03 (11:54:31) y NOTICE: IF THE PRINT OR TYPE ON ANY 1f J 1 1 i 1 1 1 1 1 1 1 1 I I I I I I I �I I i I I I IIIIIII IIIIIII 1 1 1 1 1 1 III 11�T 111111 IIIIIII'1 1 1 1 1 1► IIIIIII IIIIIII 11 1111 111 1111 IIIIIII IIIIIII VIII I IIIIIII 111 1 11 111111 1111111 11 111 1111 VIII I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 12 �"awt- 3 �Q IT IS DUE TO THE QUALITY OF THE No 36 �• ORIGINAL_ DOCUMENT ff �>; 6�Z f3Z L��Z ellZ 5Z 6Z 8Z Z I(Z U7, 8i 8i GT 8T 9i 1 61 FI ZI 1 [�i- _ _1. - - g -> IIIIIIIIII�IIIIIIIII�IIII�III1111!Ililll�lilllllll IIIIIIIII IIIIIIIII IIIIIIIII Illi Illl�lllllllll�lllill�ll�llllillll� IIIIIII il�lll�il I IIII�I 111 l 1 � � qI � �8 I L l9 III I I� III IIIIIIIIIIII IIIIIIIII�IIIIIIIIIIIIII�IIfl�lll.111111 IIIIIIIIIIIIIII1111,1111�111II111111111111111111111111111111111ll1111�L11�,IL III 11111. r ' ENGINEERED WOOD REVISIONS By TRUSS --- ijY PIANS PER f11 R-40 INSULATION ----- - /-- -- ------ GLASS 'B' ROOFING 1 i ?Y PIAN NECK 4 11 O f - 1/2' APA RATED SHEATHING -- .;/4' GYP. CRETE 3/4' APA RATED SHEATHING NOTE: REFER TO UBC TABLE 7-8 -- - FOOT NOTE 17 FOR ADDITION OF SHEAR PANELS W/ NO CHANGE� IN FIRE PROTECTIVE RATING.III I -- -- - --- - 5/8' TYPE 'X' 2x4 STUDS "1 16' ----� II-1/8' TJI JOISTS O.G. W/ 2x4 TOP - 1 AND BOTTOM PLATES U,JU J J UUUU iNR-19 BATT INSULATION FIRE RESISTANCE: 1 Hr.U U U U U U UUU0 -UUUUUUL 11UUU P , 15TH EDITION FIRE RESISTANCE DESIGN MANUAL GA FILE NO. WP 3514 -- 6 MIL,POL'f VAPOR BARRIER STC RATING: 50 -- (2) LAYERS OF 5/8' STC RATING: 35 TO 39 - l?J LAYERS OF 5/5TYPE 'X' GWB ICBO EVALUATION REPORT TYPE 'x' GWB � FIRE RESISTANCE: 1 Hr, PFC-5381 TEST NO.: G and H NG-246FT , 15th EDITION FIRE RESISTANCE Section 2.5 Sound Rating DATE: 7-2-65 _T - DESIGN MANUAL I O CO o FIRE RESISTANCE: 1 Hr. GA FILE NO. FC 5512 ICBO EVALUATION REPORT PFC-5381 1 3 Section 2.4.7 Assembly G - U _- w ROOF/CEILING FLOOR/CEILING 2x4 INTERIOR STUD WALL u_1 ~_ oRF2 1-I/2 1'- 0 I-1/2' I'- 0 cc INTERIOR SIDE EXTERIOR SIDE O Q A s ---_� , _ - J-� (I) LAYERS 5/8' FIRE RESISTANCE: 1 Hr. TYPE 'X' GW5 - UL FIRE RESISTANCE —_ DIRECTORY DESIGN Q �-- 5/8' TYPE 'X' G;UB 6 MIL ��OLY -- -- N0. U356 VAPOR BARRIER FIRE RESISTANCE: 1 Hr. ��_3 ` FILE NO. WP 3514 G. 1 5TH EDITION FIRE RESTS FANCE �� FIRE RESISTANCE: 1 Hr._ �-�^ - -5/8' TYPE 'X' GWB R-19 INSULATION FILL _ _ �} + STC RATING: NO KNOWN TEST SEE; DESIGN MANUAL 15th EDITION FIRE RESISTANCE 1`; LABORATORY: Kodoras Acoustical Labs. GA FILE NO, 3514 DESIGN MANUAL TEST NO.: 1023-1 -71 C__ 2x6 STUDS AT 16' O.G.-- � C: CA FILE NO. WP 3230 W/ 2x6 TOP AND YEAR: 1971 ,- 2x6 STUDS AT 16' O.G. BOTTOM PLATES FREQUENCIES TESTED: 1 6f STC RATING: 39 �� W/ 2x6 TOP AND - ��— 2x6 STUDS AT _ SOURCE OF DATA: National Concrete STC RATING: 50 to 54 Masonry Assn, ti LABORATORY: NATIONAL RESEARCH BOTTOM PLATE& C—�' 16' O.G. W/ 2x6 _ y COUNCIL OF CANADA 15th EDITION FIRE RESISTANCE TDP AND BOTTOM — TEST NO.: NCR b66 C - DESIGN MANUAL APA SHEATHING SEE PLATES ti YEAR: 1968 (�� GA FILE NO. WP 3230 STRUCTURA!_ FREQUENCIES TESTED: 16f `� SOUNC TEST: RALTL77-138,5-5-77 ------ 1/2' RESILIENT - LAYER FERE RESISTANT SOURCE OF DATA: National Research �_ Council of Canada) <- CHANNELS AT PROTECTIVE WEATHER ca O.G. RETARDER PAPER ` PLASTER 0' MIN) EXTERIOR 2X6 INTERIOR STUD WALL w2 CORRIDOR WALL U5 WOOD STUDS WITH STUCCO w4 1-1/2' = 1'- 0" A8.1 - 1-1/2" = 1i- m° A8.1 5/8" TYPE 'X' 2x4 STUDS AT 16' O.G. W/ 2x4 TOP AND BOTTOM 1 PLATES FIRE RESISTANCE: 2 Hr. 15TH EDITION FIRE RESISTANCE DESIGN MANUAL V GA FILE NO. WP 4136 Z STC RATING: 44 LABORATOR'': KAISER GYPSUM (r) jL � Z TCST NO.: KG 199 YEAiP: 1965 LiuO FREC UENCIES TESTED: 1 1 f Z O C3 SOI)SCE OF DATA: Dornitar Gypsum 0 CC w America Inc. ! W � cc I „J 0 C7 Z O 2x4 INTERIOR STUD WALL 2 Hr. Q. III �-. o _ — 1-1/2" 1'- - --- ---------- A8.1 W z 0[ C6 C6 to M Q P. od DRAWN TJM CHECKED ROC DATE JAN. 29th, 2003 SCALE A5 NOTED SHEET _ Tiaard Str 11365 BUP2003-00050 MEC2003 0004`< A8w1 16 of 31L File Name: X27p-aBl.dwg OF SHEETS Edit Date: 04-23-03 (11:56:51) B �:is:.%Lwy.'�twr. -,.�..�,'�.:: .._...:-,,. �,:w4}rinfl�r��ii�►n"iJGinM,l�rou'.... ..;,:.. ... ;,..u... .,..ti,._ .:,-... _.._ _. ., -.. .....__ _. - ._ __ .f . ,-._...-"+"�:.. ., NOTICE. IF THE PRINT OR TYPE ON ANY 1 I I III 1 I l I I ! III III III IIII . I I III III IIIIIII III III IIIIII III I l t I I I I I I III Ili III III III III I _TI I III III I I I I I I I I I I I' I I I I l l l i l l l l l l IIIIIII III I l l i l l l l l l III III V I I I A IMAGE 13 NOT AS CLEAR AS THIS NOTICE, I_ Ill- I -I 121 I . - I -I.3J I 141 - I I I i I I I Ejl I - gI — ---I- 19 I IU I 11 12 J� , 13 a00 5 - - - t -- - 1 --- � IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT r >; 61Z 8� GZ 9�z 9Z ibT�Z i✓z ��Z Tr�7, 0TH' 8t Nii Grt -91i -9t- 6�Et Z1 Tt 1 (1rT fg -f8 L 9 I 4 16 £ S TairirM 91Z (11111 1„ , , 11 1 Ill" " 1 I IIIIIII IIIIIIIIIIfI IIIIIIIIII IIi�III 111 IIII I VIII) IIIIu�iii.. Illll�lllllllilllllllllll.lllllllllllil►Iillllllillllllll>ll llll�llllll��1�W1�lIIIIIIIILWll�lll�.11lll.11�il,,�lr►iIl w t REVISIONS BY HOUR FIR, RATED-- -� UL SYSTEM NO.1 "WL1002" " " -- - UL SYSTEM NQ.1 `VVL3001" - UL SYSTEM NO.� WL2004 - - GYPSUM WALLBOARD -__ WOOD OR STEEL STUD- RATING _ IHR ASSEMBLY �-WOOD OR STEEL STUD F' RATING IHR HOUR FIRE- RATED "F" RATING = 2HR WOOD OR STEEL 'STUD "T" RATING = IHR "T" RATING = IHR GYPSUM WALLBOARD "T" RATING = See Item 3 MIN, 30 GUAGE AS6EMF3LY \ ) WeLASSEMRLY-The 1 or 2 hr. fire-rated gypsum wallboard/stud wall assembly shall be STEEL. SLEEVE 1, constructed of the materials and in the manner described in the individual J300 Series WIDE FS-I9!f 1. Wall Assembiv-The i or 2 hr, fire-roted gypsum woilboard/stud wall assembly shall be 1. Wall Assembly-The 2 hr. fire-rated gypsum wallboard/stud wall assembly shall be constructed MIN V4' DIA.BEAD WRAp/STRIP constructed of the materials and in the manner described in the individual 11300 or U400 of the materials orad in the manner described in the individual U300 or U400 Series Wall I HOUR FIRE. RATED- Wall or Partition Designs m the UL Fire Resistance Directory orad shall include the following OF CP2511lB•CAULK Series Wall or Partit on Design in the UL Fire Resistance Directory and shall include the MIN I/4' BEAD OF GYPSUM WALL BOARD OR MPB-2•PUTTY CP 25utB•CAULK - !' WIDE FS 195 or Partition Design in the UL Fire Resistive Directory and shall include the following construction constructionallframing features - ASSEMBLY. A. STUDS-Wall (coming nirr y consist of either wood studs or steel channel studs. Wood studs following construction features. OR MPO-2•PUTT? '�/J WRAP STRIP features: MM, I/4' PIA.BEAD to consist 01 nom ? 4 n lumber spaced 16 in. O.C. with nom 2 by 4 .n. lumber end MIPS A Studs Wall framing may consist of either wood studs or steel channel studs. Wood / A. Studs-Wall framing may consist of either wood studs or steel channel studs Wood studs OF Cf•25LLC•CAULK plates and cross braces Steel studs to be min. 3-5/8 in, wide by 1-3/8 in deep studs to consist of nom 2 by 4 1n, lumber spaced 16 in. OC with nom 2 by 4 in. to consist or nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end OR MPb-2•PUTTY channels spaced 24 in. O.C. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by NOWETALIC PIPE plates and cross braces. Steel studs to be min. 3-5/8 in wide by 1-3/8 in deep B. WALLBOARD, GYPSUM*-Nom 5/8 in. thick. 4 fl. wide with square or tupered edges. 1-3/8 in deep channels spaced max 24 in. OC. ,OR CONDUIT channels spaced max 24 in. OC. The gypsum wallboard type, thickness, number of layers and sheet orientation shall be as B Wallboard, Gypsum--Nom 5/8 in thick, 4 fl wide with square or tapered edges. B. Wallboard, Gypsum*-Two layers of nom 5/8 in, this gypsum sailboard, as specified in the INSULATED GABLE specified n the indivudnl Wall or Portion Design. Diem. of circular opening to be The gypsum wallboard type, thickness, number of layers, fastener type and sheet 3 8 in. to 5 8 in. larger than outside diem. of cable. orientation shall be as specified in the individual U300 and U400 Series Design in the individual Wolf orad Partition Design. MaxMdiem of opening is in. J / / g UL Fire Resistance Drectory. Max diem of opening is 5-1/4 in r C. FASTENERS-When wood stud framing p employed gypsum wallboard layers attached to 2. jl�Qtetpllic Pipe or Conduit-One nonmetallic pipe or conduit centered In treetop system, studs with cement-coated nails as specifiedin the individual Wall or Partition Demon �—MAX 12' DIA When steel channel stud framing is employed, gypsum wallboard attached to studs with METAL PIPE Pipe or conduit to be rigidly supported on hath sides of wall. The following types and sizes of E 2. Pipe or Conduit-Nom 6 in. diem (or smaller) Schedule 1(, (or heavier) steel pipe, nom 6 in. nonmetallic pipes or conduit may be used in closed (process or supply) or vented (drain, waste Type r self-drilling, serf-topping bugle-head screws as specified m the individual Wall OR CONDUIT— diem. or smaller steel conduit, nom 6 in. diem or sme ler service wet ht or heavier ( ) ( ) 9 ( ) or vent) piping systema: or Partition Design. � .V cost iron soil pipe, nom 6 in. (or smaller) Class 50 (or heavier) ductile iron pressure pipe, A. Nom 4 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC) pipe. 2 -Individuol cable installed in through opening with an annular space of min. 0 in. V nom 4 in diem. (or smaller) steel EMT or nom 4 in. diom (or smaller) Type L (or heavier) B. Nom 4 ,n. diem (or smaller) Schedule 40 solid-core acrylonitrile butadiene-styrene (ABS) point contact) to max. 3/4 in. Coble to be rigidly supported on both sides of wall assembly. 1t7 copper tubing. A max of one pipe or conduit is permitted in the firestop system. The annular pipe, MIN71/4' DIA.BEAD The following types and sizes of cables may be used space between the pipe or conduit and the circular cutout in the gyp-tum wallboard layers C. Nom 4 in. diom (or smaller) Schedule 40 (or heavier) fire retardant polypropylene (FRPP) OF •CAULK A. Max 150 pair No. 24 AWG copper conductor telephone cable with polyvinyl chloride ti 4 on each side of the wall shall be min 1/4 in to max 3/8 in. Pipe o. conduit to be installed / pipe. OR MPO-2•PUTTY (PVC) insulation and jacket materials. When max 25 pair telephone cable is used, T Rating 0 M W tt near center of stud cavity width and to be rigidly supported on Doth sides of wall assembly. 2'WIDE FB-1951" MIN 1/4' BEAD OF ( ) 9 - -a 2 hr. When 5) to 150 pair telephone cable is used in 1 hr. rated fire wall, T Rating ,s CO r D. Nom 4 in, diem or smaller Rigid Nonmetallic Conduit formed of PVC. WRAP STRIP OR MP'3.2•PUTTY E. Nnm 1 in, diem (or smaller) Electrical Nonmetallic Tubing formed of PVC. I HOUR FIRE RATED 3/4 hr. When G l0 150 coir telephone cable a used in 2 hr lire rated wall, T Rating is 1 hr. Q 31 3. firestop System-Installed symmetrically on both sides of wall assembly. The i,curly F Rating A66EMr'I WALL BOARD B. Max. No. 1n AWG multiple copper conductor Type NM NM cable nonmetallic sheathed cable MIN. I/4' DIA.BEAD of the firestop system is equal to the hourly fire rating of the wo:l ossemhl;• in which it is GP 251,10•CAULK F, Nom 2 die (or smaller) SORT (or heavier) polybutylene (PB) pipe, AOSEMI!SLY with PVC insulation orad jacket Materials. When Type NM cable .s used, max. T Rating �. I< 2'WIDE FO-195 OF CP25U1B•CAULK installed The details of the firestop system shall be as follows: _ G. Nom 3 in. diem (or smaller) SDR13.5 (or heavier) chlorinated polyvinyl chloride (CPUC) E 3/4'MAX.-- is 1-1/2 hr. WRAP STRIP OR,1P5-7•PUTTY A. Fill, Void or Cavity Materials•-Wrap Strip-Nom 1/4 in. thick inlurnest nl elostomeric material -` MIN 30 GUAGE pipe C. Multiple fiber optical communication cable jacketed with PVC and having o max. outside N faced on one side with aluminum foil, supplied in 2 in. wide e.rips. Nom 2 in, wide strip Sea Rigid Nonmetallic Conduit Materials Di and Electrical Tubing (FKHU)manufacturers. nee diem. of 5/8 in. When liber optic cable is used, max. T Rating is 2 hr, 9 t tightly wrapped around pipe or conduit with seem butted. Wn p wt'rp layer securely bound STEEL SLEEvE n Electrical Construction Moleriols Directory for names of manufacturers. 0. Max. 12 AWC multiconductor (max seven conductors) power/central cable with cross- m U. a+ I HOUR FIRE RATED I HOUR FIRE RATED linked polyethylene (XLPE) inaulalion and XLPE ar PVC jacket moteriala. When m dti- _ with steel wire or aluminum fail tope and slid into unnulo spa•e opprox. 1-1/4 in. such GYPSUM WALLDOARp peer/control cable s used, max. T Rating is 2 hr. �" t WOOD OR STEEL STUD-- GYPSUM WALLBOARD 3. Firestoo S,yalem-Installed symmetrically on both sides of wall assembly. The hourly T Ratings -WOOD OR STEEL STUD conductor _ ASSEMBLY that approx. 3/4 in. of the wrap strip width prohudee from the wall surface. One layer ASSEMBLY \�--WOOD OR STEEL OTUD for the firestop system ore dependent upon the type orad size of nonmetallic pipe or conduit, fat of wrap strip is required. -----`�^` AVI as lobulated below: - 3. FILL. VOID OR CTY MAIERISLSI=CA4JLK R�Pl1TIY-Caulk or putty Ido material instol'e 1 to a T+ �— Minnesota Mining S Mfg. Co.-FS-195+ y completely fill annular space between cable and gypsum wallboard on both sides :' wo'I 0 D B. Fill, Void Or Cavity Materials•-Coulk or Putty-min 1/4 in, diem continuous bead applied PIPE/CONDUIT TYPE NOM. PIPE DIAM. ANNULAR SPACE F RATING T RATING and with a min of 1/4 in. diom. bead of caulk or pully applied to perimeter ,if cable at it's PENETRATION FIRESTOP FOR 12' MAX. DIA. to the wrap strip/wall interface and to the exposed edge of the wrap strip layer PENETRATION FIRESTOP FOR VARIOUS NONMETALLIC PIPES - - �- - PENETRATION FIRESTOP FOR INSULATED eggress from each side of the .all. The hourly F Rating of the firestop system is equal to r c approx. 3/4 in. from the wall surface. PB 1/2" to 2" 1/4"-3/8" 2 2 Y CABLE THROUGH GYPSUM WALLBOARD ASSEMBLY 3 the hourly fire rating of the wall assembly m wraith it is installed. 0 cc METAL PIPE THROUGH GYP. WALLBOARD ASSEMBLY I Minnesota Mining & Mfg. Co.-CP 25WB+ Caulk. MPS-2+ F„tty IN A SLEEVED OPENING THROUGH GYPSUM WALLBOARD ASSEMBLY 2 PP+ 2-1/2" to 3" 1/2"-5/8" 2 3/4 _ -- -- -- -- A8.2 •Bearing the UL Classification Marking \A8� PP+ 3-1/2" to 4" 3/4"-7/8' 2 3/4 N.T.g. File Name wL3001.dwg A82 Bearing the UL Claseilicat:an Marking eM1 File Name WL 1002 dw N,T.B. I ar Nnme: w12004.dw r y� N.T.B. g PVC, CPUC, ABS 2-1/Y to 3" 1/2"-5/8' 2 2 Edit Date: 01--22-03 (1•:3320) � (0 Edit Date: Ot-22-03 (++3ra�) d1 Dista: 01-22-0 (u:st:]c) PVC, ABS 3-112" l0 4" 3/4"-7/8" 2 1-112" p q MIN +Pipe covering material wrap required on pipe on both sides of wall �J The details of the firestop system shall be as follows, • Z A. Steel Sleeve-Nom 8 in, long cylindrical sleeve with nom 7/8 in. wide by 1-3/4 in. long anchor labs and nom 3/4 in long tabs to retain wrap strip layers (Item B). Sheets of precut 0,016 in. thick (30 gouge) golv sheet steel available from wrap strip manufacturer. As an alternate, cyclindrical sleeve may be fabricated from min. 0.016 in. thick (No. 30 • gouge) ga1v, sheet steel in accordance with instruction sheet supplied by wrap strip W manufacturer, Sheet steel formed into cylindrico, sleeve with inside diem of steel sleeve and diem of through opening in the gypsum wallboard layers to be equal to outside diem of wrap strip (Item B) layers on pipe (-0, +1/8 in.). Cylindrical sleeve inserted in - --� - UL SYSTEM NO.1 "WL1001" annular spice around nonmetallic pipe• centered well and locked in position bending _ f11e anchor fobs outward 90 deg against the inner toyer o1 gypsum wallboard witit hin the "F" RATING = 1 HR stud cavity. After installation of wrap strip layers (Item B), retainer tabs of cylindrical I HOUR FIRE RATED �- sleeve bent 90 deg toward pipe on both sides of wall assembly to lock wrap strip layers GYPSUM WALLBOARD MIN, 1/4' BEAD OF "T" RATING = IHR in position. ASSEMBBLY GP25lLB CAULK WOOD L STEEL STUD - t. Wall Assembiv-The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be B. Fill, Void or Cavity Materials•-Wrop Strip-Nom 1/4 in, thick intumescent elostomeric constructed of the materials and .n the mm anner described in the individual U300 or U400 Series material faced on one side with aluminum foil, supplied in 2 in, wide strips. No2 in. S�`J Wall or Partition Desi,r,s in the UL Fire Resistance Directory and shall include the following wide strips tightly wrapped around nonmetallic pipe (foil side exp,)sed) and slid into steel construction features: sleeve on both sides of wall assembly. For nom 1/2 in, to nom 2 in, diom nonmetallic A. Studs-Wall framing may consist of either wood studs (Max 2 hr. fire rated assemblies) or pipes, one layer of wrap strip is required. For nom 2-1/2 in and nom 3 in. diem steel channel studs Wood studs to consist of nom 2 by 4 in lumber spaced 16 in. OC nonmetallic pipes. two layers of wrap strip are required. For nom 3-1/2 in, and nom 4 with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in4 in, diem nonmetallic pipes, three layers of wrap strip are required. Each layer of wrap V wide by 1-3/8 in. deep channels spaced max 24 in. OC. strip to be installed with butted seams, in successive layers staggered. Wrap strip layers -� B. Wallboard, G um•-Nom 1 2 or 5/8 in. thick, 4 P wide with square or tapered edges. on each side of wall to protrude appror 3/4 in. from wall surface with the exposed Y YP / / q P 9 edges abutting the retainer tabs of the steel sleeve. y•�+�. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation 9 9 + shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Minnesota Mining b Mly. Co.-FS-195+ �—MAX. 11' DIA. (� Directory. Max diom of opening is 13-1/2 in. C. Fill, Void or Cavity Materials•-Caulk or Putty-Generous bead applied to outer perimeter of K. STEEL PIPE 2, r as or Conduit-Nom 12 'n. (or smaller) Schedule 10 (or heavier) steel pipe, num 12 in, steel sleeve at interface with wall surface and to perimeter of nonmetallic pipe at its egress from the wrap strip foyers opprox 3 OR CONDUIT�� \ am (or srnoller)servite weight (or heavier) cost iron soil pipe, nom 12 in. clan (or smaller) +n, from the wall surface. Close 50 (or heavier) ductile iron pressure pipe, nom 6 in. diem (or smaller) steel conduit, Minnesota Mining & Mfg. Co.-CP 25WB+ Caulk or MPS-24 nom 4 in. diem (or smaller) steel electrical metallic to>ing, nom 6 in. diom (or smaller) Type 0. Pipe Covering*-(Not shown)-Nom 1 in. thick hollow cylindrical heavy density (min 3.5 ocf) L or (or heavier) copper tubing or nom 1 in diem (or smaller) flexible steel conduit. When gloss fiber units jacketed on the outside with on all service jacket. When required (s•e copper pipe is used, max F Rating of firestop system (Item 3) is 2 h. Steel pipes or conduits table), min 6 in, length of pipe covering installed around PVC pope of its egress from larger than nom 4 In. diem may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pope or conduit to be steel Collor on both aides of the wall. Pipe covering s raps strip pipe with steel wire ties - --------- installed near center of stud cavity width and to be rigidly supported on both sides of wall spaced max 4 in. a,* Edge of pipe covering abutting wrap strip to be sealed with o min assembly. 1/4 in, diem bead o. caulk (Item C). See Pipe and Equipment Covering-Moleriols (BRGU) 5/Ib MAX. category in the Building Materials Directory for names of monuofacturers. Any pipe ANNULAR SPACING - 3. Fill. Void or Cavity Material•-Caulk-Caulk fill material installed to completely fill annular covering material meeting the above specifications and bearing the UL Classification Marking MIN, I/4• BEAD OF space between pipe or conduit and gypsum wallboard and with a min. 1/4 in, diem bead of with o Flame Spread Index of 25 less and o Smoke Developed Index of 50 or less may CP25W5 CAULK \ caulk applied to pie or conduit at its egress rom the wall. Caulk installed • be used. pp perimeter of p q ' I HOUR FIRE RATED symmetrically on both sides of wall assembly. The hourly F Hnling of the firestop system Is GYP51Jr1 WALLBOARD dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in *Bearing the UL Classification Marking ABSEMBLIthe following table. The hourly T Rating of the firestop system is depen('ent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is WOOD OR STFEL STUD installed, as tubuloted below: MAX. PIPE/CONDUIT PENETRATION FIRESTOP FOR 12' MAX. DIA. DIAMETER, IN. ANNULAR SPACE F RATING T RATING STEEL PIPE THROUGH GYP. WALLBOARD ASSEMBLY 4 1 0' to 3/16" 1 or 2 0+, l or 2. N.T.B. rile Name, WL1001 dwq A8.2 1 1(4" to 112" 3 or 4 3 or 4 Edit Dale: 01-22-D3 (1.37:5•) 4 0 to 1/4 1 or 2 0 4 0" to 1-1/2"N 1 or 2 0 6 1/4' to 112' 3 or 4 0 12 3/16" to 3/8" 1 or 2 0 +When copper is used, T Rating is 0 r1. No to 1-112 in, annular space applies only when Type CP-25 WB+ caulk is used and only when the min thickness of the gypsum wallboard is 5/8 in. for 1 hr. rated walls and 1-1/4 in, for 2hr, rated wells. !!,, '' Minnesoto Mining & Mfg. Co.-CP 25WB+. W "Bearing the UL Classification Marking MAxIMtR•1 4' DIA. cc PLASTIC PIPE--� 2' WIDE FS-195UJ O �^ O WRAP/STRIP v/' MIN. I/4' BE-AD OF -� MPS-2 PUTTY OR n GP2• •CAULK \ NOMINAL 3/4' THICK /PLYWOOD FLOORING UL SYSTEM NO.I "FC2008" I HOUR FIRE RATED-�-, -- ^ - - - UL SYSTEM N0.111 "WL1003" ° WGYPSUM WALLBOARD �— UJh 'T" RA'Z'ING = 1HR Ab6EMBLY WOOD OR STEEL STUD "F" RATING = 1HR L Q "T" RATING = IHR i "T RATING = 1HR U ) 1� Z J STEEL SLEEVE - MIN. 1/4' BEAD OF 0 # 1. E1gor Assembly-The fire rated wood truss or combination wood and steel truss Floor-Celling GP 25WB-CAULK {{{ assembly shall be constructed of the materials and in the manner described in the individual 1. X11 Assembly-The v-The 1 or 2 hr fire-rated gypsum wallboard/stud wall vidual y shop be UJ Q L500 Series Design in the UL Fire Resistance Directory and shall include the following construction I'MINERAL WOOL �_�_ MIN. In' DEPTH OF constructed of the materials orad in the manner described r the individual incl or U400 t features: PACKING '�';) GP 2511lD•CAULK Series Wall or Partition Design in the UL Fire Resistance Directory and shell include the W cc A. Trusses-Min 12 In, deep parallel chord trusses fabricated from 2 by 4 in, lumber In following construction features: •r•*•+ • -9 1/2' TJI TRUSS 9 In' TJI TRUSS conjunction with gals steel truss olcles or Structural Wood Members• with bridging as required. 1. Studs-Wall framing may consist of either wood studs or steel channel studs. Woad studs B. Flooring-Nom 3/4 in. thick plywood flooring with or without Floor -,oyiing Mixture•. to donates of nom 2 by 4 s. lumber spa ed he m OC with nom 2 by 4 in. lumber ♦^ Diem of hole-sawed opening in /.00ring to be 1/2 in, to 3/4 in. Inrge than diem of pipe, end plates one cross braces. Steel etude to he min 3-5/8 in. wide by 1-3/8 in. deep • C. Max diem of opening in flooring Is 3 in, channels spaced max m in. in. w C. Furring Chrnnels-Rigid or resilient goly steel furring rhonnels instal:16 ,ervendiculor to B. Wallboard, Gypsum•tNom 5ck in, thick, 4 f.. wide with square or tapered edges. The �� ■ gypsum wallboard type, thickness, number of layers, listener type and sliuet orientation v✓• ,A �) )otlo•n chord of trussea. shall be as specified in the individual U:,00 or U400 Series Design in the UL Fire Yrs D Wallboard, Gypsum*-Nom 4 ft. wide 5/8 in. thick, screw-attached to furring channels. Resistance Directory. Max diem of opening le 15 In. i _ Diem of hole-sawed opening in gypsum wallboard ceiling to be 1/2 in, to 3/4 in. larger than - MAX. 12' DIA. diem of pipe. Max diem of opening in ceiling is 3 in. METAL PIPE • '� P'P P 9 9 I / 1 OR CONDUIT--� 2• Pine or Conduit-Nom 12 in. diem (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 2. Ngnmetallic Pipe-Nom 2 in. diem (or smaller) Schedule 40 polyvinyl chloride (PVC), SDR 17 in. diem (la smaller) service weight (or heavier) cost iron Boil pipe, nom 12 in, diem (or r smaller) Class 50 (or heavier) ductile .ran pressure pipe, nom 6 in, diem (or smaller) steel chlorinated polyvinyl chloride (CPVC) or solid-core Schedule 40 acrylonitrile-butadiene-styrene conduit, nom 4 in. diem (or smaller) steel electrical metallic tubing or nom 4 in. (or (2)LAYER$ 5/8' THICK ' ,. (ABS) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. smaller) Type L or heavier copper tubing Steel pipes or conduits larger than norm 4 in. MIN. I/4' BEAD OF YP ( ) 9 P P 9 GYPSUM WALLBOARD One pipe to be installed opprox. midway between trusses and centered in circular openings in -�' MPS-2 PU1TY OR —� diom .may only be used in walls constructed using steel channel studs. A may. of one pipe 2' WIDE FS-195 GF'25WB•CAULK flooring and in ceiling. A nam 1/4 in. to 3/8 in. annular space is required in the firestop W2Ar,/STRIP system. Pipe to be rigidly oupported on both sides of Floor-Ceiling assembly, or conduit is permitted in the treetop system. Pipe or conduit to be installed neon center , of stud cavity width and to be rigidly supported on both sides of wall assembly. r' 2A. LC.Q Eical Nonmetallic Tubing-Nom 1 in. diem (or smaller) corrugated-wall ENT constructed 1'MINERAL WOOL- rf' ft 3. Flrealgp % rm-Installed symmetrically on both sides of wall assembly. The hourly F Rating of polyvinyl chloride. ENT to be installed as a complete system with all terminations in junction PACKING of the firestop system is 1 hr, when installed in a 1 hr. fire rated wall and is 2 hr. when DRAWN boxes, outlet boxes or other approved enclosures as specified in the National Electrical Code. -� installed in a 2 hr fire rated wall. the details of the firestop system shall be as follows. Max one ENT per through opening. ENT to be centered in opening and rigidly supported on both 1 I/4'LMAXIMUM WA TJM MIN. I/1' DEPTH OF ANNULAR SPACING iA.n Steel Sleeve-Cylindrical sleeve fabricated from min 0.019 in. thick (rya. 28 gouge) galy _ sides of the Floor-Ceilinq assembly. CP 25UIB•CAULK i sheet steel and having a min 2 in. lop along the longitudinal seam. Length of steel CHECKED See Electrical Nonmetallic Tubing (FKHU) category in Electrical Construction Materials [):,ectory i sleeve to be equal to thickness of wall plus 1 to 4 in, such that, when installed, the for names of manufacturers, -The details of the firestop MIN.I/4' BEAD OF- ends of the sleeve will project approximately 1/2 to 2 in, beyond the surface of the wall p s ystem shell be as follows: CP 25WB-CAULK �� on both sides of the wall assembly. The diem of the openings cul in the gypsum wallboard DATE 3. Er1:41f1G�ysteT1 ---�I^� WOOD OR&-EEL STUD layers on each side of the wall assembly (concentric with pipe) to be 1 to 2-1/2 in. A. Fill, Void or Cavity Materials•-Caulk or Putty--Nom 1/4 in, thickness of caulk or putty to be V larger than outside diem. of pipe such that, when the steel sleeve is installed, an annular applied to the exposed edge of the wrap strip layer (top of flooring and bottom of gypsum space of min. 0 in. (point contact) to max 2-3/8 will be present between the steel JAN. 29th, Y/fV� wallboard ceiling). Generous application of caulk or putty to be applied to fill all gaps • PENETRATION FIRESTOP FOR 4' MAXIMUM PLASTIC g)' P y g P PENETRATION FIRESTOP FOR 12 MAX. DIA. sleeve and the pipe around the entire circumference of the pipe. Sleeve installed by SCALE PIPE/CONDUIT THROUGH A WOOD FLOOR/CEILING ASSEMBLY 5 at the wrap strip/flooring and wrap strip/gypsum wallboard selling Interfaces. STEEL PIPE THROUGH GYP. WALLBOARD A88EMBLY 6 coiling the acct steel too diem, smatter than the through opening, inserting the coil c Minnesota Mining & Mfg Co.-CP 25WB + Caulk, MPS-2 + Putty. (Note: L Ratings apply -- through the openings and releasing the coil to lel it uncoil against the circular cutouts AS NOTED �.T.g idle Name: FC2008.dwq A8.2 only when Type CP 25WB + caulk Is used). ile Name: wIIDD.1.dw A8Z in the gypsum wallboard layers. Fdi1 Dale: 01-22-03 (u•.3e:1s) Bearing the UL Classification Marking N.T.S.NTBg Edit Dale: 01-22-03 (1•:x:sT) 8. Packing Materials-Miry 1 in. thickness of mineral-wool Dalt insulation firmly pocked into JCB NO. steel sleeve on both cies of the wall assembly as permanent forms. Packing material to be recessed min 1/2 in, from end of steel sleeve (flush with or recessed into ©0_DR' '�_^_I�� gypsum wallboard surface) on both sides of wall assembly SHEET B1. Packing Material--(Not Shown)-As an alternate to Item B, Nom 1 in. thick polyethylene backer rod may be usee The backer rod is to be recessed within the steel sleeve a min. of 1 in. from each surface of wall. C. Fill, Void or Cavity Materials•-Caulk-When mineral wool batt insulation is used, applied to fill the steel sleeve to a mon. dsplh of 1/2 in, on both sides of *oil assembly. When backer rod is used, a min thickness of 1 In. of CP-25WB+ caulk is required flush with Tinard Stir. 11365 surface of wall. A nom 1/4 in. diem continuous bead of caulk shill be applied around BU'"2003-00050,MEC2003-0004: A802 the circumference of the steel sleeve at its egress from the gypsum wallboard layers on 17 of 52- both sides of the wall assembly. File (Jar-e; X27p-o82.dwg OF SHEETS •Beorina one UL classification Marking Edit Date: 04-23-03 (11:53:22) P P 11 s Wil-111T . It—impomm 0-- NOTICE. IF THE PRINT OR TYPE ON ANY r� r�l � 1 III III IIIIIII 111111 , 1 ! 1I , Jill IIII Illllllilllll III 111I11i11 �III Il111111111111111111 1111! 11 Jill ilI IIIIIIIIIIII111I11!ll � lll II111I1111111I111Ililll1111111111 III 11111111 IMAGE IS NOT AS CLEAR AS THIS NOTICE I 1 I Z -- - � - 4�._ _ - ---`L- -- --- - L . 71--- -- $l I l 101 No 36 ---11 _ Com► o(lJl .:J IT IS DUE TO THE QUALITY OF THE 1► ii1► 111, II i ILII � II I I 1lllllLllllll�l��llll�ull1►1L 111►1I1!1� Illliilllll�llli II I�IIII I�Illllll�lllll�lllifflllll�llil11llllll��1l1��1.III��IIIII,II�I1111I111�1111II�1111 lll�l �I I i�l��IIIIII�I��IILWII111II1II 1I111�Illl��IIII��I1��111U111IWII �ORIGINAL DOCUMENT T 1S� S1Z Ri7, G1�1�1J�1llZ�LIIL��I�I[II�I�eIlut1l{w� I I1,1�1111►1►I►11 111 1 II lull I I I� t i 1 8' MIN. REVISIONS BY - _ - --- -- - --- 11-5* MIN. i - UNAUTHORIZED ..... 1 -5' M,N. 1 WHITE 'UNAUTHORIZED VEHICLES PARKED IN ACCE551BILITY SIGN DESIGNATED A55E5815LE SPACES NOT - - DISPLAYING DISTINGUISHING PLACARDS NOTE: MOUNT ADJACENT TO OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY WHITE - cU BUILDING ENTRANCES E AT OWNER'S EXPENSE. TOWED VIHICLES SIGN TEXT: Q BLUE - AND ALL ACCE551BLE MAY BE RECLAIMED AT OR 'NO STOPPING FIRE LANE' Z COLOR NO. ROOMS (INCLUDING BY TELEPHONING -- _- Z �7 1509 D iN UNI-SEX RESTROOM, 5PA, NOTE: MOTEL OPERATOR SHALL FEDERAL BREAKFAST, CONFERENCE, ARRANGE FOR TOWING AND SUPPLY BLUE — `9 ►- STANDARD X AND HANDICAP ACCESSIBLE REMAINING INFORMATION FOR SIGN. E 95 B. GUEST ROOMS) ADJACENT 9 0 COLOR NO. � � TO LATCH SIDE OF DOOR. LL 1509 D IN FEDERAL F- 5TANDARD 0 595 B. - - �9 At- ACCESSIBILITY SIGN //i 2 I/1' DIA.GALV. PIPE ACCESSIBDLE e- ?NIS SIGN �a7 N.C. PARKING y NOTE: MOUNT .1DJ4CENT TO STALL TO RIGHT OF E BUILDING ENTRANCES ''� ACCESS ISLAND AND ALL ACCE551BLE _ ^ '_ w .�,.� 0 ROOMS (INCLUDING VAN J Z I/2' DIA.GALV. PIPE V UNI-SEX RESTROOM, 5PA, FINISH GRADE / MOUNT SIGN AS ATrj] BREAKFAST, CONFERENCE, — ® C:) m AND HANDICAP ACCESSIBLE I Z O �• CiUF31' ROOMS) ADJACENT -__ �, a 00 1 lee— o 0 Lj `p ; TO LATCH SIDE OF DOOR. F ; ANCHOR SIGN ON WALL CENTERED ON PARKING STALL I - x 9 i i CONC. POST CASING ` w co WALL MOUNTED SIGN_ _A__ PARKING SIGN DETAIL 7 fee),, __ _FIRE LANE SIGN J r �" a �'- 0" File Name: 31h-ws.dwg — AB.� 3' _ �'- 0" File Name: 17h-ps.dwg �/?" o `- 0' File Name 31 h-fs.dwg AS.I o Edit Date: 12-07-98 (t4:1p:39) Edit Date: 03-17-99 (10:22:00) f dit Date: 12-1 7-98 (t t oo se) TOWING SIGN _� Occ 1 1/2" c 1'- 0" File Name: 17h-ts.dwg AB.� s'-0' cc apo Edit Date: 03-15-99 (22:37:41) x w -- c a � I ' W EsAGK OF CURB (W•IEN NO SIDEWALK EXISTS) • 51DE WALK VQ m FAINT RED W/ 4' HILI-I WHITE J FACE OF CURB -' LETTERING (10' STROKE) PAVEMENT No �1 A d O To IN ° e CG � o- A . o ° nIIIIIIIIII E YM o PARKING GGESS BL SYMBOL FOR STALLS i3", :-o I i-1 11—I PAVEMENTCEN ERED N STALL — I WITH BOTTOM BORDER —I I I—I I I` BACK LIMIT 1 I�—I I 1=1I I - -- OF STALL.-& FROM l I I—III=i '' PARKING STALL SYMBOL E b Il- F_IRE LANE CURB DETAIL_ F ' 12" = ''- �" Edt 03h 15-99wg (22:17:00) A81 z w a� l STORE FRONT DOOR w 1'- 0" File Name: 31d-fl.dwg KO M2raDDHREOLD TSHLu O %j) O Edit Date: 12-08-98 (12:09:37) PEU. lie— 12' ITUMINUS EPJOIT/ BOX . N e 3: � � w CARPET AND PAD 0 Lr 4' GONG, ON � Q cc SAND ON 2 TED 4' GONG. SLAB ON ui J (,� O Z G 4' COMPACTED GRAVEL COMPACTED ON 6 MIL. POLYETHLENE a': 0 GRAVEL VAPOR BARRIER W cc 12, wuwfw uuu�u w Q M .X. I/4'(-- _- _ wwwuwuuu ul��!uwwuUu�uw ' wIIWWuu�uwn�lnnuunnl��uwwwu� lle .. I d ° n n �/� e ° e ° n ' • C J e n .A 4 ° o e a d � M _ n n d ° e 1 ° � ° d _ e e n e DRAWN =_---_—_ --_--_ ---_- _ T JM -III=III=III=I I c ° ° n n _III—III=III=I CHECKED �- CONC. FOUNDATION DATEJAN._1_9th, 2003 - - SCALE AS NOTED SYMBOL_ PR-OPORTIONS SWING DOOR SILL (EXTERIOR) Cz _ 00-1� I?" --- 1rdifo 311,; Bs�'Is,.nl " SHEET 3 - 1 - 0 File Name: 17d-th 1.dwg SINAGE,WARNING STRIPS AND DEVICES AS WELL A9 ALL BUILDING Edit Date: 03-15-99 (22:17:51) AND SITE FACILITIES SHALL COMPLAY WITH ADAC AND 1995 CALIFORNIA BUILDING CODE CHAPTERS 10 AND ll. A823 Tiqard Str. 11365 6UF`200-110050, MEC2003-0004. 18 of 536 OF SHEETS 1 NOTICE: IF THE PRINT OR TYPE ON ANY I1IIIllt � lll li IIIIIIIIIIIII IIIIIII VIII IIIIIII VIII Illilllil !I I I lil Illlllllllf lilllll Iilllll Illllil Illllil Illllil IIIII� lillli ' lllill ! III lil II ' llll IIIIIII VIII I t ! _ --- --- - - -- --- - -- - - g ---- l� - --- - - ---- (MAGE IS NOT AS CLEAR AS THIS NOTICE, - o._-- _ - 6 I 7 I � + � 1� I ],� I 1� �( � i IT IS DUE TO THE QUALITY OF ThE No 36 (III E!III Il8lliZllll�ilSll Zilli�llLll IIIIIIIII IIIIIIIIIIIIII�I!IIiIIIII�IIIIffIIIII�IIII IIIIIIII�IIIIII�IIII�IIII�IiIIIIIII�IIIIII6T st llIII IIII I IIII Illlllll illlllllll�!Ilill � I � �8IIII��Iiil lll�Llllll lllil9 III�ll � lTi11 , 111111 III,IIIIII(IIInRIGINAL. D000MENT llll�l1111(91111 I Jfi E II �Z �IILI�I tI�I��I ieI II �I l 11�1111111111L111 lJ I N REVISIONS BY --- REVISIONS PER BJH 3/8 >4f=,4 RATED NT Cx— ItY PLAN CHFCK 4 11 03 2- I' I' GEMENT PLASTER 5TUCGO ; !' CEMENT PLA5rER STUCCO--, --- -- ON STUCCO MESH AND 150 FELT � � ON STUCCO MESH AND I5•FELT --- -- --------------------------------------------------- ------ - - - ON MENTO MESH R STUC FELT .;r -- 45° G =i -- 5/8' TYPE 'x' GWB OVER /2' P -----•----------- ------------=----___------- --- - - .. _ � HAMPER --- I LYWD SHEATHING - _ --� \ 4 MIL. POLYETHYLENE 2x4 Cc3NT. FURRING AT - -- 5/8' TYPE 'X' GWB OVER A 2x4 CONT, FURRING AT 1 r �� VAPOR BARRIER WAiNSG01 -- -- •1 4 MIL. POLYETHYLENE - - - RELIEF BAND -- - _ i VAPOR BARRIER 2x4 CONT. FURRING AT � --1 `---5/8' TYPE 'x' GWB OVER Z I { RELIEF BAND --- , �"�J 1 _ 1" THREE COT 5� UCCO 4 MIL. POLYETHYLENE �.