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11505 SW HALL BLVD-2 , j' Yr i ray,. }} _1� iD - ! y{ 11515 SW HALL BOULEVARD, TIGARD, OREGON 97223 w� 1C. OWNER CO-ORIWTOR/PI NG 0 cit' I ARVIND THAKKAR P.E. PROJEGr ARf>fTECTS AVI PRADHAN 921 S.W. MORISON SUITE 415 PORTLAND, OREGON 97205 PRE-CONSTRUCTION Phone - 503-222-2140 CONFERENCE REQUIRED CITY OF TIGARD App eved _ .. ..... .. .................... PROIIIECT ''TRUCTURAL ENGNEER NAL •�� AT Co'tdlUonally AN�xoved... . .... ..................... ...( Fir only thew a abed In HURGSTAHLBR INGBIUM F'ERMIT,NO CM SOO Letter to. Follow, _.... ( ). 30323 S.W. HEATER ROAD ? Attach....._.. .. ... .. .... ...._......( l Job Addr ss, SHETZWOOD, OREGON 97140 `�y II • --y--_-[date:�Ti CONSULTWG ARCHITECTS AND ENf2NE�S - CHICAGO, ILLINOIS RAW C. POTDAR Alk A.R.A. / CITY OF TIGARD HART Y. U APTES, ASSOCUTE Approved..... .............. Conditionally Approved................... ............ ....( ): Phone - 847-438-7163, Fox. 847-438-9011 For only the wGiDZr�OdZZ PERMIT f�1O I See Lettur to Folluw .......................................( ) STRUCTURAL EVER (',AL EAIGINEER ELECTRI(,AL ENGINEER CML ENGINEERS Job Adore : 9y' �f�='�._._..•,Ste: t J Cr(i SUDHDt YETHA SE, PE. SAM JACOB HARISH P. SHLIaT IEIIISS C. VIS'!' --- �f 18660 SW BODNES FERRY RD. / G TULATIN, OREGON, 97062 CITY OF TIGARD 'S > Approved............................ (. Conditionally Approved....... Y A' For onlythe wo s rJ n)b d`: CIVIL DRAWINGS PERMIrPJO. �•��_ ELEC�TRI AL DRAWINGS see rlo:Fo W................�. . . ........ , / , BUILDING CODE INFORMATION Jab ddr � ••• . . R VALUES AND U VALl 5 OF EXTERpR wAl1 AND ROOF DECK su4, ----- _-_ -_ " _ON DWG. NOS -- _ _ ---_- 1 R Date: TEMPERATURE DIFFERENCE IN F DEGREES BU/HR,N OUT ;iUE AIR�A FOt_T 56w-G.' DWG No. DESCRIPTION ' DESCRIPTION By: f- THESE COEFF'CIE TS ARE EXPRESSED IN BTU/HR, PER SF (S��'.1"''" C-0 SITE PLAN-GEOMETRIC 1 -20-0 TYP. USED GROUP: AND INSIDE A R. E-01 ELECTRICAL SYMBOL / WIND VELOCITY 15 MILES // PER HOUR - WINTER CONDITION CONSIDERED. ---- ----- ----- LOWER LEVEL: �1-3 DINING HALL, GATING MEALS TOGETHER ' C-1 SITE PLAN-GRADING E-02 LOWER LEVEL POWER PLAN AFTER SPECIAL WORSHIP IS A RITUAL D(Tow WALL ORO VALUE C-2 SITE PLAN-UTILITY - - - -- E-03 LOWER LEVEL POWER PLAN -- PRACTICED IN "HINDU" RELIGION. 4" BRICK VENEER -- .4w UPPER LEVEL: �t ASSEMBLY - (CHURCH) - r� I 2. 1.25" DEAD AIR oPACE C: I- - - C-3 _I- EROSION CONTROL PLAN' - - ---,-- - E-04 UPPER LEVEL LIGHTING PLNI� AV D SPECIAL. itr.�F E:CT�RE:�'•11RED C-4 SITE DETAILS, SPECIFICATION NOTES - 2. OCCUPANCY POPULATION 4zbA-flEf?5!9#6 $tate ct OrQgr"n 5: UCLUral C..2 I If Code 3. 1.5" EXTRUDED POLYSTYRENE ------ -- E-05 UPPER LEVEL LIGHTING PLAN RIGID INSULATION BOARD 0.97 ` - E-06 ROOF EQUIPMENT POWER PLAN 3. FIRE HAZARD CLASSIFICATION : LOW HAZARD ❑ Concrete..,ri Relnfcrcing Steel 4. 8I (CMU), P% SOLID WITH CELL FILLED WITH PERiLITE FOAM O Bolts Ir,�t311 c1 In Concrete INSULATION BACK UP WALL 0.97 ARCHITECTURAL DRAW E-07� LOWER LEVEL FIRE ALARM - 4. FIRE DISTRICT: TUALATfN VALLEY FIRE AND RESCUE 5. INTERIOR AIR SPACE BETWEEN FURRING--0.68 ❑ Special P/lcr. :;It lZeststing Concrete frame 6. 5/8" THICK GYPSUM BOARD -050 E-� UPPER LEVEL FIRE ALARM AND SECURI'Y PLAN_ 5. BUILDING CODE: UBC 1996 AND ZONING ORDINANCES OF CITY OF TIGARD. ❑ Rointorcir;, Stool 8. Pr^stressirsg Steo!Tendons TOTAL i�Ill�'+OSITE 'R' VALUE 19.17 DWG. No. DESCRIPTION E-09 GENERAL AND SPECIFICATION NOTES - UR � 1/it - ----- 0.062 * Struct:,r 1l!'is!;ing A-01� ARCHITECTURAL GENERAL NOTES & DRAWING LIST - --r 6. PLANING APPROVAL: DEVELOPMENT REVIEW NO. PDR2001-00003 E-10 PANEL SCHEDULE AND SINGLE LINE DIAGRAM A-02 LOWER LEVEL FLOOR PLAN - MM 1-00010 - Nigh-Strenca;I, Bolting � DECK 'R VALUE E-11 MISCELLANEOUS DETAIL / _ A-03 UPPER LEVEL FLOOR PLAN -- - -- - ------ ---- '. TYPE OF CONSTRUCTION: { TYPE V ONE HOUR Structural Masonry 1. 4.5" THICK CONCRETE SLAB --- 5.0:' A-04 ROOF PLAN -- --- - MECHANICAL DRAWINGS -- - ❑ Reinforced G sura Concrete 2. 3" EXTRUDED POLYSTYRENE `...._____..___-- yP RIGID INSULATION BOARD A-.-�- - - - ! 8. AUTOMATIC FIRE SUPPRESSION SYSTEM(NFPA-13) PROVIDED. O Inset�t!n9 Concrete Flli ON EXTERIOR SURFACE_ OF SLAB 24.00 - A-05 LOWER LEVEL REFLECTED CEILING PLAN --T� - -----1 _ -_ DWG. No. _-_ DESCRIPTION --- 3. OUTSIDE SURFACE (i SMPH WIND) 0.17 9, WALLS: Spray Applied Fira•IteslRtive hlateriats 4. SINGLE PLY MEMBRANE ROOFING 00.45 A-06 UPPER LEVEL REFECTED CEILING PLAN M-01 LOWER LEVEL HVAC PLAN A. EXTERIOR WALLS 1 FR FIRE RATED ' �A-07 NORTH, EAST, SOUTH, WEST ELEVATION - - - � - ❑ Pilings, Drilled Piers and CaiRs<ns 5. INSIDE SURFACE (STILL AIR) -- 0,85 B. FIRE WALLS, ELEVATOR