-�- � ' WEEP SCREED _ 15 CONI ROL JOINT - �� VAPOR BARRIER 1/2' PLYWD FURRING �==J CORNER BEAD - -7 1"1ATCN STUCCO DEPTH ON 3. GALVANIZED C I ry i I• - 1.. I4I`1OND ME5N LU/ GALV. FURRING NAIL5C ' 3/4' STUCCO 'J' MOLD-4--- 0 " O.C. VERTICAL I It ------ 41- L - OVER 5 FELT. - - WAINSCOT --- RELILEF BAND WAINSCOT e o CONTROL JOINT DETAIL 4 STUCCO DETAIL STUCCO DETAILSTUCCO DETAIL o I A8.4 ' " 8.4 1 1/2" = I'- 0" 8 4 1 1/2' = I'- 0" File Name 27d-STU4.dw 8.4 O ch 3 = 111 '" �" File Nume: 27d-STU1.dwg 11/2 ° 1 - 0 File Name; 27 0.4 File. Name: 27d-STU3•dwg g a? .I Date Plotted: 01--19-03 (20:31:43) Date Plotted: 01-19-03 (20:19:45) Date Plotted: 01-19-03 (20:20:29) Date Plotted: 01-19-03 (20:21.00) p ; NOTES: 31 F- � 1. 1 THREE COAT STUCCO TOC M �' / I W O P� UJ U L D E S CSN �- � NO. U35&. LJALL SHALL BE 2x(o STUD L) _ � AT 16" O.C.LU/ 5/8" TYPE 'X' C�1'PSUI"I SI--IEAT1-11NG -- IN STUCCO 'J' MOLD H = LU/ (od COATED NAILS AT 12 O.C. EDGE5 AND 24 GA. G.I. FLASHING 8. V U m 40 .00 • FIELD, COVERED LUIT�I SINGLE LATER FIRE RESISTANT CERAMIC TILE BULL NODE SIMPSON A35 16d 6'O.C. PROTETIVE PAPER STAPLED ALONG EACH-I EDGE - � -- -- - AT ALL TILE BOUNDARIES 2x6 LEDGER I 2x6 BLOCKING Q M � AT 16 O.C. UNDER G,4 VAN I F-F 1 SIMPSON A34 a: SIMPSON A34 EA. o DE L ZE3D SEL URR NCS END �.� - WIRE I"IES NAILED LJ/ ad GLVANIZEDROOFING NAILS, 2x6 RAFTER5 _ o • 2 3/8" LONG AT (o " O.C. CE1"IENT -STUCrO Af=i'L IED TO ° 2'-m' o.c. --_----- - - - o cc LOIRE I"1E5N IN TLJO `1/16" TI41CK COAT5 LJ/ 5ONDING AGENT - =� I t 2x6 APPLIED BETWEEN COATS. 1/8" FINISH CONT .APPLIED d) / Iu �- N- 4x6 I.-ON I -6 LAST TO CONTAIN COLOR, TEXTURE AND PAI TERN. a LL M I 0 ' 1' I - - STUD WALL W/ 5/8' 'X' GWB w Q Z d)LL ---- - Al EA. SIDE (TYP.) _ F STUD WALL W/ 5/8' 'X' GWB / w Q Q Q r EA, SIDE (TYP.) WATER � FRP PANEL W/ EDGE MOLDINGS U ~ O RESISTANT BOARD UJ/ \ /i �\ F- Q N FIRE RE515TANT CORE TO - / ci CAULK > dD t- - BE USED IN WET AREAS 1/2'DIA. x 8-1/2' LAG SCREWS - -- bxro ��--- CERAMIC TILE BASE ON �-� TYP. ` _ N _ N X43 iHIN5ET BASE 1 QUARRY TILE BASE ON 3/4' SCREWS AG 4x6 CONNECT TO G GROUT SETING BED COVED TILES TO BE USED AT `--^ "y' TOP AND 8. V SIMPSON A34 ALL BAScS AND CORNERS 1 BOTTOM PLATES 4x6 / 6' x ro' QUARRY TILE ON MIN. ;9 W/ SIMPSON A35 �� 7 � 1 I/4' GROUT SETTING BED 4' x 4' CERAMIC TILE ON Z -- 4x6 \ THINSET B4SE \�� 1/4' PLATE SEE v -\-CONNECTION DETAIL _ 1\ f= --I, 5T0_6�: �'�I�fOLD - TYP. _ ! — 6x6 P05T AT DECORATIVE MEMBERS 12xro_� = I \I 1 l2x6 I l C ��J I / � - v 6x BEAM l 5/8' GYP. BD. '--I' EXTERIOR STUCCO cn A H FINISH SYSTEM 0 , 0 1EVATION L ' - 1/2' AP,i SHEATHING 5/8' D14. x -1 LAG }- BOLT COUNTERSINK 5/F3' DIA, x 9' WITH WA.S.HER LAG BOLT 1'-1 IPI' 4x6 BRACKET-I COUNTERSINK - -- - - DEPRESS SLAB 2' AT AREA CER A M I C TILE D E T A IL F -1,, l - WITH WASHER TO RECEIVE QUARRY TILE ,- ,48 4 DETAIL AT WINDOWS C� 2x6 STUD WALL 3 c 1 0 File Name: 3Ct-det.cJwg Date Plotted: 01-28-03 (ter:e:,o) _ TILE DETAIL E 3/4" I'- +a" File Name: 27d-wnd 1•dwg 8.4 Z uu QUARRYEdit Date: 04-22-03 ��) - WINDOW DETAIL r� — w File Name: 3 t-det.dw 48.4 1/2• - 11- 0' 48.4 q g GONT. 2xb File Nome: 2'7d-wnd2.dwg ~ � z , Date Plotted: 01-19-03 (20:23:06) �.�"" �' -- 24 GA GALVANIZED Edit Date: 04-1 1-03 (14:58:36) �co 0 O RC:CF CAP WALL SHEATHING- 24 GA CONT. FLASHING 7- -CONT. 2x4 --4x(o IN STUD WALL Z 0 1/4' PLATE SLOT 2 x4 BLOCKING 0 W THROUGH PLYWOOD DOUBLE TOP PLATE CC ix CEMENT ROOFING TILE --� -- � � 150 FELT-- (2) 5/8' DIA, THRU SIMPSON A35 OPPOSITE J0 z 1/2' APA RATED ROOFING BOLT COUNTERSINK W/ SIDE "� -� CL 0 (� K I WASHER ON OUTSIDE I' STUCCO 'J' MOLD- _,24 GA,_G,L_FLASHJ SIMP ON A35 (2) 5/8' DIA. THRU W = ?x6 BLOCKING BOLT COUNTERSINK W/ Q 2x6 LEDGER .r '-- --- 11 SIMPSON A34 PL ITE WASHER CN OUTSIDE l II'- IMPSON A34 2x4 FRAME T-0' O.C. (� \\ 1/4 PLATE SLOT �. 1 -- - = AND dx6 2 I/ � -- THROUGH PLYWOOD ( ten. �,[� 1 2x6 RAFTERS � - _ - _ —___ coNT. 2x8 -- vJ ( 2'-O'O.C. v -- - -- - -- 1 1/2' (2) 5/8" DIA, THRU BOLT W/ � M - 'Z DOUBLE TOP PLATE �r�_�•\ ;• ! • � ?xb -- WASHERS -SIMPSON A35 OPP. SIDE r ' CENTER LAG ON _ 4x6- 1F,d 6'O.C' - _ __ _- -- �- '`�• DETAIL AT WINDOWS m � ; I/2 x I NAILER i2X6 • 4x6 AND 6x6 -- ( � 2'-6 i i"1 —("2) 5/8 DIA, THRU BOLT W/ �� -��-� STUCCO WALL - ----- CONT. 3/4' FASCIA --� V WASHER / ! \ ) ` CONTINUES AT 6x6- / -_ -__ 3/4" = 1'_ 0" File Name; 27d-wnd5.dwg X8.4 --- - 6x(v VERTICAL----` SOME LOCATIONS - 24 GA. G.L. FLASHING ` __ Edit Date: 04-11-03 (14:54:31) Lu/ 5/8" DIA. i �� _ 4x(c� CONNECT TO SEE ELEVATIONS VERT. TCP AND \ -- _ _!� .pi __- PLATE I/?' P.T. PLYWOOD SHEATHING- 1 CEMENT ROOFING TILE AND 12x6 - T.JI"1 -JC / BOTTOM MPSON Ar 5S 1/4' PLATE SLOT - II _ - � 6' O.C. t ----- - - � -� 8• 6x6 THROUG+a PLYWOOD I I/4 I 6x(o RAI_ w/ (2 � -=� �-�`-�� iv _ — - 4x6 ' III, I/4`- 4x6 CHECKED fw 3/8' DIo LAGS 1/2' APA SHEAT+-+ING J l -- -- ` - - -- ----- 5/8' DIA. THRU BOLT W/ ROG AT EA. JOINT ---{---- '-` 6x6 - - COUNT RSN� BOLT WASHER t-�- DATE 1_L WASHER ON OUTSIDE CI DETAIL A JAN. SCALE 3 5/8' GYP. BD. ,~ - -- --- - �^ EVATI N i T WINDOWS STUCCO 'J' r1OLD 1/2"DIA. x8' LAG j -Q, O AS NOTED TYP. AT DECORATIVE SCREWS TYP'. _� MEMBER K t ---- - -- 5/PS"x9' LAG BOLT 4x6 CENTERED 1 PLATE 3/4" = i'- 0" File Name: 27d-wnd7.dwg 8.4 JOB NO. COUNTERSINK WITH UNDER 6x6- A *_;' Edit Date: 04-10-03 (15:22:50, , J 00-DRL"-127 AND &)eb I I/4 I I/4' i-/ 8' 4x6 BRACKET -- LWASHER �-��f✓ /-�� ' - ��^_�J� 1-1/2' PAN DECK - -- - - i3HEET I" EYTERIOR STUCCO 'Iib STUD WALL f METAL TRUSSES AT T-0' O.C. - - - FINISH SYSTEM \J i DETAIL AT WINDOWS WINDOW DETAIL K DETAIL AT WINDOWS A8w4 /4" - ,'- _ " File Name: 27d-wnd3,dw a.4 -- M_-_- ---- _ - = E A V E DETAIL. -- ------ --- N Tiqard Str. 11365 3 - 0 g 1/2 = 1 m File Name: 27d-wnd4.dw 8.4 _ " - 8.4 19 of 5� OF SHEETS 13UP2003-00050,MEC.:�UO3-0004 EJit Date: 04-22-03 (16:07:18) g " _ „ 3/4 - 1 - 0 File Name: 27d-wnd6.dwg Edit Date: 04 03 (16:09:09) 1 1/2 - 1 - 0 File Name: 27d-EVE.dwg 8'4 Edit Date: 04-11-03 (14:52:34) Date Plotted: 04-22--0.3 (16:15:49) /"I File Name: X27p-a84.dwg Edit Date: 04-23-03 (14:02: tt, NOTICE: IF THE PRINT OR TYPE ON A14Y 1 1 1 III 1 1 1 1 1 1 111 1 1 1 I I i i i i 11 1 1 1 III I I I I! 111 111 t�r 111 1111111 11 111 111 111 III I I I I I 1 1 III 111111111 III III 11 1 1 1 1 111 11 I I 1111 11 I I I I III 111 I I I I I I I ill 111 V I I I I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I I I �f I I I 1 41 - - _ l - - - -�-- L1 - -- IT IS DUE TO THE QUALITY OF THE No 36Li ORIGINAL DOCUMENT 1t 6 Z 8 Z G Z 8 Z Z 6 Z E Z ti TI7. 1 IT 6 T r1T Z�T T T' J11 I 6 S G H Q ib E 8 T a."uwII III! IIII II II111 IIII IIIIIIIIIIIIIIIIIII llillllll IIIIIIIIIIIIfI111�I11I1Illii Illil llil!1llliili Illlll i!lililii 1!iilllll1l illllllilllilillll�. l II I III Ll �1 I1111i1 !<< 1. > 111111 IiII l l 1111 1 1 1 1 1 1 1 lull. ] ISI REVISIONS BY REVISIONS PIM PtFR GDE O U i' STUC:GO FINISH OVER I/2' O �� I' STUCCO FINISH OVER 1/2' lJ� G� -' -11-03 INEF$IOR -- APA F2ATED SHEATHING r INTERIQg APA RATED SHEATHING — —OVER 2x6 STUDS 0 Ib' O.C. C O OVER 2x6 STUDS 16' O.G. — — — — — — — v ------------------------ 7 -,- _--, .--- -- ---- -------------- - - - - ---- - - - -- -- ------------------------- - , --- - ----- ---- ---- —-- - -- I - - -- - —I + 0-11 T- - — — — -� I �' 2xl2xv4 E-KESKi I �- ExT�IOR I FOOTING ? FAO 04 TIE. I'_2� -g 4x4xi/4 I /8 STEM WALL I C TS 2xl2xl/4 I AS L 18.5Ifni A8b BASE PLATE SEE 1/4' r I r- I I T5 2xl2xl/4 DTL IA/51.2 1/4' GUI55ET5 T�`P OF (8) 18.6 A8b 1-I/2' NON SHRINK ----------- I U I _ 1 I (TYP. COLUMN) GROUT l4) 3/4'o ANCHOR r- 1 - t5 4x•4xl/4 BOLTS lf o o - - --- - �--- - -I� I -I I -- FOOTING F � MATCH FLOOR ELEV. 1 l - T5 2xl2xl/4 a JA'q , _ '- STEM W�1LL-4 3/4'xl0'x10' PL. ° 0 1 4'-0'x 4'-0' xLINO. I t'o1 12' FTG. W/ (4) rl-- = l 1 1/2' I I/2'• I ------ - 8 I "5 E.W. I - - �- ------- ---- - - 1 — �-- 1-=��-� I I=-III= ANCHOR BOLT _l'-2' ` -_ - - 3 1 I II I o - I I TS 4x4x1/4 2 _ w -r I I=III III=I e- - 1 i I 3/4'xl0'xIfTJ' PL. A8S 1 I (TYP. COLUMN) els�/ co v ".0 L_�., LA8.6 —I 8b 8 18 iia D A8b U tK - ° ~I/4' I -- --..- I I/2' I I/2'C EAVE ABOVE y-4' I0'-4' EAVE ABOVE 4'-0' 2'-4' r 10'-4' =-�SEE FTG 41/4' 1 0 0 0 0 ---- - - - -- - - �r O c►� ,oG— — �SCHEDULE FOR - Z I Z t - - `� I Q I III-1 i l—III="III= I=III= DIMENSIONS AND BASE PLATE ( . ; "4 AT 12'O.C. AT I I=1 I I__I I—I I—Iii I I I_-1 REiNFORCING AT PIER (TYP.) j ° ° __ ____ PLAN a4 PLAN C F - _ APP. 8'-4' AFF. APP. 9'-1' AFF. PERIMETER "S c 12'O.C. E.W. 1 - ° _1/q 0 AND BELOW 0 ~ W 1 �Iu. /4' INTERIQg 1' STUCCO FINISH OVER I/2' ~ ►- INTERIOR Is STUCCO FINISH OVER I/2' }" PIER ELEVATION --� r- APA RATED SHEATHING c APA RATED SHEATHING I-- r 6 BASE PLATE - p - p Y _ m _ - 8'_ - _ OVER 2xb STUDS � 16' O.G. _ OVER 2xb STUDS 16 O.C. AT PIER (Tl'PJ `' LL:-1 d `L ♦- o 0" File Nnme: 27-cnpyd6.dwg 18.5 _- - o - ----- \- - —�- --- --- (� to n m F dfl f?ote: 01-29-03 (tt:t6 46) 1_ 1 I ___ - __ -J_ I I INAM ` 1 1 1 M y CANOPY PIER PLAN _ _, xT '°� I �3� T �- 3 J o� c6 0 3/4" = 1'- 0" File Name: 27-cnpyd789.dwg 18.5 C TS 4x8xl/4 I A8b I T5 2x4xl/4 1 A8b I _j N -5TEM WALL Edit Date: 01-29-03 (t 1:18:41) � � jj r I 22 r I 10 -1 ----------- --------� I 18.6 r- T5 4x4xl/4 U I 18.6 TS 4x4xl/4 U a BASE PLATE AT - (TYP. COLUMN) 1- lTYP. COLUMN) F W PIER ADJACENT I O I_ �_(_____ F I_ II Ts 4x8xl/4 TS 2x4xll4 CC V I t o o f I v_ _ ItQ2,10l0 WAaA5 10-" I _ — A8b 1 I — '48_613 REGYD ,- — -- I L 18.6 511. 18.6 Cl'D M 186 I y a r -- -- TAI SA EAVE ABOVE _4• 1 EAVE ABOVE _4. 1 a 4 0 2 0 4 4 0 2 10 -4 ,t 2'-0'x2'-0'x12' FTG. W/ Olt Olt IliU (2) 5 E.W. PLAN B _PLAN D APP. 8'-9' A.F.F. APP. I1'-4' AND 13'-0' AFF. INTERIOR Is STUCCO FINISH OVER 1/2' APA RATED SHEATHING CANOPY PIER ADJACENT TO BLDG. 8 OVER 2xC� STUDS 9 ICo O.C. 3/4' _ 1'_ O" File Name: 27-cnpyd789.dwg 18.5 CANOPY PLANS T ` T 2x,12xl 1 Edit Date: 01-29-03 (11:18:41) XT R10�? ' - i ! - � I I ' 4'-0'x 4'-0' x 12' FTS, AT VARYING HEIGHTS _ ADb �' 3 I I I Doi W/ (2) '5 LONGITUDINAL T8 2xl2x1/4 - TS 2x�2x /4 4 (4) 05 TRANSVERSE. 1/4° = 1'- 0" File Name: 27d--Pcnpy,dwg 486 r--------------------T.t 3/4'xl0'x10' PL. Edit Date: 01-29-03 (11:36:26) I )lp ITs 4 4 1/4 UNOI/2' I I/2'• ' 18.6/ A � J -'-- --- --- -� - - ----- -- r----- -- _� I (TYt COLUMN) I I I 1- 0 0 0 0 METAL C-CHANNEL ROOF ( I I 1 TRUSSES BY OTHERS (r ( I I I ° o °- -I ° i I-- - \ T 2xl2xl(4 171 (.� F- 2,r- -, ----- - ' BASE PLATE _ --- -------__— ---- --- -- -- -� _ 2 �_ W AT PIER <T1'PJ _ --- - _� A&6 I 3 I I I n I I l 4 W G. - ----- __ - A8b -I A8b -_ I A8b1- ABb�-— ♦�" 12' - - _ 12' v ado V, 0 CO O _EXTERIOR CENTER PIER 4. — — - PLANE Q w 3 1/2' APP. 16'-6' A.F.F. - -- -- ----- METAL G-CHANNEL FZOOF-� - - :- —• - - AND ABOVE � Z 0 v _ 18.5 11 _ I " TRUSSES BY OTHERS (--- __ _�. I --._ _ __ O W j/4 1 0 File Nome: 27-cnpyd789.dwc I _ _ Edit Date: 01-29-03 (tt:'i8:41) wiC: ��`` Ib'-Ca' A.F.F. 1 I uj U ♦♦�� 0 `SPL AN E - - --- ( --- J O V Z <_, -- r - 16 18.6 PERFORATED W = METAL SOFFIT A8b 1 13'-0' A.F.F. Ts 2xl2xl/4 ✓ P Q PLAN D - -- ---- - --- - I1'-4' A.F.F. `_ w PLAN D 12' - z to OL 9'-1' A.F.F. 1/21.— PL . -- c� PL ANC -- - - - - -- 8 9' AFF, - - _ PLAN 5- A,- --.---__._- 8'-4' A.F.F. TS 2x12x1/4 l _ A. IS � T5 x4xll4 PLAN A TS 4x8x1/4 GUTTER i ,''N,1- �/ i' `�` � DRAWN PERFORATED JLE ( METAL SOFFIT ) / CHECKED ROG TS 4x4x114 ITYP. COLUMN) - - - - ---- - - -- DATE - JAN. 2_9t_h, 2003 --�` SCALE ---- -- ` ' A5 NOTED FIN. FLOOR -- - JOB NO. r � - ill II - I 00-D RL -12-1 FRONT ELEVATION I SIDE ELEVATION -- - ! SHEET -- 1 , AHI 6 ASS SECTION • CANOPY SECTION AND ELEVATIONS TigardStr 11365 A8w5 k f3UP2003.00050,MEC2003-0004: 20 of 51 OF' SHEETS 1/4" = P- O" File Name: 27d-Pcnpy.dwg Edit Date: 01-29-03 (11:36:26) File Name: X27p-o85.dwg Edit Date: 04-24-03 (oq:_%1 NOTICE. IF THE PRINT OR TYPE ON ANY I I I I 1 I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIII I I I I I I I III III V I I I I l I I I I I I I I I I I 1 1 1 III III I I l i l I I III 1 1 1 1 1 1 l 111 I I I I I I I I I I I 1 1 III III 1 I I I I! I I III III I I I I I I I I I I I I I I 1 1 I l l IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 .moi I 4 I + 6 I $ I 1Q 11 1� Ta;jL 13 �G'��'J IT IS DUE TO THE QUALITY OF THE No 36 -', -- ORIGINAL DOCUMENT £ 6Z 8 Z G Z 9 Z Z fi'; £�Z �Zt Z O1 Z 6 i S i L1t 9 t 19 t �i t E1t Z1i I [ till 6 t3 I L 9 Y £ Z t]Irue 1 1 jj ff � II►� IIII IIII Ilii IIII IIII�II!I ►III II►� Ilil IIII IIII�IIII�IIII�IIII11111 IIIIIIIII►1111111111IIIIII11111111111 !IIIIIIII IIIII1111 illl�lllll'lllllll�Iilllllil�llllilll!�II1111►IIIIIIIIII►►IIIII�II I 1111 I I 1 111(111 I11II 1 I I l I�,II► III �II I II I I I A lUWll l 11 ,.1ll1.1L111111111111111111.W.W1 lllllllll N I 1 12 GA. C-BLOCKING V _ REVISIONS o r ------- --------- 3.5' OR 4' 8d SELF TAPPING ---SCREWS AT AT 6' O.G. REVISIONS Pn GDE SEE A8.5 --- - � CRY PLIW Cf'iCK 4-11-03 - ----- 1 ---_ � -TS 4x4x1/4 - �// I I TO 12x2xl/4 -1 1/2' 22 GA. B-DECK w/ ( i I I T8 12x2xl/4 I 1 )/4' - 8 j CLOSURE ANGLE I I _ 1/4' - 8 I I 1/4' TS 4x4x1/4 I I Thi 4x4x1/4 I L 2x2xl/4 x 8' LG. I L 2x2x1/4 x 8" LG. I -� I I L 2x2x1/4 x 8' L.G. 1/4' - 8 L 2x2x1/4 x 8' LG. l PRE-ENGINEERED I STEEL STUD ROOF O�� I T3 12x2x1/4-- �/ r - 8 I TRUSSES 0 24' O.C. Q) N I c / I I jl/4' - 8 -- - TS 4x4xl/4 VAj I I I I I I I I I I/4' - 8 - - 8.6 I J K% TO 12x2x1/� ELEVATION OF ANGLE CLIP TYP. COLUMN TO GIRT CONN. ' i TYP. COLUMN TO GIRT CONN. TYP. COLUMN TO GIRT CONN. 3 TRUSS TO BEAM CONN. 4 AT BEAM TO _COLUMN CONN. __ 5 File Name: 27s_d1a dwg8.(D 1 1/2" = 1'- 01 File Nome: 27s-dla.dwg 8•(0 1 1/2' = 1'- m" File Name: 27s-dIo.dwg 8•� 1 1/2" = 1'- m" File Name: 27-cnpyd4.dwg � 8.(0 1 1/2" = 1'- m' File Name: 27s-d1a.dwg a•(o � aD 0 Edit Dote: 01 -22-03 (15:07:17) Edit Date: 01-22-03 (15:07:17) Edit Date: 01-22-03 (15:07:17) Edit Date: 01-29-03 (11:29:51) Edit Date: 01-22-03 (15:07:17) O � � M CO CD _ I I TS 4x4xl/4 W y - r TO 4x2x1/4 I I I I ,-.-T5 12x2x1/4 OR + _ -- 0 I I I I TS 4x2x1/4 T5 4x2x1/4 --1� , � __ Lv I I ♦ , ` ♦ � � o TS 4x2x1/4 w M TO 4x4xl/4 L 2x2xl/4 x 3' LG.- Till C I 1/4' '4 •r a L 2x2x1/4 x 3' LG. I I I I '� N m ao I I I TO 4x4x1/4 I I • I I j 1/4 1/4' L 2x2x1/4 x 3' LG. 1 I/4' Q W 0 1/4' I 1 I TS 4x4xi/4 12 I I � I I I I � 1/4` W ( I 1 1/4'x4'x2x CAP - - PLATE _1 SPLICE DETAIL FOR cn _ TYP. COLUMN TO GIRT CONN. lm TUBE BEAMS AND G I R T S 11 _ TYP. GIRT TO COLUMN CONN. 2 _ END OF GIRT CONN. AT BLDG 13 TYP TOP OF COLUMN CONN. I4 N — 1 1/2' = 1'- m" File Name: 27s_d 1 a.dwg 8.(0 = _ _ - F le Name: 27s-d 1 a.dw 8.(0 - _ 8.(0 1 1/2" 1' File Name: 27s_dlo.dwg 8.(0 1 I/2" 1' �" � " � g 1 i/2 - 1' O' File Name: 27s_dla.dwg 1 1/2 1 - m File Nome: 27s_dla.dwg a.(o N Edit Date: 01-22-03 (15:07:17) Edit Date: 01-22-03 (1s:07:17) Edit Date: 01--22-03 (15:07:17) Edit Date: 01-22-03 (15:07:17) Edit Date: 01-22-03 (15:07:17) _ cv � - CD 2 CIO Lu a 22 ga 1-1/2" B DECK W/010 - 010 SELF TAPPING SELF TAPPING SCREWS 5CREW5 AT 6' O.G. A'- 6' O.G. TRUSSES, �-- 12 ga. x C CHANNEL - 7/16' APA RATED BUTTON PUNCH SIDE LAP NOTE SHEATHING AT 12'O.G. -- 2x.4 BLOCKING ATTACH METAL ROOF DECK 01 (2) 010 SCREWS INTO EA, TO PERIMETER ANGLES w/ 1/2"o _- WEB e1 24'O.C. 3' 22 GA. VERCO N 24 FUSION WELDS AT 12' O.G. - DECK ATTACH TO TUBE SIDE LAP CONNECTION TO BE BUTTON PUNCHED AT 24" O.G. - _// 1_ I I w/12 O.C.. FUSION WELDS s _ - SIDE LAP I , CONNECTION TO BE 8651M BUTTON PUNCHED 10 24' S -- -- I 12" O.C. _ \\ T5 4x4xl/4- I \� I I 12 1 1/4" x 11 "116' a O - - \ 1/4 2' AT 12' O.C. I I - - TIMBERSTRAND RIM / PREENGINEEREDGUTTER ~ — No. 12 5WG WIRE TIES AT 48 O.C. T I 1/4 2" AT i2' O.C. TS 8x4x1/4 I 1 JOIST OR 5 1/4' THICK C� WOOD TRUSSES A7 �' I I/2' 16 GA. 'C' CHANNELS AT S 2x2xI/4 PARALLAM BEAM 2'-0 O.G. I J TS 8x4x1/4 ( 48' O.G. W/ WEB VERTICAL j I I (ADJUST STUD LENGTHS J I �f I 3 1/2•x3 1/2'x1/4'-/ - ACCORDINGLY) p f'f �_ I - - - - --- ( -- TIE CHANNEL TO CHANNEL I/4' J BENT PLATE 1/4" W/ (2) STRAND5 18 SWIG AT 3' .2 GA. 1/4' - 2' AT 12' -- \ '� 1 EA. CHANNEL INTERSEC'N VARIES - -- -- - V vERCO N-24 �I ------- ------ -------- ----L11 �'- >J 1/4' Z W ROOF DECK i/4' - 2' AT I2' DOUBLE 2x.6 DF I I -- 3/4' 16 GA. CHANNELS \&� (� -PREENGINEERED L 2x2xl/4 x 6 LG. TO 12x2x1/4— ! STEEL STUD "2 STUD AT 49' w I AT 24' O.C. L 2x2x1/4 x 3 LG. \ cc TRU5SES O.C. ITYPIGAL - C2) 3/4' 1 THh�EAC>ED \ CONT. 16 GA. LEDG ANC.•+( E ',- SINGLE STUDS I I I/4 STUDS +� 48' O.G. WITH AT 16" O.C,) -- ANCHOR 50FFIT TO CHANNEL W/ 5/8' X 12 TO -'•x4xl/4 1/4' tL ��' Z - NUTS AND WASHERS __ 1/g' PERFORATED M TA SOFFI SHEET METAL SCREWS AT 24' O.G. ��- 20 ' W Q O 1/4 E L 0 I/4' zi� L 3x3x1/4 l J��-/�-�_��/`��/� 8.(0 0 W cc REAR BEAM CONN. TO AT O.C. EAVE CONN. OF DECK w .� O BUILDING AT FLOOR is — c TUBE BEAM AND COLUMN 1-> DECK TO TUBE CONN. la TS 4x4 HANGER TO BEAM CONN. 19 CL 0 C3 ? 1 1/2' = 1'- (d" File Name: 27-cnpydl5.dwg 8.(a ----- --- - ---- - - _ 1 1 1/2" - 1'- ta" File Name: 27-cn d17.dw 8.(0� ° _ '_ ° a.(o " - a.(v Py g 1 1/2 1 to File Name: 27-cnpydl8.dwg 1 1/2 - 1 - t'J File Name: 27s-d1a.dwg ! Edit Dote: 01-29-03 (10:11:37) Edit Dote: 04-15-03 (10:09:12) Edit Date: 04-14-0.3 (11:55:1 . Edit Date: 01-22-03 (15:07:17) w Z cr I CONT. 16 GA. LEDGE ANGLE O P Q ---PERFORATED METAL SOFFIT - 4 C V -- ANCHOR SOFFIT TO TRUSS W/ 5/8' X 12 S co SHEET METAL SGREW�24'�^�-7� - --- M 1 - - - TO 12x2xl/4 C= _ .� T - I I — TO 8x4xl/4 ( _ I I 1/4' i/4' 2 I/2' \ 3 4 (2) 3/4'0 I - ----- — !/4' I — 1/4" I I vlro" GPA RATED THRU-BOLTS `�' I I TO 4x4xl/4 I 1 SHEATHING T5 4x4x1/4- � I I I Ir � DRAWN I I I/4' I I I/,�� TS4x4x1/4- i TO 4x4xl/4 N 1 _ I 1/4 - - va' - 1 I - - _ JLE - - / ( L 2x2x1/d x 3' LG. 1 I CHECKED 114"ACANOPY ROOF TO I/4 -_� - C i 1 I L 2x2x1/4 x 3' LG. ROC WALL CONNECTION 164 I i i TS 8x4xl;4 DATE ---1/4• ! 1 1 I /— JAN. 29th 2003 l' 1 1/2" = 1'- ©" File Name: 27-cnpydI6.dwg g6 L 2x2x1/4 x 3 LG. 1/4'� I I 1/4" I I L 2x2x1/4 x 3 LG. -TS 8x4x1/4 I I I AS NOTED Edit Date: Olt-15--03 (10:1o:2s) •r \ 21 _.ED 41 l-- + --- Joe NO. S.F� - 5 8!4x1/4 �� 00-DRL-127 -1/4' GAP ELATE 8HEET 1/4' GAF' PL.ATF TS 4x4 HANGER TO BEAM CONN. 20 HANGER TO BEAM CONN. 21 HANGER TO BEAM CONN. X22 HANGER TO BEAM CONN. 23 1 1/2" = 1'- 0" File Name: 27s-d1a.dwg 8.(0 1 1/2" = 1'- 0 File Name: 27s_dlo.dwg S,(o 1 1/2° = 1'- 0" File Nome: 27s_d1a.dwg a•(a 1 1/2' - 1'- 0" File Nome: 27s_dto.dwg a.(o A8s6 Edit Date: 01-22-03 (15:07:17) Edit Date: 01-22-03 (1r,w r�) Edit Date: 01-22-03 (15:07:17), Edit Date: 01-22-03 (15:07:17) Tiqard Str. 11365 OF SHEETS BUP2003-00050,MEC2003-0004: 21 of 53. File Name: X27p-a86.dwg Edit Date: 04-24-03 (09:34-43 NOTICE, IF THE PRINT OR TI'PE ON ANY III III 1 11 III III III III I I III III I ( I I i III I l l t l l l I l f III III III III III III III III IIII 111 1 1 1I �1 I I I ! I III III 111 I I 1111 I ! I 111 I I I I III 1(11111 I I I I I I I I I I I I III III I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 111--I I I _I � I_ 14� I _I _I I I I C1_ . -- _ I - I $►L I I 1 - 1 _10 - 11 IT I I--1�� ( � ► ( ` 1 IT IS DUE TO THE QUALITY OF THE ll�lZlllL � I!I+lll9illZllll�lllllZZl 1 11+Il�ifi! ZII IlIlllSlllZilll 1111II1Z1 I IL�IIIII�ZI I il�IIAII�ZI I II�IIII�IIIII�II�IIII�IIIl9ill �]11!11111 i I �11111181 IIi I u.�F111111111�I111III1III1iII8IirUllllllllIII'INURIGINAL DOCUMENT 1111�vl11 81 1 11llSll IIIIILlI I �� REVISIONS BY N HI I I GDA 411-03 MAN EXIT 183 S.F. 36 OCC. - oc a `b --- -- --- C. d" psi AAIIM W MM tlAU SABHA HALL 1lTAN � 1957 S.F. 3399 S.F. 1065 S.F. - 137 OCC. 486 OCC. 71 OCC. - - L. 197 00c. 90 00 � 9 183 S F. \_ 36 OCC. w 0 J 0 0 \ I bsLLJ �\ .o M 0�yt _ °oo I 3 occ SdAIr Q_$PASS Go a0 1 co C.i _ ML > 2440 S.F. Ivy X/ 122 occ. H 1466 S.F. "'`i 1158 S.F. V 9 aca. FR o 210 OCC. CC. LL. �'~_ 1122 S.F. �#jww 0 > e uses 58 O AsM�GLQKT �- w 1 C. 6 OCG. El 3 OCC. 20 S.F. 9 Y = rv" 4 pp�pp� Nns p J 000 7 99 000. \ Be000. �✓ -T- _ Q I c s RM Q _ �p _ O O .,J N O O O - - IDC � � (�� 1158 S.F. � mg" N 1�. O 46 47 OT'*" 58 CC. Um" sx"el ATAIR 1A\7_101~.kI W FIRST FLOOR EXIT PLAN SECOND FLOOR EXIT PLAN I/I(o- = r- 0. File Name: 2716-f 1.dwg = - 1/I(o I - 0 File Nome: 2716-i2.dwg Edit Date: 04-14-03 (11:59:19) Edit Date: 04- 14-03 (12:04:22) m r. ZZ i�iALL/ LWd1iALL i cc LLJ Z 0 w o oe LAj cc J Q 0 z 0 NN WALL FIRE RATING KEY \ \ \ W ~' o UJ x cc ,4 DIVIeON 2 .1 cl? �\ \\ LO \\: c� 4 D I V I e I ON 3 OG C L�F=4N C�' R DIVISION 1 I. .. aw 1. DRAWN 14- OLR R,47EID CORR'f IDO� -_ o0o c� o o -_ —_ - -- - TJM, CJC - --- f' \ \ CHECKED or Roc l DATE e E F=4 R,4 71 C N UJ,4 L L � JAN. 29th, 2003 SCALE 45 NOTED JOE! NO. 00-1)1RL-121 SHEET _FIRST— FLOOR OCCUPANCY PLAN _ SECONDFLOOR OCCUPANC-Y PLAN I'_ 0" File Name: 2716-f2R.dwg --- I v� - III(O - I - (1File Name: 2716-f2R.dwg --- Agni ,\ Edit Date: 04-14-n3 (15:50:39) \ Edit Date: 04-14-03 (15:50:39) Tiqard Str. 11365 BLIP2003-00050,MEC2003-0004 22 of 51 OF SHEETS File Name: X27p-al1.dwy Edit Date: 04-23-03 (14 04,0 r1111111111I ' III � ! III � � � � i ! I " 11111'1111111 ! IIIIIIIIII � ! ! ! ! ! ! IIII � � � ! IIII ' IIIIIIIIIIIIIIIIIIIillllllll NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAT. AS THIS NOTICE, 17 IS C UE TO THE QUALfrY OF THE "° 3e ORIGINAL DOCUMENT i,Z SZ LlZ 91Z Z 6Z EZ 'L i7 oZ 6i 8t Lt 9t 9I b1 Et Zt it dt 6 t9 L 8 T Ib E Z ta14r>w� t l I' 1 ' \l llll�lllll� IIII IIIII!III lllll!IIIIIIIIIIIII�IIIIIII!IIIIIIIIII! Iilllllll IIII IIII IIII IIII�IIII II!I IIII illlIllll Illi��!!i IIII 11!11111 I,IIIIIII�I��«�I llil llil�lllllil11,11 I L lid 11111411 � III I,II 1111111 iIIII�IIIIJ II!Il�ll�llilll le--f !I.IIII! � I REVISIONS BY REVISIONS PER HJH 1 CIfY PIAN CHECK 4-11 03 I _NERAL STRUCTURAL TIMBER STRUCTURAL ALL CODES STANDARDS AND SPECIFICATIONS REFERRED TO IN THESE NOTES ARE TO BE PART STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH NUMBER 2 OR BETTER AND SHALL HAVE ALL FABRICATION AND ERECTION SHALL COMPLY WITH REQUIREMENTS OF FOLLOWING CODES OF THESE NOTES AS IF FULLY SET FORTH HEREIN, UNLESS NOTED OTHERWISE, THESE SHALL MINIMUM ALLOWABLE UNIT STRESSES AS FOLLOWS BE THE LATEST EDITION AND SUPPLEMENTS, AND SPECIFICATIONS. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, EXTREME FIBER STRESS IN BENDING, SINGLE MEMBER USE 875 PSI. ALL DETAILS AND NOTES ON DRAWINGS ARE INTENDED Tp BE TYPICAL AND SHALL APPLY TO TENSION STRESS PARALLEL TO GRAIN 650 PSI. AISC SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEM_ - - HORIZONTAL SHEAR STRESS 95 PSI. FOR BUILDINGS, WITH COMMENTARY. SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OR SHOWN OTHERWISE. CONSTRUCTION NOT COMPRESSION STRESS PERPENDICULAR TO GRAIN 625 PS 1. AISC CODE OF STANDARD PRACTICE, EXCLUDING SECTIONS 1. 5. 1, 3 3, 4. 2 AND TM 5 SPECIFICALLY SHOWN, SHALL BE ACCOMPLISHED PER MINIMUM REQUIREMENTS OF UBC. COMPRESSION STRESS PARALLEL TO GRAIN 1300 PS 1. AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS CONTRACTOR SHALL COMPARE ALL, DIMENSIONS AND CONDITI❑NS ON CONTRACT DOCUMENTS AND MODULUS OF ELASTICITY 1600 KSI. AWS STRUCTURAL WELDING CODE, EXCLUDING ITEMS CONFLICTING A R [SC REQUIREMENTS EMENTS MICROLAM TIMBER SHALL HAVE MINIMUM ALLOWABLE UNIT STRESSES AS FOLLOWS AT THE SITE. ANY OMISSION OR CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE MATERIAL_ SHALL COMPLY WITH FOLLOWING STANDARDS EXCEPT WHERE NOTED OTHERWISE, ARCHITECT AND/OR ENGINEER, IN CASE OF ANY CONFLICT FOLLOW THE MOST STRINGENT EXTREME FTBER IN BENDING REQUIREMENT AS DIRECTED BY ARCHITECT AND/OR ENGINEER. ENSION ZONE IN TENSION, ALL BEAMS 2600 PSI. CONNECTION BOLTS ASTM A-307 GRADE A COMPRESSI❑N ZONE IN TENSION, SIMPLE SPAN BEAMS 2600 PSI. ANCHOR BOLTS ASTM A-307 GRADE A CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST TWENTY FOUR HOURS PRIOR T0: PLACING COMPRESSION PARALLEL TO GRAINNUTS FOR ANCHOR BOLTS ASTM A-563 GRADE A CONCRETE IN ANY FOOTING OR SLAB OR BEAM OR COLUMN, CLOSING ANY WALL FORMS, GROUTING 2810 PSI. COMPRESSION PERPENDICULAR TO GRAIN, PARALLEL TO GLUE LINE 750 PSI. STEEL TUBES AS' A-500 GRADE B WITH YIELD STRENGTH EQUAL TO 46 KS[ ANY MASONRY, ['OMPLEIING NAILING OF ANY PLYWOOD WALL OR DECK, COMPLETING THE WELDING HORIZONTAL SHEAR STRESS 285 PSI. STEEL PIPES ASTM A-53 GRADE B TYPE E OR S OF ANY MAJOR SECTION OF STEEL DECKING. TENSION STRESS PARALLEL TO GRAIN 2600 PS 1. DEFORMED BAR ANCHORS MANUFACTURED BY NELSON STUD CO. OR EQUAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES ALL ITEMS THAT ARE TO RE INTEGRATED C MODULUS OF ELASTICITY 1900 KSI HEADED STUD ANCHORS ASTM A-108 MANUFACTURED BY NELSON STUD CO. OR EQUAL IE NAIL WOOD MEMBERS AS FOLLOWS EXCEPT WHERE MORE STRINGENT REQUITEMENTS ARE SHOWN ALL OTHER STEEL SHAPES ASTM A-36 WITH YIELD STRENGTH EQUAL TO 36 KSI. � � 0 INTO THE STRUCTURAL SYSTEM. ORDER OF CONSTRUCTION TO BE RESPONSIBILITY OF THE NAILS SHALL BE STANDARD COMMON WIRE NAILS, CONTRACTOR, HE SHALL PROVIDE ALL ITEMS NE=CESSARY FOR HIS CHOSEN PROCEDURE. ALL WELDING SHALL BE EXECUTED BY AWS CERTIFIED WELDERS. CERTIFICATION SHALL BE � �p LOJ❑IST TO SILL OR GIRDER TOENAIL 3-8 D CONSIDERED CURRENT IF" DATED WITHIN PAST 12 MONTHS. UNLESS NOTED OTHERWISE WELD O �, UNTIL ALL PERMANENT MEMBERS, INCLUDING WALLS, SLABS, FLOORS & ROOF ARE IN PLACE BRIDGING TO JOIST TOENAIL EACH END 2-8 D STEEL MEMBERS USING E-70 XX ELECTR❑DES AS FOLLOWS: Q C"� M AND ALL CONNECTIONS ARE COMPLETED, STABILITY OF STRUCTURE AND ALL PARTS THEREOF SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 3-16 D AT 16' O/C aD TOP PLATE TO STUD END NAIL 2-16 D Q co c ; SHALL BE CONTRACTOR' S RESPONSIBILITY, DURINC, AND AFTER CONSTRUCTION CONTRACTOR STUD TO SOLE PLATE END NAIL 2-16 D COLUMNS TO BASE PLATES AND CAP PLATES 1/4' FILLET ALL AROUND AND/OR OWNER SHALL_ KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS, DOUBLE STUDS FACE NAIL 1-16 D AT 24' ❑/C STIFFENER PLATES TO WEB AND FLANGES 1/4' FILLET ALL AROUND BOTH SIDES ; DOUBLE TOP PLATES FACE NAIL 1-16 D AT 16' O/C STIFFENER PLATES TO COLUMNS 1/4' FILLET ALL AROUND BOTH SIDES ` < CONTRACTOR SHALL REVIEW AND VERIFY ADI_ SHIP DRAWINGS TO ASSURE THEY COMPLY WITH TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL 8-16 D 7� U. •, k.ONTIN000S HEADER, TWO PIECES ALONG EACH EDGE 1-16 D AT 16' 0/C MISC. STEEL TO STEEL( ANGLES, CHANNELS, ETC) 1/4' FILLET TWO INCHES BOTH SIDES w s REQUIREMENTS OF THE CONTRACT DOCUMENTS. LNGINEER WILLREVIEW THE SHOP DRAWINGS CONTINUOUS HEADER T❑ STUDS TOENAIL a-8 D CONTI FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT, THIS REVIEW BY THE ENGINEER SHALL CONT[RAFTER TO PLATE TOENAIL 3-8 D THE OWNER MAY TEST ANY OR ALL WELDS BY MEANS OF X-RAY, ULTRASONIC OR ANY OTHER NOT BE CONSTRUED AS APPROVAL, BUILT-UP CORNER STUDS FACE NAIL 1-16 D AT 24' O/C APPR P AT N - ❑ R1 E ON DESTRUCTIVE PROCEDURE. DEFICIENT WELDS SHALL BE CORRECTED AND �J V o BUILT-UP GIRDERS ANL BAMS TOP & BUT STAGGERED 1-20 D AT 32' O/C RETESTED AT CONTRACTOR' S EXPENSE. OBSERVATION VISITS To THE -ITE BY STRUCTURAL ENGINEER' S FIELD REPRESENTATIVES BLIIL.T-UP GIRDERS AND BEAMS EACH END 2-20 D Q SHALL_ NOT BE CONSTRUED AS INSPECTION OR APPROVAL OF CONSTRUCTION, TWO INCH PLANKS EACH BEARING 2-16 D O 0 TOP PLATES OF ALL STUD WALLS SHALL BE TWO 2X AND SAME SIZE AS STUDS, LAP PLATES N 0 1 A TI 0 N S A N D_ ABBREVIATIONS cO6 4 FEET. SILL PLATES ON CONCRETE AND MASONRY SHALL BE PRESSURE TREATED DOUGLAS DESIGN CRITERIA _v FIR LARCH OR REDWOOD, CONNECT SILL PLATES WITH 5/8 INCH X 10 INCH ANCHOR BOLTS AT THE FOLLOWING NOTATIONS AND ABBREVIATIONS PERTAIN ONLY TO STRUCTURAL PLANS AND - _ 48 INCHES ON CENTER, ll, N, ❑, DETAILS AND NATES. OTHER TRADES MAY OR MAY NOTUSE THE SAME NOTATIONS, GRAVITY LADS, ROOF SNOW LOAD 25. 00 PSF. UNLESS NOTED OTHERWISE, PLACE TWO 2X8 HEADER ABOVE ALL OPENINGS AND TWO 2X JAMB ROOF DEAD LOAD _ 20. 00 PSF, COLUMN AT EACH SIDE OF ALL OPENINGS. ENGINEER BRIGGS ENGINEERING, INC. - TOTAL 45. 00 PSF. CONTRACTOR GENERAL CONTRACT„ (NOT SUB-CONTRACTORS, SUPPLIERS OR FABRICATORS) ryi W SOLID BLOCK STUDS AT 8 FEET MAXIMUM VLRTICAL INTERVALS, CROSS BRIDGE OR SOLID HALLWAY/STAIR LIVE LOADS 100. 00 PSF. BLOCK JOISTS AND RAFTERS AT 8 FEET MAXIMUM INTERVALS. SOLID BLOCK BETWEEN ALL AB ANCHOR BOLT F1 FEET PSI POUND/SQUARE INCH JOISTS AT ENDS AND AT SUPPORTS, BLOCI(1NG TIMBER SHALL 3E 2 X SAME SIZE AS STUDS CLASSROOM LIVE LOAD 40. 00 PSF. OR JOISTS OR RAFTERS, ARCH ARCHITECT GA GAUGE PL PLATE STAGE LIVE LOAD 125 00 PSF. BLrG BUILDING, GALV GALVANIZED REBAR REINFORCING BAR _ FLOOR DEAD LOAD 20. 00 PSF. WHERE PARTITION WALLS ABOVE ARE PERPENDICULAR TO JOISTS, PLACE 2X SOLID BLOCKING BN BOUNDRY NAILING ` `' TOTAL ?85. 00 PSE. BETWEEN JOISTS, WHERE PARTITION WALLS ABOVE ARE PARALLEL TO JOISTS, PLACE TWO BDTT BOTTOM GB GIRDER BEARING RE1NF REINFORCEMENT JOISTS DIRECTLY UNDER THE PARTITION WALLS. `PJB BRG BEARING HORIZ HORIZONTAL RD ROOF DRAIN SEISMIC I..OADS: SEISMIC ZONE 3 UNLESS NOTED OTHERWISE, USE 3/4 INCH DIAMETER BOLTS TO FASTEN WOOD MEMBERS AS CJ CONTROL JOINT IN INCHES SIM SIMILAR z � � i W ' FACTOR 7_ 0. 30 SHOWN ON DRAWINGS. BOLTS SHALL BE SPACED AT LEAST 3 INCHE; APART AND SHALL BE CMU CONC, MASONRY UNIT JB JOIST BEARING SH SHEET '� c� "' Q' c� FACTOR I 1, 00 3 INCHES FROM THE EDGE AND END OF THE MEMBERS, PROVIDE WoSHERS AT EACH SIDE OF CONC C❑NCRETE K KIPS SJ SAW CUT JOINT '� ~ Q W FACTOR Ca 0. 36 THE CONNECTION. k cc v.i CB CONCRETE BEAM KLF KIPS/LINEAL FOOT SP STIFFENER PLATE �J,/� 2 FACTOR Cu 0. 54 CONNECT DUCT WLK ❑ FLOOR FRAMING AS PER THE MT'ST RECENT EDITION 1 CC CONCRETE COLUMN KSF KIPS/SQUARE FOOT SPG SPECIAL GIRDER LL' FACTOR R 5. 50 OF SMACNA CONNERACING TO JOISTS AT MIDDEPTH USING WEB STIFFENERS. CW CONCRETE WALL KSI KIPS/SQUARE INCH SPJ SPECIAL JOIST SOIL PROFILE TYPE Sol - �.��n�f ��,��,ti DET DETAIL L STEEL ANGLE SQ SQUARE STRUCTURAL SHE�\ THING DIAM DIAMETER LB POUNDS STL STEEL WIND LOAD: EXPOSURE B WIND SPEED 80, 00 MPH, DWG DRAWING MAS MASONRY STAG STAGGERED 1 COEFFICIENT QS 16. 40 Y DWL TIOWEL MC MASONRY COLUMN STD STANDARD ' COEFFICIENT I 1. 00 U. N. D. ROOF SHEATHING SHALL BE 5/8 INCH PLYWOOD, APA RATED SHEATHING FOR EXPOSURE, EL ELEVATION MP MASONRY PIER T&B TOP AND BOTTOM AND SPAN RATING OF 48/24 (PS 1-83). PLYWOOD SHALL BE PLACED IN A STAGGERED PATTERN ELEV ELEVATION MW MASONRY WALL THRU THROUGH WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, CONNECT SHEATHING TO FRAMI►''G WITH 10 D CODE USED COMMON WIRE NAILS AT 6 INCI4ES ON CENTER AT SUPPORTED EDGES AND 12 INCHES ON CENTER EQUIP EQUIPMENT MAX MAXIMUM 7OF TOP OF FOOTING STATE OF OREGON 1998 EDITION STRUCTURAL SPECIALTY C❑DE AT INTERMEDIATE SUPP❑RTS, EXIST EXISTING MIN MINIMUM TOG TOP OF GRADE BEAM EFFECTIVE DATE OCT. Ist, 2000. ELEC ELECTRICAL MECH MECHANICAL TOS TOP OF SLAB UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2 (NOMINAL) INCH PLYWOOD, APA F FOOTING MISC MISCELLANEOUS TOW TOP OF WALL RATED SHEATHING FOR EXPOSURE AND SPAN RATING OF 24/0 (PS 1-93), PLYWOOD SHALL FTG FCOTING NTS NOT TO SCALE TS STEEL TUBE 1 BE APPLIED DIRECTLY TO STUDS, BACK UNSUPPORTED PANEL EDGES WITH 2 INCH FRAMING. 5i . EARTH WORK _ _ _ FD FLOOR DRAIN OPNG OPENING TYP TYPICAL CONNECT PANELS TO FRAMING WITH 8 U COMMON WIRE NAILS AT F INCHES ON CENTER AT SUPPORTED EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPP❑RTS, FDN FOUNDATION Ol GN CENTER UN❑ UNLESS NOTED OTHERWISE ALLOWABLE SOIL BEARING PRESSURE ASSUMED TO BE 2, 000 PSF AND SHALL BE VERIFIED FIN FINISH O/C ON CENTER VERT VERTICAL IN ACCORDANCE w/ GF❑STANDARDS SOILS REPORT DATED NOVEMBER OF 2002. INTERIOR STUD WALLS, UNLESS NOTED AS SHEAR WALLS ON FRAMING PLANS, SHALL HAVE 1/2 INCH PLR FLOOR PI_F POUND/LINEAL SOOT W/ WITH GYPSUM BOARD ON ONE SIDE. BACK ALL UNSUPPORTED GYPSUM POARD EDGES WITH 2 INCH FF FINISH FLOOR PSF POUND/SQUARE F�]❑T WWF WELDED WIRE FABRIC I NOMINAL FRAMING. CONNECT THESE BOARDS TO STUDS AND BLOCKINGS WITH 5 D COOLER OR PARKER NAILS AT 7 ]NICHES ON CENTER AT EDGES AND IN THE FIELD. REINFORCED CONCRETE ACI AMERICAN CONCRETE INSTITUTE. UNLESS NOTED OTHERWISE USE 3/4' T&G FLUOR SHEATHING AT SECOND FLOOR NAILED WITH lOd AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION. COMMON WIRE NAILS AT 6' D. C. AT SUPPORTED EDGES AND 12' O, C, AT INTERMEDIATE SUPPORTS, A1SI AMERICAN IRON AND STEEL INSTITUTE ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO 2500 PSI WITHIN SUBSTITUTION OF ROOF, Fi_DDR AND WALL PLYWL'OD SHEATHING SHALL BE APPROVED BY ASTM AMERICAN SOCIETY OF TESTING MATERIALS. 28 DAYS AFTER PI_ACINS. ARCHITECT AND ENGINEER. IT SHALL HAVE CAPACITY FOR GRAVITY AND SHEAR LOADS EQUAL AWS AMERICAN WELDING SOCIETY. TO OR BETTER THAN SPECIFIED SHEATHING AND SHALL BE ICB❑ APPROVED: ICAO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. `V THE SAMPLES FOR TESTS OF EACH STRENGTH OF CONCRETE SHALL BE TAKEN NOT LESS THAN UBC UNIFORM BUILDING CODE. Z W ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARD OF CONCRETE, NOR LESS THAN w ONCE FOR EACH 5000 SQUARE FT, OF SURFACE AREA FOR SLABS OR WALLS, NOR LESS THAN PRE- FABRICATED WOOD TRUSSES F-- a: FIVE TIMES THROUGH-OUT THE PROJECT. d SUMITTALS __ _� -___ _- SPECIAL INSPECTIONS anU. h.. I _ i -.. _ I DESIGN AND FABRICATION ❑F ALL TRUSSES SHALL COMPLY WITH EOF ' DESIGN . PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF THE W O 0) O NORMAL WEIGHT AGGREGATES SHALL COMPLY WITH ASTM C-33 AND SHALL PRODUCE CONCRETE SPECIFICATI❑NS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSSESS'' BY BY THE THE TRUSS PLATE 1 1997 UNLE"p WEIGHING WITHIN 145 TO 155 POUNDS PER CUBIC FOOT. WATER USED IN CONCRETE SHALL INSTITUTE AND UBC STANDARD NO, 25-17. r<M BUILDING CODE FOR THE ITEMS NOTED BELOW, Zz Q cc W BE POTABLE, CALCIUM CHLORIDE, ALUMINUM CONDUIT, PRODUCT CONTAINING ALUMINUM OR 2. WHERE SPECIAL INSPECTION IS REQUIRED, IT SHALL BE PERFORMED BY A 0 ANY OTHER MATERIAL INJURIOUS TO CONCRETE SHALL_ NOT BE USED IN CONCRETE, TRUSS MANUFACTURER SHALL DESIGN AND FABRICATE TRUSSES T❑ SUPPORT LOADS SHOWN ❑N REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER AND APPROVED W ' DRAWINGS. COORDINATE DESIGN WITH ALL MECHI,NICAL EQUIPMENT AND SUSPENDED LOADS. BY THE GOVERNING JURISDICTION AND ENGINEER. COPIES OF INSPECTION < Q SUBMIT DESIGN CALCULATIONS BEARING STAMP C.I- A REGISTERED PROFESSIONAL ENGINEER REPORTS SHALL_ BE SUBMITTED TO 1HE BUILDING DEPARTMENT AND -� VZ O METAL REINFORCEMENT SHALL BE DEFORMED TYPE BARS AND SHALL CONFORM TO ASTM A-615 LICENSED IN THE STATE OF OREGON FOR REVIEW. STRUCTURAL ENGINEER OF RECORD. EACH REPORT SHALL BE SIGNED BY 0 ... GRADE 60 WITH MINIMUM YIELD STRENGTH OF 60 KSI, ALL REINFORCEMENT BARS SHALL BE A LICENSED ENGINEER ❑R ARCHITECT. THE STRUCTURAL ENGINEER ❑F DETAILED, BOLSTERED AND SUPPORTED IN ACCORDANCE WITH ACI STANDARD 315, SUBMIT SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATI❑N INDICATING, FRAMING PLAN, ' , RECORD SHALL BE NOTIFIED IMMEDIATELY OF ANY TEST WHICH INDICATES W M SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. PROVIDE MINIMUM CONCRETE COVER BRIDGING AND DRACING, DIAGRAM ❑F THE TRUSS[ S WITH DIMENSIONS, SIZE AND GRADE ❑F NON-COMPLIANCE WITH APPLICABLE CODES OR REQUIREMENTS OF THESE _ FOR REINFORCEMENT AS FOLLOWS, U, N. O, + MEMBERS, SIZE AND LOCATION OF METAL PLATES, BEARING DETAILS AND INSTRUCTION FOR PLANS, W INSTALLATION, 3. SPECIAL INSPECTIONS: �� 4" 'q'• V CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3. 00 INCHES MOMENT COEFFICIENTS SHALL BE 1/8 FOR ONE AND TWO CONTINUOUS SPAN CONDIT'DNS AND ♦^ vl CONCRETE EXPCSEL TC EARTH OR WEATHER, # 5 BARS AND SMALLER, 1. 50 INCHES 1/10 FOR THREE OR MORE CONTINUOUS SPAN CONDITIONS: LENGTH FACTOR FOR '4EB DESIGN C I FOUNDAFION CONSTRUCTION AND SUBGRADE v CONCRETE EXPOSLD TO EARTH OR WEATHER, # 6 BARS AND LARGER 2. 