SHAFT, MACHINE ROOM, MECH SHAFTS: 6. ACOUSTICAL CEILING 5/6" OR 3/4" THICK 1.25 - `-_-- - M-02 UPPER LEVEL HVAC PLAN 2HR FIRE RATED ❑ 5hotcrete -AY A-Od I BUILDING SECTIONS I TOTAL COMPOSITE 'R' VALUE - M-03 UPPER LEVEL PLUMBING PLAN C. SMOKE BARRIER-EXIT CORRIDORS, FLOOR/CEILING ASSEMBLY. ❑ Special Grading, Excavation and Filling UR : i/R 0.032 ROOF/CEiLING ASSEMBLY: 1HR FIRE RATED. ROOM FINISH SCHEDULE AND STAIR SECTIONS _ M-04 MECHANICAL GENERAL NOTES - - ❑ Smoke-Control Systems COLUMNS AND BEAMS TO RECEIVE 1 HOUR FIREPROOFING FAI A-10DOOR SCHEDULE, DETAILS AND SECTIONS10. EXIT DISCHARGE 'LEVELS: 2 (TWO) LEVELS ❑ Other Inspections ELEVATOR SECTIONS AND WINDOW SCHEDULE ! TOTAL. PROPOSED EXITS- 5 EXITS REQUIRED I -------_---t-------------_ .___ _---------------- --i LOWER LEVEL - 4 EXITS A-12 _ MISCELLANEOUS SECTIONS AND DETAILS SHEET-1 UPPER LEVEL - 3 EXITS ! PLUMBING DRAWINGS A-13 MISCELLANEOUS SECTIONS AND DETAILS SHEET-2 11. AUTOMATIC FIRE SUPPRESSION SYSTEM - ENTIRE BUILDING, NFPA 13 - WATER WALL SECTIONS INT. ELEVATION, - - --------____.�_s_ -. _ -_-__-_�_� SPRINKLER SYSTEM. A-14 KIT�HEN E�1UlP LAYQ�Z_-_-- _ DWG. NO.I --_ _ DESCRIPTION 12. MAXIMUM HORIZONTAL TRAVEL DISTANCE TO NEAREST EXIT - PROVIDED 100'-0" ARCHITECTURAL G F N E R A L NOTES- 1. 0 TE S STRUCTURAL DRAWINGS P-01 UNDERGROUND PIPING < 250 FEET WITH AUTOMATIC FIRE SUPRESSION SYSTEM. -� -- --- - -� 1. IN CASE OF DISCREPANCY IN DRAWINGS: -'- `-"" --- ---- -- - P-02 LOWER LEVEL PLL4MBINC PLAN 13. ACCESSIBILITY STANDARDS: STATE OF OREGON, ADA. ANSI-117. D_ WG. No.! DE_SCRIPTION _ _ ; - -� ---- __v___-_-____-- 1 P-03 BELOW ROOF LEVEL DRAINAGE PLAN A. DIMENSIONS IN CONSTRUCTION DETAIL GOVERN OVER PIAN DIMENSIONS. S-01 FOUNDATION-PLAN, FOOTING-SCHEDULE-& BASE PLATE DETAILS ! - ---- -� FOR SITE PLAN AND BUILDING CALCULATIONS REFER TO DW4. C-O B. FLOOR TO FLOOR HEIGHT DIMENSION IS EXCLUSIVE OF ARCHITECTURAL FLOOR FINISH, �� P-04 1 700F DRAIN LOCATION PLAN 5-02 FOUNDATION SECTIONS ---------- -- - - -- -- --- P-05 PLUMBING DIAGRAM, SYMBOLS AND GENERAL NOTES j C. CEILING HEIGHT SHOWN IN ELEVATION, SECTION OR NOTED IN PLAN IS ABOVE FINISHED FLOOR (AFF) LOWER LEVEL FLOOR St.AB PLAN -- - - - ---- -- -- --- THESE PROJECT DOCUMENTS ARE IN COMPLIANCE= WITH THE BUILDING CODES. - - D. FOR MATERIAL THICKNESS, GAUGE OF MEAL, ETC.,THE SPECIFICATION