00 INCHES SHALT_ BE ONE. METAL PLATES AT COMPRCSSION JOINTS SHALL. BE DESIGNED FDR THE FULL IN�CTJOf�2 R_GEOT CHNI A�,,_RKP TT W/ R P RT T C TY LOAD WITHOUT CONSIDERING WOOD TO WOOD BEARING, `J^CONCRrTC__ ,�`-M�F.I1CCIl)'�r '��'"J Q, CONCRETE NOT EXPOSED TO EARTH OR WEATHER, SLABS AND WALLS U. 75 INCHES C ] CONCRETE STRENGTH* CONCRETE NOT EXPOSED TO EARTH OR WEATHER, BEAMS AND COLUMNS 1. 50 INCHES ALL METAL PLATE DIMENSIONS SHALL BE INCREASED BY 10% ABOVE THAT REQUIRED BY THE CX1 EMBEDMENTS IN CONCRETE Q ANALYSIS. ALLOWABLE STRESS FOR METAL PLATE SHALL NOT BE INCREASED FOR THE LOAD CX1 BOLTS IN CONCRETE M' rte.• ALL FORMWORK SHALL COMPLY WITH REQUIREMENTS OF ACI STANDARD PUBLICATION NO 347. DURATION, METAL PLATES SHALL BE PRESSED OR ROLLED INTO MEMBERS TO OBTAIN FULL IX) REINFORCING STEEL_ PLACEMENT IN CONCRETE W THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, CARE, DETAILING, PLACEMENT PENETRATION WITHOUT CRUSHING THE WOOD SURFACE. [ S�L�D [;. ;N 0-4HpRI-40 / j AND REMOVAL OF ALL FORMWORK AND SHARING. ALL METAL PLATES SHALL BE GALVANIZED STEEL AND SHALL BE ON BOTH SIDES OF EACH x FOR CONCRETE OVER 2, 500 psi CONNECTION, SUBMIT A C�1PY OF THE ICBO APPROVAL, 11��LUDING ALLOWABLE STRESSES TEMPERATURE REINFORCEMENT SPLICES IN WALLS, CONTINUOUS FOOTINGS AND SLABS SHALL ESTABLISHED BY THIS COMMITTEE, FOR METAL PLATES USED. 4. SPECIAL OR DEFERRED SUBMITTALS, DRAWN LAP 30 BAR DIAMETER, SPLICES SHALL. BE STAGGERED 24' MINIMUM. ALL OTHER SPLICES ALL LUMBER SHALL BE DOUGLAS FIR OR YELLOW PINEA, PRE-FABRICA-ED WOOD TRUSS SHOP DRAWINGS SHALL BE FORWARED TO _ TJM SHALL BE AS SHOWN OR NOTED ON DRAWINGS, ADDITIONAL SPLICES, IF REQUIRED, SHALL #1 GRADE. MOISTURE CONTENT SHALL THE BUILDIN'u OFFICAL & ENGINEER FOR REVIEW & APPROVAL. FABRICATION NOT EXCEED 197, NOR SHALL BE LESS THAN 7%, HANDLING, STORAGE AND INSTALLATION OF MAY COMMEW E UPON RECEIPT OF APPROVAL F'r BUILDING OFFICAL & CHECKED COMPLY WITH REQUIREMENTS OF SECTION 2612 ❑T UBC, AND SHALL BE APPROVED BY ENGINEER, ALL TRUSSES SHALL BE DONE SUCH THAT THE SPECIFIED MINIMUM AND MAXIMUM MOISTURE ENG I NEER. ROS CONTENT LIMITS ARE NOT EXCEEDED, GRADE STAMPS SHALL APPEAR ON ALL MEMBERS. 'DATE UNLESS NOTED OTHERWISE ALL CONCRETE SLABS ON GRADE SHALL_ BE 4 INCHES THICK AND v REINFORCED WITH 6X6 W1. 4/W1. 4 WELDED WIRE FABRIC, ALL WELDED WIRE FABRIC SHALL PRIOR TO FABRICATION, CONTRACTOR SHALL SUBMIT IN WRITING PROOF OF COMPLIANCE OF JAN. 29th, 2003 COMPLY WITH ASTM A-185. PROVIDE CHAIRS AT 36 INCHES ON CENTER IN EACH DIRECTION IN PLANT INSPECTI❑N BY AN I. C. B, ❑ APPROVED INDEPENDENT INSPECTION AGENCY, THESE SCALE TO HOLD THE WWF 1. 5 INCHES FROM TOP OF THE SLAB, INSPECTIONS SHALL COMPLY WITH UBC STANDARD N❑ 25-1739, AS NOTED FABRICATOR SHALL PERIODICALLY INSPECT INSTALLATION OF TRUSSES AND SFIALL CERTIFY JOB NO. j CONCRETE WALLS SHALL HAVE VERTICAL CONTROL JOINTS SPACED NOT FURTHER APART THAN IN WRITING THAT TRUSSES AND BRACING AND BRIDGING HAVE BEEN INSTALLED ACCORDING TO 30 FEE1, CONSULT ARCHITECTURAL DRAWINGS FOR LOCATIONS, PROVIDE 2 INCH X 4 INCH HIS SPECIFICATIONS. KEY WAY AT THE JOINTS, STOP ALL HORIZONTAL BARS Al THE JOINT, SHEETTRUSS FABRICAT❑R SHALL PROVIDE ALL TRUSS Tp TRUSS CONNECTIONS. ALL HORIZONTAL REINFORCEMENT SHALL HAVE MATCHING DOWELS AT INTERSECTIONS AND AT QCION�NECT DUCTWORK TO TRUSSES PER THE MOST RECENT EDITION OF SMACNA CONNECT BRACING RUSSES AT TOP CHORD ❑R AT PANEL POINTS, Tinald Sti 11365 CORNERS OF THE WALLS. ALL VERTICAL REINFORCEMENT SHALL HAVE MATCHING DOWELS TO ��_,.- BUP2003-00050, MEC2003-0004: E FOOTING OR STRUCTURE BELOW. �__�� .�--��-.�-�� 23 of 51- File Name: X27p--SOl.dwg OF SHEET$ Edit Date: 04-2.3-03 (11:30:25) .1';,:'::, '> ..,,A "" _ ., ��.NMpxr�.r,�sr.,.:."rMwer•!'r:mwynq'SFR'' :d '.'S^?3{�r,--,P•,,. ,,ey�ryx,r M.;�;ro�.r,;,,s,,. : .. ,.. :, ,gwire,�,or�,. � NOTICE- IF THE PRINT OR TYPE, ON ANY rCr ill Ali III il � ll � ill i1 � Iill Ili Ili ilLJil � lill [ III 111 ill 111 I I I Ili IJill1i 111 i1i III illi I liitli iil Ili LTi Ilif Ili i I III il� Ililili Ili Ell illltli ill Ili iliii I � C IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I -11_ � �?l I � - L_31 I I I I I_ � � � ( 6 I . I I � I I I g I I � � � IO I 1 � � 1� 00 J IT IS DUE TO THE QUALITY OF THE No.3H ORIGINAL DOCUMENT g 6z g1y GZ gZ �Z �Z gy Z0-- OZ gt. 8i GI 9t 91 6t EI tiI I�I I �8 8 G 9 9 1► E Z I,I�l,rr I Illlll�llUllllll�llil llll�ll l �IIIIIII,II,IIIIIII�II IIID III III I [III IIIIIII II�IIIIII1111111111IIIIIIIIIIIII�IIII�IllllllLl II I � IIIII I�IIIIIIIIIUllI ll,Illlll�ll� 1J.1111.11ll1111111L11� 1 ll��lllll� REVISIONS II BY 8 WI� _ 51. 3 F-1 ® �,' SL? --- --- --- WF -1 © -- -------- -- -----� ------- ------ -- -.r— -- ---------- ------- ----- ------_-- — ------------- - — r� — ,-r_r-r id I s3 I I I I I I 1. 1 L, J 1 1 1 IS _1 1' I 12 IMI IM. I i I 11 I I I. I �I .� I I - - - --- - --Tom--- - I III I I II III o 11 I I I I; I I I •"'� m I � I � I I I• I 1i I � � ( I I I •I I I I; I I ; W b cvI I 1 1 I I I• I I ' I� ac LA_ 1 I NI ! 13 ., K I . 3 I 1 • - - -- I _ 31 I CONTROL I I I I. I 3• I JOINTS- TYP. I I I I� I III gl? U V 0 BACK OF ', c I I I g 16 I I STAGE 1: I III ONLY HOLDDOWN SCHEDULE O Q s M I I S 4 1 1 I I I: I I a °O � I SL2 I I I; I I I MARK HOLU70WN _j N o WF-2 ! I SIMPSON STHD 14 w v WF 2 1- 1 = I. I I I j CONTRACTOR VERIFY RECESSED I �- SlMPSON STHD10 T I SLAB REQUIREMENTS FOR i I I COOLER Af D FREEZER FLOOR I J I I I I I TLr --v 1f-A4., 1 L_J =2X LJ TYP. -- 1 14WALL SCHEDULEI � jI I WF-2 ��_ Ir --_-- __ ] __- __ - - _--- _ - ::. __ WALL STUDS AND SPACING x I W 2 F_ - 2 L 513 f9�� ------------ -- _ - - ----- - ----- --- - c9 W ( - ----- ----- -- - = =__ -- --- ----_--� — -- ------ RF -- - --_ --_-- M HRK DF#2 2x4 '0 16" O.C. ---- I 12 j ( W2 DF#2 2.x6 AT 16" O.C. `� Q V yi/ DF#2 2x6 AT 12" O.C. '� ��, j I I I I I I I I I qO � 811"1. 1 11 # - 0 0 - 10 u h I 2 _ ---- I1 1� I� � !� 1 I I T 3 1 _ _ __I I SL? 4 � i' -�— - "��-`� � I I 1 1 �N------ -- --- -_-----_ ------- ---- 1 I i � a.? FOO`ING SCHEDULE LA F I LL MARK LENGTH WIDTH DEPTH LON('. TRANS J. 31 I N I I I g 10-11 _- i Q I I 3 11 I I I '3 WF-1 CONT. 18 12 (2) #4 ALT. HOOKS LL- ll l M " SL? II WF-2 CONT. 18" 24" (2) #5 �17. I �., 1 , -- I I I I I 3 j j I jQ CF-1 3'-0" 30-0" 12" (3) #5 (3) #5 r I a » ---_- -- I CF-2 5P-O" 1 -6 24 BOT (5) #5 -i ---- - I 11 I I J I IL I — - - ---I I _ I j CF-3 11 '-8" 8'-2" 12" (8) #5 (10) #5 CF-1 I 1 -._ I 1 Im SHADED AREA INDICATES-t-, _� I I I I I --1_I I gl? 1 A 1 Fw I 2 DEPRESSED SLAB I I t-1 I I I �, I I e W1 DEPRESS SLAB FOR I --- SHOWER FLOOR SLOPE I Iv _ I I I►- I -, a__ �_L1Lw ' l -2 �" w2 WF--.._J L'----- — — — ---- 3 '- --f -------- =------ -- ------=—� ------- r I --- ------ ----__---_--- -- --------- ---- --- --- -- w II II I ? ? I I� 1� W � 81.2 3I If I $L2 51.? 11 � L_ TYP. -J I --� WF-2 V 1 WF-2 ® I , � LL. .. L I -- ------------ --- ------ --------- ------------- --- - F--= - — -- - — — _ I O mrrr7777 -- --- -- -- - - - - _- , � o W i - s ��-�\ 11 ---- I 11N 1CC CC 1 A4.1 3 4.11 1 31 -- a '� .- 1, 4 I - _ - I I I V a r-- --- --� 0 _- Q I r - -- --1 �. (� z I I r I3 31 I WF 2 I I 11 WF 2` I 13 Q.. � Q . Wx cc I �, - -- -- -- ---- ---- - - - - - -- ----- W ---- ---- ,' - -- ---- ------- ------ - - I J 3 d -- -: - -- -- ------ --- - - - --- _-----•- -------------- --- --- --- '^ WF-1 [W-�] L- .I L J WF-1 (� 5 DEPRESS SLAB FOR- Q B A DEPRESS SLAB FOR SI.? SL? SHOWER FLOOR SLOPE B CIS 7. SHOWER FLOOR SLOPE TYP. AT DOORa NOTES: op op (� co 1 r- 1. CONTRACTOR TO COORDINATE SLAB do WALL PENETRATIONS W/ I I 1 1 OTHER TRADES. r • L - - J 2. VEP;Ff ANY SLOPES OF RECESSES IN SLAB AT ENTRY, RESTROOMS AND KITCHEN. 3 SEE FOUNDATION DETAILS ON SHEET S1.2 & S1.3. SEE SHEET A8.5 FOR 4. SEE GENERAL NOTES ON SHEET S1.0 FOR INFORMATION NOT SHOWN. FOOTING INFORMATION DRAWN — a AT ENTRY CANOPY TJM TJM CHECKED ROC - — — DATE -j-,4N.-29th, 1003 - - - ---- -- - - ._.____------ SCALE AS NOTED FOUNDATION PLAN - - - - __ JOB "°� -- 2`0-DRL-121 r� = /8" �'_ 0' File Name: 278-fnd.dwq -- SHEET Edit Date: 04-- 1 6-03 (10 45:55) ' Tiqard Sir. 11365 BUP2003-00050,MEC2003•0004; 24 of 536 File Nome: X27p-Sl1.dwg OF SHEETS Edit Date: 04-23-03 (11:29:45) NOTICE: 1' II I I I I 111 III III III I I III III III III III Jill illllll Ili ill Ili III ill Ilillllllll ill I I III III Ili ! ll . II ! ll Ill . ', I ill III illllll III ill li ' llll III III Illll I C THE PRINT OR TYPE ON ANY I � I I I I I � I I II r„ I I I I 1 ,-J IMAGE S NOT AS CLEAR AS TH;S NOTICE, I I I z I 3L� L- IC G --_r.-- IT IS DUE TO THE QUALITY OF THE No 3e �.. • w...• ORIGINAL DOCUMENT S 6Z 9Z GZ 87 Z fiZ I EZ I �Z I1Z Ot �ei 13i Gi 9t 9i 1b1 ET tii [T i 8 I I I' f I� I llll VIII'IIIIIIIIIIIIIIIIlIlL111111111IIl1lLllil1ll1111ll.lWllJ.11ll111111LlWllllll ll� IIIIiNII II I I I I III I I�IIIIIIII►IIIIIIIIIIIIIIIIIIII�IIII�I►IIIIIIIIIIIIIIIII►.IIII► I I l IllllIIIIIII�IILIIII �IIIIIIIII I1111�1 ►�► �I I�I 1 I � I I I I ,I I I III I I�I I I I�I►I III_I�.�ll�lJll ��IlLll � � Ill ►IIIiII IIII II I Illll I REVISIONS By '1I BJH �r I1iO4 HLAK" 4-11-Q / -- COLUMN SIZE SEE - - -- FLOOR FRAMING PLAN. 18' 5QUARE BLOCKOUT - - -"-� x 12" DEEP FILL W/ CONCRETE AFTER COLUMN 51ZE SEESETTING COLUMN FLOOR FRAMING PLAN. xl0B 1/4' --3/4' 'xl0' ASE PLATE --COLUMN IN WALL SEE -- ------ BASE PLATE 5EE V114 - SEE DETAIL 4/51.2 j FRAMING PLAN DTL. IA/51.2 - I/2�� / I-I/2' NON SHRINK- /�!d) 3/4'0 ANCHOR (4) 3/4'o ANCHOR - / BOLTS 1 -(2) 05 BAR CONT. I-I/<' NON SHRINK � _ \ BOLTS - S5r'=,= DETAIL � " GROUT GROUT �� A/51.2 P07 PLATE - - - °"• ° n N �- - 4 ° ° ad r� ANCHOR BOLT e a ° a r -- 3/4" DIA. HOLE.. ° ° ° � --- - (4) PLACES Cj° .e - - - —_— - ANCHOR BOLT I ° I I— y�t2 - i i— d ° i --III I I = ° s s -- = I 1 . d e + e d a 'f 'I �I I I—III a 4 =1tt - --III— I 2. e . o 0 12 D.G. d ° I_- ! - ° _ --WALL FOOTING - I 111- 0 w E SEE DETAIL 9/51.2 Q! - —1 J o i Q n _ SEE FTG 7— ° •' cv V d Q Q] III �;" ° n _ _ = SCHEDULE FOR l4J 3/4' DIA.x9' EMBED.-/ ;� U OC — 4 —I DIMENSIONS AND ASTM A301's ANCHOR _ _ _ _ I � a 3/4" STEEL BASE PLATE -- ;� x0 _ III- REINFORCING BOLTS. ' I I 1=III=III (2) 05 BAR CONT. � z III,, I;_ II,�IIII1111II11111„! r-�' °� ' ; Q 3' MIN. - TYP. COLUMN BASE PLATE DETAIL STEEL COLUMN ON k COLUMN TO FOOTING CONNECTION I AT INTERIOR FOOTIINGS I A INTERIOR WALL FOOTING 2 FOOTING FOR STUD COLUMNSr.3 U 3/4” = 1'- m" g 1 1/2" = 1'- 0" g 3/4" = 1'- ,a" g 3/4" = I'- ,a" g '— File Nome: 27s-d1.dw 51.2 File Name: 27s_dlo.dw 51,2 File Name: 27s-d2.dw 51,2 File Name: 27s-d3.dw X12 [d:t Date: 01 (15:11:59) Fdlt Date: 01-22-03 (15:07:17) Edit Dote: 01-22-03 (14:52:13) Edit Date: 01-14-03 (15:08:08) _ � � c U v � � c ' c � O Q c cc c � 1-1/8' AFA RATED FLOOR '" .j N m a 2' z v SHEATHING w/ 10d NAILS � (o AND I� O.G. � � 2x(o STUDS 0) 1(a' O.G. - SEE 1 SHEAR WALL SCHEDULE FOR 10d NAILS AT 4' O.C. 10d NAILS AT 4' O.G. _ SHEATHING AND NAILING 1-1/8' GPA RATED FLOOR 1-1/8' APA RATED FLOOR I©d NAILS AT d' O.C. SHEATHING w/ 10d NA!L5 SHEATHING w/ 106 NAILS 2x(o STUDS Q I(o' O.C. - SEE 9-I/2' TJI PRO 250 �' I/2' ASPHALT 6' AND 12' O.C. g 6' AND 12' O.C. J0I575 s 12' O.C. SHEAR WALL SCHEDULE FOR EXPANSION JOINT. t .r �w SHEATHING AND NAILING 9-I/2' TJI PRO 250 �9-1/2' TJI PRO 250 1-1/4' TIMBERSTRAND 3'x2' EXTRUDED + - 2x(b FIRE BL CKI G JOISTS 12' O.G. IzzJOISTS 10 12' O.C:, BLOCKING 2x6 P.T. PLATE POLYSTYRENE ` ' SIMPSON Aad `" TIMBERSTRAND - - I - I-1/4' TIMBERSTRAND � i INSULATION yd'� _ t -5IMP50N A34 BLOCKING A34 0 A30� A. BOLTS ® 48' G.G.� W C N � " 2x.4 STUDS 9 16' D.G. `!� W ' ' _ _ A 1/16' APA P.ATED SHEATHING 61 04 BAR CONTINUOUS Iv --2x4 STUDS 6 16" O.G. _� V y,4 T PLATr= 8d NAILS AT h' AND 12' O.C. FROM WALL BEYOND 0 n a a �4 �QLu DOUBLE 2 OP PL E � ANCHOR BULT ' � � O a x/16" APA RATED SHEATHING DRAFT STOP --2x4 P.T. PLATE w/ 3/4'0 _ 2x4 STUDS • 16' O.C. w 8d NAILS AT 6" AND 12' O.C. e ° (10'x2') A. BOLTS 6 48' O.C. * �_ °°. n� a' ° :-- A / w _ ,- _ — — —2x4 P.T. PLATE -2x4 P.T. PLATE ° 2x6 P.T. PLATE w/ 3/4'r� ANCHOR BOLT - �' I== e � III—IIII A � ° °° n °° e ^ ° e° e e° d ° I ANCHOR BOLTS 48' D.C. I I-1 I I—I I e I ° ----- -_ (2) "4 BARS CONT. ?� n 5'I a ° a e 1=III Imo III a 11=1 I I; e I- I I S I I e "4 DOWELS N 18' -I _ "\I ANCHOR BOLT „ I= O.G. AL OOK5f ° ° _ I 1 5 I (2) "4 BARS GCNT. 4 BAR CONT.- I - - — -! " e c ° — _ -- ! i— - ° e e . --- - - I — M -- n _ 12' DEEP FTG. - SEE III _III-III_ 4 I-1 11=I i 1=1 i 1- I =1 i I=1 I I - 4 DOWELS 6 18' - - - I - d — a a -- II—! ! ! III=1 I 1-- 3x2' EXTRUDED '"4 BARS m 18' O.G. - - - ° =I I I 3/4 ANCHOR BOLTS =I I . 1= e 0 POLYSTYRENE - _ ALT. HOOKS - �- O.G. - ALT. NOOKS _ - SCHEDULE - - __ III �I A , d ° 3/4 0 ANCHOR BOLTS ANCHOgf �TION - 12" DEEP FTG. - SEE -- ° - I - (2) 04 BARS CONT.-, ° I I I_I AT 48' O.C. 0 I= ° 111- AT 48" O.G. -- 12' DEEP FTG. - SEE SCHEDULE -II �► I I �_� - - ' =I I •.,..tl r.,.., • °. 1 ANCHOR BOLT =I I • 4 • "° -1 - _ 28 =1 e., — SCHEDULE I (2) "4 BARS CONT. — `•` I I- I— _--_- - e III = (2) 04 BARS CONT. --� �� - - -III. I=1 I 2- -T-1-I 1 I—III--III—I I 1- 1 � 1=I �. _ � -� -' I -6' , I J __ _ III=III—III=) ' SEE DETAIL 9-51.2 FOR �-III-III-III-I SEE DETAIL 9-51.2 FOR I ° III- -III III- FTG. DIMS. AND REINF, FTG, DIMS. AND REINF. I 1 1=I I�-III=! 11- III. III I _6 J -III- I -6 - --- U TYPICAL EXTERIOR FRONT OF STAGE DETAIL 4 INTERMEDIATE_ STAGE DETAIL s STAGE TO EXT. WALL DET. BLOCK-OUT AT DOOR , il1►'ALL FOOTING a CJ1.2 _ File Name: 27s-d7.dw 51.2 File Name: 27s-d8.dw 51.2 " ' " cJ• 1.2 " - ' " File Name: 27s-d5.dw " ' " " ' " " ' " 3/4 = 1 - 0 File Name: 27s-d4.dwg 3/4 _ 1 _ � g 51,2 3/4 = 1 - � File Name: 27s-d6.dwg 3/4 - I - � 9 3/4 - I - 0 9 Edit Date: 01-23-03 (13:03:20) Edit Date: 04-15-03 (09:59:36) Edit Date: 04-- 17-03 (12:07:08) Edit Date: 01- 28-03 (13:34:35) -� Edit Date: 01-28--03 (13:18:59) Z w 8' -,�- - �- w ccU. z /—SEE FOUNDATION d ° �e •4 +� 12' O.C. HORIZONTAL O PLAN FOR STUD SIZE I Z AND SPACING _ 0 � w II_III—III—I Lu 0 5EE SHEAR WALL SCHEDULE 1 ! I,�IIII=1 11� � U !Q� O /�-AND ARCHITECTURAL -1 I I=1 °' j IP4x4 OR 4x6 0 0 z SECTIONS FOR SHEATHING iI I II A— , 2• a' J Q 1 -3/4'o 4307 BOLTS - - �• AT 48" O.G. `t .III- n• ,o W = a' ' ANCHOR BOLO 1=I ( o SIMFI50N 5THD14 w/ (38) I(od -III- "4 DOWELS 18 O.C. SINKER NAILS OR 3THD10 W/(28) 4 C V ° ° �► � 4•_I a e 16d SINKER NAILS SEE PLAN. �- — ee ee ° O Q •I e e _I e e ° (NOTE: ------- � M i " 1 "5 X12' O.G. E.W. ' n • • (INSTALLATION OF HOLDOWNS r - 1 —►TI1=1 I Id d e1--- - ------=��1— _ TO BE INSPECTED. P- - e 1 I � °' n° I I e I-I ° I• ' ...' °' � 1. a •_ -- a 111- -I I ------"d BAR x 40" MIN. IF is INTERIOR = n .... .�... �' < ;�,,; - I/1 $I� WALL OR CONTINI:OU5 TOP BAR - - II��j 1' EXTERIOR WALL. DRAWN TJM,_ 5JH, JLE-_ 1 i I I I I ( IIII III 1 (2) 05 BAIL CONT. -) 111 I I, CHECKED TYPICAL ELEVATOR HOLD DOWN DETAIL AT DATE TYP. IIT. WALL. FTG- g SECTION 10 ENDS OF SHEAR WALL% ►1 J,�,N. s�t�",�E 3 ---- - - __-WALL---- -- — — — S NOTE 3/4" - 11- 01 File Name: 27s-d9.dwg 1.2 3/4" = 1'- 0" File Nome: 27s-d10.dwg cJ1.2 3/4" _ 1'- 0" File Name: 27s-dl1.dwg 51.2 JOB NO. Edit Date: 01-15-03 (10:49:38) Edit Date: 01-14-03 (15:48:37) Edit Date: 01-15-03 ;10:37:10) 007 D_RL-_121 SHEET Tiqard Str. 11365 BUP2003-00050, MEC2003-0004. S182 25 of 53- File Name: X27p-S12.dwg OF SHEETS Edit Date: 04-23-03 (11:31:13) NOTICE: IF FHE PRINT OR TYPE ON ANY I �F�I I I l I 1 1 l l l l I!I I I I l l l l l i l�l i I l l l l l 11 111 I I I I I I I I I I I I I I I i I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I l l I l l l l 1 1 111 IIIIIIIII ' I I I I I I 1 1 1 III I I I I I I I Iilllll ( ! IIII 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, II 1 l 313 ao -- - —_1_--_ _� --- - ---1 IT IS DUE TO THE QUALITY OF THE Nu 36 a" w°� - - — — - ORIGINAL DOCUMENT - I - 1 I - - L 8Z LZ 9Z 5Z b1Z E1Z TZ UZ 6[ 8I Lj? 9i 9I 61 S [ ZIT Tt T 16 8 L l8 S E tz__� 't il!IIIN►I! ' REVISIONS BY 1-1/4' TIMBERSTRAND APA RATED FLOOR j SHEATHING RIM JOIST 9-1/2' TJI PRO - / 10d NAILS AT 4' O.G. 5 v 12' D.C. '1/16' APA RATED SHEATHING 2x10 J015TS A 12'O.C. 0d NAILS AT 4' D.0 I0d NAILS a+ 4'O.C. 5TAGGERED APA RATED RAMP SIMPSON A34 2x10 JOIST m 16' U.C. -DOUBLE 2x4 BEVELLED 5/8' APA RATED SHEATHING w/-- PLATE /-PLATE 2x4 STUDS 0 Ib' O.G. 10d NAILS 0 (o' O.G. - _VARIES, BETWEEN BEVELLED 1 �__ E10d NAILS WO.G. PLATES AP.T.TP210 JOISTS 12'OGAND P . LATE x . . LANDING I r 2 SIMP50N A34—, (3) 16d NAILS • A. STUD 2x10 BLOW-KING- 2x10 JOISTS +� 12'O.G. ID24' O.G. / 2x4 STUDS * 16' O.C. ANCHOR BOLT - 2 AT 4g 30 ANCHOR BOLAS � � -2x10 P.T. JOISTS/ SLEEPERS ��2 51MP50N A34- / 2x4 STUDS +� I6' O.G. DOUBLE x4 NOTCH OVER PLATE I I TOP PLATE 2' ° (- A-, 5/8' APA RATED SHEATHING W/ 2x4 P.T. PLATE W/ Ire'eJi-- -- 10d x I-I/2' NAILS � 6' O.C. INTO2x4 P.T. PLATE W/ I/2 DIA. JOISTS / SLEEPERS - ANCHOR BOLT 4 O.G. ANCHOR BOLT - - � � �-- S w2 'cj -- - 2x4 P,T. PL.ATE W/ 1/2'0 d e e ANCHOR BOLT — ° ° -- 2• ANGHOR BOLTS 24' O.G. -- ANCHOR BOLTS 924'O.G. 42X4 P.T. PLATE a" �- \ a e . a a a . a: 00*2 ANCHOR BOLT . _ — - - �- — 3 -- � a – E I �=---- =11III '-10L�- (2) 04 BAR CONT._ I — , (2) 05 BAR CONT. I 1=( M B R CONT. 0 � 10' (2) •4 A ao U 10 i+l 3 (2) 04 BAR DONT. JOIST DIRECTION _ � x ; RAMP TO STAGE CONNECTION 12 BASE OF RAMP DETAIL 13 RAMPS PPORT DETAIL 1 w m _ _ _ _ U _4 CHANGE AT LANDING 15 >- � � 3/4" = 1'- 0" File Name: 27s-d12.dwq 51.3 3/4' = 1'_ 0" File Name 27s-d13.dwg 51.3 3/4' _ I'- 0' File Name: 27s-d14.dwg 51.3 3/4" = 1'_ 0' File Name: 27s-d14.dwg 51.3 � Edit Date: U 1 -03 (1.s oa o.3) Edit Date: 01-15-03 (17:25:08; Edit Dote: 01-15-03 (1x.13:10) Edit Date: 01-15-03 (1x13:10) r , c V •• O c Z5 mop J N O Q z °:fad I-I/8' APA RATED-- -2x10 ELK'G a x 71 ': FLOOR SHEATHING w/ l d MAILS AT 4' O.C. 10dNAILSmCc' O.G. W 5/8' APA RATED SHEATHING 9-I/2' tJl PRO w/ 10d NAILS g 6' O.G. 250'S 6 12' O.C. 2x10 JOISTS iv 12' O.L. s" - SIMPSON A34 �- a 2 W N 0 ��cc n -2x4 STUDS 16 O.C. X24' C.C. ANCHOR BOLT 2x4 P.T. PLATE W/ I/2'o � "! DOUE3LE 2x4 ANCHOR BOLTS s24'0.. G TOP PLATE 2' a aQ e ' — -- -- _ I 11=1 I I� I 1-11I— lot - 1=11 I- U IIII �(2) 04 BAR CONT. RAMP TO STAGE CONNECTION 3/4" _ 1'_ 0" File Name: 27s-d16.dwg 51,3 r Edit Date: 01-23-03 (13:07:12) `r LLJ :,t Z t ,} LLI o o 3: Q o w Q ac z0 a- 0 ficc W � . .. lit- DRAWN Q 1, b jG' ) DRAWN BJN, J_L_E CHECKED ROG -- DATE JAN. 29th 2003 SCALE ASv0_TED JOB NO_ 00-DRL-127 SHEET Tiqard Str. 11365 BUP2003-00050,MEC2003-0004. S183 26 of 52- File Name: X27p-S13,dwg OF SHEETS Edit Dote: 04-23--03 (11:44:30) NOTICE. IF THE PRINT OR TYPE ON ANY T 11 I I f I I I I I hI l 11 III III I II I 1 I III III III I I I I I I I I I I I I(III I I ! I-III III-I_�I I I I I III I I 11 I II 1 1 1I I I I I I I I I I I I�j I! III I I I III I I I III III IIII 1�11 ! I I 111 I ! 1 I 1 I 1 I ! I I III III 1 1 1 1 I I I III III 11 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I IT IS DUE TO THE QUALITY OF THE _ No ae IIII EIlil�llll ZIIII�IISII ZIIII�I!LIITIII�119I�Z � 11 M6 illlSIZ lZ I �T' i O 1iL I8�I I8 fII + L fII 9�T 19IIIII�IIbII tIIIIiIIEII TIIIIIII►I�I►11111 IlIl l �I Illl�lll�IIII IIII�IIIl�1111�1�191111111lltIIII71ijI Z ti 91 1111 11 Jill Jill ORIGINAL DOCUMENT g, REVISIONS' BY CRY PIIIA�OPE�K 4-11-03 LEGEND - �n�=� --- WALL HATCH INDICATES SHEAR WALL LOCATIONS WALL POCHE INDICATES BEARING WALL. LOCATIONS - - -- - WALL POCHE INDICATES - 2x6 STUD WALL C5 C14 C14 sv-t C14 C14 C5 ss-i ••0.00••••• --H4 ; H4 _- POCHE INDICATES DRAFT STOP Ai - - - --- - - IN ATTIC OR UNDER STAGE 2 i _ -14- a B� 2x6 STUD WALL INDICATES BEAM - _ _ SEE BEAM SCHEDULE NUMBER IN BOX "� 2x10 D.F. NO. 1 INDICATES HOLDOWN, • ? INDICATES COLUMN - HOLDOWN STRAP, OR 0 12' O.C. C'Id SEE COLUMN SCHEDULE HANGER NUMBER E 12 CROSS-REFERENCED TO J m 14 g13 INDICATES STRAP AT SCHEDULE IM. ROOF DIAPHRAGM 7n ` O c� v ji NOTES: I"'• `V ; 1, DOUBLE TOP PLATES OF FIRST FLOOR, SECOND V t --- -- _ _ FLOOR AND ROOF P RIM R STUD o MAY BE TO(THE R ASPLICED TOGETHER. SPLICE W CO _ I BE E S h _ N _ _ _ �, STRAP 0'.t A 4 FOOT LONG LAP OF- TOP PLATE` ---� - - - r- II EITHER TO BE NAILED W/ (5) 16d NAILS �" Q i - �`' - - ----- - a co EACH SIDE OF JOINT. � N lL = � ,•� _ N w 2. NAILING NOT SPECIFIED IN SCHEDULES v = OR OTHER? NOTES SHALL BE DONE IN _is _ _ _z 7r ACCORDANCE W/ TABLE 23-II-B-1 OF r J cm 0 1997 U.B.C. 3. FOR COLUMNS NOT CALLED OUT Z � N ADHERE TO WALL FRAMING SCHEDULE J © _ - - - - _ N AND WALL FRAMING ELEVATION ON SHEET S2.5. ALSO SEE FOOTNOTE (D 4 _ _ ,?__ IN HOLDOWN, HOLDOWN STRAP AND � W N 812 - HANGER SCHEDULE, SHT, S2.2. 4• SEE SHEET S2.2 FOR SHEAR WALL SCHEDULE. OPTIONAL LOCATION OF FOLDING * PARTITION, PROVIDE LOAD - - - -- =-=-x - 5. CONTRACTOR TO COORDINATE MECHANICAL o - 1 CARRYING CAPACITY IN TRUSSES - - - - - OPENINGS. N 44, C ------ - __ –– – – W N t� W 2x10 D.F. N0. 2 `��N � � COLUMN SCHEDULE / " SW-2 23 6 H3 C61 H3 82 C7 Sw 2 I C6 H C6 -2 DC7 C7 C7 C7 C7 C7 C7 C7 C5 2 7 -- - 1 - 0 12" O.C. W y 3 Q �H3 H3 H3 H3 ® MARK COLUMN - - - - All- C5 _ Q a Q Q - - - - - - - __ r _ _ FR2 C 1 TS 4 x 4 x 3/16 M -I - -- _- 3 3 3 3 00 : 3 �' C2 (4) 2x4 DF #2 21 i _ C146 M _ C3 (3) 2x6 DF #2 C4 (2) 2x6 DF #2 C5 (4) 2x6 DF #2 - -- - - - - - - - - II ----- - - FB - - - - C6 (2) 2x6 DF #2 (4) 2x6 DF #2 _ _ _ _-� _ _� _ so C8 TS4x4x3/16 --- - 19 __ - -I - _ - BIM U N ? - - - - -� - - w - ?• I ?3 �^ ^ C9 (3) 2x4 DF #2 ,� - - - - - —- c, SIM C10 (2) 2x6 DF #2 - ---- - _ �- - - _.. .— _-�'�, - - - �- - - - -- - - C11 (2) 2x6 DF #2 --�- - "--i- - - - - - _ - - - - - a - - u� C12 (2) 2x6 DF #2 �- _�_�- - o - - - - --- ' - - - - - 2- --r " - - C13 ;2) 2x6 DF #2 _ U v, UBLE JOISTS - - -- -`' --- - - - - - N - - - --- - _ f - — C14 (2) 2x6 OF #2 I'I =- ��-�-•It�__ - x r— --�-c -_ � _ --- - -�- ------- " � � - - — - -•--�- - � - - _-_- � C15 (4) 2x6 DF #2 � I - .""�"`� - a - --- - - -- - - -- - - - - - - - C16 (3) 2x6 DF #.2 !J _�� _CONT. 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( .N.O• ?3 ?3 2.3 116 (2) DF #2 2x8 u n DRAWN -- __ ,-99.99 CHECKED DATE JAN. 299th, 2003 1?3CALE --- STAIR -, -FRAMING PLAN SECOND FLOOR FRAMING PLAN AS NOTED _�4�—_ — -----�, ---- _ 00-VOB NO. DRL-127 _J �'- Q" File Name: 278-S2.dWg SHEET 1/4 _ 1'- Q File Nome: 274-STF.dwg \ [-flit Oate: 01-13-03 (to:tr,2s) Edit Date: 04-15-03 (09:56:71) Tiga.d Str. 11365 dUP2003-00050,MEC2003.006a. S201 27 of 51 File Name: X27p-S21.dwg OF SHEETS Edit Date: 04-23-03 (11:47:44) r'7 NOTICE. IF THE PRINT OR TYPE ON ANY III III III III III III III III III III III III l i l III l I l I I ! III III I I I I III IIII! I I III III III I I III III III I I III i I l III I I I I III I I I I I I I I I I I I I I I I I I I I I III III IIIII I t I1 I I � 2I I � 3 � �I _� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ------1 -- -- - -- � _ _1-- - ----;� � I /� -- I _ gL------- I-- L �_-_lUl 11 _ I 1� �C.�.-�Y1- � � �OC� IT IS DUE TO THE QJALITY OF THE N� 38 / ORIGINAL DOCUMENT $ 8Z $Z Lz 9�Z �Z 6'Z sz z IZ oTz et Si tt 9i 4i 61 s [ zi II 8 8 L s 4 ib le I7iY17N I 1111►IIIIII IlilllilII ►►IIIII!IIIIII IIIIIIIIII► + j � �� i ►II I III I�IIII�IIIIIIIII�III111111�11111111�1111111 II ti �lll�llllllll ►I �� + ++ ► III ►,IIII ►III Ilul�ullll llll lL iIl 11�k REVISIONS BY / k{VIS10N'j PER BJH RI L CITY PLAN CHECK 4-11 01 ! C5 sn_t 2. C5 f 1 '' i \J 11 1 1 I I 1 1 I 1 I 1 1 1 � 1 —_ f— • I I I I I I I I 1 I I 1 I I I I 1 I 11 •I I � � I 1 � I I I I I I 1 I I 1 \\��\ � ��, IIIIIIIilllllll ` o � . I IIIIIIIIIIIIII � IiI Z. Pon 1 1 1 1 I I I l i i l l w LEGEND � ; l i l l l l i l l i l l l l l l l l l o l I l , WALL HATCH INDICATES p I I I I I I 1 I I I �. W I 1 /I ! I- 1 I 1— I I 1 Ire — SHEAR WALL LOCATIONS ----�i I I I I I I I I I � �1. I I I� � • a �I : I i IIII i I �• � � �- �� : � ; � � I I I iIIIIIIiIi . r I �'1 , Ifi _ WALL POCHE INDICATES - I 1 - 1 y ( 1 1 I 1 1 I I I I 1 1 I 1 1 1 •Q 1 1 I 1,' I .� I I I 11 IIIIII ' i Iz .,'� '1 f` !� BEARING WALL LOCATIONS I � fly . I, 1 .:-� I I I,y � �Y � • I 1 I I I I I I I 1 1 I 1 I 1 1 I 1 I � I � I � I � 1' I ,� I �I I.� I �1 1 z I o v,• 1' / WALL POCHE INDICATES 1 1 I I i I l 1 1 z IQ (� r I I I I I I I I I I I I I I 'I'd-1 W /�I - I Zx5 STUB�L� --11 , 1 T-1, 1w� I I I I 1 1 1 I� i f ; I \ 1 1 1 I I I I 1 I I 1 I I J I 1 1 1 I ,i Z /, 1, DE IGN 'BOTI'VM FiVfD OF , , ,«�:'', �• M i I TR SSE R AG FO POCHE INDICATES DRAFT STOP I I I IA-fIi l l l i : N AI' I " I. x (`-yJ/{[/Lr q l I IN AMC OR UNDER STAGE w E I I I 1 I I I 1 1 1 1 I 11 1 1 • 1 1 I 1 I� I I I 1 1 I 1/�I I I I I 1 I 1 I . C? 20 f'SF LI I LI L 0 at:I ` ; �r,i, �• 1 D� �� t) i � '1r INDICATES BEAM - / NUMBER IN BOX /y II 1 I I I I I I I 1 1 I 1 1 ( 1 1 I I • 1 I I I 1 I I �I� 1 I /:'1 SEE BEAM SCHEDULE INDICATES HOLDOWN, • as E GI EER D- 0 US ES r- ' Z " O.C. U.N.O. .C� INDICATES COLUMN - HOLDOWN STRAP, OR a ) I \I� ( ' / I //11'� II�"'� I SEE COLUMN SCHEDULE HANGER NUMBER ao CROSS-REFERENCED TO Q N ; 1 • I r- I l l l l l l l 1 1 1 1 1 1 •I I 'f + :�/ I t :�' 1 1f= INDICATES STRAP AT SCHEDULE I t I ✓ I 1 I I I 1 1 I I I I V I I 1 I 1 •1 I 1 1 1 M' 1 % I /) 1 ' I ,�I 1L/ 2.4 ROOF DIAPHRAGM .1 U K 2. ��r r� I I I I I 1 I I I I I I I I\�� I I I I -��., I. 'I;i�;1, 1-��:--��•..�,r'II.� �� . w � W I I I I I �' I I I : I I I I I I I I 11 1 1 1 1 1 1 1 I �� ; a R j'� a NOTES: ♦ 1 11 I I 1 I I I Z� 1 11 I 1 I 1 I I I I 1 i. l 25 I 1 y I� 11 1. DOUBLE TOP PLATES OF FIRST FLOOR, SECOND U _ FLOOR AND ROOF PERIMETER STUD O c 81M. I ' � � __ 1 - a s 1 i WALLS TO BE SPLICED TOGETHER. SPLICE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' •' ' ' ' ' ' ' ' '� MAY BE EITHER A "SIMPSON" MST37 METAL T I 1 STRAP OR A 4 FOOT LONG LAP OF TOP PLATES, p I I I I 1 I 1 , EITHER TO BE NAILED W/ (5) 16d NAILS AlI 1 I I jDRr jTOPI IN IATTIIC ' I ` � � EACH SIDE OF JOINT. 1 2. NAILING NOT SPECIFIED IN SCHEDULES '� U II 1 I / I 1 I I I I I I I I I � I 1 I I I • I I I I I I I I I I I I I I 1 1 I 1 I 1 •I 1 I 1 1 1 I I I I S I 1 II N . T cn ^ OR OTHER NOTES SHALL BE DONE IN �' " I RIZ I 1 C , I I I 1 ( I : I I I I 11 I i I I 1 1 I I 'I :II I I I R 2 �I ACCORDANCE W/ TABLE 23-11-8-1 OF • CJI �y I . 1 I I I I �_1 I I I I 1 1 ,C5 1 I I 1 I I 1997 U.B.C. 5 -1�Y'� 2' I 2 0 LL 3. FOR COLUMNS NOT CALLED OUT z f , � Q , !,. a ADHERE TO WALL FRAMING SCHEDULE '�- - / Y ^Y `-✓ 1 -�}I� 1 I 1 I I , I �j I I I I I I 1 I I I I 1 IRI�71 I �• I 1 I I I I I I I I AND WALL FRAMING ELEVATION ON SHEET S2.5. ALSO SEE FOOTNOTE iQ N 1 11 I I I I I I 1 I I I 1 I I I I I • I I I I 1 1 1 I I I I 1 I I I I �I I I I I I I I I I I II Q IN HOLDOWN, HOLDOWN STRAP AND B (� HANGER SCHEDULE, SHT. S2.2. E ERI D �OO� T US : 4. VERIFY LOCATIONS OF MECHANICAL UNITS ON 2 ^ ti °Cm oEES tiROOF WITH MECHANICAL DRAWINGS._ _ _ __ uu • A � OC. (U.NO.) I I I I I �•� I I I I If— ! � �! I II I 1 5RTL . TRUSS MANUFACTURER TO DESIGN TRUSSES ' �' ' ' ��'_ ' \1\4 ' ' 'r— FOR LOADS DUE TO MECHANICAL UNITS.1 ZI I 11 1 ( ( :�I 1 I 1 1 1 1 I 4�# T I I I 1 I I 1 I I i I II--- 6. VERIFY ANY OPENINGS ASSOCIATED W/ RTU'S t ti, I I I ' ' ' ' WILL FIT BETWEEN TRUSS OR CONTACT ENG.NEER 1 1 1 1 1 1 1 �II ®• 1 1 1 1 1 I I I I PRIOR TO DESIGNING TRUSS. -. � • I I I I I 1 I I I � � 1 I I'� I 1 I I I I 4+, I I I 1 I I I I I 1 I I I II i ,�" —ll I I 1 I I 1 I I • I I I I I 1 I I ✓ 1 I I 1 I I I I ' I I I I I I I I I Imo- - H � SHEAR WALL SCHEDULE - I RI I r_I_ I I I PROIVITE pTRI' E� PE 1 11 1 1 Tu .81 OEE PE i� 6 MARK SHEATHING NAILING II I � �. T-�-r�' I � 'DET L '17/ 2.5 1 I 1 1 1 . I I I 1 I 1 1 1 1 1 I 1 1 1 1 I I I ---- -- --� 1 I 1 I 1 I 1 I 1 11 SW 1 7/16" APA RATED AND 12""O C FIELD I I I I I . I I I I I 1. I I I I J 1 1 I 1 I I I I 1 1 II SW2 7/16" APA RATED 8d AT 4" O.C. EDGE II I �-�, I I 1 1 1 1 IIIIIII I I I I I I I I I I I �`,I 1 1 :�` R6 IIIII 11— I AND 12" O.C. FIELD IC4 I C� 4 IRI I I Ir- 'i —_,1 I I 1 I I 1 1 I I I I _� � S/ I 1 I I 1 I I 1 I 1 1 I 1 1 I I I 1 I I V • � I I I I I I I I I I� .�� HI2 lip- H1 2 -- 'rt_ II I I C41 I I II I I I I 1 I 1 1 C41 1 1 1 : 1 I I 1 I I I I I I I I I I I 1 I I I 1 +1��4 iR11 , C4 RI �1 1 I I IIII IIIII • IIIII III 1 1 1 1 1 ' I :I 2 I T I II I l 1 I I I I IC� 2.4 NOTES: r` 4 �� - •' I I I 1 I 11 I I 1 I 1 1 I II 1, BLOCK ALL PANEL BOUNDAki[S ` 1 I I I I I I I I I I I 1 I 1 I I I I 2. SECOND FLOOR WALL NAILING APPLIES CO WN cli �I - 1— I I I I 11 I I I 1 I I I I 1 1 I • I 1 1 I 1 1 I I I 1 I I I I , 1 I 1 1 1 1 I II I 1 1 L—� 1 I I K. C \ _ TO SECOND FLOOR OR THE TOP OF THL HIGHEST Z !aS4 -- - - _ _ ; a�' 1 TU - - - ( = WINDOW OR DOOR ON THE MAIN FLOOR. W it t I I I II I I I I I ` I I I . IIII I I �` I - I I I I III hb• 111 I I - 1 I\ EER D #000 TRUSSES ' I 1 I I I 1 1 I 1 I I I 1 , I , II I I I I ..I- _-'—- I-- I--- ,i Q " C" vv//V 1 3, DO NOT USE PANELS LESS THAN 2'-0" O.C. zr A 2 " OIC. U.N�A) _ IN ANY DIRECTION � �,�, 11 1 I 1 1 I 1 11 1 1 I I I I 1 1 I • I I I 1 1 I I I I I I I I 1 I I 1 I I I II I 1 1^ I 11 ., W ® _" II I I I SIMPSON MST 37 STRAP W/ (10) 16d NAILS 11C41 C4� I 1 C41 1 C41 1 C4 IC4 I I C41 I I : I I I I I I I I I I I I I I I I I C�q I I 2.4 44 I C� �4 I I C4 I �4 I 11 I \ I ATTACHED TO TWO STUDS ABOVE AND BELOW FLOOR 0 CC W I u I I I 1 1 I I 1 I 1 I I I • I 1 I I I 1 I 1 _ I —. I 1 I I I I I I I I I 11 I I I 1 I 1 I II 1 pcc -�2 h2 -- _ H2 1 H? H?�_ Qj ® SIMPSON STHD 14 HOLDDOWNS w ` < sv-t sn-t RI 0 1_ 1 1 —---- I ss-t - 1 1 L1.� 1 s�-t sv-t o e� Z 2.4 ��-t ss-t 11 I 1 1 I I I I I 1 I , I g,�_t gM_t ® SIMPSON STHD10 HOLDDOWNS Q� J . .. R r� IIIIIIIIIII 11 — W � � F-----r I I I I I I I I I I 1 I 11 I t—---1 __ _ w �_., 2. sw - - - - - 1 I I I -- - COLUMN SCHEDULE -�- 1 I— - I I I I I I I I I III �`-- BEAM AND HEADER SCHEDULE q C ff E. GIN ER51) 00 T'R _SSS MARK COLUMN h ck: AT 24 0, ( .N. .) MARK. BEAM OR HEADER C 1 TS 4 x 4 x 3/16 tO - - - — - - - -- - FB 5 1/4" x 24" PARALLAM PSL - C2 (4) 2x4 DF #2 �- C� FB2 (2) 18" ML C3 (3) 2x6 OF #2 a T - a FBS (3) 11„7/8” ML C4 (?.) 2x6 Df #2 F-- - I -----° - - ----(- ---I I II __ ' N ROOF FRAMING PLAN F84 (3) 14 ML C5 (4) 2x6 DF" #2 -- _ _. F65 2 11 7 8 ML t,6 2 2x6 DF 2 rmq o z I 11 —_ 1 " - - ---- J �„ File Nome: 278-RF.dwg FB6 (2) 11 7/8" ML C7 (4) 2x6 DF #.2 { I UJ o z Edit Date: 04-22-03 (15:43:11)cr F67 2 11 7/8" ML _ C8 TS 4 x 4 x 3/16 DRAWN 111 � Z v F88 (2) 9 1/2" ML C9 (3) 2x6 DF #2 _ TJl"1 II - - I I }L----- ---� z o H1 (2) 11 7/8" ML C10 (2) 2x6 DF #2 CHECKED W - It H2 (2) DF #2 2x10 C11 - _ (2) 2x6 DF #2 H3 (3) 9 1/2" ML C12 (2) 2x6 DF #2 DATE - -- -- -- ,�..�„F..,, >� JAN. 29th, 2003 I H4 (3) 7 1/4 ML C13 (2) 2x6 DF #2 _ II IIII I —L _ J - _�- 1 -- I i ll -1 I H5 (2) DF #2 2x8 _ I C14 SCALE (2) 2xs DF #2 45 NOTED sn-1 H6 (2)-0F #2 2x8 C15 (4) 2x6 DF #2 -- -- _ ENGINEERED WOOD TRUSSES _ C 16 (3) 2x6 OF #2 PCO-tDR_L-12'1 T 24" O.C. (U.N.O,) TYP. ALL MEMBERS _ SHEET FRAMING THIS ROOF ! TOWER ROOF FRAMING PLAN Tl000 Str. 1136 - -- --=-------__ ---_-------- __._..____-- d�l'•�003-00050,MFC200s-G'!J4: S282 za u, �s c File Nome: X27p—S22.dwg OF SHEETS Edit Date: 04-23-03 (11:48:061 1 NOTICE: IF THE PRINT OR TYPE ON ANY Trl(I I f 1 1 1 1 III IIIIIII IIII 1 I I I I I I I J I I I I I I 1 1 1 IIIIIIIIIII ill IIIIIII IIIIIII IIIIIII IIIIII ! IIIIIII III 1 I III IIIII! IIIIII III I I I I I III I ! IIIIII IIIIIII IIIIIII IIIIIII IIIIIII I I LI IMAGE IS NOT AS CLEAR AS THIS NOTICE, II Zl -3 4 I y 6 1 �I ! $ I 1Q I 1 l I 1� Ja,yt j .�0 1 _ - - _ IT IS DUE 'TO THE QUALI'T Y OF THE No 36 ORIGINAL DOCUMENT tell �� t� 0� e�11 8[ Gi 9i 4t 6[ E3T 8 19, T ,�IIIIIIIII!III!iilllllll�lllllllll��►IIIIII1111I Illillllllllll I!IIIIIIIillillllll111 IIIIIIII1IIIIIIIII1►II111IIlIlll►�I►II►IIIIII►IIIII��I�I III II II I I 11 II �� ' II 11 ,I I I I ( � 1 II IIIIIIIIIII IIIIII,�IIIIIIIIIILI11111111111(uIIIIIIIIIIIIILl1WWu�ll1IL11 I1111111111111111111U111. lllill�lllllll1111 WALL - -- REVISIONS By SHEATHING, - _ - - 2'x6' WALL ABOVE WHERE APPLICABLE SEE SCHEDULE SIMPSOr, A34 - BEAM, SEE PLAN 6 I =I I/2' �� RIVIWNNS PFR BJH liltl ' ITY PIAN CHFCK 4-11-03 lod ID 4' OC.-- (2) 18' ---� -- - 16d 6' O.G. I WEB STIFFENER WEB STIFFENER MICROLAM BEAM, SEE PLAN 10d Q 4' OG.-- FLOOR SHEATHINGS, SEF 31RUCTURAL NOTES loci s 4' O.C. ---� 2 1/2 2 1/2' ' (2) 3/4' 0 1 1/2,' L� 1/2' 114' PLATE- I THRU BOLTS Ali I, TYP. EACH 0 SIDE. WALL - - -- 1114'x11 1/8" SHEATHING TIMBERSTRANG TYP. -- _- 1/16'-APA BLOCKING ffljj I/4 RATED W1 8d 8dQ 6'NAILS Q 6 t 12 E.Q. EQO.G. UNC - l4) 3/4' et-TINRU BOLBEAM SEE PLAN - 11-1/8'-TJI PRO -'0!5T5. SEE PLAN GOUBLE ?'x6'---� -- II-1/8'-TJI PRO JOISTS. BEE PLAN 4' PLATE I 1 1/4' 10 - I 1/4 I/4' I I/4' FOR SIZE 4 SPACING TOP PLATE, N FOR SIZE t SPACING 1/4 V I (TYP') SPLICE PER TS 4'x4' COLUMN, T5 4'x4' COLUMN, l+ -SIMP50N ITT3511.88 TJI PRG 350 UBC TABLE -q -- 2'x6' STUDS Al 16' O.G. - SEE PLAN �� SEE PLAN - SIMPSON ITT211.88 Q TJI PRO 150 23-II-B-1 JOIST TO BEAM CONNECTION JOIST TO 2x6 STUD WALL_ r2 - BEAM_ TO COLUMN CONNECTION END COLUMN_ TO BEAM CONNECTION 4 3/4" c 1'- Q)" File Name: 27d-s l.dwg 52.3 3/4' c V- Of File Name: 17d-st3.dwg V- 3/4" = 1'- 0" - --- File Name: 27d-s3.dwg 3/4' = 1'- O f - g 52.3 52.3 File Name: 27d-s4.dw 52.3 Edit Date- 01-06-03 (14!51:27) Edit Date: 03- 16-99 (15:53:44) Edit Dote: 01 -23-03 (11:2:.-71) Edit Date: 01--23-03 (10.47:04) w 1= (3) 14' J o MICROLAM , THRU BOLTS '� SIMP50N A34, EACH SIDE ei , (6) 3/4' 0 ? 1�, %�? I/? C � (6) AT HALL DOOR � 1 � � THRU BOLTS I 10d o 6' O.C. ; 18' �I14' PLATE DOUBLE TOP (TYP.) PLATE, NOTCH SIMPSON A34 WEE STIFFENER ; MICROLAM I I/4'xl 1/8' 'N' I/4 PLATE, TYP. _ -�-� � AS REQ'D. II-"1/8"-TJI PRO JOISTS, SEE PLAN FLOOR SHEATHING, SEE - WEB STIFFENER `; (2) If-1/8' C l2) II 1/8' BLOCKING AND FOR g1T_E t SPACING V I_ ` W - STRUCTU..A NOTES cv MICROLAM ° MICROLAM I �' DOUBLE TOP - ---- - - - - - - „L _ - PLATE, NOTGH ' I I/2' $. AS REQ'D. ,�- ---- I � M I I/2' C - TYP, MST 21 SPLICE -_- BEAr1, SEE PLAN 1 1/4'x11 1/8' 1----- 1_.c � 9 -- O 1/4' TIMBER5TRAND N --- J STRAP A5 REQ'D ✓ \- BLOCKING i COLUMN, SEE PLAN C I 1 \_. IF BEAM DEPTH fl � - II-1/8'-TJI PRO 150 JOISTS +1 16' 1 1/2' 1/4 PLATE, ? /2 2 /2 � EXCEEDS II 1/8' --2'x4' STUD WALL (2) ROWS OF i/2' a - - O.G. 2 - TYP. 11/2 1/2 -Z- cc BULTS ® 12' O.C. 6 1/2' 3 11,2' BEAM TO STUD WALL CONTINUOUS JOIST OVER BEAM, SEE PLAN SIMPSON ITT211B8 HANGERS TS 4'x4' COLUMN, ' -1/4' 1/4' I _ SEE PLAN C � ) � T � W 4 -�( COLUMN CONNECTION WALL CONNECTION TJI , O BEAM CONNECTION g BEAM T O COLUMN ° �' c 3/4 -• 1 ' � File Name: 1 7d-st3.dwy sz.3 3/4 _ 1 - @ File Nome: 17d-st3.dwg s2.3 3/4 .. 1'- OFile Nome: 1 7d-st3.dwg 92.3 I �i _ Edit Date: 03-16-99 (15:53:44) Edit Date: 03-16-99 (15:53:44) Edit Data: 03-16-99 (15:53:44) �` ) & HINGE CONNECTION 114 - �W - ��,� I/4 3/4" = I'- �" File Nome: 27d-s5,dwg �2.3 ,- -Ird� Lj IV 1/ C zQ f Edit Dote; 01-23-03 (t 1:18:22) _ cc � _ .-CONNECTION_ OVER BATHROOM DOOR CONNECTION AT HALL DOO - 1 1/4' T 1 G PLYWOOD (5) 13/d'xll 1/8' MIGROLAM _8_E AA M TO BEAM_ _CONNECTION I REF 12' -HANGER SIMPSON ITT 29.5 STRINGERS EQ. SPACE, 6 PREFOMED � HANGER INTERIOR (3) NOTCHED AT � 3/4" 1'- 0' File Name: 27d-s6.dwg 52,3 STAIR41��AD DASHED LINES Cdit Date: 04-22-03 (1s:a6:oa) _ I I/8'x 12' -- PREFORMED 3/4' FI-OOR SHEATHING, STAIR TREAD 2''x60' STUDS Q -� 1 SEE STRUCTURAL NOTES IOds 4' O.C.- I' - 3 1/2' TJI PRO 15016 =- li 1/8' TJI PRO JOISTS, 10d+� 4' O.C. - 3TUD5 tv Iro' O.C. JOISTS • I6' O.G. 1 -� 16dQ �' O.0--- SEE FL AN FOR SIZE t BLOCKING Q-- 1 I/4' T t G 1 1/4' T t G )Ode 4' O.G. SPAC.INc-s STRINGER SLOPE SIMPSON A34 z1b 1/2' TJI PRO 150 Ild NAILS Q 4' PLYWOOD 1 PLYWOOD 1 � 8'-6 I/16' - - JOISTS Q 16" O.G. II INTO BLOCKING - 1 DOUBLE I 1/4'x11 1 I I/4'x9 1/2� /8' � T Ir'IBERSTR4ND13/4'x11 7/5'- RIM J015T I STRINGER SLOPE 'fIMBERS7RAND (2) II 1/8' RIM J015T .:� II MICROLAM 8d 0 6' O.G._----�� =6.81=I I E ------ SEE SHEAR -- (4) 16d NAILS WALgSCH SCHEDULE HEAR 5IMP50N L50 +� L SIMPSON TRIO WALL SCHEDULE �-- SIMPSON 434, 0 EACH STUD. STUDS Q 16' O.C., FOR SHEATHING ra.81 EACH STRINGER FOR 51-4E4THING Q 2'-0' O.G. SEE PLAN c EACH ON L50ER 2'x6" STUDS Q -- \� DOUBLE 2'x6' S 1/2' TJI PRO 150 -� I - - STUDS Q 16' O.C. - SIMF''�ON TA10 SIMPSON ITT 29.5 16' O.G. 70P 7LATE5 WALL JOISTS Q 16' O.C. I (5) 1 3/4'x11 1 1/8' STRINGER HANGER SHEATHING, EQ, SPACE, INTERIOR (3) HEADER, Z W SEE SCHEDULE NOTCHED AT DASHED LINES SEE PLAN INTERIOR BEARING -� LANDING TO DOWNSTRINGER TO UP STRINGER TO _ o WALL CONNECTION 10 STRINGER TO WALL CONNECTION 11 WALL CONNECTION 12 _ LANDING CONNECTION 13 LANDING CONNECTION 14 w O co o " --- i i 3/4 c 1'- n File Name: 17d-st3.dwg 52.3 3/4u 1'- Odu F 52.3 ila Name: 17d.-sl3.dwg 3/4n a 1 - u File Name: 17d-st3.dwg 52.3 3/4. = 1i- 0�n file Name: 17d-st3A, 52.3 3/4. = 1 - Of File Name: 27d--sl4.dwg 52.3 Q Q W Edit Dote: 03-16-99 (15:53:44) Edit Date: 03-16-99 (15:53:44) Edit Date: 03-16-99 (15:53:44) Fdit Date: 03-16-P., (15:53 44) Edit Date: 01-43-03 (1^2a:te) w � Q oQ. . OC? i SIMPSON MST 37 STRAP "i � r] w (1 U) 16d NAILS ATTACHING W 4x4 OR 4x6,-- -- w., STRAP TO MEMBERS ABOVE Q R GVS AND HW F-LOOR F NOON C6 (� . ' MICROLAM BEAMcc to Q r 4"x4' POST -- --- 51MP50N BC4 SIMP60NMST 31 STRAP w/ (18) 1(od NAILS EA, SIDE OF SPLICE (2) 9 1/2 -- SIMP5ON HU412 HANGERS WEB STIFFENER MICROLAM, -`----1" I'l11 � `AQP - � BEYOND I�NI�I1A DRAWN HU5G46 BEYOND, W/ (12) 16d NAILS CHECKED j MPSON 434, ROC SI �- _ - (2) II-1/8 MICROL4M A�l DATE � E BIDE PROVIDE MI'.IMUM`7" �C�� > - SIMPSON N MIT211. 8-2 JAN. 29th, 2003 END DISTANCE $ �� O 8 --- -- , (4) 2x POSTS l (2) II-1/8' TJI PRO -SCALE EQUAL NUMBER OF 150 JOISTS 1 BEAM - SEE PLAN SPECIFIED NAIL BEARING WALL (2) II-1/8' ML DRAG STRUT AS NOTED - IN EACH END Tigard Sir 11365 JOB NO. NOTE: NOTCH PLYWOOD FLOOR AT 6UPzu 29 oaoso, s�200 -000a: OQ>-[��-X21 BEAM CONNECTION @ - 4x4 OR 4x6.----- INTERIOR APPLICATIONS AS REQUIRED l2) II 1/8' ML- - 51MP50N GLTV3.511 HANGER BEAM, SEE PLAN-- FOR STRAP KITCHEN HOOD SHEET UPPER LANDING 15 HO_LD_D_OWN STRAP AT FLOOR 16 BEAM_ CONNECTION__ 1; DRAG STRUT CONNECTION ;s OPENING CONNECTION � 3/4" = 1'- 0" File Name: 17d-st3.dw 52.3 _ g 52.3 3/4' = 1'- 0'* --- File Nome: 17d-st3.dwg 52.3 3/4" = 1'- m" File Name: 27d-s18.dwy 52.3 3/4" 1'_ Of -- -File Name; 27d-sls.dwg 9 52.3 � 1 1 - File Name: 279-d12.dw Edit Date: 03-16-99 (15:53:44) Edit Date: 01-15-03 (16:22:53) Edit Date: 03-16-99 (19:53.44) - Edit Date: 04-10-03 (17,1522) Edit Dale: 04-11-03 (13:59:11) OF SHEETS File Nome: X27p-523.dwg Edit Date: 04-23--03 (1148:35) IIIfIIIIIIIIIIIIIIIIIIIIIIIIII ; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ! IIIIIIIIIIIIIIIIIIII , III NOTICE: IF THE PRINT OR TYPE ON ANY I I V I IIIIII II IMAGE IS NOT AS CLEAR AS THIS NOTICE, I _ G 3 I + I 6 I $l IIIII IU I 11 I 12 ( � ► t > �' IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT j E 6z Sz Gz 9Z I z fiZ EZ z iz Uz 6 [ B [ t it 4 6i E1[ Zi I it ��i 116 118 11L 118 I 9 � lbEI J L t ��,II1IIII IIIIIIIIIIIII9IIIIIII(II IIIItIillllll IIIuIIII IIIIIIIIILlI1lILIIIIIiINIII i i 1 i i t t REVISIONS BY DOUBLE 2x4 TOP PLATE W/ MST 48 "SIONS PER BJH 1 STRAPS @ SPLICES W/ (23) 16d NAILS SIMPSON 10d @ 4" O.C. 5/8" APA RATED SHEATHING CITY PIAN CHECK 4-11-03 ON EA. SIDE OF SPLICE. - DOUBLE 2x4 TOP PLATE LSTA1 2 STRAP -` W/ 10d NAILS @ 6" O.C. SIMPSON A35 /v\� AT SUPPORTED EDGES 2x4 TOP PARAPET TRUSS MEMBER - 2x4 TOP PARAPET TRUSS MEMBER ONE PER PANE_ O.C. - - 5/8" A.P.A. RATED SHEATHING W/ 10d 22JI1 — - 5/8" A.P.A. RATED SHEATHING W/ 10d 10d ® 4" O.C. 10d @ 4 1 NAILS @ 6" O.C. AT SUPPORTED EDGES. NAILS @ 6" O.C. AT SUPPORTED EDGES. - PRE-ENGINEERED -- PRE-ENGINEERED 7/16' APA RATED SHEATHING 7/16" APA RATED SHEATHING PRE-ENGINEERED `RUBS BLOCKING TRUSSES @ 2'-0' O.C. TRUSSES ® 2'-0" Q.C, d �- DESIGNED TO TRANSFER 300 #/ft - W/ 8d NAILS @ 6" O.C. U.N.O, -y" W/ 8d NAILS ® 6' O.C. U.N.O. 6 _0, w FROM ROOF DIAPHRAGM TO DOUBLE TOP PLATE. SEE _ E ARCHITECTURAL _ ARCHITECTURAL it \ Wi SIMPSON A34 - = n�\ � SIMPSON .A35 I SIMPSON A35 � �� I - _lam/ I SIMPSON A35 W ONE PER PANEL. 1 » ! ONE PER PANE i.% w o r �� -�,. �\ ` SIMPSON A34N SIMPSON n w I / SIMSON S , SEE _ _ SEE __ l_ j LSTA12 STRA�,� ti GIRDER TRUSS SIMPSON A35 AT BLOCKING TO 0 ARCHITECTURAL - ARCHITECTURAL PLATE & TRUSS TO BLOCKING i °D c� S �'— Q R 4 DOUBLE 2x6 TOP PLATE W/ �- _ DOUBLE 2x6 TOP PLATE W/ SIMPSON LUP24 /-' ; PRE-ENGINEERED TRUSS BLOCKING PRE-ENGINEERED JACK SIMPSON MST 48 STRAPS ® SIMPSON MST 27 STRAPS ® TRUSS HANGER f` V x SPLICES W/ (23) 16d NAILS DESIGNED TO TRANSFER 300 #/FT• SPLICES W/ (15) 16d NAILS TRUSSES @ 2'-0 O.C. h _ _ 1- 5�-0"� W m r ON EA. SIDE OF SPLICE. OF SHEAR FROM ROOF DIAPHRAGM ON EA. SIDE OF SPLICE. -- �` TO DOUBLE TOP PLATE. \� PRE-ENGINEERED TRUSS BLOCKING ZPRE-EPJGINEERED TRUSSES W/ 2x6 PRE-ENGINEERED TRUSSES W/ 2x6 DF #2 2x6 STUDS DESIGNED TO TRANSFER 300 #/FT. U V OF SHEAR FROM ROOF DIAPHRAGM WEB BRACING ON WALI AND 2x6 WEB BRACING ON 2x6 WEB OF @ 16" O.C. UNO. �� TO DOUBLE TOP PLATE. FULL HEIGHT VERTICAL 'NEB @ 2'-0" TRUSS ON OPPOSITE SIDE OF WALL � (� i€ CARRYING TRUSS FRAMING IN FROM AND FULL HEIGHT 2x6 WEB ch DF #2 2x6 STUDS OPPOSITE DIRECTION 2x6 STUDS @ 12" O.C. W/ o @ 16" O.C. LINO. NOTE: DOUBLE 2x6 TOP PLATE �� `� " J N • CONNECT EACH BLOCKING PANEL SEE SHEAR WALL_ SCHEDULE - TO DOUBLE TOP PLATE W/ (2) FOR SHEATHING AND NAILING TRUSS BEARING ON WALL TRUSS BEARING ON WALL ( A35 CLIPS AT ,2" O.C. NOTE: NOTE: CONNECT EACH BLOCKING �� ALTERNATE DIRECTION OF PANEL TO DOUBLE TOP � AT NORTH_ AND SOUTHENDS AT EAST AND WEST WALLS R � � TRUSSES BEARING ON WALL PLATE W/ (2) A35 CLIPS AT � W �1 — 12„ O.C. 1 - 17�� O�� File Name: -/ - -- _ --� 27112_rt,dw g - s2.4 1 — 1 /2-0 = 1p- Opt - File Name: 27112r2.dwg - s2.4 TRUSS BEARING �-�-�� Edit Date: 04-11-03 (14:07:39) Edit Date: 04-11-03 (14.1252) ON INTERIOR WALL - R3 � � (P S2.4 14j , w NTS File Name: 271__r3.dwgo � , Edit Date: 04-22-03 (15:56:52) x N m " PRE-ENGINEERED - N TRUSSES ® 2'--0" O.C. ti�y� Q 'rn 5/8 APA RATED SHEATHING " 10d @ 4" O.C. v �' W/ 10d NAILS @ 6" O.C. 2x6 JOISTS @ 24" O.C. " APA RAT SHEATHING AT SUPPORTED EDGES 2x4 STUD @ 16" O.C. 5/8 ED SHEA NG DOUBLE STUDS ® EACH END r SIMPSON A34 ® 24" O.C. � 1 - Ilvl -2x4 BLOCKING W/ 10d NAILS @ 6' O.C. 7/16" APA RATED SHEATHING Ilnl 10d @ 6" O.C. 2x6 BLOCKING i SIMPSON A34 W/ 8d NAILS @ 6" O.C. AT ARCHITECTURAL NOTE: EDGE AND 12" O.C. FIELD GYPBOARD SHEATHING MUST CONTINUE 2x6 JOISTS @ 16d @ TO ROOF SHEATHING, PROVIDE NAILER f 24" O.C. - 7/16" APA RATED SHEATHING 2x4 STUDS @ 16' O.C. 4" O.C. 10d © 3" O.C. SLOPE 1/4 W/W/ 8d NAILS @ 6" O.C. AT 7/16 ' APA RATED SHEATHING SIMPSON MST27 STRAP @ EACH EDGE 12" O.C. FIELD W/ 8d NAILS @ 6" AT EDGE CORNER W/ (13) i5d NAILS INTO 5/8" APA RATED SHEATHING 2x4 @ 16" O.C. W/ 12" FIELD DOUBLE STUD ABOVE ROOF AND 16d @ 4" O.C. 2x4 DOUBLE TOP PLATE (13) 16d NAILS INTO DOUBLE I I BLOCKING BELOW ROOF, SIMPSON MST27 STRAP 2x8 LEDGER W/ (3) 16d 16d NAILS ® 6" O.C. -VERTICAL WEB OVER / f CONNECTING DOUBLE STUD NAILS INTO EACH STUD PANEL POINT TO BEARING WALL /r 16d NAILS @ 6" O.C. @ EACH CORNER TO DOUBLE 10d Cts 4" O.C. SIMPSON A34 ONE PER PANEL OCCUR @ WALL VERTICAL WEB W/ (13) 16d ----GYPBOARD SHEATHING �\ ^� N\-SIMPSON A35 SIMPSON A34 NAILS ABOVE AND BEI_'7JV 10d @ 4" O.C.--�-_`� RUUF `SHEATHING. Ji W/ 6d NAILS @ 7" O.C. GYPBOARD SHEATHING EACH 2x STUDS @ 16 O.C. W/ 5/8" APA RATED SHEATHING w/ 1 Qd SIDE W/ 6d NAILS ® 7" O.C. DOUBLE 2x TOP PLATE NAILS @ 6" @ UNSUPPORTED EDGES -(2) PLY GIRDER TRUSS DESINGED - A TO SUPPORT 125 #/FT. SNOW PRE-ENGINEERED • I PRE-ENGINEERED TRUSS BLOCKING LOAD AND 1 -/5 #/FT, DEAD LOAD � "TRUSS BLOCKING INTERIOR BEARING � // (PROVIDE DOUBLE BLOCKING IN FROM TOWER - IN ADDITION TO ELEVATOR ROOF � z �' 1 LAST BAY @ EACH END OF TOWER) ROOF LOADS CONNECT TO WALL (NON-SHEAR WALL) CR 1V@ EA. END w/ (2) A3s's PARALLEL L TO TRUSSES ___( R6 SIMPSON A34 ♦♦H��— X z -`- L� QNE PER PANEL v/ U. NTS File Nome: 22D-5.dwg f� SIMPSON A34 NTS File Norne: 271-r6.dwg �S2.� I SIMPSON A34 W rR f ONE PER PANEL TOWER T O GIRDER— Edit Date: O1-15-03 (1s:a1:27) �-- � 0 Q WEdit Dote: U8-03-00 (12:45,27) 1 — SIMPSON MST48 STRAP @ 1 CC SOUTH WALL, MST27 STRAP 1//41 TRUSS CONNECTION R5 'R@ EAST AND WEST WALL = -- - — -— � (1 V 2 O NTS File Name: 22D-5.dwg 52.4 PRE-ENGINEERED M Edit Date: 08-03-00 (12:45:27) TRUSSES @ 2'•-0" O.C. M fW 2x4 DOUBLE TOP PLATE �W SIMPSON A341 ?. ♦�RR GYPBOARD SHEATHING ONE PER PANEL �2x6 STUD WALL W/ �' W/ 6d NAiLS @ 7" O.C. 10d AT 4 O.C. 2x6 DOUBLE TOP PLATE SIMPSON SO A34 2x BLOCKING PRE-ENGINEERED �l - --- L0 " APA RATED ROOF TRUSS BEARING ON ELEVATOR M °" TRUSSES @ 2'-0 U.C. - 5/8 2x4 @ 48 O.C. .� !� I SHEATHING W/ 10d NAILS @ SHAFT WALL WITH m �- TOWER WALL TO _ 10d @ 4 O.C,� 6' O.C. AT SUPPORTED EDGES EXTERIOR WALL CONNECTIONrR1 _ ELEVATOR ROOF RAISED R7 DOUBLE 2x4 TOP PLATE O 1 '-----USE SIMPSON LSTA 9 - � -- '- - -- - SIMPSON A34 STRAPS AT SPLICES W 4 52 4 2x STUDS �` S2.4 / ( ) NTS File Nar.ie: 271_r10.dwq � 2x DOUBLE TOP PLATE NTS File Name: 271_r7,dwg DRAWN ONE PER PANEL 10d NAILS EACH SIDE OF Edit Dave: 04-1 1-03 (14:26.27) @ 16 C.C. Edit Dote: 04-11 -03 (14:24:11) 2x sruDs ® 16" TJM SPLICE � ----- - -- - ----- 7/16" APA RATED SHEATHING - O.C. (DF #2) CHECKED WITH 8d NAILS AT 6" AND nn �2x STUDS @ 16" O.C. 1`__--GYPBOARD NAILED W/ _ _ -GYPBOARD SHEATHING Roc 12" O.C. "I - - --- - ---- -- ---- -- --- 6d NAILS @ 7" O.C. W/ 6d NAILS @ 7" O.C. JAN. 2 DATE t3CALE RUSTS TO WALL WALL PARALLEL WALL PARALLEL AS NOTED - 108 NO. CONNECTION AT TOWER Rg` TO ROOFS TRUSSES R 1 1 a TO ROOF TRUSSES R 1 1 b --00-°R1--121 1 1/2" 1 ' O" File Nome: 27112-r9.dwy 52.4 NTS_._— ---- File Name: 22D-5.dwg S2.4 NTS File Name: 22D-5.dwy ----` 52.4 Edit Date: 04-11-03 {14:08:38) Edit Date: OF,-03-00 (12:45:27) Edit Date: 08-03-00 (12:45:27) Tioard Str. 11365 N:1F'2003.00050, MEC200; :.004: S2w4 30 of 51L. File Name: X27p-S24.(Jwg OF SHEETS Edit Dote: 04-23-03 (11:48:55) NOTICE: IF THE PRINT OR TYPE ON ANY 1-firprIIIIIIII III ) IIII IIII !! ll ! IIII ! � I III ! I !I ! I ! !II III ! Jil ! j !IIIIIIIII IIIIIII IIII ! � I IIIII � � II ! II 1 ! � ! ILII IIIIII III III VIII I IIIII �I III III III I� I I II ! III � � III � I ! ILII II r t� IMAGE IS NOT AS CL-AR AS THIS NOTICE, �._ . ! .-1� - �i I -I-31 I -_I 4L- I. _ JI L_ --- � - - -!- --81 ,.)----�---- �1 - -� - �UI- - I l l - J 1�� 1 I I 1 !T IS DUE TO THE QUALITY OF THE No 36 �-- ORIGINAL DOCUMENT r1312 8z ! Z 9� �z fiZ EZ ' ti Tz >G 8I BT LT 9I 4TJ11,11 y�11�� ill llj III��iIII►�� ►��►�� ►��.�►►III�►�I�� I��u<<>�1��►1 �« � � 1T I ►il ROVIOION15 Or RFMOC PER BJH a � CITY PIAN CHECK � 4-I1-03 5/8" APA RATED SHEATHINGPRE-ENGINEERED GIRDER TRUSS DESIGNED- W/ 1 O NAILS ® 6" O.C. 10d AT 4" O.C. FOR 160#/ft PARTITION LOAD ON FULL VE=RIFY w/ TRU58 MFR. � )\, AT SUPPORTED EDGES SIM. SON LISTA 9 STRAP i//16" APA RATED LENGTH OR 1900#/ft LOAD ON 5'-0" SHEATHING W/ 8d LENGTH ANYWHERE ON SPAN A MAX = 1 .5" ' - SIMPSON A34 - TYP. - - NAILS AT 6" AND 12" OF (4) OrR PANEL •. O.C. EXTERIOR FACE 2x4 STUDS AT 16 - 10d 0 3 ' , O.C.- - _ O.C. DOUBLE STUDS y OVER CORNERS OF 16d ® 6 O.C. ' - " TOWER 10d ® 4" O.C. 2x4 PLATE --SIMPSON A34 ONE PER I I 1 I I 1 1 , `i; PANEL -PRE ENGINEERED PRE-ENGINEERED TRUSS - - �} TRUSSES ® 2'-0" O.C. BLOCKING PANELS ® 4'- 0" MAX O.C. CAPABLE OF TRANSFERRING f -SIMPSON MST 27 250# LOAD FROM S wi' BOTTOMO HORDT 0 TOP CHORD I _ STRAPS 0 CORNERS OF TOWER t CONNECTING DOUBLE SIMPSON A34 ;. ; �a rIMPSON A34 BLOCKING TO I w o ONE PER PANEL + PRE ENGINEERED TRUSS DOUBLE STUD U.N.O, I" . ,r -- BLOCKING TO TRANSFER l ^ -__ 2x8 MINIMUM BOTTOM CHORD 300#/PT. FROM ROOF ch SHEATHING TO STUD WALL � o M ----- -- -- PREENGINEERED TRUSS --_ 00 BLOCKING W/ DOUBLE BLOCK I °S SHALLOW PRE-ENGINEERED , .} AT CORNERS. TRUSSES @ 2'-0" O.C. ;y,j SItN A34 3. STUDS AT 16" / O.C. DOUBLE STUDS I I U " M1 ONEL OVER CORNERS OF I I 1 4 - 4 s TOWER _-- 11 GYPBOARD SHEATHING HATCHED AREAS INDICATE IBJ- W/ 6d NAILS @ 7 O.C. _ _ _ _ -COORDINATE LENGTH, SPACING (, EXTENTS OF TRUSS BEARING NOTE: PROVIDE GIRDER R 1 6a AND DIAMETER OF BOLTS w/ 'M i AND LOCATIONS TRUSS, .BLOCKING AND TRUSS MANUFACTURER & O Q STAGE CURTAIN LINE S2,5 PARTITION MANUFACTURERa: 2 I/4' J cti 8 '° ADDED WEB ON DEEP "" ` _ �I ./j. i TRUSS CARRYING _- NORTH TOWER WALL SHALLOW TRUSS WIDTH-� TO MATCH WALL BELOW TO ROOF CONNECTION R14 HEAD DETAIL FOR PARTITION R16 _ 52.5 " _ " File Name: 27112_r16.dw S2.5 W 1� 5=0'_ DEEP PRE-ENGINEERED NTS File Name 271_r14.dwg 1 — 1 �2 1 6 9 (� -/ TRUSSES ® 2'-0" 0 �V1wvV-v-� Edit Date: 04-1 1-03 (14:35:56) Edit Date: 01-21-03 (17:52-14) SIMPSON A34 r \ __�2x6 DOUBLE TOP PLATE/ NOTE: - - 2x6 STUDS AT 16" 0. PROVIDE (2) SIMPSON A34 i - 1/2 1 1/2" „ NCONNECTORS AT 12'O.C. SCONNECTING EACH BLOCKING rj.( VERIFY w/ 1 I/?_” 1 1/2 •PANEL TO THE DOUBLE TOP ROSS MF 2 2 Ca Z riPLATE - --- - — _I e., m DEEP TRUSS CARRYING - 1/4.. TMP SHALLOW TRUSS ON BRG WALL R12 1/4" PL. R N NTS File Name: 271-r12.dwg S2.5 (2) 3/4" DIA \ Edit Date: 04-11 --03 (14:27:01) FHRU BOLTS : I N - - l A 1'•` ��-TRUSS MULTI-PLY PROVIDE 2x10 BOTTOM CHORD VERTICAL WEB IN GIRDER TRUSS O RECEIVE TRU SESL 3x3 /-- x1 4 -(2) 3/4" DIA THRU BOLTS SIMPSON HVC26-2 TYP. 1 112" -------- THREADED STUDS SIZED BY PARTITION - - l MFR -- SEE MFR'S REQUIREMENTS FOR �— SPACING OF CLAMP ASSEMBLY ALONG LENGTH OF TRUSS (4' -0" MAX.) V Z W HEAD DETAIL FOR PARTITION R16a � - ---- tL cc � S 2.5= 1 - Q File Name: 27112-r16a.dwg ' , r coCco0Z W (n n Edit Date: 01-21-03 (17:52:321 0 "�S VERIFY DIMENSIONS WITH 0 MECHANICAL CONTRACTOR 0 W I•- cr 14go MINIMUM W < Q O MECHANICAL UNIT CURB O VI Z BLOCKING W/ WEB #12 SCREWS AT 6" O.C. Q. j F- STIFFENERS EACH ILL DOUBLE 2x6 AT SIDE. --�� Uj OPENING PERIMETER SIMPSON A 35 EACH END — -- - L2x2x3/16" ANGLED 2x6 MIN. TOP AT 45' oo CHORDS � a � ~ 1/8'. SEAT ANGLES Q - 0 1 1/8r`� TO HOOD m r NOTE: -- A � DRAWN �.-� CONNECT ALL (3) BASE /� "� 1 WOOD I JOIST ANGLES TO MOUNT TJM SEE PLAN _ SEAT ANGLE L2x2x3/16 x2 CHECKED SIMPSON LUS28 CORNER OF ) ANGLES W/ 3/8' DIA, PRE-ENGINEERED SIMPSON A34 (TYP) 2x BLOCKING TO MATCH SIMPSON L.US28 WEB STIFFENERS KIICHEN 1 BOLTS. CONNECT ANGLE TRUSS TOP RSG / TOP CHORD DIMENSIONS ----- --EACH SIDE HOOD TYP. L2x2x3/16"x6" TO WOOD I JOISTS AND CHORD � DATE GIRDER TRUSS W/ OF (8) / SEAT ANGLE � BLOCKING W/ (3)#12 OF TRUSS JAN. 29th, 2003 VERTICAL 2.00 WEB SCREWS SCALE CARRYING INTERRUPTED r4 __ _ S NOTED TRUSS JOB NO. MECHANICAL OPENING AT KITCHEN HOOD ROOF TOP MECHANICAL mm-° 112 8HEET KITCHEN HOOD R17 TO FLOOR CONNECTION R18 TO FRAMING CONNECTION ------� Tiqard Str. 11385 NTS _—_____ —__ .__ ____�___. File Name: 271_r17.dwg 52.5 - -- ---- -- - -- - File Name: 271_r18.dwg S2_5 - - -�— - ----- File Name: 271-r19,dwq 52.5 NTS NTS BUP2003-00050, MEC2003-0C,a:: S2u5 Edit Date: 01-27-03 (11:0814) Edit Date: 04-22-03 (15:59:39) Fdit Dale: 04-22-03 (16:01;55) 31 of 53. File Name: X27p--S25.dwg OF SHEETS Edit Date: 04--23-03 (11:49:16) NOTICE' IF THE PRINT OR TYPE ON ANY rl r III III III III III III III III ill I I I I I I I I III ! I 1111 I! I I III I L I I I III III III III i 11 III Ili I i Ili 1 1 1 111 III III III III V I I I III Ili ill ill i 1 1' 1 11 1 1 1 1 III III I I l l I III 1 I I I I I III III I I I I III I III I I I �oI 1111 I 1�' ; J-c IMAGE IS NOT AS CLEAR AS THIS N01 ICE, l 3 Ivo 5 I - -- -- -_�1--------- 2I Jl -- 4� - _ �I - -- -6�- --• - --!_L------ - -gl _--- �1---- --- _ -L- - - --- �------ ---� , IT IS DUE TO THE QUALITY OF THE _ No 36 ORIGINAL DOCUMENT £ 8Z 8Z 7Z III' I 8It IG� t (t 5t Ali It It �8 G A illl � llIII1T IIIIIIIIIT �4 I Tib W�£II;IIIII�I�IIJ 91Z Z I6Zll I► ti11IIOIIIllll6liliIIIII►JILIJill! II '111I111lll ►111IILIIII9IIIIll6IIL1Z111111l. Ilil £1Tti1iII�IIr�iN��IIi� } - � PLUMBINGGEND �"•�°"° °Y PLUMBING AND PIPING ABBREVIATIONS LE �t�UE PER B. —_ C0I"�IMENT5 4-18-03 E) EXISTING CWR CONDENSER WATER RETURN HWC DOMESTIC HOT VATER RECIRC PLBG PLUMBING V VENT/VOLT SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1F FUTURE CWS CONDENSER WATER SUPPLY HWR HEATING WATER RETURN POC POINT OF CONNECT N VA VALVE N NEW CX CONNECT TO EXISTING HWS HEATING WAFER SUPPLY PRV PRESSURE REDUCIN„ ;AI VE VAC VACUUM SS- — SANITARY SEWER --- PRESSURE REDUCING 'VALVE D� DEPTH PSF POUNDS PER SQUARE FOOT VEL VELOCITY L) LENGTH DBL DOUBLE IA INSTRUMENT AIR PSI POUNDS PER SQUARE INCH VENT VENTILATION ---CW DOMESTIC COLD WATER '� PRESSURE REGULATOR W) WIDTH DCBP DOUBLE CHECK BACKFLOW ID INSIDE DIAMETER PVC POLYVINYL CHLORIDE VERT VERTICAL HW - DOMESIIC HOT WATER ---i aa F----- BALL VALVE ® AT PREVENTOR IDW INDIRECT WASTE PW POTABLE WATER VIF VERIFY IN FIELD T DIAMETER/PHASE DEG DEGREE IE INVERT ELEVATION VOL VOLUME -- - -—V— — — —— WASTE VENT GATE VALVE L ANGLE DET DETAIL IN INCH RISER VRV VACUUM RELIEF VALVE # NUMBER/POUND DIM DIMENSION IND INDIRECT RADIUS VTR VENT THRU ROOF NG NATURAL GASAGA RATED NATURAL GAS VALVE -- DISCH DISCHARGE INSUL INSULATION RD ROOF DRAIN ---RDL ROOF DRAIN LEADER UNION 11 ABV ABOVE DN DOWN INT INTERIOR RDL ROOF DRAIN LEADER -, ACOUST ACOUSTICAL DSN DOWNSPOUT NOZZLE W WEST WASTE - --^DL OVERFLOW DRAIN LEADER HOSE BIBB RE: REFERENCE WEST/ WASTE AMERICAN DISABILITIES ACT DSP DRY STAND PIP[ J-BOX JUNCTION BOX REFG REFRIGERATION/REFRIGERANT W/ WITH ADJ ADJUSTABLE DWG DRAWING JST JOIST REINF REINFORCE W/0 WITHOUT i REDUCED PRESSURE BACKFLOW AS;Y. AFC ABOVE FINISHED CEILING REL RELOCATE WC WATER CLOSET/WATER COLUMN AFF ABOVE FINISH FLOOR E EAST KW KILOWATT REM REMOVE WCO WALL CLEANOUT DIRECTION OF FLOW DOUBLE CHECK ASSEMBLY AFS ABOVE FINISH SLAB EA EACH KWH KILOWATT HOUR REOD REQUIRED WH WATERHEATER ALT ALTERNATE EFF EFFICIENCY RET RETURN WP WATERPROOF - REDUCER 3 PIPE CAP ALUM ALUMINUM EL ELEVATION LAV LAVATORY RFLD REFLECTED WPD WATER PRESSURE DROP PIPE DROP ---� FLOOR DRAIN (ROUND OR SQUARE) ANSI AMERICAN NATIONAL ELEC ELECTRICAL LBS POUNDS RIO ROUGH IN ONLY WT WEIGHT C STANDARDS INSTITUTE EME.RG EMERGENCY LF LINEAL FEET/FOOT RD REVERSE OSMOSIS FLOOR SINK w APPROX APPROXIMATE ENCL ENCLOSED/ENCLOSURE LPC LOW PRESSURE CONDENSATE RPBP REDUCED PRESSURE PIPE DROP E ARCH ARCHITECTURAL EO ECUAL LPG LIQUEFIED PETROLEUM GAS - CHECK VALVE .J ASHRAE AMERICAN SOCIETY OF HEATING, EQUIP EQUIPMENT LPS LOW PRESSURE STEAM RPM REVOLUTIONSORPER MINUTE PIPE RISE -n� PIPE RISE BUTTERFLY VALVE p ,�y REFRIGERATING, AND AIR EWC ELECiRr WATER COOLER ►` CONDITIONING ENGINEERS EXH EXHAUST MAT MATERIAL SOUTH VENT THRU ROOF - • OVERFLOW DRAIN /'"� Go MAX m ASTM AMERICAN SOCIETY OF EXIST EXISTING MAX MAXIMUM §CHED SCHEDULE ® `J p m MC MECHANICAL CONTRACTOR - WALL CLEAN-OUT ROOF DRAIN ao TESTING MATT RIALS EXP EXPANSION SD STORM DRAIN I I--�- _ AUTO AUTOMATIC EXT EXTERIOR MECH MECHANICAL SECT SECTION o N 3 AUX AUXI,_IARY SF SQUARE FEET FLOOR CLEAN-OUT � MEZZ MEZZANINE _-0 � POINT OF CONNECTION TO EXISTING 3 MFG MANUFACTURERU L BFI- BELOW FINISH FLOOR F FIRE SERVICE MIN MINIMUM SHT SHEET GRADE CLEAN-OUT SIM SIMILAR W 5 U_ BFS BELOW FINISH SLAB FA FIRE ALARM MISC MISCELLANEOUS SMACNA SHEET METAL AND _ .. BG BELOW GRADE ICO FLOOR CLEANOUT MO MOTOR OPERATED AIR CONDITIONING �— c BLDG BUILDING FD FLOOR DRAIN MPC MEDIUM PRESSURE CONDENSATE = w MPS MEDIUM PRESSURE STEAM CONTRACTORS NATIONAL W BM BEAM FDC FIRE DEPARTMENT CONN. ASSOCIATION MANUAL m BOP BOTTOM OF PIPE FH FIRE HYDRANT MSG MANUFACTURED STANDARD GAUGE SOV SHUT OFF VALVE 1n BOS BOTTOM OF STEEL FIN FINISH MTD MOUNTED SPEC SPECIFICATION O BOT BOTTOM FLASH FLASHING MTG MOUNTING SO SQUARE Q z I BRD BOARD FI R FLOORING) MTL METAL SS SANITARY SEWER co BTU BRITISH THERMAL UNIT FPM FEET PER MINUTE n- Co FRPF FIREPROOF N NORTH SST STAINLESS S STEEL J CA COMPRESSED AIR FS FLOOR SINK STD STANDARD STL STEEL z / N A NOT APPLICABLE CAP CAPACITY FT FEET FOOT NC NORMALLY CLOSED o 0 / STRUCT STRUCTURAL CB CATCH BASIN FURR FURRING NEC NATIONAL ELECTRIC CODE ;UP SUPPLY a I CD CONDENSAIF DRAIN FUT FUTURE NEPA NATIONAL FIRE o SUSP SUSPENDED CDA CLEAN C^Y AIR PROTECTION ASSOCIATION SYS SYSTEM W CF CUBIC FEET GA GAUGE OR GAGE NG NATURAL GAS CFF CAP FOR FUTURE GALV GALVANIZED NIC NOT IN CONTRACT TEMP TEMPERATURE/TEMPERED/ CHWR CHILLED WATER RETURN GC GENERAL CONTRACTOR NO NORMAILY GPEN TEMPORARY CHINS CHILLED WATER SUPPLY GCO GRADE CLEANOUT NOM NOMINAL TOD TOP OF DRAIN \��,�ND PRO eo GREASE WASTE NPW NON POTABLE WATER S CI CAST IRON GW TOS TOP OF STEEL n CL CLNTERLINE NTS NOT TO SCALE IPW TEMPERED POTABLE WATER �,�\ � 3 5 4 CLG CEILING HB HOSE BIB NUM NUMBER TWR TEMPERED WATER RETURN CLK CAULKING) HCP HANDICAP OC ON CENTER TWS TEMPERED WATER SUPPLY 4 CLR CLEAR HD HEAP TYP TYPICAL CNT CENTER HDWR HARDWARE OD OUTSIDE DIAMETER CO CLEANOUT HGR HOT GLYCOL RETURN ODL OVERFLOW DRAIN LEADER UBC UNIFORM BUILDING CODE COL COLUMN HGS HOT GLYCOL SUPPLY OH OVERHEAD UFC UNIFORM FIRE CODE OREGON CONC CONCRETE HPC HIGH PRESSURE CONDENSATE OS&Y OUTSIDE STEM & YOKE UL UNITED LABORATORY MA.6 P� COND CONDENSATE HPS HIGH PRESSURE STEAM OZ OUNCE UMC UNIFORM MECHANICAL CODE F�fN T.BA \ CONN CONNECTION HORIZ HORIZONTAL UNFIN UNFINISHED CONST CONSTRUCTION HT HEIGHT P/T PRESSURE/TEMPERATURE UNO UNLESS NOTED OTHERWISE CONT CONTINUOUS/CONTINUATION HTC HEATING PHWR POTABLE HOT WATER RETURN UPC UNIFORM PLUMBING CODE CONTR CONTRACTOR HVAC HEATING, VENTILATING AND PHWS POTABLE HOT WATER SUPPLY U URINAL COTG CLEAN OUT 10 GRADE AIR CONDITIONING PIV POST INDICATOR VALVE ; CTC CENTER TO CENTER HW DOMESTIC HOT WATER N n CW DOMESTIC COLD WATER CW/ COORDINATE WITH NOTE: ALL ABBREVIATIONS LISTED ABOVE MAY NOT APPEAR ON THESE DOCUMENTS. 1 V z w u) LL Z w O o w wQQ 0 _joaz w F- o w � . � a � F- c LO a. m Q DRAWN CHECKED TRT DATE Jul 31, 2002 SCALE A5 NOTED ,im No. CC-URL -127 SFE" Pogo Tiqa d Str. 11365 BL-Pi,003-00050, MEC2003-001.+4: 32.o! 53- STETS NOTICE: IF THE PRINT OR TYPE_ ON ANYII f I I I I I I I I I I I I I I I I I I I IIIII I IIIIIII IIIII ( I I I I I I I I' l (l l l l l II I l l l l l f IIIII I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIII I I I I I I I I I I I I I I I I I ! I I IIIII III I f l l l l I I I I III IIIIIII III III IIIIIII J IMAGE IS NOT AS CLEAR AS THIS NOTICE, L -L ll-----I--- -- L- - l_ - - I 4L--- I- l- I 6L I -- 7� - - I gL----I- L L--101. - - 11� ----I 1�J `J � 13 ,�C�O IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT �E 6Z QZ F11111111191111111111, TZOZ 8IGtet4 �b �S 1[ zt tt I o�t S I 119I �9 �� I E Z I Tt 711111 I I (III ►� I I I (III �III��I�II!I I►��I�► II��III►I ��►l►►lll►►��I��III► ��I��lllllllill Il�ll�llll►1L111111J1L1111111�11�.111 U_Ill(lJ��►�Il�llll IIIIIIIIIII ►III Illillll► II�II�►�III,III I III�III �Iill�� 1 II II s 1.1 SCOPE OF WORK 1.6 SUBMITTAL DATA 2.d PIPE JOINT8 U. STEEL SHAPES: ASTM A�-36. D. CLOSE ENDS OF PIPE IMMEDIAIFLY AFTER INSTALLATION. LEAVE CLOSURE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPI E f10N OF THE INSTALLATION. A, SUBMIT FOR REVIEW ALL ATTACHMENTS TO STRUCi,_2E ARCHITECTURAL ACCESS A. FLANGED P'F PROVIDE WELD NECK FLANGES WITH 1/8" GASKETS SUITABLE FOR E BEAM CLAMPS: B-LINE 8751 WITH 8153 SWIVEL NUT ARE TO BE USED FOR A. PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS THAT ARE REQUIRED TO PROVIDE A LESS THAN 300 LB LOADS. E. EACH PIPING SYSTEM SHAT-_ BE THOROUGHLY FLUSHED ,AND PROVEN CLEAN. COMPLETE INSTALLATION AS INDICATED ON THE DRAWINGS AND IN THE PANELS, ALL FIXTURES AND PIECES OF EQUIPMENT TO BE INSTALLED ON THE JOB. APPLICATION,- BOLTS, WASHERS AND NUTS SHALL BE CADMIUM PLATED, OR ZINC Fil1A810N`! my SPECIFICATIONS INCLUDING THAT REASONABLY INFERRED BY INDUSTRY STANDARDS SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED T VALVES AND PIPE LINE CHROMATE. F. PENETRATIONS AND ESCUTCHEONS: PROVIDE ESCUTCHEON PLATES THAT ARE NEAT, F INSTALL PIPING AT COILS, SO THAT EQUIPMENT CAN BE REMOVED AND/OR R ;SUE P R C Y R.B. FOR PROPER EXECUTION OF WORK IN THIS DIVISION ACCESSORIES AND INSULATION. PROVIDE ALL REQUIRED SUBMITTAL DATA IN SECURELY ATTACHED WHERE WORK OF THIS SECTION PENETRATES WALLS OR COMPLETE SETS, BOUND AND INDEXED BY CATEGORY USE, ETC. CLEARLY IDENTIFY B. SCREWED METALLIC PIPE: APPLY RECTORSEAL N0. 5 LUBRIClNT OR PERMACEL, RIGID, SERVICED WITH A MINIMUM OF PIPE DISLOCATION. PROVIDE UNIONS AT ALL COI'11�1ENTS 4-IS-03 " EACH ITEM IN THE SUBMITTAL FOR INSTALLATION INTO THE PROJECT, PROVIDE A P-412 112" WIDE WHITE TEFLON PIPE JOINT SEALANT TAPL 1TO MALE PIPE OTHER SURFACES. PROVIDE STAINLESS STEEL OR CHROME PLATED BRASS. COILS FOR EASE OF REMOVAL., B. PROVIDE CARPENTRY, MASONRY, CONCRETE AND METAL WORK REQUIRED FOR WORK COPY OF THE REVIEWED SUBMITTALS FOR OWNERS 0&M MANUAL. / OF THIS SECTION. THREADS WHEN MAKING UP JOINTS. G. SEISMIC: PROVIDE SEISMIC RESTRAINT AS REQUIRED PER UBC. G. SERVICE SHUT--OFF VALVES SHALL BE INSTALLED ON EACH BRANCH OFF ALL 1.7 SUBhiIITTALS USE 95/5 LEA FREE SILVER SOLDER AND WATER SOLUBLE FLUX. PIPING MAINS. C. COORDINATE WORK DONE TO ACCOMMODATE REQUIREMENTS OF THIS DIVISION TO C. SOLDERED; U� Q.9 PIPE INSULATION ENSURE ADEQUACY OF SPACE AND PROPER LOCATION, WHETHER OR NOT WORK IS JOINTS SHALL CONFORM 0 ASTM B828. H. CUT PIPING ACCURATELY TO JOB MEASUREMENTS AND INSTALL IT WITHOUT UNDER THIS DIVISION. A. PREPARE SEVEN (7) COPIES FOR All EQUIPMENT AND MATERIALS. SUBMIT TO D. BRALD: USE BCUP PHOS-COPPER BRAZING ALLOY. JOINTS SHALL CONFORM TO A. PIPES SHALL BE INSTALLED WITH PRE FORMED FIBERGLASS PIPE INSULATION WITH SPRINGING OR FORCING, TRUE TO LINE AND GRADE, GENERALLY SQUARE WITH D. PROTIDE ARCHITECT FOR RE'viEW AND DISTRIBUTION.CUTTING AND PATCHING AS REQUIRED FOR EXECUTION OF WORK ANSI B2.2. ALL SERVICE JACKET. VALVES AND FITTINGS SHALL BE INSULATED WITH FIBERGLASS BUILDING AND ADEQUATELY SUPPORTED TO PREVENT SAGGING OR UNDUE PERFORMED UNDER THIS SECTION AND NOT PROVIDED UNDER OTHER SECTIONS. BATT THAT IS COVERED WITH PLASTIC OR CLOTH COVERS. SEAL ALL JOINTS VAPOR STRESS ON PIPE, FITTINGS AND ACCESSORIES. -� E 304 STAINLESS STEEL BAND AND CLAMP WITH NEOPRENE SLEEVE PER TIGHT. 1.8 WvflKMANSHIP AND MATERIAL$ E. HUBLESS: I. INSTALL DIELECTRIC UNIONS AT POINTS OF CONNECTION BETWEEN DISSIMILAR E. ANY DAMAGE THAT OCCURS DUE TO WORK OF THIS DIVISION CAUSED BN' LEAKS, CISPI STANDARD 301 CLAMP-AL L, TY; ER OR HUSKY STANDARD CISPI COUPLINGS. B. PROVIDE ALUMINUM JACKET OVER ALL OUT-DOOR INSULATED PIPING, SEAL WATER MATERIALS. BREAK, DISCHARGE OF NORMAL WORK OF CONTRACT, INADVERTENT ACTS, ETC., ARE A. EMPLOY ONLY EXPERIENCED, COMPETENT AND PROPERLY EQUIPPED PERSONNEL ON TIGHT. THE RESPONSIBILITY OF THIS CONTRACTOR, J. PROVIDE UNIONS OR FLANGES AT ALL CONNECTIONS TO EQUIPMENT, ON BOTH SHALL BE REPAIRED OR REPLACED WITH LIKE MATERIAL TO THE SATISFACTION OF 7HE JOB, THE OWNER AND/OR OWNER'S REPRESENTATIVE. REPAIRS OR REPLACEMENT WORK 1. STEEL PIPE: 300 LB. BRONZE TO IRON GROUND JOINT. C. THICKNESSES SHALL BE AS FOLLOWS: SIDES MAINTENANCE AND EASY REMOVAL. OF CONTROL VALVES AND ELSEWHERE AS REQUIRED TO FACILITATE SHALL BE DONE BY CRAFTSMEN SKILLED IN THE TRADE OF THE WORK INVOLVED 6. PROVIDE HIGH QUALITY WORKMANSHIP IN INSTALLATION OF EQUIPMENT AND 2. COPPER TUBING: BRONZE SWEAT UNIONS WITH COPPER TO IPS ADAPTERS. AND SHALL BF APPROVED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE, MATERIALS. 1. DOMESTIC HOT AND COLD WATER- AND /1" AND SMALLER-1/2" THICKK PROVIDE CHROME PLATED ESCUTCHEONS FOR PIPING PENETRATIONS THROUGH DAMAGE CAUSED SHALL. INCLUDE BUT NOT BE LIMITED TO UTILITIES OR OTHER ITEMS C. USE ONLY NEW MATERIALS IN PERFECT CONDITION, INSPECT ALL MATERIALS UPON G. SOLVENT: SOLVENT WELD PER MANUFACTURERS INSTRUCTIONS. CONFORM TO WALLS, FLOORS OR CEILINGS THAT ARE EXPOSED TO VIEW. ARRANGE PIPING WHICH ARE TO REMAIN J USE. ARRIVAL AT JOB SITE AND IMMEDIATELY REMOVE DEFECTIVE ITEMS FROM THE SITE. ATSM D2564. 2" THRU 4"-1" THICK AND HANGERS TO ALLOW FOR EXPANSION, CONTRACTION AND STRUCTURAL F. VALVES AND TRIM NOT SPECIFICALLY INDICATED, BUT REQUIRED FOR PROPER 2• DRAIN BODY AND HORIZONTAL (WITHIN JOISTS SPACES) - RAINWATER PIPING SETTLEMENT. FUNCTIONING OF EQUIPMENT, SHALL BE FURNISHED AND INSTALLED BY THE TRADE 2.7 VALVES + IN PIP4 8PEClALnU 1/2" THICK. L. MAKE CHANGES IN SIZE OR DIRECTION WITH MANUFACTURED FITTINGS. o INSTALLING THE EQUIPMENT, 1.9 INSPECTION A. PROVIDE ISOLATION VALVES AT EACH BRANCH FROM MAIN DISTRIBUTION OIv ALL M. INSTALL PIPING FULL_ SIZE THROUGH SHUT-OFF VALVES, BALANCING VALVES, co L L G. CONTRACTOR SHALL NOT PERFORM ANY WORK THAT HE EXPECTS ADDITIONAL A. WORK MAY BE INSPECTED AT ANY TIME BY THE OWNER OR HIS REPRESENTATIVE. PAYMENT FOR, WITHOUT WRITTEN PRIOR APPROVAL FROM THE ARCHITECT. WORK COVERED OR CONCEALED BEFORE BEING INSPECTED AND APPROVED SHALL BE PIPING SYSTEMS. LOCATE I_E. 2.10 ARCI�ITECTURAL ACCESS PANELS AND DOORS ETC. E VALVES AS CLOSE TO MAIN AS POSSIBLE. L OPENED AND UNCOVERED UPON REQUEST. N. 0 ct � B. INSTALL ALL VALVES SO THEIR STEMS ARE LOCATED ABOVE HORIZONTAL PLANE OF , CORE DRILLING: PROVIDE ALL EQUIPMENT, LABOR AND MATERIAL FOR CORE O° c? m A. WHERE REQUIRED: WHEREVER A PIECE OF EQUIPMENT IS INACCESSIBLE AND O THE PIPE IN WHICH THEY ARE. INSTALLED. IN GENERAL, LOCATE VALVES IN DRILLING HOLES WHERE PIPING PENETRATES EXISTING CONCRETE WALLS OR 1� s co REQUIRES ACCESS FOR MAINTENANCE, REPAIR OR ADJUSTMENT, r a Q 3 1.10 OPERATION AND MAINTENANCE MANUAL IN$�Ur'TIONS• ACCESSIBLE LOCATIONS WITH ADEQUATE CLEARANCE AROUND HAND WHEELS OR FLOORS. DRILL HOLES 1" LARGER THAN U.D. OF PIPE. PROTECT ALL m N ; 1.2 FRO-MCTION STORAGE-AND �� LEVERS FOR EASY OPERATION. B. SIZE: SIZE IS DEPENDENT UPON THE RELATIONSHIP OF THE DOOR TO THE SLR°��UNDING AREAS FROM DAMAGE BY WATER OR DUST WHILE CORE x ; A. PREPARE TWO 2 COPIES FOR ALL EQUIPMENT INCLUDING THE FINAL DRILLING. WHERE PIPES PASS THROUGH SLEEVES OR CORE DRILLED HOLES, V � Q ( ) PRODUCT BEING SERVICED. THEREFORE, THE SIZE OF THE DOOR SHALL BE U- A. COORDINATE WITH OWNER NECESSARY STORAGE AND SHOP AREAS AT THE SITE FOR AIR/WATER BALANCE REPORT. C. PROVIDE ALL VAi_VES AND STRAINERS, FULL PIPE SIZE UNLESS INDICATED SELECTED TO PROVIDE CONVENIENT ACCESS TO ITS CONTENTS. PROVIDE BACKER ROD AND FILL OUTER 1/2" DEPTH OF THE ANNULAR SPACE '- W p SAFE AND PROPER STORAGE AND USE OF TOOLS AND MATERIALS IN OWNER OTHERWISE. WITH SEALER. v APPROVED LOCATIONS WHICH DO NOT INTERFERE WITH THE WORK, RESTORE 1.11 SITE C%L-EAN-UF 3., C. FRAME: THE FRAME SHALL BE FLUSH MOUNTED AND SHALL BE SUITABLE FOR THE L" r AREA(S) TO ORIGINAL CONDITION Al COMPLETION OF PROJECT. D. RENEWABLE PARTS, INCLUDING DISCS, PACKING AND SEALS SHALL BE OF TYPES BUILDING SURFACE IN WHICH IT IS BEING MOUNTED, PROVIDE FURRING AROUND 3.5 NE O IPM INSTALLATION REREM S w :p-- o A. AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED, .,LEAN ALL EXPOSED PIPING, _,�1,E_ RAL __ U ENT N U (� � DUCTWORK, FIXTURES, EQUIPMENT AND SUPPORTS. TOUCH UP PAINT, ON ANY RECOMMENDED BY VALVE MANUFACTURER FOR INTENDED SERVICE. INSTALL AL.L THE DOOR FRAME AS DIRECTED WHERE THERE IS INSUFFICIENT DEPTH TO ALLOW A P U B. PROTECT EQUIPMENT AND MATERIALS FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT VALVES SO THEIR STEMS ARE LOCATED ABOVE HORIZONTAL PLANE OF THE PIPE. FLUSH MOUNTED FRAME AND DOOR. O M m AND THE ELEMENTS, FROM THE TIME THEY ARE SHIPPED BY THE MANUFACTURER TO EQUIPMENT SCRAPED, SCRATCHED OR DAMAGED DURING CONSTRIICTION, A. POSITION EQUIPMENT TO RESULT IN GOOD APPEARANCE. PROVIDE EASY Q THE TIME THE BUILDING IS ACCEPTED BY THE OWNER. E. FOR GENERAL USE VALVES PLUMBING AND HVAC): Z c B. LEAVE ALL AREAS INVOLVING MECHANICAL WORK IN A CONDITION SATISFACTORY TO ( ) D. DOOR: STEEL OR STAINLESS STEEL AS INDICATED HEREIN; AND OF SUFFICIENT ACCESS TO ALL COMPONENTS FOR MAINTENANCE AND ADEQUATE SPACE FOR THE OWNER. REMOVE ALL CRATES, CARDBOARD, PACKING MATERIAL, WASTE GAUGE TO PREVENT PERMANENT DEFLECTION FROM NORMAL USE. TUBE REMOVAL OR OTHER REPAIRS. INSTALL THE PIPING AND PIPE LINE a N gn C. ARRANGE DELIVERY OF PRODUCTS IN TIMELY FASHION TO COORDINATE WITH WORK IN 1. BALL FULL_ PORT THROUGH .3" : WATTS FBVS-1 SERIES. ACCESSORIES SO THEY DO NOT INTERFERE WITH EQUIPMENT ACCESS, PROGRESS. STORAGE SPACE ON SITE MAY BE LIMITED. MATERIAL, AND OTHER DEBRIS LEFT OVER FROM CONSTRUCTION. ( " ) 2. GATE (THROUGH 4 ): WATTS WGV-1 SERIES. E. HINGES: THE DOOR SHALL HAVE A MINIMUM OF TWO SWING OUT TYPE HINGES INSTALL EQUIPMENT ISOLATION VALVES IN SUCH A MANNER TO ALLOW " w D. DELIVER PRODUCTS IN THE MANUFACTURER'S ORIGINAL PACKAGING WITH IDENTIFYING WHICH ALLOW THE DOOR TO BE OPENED 180 DEGREES; QUANTITY AS REQUIRED COMPLETE MAINTENANCE AND DISASSEMBLY OF EQUIPMENT WITHOUT HAVING p0 PART 2 -- PRODUCTS z GAS (THROUGH I"): WATTS GBV SERIES. m 4, F THROUGH 2" : WATTS GLV SERIES. TO SUIT DOUR HEIGHT, TO REMOVE EQUIPMENT ISOLATION VALVES. v- CIL a LABELS INTACT AND LEGIBLE. LEGIBLY IDENTIFY UNITS OR ITEMS AS TO GLOB_ ) INSTALLATION LOCATION AND/OR DRAWING DESIGNATIONS TO PERMIT CHECK BY 2.1 SPECIFIC MANUF CTU AND MODEL 5. CHECK THROUGH 3"): WATTS WCV-2 SERIES. F. LOCK: SCREW DRIVER LOCK, QUANTITY AS REQUIRED TO SUIT DOOR HEIGHT AND 3.6 CLEARM w ! OWNER'S REPRESENTATIVE AGAINST APPROVED MATERIAL LIST AND SHOP DRAWINGS. 6. STRA!JER (THROUGH 2"): WATTS S777SI SERIES. WIDTH. A. TRADE NAMES ARE USED TO ESTABLISH STANDARDS, SIMILAR PRODUCTS FROM 7. BALANCE (THROUGH 3"): WATTS CSM-61-M1 SERIES. A. FLUSH PIPES FREE FROM FOREIGN SUBSTANCES BEFORE INSTALLING VALVES, STOPS E. IMMEDIATELY UPON DELIVERY INSPECT SHIPMENT(S), INCLUDING OWNER FURNISHED OTHER MANUFACTURERS MAY BE SUBSTITUTED AFTER SUBMITTAL IS REVIEWED BY 8. BUTTERFLY (3" & LARGER) G. FIRE RATED DOORS: PROVIDE WHEN LOCATED IN FIRE RATED SURFACES. OR MAKING FINAL CONNECTIONS. FURNISH AND INSTALL VALVED CONNECTIONS TO ITEMS, '10 ASSURE THAT PRODUCTS ARE UNDAMAGED AND IN ACCORDANCE WITH THE ENGINEER. PIPING SYSTEMS TO FACILITATE FLUSHING, OTHER THAN FOR EQUIPMENT DEQ PROFZ. SPECIFICATION REQUIREMENTS. SHOULD THE PRODUCT BE DAMAGED OR NOT IN F. WATER HAMMER ARRESTER: SUUIX CHIEF, PPP, SMITH. H. FURNISH DOORS TO SUBCONTRACTORS FOR INSTALLATION AND COORDINATE CONNECTIONS. WHEN FLUSHING PIPING SYSTEMS, CIRCULATE WATER AT A VELOCITY \c��' NGINEF `r�0� COMPLIANC, WITH REQUIREMENTS, IMMEDIATELY REPAIR AS DIRECTED Gk APPROVED, B. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL CHANGES DUE LOCATIONS. OF 8 FPS TO THOROUGHLY FLUSH THE PIPING SYSTEM ELIMINATING THE FOREIGN 5 4 OR ORDER REPLACEMENT AT NO INCREASE IN CONTRACT SUM. TO SUBSTITUTIONS OR ALTERNATES TO THE DESIGN DF.AWINGS. 