REFERENCE GOVERNS + + ACCESSIBILITY STANDARDS OF STATE OF OREGON, 1997, ANSI 117 ! . I s-04 UPPER LEVEL FLOOR SLAB PLAN FIRE PROTECTION DRAWINGS OVER ARCHITECTURAL DETAILF. MISCELLANEUOS PLAN, SECTION AND DETAILS ----T- « UBC CODE. ° __ 2. EXTERIOR DECORATIVE WOOD WORK AND WOOD CLADDING ON COLUMNS IS N.I.C. (NOT INCLUDED IN CONTRACT) ----- `_^- --- ----�--`- PLUMBING GCNOAL MECHANICAL & ELECTRICAL CODE. s"0d GENERAL NOTES AND TYPICAL DETAILS _ _ _ _ _ _ DWG. Na.l DESCRNP110N 3. O.S. - OWNER SUPPLIED MATERIAL TO BE NSTALI_ED BY CONTRACTOR. +�'' -- - -- -- - CODE B STATE OF OREGON DEPARTMENT OF PUBLIC HEALTH. FP-01 LOWER LEVEL FIRE PROTECTION PIPE & SPRINKLER NOZZLE PLAN 4, REFER TO DRAWING C-U FOR SITE PIAN AND BU'' DING CALCULATIONS. art ` - -- --- -- --- -- --- - -� _-___ • ALL MECHANICAL, FIRE PROTECTION & ELECTRICAL EQUIPMENTS, FIXTURES ,4 �FP-02 ! UPPER LEVEL FIRE PROTECTION PIPE & SPRINKLER NOZZLE PLAN ARE LISTED BY UNDERWRITERS LABORATORIES. ? ASHRAM DRAWINGS CONSTRUCTION PRACTICE AND MATERIALS SPECIVIED ARE ON THE I FP-03 FIRE SUPPRESION SPECIFICATIONS, SYMBOLS & EQUIP. SCHEDULE STANDARDS OF ACI, AISC, ASTM, SJI, ASCE. DWG. No.� DESCRIP11ON -- -�! - • TIGARD, OREGOIJ ZONING ORDINACE. SITE PIAN - --------------- ------ --_-__ ,. AA-2 --I FIRST FLOOR PLAN CADDFILE: BETE-AlA.DWG AA-3 I SE004D FLOOR PLAN- --- -- - - u ---- - _ _ - BRAHMA PREMANADA TEMPLE/ASHRAM 11515 HALL BOULEVARD T ` �' •^ TIGARD, OREGON 97223 ' AA-4 SECTIONS AMS ELEVATIONS avlN I ",r � TITLE: A" FOUNDATION AND FRAMING PLANS � � A REVISED PER CITY OF TIGARD DML TITLE SHEET REVIEW AND COMMENTS , � -- , DRAWING LIST �t , r OP I,t,�,K,u AMT DETAILS ' ANU, JREC01; - _ - __ J ;,0 Illy, {�� 0 02/19/01 ISSUED FOR BUILDING PERMITS---- FiML BUILDING CODE I N FO R M Affdiq�DrWSION /' 4r REV DATE - --^OFSCRIPTIO�i- BY 7R. DATE SCALE r 117E DING No --.--- CK R.P. A _ RE✓!SIGNS ---- - 1/4 r I --H A DR. SWAT DATE 7/15/00 `' I 1 ;'e , t, .. , _ H ....._:' ,.-- ... .. _ . w,.-,w,n- w+,w..-rerw.vw.w.w+...-w+rw..,-. ... _.....-_,-.. ....__._._...._.. _-.,_.__..__.+.-. _. _-.._...-.__.. _.__._...-. n�.w_..._.,_...... .. .. .. �-.w vx,,.MH."+M"!"_"'.ry«..-.r ..i4:Y'., .....,..YY.fM,:'vi,T^'^...\'Pi �.._.._ham.•-....__,-_,.,w+w.w.+w,s '�M'\,. . ',; .. .: . .... .. ....- -,-. - ,,,e.: ,. .-,.,,.... --^'ter--___ ..__... •.....yn_.�. ....,:.. .�tM�'it+'Y R ^`Y' vl M`:'d I IIII IIII III. IIII Ii� {III I) I IIII II11 IIII It.l III! IIII fl11 IIII IIli III IIII IfN I i III! III! !!IIII 111) IIII IIII Til ! it 1111 I I I I t; 1 Ill IIII ! IIII ! I I 14 I i I 1 I I I III I I 1 , V I I I I I I I H ! III I Cir �.Eoisl�mr STRIP *;.I . i) '� I i 0 m I cel lir 20 21 22 23 24 25 26 27 213 ..9 30 ,1 t a , ° , r f "0N1 C♦$ Y." V_ _ f -., .,. ., ......., 77Y r 1 -. .. 'r pw w 2 3 4 3'-8" HIGH GUARD RAP-ING 5 � 1 1/2"0 INTERMIDIATE 9 J RAILING SUNKEN(TYP. AT � COURT RETAINING WALL) - ��------ _. _—_ ____--- - --- .��----------- 119'-4" i 16'-0 1/2" _ _—_ --- 17'-0 1/2" 15'-6" 17'-0" 3 15'-6" 8'-2" ! 7" -- --- --- ---- — - 12-8' 13— 4'-0" 8'-0" -- 4'-0 1/2�. " 5-9 1/2 I 3'-0" l 6'-0" 2'-3" 9" 14'-0" 5••9,r -4'-1" 8'-0" 4'-1" 5"9" ~ 1 14'-9" 7'-2" 1,-Or 11 - 40"X 16" O.A.I. LOUVER PANEL / BIRDS FEEN 7'-0" ! 6'.-1 1 1" i LOCATE V-5" BLELOW EL 13'-0" /UPPER FL SLAB 1/2" i _ CYLINDER TO T/FRAME OF PANEL I ' I - Z EXPANSION SUNKEN COURT W ' I ' 4'-0" DOOR JOINT EL. (-) 0'-6" W I 4'-0" 4'-0" 7-ADJ. SHELVES I 1 I4- 0I 1 ``� MASONR EXPAN. A t iti ' 1 1' 8" 4'-6" 9" 4' 6" ^- -- - __ JOINT 11 o ---- - I - - . ! 1 1/2"0 INTERMIDIATE 3'-8" HIGH GUARD RAILING I I MA 1 3T O 11 ' I RAILING (TYP. AT SUNKEN MASONRY iy C14 MASONRY 2 7/8" 2 7/8" I i STORM COURT RETAINING WALL) _ EXPANSION JOINT _ EXP. JT. LWO6 DRAIN ' - SEE DETAIL-06 o SEE DETAIL C141 = 0 DWG. A-12 I LWOi N I OwG A-12 I LD02 oWALL HUNG LTA1N STEEL ' T __- ' CABINET S LESS 5 EEti � L__ l I j 4 °D T WORK COUNTER ,( 2 HR ENCLOSURE _ I-Cc I STAINLESS STEEL I REFER TO DETAIL 3 o Fla EXHAUST HOOD 1/ I R DWG. A-12 - i — ___ --1 I— I LL05 145 S0. FT �. OUN TER W/ - - -1 t -- i t BASE CABINET + -- - - - - ---- - -- - - ---- - - ^- - - - -- - EXIT p4 - LW o --- I I � TYP. - - - - - - -.-- - - - - - - - -- 1 `1 4> 0 I' --- I LLO1 1 480 S0. FT. ' � I`—) ' ' 3 REFER TO NOTE 7 I STAIR UP 4 _ `LD04 10 UPPER OHR. L0081 I O t7 .� LEVEL + WALL O 5—0 � � 3 � � oo I - f �" a DINING HAIL. C 7'-9- 2'-0" 2'-0' o - ; I o LL04 ' 4 - - I \ -1 - -_ c0 O2HR. R11U 1_ " 4 7/8" �7 __ »WALL �►A 3 62-8 2'-8" 2'-8" 2'-8" _3-6 3/4" REINF. CONC. LLo2 I a (A `1 USABLE AREA FOR "ING 2,M5 SQUARE FWT I rn 'm _ _ I I N Y f - i %F I �, ' EA7W MEALS TOGET 0 AFTER SPECIAL WORS10— i I I i11�4CHINE ROOM ` 16 o i z 'Qq i IS A W RAL PRACTICED IN 'HINDU' REEIJGION. `" oo ,'�' L06 t 6 F D. j! cls M I FIRE WOMEN'S TOILET ?h . —� of '^ EXT. 4 ' o aJ c0 _.l __ -- - - i i i r I _-- L L G i.. ,j co _ - I LD101 11 1.1 111 1114 ; i o0 09 �L!i 00 1 2HR WALL I I __ _ o io N B - - NON-STRUCTURAL - PF o c't o _ 5ELD GNAENTS FIGURE) TYP(RELIGIOUS <3, I I I I 3a- 14 1 �� ! 