1 INSTALL PER MANUFA7URERS SIZING CRITERIA. SUBSTANCES. CLEAN ALL PIPING AND EQUIPMENT BEFORE INSTALLATION AS Of � 3 � AREAS OF COORDINATION CONCERN INCLUDE BUTNOT LIMITED TO; I. MANUFACTURER: CESCO OR EQUAL. ACCEPTED BY THE OWNER. REMOVE ANY PIECE OF EQUIPMENT (COILS, ETC.) F. REPLACE LOST OR DAMAGED MATERIALS AND EQUIPMENT AT NO INCREASE IN DIMENSIONS, STRUCTURAL IMPACTS, ELECTICAL CHARICTERISTICS, ETC... THIS 2. PROVIDE ACCESS PANELS AS NEEDED. WHICH MAY GET DAMAGED AS A RESULT OF INADEQUATE OR IMPROPER FLUSHING. CONTRACT SUM, CONTRACTOR WILL BE RESPONSIBLE FOR ANY INCREASE IN PROJECT COST OR J. LOCATION: INSTALL LOOPS AT END OF LINE OR AT RUN OUTS TO EQUIPMENT TO ENABLE IMPACT TO SHEDULE DUE TO THESE SUBSTITUTIONS, FLUSHING OR BLOWDOWN ACTIVITIES. OREGON ALTERNATE MANUFACTURERS: APOLLO, RED & WHITE, MILWAUKEE, NIBCO, TY PINI Sj�,MAY 21,1` l ARMSTRONG, AND B&G. PE vEN T.13IN 1.3 FEES AND PERMITS 2.2 U.L. LABEL 2.8 DRYWALL STYLE "DW" BAKED ENAMEL PIPE HANOERS AND SUPPORTS PRIME COAT 3'7 TEST A, SECURE AND PAY FEELS FOR PERMITS, LICENSES, INSPECTIONS AND ROYALTIES A. FURNISH UL LABELED AND LISTED MATERIALS AND EQUIPMENT EXCEPT WHEN REQUIRED FOR WORK OF THIS DIVISION. EQUIPMENT IS OF A TYPE FOR WHICH LABELING OR LISTING SERVICES ARE NOT A. DESIGN CRITERIA: CERAMIC TILE STYLE "M" STAINLESS STEEL A. PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO PERFORM AVAILABLE FROM UL STAIN ESQ TESTS. ALL TESTS SHALL BE PER UPC. 1 ALL PIPE WILL BE SUPPORTED WITH MANUFACTURED PIPE SUPPORTS AND 1.4 REGULATIONS AND STANDARDS SHALL BE IN ACCORDANCE WITi1 THF PIEQUIREMENTS OF THE FOLLOWING: B. PROTECT VALVES .AND EQUIPMENT FROM DAMAGE DURING TESTS. INCLUDE hh 2.3 FINISHF_S�►ND PAINTING A MSS SP-58 PIPE HANGERS ANG SUPPORTS - MATERIALS, DESIGN, AND FIRE RATED SURFACES FIRE RATED BAKED ENAMEL CONNECTION TO PREVIOUSLY TESTED SECTIONS, IF THE SYSTEMS ARE TESTED v O ACCESS DOOR PRIME COAT IN SECTIONS. PROTECT OWNER'S EQUIPMENT AND MECHANICAL SYSTEMS AS lo A. WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE RULES AND MANUFACTURER, (B) MSS SP-69 PIPE HANGERS AND SUPPORTS - REGULATIONS OF THE LATEST ADOPTED EDITION, INCLUDING ALL ELEMENTS OF THE A. PROVIDE ALL. EQUIPMENT WITH A FACTORY FINISH. TOUCH UP ANY CHIPS OR SELECTION AND APPLICATION, (C) MSS SP-89 PIPE HANGERS .AND REQUIRED. FOLLOWING: SCR,,PES THAT MAY OCCUR DURING HANDLING OR INSTALLATION. SUPPORTS - FABRICATION AND INSTALLATION PRACTICE, D ASME 831,1 K. PENETRATIONS PER ARCHITECTURAL DRAWINGS, PROVIDE UL LISTED FIRE � ( ) C. FINAL TESTING TO BE DONE ON COMPLETE SYSTEMS, NOT SEGMENTS. 1. UNIFORM BUILDING CODE (UBC) 2.4 GENERAL PIPE MATERIALS AND 831.9. PENETRATION ASSEMBLIES AND CAULKING WHERE REQUIRED. 2. UNIFORM MECHANICAL CODE (UMC) A. NATURAL GAS: STEEL: BLACK OR GALVANIZED CONFORMING TO ASTM B. GENERAL: PART 3 - EXECUTION 3.8 BALANCING AND ADJUSTING;, SPECIFICATIONS A-53A. PIPE SIZE 2 1/2" AND LARGER SHALL BE &,HEDULE 40. UNIFORM PLUMBING CODE UPC ASTM A-120 IS ALLOWED FOR THREADED PIPE 2" AND SMALLER. 1. USE SUPERSIRUT, B-LINE, GRINNELL, PHD, OR TOLCO HANGERS, SUPPORTS 3• (UPC) AND STRUCTURAL ATTACHMENTS. 3.1 COORDINATION A. ADJUST ALL BALANCING VALVES, HOT WATER THERt`;OSTATS, FLOW AND B. WATER: COPPER: SEAMLESS TYPE K OR L, HARD DRAWN, CONFORMING TO PRESSURE REGULATORS %ND ANY OTHER ADJUSTABLE EQUIPMENT FOR 4. UNIFORM FIRE CODE (UFC) ASTM SPECIFICATION B-88. 2. SUPPORT ALL PIPE LINES INDIVIDUALLY WITH HANGERS, EACH BRANCH HAVING A. CUTTING AND REPAIRING: INCLUDE IN THE WORK ALL CUTTING AND REPAIRING OPTIMUM PERFORMANCE AND TO SUIT JOB CONDITIONS. AT LEAST ONE HANGER. NECESSARY AND REQUIRED FOR THE INSTALLATION. REPAIRING SHALL RE 5. ANY OTHER APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, AND B. ADJUST ALL PIPING BALANCE VALVES TO FLOW INDICATED GPM AS NOTED ON REGULATIONS. C. INDIRECT WASTE: CAPPER: SEAMLESS TYPE M, HARD DRAWN CONFORMING TO PERFORMED BY WORKMEN SKILLED IN THE TRADE INVOLVED, IN A MANNER ASTM SPECIFICATION B-88. 3. SUPPORT ALL PIPING SO THAT IT IS FIRMLY HELD IN PLACE BY APPROVED DRAWINGS, PLUS OR MINUS 10%. HANGERS AND SUPPORTS AND SPECIAL HANGERS AS REQUIRED. SATISFACTORY TO THE OWNER. D. SANITARY WASTE VENT: CAST IRON: SERVICE WEIGHT HUBLESS CAST IRON SOIL B. COORDINATION WITH OTHER DIVISIONS: COORDINATE ELECTRICAL AND CONTROL C. SUBMIT COMPLETE BALANCE REPORT TO ARCHITECT AND ENGINEER. LIST ALL B. DO NOT CONSTRUE ANYTHING IN THESE DRAWINGS AND SPECIFICATIONS TO PERMIT PER CAST IRON SOIL PIPE INSTITUTE STANDARD 301. HOT COAL TAR PITCH 4. SIZE HANGERS PROPERLY TO FIT AROUND BARE PIPE OR INSULATION AS EQUIPMENT & FLOWS. PROVIDE REVIEWED REPORT TO OWNER IN O&M WORK NOT CONFORMING TO THESE REQUIREMENTS. THE REGULATIONS SHALL REQUIRED, INSULATION SHALL BE CONTINUOUS USE INSULATION SHEILDS AT INTERLOCKS OF MECHANICAL EQUIPMENT WITH THE ELECTRICAL DIVISION. MANUAL. W GOVERN WHERE THEY REQUIRE HIGHER STANDARDS OR ARE IN CONFLICT WITH THE COATING INSIDE AND OUT. w HANGERS. DRAWINGS AND SPECIFICATIONS. CONSIDER RULINGS AND INTERPRETATIONS OF THE Z E. RAINWATER: CAST IRON: SERVICE WEIGHT HUBLESS CAST IRON SOIL PER CAST IRON 5 3.2 STRUCTURAL MODIFICATION 3.9 START-UP SERVIDF$ DRAWINGS AND SPECIFICATIONS SHOWING WORK EXCEEDING MINIMUM CODE SOIL PIPE INSTITUTE STANDARD 301. HOT COAL TAR PITCH COATING INSIDE AND SPACE HANGERS OR SUPPORTS FOR HORIZONTAL WITH THE MAXIMUM (� u- �-- ENFORCING AGENCIES AS PART OF THESE SPECIFICATIONS. COMPLY WITH THE REQUIREMENTS. OUT. DISTANCE BETWEEN HANGERS AS FOLLOWS OR AS SHOWN ON DRAWINGS. UJ 0 W O t A. DO NOT CUT STRUCTURAL_ MEMBERS, WITHOUT PERMISSION FROM ARCHITECT. A. CONTRACTOR SITALI. ALLOT A MINIMUM OF 2 HOURS FOR START UP SERVICES. A. COPPER 2" AND SMALLER -6'-0" START AND OPERATE ALL SYSTEMS AS REQUIRED BY THE OWNER. IN.--iRUCT Z 0 w C. PROVIDE ALL WORK REQUIRED BY THE GOVERNING AUTHORITY, EVEN IF IT IS NOT F. NATURAL GAS AND WATER PIPE WRAPPING: WRAP PIPE BURIED IN GROUND WITH 8, STEEL 1" AND SMALLER - 6'-0" OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTEN/NCE OF O W " " THE SYSTEMS AND EQUIPMENT. F- cr INDICATED ON DRAWINGS OR IN THE SPECIFICATIONS. SCOICHWR,AP" OR EQUAL. WRAP STRAIGHT RUNS WITH .010" THICK TAPE DOUBLY C. COPPER 2 1/2" AND LARGER - 10'-0" 3.3 WOR KNANS IP w Q < SPIRALLY APPLIED IN HALF-LAP LAYERS. PRE-WRAP ALL JOINTS, VALVES, AND D. STEEL 1 1/4" " AND LARGER - 10'-0" --"J U Z_ O SIMILAR IRREGULAR SURFACES WITH .010" THICK TAPE. E. CAST IRON SUIT_ - LOCATE HANGERS WITHIN 18" OF EACHO A, WORKMANSHIP SHALL BE FIRST CLASS THROUGHOUT, PERFORMED ONLY BY 3.10 OPERATING AND MAINTENANCE INSTRUCTIONSCQ-tM MANU�1� � 1.5 DRAIIVINGB AND �;^E^IFI(:AT10N8 JOINT AT A MAXIMUM 8'-0" SEPARATION BETWEEN W 0 COMPETENT AND EXPERIENCED WORKMEN IN A MANNER SATISFACTORY TO THE 2.5 PIPE_ FITTINGS HANGERS. OWNER. REPLACE WORK FALLING BELOW THESE STANDARDS AS DIRECTED BY THE A. PREPARE TWO (2) COPIES FOR ALL EQUIPMENT INCLUDING THE FINAL w 2 A. CONSIDER ALL DRAWINGS AND THES_ SPECIFICATIONS AS A WHOLE AND PROVIDE A. WELDED: PIPING 2 1/2" AND LARGER SHALL HAVE BUTT WELDED STEEL FITTINGS. OWNER. CONSTANT SUPERVISION OF THE WORK EITHER BY THE CONTRACTOR OR AIR/WATER BALANCE REPORT, �.. ~ 30 WORK OF THIS SECTION AS SHOWI`; ANYWHERE THEREIN. DRAWINGS INCLUDE ALL 6. SUPPORT VERTICAL PIPING AT EVERY STORY. COPPER PIPING SUPPORTS HIS COMPETENT REPRESENTATIVE SHALL BE MAINTAINED. ARCHITECTURAL, STRUC i URAL, CIVIL, AND ELECTRICAL DRAWINGS. PRINTS MUST BE B. THREADED: PIPING 2" AND SMALLER SHALL HAVE AAR CLASS 300 MALLEABLE IRON SHALL NOT EXCEED 10 FEET, Q U) REVIEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE ACCURACY OF FOR UNIONS AND CLASS 1 MALLEABLE IRON FOR ALL OTHER FITTINGS. MATERIAL 3.11 W_� R��►_ THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY 7. DO NOT USE WIRE, PLUMBER'S TAPE OR OTHER MAKESHIFT DEVICES FOR 3.4 GENERALF1 REQUIREMENTS L EFFORT HAS BEEN MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT COVERED SHALL CORRESPOND TO ASTM SPECIFICATION A-197, GALVANIZED OR BLACK TO BY THESE SPECIFICATIONS AND WORK OF OTHER TRADES, IT IS THE RESPONSIBILITY MATCH PIPE. HANGERS. A. THE CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF NNE YEAR A. ALL PIPING SHALL BE CONCEALED UNLk_SS SPECIFICALLY INDICATED OR FROM THE DAZE OF COMPLE110N. THIS INCLUDES WORKMANSHIP, MATERIALS, OF THE CONTRACTOR TO COORDINATE EXACT REQUIREMENTS GOVERNED BY ACTUAL_ C. SOLDERED: WROUGHT CO°PER CONFORMING TO ANSI SPECIFICATION B16.22 OR 8. NO VALVE, PIECE OF PIPE, OR PIECE OF EQUIPMENT SHALL BE USED TO DIRECTED OTHERWISE. INSTALL PIPING PARALLEL TO BUILDING SURFACES AND EQUIPMENT. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS AND JOB CONDITIONS. CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES WITH A MINIMUM OF FITTINGS. I r CAST BRASS CONFORMING TO ANSI SPECIFICATIONS 816.18 SPECIFICALLY DESIGNED SUPPORT THE WEIGHT OF ANY PIPE. EQUIPMENT TO CORRECT ANY FAULTY INSTALLATIONS AND WORKMANSHIP, m BEFORE SUBMITTING BID OP, FABRICATING WORK. FOR SOLDERING. 9. PROVIDE A SUPPORT OR HANGER CLOSE TO EACH CHANGE OF DIRECTION IN B. INS-ALL ALL GRAVITY LINES 3" AND SMALLER AT 2% SLOPE MINIMUM, 4" AND B. THE OWNER IS RESPONSIBLE FOR ROUTINE MAINTENANCE AND CARE. D. BRAZED: WROUGHT COPPER CONFORMING TO ANSI SPECIFICATION B16.22 THE PIPE, EITHER HORIZONTAL OR VERTICAL. L RGER AT 2% SLOPE OP AS NOTED ON THE DRAWINGS, ; SPECIFICALLY DESIGNED FOR BRAZING. 10. SUPPORT ROOF TOP PIPING A MINIMUM OF 6" ABOVE ROOF SURFACE USING C. PRLPARE ALL PIPING TRENCHES AND BACKFILL PER RECOGNIZED, WRITTEN DRAWN E. CAST IRON SOIL: SERVICE WEIGHT HUBLESS PER CISPI STANDARD 301. HOT COAL EITHER MANUFACTURED PIPING SUPPORTS OR 4x6x12 REDWOOD BLOCKS WITH INDLSTRY STANDARDS. TAR PITCH COATING INSIDE AND OUT. "U" STRAPS. QMCKGD C. MATERIALS: DATE Jul 1,1 _002 1. GENERAL PIPING: INDIVIDUAL SUSPENDED PIPING - HANGERS AS SCHEDULED SCS BELOW, COMPLETE WITH THREADED ROD. SUPERSTRUT OR B-LINE. A-0, NOTED PIPE SIZE HANGER MINIMUM ROD SIZE JOIE 140' 00-G' -�L -12� 1/2" TO 2" SUPERSTRUI C-711 1/4" 111111IMEET 2. -1/2" TO 3" SUPERSTRUT C-711 3/8" 4" 10 6" SUPERSTRUT C-710 1/2." PON 1 Tigard Str. 11365 BUP2003-00050, MEC'2003-6004. 33 of 53. cw OHM NOTICE: IF THE PRINT OR TYPE ON ANY II 141 II IT II 1 10 11, IMAGE IS NOT AS CLEAR ASTHIS NOTICE, IT IS DUE TO THE QUALITY OF 1 HE _ "°�e ORIGINAL DOCUMENT 8 IBZ 8Z GrZ t4l 9ZOi8TGi 19T 9T ibl tiT I.T Tlt i 8 �S I L I 9 91' £ Z T�ylI I �� 1 I I � I 1 �I I I Illlllllll III!,IIIIIIIIIIIIIIIIIIIIIW illlll. IIlIIl1111ll11llWllllillll ll 11ll1111LIIIIII�NIIII I I IIIIIIIII IIILllll I,II IIII�IIII�IIII.IIII Ill�llll�llilllllllll►111111 III 1111I�I 111111, ►.IIIIIII�IIIIIII I.I► III II �I� III�IIiI III i11�1 1111 I I I 111►1111 IIT1li i REVIeIONS my r, RE i 5 5 U E A (_77 R.5 rG!"'"^CNTS 4-IS-03 GENERAL NOTES: KEY NOTES: 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE 4" RDL FROM ABOVE, EXTEND 5'-0" FROM BUILDING AND CONNECT JOB, ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS TO SITE CIVIL. CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE O 4" SS, SEE CIVIL DRAWINGS FOR MORE INFORMATION 1 4 TO COORDINATE THE LOCATIONS OF EQUIPMENT & PIPING, IT IS THE I _ 7 RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT r� N 1 REQUIREMENTS GOVERNED ANYACTUAL JOB CON ITIO0 E SUBMITTING ALL O 2" SS UP, SEE SHEET P1.2 FOR CONTINUATION. �Q-1 t DSN-1 I DS INFORMATION AND REPODISCREPANCIES " „ _ -1 BID OR FABRICATING AND INSTALLING WORK. 04 2" V UP, SEE SHEET P1.2 FOR CONTINUATION. ..s.,www..Rv..+wawa.sr....+w•.wr..wrw...wr.....,«ram:.."..+rw:"ar.°.n••,.,..nw:...n.r..,"r..nwn.. w v.r..rw-.:•.�rrrvwrx..,.+rw..ws..suMr.nwgr.r.: I _...... _. _. ......__..._..-......__....__ __-. . ..__.... _...... ._ ...._......_._�....___.___._�________ _______ .___......_........w...-.. .._......__. �__._.. .,_. 2 FOR CONTINUATION. 3" WCQ_1 2) INFORMATION REGARDING THE SIZE AND LOCATION OF EXISTING 5 RD AND OFD LINES UP. SEE SHEET 1, I P _.-- . - _- UTILITIES IS BASED ON OUR UNDERSTANDING OF THE EXISTING 5 I F -98 5 5 SYSTEMS. THERE ARE NO AS-BUILTOR VERIFIED DESIGN DRAWINGS fi�� 06 OWNER PROVIDED FIXTURE. COORDINATE WITH KITCHEN EQUIPMENT l SUPPLIER/OWNER FOR FINAL REQUIREMENTS. _- AVAILABLE. ALL EXISTING CONDITIONS S THAT COULD AFFECT THIS i %r•INQ i INSTALLATION SHALL BE VERIFIED BY THIS CONTRACTOR PRIOR TO r_ j BEGINNING NEW WORK. W E 0 U 1tococoLo ' O 00 1w - N e" Q ..-� a ALS. A }� [F ALL ' co 5TAQF �'-- d N ; 0 C\ d9 c o ; i W U_ .. i ; .-• �C = W� o U t� � � F.F. ELEVATION■ 100.0' CD M m � �o ' , 4 Co m J u`► 1 I W GCL Z r � � - �t�'p PROfFS \�1�aG I N EF Si0 3" W -1 _ I.__._ _J - �c� 3 5 4 9 or t 3 VTR 3" F�-1. BT-1— 2" V OREGON 4� A —Q19� 4" F -1 J ` , ! 11E QM 44 z�,A P� I.L.- 98.6' i � � 43 ',.f= E T.g 2.. V 4" Ss ( 2" v 3 1 !L,Cw 1. " V) I w, 2 V CHAPEL j 3" E_0-1 -I-- - I � . S� I , .. 3" ED-1j„ SS—\r3„ SS I jl I 3r'I P 4" WCO-1 4" DGCO-1 \, a J� 4" FCO-1 I.E. 97 50' c ��`� I I 3" l I.E. 98.5' 4GW 4" SS \\ 3" VI `'... SH-1 4" SS iI x• OTHREE COMP ' _. I1� { c. 1 �) SINK 3" FS-1 / ' F 0 --2" SS HAND SINK1 � —— _ / 0 -� -PREP SINKn6 I.E. 97.253 SS -.1._ - .._. .... �-••-,_ _ _ •- _ _ —.._ I' �_{ I•:.,:.. '".._- W 4" VTR 3" FS-1 SLOPE= 1/4" PER/FT 7 -- W 47 C4�� 2" w -1 EWC_1 1-1/2" V I 1-1/2" V 1-1/2" V 3" VTR /� 0 or 2" SS '--4" WCO-1 !I r 21~ 42-�1~�� 2 WCO-_1 .. ..ti`� 7 3" v f 2" SS _. II a j2 V O 2 FD-1 ! 1�1A�F3YiFN 1 i I I I ,_ �._ �_ J p (� ? -� CL 2" Sc' 4" 55' i I EiQUK ') �3 ';> .;F. I Z% I �hSoe I 2" V I D-1 _t4 " ,,,,, � mow. .4' SS. `" `� IIt�� .`�.�, I II? SF I � �y�� Fl)-1 2" SS. ._ .__-»- I � W 2 ..,,0-1 SH-1 F -1 W - 5 I 5 "`�� - I4" SS " _ I " _ C 2 1 '} I 4" L SH-1rAfR 4 W 1 L — —q�\, 4SS wc_� w_�SS DSN_1 GCO-1 I �� I l� GCO-1 DSN-1 4 SS U I 4 SS 2" V " f 4 4" SS 4" DGCO-12" V' - 4 DGCO 1 1 I 1 1 = LO I.E. 9 6.0 4 " SLOPE= 1/4' PER/FT J. I.E. - 97.25 (� 1 1.F. 95 63' 4" SS 4 S` 4" SSo -- ^ J P2.1 2 P2.1 DRAWN (*ECKED DATE Jul SCALE A�� N0TELC a im NO. CRL - 1 � U_ NDERFLOOH WASTE AND VENT SET SCALE: 1/8" 1'--0" NORTH PIRO TiUard Str 11365 PU?2003-00050, NEC200'-V,"o•1: OF STs 34 of 52.. I NOTR,E: IF THE PRINT OR I-YPE ON ANY I!_I I III Ili ill V I I I I III V I I I I ' III III III V I I I ! III III III III I (I I I III III III IIIIIII III III ; I 14I I I � I -I1 - I -L �I+ l ITCIMAGE IS 140T AS CLEAR AS THIS NOTICE, ► ( l �� i IT IS DUE TO THE QUALITY OF THE ORIGINAL_ DOCUMENT (YE 8Z 8fZ GZ 9Z �Z fiZ �Z 171 i1Z8I L l9 9 ib I Ib I► IIIill IIIIIIII!Illlhlll1illl�lill�lllll►IIIIIII(il' VIII►III ►IIIIili611111111-iilllllil�Il'1111II�II I IIIialIlllii( II;i llll�l��1►�►►lllll�llll�►llllll►l►I;�i 1111111111W111llIi11111Lilllll� ►Iii►Nll III► IIIIIIIII IIII�I II►III�I III►Iil�ll�l�llll l 11 I►►I ► III III + I� .I ' FIEVUMONIS SY REIME PRG "r B KEY NOTES' COMMENTS 4-IS-(D3 GENERAL NOTES' 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE Ol 1" CW & 1" HW FROM ABOVE, SEE SHEET P1.2 FOR CONTINUATION. JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICAT!'ONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE C2� 1-1/4" NG UP EXTERIOR OF RUII DING SUPPORT OFF WALL. SEE { TO COORDINATEOF THO CATIONS OF EQUIPMENT NATEPIING , IT BUILDING. EXACT IS THE SHEET P1.2 FOR CONTINUATION. PAINT TO MATCH EXTERIOR OF CONTRA1 �.. REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS, CHECK ALL O 3/4" HW & 3/4-CW UP, SEE SHEET P1.2 FOR CONTINUATION. INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING BID OR FAERICATING AND INSTALLING WORK. O WH-1 ABOVE, SEE GHEE P1.2 FOR -- i ,„ .. ..... ..... .........,........... yy"IY -•N. r,...... .."1s.AFw'i..Y..hp e.'�+1.p:.�M.ht.-rIM.."tN.M�1"#V:�1F�. •'vrnHltar.sMMO:..vl-�sat..:•f.M:'s."Mrn:......_. ....r.b—.A':n4+utra ._....._.. _ c�.wA:.+M".wY...Y.•1..hi "w.Yl=wsf.�rh:Vi..�Yt.:Owa"....MYY.bt..'.«ssp•aps.11..�i.a� I.te.M IIl 1 4 1—112 " CW UP T E1 SHEET 2) INFORMATION REGARDING THE SIZE AND LOCATION OF EXISTING CONTINUATION. ' UTILITIES IS BASED ON OUR UNDERSTANDING OF THE EXISTING 10 ;1 SYSTEMS. THERE ARE NO AS-BUILT OR VERIFIED DESIGN DRAWINGS 1' CW, I" HW & 112" HWC FROA ABOVE, SEE SHEET P1,2 FOR CONTINUATION. AVAILABLE. ALL EXISTING CONDITIONS THAT COULD AFFECT THIS i` Q- INSTALLATION SHALL BE VERIFIED BY THIS CONTRACTOR PRIOR TO ...- ..-__! - �� - '�'�+� F_ 3/4" CW & 3/4" HW FROM ABOVE, SEE SHEET P1,2 FOR - - BEGINNING NEW WORK. I, ;r+3 5,F. � CONTINUATION. 'iI O 3/4" CW, 3/4" HW '� 3/4" HWC FROM ABOVE, SEE SHEET P1.2 ,i i�:... _.__....a... ... ._.._ :m.....�:i FOR CONTINUATION. MEDIUM PRESSURE (2 PSI) METER PROVIDED BY LOCAL GAS E i PURVEYOR. SERVICE SIZED FOR 2349 MBH AT 200 EQUIVALENT 0 ! FEET, ! Co I OWNER PROVIDED EQUIPMENT, PROVIDE MBH SHOWN. COORDINATE �� CIO WITH KITCHEN EQUIPMENT SUPPLIER/OWNER FOR EXACT O w N REQUIREMENTS. = ao DINING HALLI Mc> F. �•'�.' � 9 , STAGE �— C R 1/2" CW & 1/2" HW FROM ABOVE, SEE SHEET P1.2 FOR F— n 3 �,�.T•• FL FI CONTINUATION. w. U cw j 1NOT USED. b m O1 �_ m 1 12 OWNER PROVIDED EQUIPMENT. 0 13 INCOMING WATER PRESSURE ® 100 LBS. SET PRV TO 50 LBS. V c F.F. ELEVATION= 100.0' O Q M c ago o { , < cv m _j N .�- Z � ! 0 0 Y NCr Ssi 10 GI _ _ I �V � 3 5 4 \ �9 - -..r3/4" CW - .... __.... I cr �t i ti HB-1 HB 3/4HWC 1/2" CW OR�coN i l 3/4"" HW WC--1 r 1/2" HW j.gp0�1A c-, '�fv A r Z'' 3/4 CW 1/2 CW; EN T.8A� MRANGE 9 r STOCK POT �........._..� 7 (228 MBH) (125 MBH) 1-1/2' rW -`�-_.:.:.,0 �- PRV-1 DCBP-1 ( Imy =:lY�M4 _kQK?M '+2, /� G_ - ^ - I ` �� ► 1 12"4 �F. I] 1-1/4" NG BURNER + �� t d3/4" HW 1/2" HW r ' �•_ (7 W.C.) j r (90 MBH) IE I I II 3/4" CW411/2" CW 1rRl QM u. BURNER BURNER lI 6 1 `� (90 MBH) (90 MBH) yy 1t S + ID SH- 1-1/2' NG C12 12 i.: r'�- - -._.... `2 r •. (7" W.C.) THREE COMP PREPSINK �p1r- 4) SINK 1 ' j� .,' 1/2 HW a. 1/2 CW F. Cf3 2 1 W 12 HAND SINK 3�4' HW F:1-<-;NF ..__i 1 �' ' l-% �—"- /2 C / l� 1 jwc EWC- ~ Z EWC-1 .,� (n LL ~ —11/2" CW _ . = GAS FIRED EQUIPMENT w, O (n POS 1° HWtin _. "._ V 1 CV►' , 1._ .: -rr W __ __ ._. EQUIPMENT DEMAND LOAD MBH Q cc 1/2r ! ` 4. �_.."r:�1� 3}'. \ ! 1�2" Ha. _. »_ _ 'ji'e RTU-1 180 MBH W 1 HW - - - RTU--2 224 MBH W Q J I ,� �,4'%:i j 1^ CW a - RTU-3 150 MBH �J U a Z 3/41, HW 11 + Ali. . �, �.I1B�+�I�Y! If� .kG!N 4 `j I 3/4HRTU-4 150 MBH CL 0 \./3/4CW - I I�C?E BOG�,,3 I � Ull ��{�� 4CW � _... ___._...__.._ RTU-5 150 MBH _ � SH-1 I I ` .►" 1r,� �I 112 f:i1 I! "'t�4o CW C WC-2 ji RTU-6 150 MBH = Cc l I WC-1- Y�1 �..2 WC`1 '1 $ Al� RTU-7 72 MBH I" Q +, RTU-8 150 MBH 112 CW I " HB-1 11-1 112 Cw RTU-9 150 MBH _� Q ^ CW RTU--10 150 MBH WH-1 _ 200 MBH Q l0 ( BURNER-KITC-1EN 90 MBH BURNER- KITCHEN 90 MBH r BURNER- KITCHEN 90 MBH cd r r, STOCK POT- KITCHEN 125 MBH I RANGE- KITCHEN 228 MBH TOTAL 2,349 MBH CAAVVN CHECKED TIR r DATE Julq 31, 2002 SCALE r 45 NOTED f JCS NO. O0—CRL - 127 MAIN FLOOR WATER + GAS SHEET SCALE: 1/8" = 1'-0" --= NORTH Pis Tigard Str 11365 BUP2003-00050, NIEC2003-1 Cw SHEETS 35 of 5i. 4 4 f IIIIIIIIIIIIIIiI � IIiIIIIli11 NOTICE: IF THE PRINT OR TYPE ON ANY 1 I I -1II I I I31 IIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I i I IIIIIIIII I1I4 1 1 1 +I IIIIIIIIII � III I 'I I II T /'L zo IMAGE IS NOTAS CLEAR AS THIS NOTICE 5 No.39 IT IS DUE TO THE DUALITY OF THE ORIGINAL DOCUMENT £ 8Z 8� GZ 8Z 57 67, EZ Zfo� i l�l ►��ItIIIIII►IlIIIIIlIZIIIIII8II�I[IIiIIIIBI [ I�-_ �__ I1.IIIIIII�►I►IIi 1II � 2Rl9[ 19 iII► II1II0 �£ I I T►�(11I►� tI►9Ii�Y�11�3M I� III�III �II�I►iI��I►IIIIII� II�I[LI�►..Ili lIl 1 h REVfle1CW0 By `t. RE77UE PRC Y R.B. _GEN_ EKEY NOTES_ RAL NOTES: ��M��ENTS 4-18-m� :i 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE O CONNECT RDL LINES IN THE VERTICAL. JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE CONNECT OFL LINES IN THE VERTICAL. TO COORDINATE THE LOCATIONS OF EQUIPMENT & PIPING, IT IS THE VENT GAS PRV OUTSIDE OF BUILDING, RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT 03 4" RDL REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL 4" RDL /i' 1 -4" ODL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING MANUAL CIRCUIT SETTER. SET TO 0.59 GPM. :4" RDL ��- _ �_-,_ -. •,_,, .,,,�, �,,,,•_,•„"•�,,,,, BID OR FABRICATING AND INSTALLING WORK. R CONTINUATION. �" . ._ _. ... _. 3" ODL a" ODL 3" ODL •_..._....____. 5 1" CW �: 1" HW DOWN, SEE SHEET P 1 1 Fr r 3" ODL ODL g 2) INFORMATION REGARDING THE SIZE AND LOCATION OF EXISTING PROVIDE S iUTOFF VALVES & ACCESS PANEL. 9 3" RDL 3" RDL- wk-p 3" RDL 4" RDL 3" RDL-oma I UTILITIES IS BASED ON OUR UNDERSTANDING OF THE EXISTING O 1" CW, 1" HW &112" HWC DOWN, SEE SHEET P1.1 FOR Colo" 2 SYSTEMS. THERE ARE NO AS-BUILT OR VERIFIED DESIGN DRAWINGS AVAILABLE. ALL EXISTING CONDITIONS THAT COULD AFFECT THIS CONTINUATION. PROVIDE SHUTOFF VALVES & ACCESS PANEL, ! 2" VTR INSTALLATION SHALL BE VERIFIED BY THIS CONTRACTOR PRIOR TO � BEGINNING NEW WORK. �:.J 3/4" CW & 3/4" HW DOWN, SEE SHEET P1.1 FOR CONTINUATION, PROVIDE SHUTOFF VALVES & ACCESS PANEL. I 08 3/4" CW, 3/4" HW & 3;4" HWC DOWN, SEE SHEET P1.1 FOR CONTINUATION, PROVIDE SHUTOFF VALVES & ACCESS PANEL. 09 ROOF DRAIN LINES UP TO OVERFLOW AND ROOF DRAINS ON ROOF. w E I J t0 PROVIDE 3/4" TEE, CAPPED FOR FUTURE, ON COLD WATER LINE, r ADHA...F'4Q I L..PE��t!'J FOR FUTURE WATER SOFTENER. L aN 11 PROVIDE SHUTOFF VALVES & ACCESS PANEL. �' CO v H `/ M O co 1p F N F CV ; r — V L aw U� - O «' �+ c N N «+ F— r W C� c) � m ,y�r Q ZM c p an C� a o a N aD • `� Z r 3' O 8 4'c W 2 VTR ND PN fE.FSS/ 3" VTR 3 5 a 5 v � ORE CON N4 y�,1 �NT.BA� �. 3/a" HWC d, 3/4" HW�H/ 'E� BELOWO _. 3/4" CW Pig i _ 3/4" HW `r, • 3/4" CW i N 3/4" HWCCN C-4 / t .� � I 3/4 HW 63/4 •l C W f._ 3" VTR .7' WS-1 10 4" VTR 3 `\. t FD-1 �1 HW I f+ WH- 1 fit" 1 CW / _ — —— 4 ——-- 1-1/4" NG (2 PSI) - -- --� b ' _ .. HWC 3/4" HWC 3/4" HWC- _. . . 3/4.. HWC - __... 3/4, HW 112' NG (7" WC) 2" V� 1-1/4" HW 1-1/4" HW 1-1/4" HW a 3/4" CW W 1-L/4" CW 1-1 4" CW 1-1 4" CW 3" WCO-1 ' V LL ~ Z _._:4n--� _ W 0 O - • -.. _._... __._.._.._.... 5 _ _ `••.....� �I .� 1�2 HWC _.__...,_.. .__....-_._.,.._ � � _ I 1 HW _ _-._.._.. Q 1" CW .___ - I W Q O J vz QLASS900W I STORAGE � STORAGE GL�SSF��C��y� - __ __. .... _ __- C]... o o 3" RDL2C:4 a RDL g) �11 C:.-. i I 311 5.f�. 3" ODL 9 LCy4: W TAI1 ( 4" OK 1 9 a" ao� STAIR _ f " 010111. ~ Q _-32 ,n ....- i . .....,".,......».w-.�......._,,.".,.wrw......e.,.,r......,....�.w_w..,.......w-.«..........ro..r......._....... r:x.......,..._. _.... ... ._ ......r..........-Mc............... .w.«. .._,.... ,_.,.....,.,.,.,,. .. ..__..._.•S_.........». . 4.. RDL 1 4" RDL LO 4" ODL 4" ODL T T DRAWN SECOND FLOOR PLUMBING PLAN °"EC`® SCALE: 1/8" = 1'-0" DATE Jul 3l NORTH SCALE _ A5 NOTED .roe No. CD-D1�� SHELrT -- Plm2 Tigard Str 11365 BUP2003-00050. MBC 2003-00"4, of ef1'WTB 36 of 5�. NOTICE: IF THE PRINT OR TYPE ON ANY I i f I I ! III III III III I I ' i l III III I I III III Ili I I I I I I I III ill IIIIIII III III ! I I III III III I LI I I I III III I I I f I l .I I III IIIIIII III IIIIIII III III I I 1 I I I III III I I I I I 1 I I I I zI - I I 14L--I-I- I l I I I1_ I I j 1-- L I 18� —I- 191 - ----I- 10� -- 11 i --- 1 J �TC ► 1 3 X00C —� IMAGE iS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 3e E. •. ?'" ' ' - — -- - - - - -- — - - -- -- -- - -- - — - - ORIGINAL DOCUMENT II1 ��" 8z 8z Lz 9z z ibz 8fz I �z Tz oz et t31t ct 91t 9t id>< lnit �T ii i 118 I� 1 IIII�I111 IIIIIIIIIIIIIIII illl l�ll�►(111111111111111111lllillllllllll ll�llll►�I1�� i I l►IIIIIIIL�IIIT►(IIIIIII IIIIIIIII IIIIIIIII Illilllllll,ll[IIII I►IIIIIII IIII II Illllllill,lllllllil► ll►Il III I i I II IIII IIll�llll�llllllll� (IIIIIIIIIIIII II I ► I ►Ii� I �� I I I►IIII IIII�I II AEv�oac ev RE15•_ F R L .Y Rp. _GENERAL NOTES: KEY NOTES"' GOMMENTE, 4-18-03 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE ` 1 MECHANICAL UNITS SHOWN FOR REFERENCE ONLY. SEE MECHANICAL JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CONTRACTOR FOR UNITS EXACT LOCATION AND REQUIREMENTS. CANNOT BE GUARANTEED. WHILE EVERT' EFFORT HAS BEEN MADE ROOF.TO COORDINATE THE LOCATIONS OF EQUIPMENT & PIPING, !T IS THE PROVIDE MYRG BLOCKS SEE 3 SHEET P2.1 FOR SPACING RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT OF ALL PIPING MOUNTED ON RROOF. ''i;-L• REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING O3 DROP CONDENSATE DOWN INTO ROOF DRAIN. __...__. ... __......_.._..__.-.._ _ _.._.__... _ _.. ._.._ ._��_.__..-_ _._.._._. .._... .___.... ___..___..___.._.r. __ �._._ _..__ _ _ _.....___...___._____..._____.__ _. _ . BID OR FABRICATING AND INSTALLING WORK,. SET TO MBH O O 1 O •-_ a � a. � 4 PROVIDE SHUT OFF VALVE, r'RESSURREDUCER, w STING INFORMATION REGARDING THE SIZE AND LOCATION 0F EXISHOWN, EACH GAS LiNE WHERE SHOWN. *%\-3" OD- 1 3" OD-1 ��3" OD-1 3" OD-1 � \-3"yOD-1 UTILITIES IS BASED ON OUR UNDERSTANDING OF THE EXISTING r tom— � �` - � �3" R -1 (1 368 5 . F1'. 3" RD-1 1311 S ' FT, SYSTEMS. THERE ARE NO AS-BUILT OR VERIFIED DESIGN DRAWINGS 3 RD-1 (1368 50. FI.) 3 RD 1 (1368 �Q. F1.) n D ( 36 Q ) ( f� ) 3" RD-1 (1311 SQ. FT.) l - (TYPICAL) li AVAILABLE. ALL EXISTING CONDITIONS THAT COULD AFFECT THIS 2" VTR Ck;!(..f�V (TYP• P2.1 �I INSTALLATION SHALL BE VERIFIED BY THIS CONTRACTOR PRIOR TO 2 I) BEGINNING NEW WORK, 1-1/4" CD { 1" CD o CO U �E �\ �Xy �3 ; (150 MBH) 20 � 02 m L�J a0j M O C O 00 F_ q N 3 ui X 1-1/4" CD w U) -CC ED 1-1/4" CD ~ m 4 1" CD 3/4" NG (7" WC) ED m `,� V c U R UT ( 150 MBH) 4 Om II,_ M r i 3/4" NG (7" WC) i Q G coL � 1" CD J m • Z p Or 3/4" NG (7" WC) 3/4" NG (7" WC) ! O a a 1" CU (TYPICAL) P2.1 � w ED ED C3 0 ' - GO _ ��Ep PROFFS 2" VTR 0 RTU I (�) RTLI�. 1 t INE Si ` (180 MBH) `- 1 ;c;; ;� 2 (224 MBH) NG E O " „ r- —�� o " " MBH) 1 NG (7 tic;) L J U 1 CD- (300 3 VTR P2.1 �v � 354 � v ' 3/4" NG (2 NSI) Kr%53 (TYPICAL) P2.1 1-1/4" NG (2 PS!) 4 1-1/4" NC (2 PSI) �J 3/4" NG (2 PSI) NG (1" WC) 4 (404 MBH) EF - OREGON - -- 6 3j �gY2t, P� �� 1" NG (2 PSI) -/ �':' �FN T.BA`'� _ �\J �� 3/4" NG (2 PSI) 0600 MBH) 4 1" NG (2 PSI) Lj RTU 3 (TYPICA O 4 (222 MBH) (150 MBH) P2.1 0 _ 5 " " s O(1 MBH RTU 1" NG (7" WC) 1\=1�"� 1-1/2 NG (7 WC) O 1 I 1i 8 3/4" NO (7" WC) L\J r\ I y g n F YPICAL) �"�L J — *11_x' ---,•.,,� --- --- V_- Ai 1" NG (7" WC) 0 " " - TYPICAL R U yr,-, , R-, at - 1 NG (7 WC) P2.1 ( ) (150 MBH) I l r i l I l r I l _y v -1/4" NG (7" WC) O Q rE'--� J' z 1/2" NG (7" WC) ED 0 1„ CD 1” NG (7" K)' o T U faLIT''): : WIfiF1 �f (72 M3H) 1 (150 MBH) C..... — (� I _ .._ ..11._ - _.. .I -3/4 �, r3 VTR - 4 CO �, ll. 2 " 3 (T)PICAL) C7I I ' r� 4 ,-�?-1/4" NG (2 PSI) � 1-1/ " CD 1 __...... .._........._..._......_._........._-...�.__.. ED - - - - -� ;_ __- ` � -, -- --- z w P2.1 , I I � PZ 1 (TYPICAL) '�. u+ w f •` F_O /TTU z 1-1/4" CD 50 MB ! O1H) w o / I CD 1" NG (7" WC) C3 5L<_llpE 00 "� _•/ �� sr. n3/4" CDO (TYPICAL) 2 -3" RD-1 (1368 SQ. FT.) ui J U Z f - •` O P2.1 3" RD-1 (2493 SQ. FT.) G cp 3" OD-1i7 Li , I I W f w = cc • -. rD - .•...__..._ �, \\-3" RD-1 2493 SC, Fl. 4 _. TILT;: F'ti��::F' _.. `. -3 OD-1 ^ ..... - 1` •� vl./.-i�'tr: •^.� SLC=C"E � " +� � L0 C'7 W r DRAWN ROOF PLUMBING PLAN T FQT SCALE: 1/8" = 1'-0" - —__. -- DATE NORTH July 31, 2002 WALE AS NO`S`ED .roe No. 00--DRQ-127 SHLW Plir3 Tiga•d Str 11365 BUP2003-00050, MEC2003-0004, 37 of 53. OF STs NOTICE: IF THE PRINT OR TYPE ON ANY f l f III III III III III III I I III III III 11 1 III III til i l l l l l l III III I I III III I I I I I I III III III I I I I I I III I I I I I I I I I I I III III I I I I I I III III i t I ' I I I I I I I I I I I I I I III III I ! I I I 7) t IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I 61 IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT E 8Z 8Z G�Z 8Z �Z �YZ E1Z liZ U1Z bI 8iI Gi et 9l I'll t �£ 7�,� I I II�III IIIIIIIIIt'llI�IIIIIIIIIIIIIIIIII��IIIII�I►IIII►VIII►�IIII�I�II�IIII(II�I IIIIIIIIJ ►IIIIIIIII►III��IIIIIIII�I►IIII►►I�Illl�lllllllllilll►IIII►Illl�llllllllll�lll�l�►�111L1�U1111111111111111111111 1111111) III�►N►� I IIIIIIIIIIIIIIIIIil�llllllllil�llllll�llIIIIIIIIIillllll,l GAS CONDENSATE PIPE / (SEE PLANS FOR SIZE) ROOF 1 MIRO BLOCK Aevislow sY GRACE OR SURFACE CLEANOUT INSULATION _ REISSUEP R C Y Ra BIACKTOP TYPICAL CUMr'1ENT5 4-18-03 ROOF LINE ROOF DECK 7,, �12"x12"x6" CONCRETE FAD RISER TO 6 GRADE i 1/8 BEND i 8 3- 0 Vit' FRONT VIEW SIDE VIEW TOP VIEW = DOME STRAINER 0as WYE - HORIZONTAL PIPING PER UROOF SYSTEM PC GRAVEL GUARD PIPE SIZE SUPPORT DISTANCE � "INCHES" "FEET" ui FLOW 112- 6' � J o �4 -- - -- 1--- -- -- UNDERDICK �'� SUMP INSULATION 1" CLAMP (TYP) o �� o 1r) N 1-1 2„ - - - 10' -- `-� cu RDL PIPE INSULATION co - SEE SPEC FOR MORE INFORMATIONO G m NOTE: MIRO MODEL 1.5 L" co-cc 3 o N 3 TWO-WAY SURFACE CLEANOUT 4 MIRO BLOCK DETAIL ( 3� ROOF DRAIN DETAIL 2 NOT USED _ 1 - w u- Y SCALE: NTS SCALE: NTS SCALE: NTS COORDINATE WITH DIVISION 16 SCALE: NTS m c P2,1 P2.1 P2.1 P2.1 V *6w 0 LL O M O � � d) 8 M m i 13Q Z M c DETAIL KEY NOTES: •' < N Ol FLANGE (TYPICAL) w HW ___— a 'o �2 (NOT USED) — NG----� o Q CD2O O O (3 03 REDUCER (TYPICAL) 15 � I-� � w f -�— �1 H -- f I- HWC —q s C4� BY-PASS BALL VALVE 5 4 3 18 TEE (TYPICAL) 12 ��p pR p�F 4 — KEY NOTES. NG,NEe Soy 06 ELBOW FITTING (TYPICAL) 9 7 0 UNION (TYP) 3 5 4 5 7 BALI_ VALVE 5 (D T BALL VALVE (TYP) (D1-1/4' 1-1/4" PRESSURE REDUCING VALVE (PRV-1) W/STRAINER. 10 O3 THERMOMETER MANUFACTURE: WATTS SERIES NO. N223S I OREGON 19 RTU .S� MA Z 1 Y 1,19 1 RECIRCULATION PUMP RP-1 (SEE PUMP SCHEDULE) F�fN T,BAS�\� i0 09 NOT USED v ) 8 13 (10 FLANGED REDUCED PRESSURE BACKFLOW ASSEMBLY. I H # 0 BALANCE VALVE FLEX 6 PIPE DISCHARGE AIR GAP ASSEMBLY TO FLOOR DRAIN. CON 1 14 O CHECK VALVE (Tr) NOTION FINISH FLOOR 15 0 ❑ 07 GAS COCK GqS UNN1 d 0 p� 12 PRESSURE GAUGE W/GAUGE COCK (TYPICAL). 1 AT HAT O DIRT LEG Gqg 11 OOGkI N j/4 p n. � 11 NE P.T� DRAIN i 1 13 UNION (TYPICAL) 11 INTAKE AND EXHAUST VENT, FVC PROVIDED & \ j�� 1145 0 SON pE NSA INSTALLED BY PLUMBING CONTRACTOR.NOT USED IH PIPE SUPPORT STANCHION ASME T&P RELIEF VALVE E " OI i H 11 DRAIN COCK W/TN.;cADED HOSE CONNECTION RT lEG y 1 7 16 NOT USED FINISH FLOOR = azo 17 f0 CITY MAIN 12 VACUUM RELIEF VALVE NOTE SEE PLHN FOR PIPE SIZES 18 TO BUILDING DOMESTIC WATER SYSTEM 13 EXPANSION TANK (5 GALLON) 19 FLANGE TO COPPER SWEAT ADAPTOR 14 PIPE 10 FLOOR DRAIN SEALED COMBUSTION 15 GAS PRV (VENT TO EXTERIOR) GAS CONNECTION/ DOMESTIC WATER SERVICE W/PRV DETAIL GAS FIRE WATER HEATER DETAIL 6 CONENSATE DRAIN DETAIL 5 cv SCALE: NTSSCALE: NTS p21 Z w P2.1 SCALE: N1S (PIPE CONNECTIONS ARE SCHEMATIC ONLY, FIELD FIT ALL PIPING) P2.1 W co LL H-- Z LLJ o w � k ('� W Q Q 0 J 00 a z w W -T � cr F_ ./� LO T ORA WN CHECKED TR". DATE Jul 3I '00 2 sOALt AS NOTED .doe NO. 00-DRL - 1127 SHEET P2x I Tioani Str, 11365 H'J,'2003-00050, MEC200c-0004: i 38 ur 51 OF 04EET✓d NOTICE: IF THE PRINT OR TYPE ON ANY III Ill III III Ill 1 1 1 III I I III III III I I III ill I I1 I I I I I I I I I I I I I I III ! I I III III III IIIIIII I I I I ! i ! I I ( III ' III III III I I I I ! III" I I III I l ! III IIIIIII III III VIII I -- -� l �- �__ 1 - 1 - � �I _ �_ !-61- - -__ 1 - ► ! _ l _1_!_� IMAGE IS NOT AS CLEAR AS THIS NOTICE, $ _ _ � I O I Z Z � 1L �J Ct/-► 13 foo 5 IT iS DUE TO THE QUALITY OF THE Nola ORIGINAL DOCUMENT uI£ i 8Z 8f Z � L�Z 8I7, �Z fi� EIZ Z�Z LIZ OlZ 8�i B(I Lr T 9Ii 11111 I E11 I TIi � i III I i 8 8 L 9 4 lid £ Z ��u� IIII IIII IIII Illllllll,lllllllll IIIIIIIII IIII IIII Ilillllllilllllllll IIII IIII IIIIIIIII IIIIIIIII IIII III{illlllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIIIIIIII IIII Illi Ilil l IIII IIII Illlllllllllll Ilil�ilu , �ullllll 1�111I1ll1�i1111ll1Llllllllllll;llll� ILu III,�1Jll PLUMBING FIXTURE AND EQUIPMENT SCHEDULE MINIMUM CONNECTION SIZE UNLESS INDICATED OTHERWISE ON PLANS ROUGH-IN SIZEROUGH- IN SIZE REvHNoNs my TAG DESCRIPTION ; WASTE VENT TRAP CW HW REMARKS MANUFACTURER & MODEL TAG DESCRIPTION WASTE VENT TRAP CW HW REMARKS MANUFACTUP R & MODEL Ali+ =-R !:, Y RB WC-1 WATER CLOSET 3" 2" INTEGRAL 1" -- FLOOR MOUNTED, MOD - KOHLER K-3427, GCO-1 GRADE CLEANOUT -- -- -- -- -- ROUND, UNFINISHED FLOORS EXTRA MODEL JAY R SMITH SERIES (4223L) W/ CAST IRON rOP. (�IE'J-TS 4-t-03 MATERIAL - VITREOUS CF:INA,- WHITE HEAVY DUTY. - SIZE - ELONGATED BOWL, WCO-1 WALL CLEANOUT -- -- - -- -- SIZE TO MATCH SANITARY SEWER MODEL - JAY R SMITH #(4472T). SEAT - K-4670-C OPEN FRONT, WHITE, PIPE. -" KUSSORIE - BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND ---- - - — - - GASKET. RD--1 ROOF DRAIN SEE _ _ _ -- MODEL - JAY R SMITH FIG. (1015-Y-C-U-R). FURNISH WITH PLANS UNDER-DECK CLAMP, ADJUSTABLE EXTENSION, VANDAL-PROOF DOME _ AND SUMP RECEIVER. W('-2 WATER CLOSET 3" 2" INTEGRAL 1" - - FLOOR MOUNTED, (ADA COMPLIANT) MODEL - KOHLER K-3422, OD-1 OVERFLOW ROOF DRAIN SEE _ - MODEL - JAY R SMITH FIG. x(1074-Y-C-U-R-RS). FURNISH WITH LEVER TO BE ON WIDE SIDE OF MATERIAL - VITREOUS CHINA, PLANS UNDER-DECK CLAMP, ADJUSTABLE EXTENSION, VANDAL-PROOF DOME, STALL `, IZ-F -- ELONGATED BOWL, SUMP RECEIVER, RAIN SHIELD AND PVC WATER DAM EXTENSION FOR SEAT - K-4670-C OPEN FRONT, WHITE, OVERFLOW SERVICE. A_ACSSORIES - BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND DSN-1 DOWNSPOUT NOZZLE SEE _ _ _ -- MODEL - JAY R SMITH FIG. #(17701) CAST BRONZE BODY AND -- — - -- GASKET. PLANS FLANGE. NOTE - PROVIDE BACKING TO SECURE FLANGE TO F yISH WALL — SURFACE. -1 URINAL 2" 2" INTEGRAL 3/4" -- WALL HUNG SIPHON JET (ADA MODEL- - KOHLER K-5016-ET -- -- / MATERIA - VITREOUS CHINA, EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/4" 112- -- WALL HUNG MODEL - HAWS HWBFA8L, COMPLIANT) VALVE - ZURN AQUAVANTAGE AV Z6003AV-WS1 FILTER BY-PASS MAT IA - STAINLESS STEEL t DIAPHRAGM, rELECIRICA -115V/10, 244W, CARRILR - JAY k, SMITH 636 WITH HANGER PLATE. S17F - 34'x18 TRAP - ERC TAN-140-BF 1-1/2"0-1/4" 17 GA. P-TRAP, -1 LAVAL ORY- COUNTER -1/2" 1-1/2" 1-1/4" 1/2" 112" OVAL, COUNTERTOP MODEL -- KOHLER PENNING ION K-2196-4, PP I.' - EBC VAH 16K-R 15-CT3-CF, E r MATERIA - VITREOUS CHINA, Q�RRI R - JAY R. SMITH 0830 FAUCET - GLASSFILLER MODEL 5555 PUSH DOWN -_— Q.) c CD FAUCET - DELTA 501-WF-HGMHDF SINGLE LEVER FAUCET WITH .5 __ __ __ __ __ n � +v x DCBP-1 DOUBLE CHECK -WITH 1/4 TURN BALL VALVE AND �L - WATTS SERIES #007-OT-S r` m GPM VANDEL RESISTANT AERATOR +� �) m IV TRAP - KOHLER K-8999, BACKFLOW PREVENTER BRONZE STRAINER ---_ �UPPLIE - EBC LAH16K-R15-CT3-CF, HB-1 NON-FREEZE HOSE BIBB -- -- -- 3/4" -- FLUSH WALL MOUNTED ® +24" MODEL - JAY R. SMITH #(5609QT-WC), EXPOSED MOUNT, NICKEL = o DRAIN - KOHLER K-13885 OFFSET GRID DRAIN ASSEMBLY FOR ABOVE FINISH GRADE BRONZE PLATED FACE, WALL CLAMP, ANTI-SIPHON AUTOMATIC DRAINING s � a WHEELCHAIR.. KEY. a -- WITH REMOVABLE OPERATING I— 1 — ; INSULATION - PER ADA REQUIREMENTS TP-1 TRAP PRIMER -- -- -- 1/2" -- MOUNT ABOVE FLOOR IN WALL, MODEL - JAY R. SMITH #(2699-1). PROVIDE BALL VALVE UPSTREAM 4K WHERE POSSIBLE, WITH ACCESS FOR MAINTENANCE. IF EXPOSED ON WALL FINISH TO BE CHROME �-- O m S-1 SINK (DOUBLE COMPARTMENT) 2" 1-112" 1-112" 112" 112" SELF RIM COUNTERTOP MODEL - ELKAY LR-3321, m c ADA COMPLIANT MATERIAL - 18 GAUGE STAINLESS STEEL, TYPE 304 DOOR. OTHERWISE, MOUNT ON WALL. PLATED. —__ — 51L - 33"x21"x8" WH-1 WATER HEATER -- 3" PVC -- 3/4" 3/4" GAS FIRED, PVC DIRECT VENT AND MODEL - BRADFORD WHITE PDV-1005-200-3N (100 GALLON) ! , = w FAUCET - ELKAY LKC-2433 WITH HOSE AND SPRAY (SINK SHALL BE COMUSTION AIR INTAKE. BURNER - 199,999 BTU INPUT, HIGH EFFICIENCY U V CSCLo m PUNCHED 10 ACCOMMODATE FAUCET AND SPRAY) RECQVERY - 194 GPH ® 100'F RISE � cn � � TRAP - EBC TAN 150-BF 1-1/2"x 1-1/2", 17 GA, ACCESSORIES - T&P RELIEF, ASME RATED, PIPE TO FLOOR DRAIN O Q � M SUPPLIES - EBC LAH16K-R20-CT3-CF FEATURES: VITRAGLAS LINED, FOAM INSULATED TANK, ANODE RODS, Z QRAIN - ELKAY LKJ--35 I ELECTRONIC IGNITION, HAND HOLE CLEANOUT, ADJUSTABLE ELECTRONIC _ O N m ACCESSORII - EBC WE1501_16, 17 GA, CONTINUOUS DRAIN ASSEMBLY THERMOSTAT, RECYCLING ENERGY CUT OFF, FACTORY INSTALLED BT-1 BATHTUB 2" 1-112" 1-112" 112" 1/2- VERIFY RH/LH OUTLET LOCATION MODLL - AMERICAN STANDARDS 2390.202 ICH DIELECJRI TOTAL PERFORMANCE SYSTEM, FACTORY INSTALLED C) 7 $ INTEGRAL APRON TILE FLANGE MATERIA - ENAMELED CAST IRON, WHITE DIELECTRIC UNIONS. o X 60"x3O"x14" I J X � TRAP - 1--1/2" 17 GA. P-TRAP PRV-1 PRESSURE REDUCING VALVE -- -- -- 1--1/4" -- WALL MOUNTED WITH INLINE MODEL - WATTS 2235 - 1-1/4- " QRAIN - INTEGRAL OVERFLOW PROVIDED WITH FIXTURE STRAINER w Y&VL - MOEN 3270 PRESSURE BALANCED WITH DIVERTER -- N N M -- N MODEL - JAY R SMITH (2005-B5-NE-P NICKEL BRONZE STRAINER SHOWER HEAD - MOEN 3901 HEAD, ARM AND FLANGE FD-1 FLOOR DRAIN SEE 2 2 1/2 5 SQUARE GRATE CAST IRON #+ ) PLANS TRAP P-TRAP. AND TRAP PRIMER CONNECTION, TU6 SPOUT - MOEN 3958 - - - — -- __�___ —� PRIME �Ep PRpFF� SH-1 SHOWER - ADA 1/2" 1/2" WALLS AND FLOOR BY rENERAL. VALVE - MOEN L2362 PRESSURE BALANCED CONN. \�� aGINFF,pysi�'L CONTRACTOR 2.5 GPM FLOW SHOWER HEAD - MOEN 3992 HAND HELD WITH 69" METAL HOSE, " N CAST-IRON P-TRAP. MODEL - JAY R SMITH x(3101-Y-12) WITH HALF GRATE AND �� 3 5 5 -7 RESTRICTOR SLIDE BAR AND VACUUM BREAKER FS-1 FLOOR SINK SEE 2 2 1/2" — r ! VERIFY REQUIREMENT OF TUB ACCESSORIES - MOEN A720 SHOWER ARM DIVERTER PLANS TRAP SEDIMENT BUCKET, TRAP PRIMER CONNECTION. SU?ROUND DRAIN - SEE DRAWINGS PRIME SH-2 SHOWER - - - 1/2" 1/2" WALLS AND FLOOR BY GENERAL Y6LVE - MOEN X2362 PRESURE BALANCED COMPLETE WITH HEAD, ARM _ CONN. OREGON CONTRACTOR. PROVIDE (2) AND FLANGE, AND INTERGRAL STOPS SEPARATE VALVF/HEAD LOCATIONS. LRRAIN SEE DRAWINGS MA r 21.19 P� FVfi�'T.BAS�\ 2.5 GPM FLOW kL'STRICTOR I Y O 8 MANUFACTURER'S APPROVED FOR SUBMITTAL OF COMPARABLE PRODUCTS 4 - ENAMELED CAST IRAN AND VITREOUS CHINA" 1111111111 1 KOHLER AMERICAN STANDARD WATER COOLERS HALSEY TAYLOR, OASIS, ELKAY, HAWS, SUN ROC d •�.� �- ELKAY, JUST, DAYTON STAINLESS STEEL SINKS ;� SERVICE SINKS FIAT, BRADLEY, ACORN FAUCETS T & S, CHICAGO, DELTA HOF, ELKAY, JUST, KOHLER,' ZURN`�. f '-SHOWER VALVES, MIXING VALVES?' POWERS, LEONARD, SYMMCNS FLUSH VALVES SLOAN ROYAL �IfFIXTURE SUPPORTS SMITH, WADE, ZURN TOILET SEATS CHURCH, OLSONITE, BEMIS ��7!�"'ROOF DRAINS. FLOOR SINKS, FLOOR DRAINS AND TRAPS ' SMITH, WATTS, TURN, WADE, JOSAM BACKFLOW PREVENTION DEVICE,')', PRESSURE REDUCING VALVES WAITS, WILKENS, FEBCO TRAP PRIMERS AND SHOCK ABSORBERS PPP, SIOUX CHIEF, SMITH i WATER HEATERS Mr' STATE, A.O. SMITH, LOCKINVAR V Z W PUMP SCHEDULE w a F- O EQUIP AREAOPER TYPE GPM HEAD IIP ELECT RPM MANUFACTURER MODEL # REMARKS p W �J TAG SERVED EI GHT I RP-1 DOMESTIC WATER RECIRC INLINE 3 10' 1/25 115/1/60 -- 8 Lbs. GRUNDFOS UP15-18B5 [11 J U Q Z - _ 0C'3 _ !— p [1] PROVIDE WITH FACTORY AQUASTAT AND TIMER _ CD L0 L co a a DRAWN OMEOKED TRT DATE Jul Jul 3I, 2002 SOAL S AS NOTED Joe No. 00-DRL -12-1 OHM P3,, O Tigard Sir. 11365 BUP20^3-00050, MEC20n3-0004Z cw ��RS 59 of 51 4 w NOTICE. IF THE PRINT OR TYPE ON ANYr� 'illl ILL III III III ILL 1 I LII III III I I III ISI I�rterISI III ILL I tff III III IIIIIII III III III L�jMI it III III t�t � l�t ISI I�I t III�t I�11111IIIi tit 111 I�T�i�I ISI i�t I �III I C IMAGE IS NO r AS CLEAR AS THIS NOTICE �� 1 IT IS Dl1E TO THE QIJALITY OF THE _ No 3B µ ORIGINAL DOCUMENT $ �sZ �-z -- �13 stis� [Zo7, � [ ibElT t i 18 i8 1L I 9 I l9 �1b I E �Z T�iY17NI ►111,111111111� II II ► 1 I ll �Illl�� I��►►►��I�Ii��l1ULLlllllill 1111�11ll1111W11111111ll11�1L111U11[11L[1� ��►N��! HVAC ABBREVIATIONS E EXISTING BIRD BOARD EXP EXPANSION L LINED , P PRESSURE TA TRANSFER AIRONd •Y F FUTURE BIRO BEARING EXT EXTERIOR LAT LEAVING AIR TEMPERATUkE PD PRESSURE DROP OR DIFFERENCE TD TEMPERATURE DIFFERENCE ;RE 1, PRC Y RB N NEW BTU BRITISH THERMAL UNIT LAV LAVATORY PH PHASE(S) TEMP TEMPERATURE/TEMPERED/ co^�MENrS 4-fe-0j D DEPTH FA FIRE ALARM LBS POUNDS PLBG PLUMBING TEMPORARY L) LENGTH CA COMBUSTION AIR FAU FURNACE AIR NIT LF LINEAL FEET/FOOT POC POINT OF CONNECTION TUD TOP OF DUCT 1W) WIDTH CAP CAPACITY FC FORWARD CUh. LPG LIQUEFIED PETROLEUM GAS PSF POUNDS PER SQUARE FOOT TOS TOP OF STEEL ® AT CB CATCH BASIN FCO FLOOR CLEAN 0„1 LRA LOCKED ROTOR AMP PSI POUNDS PER SQUARE 11' ;H TSP TOTAL STATIC PRESSURE 0 DIAMETER/PHASE CD CONDENSATE DRAIN FD FLOOR DRAIN L/S LITERS PER SECOND PVC POLYVINYL CHLORIDE TV TURNING VANE(S) < ANGLE CF CUBIC FEET FH FIRE HYDRANT LWT LEAVING WATER TEMPERATURE TYP TYPICAL N NUMBER/POUND CFCI CONTRACTOR FURNISHED FIN FINISH RA RETURN AIR DEGREE CONTRACTOR INSTALLED FINS/IN FINS PER INCH RAD RADIUS UBC UNIFORM BUILDING CODE CFF CAP FOR FUTURE FLA FULL LOAD AMPS M METER RD ROOF DRAIN UFC UNIFORM PRE CODE ABV ABOVE CFM CUBIC FEET PER MINUTE FLASH FLASHING MAT MATERIAL RDL ROOF DRAIN LEADER UL UNITED LABORATORY AC AIR CONDITIONING CI CAST IRON FLR FLOORING) MAX MAXIMUM RE: REFERENCE UMC UNIFORM MECHANICAL CODE ACCU AIR COOLED CL CENTER LINE FOB FLAT ON [JOT TOM MECH MECHAP CAL REEL REFLECTED UNFIN UNFINISHED CONENSING UNIT CLG CEILING FOT FLAT ON TOP MEZZ MEZZANINE REL RELOCATE ONO UNLESS NOTED OTHERWiSE - - -- ACOUST ACOUSTICAL CLR CLEAR FPM FEET PER MINUTE MFG MANUFACTURER REM REMOVE UPC UNIFORM PLUMBING CODE ACP ACOUSTICAL PANEL CNT CENTER ERPF FIREPROOF MIN MINIMUM REINF REINFORCE U URINAL ACT ACOUSTICAL TILE CO CLEAN OUT FT FEET/FOOT MISC MISCELLANEOUS READ REQUIRED AD AIR DROP COL COLUMN PURR FURRING MM MILLIMETER RET RETURN V VOLT ADJ ADJUSTABLE CONC CONCRETE MU MOTOR OPERATED RF RECIRCULATION FAN VAC VACUUM AF AIR FOIL COND CONDENSATE GA GAUGE OR GAGE MOCP MAX OVERLOAD RG RETURN GRILLE VAV VARIABLE AIR VOLUME AFC ABOVE FINISHED CEILING CONN CONNECTION GALV GALVANIZED CURRENT PROTECTION RH RELATIVE HUMIDITY VD VOLUME DAMPER AFF ABOVE FINISH FLUOR CONST CONSTRUCTION GC GENERAL CONTRACTOR MTD MOUNTED RPM REVOLUTIONS PER MINUTE VEL VELOCITY GE GENERAL EXHAUST MTG MOUNTING AiG ABOVE FINISH GRADE CONT CONTINUOUS/CONIINUATION RTU ROOF TOP UNIT VENT VENTILATION AFS ABOVE FINISH SLAB CONTR CONTRACTOR GND GROUND MTL METAL VERT VERTICAL W GSM GALVANIZED SHEET METAL MUA MAKE-UP AIR UNIT J E AFUE AMERICAN FUEL CTC CENTER TO CENTER S SOUTH VFD VARIABLE FREQUENCY DRIVE 0 UTILIZATION EFFICIENCY CV VALVE COEFFICIENT N NORTH `A SUPPLY AIR VOL VOLUME d AHU AIR HANDLING UNIT N A NOT APPLICABLE SCHED SCHEDULE VTR VENT THRU ROOF p u) ALT ALTERNATE DB DECIBEL HCP HANDICAP / SD SUPPLY DIFFUSER VVT VARIABLE VOLUME TEMPERATURE3: C,3 M A,UM ALUMINUM DBL DOUBLE HG HEAD NC NORMALLY CLOSED SECT SECTION O co c m HDWR HARDWARE NEC NATIONAL ELECTRIC CODE SEER SEASONAL ENGINEERING W WEST = N AMB AMBIENTDB DRY BULB TEMPERATURE T NEPA NATIONAL FIRE AMP AMPERES HORIZ HORIZONTAL W WITH DEPT DEPARTMENT HP HORSEPOWER PROTECTION ASSOCIATION EFFICIENCY RATING / ANDD ANODIZED DET DETAIL NG NATURAL GAS ; SEN SENSIBLE W/0 WITHOUT o ANSI AMERICAN NATIONAL DIM DIMENSION HR HOUR V w SER SERIES WB WET BULB TEMPERATURE x STANDARDS INSTITUTE DISCH DISCHARGE HT HEIGHT NIC NOT IN CONTRACT S HTG HEATING NO NORMALLY OPEN SF SQUARE FOOT WC WATER CLOSET cn � AP AIR PRESSURE DN DOWN NOM NOMINAL SH SENSIBLE hEAT WP WATERPROOF �" w 0 APD AIR PRESSURE DROP DS DOWN SPOUT H2O WATER SIM SIMILAR WPD WATER PRESSURE DROP E' APPROX APPROXIMATE ND PIPE TA HVAC HEATING, VENTILATING, AND NTS NOT TO SCALE SL SUPPLY LOUVER WT WEIGHT �- ARCH ARCHITECTURAL DWG DRAWING AIR CONDITIONING NUM NUMBER SMACNA SHEET METAL AND U = w 'o ASHRAE AMERICAN SOCIETY AIR CONDITIONING 7D ZONE DAMPER v CC � OF HEATING E EAST ID INSIDE DIAMETER OBD OPPOSED BLADE DAMPER CONTRACTORS NATIONAL O OC REFRIGERATION, AND AIR EA EACH IDW INDIRECT WASTE OC ON CENTER ASSOCIATION MANUAL Q z M c CONDITIONING ENGINEERS EAT ENTERING AIR TEMPERATURE IE INVERT ELEVATION OD OUTSIDE DIAMETER SOV SHUT OFF VALVE ASTM AMERICAN SOCIETY OF EF EXHAUXT FAN IGV INLET GUIDE VANE(S) OFCI OWNER FURNISHED, SP STATIC PRESSURE a N TESTING MATERIALS EFF EFFICIENCY IN INCH CONTRACTOR INSTALLED SPEC SPECIFICATION IND INDIRECT OF01 OWNER FURNISHED, J d AUTO AUTOMATIC EG EXHAUST GRILLE SQ SQUARE � Z $' AUX AUXILIARY ELECT ELECTRICAL INSUL INSULATION OWNER INSTALLED SS SANITARY SEWER o ELEV ELEVATION INT INTERIOR OH OVERHEAD SST STAINLESS STEEL .- BDD BACK DRAFT DAMPER EMERG EMERGENCY OSA OUTSIDE AIR STD STANDARD BFF BELOW FINISH FLOOR ENCL ENCLOSED/ENCLOSURE J-BOX JUNCTION BOX 07 OUNCE STL STEEL w BFS BELOW FINISH SLAB ENT ENTERING JST JOIST STRUCT STRUCTURAL LL BG BELOW GRADE EO EQUAL SUP SUPPLY 8HP BRAKE HORSEPOWER EQUIP EQUIPMENT KW KILOWATT SUSP SUSPENDED 81 BACKWARD INCLINED ESP EXTERNAL STATIC PRESSURE KWH KILOWATT HOUR SYS SYSTEM Ep PROF BLDG BUILDING EWT ENTERING WATER TEMPERATURE ��R "INC, Ess, BOD BOTTOM OF DUCT EXH EXHAUST �V\� 3 5 4 � 09 BOS BOTTOM OF STFFI EXIST EXISTING TNOTE: ALL ABBREVIATIONS LISTED ABOVI MAY NO, APPEAR ON THESE DOCUMENTS. • HVAC LEGEND \.��.04y21 \fN T.ON SYMBOL Dt:SCORIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION a CAP (DOUBLE LINE) (G'JUBLE LINE) TAG NUMBER DUCT CAP VOLUME DAMPER NECK/THROAT SIZE CPI' (SINGLE LINE) -- V -- (SINGLE LINE) -- -'� SD-1 12 0 _ SIZES � GRILLES, REGISTERS, DIFFUSERS CALLOl1T 4"x1 6 DOUBLE LINE{ ) DUCT - FIRST DIMENSION LISTEJ I, 500 CFM (4 TYP) S VIEW DIMENSION (DOUBLE LINE) AUTOMATIC MOTOR OPERATED DAMPER PARALLEL ' m 8"o (SINGLE(SINGLE LINE) NUMBER OF DIFFUSERS I,� (SINGLE LINE) AND OPPOSED BLADE �_ CFM TO BALANCE TO cDOUBLE LINE INTERNALLY LINED DUCT - SFE NOTES OR ( ) SPECIFICATION FOR TYPE OF LINING TO SECTION/DETAIL NUMBER BE USED. DIMENSIONS DENOTE INTERNAL tv�1 h"m;�zg-v (SINGLE LINE) FREE AREA. (DOUBLE LINE) SECTION 0[ ETAIL SECTION/DETAIL HEADING BACKDRAFT DAMPER - - (SINGLE LINE) ADDITIONAL INFO 24"x16" (DOODLE LINE) DIRECTION OF AIRFLOW REFERENCED SHEET NUMBER �-----8110;� (SINGLE LINE) (DOUBLE LINE) �.i....,.....i_ CONTROL AIR OR SECTION ZONE DAMPER (SINGLE LINE) NUMBER Z W 24 x16" (DOUBLE LINE) - _ _ - SECTION CUT Ill _ DUCTWORK OR EQUIPMENT TO - -------------.-_--- (SING[E LINE) BE DEMOLISHED (DOUBLE LINE) ACCESS DOOR (AD) ACCESS PANEL (AP) REFERENCED U) U_ z (SINGLE LINE) SHEET NUMBER w Q U) O F U1 (DOUBLE LINE) ECCENTRIC TRANSITION - (FOT - FLAT ON — ---- ----- --- - O W TOP, FOB = FLAT ON BOTTOM) F = FIRE DAMPER H Cc t- (SINGLE LINE) �� (DOUBLE LINE) S = SMOKE DAMPER O O HUMIDISTAT, THERMOSTAT - CALLOUT REFERENCES w Q Q DH-01 AHU-01 a ? DEVICE, SEE SCHEDULES. FOB I � - h F AND S = FIRE AND SMOKE DAMPER - - - - - 0 (SINGLE LINE) SEE NOTES AND/OR SPECIFICATION FOR 0-G 0 - EXACT RATING AND MODEL NUMBERS �" (DOUBLE LINE) `® I /Z - CONCENTRIC TRANSITION ---- --- — -- - - POWER OR GRAVITY ROOF INTAKE/EXHAUST w = (SINGLE LINE) TURNING VANES IN DUCTWORK - - -- EQUIPMENT TAC NAME � _ (DOUBI F I NI) (`'INGLF LINE) AHU EQUIPMENT TAG SYMHOL; SEE EQUIPMENT SCHEDULES CI) IAD RISE (DOUBLE LINE) RISE OR DROP ARROW IN THE DIRECTION OF __________- _ -__ -____ 01 SEQUENTIAL EQUIPMENT IPMENT NUMBER FOR THE CAPACITY, TYPE, AND QUANTITY. co (SINGLE LINE) AIRFLOW - - - -- - - ----� RE&TANPLE Q r DROP � f x 24 x 12 � co ------ - -- - --- - DOUBLE z 1 o rl m CEILING SUPPLY DIFFUSERS, SOLID FILL Qr-]� ROUND LINE REPRESENTS BLANKED OFF AREAS. E:D 1 � 24"O 4-WAY 3-WAY 1.-WAY 2-WAY SUPPLY DUCT (RISE) (COR;.,-L2) (OPPOSED THROW) FLAT OVAL ----- — --- -- DF1AVM RETURN DUCT (RISE) ( IIti) 24"x12" TURN TURN TUFi`1 DOWN/UP FOR VARIOUS STYLES OF � CEILING RETURN GRILLE _ UP DOWN DUCTOORK CHECKED EXHAUST DUCT (RISE) — --- .— .-....- ---- ---- --- — - r� �-. RECTANGLE CEILING EXHAUST GRILLE DATE -- .. ---- -- — — �—� �—� 10„x6" July 31, 2002 SCALA FLEX DUCT �__D B /ROUND SILINFE SIDEWALL SUPPLY RETURN REGI.:TER, DIFFUSER, v �S NCTED - ---- -----. -- _------- - - - TURN TURN GRILLE. .ion NO. UP DOWN 00-D RL - 12-1 74"x16" (DOUBLE LINE) SPIN-IN FITTING SUPPLY -_---- - ---- -- SHEET- Ill LINEAR SUPPLY / RETURN mollo (SINGLE LINE) (DOUBLE LINT) Ti ---- --------- 365 45• ENTRY TRANSITION --- ^^ - - - --- - . —� BUf 1003-000000 Str 11 50, MBC2003-0004. 40 of 55- cw SHEETS 24"x t 6" (DOU9LE LINE) SPIN-IN FITTING RETURN (SINGLE LINE) (SINGLE LINE) NOTE: ALL SY',IBOLS LISTED ABOVE MAY NOT APPEAR ON THESF DOCUIv'FNTS. NOTICE. IF THE PRINT OR TYPE ON ANY TI I TIL III III t I I III III III I I I I I I III III III 1 I I I I I III III III I I III I I I'I I I III III III III I I i 1 I III III III III III III I' I III III III III III III III III III III 1 I I I I I I I I I I I I I I I I � IMAGE IS NOT AS CLEAR AS THIS NOTICc, �- - 11 ----_I -- ZI •31 - _ I 41 I— 1 - - - 01 I---!1-- _-- _-_.gL- - _ _-_ . .✓1 I - - - �� -_. - 11 1 �.l C� ► I .� r No 98 IT IS DUE TO THE QUALITY OF THE _ ORIGINAL DOCUMENT E 6Z 1RZ LZ efZ �Z fiZ E�Z �Z ifZ OjZ 6i 8t G�t 91t 91I fi((t ET Zt tt � �i 6 �8 I G �1111 4 TiI �£ � t To ��xi�w1 I ll I I 11lll IIIIIIIilll!III!VIII.IIII!IIIIIIi11�1111111111111111111III11111 �I11111IIIIII►1111111111111�iIIi>ll�llll►l�l ��li1 I�I��Illllllllllllllil► ►�iN1�i f 1 11111111III I VIII I� II I I�Illllllll!I�Illllil�111111111.�Illllllll!Illilll l�ll l ill 11 1� VIII illl 1111111 I�III �I II� V I I I Ill PART 1 - GENERAL PART 3 - EXECUTION NLIVMK*w MY RP56JE PRC Y R INDU37rRY 6TA NDAM 18 DFiAW_INCS ANPLaFgCIF�C__AT ,g 24 81i�T�TAL- 11C?WQW_(GONRWED) 3.1 C OORDIP4A N 3.5 MA__INTENAf� COt"MENT5 4-IS-m3 A. ALL EQUIPMENT AND MATERIALS FURNISHED & INSTALLED UNDER THIS SECTION A. CONSIDER ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS ASA A. CUTTING AND REPAIRING: INCLUDE IN THE WORK ALL CUTTING AND REPAIr11NG A. THE CONTRACTOR SHALL SUBMIT INFORMATION FROM THE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. WHOLE AND PROVIDE WORK OF THIS SECTION AS SHOWN ANYWHERE THEREIN. 5. ALI._ ROUND DUCT WORK IN EXPOSED AREAS SHALL BE SPIRAL ROUND NECESSARY AND REQUIRED FOR THE INSTALLATION REPAIRING SHAD. BE MANUFACTURERS PERTAINING TO A LUBRICATION MAINTENANCE SCHEDULE, PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE JOB. ABSOLUTE AND PAINTED PER ARCHITECTS DIRECTION AND COLOR REQUIREMENTS. PERFORMED BY CRAFTSMEN SKILLED IN THE TRADE INVOLVED, IN A MANNER ALONG WITH ANTICIPATED BEARING LIFE. RELIABILITY AND LOW 1. SHEET METAL DUCTWORK: ALL SHEET METAL DUCTWORK SHALL BE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE PAINT ALL EXPOSED HANGERS AND SEISMIC RESTRAINTS. SATISFACTORY TO THE OWNER. MAINTENANCE WILL BE A, STRONG CONSIDERATION IN FAN SELECTION. FABRICATED IN ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE EVERY EFFORT HAS BEEN MADE TO COORDINATE THE LOCATIONS OF EQUIPMENT .� INCLUDE THIS INFORMATION IN THE O&M MANUAL. AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING COVERED UNDER OTHER SECTIONS OR DIVISIONS OF THESE SPECIFICATIONS, IT IS 6. INSTALL ADDITIONAL DUCT REINFORCEMENTS AND SEISMIC BRACING AS B. CONGESTED AREAS: C ENGINEERS (ASHRAE) AND THE SHEET METAL AND AIR CONDITIONING NATIONAL THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT REQUIREMENTS PER SMACNA. ASSOCIATION (SMACNA) AND MEET THE MINIMUM REQUIREMENTS OF NEPA 90 GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL INFORMATION AND REPORT ANY 1. ALL CONDITIONS INVOLVING WORK UNDER THIS DIVISION AND OTHER 3.6 EOIIFWNT INSTALLATTON AND NFPA 91. DISCREPANCIES BEFORE SUBMITTING BID OR FABRICATING AND INSTALLING WORK. SECTIONS SHALL. BE COORDINATED IN ADVANCE OF INSTALLATION. 7. PROVIDE A 11" DUCT TEST OPENING WITH CORK - TO BE LOCATED A. SET ALL EQUIPMENT IN PLACE ALLOWING FOR EASY ACCESS TO ALL PARTS 2. FIRE DAMPERS AND EXPLOSION PROOF EQUIPMENT: ALL FIRE DAMPERS AND WHERE AIR MEASUREMENTS ARE REQUIRED FOR BALANCING THE 2. DIFFERENCES OR DISPUTES CONCERNING COORDINATION, INTERFERENCE OF THE EQUIPMENT. DO NOT BLOCK ACCESS TO ANY ACCESS DOORS, PULL ------- EXPLOSION PROOF EQUIPMENT SHALL HAVE AN UNDERWRITERS' 1.7 _TIION BY QMFFj SYSTEM. OR EXTENT OF WORK BETWEEN SECTIONS SHALL BE DECIDED BY SPACES OR PArtTS REQUIRING ACCESS FOR MAINTENANCE (48" MINIMUM OR i LABORATORIES, INC. (UL) APPROVED LABEL. A. WORK MAY BE INSPECTED AT ANY TIME BY THE OWNER OR HIS REPRESENTATIVE. OWNER/GENERAL CONTRACTOR/CONSTRUCTION MANAGER, REFER 10 MANUFACTURERS RECOMMENDATIONS). SHALL - 3. FILTER MEDIAS FILTER MEDIA SHALL AS A MINIMUM REQUIREMENT BE RATED WORK COVERED OR CONCEALED BEFORE BEING INSPECTED AND APPROVED SHALL B. PROVIDE ALL ANCHORS AND SUPPORTS FOR PROPER INSTALLATION ON CLASS 2 BY UNDERWRITERS' LABORATORIES, INC. BE OPENED AND UNCOVERED UPON REQUEST, C. COORDINATION WITH OTHER DIVISIONS: COORDINATE ELECTRICAL INIERLOCKS OF EQUIPMENT. UNLESS NOTED OTHERWISE, ALL MATERIALS USED FOR !. MECHANICAL EQUIPMENT WITH THE ELECTRICAL DIVISION. ANCHORING AND SUPPORTS SHALL BE GALVANIZED. 4• DUCT INSULATION: DUCT INSULATION SHALL COMPLY WITH REQUIREMENTS OF 2.5 CIES AI�_J�1�J�RS NFPA-90A. 1.8 OW-WITTAL DATA D. PROVIDE, CAUSING NO DELAY, ALL REQGiRED SL=EVES, CHASES, CONCRETE A. FURNISH ALL DIFFUSERS, REGISTERS AND GRILLES WITH A BAKED ON, NON-GLOSSY INSERTS, ANCHOR BOLTS, ETC„ BEFORE CONCRETE IS POURED. BE RESPONSIBLE 37 71� W E 5. FLEXIBLE DUCTWORK FLEXIBLE DUCTWORK SHALL COMPLY WITH PRIME COAT. FOR CORRECT LOCATION AND INSTALLATION OF SAME. J REQUIREMENTS OF NFPA-90A. A. SUBMIT FOR APPROVAL ALL ATTACHMENTS TO STRUCTURE, ARCHITECTURAL ACCESS A. IDENTIFY EACH FAN, PUMP, NEAT EXCHANGER, AIR HANDLER, MOTOR, MOTOR o PANELS, ALL FIXTURES AND PIECES OF EQUIPMENT SUBMITTALS SHALL INCLUDE DUCTWORK AND ACCESSORIES,BE INSTALLED O B. GRILLES AND DIFFUSERS SHALL MATCH ALL QUALITIES OF THOSE SPECIFIED ON THE E. INFORMATION TO OTHER DIVISIONS: PROVIDE TEMPLATES, INFORMATION AND STARTER, AND SIMILAR EQUIPMENT. ALL EQUIPMENT SHALL HAVE PLATEf3S OR RIES, INSULATION,, FANS, AND THE JOB. DRAWINGS INCLUDING APPEARANCE, THROW, NOISE LEVEL, ADJUSTABILITY, ETC. INSTRUCTIONS 10 OTHER DIVISIONS TO PROPERLY LOCATED HOLES AND OPENINGS TAGS THAT REFERENCE THE MAINTENANCE MANUALS AND THE REQUIRED Cl `� ani 1.2 $QQP� OF WORK MOTORS. PROVIDE TAN CURVES, OPERATING CHARACTERISTICS, CAPACITIES, ETC., FOR REFER TO GRILLE , REGISTER, AND DIFFUSER SCHEDULE FOR PROPER COLOR. TO BE CUT OR PROVIDED FOR MECHANICAL WORK. ROUTINE MAINTENANCE ACTION TO BE PERFORMED ON THE EQUIPMENT. I O � M ALL EQUIPMENT. PROVIDE ALL REQUIRED SUBMITTAL DATA IN ONE COMPLETE SET, COORDINATE AND APPROVE COLOR WITH ARCHITECT BEFORE INSTALLATION MATCH O BOUND AND INDEXED BY CATEGORY, USE, FTC. CLEARLY IDENTIFY IN THE SUBMITTAL Q o A. FURNISH AND INSTALL ALL AIR DISTRIBUTION EQUIPMENT AND ASSOCIATED ALL CAPACITIES, OPTIONS, AND CRITERIA REQUIRED TO DETERMINE THE FRAME TYPE WITH ACTUAL SURFACE, VERIFY SURFACE BEFORE PURCHASING N 31 ACCESSORIES AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. ALSO PERFORMANCE OF THE EQUIPMENT. DEVICES. 32 LATION RE-Ol11REMENT4 3 U u x VI 3.8 SENERAL EQUIPMENT NVSTAL ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED THAT IS NECESSARY TO 26 R FYwil F[Yz4E A. PROVIDE SEISMIC RESTRAINTS PER SMACNA AND UBC, OR PER LOCAL AUTHORITY W 0) 4c PROVIDE A COMPLETE SYSTEM, HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. A. POSITION EQUIPMENT TO RESULT A GOOD APPEARANCE AND PROVIDE EASY � c �Y SAA P.�4Q�TEi ACCESS TO ALL COMPONENTS FOR MAINTENANCE AND FOR TUBE REMOVAL OR ' B. PLACE ALL SLEEVES, HANGERS, SUPPORTS AND OPENINGS FSR WORK UNDER THIS A. FLEXIBLE CONNECTIONS SHALL BE PROVIDED ON ALL ROTATING OR VIBRATING .. SECTION. FLASH ALL WALL PENETRATIONS FOR WORK PERFORMED IN THIS SECTION. A. EMPLOY ONLY EXPERIENCED COMPETENT AND PROPERLY EQUIPPED PERSONNEL ON EQUIPMENT AND AT THE INLET AND OUTLET OF EACH FAN AND WHERE SHOWN ON OTHER REPAIRS. INSTALL THE PIPING AND PIPE LINE ACCESSORIES SO THEY w COORDINATE ALL ROOT PENETRATIONS WITH ROOFING CONTRACTOR. THE DRAWINGS. PROVIDE FLEXIBLE CONNECTIONS LISTED FOR EXTERIOR LOCATIONS DO NOT INTERFERE WITH EQUIPMENT ACCESS. INSTALL EQUIPMENT ISOLATION w o FYI. THE JOB. PROVIDE HIGH QUALITY WORKMANSHIP IN THE INSTALLATION Of EOIIPMENI 33 (SS U (� CC «. IF EXPOSED TO WEATHER. VALVES IN SUCH A MANNER TO Al-LOW COMPLETE MAINTENANCE AND H- L m C. PROVIDE CARPENTRY, MASONRY, CONCRETE AND METAL WORK REQUIRED FOR WORK AND MATERIALS, USE ONLY NEW MATERIALS IN PERFECT CONDITION EXCEPT THOSE DISASSEMBLY OF EQUIPMENT WITHOUT HAVING TO REMOVE EOUIPMENT O c m m r OF THIS SECTION, EXCEPT WHERE SPECIFICALLY CALLED FOR UNDER OTHER SPECIFICALLY INDICATED TO BE RF-USED A. GENERAL ISOLATION VALVES. Q Z c DIVISIONS. 27 FLJFAIr 0 00 1. ALL DUCTWORK SHALL DE DELIVERED AND STORED IN SUCH A MANNER B. INSTALL EQUIPMENT IN A LOCATION THAT IS LEVEL, SECURE, AND FREE OF a. N D. COORDINATE WITH WORK PERFORMED UNDER OTHER DIVISIONS. COORDINATE WORK 1.10 ChEA" A. FILTERS AND FRAMES IN THE AIR HANDLING UNITS ARE TO BE FURNISHED WITH THE AS TO KEEP THE INTERIOR OF THE DUCT CLEAN. DUCTWORK SHALL MOISTURE. PROVIDE SHIMS, ANCHORS, SUPPORT STRAPS, ANGLES, AND J m -` DONE f0 ACCOMMODATE REQUIREMENTS OF THIS DIVISION TO ENSURE ADEQUACY OF UNIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE FILTER MEDIA NOT BE INSTALLED WHEN DUST OR DIRT IS BEING BLOWN THROUGH GROUTED BASES AS REQUIRED TO ACCOMPLISH THIS, v ; wXi, SPACE AND PROPER LOCATION, a FLUSH PIPES AND DUCTS FREE FROM FOREIGN SUBSTANCES BEFORE INSTALLING CARTRIDGES SPECIFIED HEREIN AND INSTALL THE FILTER MEDIA FURNISHED WITH THE AREA DURING INSTALLATION. HUNG SECTIONS OF DUCT SHALL BE Co VALVES, STOPS, OR MA'<ING FINAL CONNECTIONS. CLEAN ALL PIPING AND THE EQUIPMENT PROVIDED CHANGE OF FILTERS IF UNITS ARE RUN DURING SEALED AT THE END OF EACH WORK DAY 50 THAT NO INTRUSION OF C. ONLY USE GALVANIZED OR ,ADMIUM PLATED SCREWS, NUTS, BOLTS, RODS, E. PROVIDE CUTTING AND PATCHING AS REQUIRED FOR EXECUTION OF WORK EQUIPMENT BEFORE INSTALLATION IS ACCEPTLD BY THE OWNER. FURNISH AND CONSTRUCTION. DUST AND DIRT OCCURS. AND WASHERS. AFTER FABRICATION, HOT DIP GALVANIZE UNFINISHED FERROUS • PERFORMED UNDER THIS SECTION NORMAL FRAMING AND BLOCKING SHALL BE INSTALL VALVED CQNNECT0NS 10 PIPING SYSTEMS TO FACILITATE ^LEANING OTHER ITEMS FOR OUTDOORS USE, BELOW GRADE INSTALLATIONS OR OTHER AREA', w COORDINATEC WITH THE GENERAL CONTRACTOR FOR WORK TO BE COMPLETED THAN FOR EQUIPMENT CONNECTIONS. SFE SPE:CiF',^, CLEANING SPECIFICATIONS IN B. ALL REFERENCES TO EFFICIENCIES AND PERFORMANCE ARE BASED ON ASHRAE 2. ALL DUCTWORK SHALL BE STORED ON SITE WITH ALL OPENINGS SUBJECT TO MOISTURE. UNDER 1'ilS DIVISION. EACH SECTION. STANDARD 52-76. ALL FILTERS SHALL BE UL LISTED CLASS 2. ALL METAL COVERED AND TAPED TO PREVENT THE INTRUSION OF DUST AND DIRT. SURFACES SHA'.L HAVE CORROSION RESISTANT COATINGS. D. INSTALL ALL EQUIPMENT PER MANUFACTURERS' RECOMMENDATIONS, F. DAMAGE THAT OCCURS DUE EO WORK OF THIS DIVISION CAUSED BY LEAKS, BREAKS, 3. ANY DUCTWORK UNCOVERED DURING A WORKING DAY SHALL BE �kEp PROFF DISCHARGE OF NORMAL WORK OF CONTRACT, INADVERTENT ACTS, ETC„ ARE THE till OPEFATINO-AND MAIENAN 2,8 D, T BEALEFi3 RE-COVERED BEFORE THE END OF THAT WORKING DAY. \c�"I AG I N EF S . ? = RESPONSIBILITY OF THIS CONTRACTOR. DAMAGED MATERIAL OR EQUIPMENT SHALL 4. THE SIMPLE COVERING OF QUANTITIES OF DUCTWORK WITH PLASTIC CO 354 � BE REPAIRED OR REPLACED WITH LIKE MATEkIAI TO THE SATISFACTION OF THE A. PREPARE AND SUBMIT COMPLETE OPERATING MAINTENANCE MANUAL FOR EACH PIECE A. 'DUCTS SHALL_ BE SEALED WITH UNITED DUCT SEALER. DUCT TAPE WILL NOT BE SHEETS SFIALL h10T BE AN ACCEPTAB MAN F P 3.9 OONTfi4LS OWNER AND/OR OWNER'S REPRESENTATIVE. REPAIRS OR REPLACEMENT WORK LE E S 0 ROTECTION THE 7r OF EQUIPMENT INSTAI LED. PROVIDE WITH COMPLETE AND REVIEWED BALANCE ACCEPTED. l SHALL BE DONE BY CRAFTSMEN SKILLED IN THE TRADE OF THE WORK INVOLVED OPENINGS IN EACH PIECE SHALL BE COVEP,ED AND TAPED. I REPORT, PROVIDE MANUFACTURERS EQUIPMENT WARRANTIL: IN EHE O&M MANUAL. A. PROVIDE CONTROLS AS DESCRIBED IN THESE DRAWINGS. CONTRACTOR SHALL J AND SHALL BE APPROVED BY THE OWNER AND/OR OWNER'S REPRESENTATIVE. PROVIDE CONTRACTORS WARRANTY I-ETTER WITH THE NAMES AND PHON"_ NUMBERS 29 jk=690F1Eq IN THE O&M MANUAL, 5. ALL DUCTWORK SHALL BE INSTALLED AS DIMENSIONED ON THE BE RESPONSIBLE FOR PROVIDING THE ACTUAL WIRING DIAGRAMS. 4foREcoN DRAWINGS WITH FIELD ROUTING VERIFICATIONS, AND IN r,CCORDANCE CONTRACTOR SHALL PROVIDE ALL NECESSARY COMPONENTS AND ACCESSORIES Ar 21,'g� 1.3 MQ_TEC.TIQN,_0TQF3Ac3E�A_ _ ELPASff A. IIRE DAMPERS SHALL BE FURNISHED WITH FUSIBLE LINKS AND CHAINS AND SHALL WITH THE SPECIFICATIONS. REQUIRED FOR A COMPLETE INSTALLATION THAT SHALL OPERATE PER THE NT.8IN 112 SITE CLEAN-VF MEET ALL REQUIREMENTS OF LOCAL. CODES AND U.l,; THIS SHALL INCLUDE EHE "SEQUENCE OF OPERATION", L, a ;IEEL SLEEVE, WHERE REQUIPED, AT FIRE WALLS. PROVIDE ONE FUSIBLE LINK FOR 6. CLEAN ALL INTERIOR & EXTERIOR DUCTWORK OF DUST AND DIRT AS IT A, PROVIDE NECESSARY STORACE AREAS AT THE SITE FOR SAFE STOF 4CI EACH 6 SQUARE FEET OF DAMPER OR FRACTION THEREOF. DAMPERS SHALL BE IS INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT B. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL WORK MATERIALS PROVIDE SHOP AREA ELSEWHERE ON SITE THA-DOES i, NTERFERE A. AFTER ALT. OTHER WORK HAS BEEN ACCOMPLISHED, CLEAN ALL EXPOSED, PIPING, RATED AND APPROVED BY UNDERWRITERS' LABORATORIES, RUSKIN IBD2 OR AIR AND EMPLOY ANY AND ALL MEANS NECESSARY TO INSURE THAT ALL ASSOCIATED WITH THE CONTROLS, INCLUDING CONDUIT, WIRING, AND FINAL st y WITH WORK, FOR SAFE OPERATION OF TOOLS. REMOVE THESE FACIL,'t+ AND DUCTWORK, FIXTURES, EQUIPMENT AND SUPPORTS OF CONSTRUCTION DUST, DIRT, BALANCE #119 STYLE B OR C, FOR WALL AND FLOOR INSTALLATION; RUSKIN CFD DUCT SYSTEMS ARE INSTALLED AND MAINTAINED CLEAN AT AI,1 IIMES, CONNECTIONS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL POWER RESTORE AREA(S) TO ORIGINAL CONDITION AT COM'LE TI;1N OF PROJECT, AND DEBRIS, OR TERRI MODEL FD30-AS-R FOR CEILING INSTALLATION. INSTALLATION SHALL WIRING. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWCR WIRING, CONFORM WITH UBC SECTION 713 REQUIREMENTS 7. TEST THE MEDIUM VELOCITY AND LOW VELOCITY DUCTWORK TO THE CONTROL WIRING MAY BE SUB-CONTRACTED TO THE ELECTRICAL CONTRACTOR, O4 B. PROTECT FOUIPMF.NT AND MATERIALS FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT B. LEAVE ALL AREAS INVOLVING MECHANICAL WORK IN A CLEAN CONDITION DESIGN OPERATING PRESSURE PER SMACNA. ALLOW LEAKAGE RATES AS IF DESIRED. AND THE ELEMENTS FROM THE TIME THEY ARE SHIPPED BY THE MANUFACTURER TO SATISFACTORY TO THE OWNER. y THE TIME THE BUILDING IS ACCEPTED BY THE OWNER. B. COMBINATION FIRE/SMOKE DAMPERS: "RUSKIN", FSD SERIES MINIMUM LEAKAGE PER THE ASSOCIATED AIR BALANCE COUNCIL (AABC). • CLASSIFICATION OF II, CONFORMING TO UL SSSS CLASSIFICATION (OR PREFCO 310 C. ARRANGE DELIVERY OF PRODUCTS IN TIMELY FASHION TO COORDINATE WITH WORK PART 2 - PRODUCTS EQUAL). PROVIDE WITH FACTORY MOUNTED 120V ACTUATOR. INSTALLATION SHALL B. SHEET METAL DUCTWORK; PROGRESS. CONFORM 10 UDC ARTICLE 713.10 REQUIREMENTS. A. PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO PERFORM D. DELIVER PRODUCTS IN THE MANUFACTURER'S ORIGINAL PACKAGING WITH IDENTIFYING 21 MgNA _MpL7EL C. ALL DAMPER SHAFTS SHALL BE EXTERNALLY MARKED (GROOVED PARALLEL TO 1. INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATEST ASHRAE AND TESTS. LABELS INTACT AND LEGIBLE, LEGIBLY IDENTIFY UNITS OR ITEMS AS TO INSTALLATION DAMPER POSITION) INDICATING DAMPER BLADE POSITION. SMACNA RECOMMENDATIONS. PROVIDE VARIATIONS IN DUCT SIZE (WITHOUT DIMINISHING SYSTEM PERFORMANCE) AND ADDITIONAL DUCE B. PROTECT VALVES AND EQUIPMENT FROM DAMAGE DURING TESTS. INCLUDE f ,� LOCATION AND/OR DRAWING DESIGNATIONS TO PERMIT CHECK BY OWNER'S A. TRADE NAMES ARE USED TO ESTABLISH STANDARDS. EQUIVALENT PRODUCTS FROMFITTINGS AS REQUIRED TO CI_b1R OBSTRUCTIONS AND MAINTAIN CONNECTION TO PREVIOUSLY TESTED SECTIONS, IF THE SYSTEMS ARE TESTED 1 , REPRESENTATIVE AGAINST APPROVED MATERIAL LIST AND SHOP DRAW NGS. OTHER MANUFACTURERS MAY BE SUBSTITUTED AFTER SUBMITTAL IS REVIEWED AND D. PROVIDE ACCESS DOORS (12"02" MINIMUM; WIP; VENTLOCK #202, #310 LATCH6 CLEARANCES. IN SECTIONS. APPROVED BY THE ENGINEER, AND #260 HINGES) FOR ALL DAMPERS OTHERWISE INACCESSIBLE, FIRE DAMPERS " E. IMMEDIATELY UPON DELIVERY INSPECT SHIPMENT(S), INCLUDING OWNER FURNISHED AND OTHER, COMPONENTS OF THE SYSTEM, INSUL.AT-D TYPE IN INSULATED DUCTS, 2. INSTALI DUCTS WITH ZINC DICHROMATE IRON HANGERS FASTENED TO C. SUBMIT TO THE OWNER, FOR APPROVAL, A LOG (BALANCE REPORT) OF ALL ITEMS, TO ASSURE THAT PRODUCTS ARE UNDAMAGED AND IN ACCORDANCE WITH B. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL CHANGES DUE OVERHEAD CONSTRUCTION, HANGERS SHALL BE IN CONFORMANCE WITH TESTS MADE WHICH SHALL INCLUDE DATE, TIME, TEMPERATURE, PRESSURE SPECIFICATION REQUIREMENTS. SHOULD THE PRODUCT BE DAMAGED OR NOT IN TO SUBSTITUTIONS OR ALTERNATES TO THE DESIGN DRAWINGS, E. MANUAL DAMPERS SHALL BE SINGLE OR OPPOSED BLADE TYPE AS INDICATED ON SMACNA, ASHRAE AND UMC REQUIREMENTS. AND OTHER READINGS NECESSARY TO INDICATE THE SYSTEMS HAVE BEEN COMPLIANCE WITH REQUIREMENTS, IMMEDIATELY REPAIR AS DIRECTED OR APPROVED AREAS OF COORDINATION CONCERN INCLUDE BUTNOT LIMITED TO; THE DRAWINGS AND SHALL BE COMPLETE WITH EXTERNAL LOCKING QUADRANTS, OPERATED AND TESTED IN THE MANNER OUTLINED IN THE CONSTRUCTION OR ORDER REPLACEMENT AT NO INCREASE IN CONTRACT SUM. DIMENSIONS, STRUCTURAL. IMPACTS, ELECTICAL CHARICTERISTICS, ETC... THIS DOCUMENTS. TESTS SHALL BE OBSERVED AND SIGNED-OFF BY OWNER OR CONTRACTOR WILL BE RESPONSIBLE FOR ANY INCREASE IN PROJECT COST OR F. FLEXIBLE DUCT SHALL BE "THERMA FLEX" TYPE GKM OR APPROVED EQUAL. DUCT C. ACCESSORIES: C.y OWNER'S REPRESENTATIVE. F. REPLACE LOST OR DAMAGED MATERIALS AND EOUIPMENT AT NO INCREASE IN IMPACT TO SHEDULE DUE TO THESE SUBSTITUTIONS. SHALL BE FACTORY MADE USING COATED STEEL HELIX SPRING WIRE PERMANENTLY w CONTRACT SUM. BONDED TO A COATED WOVEN FIBERGLASS COVER, MAXIMUM INSTALLED LENGTH OF 1. FIRE DAMPERS: INSTALL FYPE B FUSIBLE LINK FIRE DAMPERS FULL 3.11 � � w FLEX DUCT SHALL BE 6 FEET. DUCTS SHALL MEET THE REQUIREMENTS OF NFPA SIZE OF DUCT AT POINTS WHERE SHOWN OR REQUIRED. ,,^^ G. PROTECT NEW AND EXISTING BUILDING STRUCTURES AND ADJACENT FINISHED 22AJAM 90A, AND UL181, CLASS 1, v� SURFACES DURING CONSTRUCTION PATCH, REPAIR AND REFINISH EXISTING FINISHED 2, MANUAL VOLUME DAMPERS: PROVIDE VOLUME DAMPERS WHERE A. ADJUST ALL EQUIPMENT AND SYSTEM COMPONENTS AS SCHEDULED ON DRAWINGS, OR AS REQUIRED, TO RESULT IN THE INTENDED SYSTEM OPERATION, INDICATED ON THE DRAWINGS. INSTALL SINGLE BLADE VOLUME L.t.! O SURFACES DAMAGED BY WORK UNDER THIS DIVISION TO MATCH ADJACENT A, FURNISH 'UL' LABELED AND LISTED MATERIALS AND EQUIPMENT EXCEPT WHEN 210 AR�CT'URAL �1CS��.ANM��B DAMPERS OF 16 GAUGE GALVANIZED STEEL WITH CONTINUOUS SYSTEMS SHALL BE INSTALLED, TESTED, AND ADJUSTED TO PERFORM AS � UNDISTURBED AREAS, PATCHING, REPAIR AND REFINISHING SHALL BE PERFORMED BY EQUIPMENT IS OF A TYPE FOR WHICH LABELING OR LISTING SERVICES ARE NOT ' O Q w CRAFTSMEN SKILLED IN THE SECTIONS INVOLVED, SECURED TO SUITABLE SUPPORT BEARINGS SCORE ENDS OF DAMPER DESIGNED BY THE ENGINEER. AVAILABLE FROM 'UL', A. WHERE REQUIRED: WHEREVER A PIECE OF EQUIPMENT IS INACCESSIBLE AND SHAFT TO INDICATE POSITION OF DAMPER BLADE. INSTALL DAMPER p T REQUIRES ACCESS FOR MAINTENANCE, REPAIR OR ADJUSTMENT. INSTALL AS WITH SUFFICIENT CLEARANCE FROM DUCT TRANSITION AND/OR OTHER Q 1.4 FEES 23 F�1±113NC9 AND PAIfVTNd�i REQUIRED FOR ACCESS TO FIRE AND SMOKE DAMPERS. EQUIPMENT TO AVOID BINDING. 3.12 STAffR P SES,$ -� (L) o z Q A. SECURE AND PAY FEES FOR PERMITS, LICENSES, INSPECTIONS AND ROYALTIES A, PROVIDE ALL EQUIPMENT WITH A FACTORY FINISH. TOUCH UP ANY CHIPS OR B. PHYSICAL PERFORMANCE: SIZE IS DEPENDENT UPON THE RELATIONSHIP OF THE UJ -` 3. ACCESS DOORS: PROVIDE INSULATED ACCESS DOORS IN DUCTWORK A. PRIOR TO STARTUP, ENSURE THAT THE SYSTEMS ARE CLEAN AND READY, � W REQUIRED FOR WORK Or THIS DIVISION. SCRAPES THAT MAY OCCUR DURING HANDLING AND INSTALLING,. DOOR TO THE PRODUCT BEING SERVICED. THEREFORE, WHERE NOT NOTED ON THE AND FURRING FOR EACH FIRE DAMPER OR INSULATED ACCESS DOORS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PROPER EQUIPMENTT F RELIEF AND SAFETY VALVES. = DRAWINGS, THE SIZE OF THE DOOR SHALL BE SELECTED TO PROVIDE CONVENIENT IN INSULATED DUCTS. PROVIDE PER SMACNA, 'UL' LISTING AND ALL ROTATION, PROPER WIRING, AUXILIARY CONNECTIONS, LUBRICATION, VENTING W Q B. UNLESS ITEMS ARE FACTORY FINISHED, PROVIDE ONE PRIME COAT ON ALL PIPE, ACCESSCCESS T f- TO ITS CONTENTS. THE FRAME SHALL HE FLUSH MOUNTED AND SHALL BE RELATED CODES. CONTROLS, ALL FILTERS AND PROPERLY SET REL 1.5 TIOfVsB ANO FAIVDAFOS HANGER ASSEMBLIES, SUPPORTS, EQUIPMENT AND ACCESSORIES FURNISHED UNDER SUITABLE FOR THE BUILDING SURFACE IN WHICH IT IS BEING MOUNTED. PROVIDE F- I� THIS DIVISION. FURRING AROUND THE DOOR FRAME AS DIRECTED WHERE THERE IS INSUFFICIENT 4 Cn -• A. WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE RULES AND DEPTH TO ALLOW A FLUSH MOUNTED FRAME AND DOOR. THE DOOR SHALL BE 3,4 FILTERS B. START AND OPERATE ALL SYSTEMS AS REQUIRED. ENSURE CONTROLS ARE F'1NCTIONING PROPERLY. INSTRUCT OWNER OR OWNERS REPRESENTATIVE ON 9 REGULATIONS OF THE IATEST ADOPTED EDITION AND ALL AMENDMENTS OF THE STEEL, OR STAINLESS STEEL AS INDICATED, AND OF SUFFICIENT GAUGE 70 PREVENT hROPER OPERATION AND MAINTENANCE. PROVIDE COMPLETED AND ENGINEER 24 8HEET METAL.DUCTW�K PERMANP.T DEFLECTION FROM NORMAL USE. PROVIDE FIRE RATED DOORS WHEN �-; M Lo FOLLOWING: LOCATED IN FIRE RATED SURFACES. A. PRIOR TO INSTALLING FILTER MEDIA IN AIR HANDLING UNITS, CHECK REVIEWED 0 & M MANUALS. Q �. ♦"' 1, UNIFORM BUILDING CODE (UBC) A. GENERAL_: CONSTRUCT AND INSTALL ALL AND SEAL ALL GAPS OR CRACKS PRESENT IN THE FILTER FRAMES.SHEET METAL DUCTWORK IN ACCORDANCE w WITH THE LATEST UMC, ASHRAE AND SMACNA RECOMMENDATIONS, USING GALVANIZED C. FURNISH DOORS TO SUBCONTRACTORS FOR INSTALLATION AND COORDINATE B. INSTALL ALL FILTER MEDIA PRIOR TO STARTING SYSTEMS. VACUUM 2. UNIFORM MECHANICAL CODE (LIME) LOCATIONS. PROVIDE WITH PRIME COAT AND FIELD PAINT AS DIRECTED BY 3. UNIFORM PLUMBING CODE (UPC) SHEET METAL_ HAVING A ZINC COATING OF 0.90 OZ. PER S0. FT. EACH SIDE PER 3.13 WARRANTY 4. UNIFORM FIRE CODE (UFC) ASTM-A525, G-90, UNLESS STATED OTHERWISE. ALL DUCT SHALL BE 24 GAUGE OR ARCHITECT. CLEAN ALL AIR HANDLERS PRIOR TO RUNNING UNITS AND INSTALLING FILTERS. 5, ANY OTHER APPLICABI E FEDERAL, STATE, AND LOCAL LAWS, AND REGULATIONS. GREATER (1.0 LB / STD. FT., 0.0239" NOMINAL THICKNESS), A. THE CONTRACTOR SHALL WARRANTY HIS WORK FOR A PERIOD OF ONF YEAR 6. SMACNA - SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION 1 211 DUCT INL3lA.AION TFROM THE DATE OF COMPLETION. THIS INCLUDES WORKMANSHIP, MATERIALS, DRAWN 7. AMERICAN SOCIETY OF HEATING, REFRIGERATION, & AIR CONDITIONING ENGINEERS DUCT SIZE SHOWN ON LINED DUCT IS THE INSIDE DIMENSION. AND EQUIPMENT. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS AND (ASHRAE) 2A. INTERIOR CONCEALED SUP?LY DUCT, RETURN DUCT, AND OSA DUCT SHALL BE EQUIPMENT TO CORRECT ANY FAULTY INSTALLATIONS AND WORKMANSHIP. 8. NATIONAL. FIRE PROTECTION ASSOCIATION (NFPA) . THE THROAT RADIUS OF ALL BENDS SHALL BE 1-1/2 TIMES THE OIi�CK® WIDTH Of THE DUCT WHEREVER POSSIBLE AND IN NO CASE SHALL INSULATED WITH 1.5 INCHES OF 1.0 LB/CUBIC FOOT DENSITY DUCT WRAP WITH TRTI THE OWNER IS RESPONSIBLE FOR ROUTINE MAINTENANCE AND CARE, 9. ASSOCIATED AIR BALANCE COUNCIL_ (AABC) THE THROA_ RADIUS BE LESS THAN ONE WIDT-1 OF THE BRANCH DUCT. FOIL BACKED SCRIM FACE. SEAL JOINTS VAPOR TIGHT. INSTALL PER B. -- PROVIDE SOU� 'TYPE ELBOWS WITH DOUBLE THICKNESS AIR FOIL MANUFACTURER'S INSTRUCTIONS. DATE JU I �I -CC" TURNING VANES WHERE SPACE DOES NOT PERMIT THE ABOVE RADIUS, B. DO NOT CONSTRUE ANYTHING IN THESE DRAWINGS AND SPECIFICATIONS TO PERMIT OR WHERE SQUARE ELBOWS ARE SHOWN. SPIN-IN FITTINGS SHALL B. INTERIOR EXPOSED SUPPLY DUCTS, RETURN DUCTS, AND OSA DUCTS SHALL DE WORK NOT CONFORMING TO THESE REQUIREMENTS, THE REGULATIONS SHALL HAVE DAMPERS OF 26-GAUGE THICKNESS WITH LOCKING QUADRANTS. INSULATED WITH 1 0 INCHES OF 1.5 LB/CUBIC FOOT DENSITY DUCT LINER, LINER 45 NOTE!'' GOVERN WHERE THEY REQUIRE HIGHER STANDARDS OR ARE IN CONFLICT WITH THE SHALT_ HAVE EROSION RESISTANT AIR SIDE FACE. •TOS 11440. DRAWINGSAND SPECIFICATIONS. CONSIDER RULINGS AND INTERPRETATIONS OF THE 3. THE SLOPES OF TRANSITIONS SHALL BE NO GREATER THAN 30 00-DRL -12-' ENFORCING AGENCIES AS PART OF THESE SPECIFICATIONS. COMPLY WITH THE DEGREES FOR ALL DUCT SYSTEMS. C. EXTERIOR EXPOSED SUPPLY & RETURN DUCTS SHALL BE DOUBLE-WALLED, sl�T DRAWINGS AND SPECIFICATIONS SHOWING WORK EXCEEDING MINIMUM CODE INSULATED DUCTS. BOTH INNER AND OUTER SKINS WILL BE GALVANIZED 26 GA. REQUIREMENTS. 4. PROVIDE SLIP DRIVIL OR EQUIVALENT FLAT SEAMS FOR DUCTS EXPOSED (MINIMUM) INSULATION SHALL BE 1.5 INCHES OF 1.5 LB/CUBIC FOOT OF DUCT IN THE CONDITIONED SPACE OR WHERE NECESSARY DUE TO SPACE LINER. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND SMACNA STANDARDS. C. PROVIDE ALL WORK REQUIRED BY THE GOVERNING AUTHORITY, EVEN IF IT IS NOT LIMITATIONS. RUNOUTS TO GRILLES, REGISTERS OR DIFFUSERS ON mon 1 INDICATED ON DRAWINGS OR IN THE SPECIFICATIONS. IF REQUIRED WORK IS NOT EXPOSED DUCTWORK SHALL_ BE THE SAME SIZE AS THE OUTER SHOWN, SUBMIT A CONSTRUCTION PRICE FOR PROVIDING THIS WORK FOR APPROVAL PERIMETER OF THE CONNECTION FLANGE ON THE GRILLE, REGISTER OR Tigard Str. 11365 03-00050.MEC2003-0004:LIP20 PRIOR U PERFORMING ANY WORK. DIFFUSER. Lall of 53• OF eFl1ILEETd NOTICE IF THE PRINT OR TYPE ON ANY III III III III(I I! III III T i l 11 l i I l III I I T1111;r T T l T -T 1 I T I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 T" 1 1i I 1 11111 1I 11 � i1 � � � ► II � I � I IIIIiIII �� I � il ISI lIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1L l 1 I I 6 $ � l 1U 11 12 .�(� I l_ 3 zo5 _ ___ ____ ____ _I _ v__ _ __ _ _ _ _� _ __tI _ i I F IS DUE TO THE QUALM' OF THE 36 �, ORIGINAL DOCUMENT Il�lllllll�llll(lZllil�li 1I3I IZIII'I�IILIII ZIi I I�il9l I IZIIII�III ITllllll I1SLIZI III�II��EIIIZI I,I�I�III TI.II IZIIII�I IUII)IZII IIII8II,I[IIIIII$IIItIII,�IIIIIIIII�II8Iflilll I II 9VIIIIIII►IIIIIIIII�III1111 I�1II�ILZII�iIIII�II►i�ILTII►lIlll�.11illll II►III 8►II ll IIIjIS I III�I11111.L111.1�11II�1911IIlIl119l�U.Il lll>.1I 111r£ LILLE 824]� C UUfTll7ll!Y'i ll')INI I� REVISIONS �Y Rt U � R Y $. GENERAL NOTES --- -CURACY _ corl�'ENTs 4-18-03 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE Q 1 (2) 14"x6" EG-1 MOUNTED ON EITHER SIDE OF WALL, MOUNT AS JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS GH AS POSSIBLE. CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE 2 TYPE 1 HOOD TO BE PROVIDED BY OWNER. MECHANICAL TO COORDINATE THE LOCATIONS OF EQUIPMENT & DUCTWORK, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT CONTRACTOR TO INSTALL HOOD, AS WELL AS MAKE ALL CONTROLS REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL INTERLOCKS, AND CGNNECTIONS TO DUCT WORK SHOWN. PROVIDE EG-1 14"x6" INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING ALL TRANSITIONS NECESSARY TO MAKE HOOD OPERATIONAL. 100 CFM . .,...;.;",... .,,.,,.......,.�...,�_... BID OR FABRICATING AND INSTALLING WORK �3 6"0 SA FROM ABOVE, SEE SHEET M1.2 FOR CONTINUATION. 2) INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATEST ASHRAE O 8"0 SA FROM ABOVE, SEE SHEET M1.2 FOR CONTINUATION. 0 RTU-3 AND SMACNA RECOMMENDATIONS. PROVIDE VARIATIONS IN DUCT 11 - SIZE AND ADDITIONAL DUCT FITTINGS AS REQUIRED TO CLEAR 1 OBSTRUCTIONS AND MAINTAIN CLEARANCES. O 10"0 SA FROM ABOVE, SEE SHEET M1.2 f OR CONTINUATION. �1. 14"x10" RA FROM ABOVE, SEC SHEET M1.2 FOR CONTINUATION EF 6 07 10"x 10" GE UP, SEE SHFET M1.2 FOR CONTINUATION. 886EEggEO 10" EXHAUST UP, SEE SHEET M 1.2 FOR 1 CONNECTION TO OWNER SUPPLIED HOOD. S RECOMMENDATION FOR FINAL CONNECT i0N E 0 OCONTRACFABRICATE TYPE II KITCHEN HOOD, CONSTRUCT OUT m t OF 20 GAUGE 304 STAINLESS STEEL, AND MOUNT DIRECTLY TO o Lo CID CEILING ABOVE. HOOD DIMENSION TO BE 30"x24 PROVIDE r- N i I TRANSITIONS & DUCTWORK NECESSARY TO CONNECT TO EXHAUST O oMo �' FAN ON THE ROOF. SEE DETAIL. 7, SHEET M2.1. O `C m -ic S*AAE 10 12"x 14" GE UP. SEE SHEET M1.2 FOR CONTINUATION. F-- In 1v5 $F. V w x SEE SHEET M1.3 FOR + +3.0." F_LFv. 11 PROVIDE DUCTED OUTLET, SAME SIZE AS FAN OUTLET, WITH GRILLE a -11K MECHANICAL PLANS OF THIS AREA i LL .. OF SAME SIZE INSTALL AS HIGH AS POSSIBLE ON WALL. F_ m l 12 RISE 6"0 GE UP IN JOIST SPACE AND OUT LOUVER _ �- I ! 13 ROUTE DUCT IN JOIST SPACE OUT TO PLENUM STYLE DIFFUSER. V 0 SEE DETAIL 5, SHEET M2.1 FOR INSTALLATION DETAIL. i0 cr- N i M c 14 PROVIDE REMOTE T-STAT FOR ELECTRIC WALL HEATER, HEATER SHOWN ON SHEET M1.2. a- _ t N 1 � Z � I I a CLz I I i EF ! �! t0 p_ D PRpf 1 EG . 14" 6-,,,, 4"-x � N3 Ik .,. 5 4£'� s/yr __. I�RTU--4 12"04" GE OT RTU-1 RTU-2 M2.1 l - 10 9 5"0 GE OREGON / 4"`4r 21,�°� Pri i ` I CIV T. T R� .1f1 I M2,1 3 r .Sa I0 - - O TAC I Ii3 EF � 111 - SEE SHEET M1.3 FOR T M2.1 4 x1 a. ?0" 0" GE 'r -- -•-- i I ( O RTU-6 MECHANICAL PLANS OF THIRTU S EWH (2 TYP ) f � t AREA " 34 x12" SA �.`....� k �_ •...� ..� T E EF FnZI I M2.1 _G-1 14"x6" ' � � •� � ?5 CFM 6"0 GE T � � 3 EF RTU-4 M2.1 5 t 5 M2.1 C H I I I I I 1)"0 GE I \ �. .0 V F— fi Z w RG-1 24"x12" SD-2 12"X12" SD-2 12"X12" Q RG-1 24"x12" . .tinzr w 800 CFM 12 I / '� 150 CFM 1 O Q 15Q CFM " " 80 C M -1 14"x6" 1 14"00' RA 13 �� UJ Z 6 4"x`10" RA EG-•1 14' 6" 1 1 1 - 1 "x 1 ' I O l SD-2 12"x12" ? 225 CFM �/ 5 CFM SD 2 2 2 3 w O 6"0 SA 75 CFM T 75 CFM 6 �.� Z (� 3 _ Quj TT 13 _..._ SD-2 12"x12" ^ SD-2 12"x12" I EG-1_ 10"x10" 6"0 SA , [!, RTU-7 12"x12" !; . _ Q O EG-1 10"x`10" 225 CFM 350 CFM SD-2 CFM 100 CFM (2 TYP) I _ r —J U 225 ' _ O — ? 100 CFM (2 TYP) 13 I t3 J 8"0 ` 10"0 GE 8"e GE 8"0 SA 13 13 I 8"0 GE 10"0 GE C ~ -- -M-rte,: 14 T G S 14 T 4 .13� 8"0 SA - 4 i ,�i�«1 f 4 10"0 SA 8"l SA ~' 10"x10" GE EF 4 10"x10" GE 4E F 7 6 5� Q EF 4 cy) M2.1 2 M2.1 � r DRAWN CHECKED TRT DATE July 31 2002 SCALE A� NOTED I Jos No. 00-a,RL - 1-7 MAIN FLOOR HVAC SHISE'r SCALE: 1/8" = 1'-0" - min NORTH Tivard bb. 11365 BUP2003-00050,MEC2003-0004 42 of 51 Cw AFEETS I TII III II-I-1I III-I 1 III I I�II IIII IIli IIII I I�II III 1III 1III 1III 1 11II NOTICE: IF THE PRINT OR TYPE ON ANY li -III 1I I 1 Ill IIII III 1II-I 11-11 1! 1 1 III II�_I-I III III III 1III III I II-I II-I-I I I II Il l l l l l l ll!oI I�III�III I I 1I I I I LIII�III VI1II I 13 C) 4 5 8 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � - __ No 36 v I" J Il IS DUE TO THE QUALITY OF THE - -` ORIGINAL DOCUMENT s 167, 8ti til eti z tbz E,L ti ifti z Ki ei GI 81t 4�tIm sl zi II 1 6 8 G 9 I II1 �1� IIIIIIIIIII11111 III►IIf►I►1111111 T� IIII IIII111111111�1111�11fl� llllllllllllll I Illllllilllll�lll I I I 1. '1n I�VIAIONA SY R55UE PER S Y R.B. COMENT5 4-I6-03 M GENERAL NOTES: KEY NOTES: 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE `J INSTALL ON LANDING BETWEEN 1st & 2nd FLOORS. JOB. ABSOLUTE ACCURACY OF THE DRAWINGS AND SPECIFICATIONS CANNOT BE GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE 2� 3"0 COMBUSTION AIR, 3"0 INTAKE AIR FOR WATER HEATER, TO COORDINATE THE LOCATIONS OF EQUIPMENT & DUCTWORK, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT O MOTORIZED DAMPERS TO BE INTERLOCKED W/ T-STATS, SO WHEN REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS. CHECK ALL N UNIT IS IN OPERATION, DUCT PRESSURE DOES NOT BUILD UP I INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING N UNUSED UNIT. r:.' .",......"~:.........,.a":..,...",.:"..."n•»..�.,.."..".._.,... ."....:... .- . ...vw.,.",....,.,.:...........,....:.,.....:.....,ry,.n...�...._........,..,.,...�. ....".,,......,...... " ......:.......,.yam.. �..»,._.........•:..,...:... BID OR FABRICATING AND INSTALLING WORK. . . _..-. . .. ._ --_.. _-_ ..__..._. .. ......___..._._...._._. .....M_ .._ .__......._. ._ _......___..... _ .._.._....____..__ _. .....__....,_._•-- _- .... _...... _.. .._-___..... _-..._.._ ..".._.. ....__. . . ___...____ ..�.. _ .. ..- -- ... _._... __.. ._........_.._ ._ .... _. ....._... 4 DUST MOUNTED SMOKE DETECTORS PROVIDED & WIRED BY • 'r 2) INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATEST ASHRAE ELECTRICAL, INSTALLED BY MECHANICAL. — - AND SMACNA RECOMMENDATIONS. PROVIDE VARIATIONS IN DUCT SIZE AND ADDITIONAL DUCT FITTINGS AS REQUIRED TO CLEAR 5 6"0 SA DOWN, SEE SHEET M 1.1 FOR CONTINUATION. 18"0 - OBSTRUCTIONS AND MAINTAIN CLEARANCES. 1 -- - SU __ SD-1 14"@ SD-1- 14"0 SD-1 14"0 SD-�1 14"0 SD 1 14"0 � 6 8"0 SA DOWN, SEE SHEET M1.1 FOR CONTINUATION. 800 CFM X 14"0 SA 600 CFM 14 0 SA %600 CFM 14"0 SA 00 CFM 14"0 SA 600 CFM 14"0 SA 600 CFM 3) ALL MANUAL VOLUME DAMPERS WILL BE INSTALLED SO THAT THEY 10"0 SA DOWN, SEE SHEET M1.1 FOR CONTINUATION. CAN BE ADJUSTED. 07 10"0 18"0 cA 18"0 S I 8) 14"x10" RA DOWN, SEE SHEET M1.1 FOR CONTINUATION, "' SD-1 18"0 - 14"0 SA 14"0 SA 14"0 SA 14"0 SA 14"0 SA ! a 800 CFM � O 10"x10" GE DOWN, SEE SHEET M1.1 FOR CONTINUATION, RG-1 28"x28" _ W 2400 CFM I 10 WATER HEATER PROVIDED AND INSTALLED BY PLUMBING J u �A� CONTRACTOR. SEE PLUMBING CONTRACTOR FOR EXACT LOCATION 16'x26" RA S11 - '" �J BELOW AND VENTING REOUiREMENf; 24"0 RA T 11 14"x 12" GE DOWN TO h OOD BELOW. 00 O'er,., N k 12 14% 12" GE LIP TO FAN ABOVE. PROVIDE ALL TRANSITIONS o 31 �--� SD-1 18"0 REQUIRED FOR ALL ATTACHM[N TS TO FAN ABOVE. f^ � �' 3 39 SD-1 180 V) SD-1 14"0 SD-1 14"0 SD-1 14"0 SD-1 14"0 SD-1 14"0 800 CFM _ _ " 14"0 SA 140 SA 600 CFM X /800 FCFCM =� 14"0 SA 6O0 CFM 14"0 SA 600 CFM 14 0 SA 600 CFM 600 CFM ' h /1\ 13 34"x12" SA FROM B:=I 22"x22" SA IN VERTICAL, � 0) � I f L SEE SECTION 1 THIS SHEET Lu 1 e0 ,A 16m h �' M 16"0 SA 16"0 SA 16"0 SA 16"0 SA 16"0 SA j 14 20"x10" EXHAUST FRN TO 18"x18" EXHAUSTjIN VCRTICAL, SEE uj SE , Lu a� �' I V V cc LO m RG-1 ?8"x28" E :.400 CFM F � O < 16"x26" RA a: p og CL CV m 3 J M o Oz J SD-1 18"0 A SD-1 18"0 cl- 800 CFM `° 800 CFM 18"0 SA 18"0 SA 18"0 SA ,-18"0 SA 18"0 SA 14"0 SAH�, "; 14"0 SA SD-i, 14"0 14"0 SAS � SD-1 14"0 14"0 SA SD-1 14"0 14"0 SA SD-1 14"0 � w 5L i4 w 18"0 SA 180 600 CFM 600 CFM _ 3 600 CFM�31 600 CFM 6UO CCFM 4 M 4 24"0 SA S 24"0 D 24"0 SA Ep PRO RG-1 2 24"x24" T RG-1 (2) 24"x24"` ; V 3 5 4 1 5000 FMC 30"0 RA 1 (\3 28"0 RA 4000 CFM `r q F � 1 l RG-1 2 24"x24" `� 12 2000 CFM SD-1 14"0 SD-1 14"0 18'"0 SA SD-1 14"0 �1 OREGON (/q Y 21,t9t�1 4 488 CFM 488 CFM 488 CFM 1 N T.BPI 16"x24" RA SD Qj j 11 14 E 500 15"x15" Z 22"0 RA RG-1 2 28"x28" ` 500 CFM 2400 CFM I 1 laOSA a 140 14"0 SA �� S I ! 0 S 140 SA ! E? E 1 16"x26" RA 20"x10" GE F o " " 4 it QOS -2 16"x24" Q SD-2 5 x15" SD-2 15 x15 220 RA ! 15"x15" I " 500 CFM 500 CFM �- 3 500 CFM 22"0 RA a ~ i SD-1 14"0 5D-1 14"0 SD-1 14"0 SO I O t ra 3� " 1P ) SA 14 + 488 CFM 488 CFM � 1 488 CFM ! ��11�.zL 411 :n t r- I E 13 I 0 SA 0 4 a RG-1 ?. 24"x24" EXHAUST FANS 3 RG-1 (2_) 24%24" I 2000 CFM 4 BEYOND , 14"0 SA 4 2000 CFM 1Ln SD-SD-,2 15"x15" i j M I SD-2 15"x15" SD-2 15"x15" L ' F 1 3500 CFM 500 M .2 I 0 ; 500 CFM 22 RA �_,.. ,_ i COUNTER FLASHING SD-1 14"0 SD-1 14"0 vet 3 SD-1 14"0 ' ; I ft � ROOF CURB ' 1 0 SA 14 0 SA 4 0 SA 14 0 SA r ins pr,v�x " 488 CFN 488 CFM 1 488 CFM I -� F F T ��._ r _•. .....„ _ 1 " 2 - 5x15 4 � • --_ 1 1 ( • / --p}- ..�...„..,."....,�.r�... .�...,._.,...._.R...._-.�•.w-,q-� .- --- _-�--��-~_�-�_ 500 CFM I "�, -•' - 18 x18 EXHAUST I� Ii 2 — , i I fi- -- ._ " 18"x15," EXHAUST li. ( � IIIIIIIIIIIIIIIIIIN A ' ` __�. ___._ 2"x22" .SA-� 22"x22" SA.r � :� 14 0 S r "' `� 1 ? h i s 22"02" SA a RTU-8 �....._ _. O RTU-9 ......_.. _ ...__ .�_.. _..._ ,_ 14"0 RA N 22"x12" SA- -1 1 RG-1 12"x12" RG-- 8"x8" 1 RG--1 8"x8" RG-1 12"x12" 5 22'0 RA 16"x24 RA = - I e Ln g 800 CFM 200 CF 200 CFM 800 __ O - - tt4'JIGE W O 5 ><14 0 RA 18"0 RA 4 _,_.�-_. _ ,, s = 1 HOUR SHAFT w w ° Cr CC 14 A 14 0 A 16"0 SA 2 0 A. SD 1 "' A q.-___... r___ ____ t - w Q 2"0 SAS — 00 SA-__ 1"0 SA-- F �. .. Y_. I v o o Q O F 1 1 1 F 1 1 F 1 1 I ..._..._. ..... :u1 - __..._ ST o o N O 0 SA- ; 22"x12 SA 6~x1 " S t __...-- ." ...^" _ _ _... ...._ ...__..... ..._.._. _.__ ...._ EWH EWH F- 1 SU-2 12x12" SD-2 12"x12" SD-2 12"x12" SD-2 12"x12" SD-2 12"x12" 3 T_ !2= " ~ 400 CFM 100 CFM 100 CFM 400 CFM 400 CFM _ _ __t �( H 22 x12 SA �- ..,. __.. ,..._.._,..•.__ ,. ..,.:,,. ,._.... . ..."... ."_..."_. 10"x 10" SAJ 6"o SA 6 9 6 7 7 6 �- 6 9 v J. L0 5 _1 [� cry M2.1 �1 1 M2.1 FL.FCT KTTCHEM� ac r � r SECTION 1 1 C6 SCALE: 1/4" = 1'-0" M1.2 SECOND FLOOR HVAC_ - DRAWN SCALE: 1/8" = 1'-0" NQRTH CHECKED 7R, DATE Ju 1 31 2 002 SCALE AS NOTED im NO. O©-DRQ- 1�� SHEET M1x2 Tivard Str. 11365 BUP21'03-00050 MEC2003-0004 Ow QTS 43 of 5S• i NOTICE: IF THE PRINT OR TYPE ON ANY III l I t l l I t III III I I I I I I I I I III III t l l III III!I h T�T 111 I I I III I l 1 1 III ' ! I I III III III III I I III I I l i l 1 1 1111111 111'I I I III I I I 111 11 l 1111 111 111 11 i III 1 11! III f I l 11 1 0�� C f 4 1 I 1 �� I o l . ( _� --I I _ I �---I 119 _ i l lo� I � i11- I __� ___1� ��-i�- l 3, .J IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _----�_--_- _ -I �R------_- ---____�--- --- __�_ _� -- . IT IS DUE, 70 THE DUALITY OF THE -- No 39 � .;_.z-__�- ;.a,M,� •-: .:*.:,, ,. ORIGINAL POCUMENT £ 6Z SZ LZ 9Z t OZ6IiGi 9i 9t 6� T Zi �� li�b��I 1ll1L111111IIII � I IIIIIIIIIIi�llllllll�lllllllllllllllll�IIIII Ilil ,ll�ll I1I �a A' 4J I4tNls10� my RE15SUE PER r-lTy R.B. �d GENERAL NOTES: �O�"r!I�NTS 4-i8-03 1) PRINTS MUST BE REVIEWED FOR ACCURACY BEFORE STARTING THE C»� 22"x22° SA & 18"x18" EXHAUST FROM BELOW. PROVIDE ALL JOB. ABSOLIITT ACCURACY OF THE DRAWINGS AND SPECIFICA[IONS NECESSARY TRANSITIONS REQUIRED 10 CONNECT TO OWNER CANNOT BF GUARANTEED. WHILE EVERY EFFORT HAS BEEN MADE FURNISHED EQUIPMENT. TO COORD NATE THE LOCATIONS OF EQUIPMENT & DUCTWORK, IT IS 1 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE EXACT O REFER TO STRUCTURAL/ ARCHITECTURAL FOR UNIT ANCHORING REQUIREMENTS GOVERNED BY ACTUAL JOB CONDITIONS, CHECK ALL DETAILS. T11,E FSC (-)F- - INFORMATION AND REPORT ANY DISCREPANCIES BEFORE SUBMITTING Qj , BID OR FABRICATING AND INSTALLING WORK. r M w» _ ) INSTALL ALL SHEET METAL IN ACCORDANCE WITH LATES i ASHRAE AND SMACNA RECOMMENDATIONS. PROVIDE VARIATIONS IN DUCT •..-... ....-'-'" &ZE AND ADDITIONAL DUCT FITTINGS AS REQUIRED TO CLEAR OBSTRUCTIONS AND MAINTAIN CLEARANCES. — w E 0 � U u R I 2 1 ' o '` a C'7M m • � � � to O c?co m C ; o .. }yti`a m W r of V V CC Lo O c Lo 1 RTU 1 (n2 4 ® y oC `� a co o I a. a w I !�2 0 T- { = J a a MM� w I.� R p PRO,- A i 2 RTU i��i <<J i i �(� RTU 2 Q E. F 1 r v-y 2 �� N3 5N 4F�ss/0v I -, C°)) V �- - ' EF OREGON 6 44 Y p 1,1 1 FN T.8 A R1U Al ll! )) 2 t z 5 o (11 I"\,,� I� 2 i �a I a�, 2 RTU 1 -, 9 Z m � II t�y � FRRAIN- t. 0 2 RTU Q1 2 RT i ' WITH I QsI � / �G.Ev�.TICJN� yam. i .• , ;; �� RTU Q I I (� LL f" I+ 2 10 i !C C) Lu O (� O I� L1J ¢ Z O O 4 I� "41 `'► i fir. `�►.\ �,+ f �� ff% �, Hu r ?j Q 1 s .. _._..._.....-...._...._......i .-...�.✓_... ....._..._.._..____._...w.._.._+._-.....,._.._.......r._...r.-......r+r.-.._r.. ..._. w.._..._.._._....._..aw_..._.._....... � .. ..._ ..._......r...—.nw.w_.._r.rr._r+. r.... .. ... .-_.. .. L.Z.„ RLf'.+ ._ .. ....................-.._»...-»..,........«,.,..... ...,...........,....._....._...,............___..............—. 1 � - . . . . ... bL.'''c'E f' _.. In ..w► co DRAWN CFlCKED TT fR DATE I Juiy 31, 2002 sou" A5 NOTED JO0 NO. om-nrzL - 1 ROOF "� OF FLOOR HVAC ° SCALE. 1/8" = 1'-0" -- � ------ M1m3 - NORTH Tigard Str. 113b5 13UP2003-00050. MF.C2003•u0041'. 44 of 5& cw e�EETs ' w III1111IIIIIIIII1111IIIIIIIIII' IIIIIIIIIIIIIIII111111111111111111 IIIllllilllllllllllllllllllllllll NOTICE: IF THE PRINT OR TYPE ON ANY I I I I IIII I I II ; I , V I I I I I ,IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2( I 4 I l -—1 -- _ ---- - --1- IT IS DUE TO THE QUALITY OF THE No 3e �� ORIGINAL DOCUMENT 6Z 8Z GZ 8Z l 6Z SZ Z ii et 8t Lt 9t 9I 6i Et yt tt i �6 8 G 9 9 L £ t' 11 � � � � � l � ►� .>I �11��!�I►,1�,,�► ,�►��>�,�I Y: 1 REVI�iOlrei BY RE1551JE PRCYRS COP' iENT5 4-113-03 THIS HANGAR IS FOR ��- EXTERIOR BUILDING ROUND DUCT HANGERS DUCTS 240 AND SMALLER r WALL MINIMUM SIZE 1 INSULATE WALL OPENING DIAMETER MAXIMUM WIRE ROD STRAP 3 /8"0 HOLT, NUT WEATHER TIGHT. SPACING DIAMETER r & STAR 'WASHER '0" DN 12' ONE 12 GA 1/4" 1" x 22 GA ---� 250 MM DN 3.7 M ONE 2.15 MM _ 6.4 MM - 25.4 x 0.85 MM -�2" MAX. - 11-18" 12' TWO 12 GA 1/4" 1" x 22 GA - - OR ONE 8 GA \ - 460 MM 3.7 M ONE 4.27 MM 6.4 MM 25.4 x 0.85 MM J 19-24" 12' TWO 10 GA 1/4" 1" x 22 GA 610 MM 3.7M TWO 3.51 MM 6.4 MM 25.4 x0.85 MM INSULATE WALL OPENING _ N 25-36" - 12' TWO 8 GA 3/8" 1* x 20 CA �- CON i INUOUS COLLAR DRAWN WEATHER TIGHT. - PGFIT AROUND DUCT I 900 MM 3.7 M TWO 2.7 MM S.5 MM 25.4 x 1.00 MM R E u 37-50" 12' TWO 3/8" TWO 1" x 20 GA � 17 1) 1270 MM 3.7 M ---- TWO 9.5 MM (2) 25.4 x 1.00 TH- _TWA HAN�,�q AR _ _ ..'1�Ln.___ m c > cc o �n a °0 AND LARGER MAY BE US IED IN EXHAUST DUCT SIZE AS I 51-60" 12' TWO 3/8" TWO 1" x 18 GA SMALLER DUCTS 000 v - _1 NOTED ON FLOOR PLANS 1520 MM 3.7 M ---" TWO 9.5 MM (2) 25.4 x 1.31O O amo D SECURE TO \ - 1/4"o BOLT, NUT & o ; STRUCTURE -' _- 61-84" 12' TWO 3/8" TWO 1" x 16 CA ROC OR HANGER HANGER STRAP -� STAR WASHER (TYP.) �. o C" 31 2130 MM 3.7 M ---- TWO 9.5 MM (2) 25.4 x 1.61 �TRAP(TYP) �� V Ld x INSECT SCREEN WITH - °D m METAL BAND CLAMP t a ca a RECTANGULAR DUCT HANGERS � � � V C cc c ` MINIMUM SIZE M GRILLE J FINISHED CEILING CD PAIR AT 10 FT PAIR AT 8 FT PAIR AT 5 FT PAIR ,AT 4 FT NUT & LOCKNUT �, \ � � o in� ' MAXIMUM _ SPACING SPACING SPACING SPACING � � �" m HALF OF - -- EACH STRAP ADJACENT a J N DUCT WIRE/ WLR;/ 'WIRE/ WIRE/ SPLIT RING COLLAR TO ONE ANOTHER AT EXHAUST FAN 3 FLUE EXHAUST WALL TERMINATION (`2� PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD AROUND DUCT HANGER LOCATION (TYP) a 10 GA 10 GA 12 GA 12 GA � SCALE: NTS M2.1 SCALE: NTS M2,1 P/2=30" 1" x 22 GA (.135") 1"x22 GA (.135") 1" x 22 GA (.106") 1" x 22 GA (.106") ROUND DUCT Lr W P/2=72 1 x 18 GA 3/8 1 x2.0 GA 1/4 1 ' x 2.2 GA 1/4 1' x 22 GA 1/4 t _ - i \ P/2=96" 1" x 16 GA 3/8" 1"x18 GA 3/8" 1" x 20 GA 3/8" 1" x 22 GA 1/4" �Ep PR p, HANGER ROD (TYP) �� NCINFF S�'o 3 5 4 2 P/2=120" 1 112* x 16 GA 1/2" 1"x 16 GA 3/8" 1" x 18 GA 3/8" 1" x 20 GA 1/4" I �- 1-1/2"x 1-1/2"x 1 - _- MIN ANGLE TOP & SEE ARCHITECTURAL P/2=168" 1 1/2" x 16 GA 1/2" 1 1/2" x 16 GA 1/2" 1" x 16 GA 3/8" 1" x 18 GA _ _3/8" - _-_ ROTTOM OF DUCT PLANS FOR WALL OREGON CONSTRUCTION P/2=192" NOT GIVEN 1 2" 1 112- x 16 GA 1/2" 1" x 16 GA 3/8" 1" x 16 GA 3/8" ji NUT & LOCKNUT TYP `� Mq Y 21,19 \ ( / (TYP) ��fNT.8A �P ��\ \ P/2=192" SPECIAL ANALYSIS REQUIRED TRIM ® 45' ANGLE (TYP) -2�-0 ' WHEN STRAPS ARE LAP JOINED USE - SELECT FRAME STYLE DUCT WRAP OR THESE MINUMUM FASTENERS: SINGLE HANGER MAXIMUM ALLOWABLE LOAD _ TO MATCH BOARD INSULATION �\ STRAP WIRE OR ROD (DIA) OVAL DUCT � ��, i WHEN SPECIFIED CL; � v ARCHITECTURAL_ WALL \� I I 1" x 18, 20, 22 GA - TWO #10 OR ONE 1/4" BOLT. 1" x 22 GA 260 LBS 0.106"-80 LBS » » _ TRAP ROD OR HANGER STRAP 2"x2"x 1 8" MIN. SECURE TO - 1 x 16 GA - TWO 1/4 DIA. 1 x 20 GA 320 LBS 0.135 -120 LBS HANGER S / ( ) LOUVER -� I ;- BIRDSCREEN - 1 "-160 LBS TYP TYP. ANGLE TOP & BOTTOM \� I STRUCTURE 1 1/2 x 16 GA - TWO 3/8 DIA. 1 x 18 GA 420 LBS 0. 62 (TYP) (TYP.) - PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE. - EXHAUST DUCT SIZE AS 1 x 16 GA - 700 LBS 1/4"-270 LBS / EF EF 1 -- CAULK CONNECTION WATER 1 2 _-_\ NOTED ON FLOOR PLANS 1 /2" x 16 GA - 1100 LBS 3/8"-680 LBS � \DUCT (TYP)"x 18 GA ROD (TYP) 1/2"-1250 LBS TRAP OVER SEAL ALL AROUND TIGHT ALL AROUND ��5/8"-2000 LQS 3/4"-3000 LBS �\ NOTES- DRILL OTES DRILL 1/" WEEP HOLES J It ] REFER OSPECIFICATIONS 12" O.C. IN BOTTOM �2ATTACHMENTSTO O OVERHEAD STRUCTURE SHALL R HANGER INGBSE MADE IN ACCORDANCE WITH STRUCTURAL - BLADE OF LOUVER - -- - ,_ _-_ _- ---- ENGINEERS REQUIREMENTS AND WEIGHT I-IMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE TRIM � 45' \ SHALL BE SUBMITI ED FOR REVIEW. ANGLE (TYP) BOTTOM FLASHING TO \ [3] PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. T � SHEET METAL SCREWS (EYP) BE CONTINOUS THRU WALT. WITH NO JOINTS �- FINISHED CEILING EG-1 [4] P/2 REFERS TO HALF OF THE PERIMETER OF THE DUCTWORK SUPPORTED. W RECTANGULAR DUCT ' Z BRICK VENT DETAIL 5 RESTROOM EXHAUST FAN _ 4 DUCT HANGEi-I DETAILS 1 _ Lu o (D Q SCALE: NTS M21 SCALE: NTS M2,1 SCALE: NTS M2.1 Z V � 0 w MIN. #12 AWG HANGER CONNECT SUPPORTS 4-MIN. ATTACH 0 SU ( ) 1" ACOUSTICAL LINER ��- SEE DETAII.O1 J THIS TSHEET ---� U 0 Z O TO STRUCTURE ABOVE --\ PLENUM A a' j ME w SUPPORT CLIPS ® \ 3" LONG SHEET METAL _ EACH CORNER, TYP. - COLLAR, TYP. � - FIRE DAMPER ANCHOR TO SLEEVE IN SHEET METAL_ SCREWS 2ND FLOOR CONFORMANCE WITH CODE AND 1 Q OR SPOT WELD (MIN. MANUFACTURERS RECOMMENDATIONS. SEE PLAN SHEETS FOR SIZES 2 PER HANGER TAB) ASSEMBLY SHALL BE UL APPROVED. r\'�- Cco -- ..........---...� "' "'��- SLEEVE-INSTALL PER 12"x14" GE Q � MANUFACTURERS r -- TRANSITION AS REQUIRED m CEILING WRITTEN INSTRUCTIONS T SECURE HOOD TO WALL_ ALTERNATE SUPPORT: I QQ2STUD & ROOF TRUSS 1-1/8"x 1-1/8"x 16 GA o 2"x4" BLOCKING - _ ANGLES, SPAN ACROSS CI_G. - - -- o CHANNELS & ATTACH - - - -� ,� -SEAL HOOD TO FINISHED CtILING ,� NEW DIFFUSER DAAVVPI HANGERC ELS TO PLENUM BOX & CLG. UL APPROVED CEILING WALL WITH HEAT - - CHANNELS WBOX SCREWS FIRE DAMPER - - RESISTANT CAULK 1 F \ - - \� ClOKlD ATTACH DIFFUSER BREAK-AWAY 1 24"x30"x30" RANGE r' �� TRT o M. / HOOD W/1 4" ROLLED �' DATE - --- - -- TO PLENUM W SHT. CONNECTIONS 1 1 i MTL. SCREWS, TYP. �, NOTE: PROVIDE ACCESS DOOR MIN. SIZE o JUI t 31, '002 L- -_ _... „ � J Q, I ", EDGE. WELD JOINT,, \ UL APPROVED n THEN GRIND SMOOTH, w - DUCT WIDTH MINUS 2'x12" HIGH, PROVIDE •r _ SCALE FIRE LINK / DOOR EACH SIDE WHEN 36" OR WIDER. NOTED f_ _I iNSTALL IN ACCORDANCE WITH AS , DUCT (SEE PLAN REQUIREMENTS OF APPLICABLE UL. SYSTEM. I MOUNTED FOR SIZE RANGE .N�s SURFACE OU ED ) DPS-DRL - 121 CEILING DIFFUSER T-BAR CEILING FINISHED FLOUR -� A amsm Tigard Slr. 11365 RESi'DENCE KITCHEN 45. 1 5%. M2m 1 DUCT DROP TO �1U�2��o3-Ot7050, MEC20U - a: PLENUM SUPPLY DIFF. INSTALLATION 9 HORIZONTAL FIRE DAMPER DETAIL " 8 'MOOD INSTALLATION DETAIL '7- DIFFUSER DETAIL_ _(`6� _-__.---- -_-_.__--_-- --_--�- SCALE: NTS M21 CALE: NTS M2.1 SCALE: NTS M2,1 SCALE: N M2,1 A NOTICE: IF -THE PRINT OR TYPE ON ANY I � S I I 1 I I I I � I I � � I III � I --I I � 1 I I _ � � �L I -I I L- �1-�-I--I-I I I gl I I.I- �--I-_I-�'l -I--1U\ v��O-`J I- Ill I I III I I III I � III II I III I 111 I I I III I I III I I III 111111 I I 111 I I 11 ! I I III 1 1 1 I I 1111 I L I I IiI ► 1 1 1 1 1 1 1 1 1 1 I I I I I I IMAGE S NOT AS CLEAR AS THIS NOTICE, -___-I -__ ---- -- - - No,38 91 w IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT [,tu,II II'Ill zIII1II8IIz II IiIL1z1III9IIIzIIIII9II�zII�IIfiIIt zIIII�ll£lllz.lull I[�I I ZI I I I I I I Itl11l 71 i l l�I I oI I I zI I I I I I I sIIt11 I 8►IIII II IG,IItII�IIIIfI>ItIlI�11 IIsIIIlIIII IIiIbIIlII1111E111r1111IIIzII�tIIIIIIIItIItIuuI I�III[IIIIIIIII�8IIIlI1111�S11 i IIll u�1�Lu< lul1i8a�1� lllll1I9iJ�llI ll��lil�lllllII ll11l�l£111 7i II�T�ItII�It�YI1N1M►IllI II I I Il f —�— ATTENTION BUILDER TJI " JO ! c,. J� INSTALLATION INFORMATION Enclosed Is INPOR TANT Information for the ® TM of Trus Joist's 7AW eyerhaeuser Business Safe and proper use PERSONALINJURY OR DEATH MAY RESULT FROM FAILURE TCS READ AND FOLLOW THIS INt-*ORMATION Frameworks® Building System www.tru5 j015t.L0m I JOBSITE HANDLING � JOBSI i � STORAGE � INSTALLATION BRACINCS 7 HOLE CHARTS ,� Tables are based on ullfomly loWW cpplIcs tlam or building code HARNING ' provisions For concentrated ;Dads (tion lb�over r joists square) NOT - - - � with 25 psf dead and 20 psf partition loading. For joists supporting -`VJ concentrated loads or other conditions or possible exceptions, DRII- �,,' WITHOUT CORRECTLY INSTALLED BRACING AS contact your Trus Joisl representative. F --, ' ► ' , ► 50OHN BELOW, JOISTS CAN BUCKLE SIDEWAYS �,F��- OR ROLL OVER CAUSING DEATH OR SERIOUru — ` ----____- lJ� knockouts at approximately 12 on-center h , available in most joist series. Joists may be For rectangular holes, al the R FQ PERSONAL INJURY AND PROPERTY DAMAGE. y measurement or vertical oriented with knockouts of top or bottom. NOTICE - — D2 4 L, o INSTALLATION BRACING AND PROCEDURES, A5 Q00 _ 0 0 0 0 0 0 0 0 0 0 0 a j ® ® WELL AS THE SAFETY OF WORKERS, ARE THE. - Joist depth " RESPONSIBILITY OF THE INSTALLER. THE see table 1 0 wED AREA o 0 - USE STICKERS ADEQ'JATE 70 INSTALLER SHOULD MAKE SURE THAT THIS _ - lt KEEP JOISTS ABOVE GROUND INSTALLATION INFORMATION 15 UNDERSTOOD BY DO NOT ALLOW WO:KERS TO WALK ON JOISTS DO NOT STACK BUILDING MATERIALS ON UNSHEATHED AND OUT OF MUD AND NATER ALL PERSONS INVOLVED IN THE JOIST UNTIL BRACED. IN-, IRY MAY RESULT. JOISTS. STACK ONLY OVER BEAMS OR WALLS. Face of joist aup or � OC NOT DUMP OR DROP TJI JOISTS FROM TRUCK -�_ Bearing / (APPROXIMATELY 10' O.C. AITH INSTALLATION, Minimum distance 2xD2 2xLz Minimum distance + A 24" MAXIMUM CANTILEVER') I from table 2 minlmu minim from table 2 e 1 PROTECT COVER JO!tTS FROM EXTENDED 4' (minimum) strip of sheathing (temporary or permanent) if TJI joist span (COVER) IMPORTANT there is no braced end wall. IF permanent, nail per plans and EXPOSURETO SUN AND WATER Strut lines must be tied to braced specifications. if temporary, use Bd (2k") form nails at 12" INSTRUCTIONS TO DETERMINE HOLE LOCATION on-center, end wall, beam or sheathing. 1. Determine the joist depth and desired hole site and find hole Factor 2. Refer to Table 2. The dimension shown where the joist span and 1x4 minimum or hole location in Table 1. If the table reports a hole factor, proceed hole factor from Table 1 intersect is the required minimum distance Strut lines ( ) • Stack building materials over to step 2. from nearest edge of hole to inside face of support. ♦ 6 o.c. for joists with I% wide TimberStrand L5L flonges ` ♦ B' o.c. for joists with IY" wide Microllom® I_VL flanges '� \ walls or beams only TABLE I — HOLE SIZE FACTORS AND LOCATIONS TABLE 2 — HOLE LOCATIONS ♦ q' o.c, for joists with 25{6" and 2%" wide flanges JOIST HOLE FACTOR PERFORMANCE PLUS*k1Z SPAN q g C D E ♦ 10 ox. for joists with 3V2" wide f lenges I . Strut lines are required J015T DEPTH 1�4, 1'-3" 2'-0" 2'-6' 3'-q" -0" SPECIAL Mai at all bearing locations \ 15' -3" 2'-0" 3'-0' 4'-0" 5'-3" where joists are not 1 , , , CONSIDERATIONS STORE JOISTS IN1k) otherwise braced. II 14 Ib ID 20 22 24 2b 2B 30' ' 2'- • The sizes given in the table Ib '-3" 3' 3'-3' 4'-6' S -q' OWN DO NOT LIFT TJI® JOISTS IN THE FLAT ORIENTATION VERTICAL ORIENTATION DO NOT STORE FLAT 2' 1Y4' A A A 4" 4" 4" 4" 4" 4" 4" 17' -6" 2'-q" 3'-q" 5'-0" 6'-3" are hole sizes, not duct sizes. Cantilever bracing may be �' 3' I " A A A -3' I'-3" I' 3" 4" 4" 4" 4" 15' I'-6" 3'-0" 4'-3" 5'-6" 6'-q" Rectangular hole Sites are required. See plan. 4" 2Y" B 8 A A A -3" I'-3" I'-3" I'-3" 4 19 I'-q" 3'-0" �'-3' 5' 6'' �'-0" the longest side. one based on measurement of LEAV JOISTS BANDED TOGETHER UNTIL READY TO INSTALL _--Fill all nail holes ulith the 4 g _ proper nails 5' IN C G B A A n A -+ 1'-3" 1' -3" 20' I'-q" 3'-0" 4'-3 5'_6" 7'-0' • Ends of cantilevers must be - . " 21' 2'-0" 3'-0" 4'-3" 5'-q" r'-3" Where more than one hole is to WARNING laterally stabilized with blocking, 6 3k� F C C B B n A n A I'-3" 1 be cut in the web, the length " � 0' 31-01. 4'-3' 5'-q" 11-31, of the uncut web between holes bracingor rim joist 7 4 D C B I) A A WORKERS 5HOULP STAY CLEAR WHEN CUTTING THE ` 2s' 2'-0^ 3'-3" 1'-3° 5'-9" �'-� must be Hulce the InLhe r the i r!" q�" E n c. c ri B is A �. longest dimension or the largest BANDING TO AVOID POSSIBLE INJURY FROM FLYING 24' -3° 3'-3" 4'-6' S'-q" 4 BANDING OR TOPPLING JOISTS / q' SY• t r� n t3 r3 j 25' 3'-�" adjacent hole. -- IMPORTANT lo,/i' 10' b" e r_ c B Is • Tables are based an simple span 26 3" 3'-q" ;1:_q 6 _0, q _ „ II' bk," F (> D C C B H applications. For uniformly loaded ♦All blocking, hangers, rim boards and rim joists at the end supports I7 2'-(" 3'-q" 5'-0, 6'�-3" 7'-q" cantilever and continuous spm applications, ' of the TJI•joists must be completely installed and properly nailed. 12' 7' L) D C C R the holes must be located one Inch 2-Bd nails 26' 2'-6" 4'-0" 5'-3" 6'-6" 61-0" )y� Pk._ UC APPUCAT10r; Ol.JI*joist top flanges must remain straight w;thin a tolerance of i JI* blocking um " r D C C Further From the support For each foot minimum 13 7� F E AS' lrPt.NCF _X2" frons true alignment. , 2q; 2'-6" 4'-0" 5'-6" 6'-��" 3'-3" ofjoist span than the values indicated in *Sheathing must be totally attached to each TJI*joist before 14 !'„" f"M D D 30' ;'-q" 4'-3" 5'-N° 7'-0" r� -6" the tables. additional lords con be placed on the system. �E D D c 31' 3'-0" 4'-3" 5'-q'' 7'-3" �'-q° DO NOT CUT HOLES IN CANTILEVER RIGI-I i +Without bracing, buckling sideways or rollover is highly probable 16' 1 qko F D 32, 3,-0„ 4,-6„ 6,-0, 7 -6„ n -3„ WITHOUT CONSULTING YOUR TRU5 J015T DO NOT LIFT TJI® J015TE BY TOP FLANGE FIr:STH under light construction loads like a worker or stacked sheathing. , REPRESENTATIVE. 171 10 F E D 33' 3'-0" 4'-q" (0'-3" 7' •q" y 18' 101401E 1341 3.-011 Iq' IIY' E E95' 3'-•3" 5'-U" 6'-6" B'-3" 10'-0" 3STIFFENER REQUIREMENTS 5 FLANGE NAILiNG � SLQPED BEARING +R � Igor toles based on measurement of Ion E �' 3' 3" 5' 6' q" 8'-6" IO'_3" WEB9 est ,ire 9 WEB STIFFENERS AT EXAMPLE: Find minimum distance from inside Face of support to nearest edge of hole, CONCENTRATED LOADS REQUIRFMENTS r, Web stiffener requirements vary based on joist series and WARNING 7 round hole n TOP OF FLANGE 7" rd�° rectangular hole 5" WE8 5�1 Ir rENER MATEPIALS, depth beingpuseddonoils for regvi ements specific to the EXCEEDING 1500 POUNDS NAILING CLOSER THAN u � � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WITHIN THE JOIST SPAN SPECIFIED MAY RESULT For sl0pe5 greater than per foot (Yq per foot with { SIZES AND ATTACHML i IN FLANGE SPLITTING hangers), beveled plate or sloped hangers may be n PERFORMANCE PLUS' WEB ❑ F " (L2) n u 1�" minimum - Load bearing wall or other concentrated �° recpired. See plan/details for specific applications, f 7 J1*jOIStS with l ,q to 23(b wide flanges / pan/detailload s forhin the specificJoist span.requirementse = 6'_I" l_ -I'-I' - - _ 7'_3" • Web stiffener material shall be sheathing 2 maximum 1 r meeting the requirements of P5 1 or PS 2 I" maximum Load bearing wall or other � or of C5A Standards 0151 0325 or 0437 a i "fsJ - Cantilever or continuous--/ * '- 1 concentrated load above at /2 - Closest spacing /� Spon beor-inq location TJI Joist span 22'-0" with face grain vertical, — —' joist ends. See �—Web stiffener both sides - must be � '-> V . � � - - -- --- ----- ---� Nails spaced Light against to Flan Attach with DO NOT CUT HOLE5 IN • Minimum web stiffener site is: plan/details for Specific - a9 x 9e L CANTILEVER WITHOUT ROUND HOLE; For a 1" hole, find La RECTANGULAR HOLES For a 6�" hole, Find Ltand L, equally at 2 o.c. Irequirements. 3-Ibd (�") box nails minimum at 56" x 2W6" for joists with 1%" wide Flonnes, maximum =1 CONSULTING YOUR I. From Table I hole Factor is C I. From Table I hole factor is E joists with � wide Flanges. Attach iA" x 25((6" For joists with iX" wide flanges. -- -- •-snug fit with 3-Bd (2Y2") box nails minimum NAILING PATTERN TO BE PER PLANS AND SPECIFICATIONS. IN ADDITION, TRUS JOIST 2. From Table 2, distance is 4'-3" 2. From Table 2, distance Lillis T-3" I" x 25(11 ForSPACING 5::41 J oists with 2%6" wide flan at s. joists. NAZI_ REPRE5ENTATIVE. 3. Increase for joist continuity - one (rich 3. Minimum distance Le between holes - 2 x L2 I" a maximum ---� aaother _L COMPLY W!tH THE CRITERIA LISTED BELOW. for each Foot of span = 22" L , 2 x " , I'_I" * Use 8d (2Y") box nails i n minimum, La■ 4-3 r 22" ■ 0_111 i spaced at 2" or-center maximum, Gap: Ya" mlr,imum FASTENING OF SHLELATHING TO FLANGE OF TJI® JOISTS''-,,) BEVELED PLATE SLOPED HANGERS clinched when possible!') .�-� . 2%" maximum IF GLYOU HAVE PROBLEMS osEST ON-CENTER IMPORTANT ®jII Yb" minimum NAIL TYPE DIA. ry D0 i ♦ n SPACING PER ROW TJI Oi5t5 with �2 wide flanges 2%" maximum Minimum attachment to be 1--10d (3") box nail each side / ' omaI Trus Joist pros ucts Manufacturer's engineering responsibility is only For the design of the Trus Joist products and not for any / ► web construction materia' shall be 2.x4 r' of TJI*Joist at bearing, V2" minimum from end to Bid (2&") BOX 113" 2" ' ♦ Irrproper fit supporting structure or loads other than indicated herein. All materials shall be furnished by others, unless construction rade or getter, Uzi maximum rninimi,e splitting COMMON .131" 2" g � p � NOT ♦ Fied modifications specifically noted by "TJ" or by "Trus Joist" herein, a_� • Use Ibd (%") box rails minimum, - - T.l1*blockin panel or n BOX 1281 2" ,pn-Fd at 3" on-center marirnum.l'1 Y g ( equal) required at .Bch side of IGd (3 ) I warrant that these Trus Joist engineered layout drawings (ELDs) have been provided to the Nails spaced -_/ , JI*joist for lateral stability and to transfer wall load COMMON .146" 3" ♦ Questions about these drawings At intermediate sunres with Joist equally at 3" :C. *�+'e (as occurs) to bearing wall below. See n EiOX 12B" 2" contractor/installer and responsible design professional, I agree that they have been verified and/or corrected depths of 22' and greater, use 2 maxi'-ium Web stiffeners 12d 3Y ) - Call your Trus Joist Representative for consistency with building design, quantities and dimensions. I also agree that installation of the materials plan/details for specific applications. ( COMMON .148" 3" rows of Ibd (3k1") box Halls minimum, r5nug Fit must be tight i' ` :\ � is the sole responsibility of the installer. spaced at 3° an-center maximum!'1 a against bottom Ibd 3 u BOX .135" 3' ;' ` 1, V Dave Schubert rt O maximum flange Minimum a tahrnent to be IOd 3" nails at 12" o.c. each O COMMON 62" 4" �✓ 1' 1/ v be ( ) ` - -- - - --- ---- - WEF3 STIFFENERS side of TJI blo:kin panel. When used for Shear transfer, -, t� - O �' _ ❑ APPROVED NO CHANGE ❑ APPROVED AS CORRECTED F nail to bearing plate with crnnections equivalent to decking (I` "'lie full lo-ngth of the top (or .ompression) flange on the TJI®joist must be nailed to the � Phone 503-520-7106 + iIt � AT BEARING POINTS nail schedule, sheathing with the widest srxlrti of roils as Follows( _ -- rte�l P�rLG I Z3 0 (1) For dealer-stocked TJI®joists sited using the current • ;8" o,c. For Tile ,,ost:t with Flange widths less than 21. Or our Engineering Deportment Purchasers _v pate: _ residential product literature, attach web stiffeners (when LOAD TRANSFER AT ♦ 24" o.c. for T.118 joists with flange widths greater than 2". , required) with three nails, equally spaced. See current CONCENTRATED LOADS M "� 8 residential product literature for odditionai information. (2) 14 gauge staples may be a direct substitute For Bd (2Y,") s:nsle when having a I IarCh I errs y' ---- cy minimum penetration of I !nr_h Ihru the main member. I I (3) If more than one row of nails is uiz- , the rows must be offset at least Y2' and staggered. 503-769-554q F=ABRICATION OF JOISTS CANNOT BEGIN WITHOUT PURCHA5ER'S 51GNA F u�'E IF WEE) STIFFENERS ARE NOT INSTALLED PROPERLY P(-Ione: _ � SIDE OF FLANGE Ml6A PACIFIC HAS RFVIEWEU IHIb SUBN1111AL DATE 'S SIGNED r�G.---. -- -- B , A , P . s . TWest In105 NAME i o RfY1EW BY CONTRACTOR IS UNQcR1AKE.N SOl[I Y TO SATISFY ANY L a For light framing only. III (3V2") OBLIGATIONS Of CONTRACTOR TO OWNER AND DCAS N01 IN ANY WAY staggered Tiqar maximum 3" e.c. st l0d RELIEVE SIIBCiTNiRACfOR (ROM HI° OBLIATION FIRLY 10 PERFORM All , ORO agg ( JOB LOCATION: \\ (3") box maximum at TJI®joists SUBCONTRAGi RFQUIREMENiS, NOR 31411 SUCH REVIEW GIVE RISE TO Tigard Slr. 11365 Solid block all posts with Flange widths less than 2"). ANY RIGH1 OF GCfI(1N OR SUIT IN hAVOR OF SUBCONTRACTOR OR THIRp BUP2003-0001)0, MEC2003-0004. from above to bearing Attachment to filler blocks may Ee , , ,N� V NA PU CH THROUGH WEd MAY BUCKLE J015T MAY ROLL IN THE HANGERS below. Cut blocks Xi' required, See plan/details, PERSO V�, AIiA ( CONIRACTUR. RE'YIEW GtIES NOl E%1EN0 10 46 of 5Z CONSIDERATION FOR STRICTURAI INIEGRITY, ;AF(TY, DFiAILED COMP- DRAWN DAI E CHECKED DATE I ORDER N0, SHEET THE BOTTOM FLANGE longer t',rn joist def;l.h. LIANCi. Wlll� i'0NfRACi RFQUIREMENTS OR ANY OTi1FR (1I1110110N OF - ---r------ --- DLB 12-01-03 PRK 12-02-03 (-_A02F)03157 I OF 5 rrameworkse, Microllame Porollom*, PerFormaxe Plus*, Silent Fioor� TimberstrandO, TJI*and TJM*re registered trademarks and TJI Is used as ai abbreviation for TJI*_lolet ,ONFI hIl T Ilry T 11 MH T u.v'" T 40- T nary T iu"°Ma T,,.. i,.,,,ry,..,. '.�",,..,,..u. ..r T., s,.i,,, n 61.11-k--l- P, ' a,.;., u,.ti., t;ONS1RITCiION IECHNI@!lf S; C(►ORDINAf INC HIS) WOKlt WITH f HAT OF City of Tigard /QI Rearav roa3a ALL OTHO TRADES: AI THE '.iAT!SFACi0RY F'ERIORMANCE OF HIS JN7114 WURK IN 0IC1 A ZORUAII WITH THE CONTRACT UUI:UMENTS App iovp-d Plans OFFICE COrY � BY Dat ? a "-'- NOTICE: IF THE PRINT ORTYPE ,,-IN ANY I�rll �l i'iI111 111 ill 1 11Ii � 1 ll1 III 1 III . 1 ' III lll'III III 111 Ill ! 111111 I � I Ill I �I Ill Ill 111 III I' I i I Ill I�! I�lf III I I III i�lllJlllll 111 I� 1 Illilll III ISI III I I IMAGE IS IS NOT AS CLEAR AS THIS NOTICE, I I_� I I _ I l I 1 I l 14[ I I I I I 16� rf I III $� I -- I -�� I -I - lUl I I i t I I �� l C /f L ?' Zc) IT IS DUE TO THE QUALITY OF THE r4o 36 �� £��►��L�� 8��Z��I��L�IZ��I►�9��IZ�� ►��1�Z��6��ti�� ►b��17►,��►h��1Z��i� Ziiiiiiiiilti�i�, ��6��it��► ��1�3�1[��i��L,�it��i�►11f I1I1ii1111 __TJ, �JiII169t 9tORIGINAL DOCUMENT II��►�►18�II�,11111Wt1lllllillelFll�llll1l4l�llIlllll�►fi.L11I111llfEL11.1I 11J.rF1Zll.l!��1� l 71Y17N , III�►�II o li 2G' 5Y„ u. 2 GENERAL_ NOTES LEGEND —ALL TJI's WILL BE SENT LONG 1-0 BE FIELD TRIM^1ED AS 4 y4 WALL F.O.S. REQUIRED. WEB STIFFENERS ARE TO BE FIELD +NS-rALLED. � —FOR ATIACHMENT OF WEB 51 IFFENERS, SEE TJI COVER -- -- - — — 4 — SHEET. � JOIST 11 —FOR LATERAL SUPPORT OF NON-LOAD BEARING PARTITIONS D ---- 1 — -- 21-4)14'! 2 -`��/q UNDER TJI JOISTS, SEE DERAIL ON SNEE-T 44. LU --- 4 @ 16" @ 16" 11-411 I'-4" 2 @ 16"Il. I `2yq l 4 @ 16" CONI"INUOUS HANGER TYPE. SEE HANGER INFO ON THIS F,0.5. -- — B.B.O. ---- �-� I B_B.0. _ F_0.S. SHEET. I I A I I A 3 JOIST TYPE DEPT" Q SERIES -F.O.S. - Imo- - -- -- - - - - - - - - - - - I W B 4 A, tLl �9 I � J CL' lo, 4 B c� — A s - q I/2" TJI PRO 250 - - - - -- - - - - - -- - - - - --- I 3 5 REQ'D. I RECaG. I ' EO' I 1 5 REQ'D. � I I I q I/2 TJI PRO 150 n Lo G UNO F I I I I F PNO 11 7/8" TJI PRO 150 �1 C'1 F.O.S. H3 N3 NIO Hl HI HIO 113 X13 F.O.S. (i w v PC6 NQ , 0 _—_ , , I , C I I I �► —LOCATION OF BEAM OR COLUMN BY TJ. SEE MATERIAL I 4 4 I , N�A 777LIS1 FOR MORE INFORMATION. L i ,n S T, LD �, NQJ E: ALL BEAMS WILL BE SEND LONG 1-0 MA 1 MA 1 I BE FIELD TRIMMED AS REQUIRED. -- rp 15 R EQ'D. -- 1 I �-5 R EQ'D. - `� BEAM TYPE SIZE � SERIES _� LPA CTURAL DEVIA410N — I I ;�--L--M� -�--�; �1 �� ,� I I I I I ALLAM E3EAM SJPC's 3 1/2"x11 7/8" PARALLAM PSL i I I 5 REQ l�. 5 RF_Q D. I , - r EU OF MICROLL I I I I PG 3 I/2 xq I/2 PARALLAM PSL ---- _ C C — o > 1 [C6 — - - L - PC6 — 4 MA's I 3/4"x11 7/8" MIC:ROLLAM LVL :L H3 H3 F F PLAN NOTES .� BB — O 9 REQ'D. — q REQ'D. - -' O DENOTES FRAMING BY OTHERS. m �..� w _ .9 I � N I m rn `•w `, NOT USED. - Ir- U F.O.S. E- F F.0,5. LO--- — - �_ -� U1 C4) o p (3 A ct1 O FIELD ADJUST JOIST TO AVOID INTERFERENCE WITH O COLUMN. �8 SPCS. @ 16 O.G. = 10'-8" � 11—,1/4'1 1'-1�'q" � 0 SPGS. @ 16 O.C, = 10'-8"� w I'-4" --- O FIELD CUT BEAM AT SUPPORT LOCATIONS, 13'-l14" 13'—V411 — LEFT STAIRS FRAI 11N(: PLAN A R I G4T STAIRS FRAI\I I NG PLAN B CS �' -- - -RESUBtp SEE ATL) ED TRANSMITT�+L FSR COMMENTCONTRAC-i OR 1 O NOT_MARKINGS0, SUpMITTAI.F IMENSIONS DUE TOfor rneral contonnancewithconospenerel compiance with the informatioPANCY BET WEENArchitect's revs0a Igbe on y 6F.O.S, — — — — — — — — — — — — — vermin the �MrscArchitect's ravtew shah nD SECOND F L OOF:DESIGN LOAD IOO % elude review ofquantities, dimensions, 5, Coos n ion Wicoordination w,bricadon pmcesses, constructicn madts, recautions,all-,a workof oMet trades,or construction sane oto, The Archite -I \J --- — _—_ — -- — nsibiiity of thu nsible R F L 00 R F- AI"fINC� LOCATION PLA�ti LIv LDAD 100 PSF ;hich are�e souir dstoraview " shall not bu ,ospo nUtadb;` PARTITION LOAD 0 PSF hall not be req CONTRACTOR TO VERIFY - -- SCALE: I/8 I I = I I -0 1 I -ny deviations from the Contract Documents not ci lady A -- DEAD LOAD 20 PSF c ',1 ContrOESIGN RESOURCES ARCi-I►TECTS ALL BEAM LENGT NS PRIOR /�µ�./�4 TO FABRICATION. m – n --- — -- — - — — TOTAL LOAD 20 PSF _Data��. ""_ CY / <' "' ":�'t"�"' '"'''' ``'�` NOTE: ALL PARALLAM AND f 11CROLLAI"1 BEAMS ARE rasa^ F' ` •� ::L", .'S�.' ^'e�'r1 as -'----- --_ -- --- -JOIST_ /y � PROVIDED BY T RUS J0151 AS SPECIFIED ON THE WALL - —` _ — -,- A / \ a 1 PROJECT PLANS AND SPECIFICAIIONS AND SIZES — — ---- r_ • \ \. �;.••,ylgl,r!',Ir!ft,ur,,etnit({�;fn?j/q?hrsD HAVE NO-1- BEEN VERIFIED BY T-RUS JOIS1 . Cri� ,. ort 2tF.0.5. Nr AT IroquimrD I'p,n. zsior,.. 1,14 NA L NG NAILING 'rr•c.rrry et the Q+,nera►^en',.)rnMc+ov Oh '+ I - - --- -♦•• I = �� thN t12;ar.a.nes�Pt of t3 m rxr•,er'S and pore,I ec,n;f.!r.cq w;dr the Intomw Ym 91v10t In the J ` ,► 1r („,nwnt9.Tho cortraclalsMP TJ SHOP DP.AWINGS PREPARED FROM: • bo Eur:confhmMQ and uorrekitlnp am q M'tba ' and cImorwbrr,;~;electlnofabOSO>MIYI ARCHITECTURALS DATED 01 -2q-03 4V2 _— STRUCTURALS DATED 01-29-03 NI ITT 211.88 �a3 ITT 2.q.5 Hq GLTV3.511 "HID GLTV3.5q ruxltuci;Mq�oe�tca�stn►c�k�n;oc�rol�,dn9+,� _ Mher work„fthtt,atofanother truLu*and MECHANICALS/PLUMBING DATED NOT PROVIDED. FASTENERS FASTENERS FASTENERS FASTENERS "'`xmkw an worts h a sero and altxl' ADDENDUM No. NONE rnwe»r. FACE _2-10dx1.5” FACE 2-10dx1.5" FACE G-IGdx3.5" FACE 6-16dx3.5" SM"E!•K.WEEFtltL hx= 70P 4- 10dx!,5" TOP 4-I01SIx1.5" TOP — 4-1Gdx3.5" TOP 4-16dx3,5" cx ` ----- MEMBER 2-10dxl.5" MEMBER 2--l0dxl.5" MEMBER G-IGdx3.5" T"RFR 6-1(Odx3.5'I D 1_E') I GN L-OAD 100 % -- - -- ---- T THIS 1 RUS JOIS 1 "+HOP DRAWING WAS PROVIDED 10 SUPPLEMENT A/E DOCUMENT 5. APPROVAL DRAWINGS ONLY SEE A/E CONI RACT DOCUMENTS FOR INFORMATION NOT SOWN HERE. STAGE FLOOR FRAf I NG LOCATION PLAN L IVE LOAD 125 PSF -_- -- __- --c - ------ N -/-) . STAGE — _ _ � P40T FOR R_CONSTRU_CTION PARTITION LOAD 0 PSF SCALE- 1/8" = l '-011DEAD LOAD 20 PSF ^ 12-09-03 TOTAL LOAD 145 PSF 1 \ BY DATE REMARKS A ��V'eterhacuSer HuSuu•s� ALL ITEMS "CLOUDED" MUST BE MARKED AS OK OR CORRECT INFORMATION PROVIDED. H • A . P • S . � err l e Nest 1 r-i c . T q2,J Sir. ,I 36 dupe Q'd Doo50, tvIFC200 i,I T yard OR 47 or 54. �, FrarneWorks®, Mmaa icrallo �, P ' m ,lo �, ^erformanre Plus*, Silent. Floor,, T imberStrmde, 1'Jla, and T 1M® aa re registered trademorks nd --LJRAWN- -- - 1-IECKED DATE ORDER NO 50FE1 - JI-"', TJLM-, TJLX'", TJW4-, TJS'', TJN"' and Trus Joist"' are troderrorks of Trus Joist, a Weyerhaeuser Business, Boise, Idaho. SKINK SAFE-1•Y - RF=AF_) INS-1 ALLAIION INFORMATION E)FFORE PROCFEDINCx DI II -2 -03 DATF CPRK T 12-01-03 C 02DOI51 0 F 5 NOTICE: IF THE PRINT OR TYPE ON ANY 1_I I III III III III III III I�jI III III l i l III I Jill I ' ! I I !11'l l l 1 11 I I ill I�.I III i Ill I I I I' l l l III III I�I I I I IIIIIII III III III III I I I I ' 111 IIIIIII III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 _I`�l 13� - 4� - I- ! I �J1 I I I I I�I_I!1 I. I gl I- �---I _�l_ I 1U1 I 11 I + 1 �C ,�►'L ( 3 zo 5 IT IS DUE. TO THE (QUALITY OF THE No.36 ORIGINAL DOCUMENT 9t 1; 8Z BT. LZ 9Z 6Z S(Z �Z 11� OZ 8t HI LT 9i tbt Et �i ii �t f3 13 I L 9 I9 tb E Z talletN IIII IIII�IIII IIII IIII IIIIIII►I IIIIII►III►IIIIIII IIIIIIIII�IIII II►Illlllfllllllll► IIIIIII�IIIII►Illllllllllllllllll�llllllllllrllll I il►�I�I 1111 till I I!I I � 11 1 , i Il,llll,,,j IT III►III IIII IIII�IIII�III llllllll�lllllll►l�ll.11l►Ili>u�l��tt>.I,III►1 I1�1111Wll1>.11llllllll�llll ll.i►lll�llll� I I_ DRAKRG GENERAL NOTES I$ LEGEND --ALL 1JI's WILL BE SENT LONG TO BE FIELD TRIMMED AS REQUIRED. WEB STIFFENERS ARE TO BE FIELD INSTALLED. MB1 MBI —FOR ATI ACHMENI OF WEB STIFFENERS, SEE TJI COVER DENOTES WEB S71FFEf\IFR REQUIRED SHEET . - --- - -- - -- - -1 - -- ---- - ---- --- --- --- ---FOR LATERAL SUPPORT OF NON--LOAD BEARING PARTITIONS �- UNDER TJI _IOIST�,, SEE DETAIL ON SHEET 4. CH Uj o CONTINUOUS HANGER "TYPE. SEE HANGER INFO. r ° ° XXX# -OPERATING WEIGHT OF MECHANICAL UNIT. IEVIEWED l�. I_ ° C X -NUMBER OF TRUSSES SUPPORTING UNIT. D SEE ATTACHEDT",;N-Z'.';TT,' I i G�:iVMENT 3 ° (p NOTE MARKINGS ON SUBMITTAL. � r u ° Architeet^t review than be only fc r poneral conforrnan.^-e with lh NAILING o ° ..-ipn concept and general compliance with the infonnaticn o ° o n in tho Contract Documents. Architoct's review shall not �� • nclude reviow c! s dimensloru, weights or gauges, p�' ° fabrication pr�:b methods, coordlnabon with ��' II • ° o JOIST TYPE DEPTH If SERIES t',o work of c.. or trads ,, l�h;precautions jiff of 4' tI _ I I 7/8" 7-11 PRU 350 t ..m tt;, rr,!o I The Architect N -�'Vr 911r,at _.cponsfble for11 T21I.88 7/8" 1 J1 PRO 150 not ch;arly n�t.d L 6J� D S 11 0H(- 17T3511.88 H4 U210-2 H8 H11412 BY�.Y..4L 1. FASTENERS -- ' FASTENERS - FASTENERS �•. �.� FACE2-IOdxl.S" FACE 14-IOdxi.5" FACE 16-IOdx3" ` Q-� ^ix1 5" MEMBER 6-10dxl.5" MEMBER 6-10dx3" 74 -LOCATION OF BEAM OR COLUMN BY TJ, SEE MATERIAL Olt` �� TOP _ �+-i�w..I. _- r - - _ - 120'-0" _ IJ J - NENBERI 2-I0dxl.5" -- LIST FOR MORE INFORMATION. JOA r-4 '-7yq" 35'-0" NOTE: AI-L BEAMS WILL BE SENT LONG TO -- ______------- - -- -- -� �"- BE 1=1ELD TRIMMED AS REQUIRED. 7'- 4" 18 -8 '' 19 C, z. 8'-11 5" 8'-43/4 ��lr r4l II17I �_3/4" BEAM TYPE SIZE SERIES) 11 104 ---.----- T'/---�1 _-_ �- ------ -- , II II --- 3 STRUC-1 URAL DEVIATION M PE2 PE2 �� PF2 rPE2 PE 1 nil PE 1 - r-- PAs - 5 I/4 x 11 7/8 PARALLA PSL HI I7-b'' l? PARALLAM BEAM TO BE -- WALL F.O.S. _ 4 - - -- --- --- -- - - - - - - - --- ___ F.O.S. _I SUPPLIED IN LIEU OF PEI's 5 I/4 x 14 PARALLAM PSL - - _ - - --- - - PC's 3 1/2" x 11 7/8" PARALLAM PSL HI P�,T,v� _- 111 HI) I HI — ANGLE - -r - - 10 �� , — NAILING — PD's 3 1/2" x IS" PARALLAM PSL rG 4 it - ' �� 4 -- rr�•^�� '.IC,PArt.4tine;•s�, , r,, �I PE's 5 I/4" x q I/2" PARALLAM PSL •--� uJ� 5 _J_— F;�,,, PF's 5 1/4 x 24 PARALLAM PSL G 200 tt QC I G �I H5 ACCCn :. :... ,. 1 i";:6'CECCf'nNCi: ---- n I �-1IT211.5B -2 MB's (3) - 1 3/4 x 7 1/4 MICROLLAM LVL 1p::3 C%n er!4 )men co wt or cxmtn madw on+f>e the q 114 - 4, -� H7 M I T35I 1.88--2k IQ drrw'^ :c`. rq ft:s rdui^rr do„n+•vlirrr r >w rn i 8 i 3 ��% Q OP — _ Q l/lI __ II0r*0g cp"c�w` NAIL MULTIPLE PIECES TOGETHER WII H MIN. 3 ROWS OF 2dx3/4 NAILS 1 -�- FASTENERS the derMn c Mrd n Wfl;s"n chv.is u `�•w t4 / —�----- onytnrrowlew4t>sregenorato�trrrrt�r.�•�, AT 12 O.C. (STAGGERED). SPECIFIED NAILING IS FROM EACH SIDE. S I I � Q -- _ •_ , t-- _ l� FACE 4-16dx 3.5" a crwrvgn aer>nept of the prolert and gl�nwrel r• t Q - - I IY �" 1 L O v TOP 2-16d x 3.5 comp inoa,adth tie Informn;k�,ptvrm In,,'» LLI U I b I H 4 I_ a K " N wT_J �111111 v I 5 -_ �' bie for:,c;on*kand o0 of ti y:)aus w NOTE S �9 !YN5 H5 H I d , N N C� --' n9 � MEMBER 2-IOdxl.� mand dlrf")nc;ons;seiectnp iat4Ation wtce.vs PLAN and tvcNil.;ues of ocrstnrcllcn:ooardinat-Ln L , - 1 IIlr hc,c wrxlc wnh mat r+f a3 utt.nr truces rind toCL _ i 5 III 13Y -- I p^rturcnMrg an Nock In a sage and s.Kfsfaclory IFIELD N4 - "1ef1f . OCOL MNDSADDL�IMAXrO AVOID INTERFERENCE WITH __ _ - , 0 ELEVATOR OPENING. CV D I 5 (7j I -- (V �� OZ) ' , r,,i K _ I-I 'I _ -- DB9d I - co Q fY - rr, F - -- R 5 4 2 � O - - �� --�• 3 DENOTES KITCHEN HOOD. CONTRACTOR TO PROVIDE EXACT �_ 1 O WEIGHT, OPENING SIZE AND LOCATION, II PD 1] PC4 CE 1 PE 1 PE 1 '3 PC2 F Q - �' — -- -- II UNO NI NI _� �a8 4 HI - -- = CONTRACTOR TO VERIFY 4 INDICATES LOCA.TIONP F SAVER AT FIRST AND SECOND I - _ -------- ------ _ _ - _ - _ - -- _ - ---------- - - AL BEAM LFNGI H5 PRIOR FLOOR. COUNT TWO - NI I DEN07 ES COLUMN BY OTHERS. T 1 - 1I'. 7 -t. I Hl I 1116 I . . t 1 I�1 NI71 I I TO FABRICATION. O I. I I I I 6. ll H8 6. PC3 I I i 6 DENOTES FIELD ASSErIBLED DOUBLE JOISTS UNDER WALLS. ---; I O a p� I SEE DETAIL ON SHEET :45. —� _______ �_--�-_-�—�_-_ -. i __ _ � ------- -------------------------------- O ADDITIONAL JO I_) ^�B L E D co NOTE: ALL PARALLAM AND MICROLLAM BEAMS ARE r ` �S AT THIS LOCATIONS. FIELD ASSE/ II I `/ 1 II D / DOUBLE _IOM . SEE DETAIL ON SHEET #5. PROVIDED E-3Y IRUS JOIST- AS SPECIFIED ON THE 26 REQ1D. Il 127 REQ'D. 11 25 REQ'D• i PROJECT PLANS AND SPECIFICATIONS ANn 31ZE5 (� DENOTES FIELD ASSEMBLED DOUBLE JOISTS. SEE DETAIL i II H I i 11 H HAVE NOT BEEN VERIFIED BY TRUS JOIST. 5 ON SHEET US. I II 12 1 12 I1�---0 q J 4 q DENOTES WALL ABOVE. ~� I I I I II i I )N I I I I DENOTES NON BEARING WALL BELOW. F.O,SEI j APPROVAL DRAWINGS ONLY ---- ------- G (tr7PF1 F - -----.- - -- ----- -- l I FIELD CUT BEAM AT SUPPORT LOCATIONS. E .c ~•11,, 4 NOT FOR CONSTRUCTION A 25 SPS @ I E i1 OC = 331-411 25 SPS @ 12" OC = 25'-0" 25 SPS @ 1611 OC = 33'-4` )2 12.09.03 c - 12 IS SIORL�f�E FIVE LOAD 125 PSF? PLEASE VERIFY. JOIST S -I J Uj ------- -_.... WILL NO WORK FOR THAT CONDII ION. JOIST S CI 4 D7, LD Q 1'-2yg" 11yq" 3 U �j / 13 STRAP PROPOSED AT THIS LOCATION HAS A NAILING Ll_ 131-ly 11 c�3'-qY?11 __- 4 13'-ly4' -V�- TO VERT CLOSEST THAN THE ALLOWABLE FOR THIS PRODUCT FOR - 120'`011 ALL ITEMS "CLOUDED" MUST BE MARKED AS OK __ _�- -__--- —_- -_-___- ------------------------ OR CORRECT INFORMATION PROVIDED. TJ SHOP DRAWINGS PREPARED FROM: ARCHITECTURALS DATED 01-29-03 GENERAL CONTRACTOR TO SIRUCTURAI_S DATED 01-29-03 VERIFYDIMENSIONS DUE TO MECHANICALS/PLUMBING DATED NOT PROVIDED. A DISCREPANCY BETWEEN - --- rr - ---�- --�.-- _� --.---'-. -- --- -- A D D EN DIJ M No. NONE DES I C-TN LOAD TOO % ". . .' CORRIDOR . . . ' C CORR I DOR S TORAS E2 FIRST AND SECOND FLOOR ---- - -- -- - - - PLANS. THIS I RUS _1015T 51-IOP DRAWING WAS PROVIDED TO 5UPPL_EMENT ��COND F LOOP, RAr 1 I NG LOCATION PLAN T I LIVE LOAD 40 PSF -- — A/E DOCUMENTS - — ------ �_�.. — _ PARr 10'N L OA D 0 PSF DESIGN LOAD 100% _DESIGN LOAD D 100/ SEE A/E CONTRACT DOCUMENTS FOR INFORI"IATION NOT SHOWN HERE. SCALE: I/Ih" - 1 ' -0" --- �- — --�- DEAD LOAD �20 PSF LIVE LOAD 100 PSF LIVE LOAD PSF TOTAL LOAD 60 PSF DEAD LOAD 20 PSF DEAD LOAD ___ PSFAX L�- - _ TOTAL LOAD 120 PSF TO] AL � LOAD _.�_ PSF r Z� T-RUS JOIST PRODUCTS HAVE BEEN SIZED --�- ,� FOR THE LOADS INDICATED ON THESE t--- - --- -- - - -- -- ® TM BY DATE REMARKS ;1 Weverhacuser BLIS'110� PLACEMENT PLANS ONLY, ANY ADDITIONAL- LOADING MUST BE SPECIFIE=D, AS ADDITIONAL MATERIALS MAY BE REQUIRED. B . A . 'c ple NestnC T1gan! 8tr. tt-20o --- --_-._._ T igard, OR hUI )3-001050, 51 zo .,, 1 DRAWN DATE CI IE DATE ORDER ND j SHEET FrameHorkse, Microllane Parollame, Performance Plus, Silent Floors Timber5trande, TJI• orf TJMe ore registered F3 11 2� 03 PRK trade-nor" wd DL_ JL-, TJLM-, T.JLX- TJHT•, TJ5'•, T ,""' and 'rus Joist- are trademarks of Trus Joist, a Heyerhaeus^ Idaho THINK Business, Boise, K. SAFETY RE-AU INSTAL-LAI ION INFORf"IA T ION BEFORE PROCEEDING . � 12-01 -03 �- 0?D03 ! 57 3 of 5 IJill � l I � III III IVIII�I 10 11 I11 I NOTICE: IF THE PRINTOR TYPE ON ANY 1I I I TCS F 1�! lI 1111111 2III4l 6IMAGE IS NOT AS CLEAR AS THIS NOT ICE, I I ► L j ` ' IT IS DUE TO THE QUALITY OF THE "o ae �•="`"-� ORIGINAL DOCUMENT E 8Z tll t1i 97Zf+ZZIi1t 9iT 4i 6i til Zi ii 1 8GIIllllllllllllllllll►► lll � lllllllllllIl11 l ►I11l1lllllilliIIIIill1i . liII llllllllll�ll.11llIIIII�� I llllllll�l I�IIIIIIIIIIIIII�IIII�lllllll �Illlllll DO NO-1 SCALA 1 1.-115 DRAWING - --- - - - - - - - - - - - - - - TRUSS CLIP BY OTHERS STUD WALLAS OCCURS EACH SIDE OF TJI WEB STIFFENERS BY 1 _1 —_--- EACH SIDE OF TJI.99 (SEE TJI —moi ' f " IYa"xq2" I IMBERSTRAND- REOUIREDCOAVER MEET FOR lya"xgy2" TIMBERSI RAND BL-CK. G Bl TJ BLCK'G BY TJ �UPPORl MEMBER —FILLER BLOCK BY 01HER5 NO WEB STIFFENERS @ -TYPE A'S. FY OTHERS (NAIL TO TJI NEW > LOAD DISTANCE "X" BLOCKS NAILED TO - (GAP BE7 WEEN LATERAL BRACE —_ WALL t .JOIST) NON-LOAD BEARING NOTE: USE THIS DETAIL )R LOADS EXCEEDING 250 lbs. PARTITION WALL—� PER TJI. A 250 lb. LOAD CA�4 BE SUPPORTED ON — -DISTANCE "X" EACH SIDE OF THE TJI BOTTOM FLANGE AT F'-0" D S T,'SNC E IIXII (GAP BETWEEN ON CENT ER, PROVIDED THE LOAD IS INCLUDED IN UNDER ROOF UNDER FLOOR WAIL 4 JOIST) —2x STL)D WALL NORMAL DESIGN LOADS. 2x 57 UD WALL SPAN "X" SPAN "X" 0'-20' ---Jl I%° 0'-20' /" 2x4 STUD WALL 20'-40' 2/" 11 2L; -40' I/4" 40'-60' 4" 40'-40' 2" NOl E: ;^JEB STIFFENERS REQUIRED FOR Al TACHMENT OF FRAMING ANCHORS. FRAMING A a SUPPORT ANCHORS BY OTHERS, NOT SHOWN. .SUPPORT DETAIL LATERAL SUPPORT FOR 2 q 4 REF. 4/51.2 REF. 6151.2 FOR LOADS SUPPORTED FROI"1 TJI NON -- LOAD BEARING PARTITIONS REF. 2/52.3 1/4xq 1/2 TIMBERSTRAND BY TJ II II TJI JOIST 1 Jt JOIST- 2x BI_K'G BY OTHERS BY TJ /�1y4 Xq-2 TIMBERSTRAND 2x JOISTS BY OTHERS BLOc:KING BY 7J. / RIM BY TJ - - I BEAM PER PLAN----, HANGER BY TJ 2x STUD WALL SEE PLAN FOR 2x STUD WALL HANGER -2x STUD WALL REF. 13/S2,3 REF 5/51.2 q REF. 12/51.3 REF. 1(o/51.3 REF. 14/S2.3 REF. I/S2.3 STUD WALL ST—UD WALL - TAS OCCURS WEB STIFFENERS BY TJ OCCURSAS EACH SIDE OF TJI. WEB STIFFENERS BY TJ (SEE TJI COVER SHEET FOR.ti- Iy4"xll�" TIMBERSTRAND EACH SIDE OF TJI. REQUIREC� NAILING). (SEE TJI COVER SHEET FOR WEB Sl-IFFENERS BY " .J WEB S1 IFFENERS BY TJ ONLY @ DOUBLE JOISTS. BLCK G BY TJ REQUIRED NAIL;iJG), EACH SIDE OF T�!. EACH SIDE OF TJI. V4"x114" TH-1BERS7RAND (SEE TJI COVER SHEET FOR (SEE TJI COVER SHEET FOR — BLCK'G BY TJ REQUIRED NAILING). REQUIRED NAILIr"' ). / d HANGER BY TJ \�_ --_-- - - SEE PLAN FOR TJI JOI51 BY 1 J HANGER E3,_AM PER PLAN I �% j \--TJI JOIST BY TJ \—TJI JOIST BY TJ V_ _V 1IMBERSTRAND BEAM PER PLAN -- 2x STUD W,1LL \\_ lV4'1xII9" BLOCKING BY _TJ _t�_ 2XZI STUD WALL NOTE: WEB STIFFENERS REQUIRED FOR G NOTE: WEB STIFFENERS REQUIRED FOR N J NOTE: WEB STIFFENERS REQUIRED FOR K__ Al TACHMENT OF FRAMING ANCHORS. FRAMING REF. AA/A7.1 Al 1 ACHMENT OF FRAMING ANCHORS. FRAMING — AT�T-ACHMFNT OF FRAMING ANCHORS. FRAMING AN�HOf: BY !11 HERS, NOl SHOWN. REF. 1/52.3 ANCHORS BYOl BIERS, NCT SHOWN. REF. 5/52.3 REF. G/52.3 4 ANCHORS BY OTHERS, NOT SHOWN. � br 0 BY DA1 E REMARKS A Weyerlieuser Business + B . A . P . S . Temple Nest Inc . Tigard Str. 11365 Tigard, OR 8'.I!'20jj-00056 , ME .2003.0004: r FrarmeWork5Microllano Parallam0 Performance PIu50, 5ilent. 1-Ionr®, 1 mber5trmd*, TJI•, cid TJt-16 are registered trademarks and DRAWN DA-1E-— CHECKED DATE 0I - 03 CADATE ORDER NO 50FET 7 -1 OF 5 1JLTV, 1JLM'w, TJLXO1, TJW-, IJ5"', TJHTM and Trus .1.,istl are raemau , a .tdrks of Trs JoistWeyerhaeuser Business, Baine, IdahoDLE3 11 - 2V 03 PRK �IL02 D03 113 --�- JI-11WSA>=�ET1' - READ INSTALLATION IN1=UR1'1A-1"-ION E3EFORE PROCEC=�DINC� NOTICE, IF THE PRINT OR TYPE ON ANY ' 1 1 I I I I I j I 1 1 1 1 1 1 1 III 1 1 1 I t 11111111 I I 1 1 1 1 1 l 1 1 I I 1 I I l I i 11 I l 1 1 11 1 11 VIII 1 1 1 1 11 1 1 1 11 I I I3;j� I I I I I I !! I I I I! i I III I I I I 1 1 1 1 111 I 111 11 11' 1 1 1 1 1 1 1 1111111 111111 III III 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 11 1 I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - L----- -3I _ l I- 1 - -__L -.- L ----I ---gl — -I--- 1- -I -IQI -111. -- - I�� C� /YL- o�UO IT IS DUE TO THE QUALITY OF THE No 78 -':=-- ORIGINAL DOCUMENT � 6z 8(7, Glz elz �1z 6Z EZ z 1[ z Ov [ii 181 LI 9I vt 6i El zi ii [ [ 6 l8 L 9 9 fi E I Z IIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIII!II !IIIIIIII j�jllll►I�j11111j►j 111111111 j►j111111�111�111j�►IjjT�l�1 ljlllljjljll111�jIj111j�j 1111(1111 IIIjljijj Ijjj11111111111 Ij 111111111111111111111!] i -�� ,f I i 1 IIIIIIII1111111111ll I X11111 III Ill►111 III II111L1111 IIIIIIIIIII 1111W1�111 1 N i DO NO7 SCAL._E 1 015 DRAINING FILLER BLOCK BY OTHERS- HANGER BY TJ FILLER BLOCKS BY OTHERS TIGHT TO TOP FLANGE 5EE PLAN FORTIGHT TO TOP FLANGE (SEE TJI COVER SHEET TJI COVERSH[=ET HANGER---� FOR REQUIRED NAILING) FOR REQUIRED NAILING) A J - V4`xcV2` T I MBERSI RAND RIM BY TJ A - WEB STIFFENER BY TJ A EACH SIDE OF TJI. (SEF TJI COVER SHEET 1-IANGER BY TJ FOR PEQUIRED NAILING) SEE PLAN FOR HANGER -- _ 77f —_ � FILLER E3LOCKS NET FILLER FILLER BLOCKS NET FILLER BY' OTHERS BLOCK SIZE p BY OTHERS _ BLOCK SIZE IGH7 1 _.11 PRO 150 /2111X5//1311x81/511 7 1G11T ----- I. CONNECT INSIDE FILLERS TO JOISTS TJI PRO 150 /2"x5'/e"X81811 I. CONNECT INSIDE FILLERS I O JOISTS T JI PRO 350 1x5 /8 x8/e WITI� 10-IOd NAILS EACH SIDE=. TJI PRO 250 5e11X5%"X81/8' 2x4 STUD WALL W17 H 10-10d NAILS EACH SIDE.C _ TJI PRO 350 I"x57/ 11x8%e" 2, CONNECT OUTSIDE FILLER 70 GAP GAP— DOUBLE PER WEB STIFFENER NAILING REQUIREMENTS ON TJI COVER SHEET. SECTION A-A SECT ION A-A (TYPICAL AT 73 HEADER FILLERS) L M 5 REF, 12/51.3 5 FIELD ASSE-1"IBL E-D DOUBLE JOIST 1 I 1 A2 ~O A BY DA7 E REMARKS A Weyerhaeuser Business B . A , P . S . Temple, West Inc . TI(jaid Str 11365 HUP2003 00050,%IEU00. T I gc1rd, OR 50 of 51 DRAWN DATE CHECKED DATE ORDER NO 0, FromeWorkse, Microllcme, Porollan®, Performance Plus, Silent Floor, Timber5trandTJIs, and T.JM� are registered trademarks and 1l C TJLrI DLE3 I I 2� 03 PRK 12- 01 - 03 C 02 D0�3 � 5 ", JLX-, TJW-, TJ5-, TJHa and Jrus Joist, are trademarks of Trus Joist, a Weyerhaeuser Business, Boise, Idaho. THINK SAF E �T1' READ INSTAL I'�N INF-OR�`1A-f- IOf� BEFORE PROCEEDI C� I _... NOTICE: IF THE PRINT OR TYPE ON ANY f I f I I III III III 1 ' III III III III III III III I 1 ! III III ! 1 I III III II I III I 1 ' I I I ' I I IIII III III I LII III III III III III III III III III I I! I I I I I I III III I I I I I I ! III III I I I I I I C 1 2 3I -1 - I - 5 -- 6 IMAGE S NOT AS CLEAR AS THIS NOTICE, 1 -__ I _ L__ IT IS DUE TO THE QUALITY OF THE 1 No.38 ORIGINAL DOCUMENT £ 8Z 817, LZ 9Z I STZ IbZ £Z I Z iZ UZ 'ii 8[ G�11 9i 5i t'l Ei Zi It U�t 8 I TS 1 IG 9 �4 I 1( � ll11 IIIIIII� III111111111I1�llllllllillllllllll lllllllll�lllllllll III, IIIlllllllllllll�llulillll Ill 1 i ( ��II�IIIIlllll ►1111111111111111 � .I 1.111,11 111111►IVIIIIIIII111111.11�1�II1111II 1111 111,1111111, I II11�11 ►� � II REVISIONS BY NEW SHEET GDE '?EVI;IQW5 PER 3-30 04 - CONTRACTOR p Q - I' STUCCO FINISH OVER 1/2' p Q 1' STUCCO FINI5H OVER 1/2' ~ ►�- INTE RIO ~ INT fa APA RATED SHEATHING AFA RATED SHEATHING _ -- OVER 2x6 STUDS a 16' G O.G. C OVER 2x6 STUDS m 16' O.G. pi — -- - -- - -f— - -�- -- — � — ------------�t _ ----- ---------- ----------- --------- - J _ _ T 12' i � _, � — .- 1 J l 1 ��— Ts 2xl2xva --- -- -- EXTIOR I l EXTERIOR I - - --- - - --- 3.5 OR 4' I __ -FOOTING 3- SEE A8.5 3/8' DIA TEK BOLTS T 7$ O.G. WELD 8 / - STEM WALL I � T5 2xl?xl/a- Ae�L A8b (DA" TO T5 12x2x1/4 - � A852x4 BLOCKING rI Z 7 I _ I �- TS 2x12xI14 - 1 A& Abb TS 4x4xl/4 - -- - - ---- ` ------ ROOF TILE (TYP. COLUMN) <`J ROOFING FELT p r I FOOTING F --- ----- �- �� F 3/4' W/R PLYWOOD d I I I gTEM WALL 4 I 1_ �J � � � TS 2xl2xl/4 - EN lNEERED SHEATHINGWO D I I �� 1 �l l �l -I I I __ - ----- - - ---- 1 1 TRUSSES - �, - --- --- - f.i.l FLASHING AND _-- _ _ I 1 J J TS 4x4x1/4 4 3 I II I COUNTERFL ASN TNG I _ 2' CONT. VENT '��. A8.5 1 1 (TYP. COLUI 1N) IN_�A 9 A8b I AB�-- REQ'DColl 3/4' PINE TRIM - __ � 8.5 - EAVE ABOVE 2'-4' 10'-4' SAVE ABOVE - - 4--08 2'-4' 10'-4' O CO ' 2I LAYERS 5/8' � GYP BD. TS 12x2xI/4----- L— r"-'RIFINISHED 1/4' - 1x8 FASCIA PLAN A PLAN C FIBERTECT SOFFIT APP. 8'-4' A.F.F. APP. 9'-l' AFF. >.. �+- Bl GERTAINTEED U t- AND BELOW p I' STUG�;O FINISH OBER I/Z' TRUSp Tn �� j INTERIOR r4 -1' STUCCO FINISH OVER 1/2' ~ �� IVT S BEAM CONN. REPLACES APA RATED SHEATHING �_ `n APA RATED SHEATHING= = z ~ „ • 'I ll OVER BTUDg Ib' O.C. LL: OVER 2x6 STUDS A 16' O.C. / = � - @ File Name: 27-cd4.dwg 8.�0 �_ - __ _� - - „ ��yy. - — Q cr � c Edit Date: 04-07-04 (10:16:15) - -- -- - -�`"--- i�_ ^1 _ I - ' EXTERIOR I EXTERIOR I oc6o D37 13 ' J N m C T5 4x8x1/4 I C TS 2x4xl/4 I A8b I ¢ w � }I r I ?1 J r 10 �I '48'6 T5 4x4x1/4 I A8'6 TS 4x4x1/4 1 W (TYP. COLUMN) F I (TYP. COLUMN) Q0 cc I PLASTER I 1`- 1 -TS 4x8x1/4 4 — - I- 1 JJ TS 2x4xI/4 r 4 ' V r1ouLD (TYP..) J �� a FLASHING, 'Z' BAR i 19 I� / li "A5 AND COUNTERFLASHINGA8.6 I .48.6 1 I AS 6ROOF TILE - CONT. Ix4I— — — _-- -- — -- _ --- _-- A9 REQ'D — -_ 51M. ��QI A8b I A8.6 A8h I A8b ROOFING FELT ---- EAVE Ai3OVE - - -�-- - _ _ 4'-0' 2'-4' 10'-4' EAVE ABOVE 4'-0' 2'-4' cr 3/4' W/R PLYWOOD 2x4 BLOCKING - - -- -- ---�--- --- SHEATHING - PLAN E3 _ FLAN u APP. 8'-9' A.F.F. APP. 11'-4' AND 13'-0' A.F.F. ' +�~ I' STUCCO FINISH OVER 1/2' (2) 010 5CREW5 INTO EA. INR /- APA RATED SHEATHING WEB 0 24'O.C. OVER 2x6 STUDS ® 16' O.G. Z/I(v' APA RA-i ED - 6HEAT14ING CANOPY PLANS I -� JJ . �- � - TSI 2x EXTERIOPREER ' INEEES AT WOODTRUSSES AT VARYING HEIGHTS - —3 CIO, 2'- O.G. 114" 1'- @ I I WOOD T � File Name: 27d-Pcy.dwg T5 2xf2xl/4 � A8b TS 2x 7x /4 � I t Edit Date: 03-30-04 (11:27:28) -- z(A7/ , TS 4k4�1/4 I I I I Z -- - _ (TYO OLUMttI) Q r METAL C-CHANNEL ROOF '— i � TRU55ES BY OTHERS I DOUBLE 2xI T 14 02 STUD AT 48' -ENGINEERED -- 2x6 DF \\ 1 1 ) I � 2xl2xl( —� r� WOOD TRUSSES % O.G. (T`-PICAL SINGLE STUDS Z W 3/8' DIA TEK BOLTS AT Ito' O.C.) _� - _�, Aab s t I �Iri 1 �.— cc AT 24' O.C. WELD � v4' - - _. __— - --- - - _ - - Lu TO 7S 12x2x1/4 ---� 1/4 �_ ----_ - ------ _---- -- - -- ---�-— Lo _ _-- - _ Lb � P�1F. - Z " l A REQ' -�- vJ ' I/4'x4-3/4'x9'PL. - _ � o J .) AT 4' O.C. --- - -- - _ 12 12 f� _ - — 1 PLAN E (� _ z C'� - APP. 16 -6 AFF. ENGINEERED WOOD- --- I 4 --- ---- ��3 I/1' vuj - - TRUSSES rte---—-- I AND ABOVE: W � � cc O . � - TOP OF STEEL -=_ - - - O !R z 0 3i4' PINE TRIM -- PLANE ` --�- - ) I W (2) LAYERS 5/8' } (P Aab - J Ira I UJ _ cc X GYP BD, C PERFORATED - -- METAL SOFFIT --� F- PRIFINISHED I/4" 13'-0' AFF. TS 2xl2xl/4 FIBERTECT SOFFIT - PLAN D - - --- -- ---- - - 4 BY CERTAiNTEED - C 11'-4' AFF. - - -. _ 1/2' *LAN D --12� - Z � TS 12x2x1/4 -` AFF. _ I/2'�-- _ .� T ------ PLAN G I' PL ASTER ---- - ---�. "-2 3/4' (2) �, 8'-9' AFF. P AN B THRU-BOL' � 7/16 APA RATED — _ T5 2xl2xl/4 SHEATHINCG 8'-4' AF.F. - TS 2x4x1/4 AI5 PLANA 11 \ T5 4x8x1/4 8.6 - A8.6 -GUTTER I �� / DRAWN CANOPY ROOF TO / JLE WALL -CONNECTIONREPLACES PA PERFORATED CHECKED -- CKED - �� E L CES METAL SOFFIT _ROC: 1 1/2" 1'- on Vile Name: 27-cd 16.dwg DATE T5 4x4x1/4 JAN. 2 I - 9th, 2_0_03 (TYP. COLUMN) Fdit Dote: 04-07-04 to9:ns:o7) �� ---- - ---- ------ —I SCALE r45 NOTED JOB NO. FIN.-FLOOR - 1' @@-Di<L.-121 _.._ _ - ,II FRONT ELEVATION I SIDE ELEVATION SHEET EAs SECTION --- - CANOPY SECTIONTiciard •Str. 1 �365 BUP2003-00050, NIEC2003-u0042 AND ELEVATIONS 51 of 59, OF SHEETS 1/4" 1'-- Oi° File Name: 27d-Pcy.dwg File Name: X27p-C01.dwg Edit Date: 03-30--04 (1t:27:28) Edit Date: 04-07-04 (1014 1C r NOTICE. IF THE PRINT OR TYPE ON ANY I I' 111 111 11 � III III III 1 1 III III III III III III I I I I! : ' III ! 1 1 1 1 1 V I I I ! I S I I I ! ! ! 1 1 1 1 1 1 ! ! I I ! I I I ! V I I I f ' I I I I I I III I i III 1 1 1 1 1 1 1 1 u � I I I I i 1111111 III III II ., III IIS` III III III II ISI III II IIIII II 1 . IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1l _ --— 1 31_ -- L _ 4L _ I rj f 1 I / g I 10, � 1111 1� `�C{ ► t , �, l T IT IS DUE TO THE QUALITY OF THE x,0.38 �.x�.,• I LiN ORIGINAL DOCUMENT 8 sI7, 87. Lf z e�z z ibz sti I z tz ' o�z 18�T e[ tT 9T 9T ibt t;t tiT TT r o 8 I L s st tb sE L TS , IIlI 1111�11ii1!III�IIIIIIIII�IIIllllll�lllllllll�lllll! .Ill lel III ILII II! 111111 � ► I � , I ll► ►Il 1111 !I � X111 IIIIII►11111111111111►111111 ►11 III , III � 1 � II I� I I �! �IIII�IIIIII,IIIIIIIIIIIIIIIII�IIIIIIIIIIIIII� II I(IlII I � r I � I T I I� L111�illlllllllllllllll �l�lll111111�1111llll11111IIlIIIIII111JI�IIIIIIINII� RKVNWM my R5;uE PPR sY R.B. ROOFTOP UNIT SCHEDULE :OM '+ENX5 4-18-03 EQUIP AREA TOTAL FAN COOLING ] ( OPER 1 HEATING NATURAL GAS ELECTRICAL MODEL TAG SERVED CFM OSA ESP BHP EDB EWD F_ER/SEER TOTAL MBH 5' SEN MBH 5 MBH-IN [6] MBH-OUT EFFICENCY CHAR FLA_ MCA MOCP WEIGHT MANUFACTURER # REMARKS RTU-1 SABHA HALL 4000 2250 .40 1.85 80 6_2 11.0 - 112.8 109.7 _ 180.0 _ 144.0 80� , 60 55 52.3 60 1400 Lbs. CARRIER 48HJD012 2 4 _T, 6 7 _ / 208/3� ] RTU-2 SABHA HALL 5000 225_0 .40 3.41 80 62 1 9.5/- 136.5 _ 135.8 _ 224,0 179.2 �80% 208/3/60 64 60.6 70 1400 Lbs, CARRIER 48HJD014 [2][4][3][6][7] RTU-3 DINNING HALL 2400 1125 AD 1.55 80 62 11.5/-- 72.9 - 71.2 150.0 120.0 80% 208/3/60 32 _32.8 40_ 800 Lbs. CARRIER 48HJF007 [2][4][3][6][7] -RTU-4 DINNING HALL 2400 1125 .40 1.55 80 62 11.0/- 72.9 71.2 150.0 120.0 80% 208/3/60 32 32.8 40 800 Lbs. CARRIER 48HJF007 [2][4][3][6][7]_ RTU-5 CHAPEL _ 240_0 1125 .40 1.55 80 62 11.0/- _ 72.9 71.2 150.0 120.0 80% 208/3/60 32 32..8 40 800 Lbs. CARRIER 48HJF007 [2][4][3][6][7] RTU-5 CHAPEL _ 2000 1125 .40 1.04 80 62 11.0/13.0 56.6 55.0 _ 150.0 120.0 80% 208/3/60 28 8.9 35 800 Lbs. _CARRIER 48HJF006 [2][4][3][6][7] RTU-7 RECEPTION 1600 45 .40 0.63 80 62 11.5/13.0 _ X5.2_ 41.8 _ 72.0 59.2 80% 208/3/60 22_ 22.5 30 800 Lbs. CARRIER 4811JD005 [2][4][7] _ RTU--8 UNUSED SPACE 2000 0 _ .40 1.04 80 62 11.0/13.0 5_6.6 55.0 150.0_ 120.0 80% 208/3/60 28 28.9 35 800 Lbs. CARRIER 48HJF006 [2][4][7] RTU--9 UNUSED SPACE 2000 0 40 1.04 80 62 11.0/13.0 56.6 _ 55.0 150.0 120.0 _80% 208/3/60 28 28.9 35 � 800 Lbs. CARRIER 48HJF006 [2][4][7] RTU-10 CLASSROOM/ STORAGE 2000 900 .40 1.04 80 62 11.0/13.0 56.6 55.0 150.0 120.0 80% 208/3/60 28 28.9 35 800 Lbs. CARRIER 48HJF006 [2][4][7] [1] DESIGN CONDITIONS: 95' F AMB'ENT Y [2] PROVIDE WITH ROOF CURB PEfl MANUFACTURERS RECOMMENDATIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ROOF INSULATION HEIGHT, VERIFY WITH EQUIPMENT MANUFACTURER, FOR RECOMMENDED CLEARANCES ABOVE ROOF. L [3] PROVIDE WITH ECONOMIZER, /,ND 100% POWER EXHAUST, o in N 1 [4] PROVIDE UNITS W/ ELECTRO141C AUTO CHANGE-OVER HEATING/COOLING T-STAT W/ FAN CONTROL ro A m [5] THESE VALUES ARE BASED UPON MANUFACTURER'S DATA, ASSUMING 80-F DR/627 WB ENTERING AIR CONDITIONS. p 00 [6] TWO STAGE BURNERS a o 3 [7] DUCT MOUNTED SMOKE DE-ECTOR PROVIDED AND WIRED BY ELECTRICAL, INSTALLED BY MECHANIC aL. N 3 [8] PROVIDE DUROBLADE ECONDMIZER, AND POWER EXHAUST. Ld x �. W CO •- OL m c EXHAUST FAN SCHEDULE = w V V cc 0 EQUIP "'AREA SERVED TYPE DRIV_;_ CFM ESP RPM SONES WA TTS ELECT OPER MANUFACTURER MODEL # REMARKS O cc "' `r TAG (HP) WEIGHT Q ~" m EF-1 WOMENS RR INLINE DIRECT 200 .125 1360 2.2 69.9 115/1/60 25 COOK _ GN-320 3J 4 0- o EF-2 MENS RR INLINE DIRECT 200 .125 1360 2.2 69.9 115/1/60 _25 COOK -GN-320 [3][4] _ _j cn EF-3 OFFICE RR CEILING MTD. DIRECT 50 .125 1050 1.3 35.9 115/1/60 22 COOK GN-220 [3][4] •• - z �o EF-4 LIVING UNIT RR CEILING MTD. DIRECT 100 .125 1050 1.3 35.9 115/1/60 22 COOK GN-220 [1][3] W o o EF-5 ELEV EQUIP. CEILING MTD. DIRECT 150 .125 1500 2.5� 112.0 115/1/60 _ 15 COOK GN-160 [2][3] a EF-5 _RES. KITCHEN ROOF MTD. BELT _ 600 .250 821 3.2 (1/6) 115/l/60 55 COOK 120C2B [1] W cF-7 _ SHOE ROOM CEILING MTD. DIRECT 180 .250 1360 2.1 _66.8 115/1/60 25 COOK _ GN-320 [31[4] EF-8 SHOE ROOM CEILING MTD. P'RECT 180 .250 _1350 2.1 66.8 115/1/60 25 COOK GN-32.0 (3][4] _ EF-9 DRESSING ROOM INLINE DIRECT 100 .125 1050 1.3 35.9 115/1/60 22 _ COOK GN-220 f 1][3] p PR of- EF-10 DRESSING ROOM INLINE DIRECT 100 .125 1050 1.3 35.9 115/1/60 22 COOK GN-220 (1][3] ��, - - 5 4Ff 1- 7 [1] [1] PROVIDE INDEPENDENT WALL SWITCH. `r [2] INTERLOCK WITH HEAT RISE T-STAT. [3] PROVIDE WITH WHITE METAL GRILLE. [4] INTERLOCK WITH LIGHTS. OREGON 4'A r 21, �P? SEN T.BN GRILLES, REGISTERS AND DIFFUSERS SCHEDULE -Z a EQUIP. AREA NOMINAL NECK MATERIAL. FINISH ��NTING MANUFACTURER MODEL_ # DESCRIPTION TAG SERVED FACE SIZE SIZE E [2] SD-1 - 4 _ 1 STEEL #26 WHITE HARD TITUS TMRik ROUND TYPE 1 W/ MODEL B OPTIONAL OUTER CORE. O SO-2 -- + �3 Ill STEEL #26 WHITE HARD SIDEWALL - TITUF 272RL (4 WAY) BORDER TYPE 1 FOR SURFACE MOUNT, y RG-1 - - 4 1 ALUMINUM #26 WHITE HARD TITUS 50F RETURN GRILLE - 1/2 x1/2 xt EGGCRATE. m EG-1 -- [4] (1] STEEL #26 WHITE HARD TITUS 350RL EXHAUST GRILLE - 3/4 SPACING, 35' DEFLECTION [1] SEE PLANS FOR NECK SIZE, LEAD IN DUCT SIZE SHAH. BE THE SAME AS NECK SIZE. PROVIDE SQUARE TO ROUND TRANSITION AS REQUIRED. Ti [2] CONTRACTOR SHALL VERIFY ALL CEILING TYPES BEFORE ORDERING GRILLES, REGISTERS, AND DIFFUSERS. [3] NUANAL FACE SIZE SHALL BE SIZED WITH NC RATING OF 25 OR LESS. [4] NOMINAL FACE SIZE SHALL BE S17ED WITH NC RATING OF 25 OR LESS. PROVIDE WITH 24"x24" LAY-IN CEILING PANEL TO MATCH CEILING TYPE. PTAC SCHEDULE LOL�!�' AREA CAPACITY AMPS COOLING/HEATING w � TYPE VOLTAGE MOCP MANUF. MODEL /� Z wTAG SERVED COOLING HEATING I4TR KW COOLING HEATING "- w PTAC 1 BEDROOM ELECTRIC HEAT ELECIRIC COOLING 8900 6400_ 2.3 208/l/60 3.8 9.5 15_ CARRIER 52CE209-3 H-- PTHC 2 LIVING ELECTRIC HEAT ELECTRIC COOLING 14,000 _ 64On 2,3 .208/l/60 7.6 10,0 15 _CARRIER 52CE215-3 LL PTAC 3 OFFICE ELECTRIC HEAT ELECTRIC COOLING 8900 6400 2.3 208/1/60 - 3.8 9.5 - 15 CARRIER, 52CE209-3_ W O () r0�� ACCESSORIES: WALL SLEEVE, OUTDOOR GRILLE, DRAIN KIT. MOUNT PER MANUFACTURE V o � jj INSTRUCTIONS. W Q Q W i _J o0ZO Wm ALL MOUNTED ELECTRIC HEATER SCHEDULE Q , EQUIP AREA 7 ¢ 0 (.0 TA SERVED TYPE ELECT AMPS MANUFACTURER MODEL # REMARKS C) L EWH-1 STUDY_ FAN FORCED 240/l/60 8.3 QMARK AFA-200401 F [1] Q� (o E_WH-2 STAIRWELL FAN FORCED 240/l/60 8.3 QMARK AFA--20_0401 F [1] - Q EWH-3 STAIRWELL FAN FORCED 240/l/60 8.3 _OMARK AFA-200401 F [1] r- EWH-4 OFFICE FAN FORCED 240/l/60 8.3 QMARK - AFA-200401E 1 [1] PROVIDE UNIT SURFACE MOUNTED FRAME (AFA-SM), DMA" LOUVER SCHEDULE 0EE0KED- EQUIP AREA TRT INTAKE/RELEIF AP VEI-()CITY (FPS) MAKE MODEL # REMARKS DA's _TAG SERVED -_ _ - Juls 71 200 _- - Soni. A AS NOTED .Ton No. 4©-CEL_ - 127 AFEET Ti,aM3nO BUf-:`.03-00050, MEC200o-0N'4, 52 of 5�_ cw SHMTS NOTICE: IF THE PRINT O% TYPE ON ANY 1-[I l I l I III III III III i l I l l I III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I-I IV I I I V I I I IIli IIII I�I II-I I-III IIII�I l l il.l l l I^II-I-IIII 1I I 0I I I1I 1I I 1III 13 I VC IT IS DUE TO THE QUALITY OF THE ---- No.3e �,°••��=.' �;��- -, ORIGINAL DOCUMENTtZ 0Z 6t 8lt Li 9t 4'[ fit Et zlt tt i 6 9 L 9 ��I� �� ►� ilii�liii Ill�i��►� II►� liil ilii�ii�i I�� I�� ►� �►�� ►�� ►►� Il��il�� il��l ��I ��I�� 1��►1��►��II►� �I��I��I��►�[ ►�� ►�1►��I ��<�� [�1 �� l«1��1llUl�(I(i ��►N►II