114 3 PLACES i O ' ( 6 A 6 _, 00 7 10 71 LoUmx o I LL11 305 S0. FT. I y ,) (TYP•) f 1 d o I i _ 2HR WALL j L011 i 3 3 1 '�3 3) ' ' MEN'S T01 5 F.D. • c0 0 LL { I74 98 16 J - .� LD13 191 O I \\ ' I I I q>. , `�So SHOE RACKS I REFER TO DETAIL 19 2HR. \ 1-9""- ;rz i 2HR WALL DWG. A-12 (TYP,) WALL I �`\ LL09 \ lb 0 ;� i i ---- ----- n ------a PIP ---- - - — - ---- CHASE ASE - <3> ! !LW08 j I Y EXIT 1 1 l to � <3> LL10 125 SQ.FT - I REMOVABLE 1 HR. -- , ---- MECFNNIf/1L AN"Q ELECTRICAL ROOM o I WALL ON METAL 1 LL11 342 SO. FT. L005 STUDS I I O , I HANG ROD + HAT SHELF EXIT #1 I 1 — o Di, I ` FL W-075 MASONRY rJ MASONRY EXPANSION JOINT I -- I -1 � - EXPANSION JOINT IIz SEE DETAIL-06 I _ SEE DETAIL-06 1 i _ STORM - - -- _- j DWG. A-12 WINDOW 1 DRAIN DWG. A--12 - _ 1 MASONRY EXPAN. - ' 7,_0, w 1 JOINT 1 WINDOW I - 7'-0; LEGEND —WALL TYPES .--_ 7-ADJ. SHELVES v EXTERIOR LOAD 'BEARING 4" BRICK VENEER AND 8" CMU, 2" CAVITY NORTH I I I O�IRI I o WALL WITH 1 5 8" METAL FURRING CHANNEL 24" O.C. WITH LOWER V z 1 I I Elm' " I 1 C , / 0 LEVEL PLAN Q � I i O � :- J 1 1//2" RIGID INSULATION AND VAPOR BARRIER, 5/8" GYPSUM BOARD INSIDE -- - / EXTEND GYPSUM BOARD 6" ABOVE CEILING. SCALE:1/4"=1'-0" (FLOOR EL. 0'-0" = 217•-0" USGS) w 2 WALL WITH 1 5/8" METAL FURRING CHANNEL 24" O C. WITH FLOOR AREA = 5,489.42 SQUARE FT. PERIMETER = 390.8 5/8" GYPSUM BOARD BOTH SIDES, EXTEND GYPSUM BOARD E" ABOVE CEILING NOTES: o ' I I ' � 3 5/8" METAL STUDS O 24" O.C. WITH 5/8" TYPE X GYPSUM BOARD TOILET ACCESSORIES 3 � �.—.. 1. REINFOF CE WITH HORIZONTAL 3 5/8" METAL STUD, 3'-8" HIGH GUARD RAILING EACH SIDE, EXTEND GYPSUM BOARD 6" ABOVE CEIL.NG. 18 GA. :RUNNER AT URINAL. 1 1/2-0 INTERMEDIATE MARK DESCRIPTION MARK DESCRIPTION . 8" r 40M.) CMU WALL WITH : 5/8" METAL FURRING CHANNEL 24" O.C. -- -- - -- - --- - - 2. PROVID.': 18"x30" (2'--0" A.F.F) ACCESS DOOR PANEL ( AT SUNKEN \1" RAILING (TYP. 5/8 GYPSUM BOARD ONE SIDE, EXTEND GYPSUM BOARD 6" ABOVE CEILING. (^j, GRAB BAR, 1 1/2"0 STAINLESS STEEL 1O MIRROR, FULL LENGTH IN ALL PIPE SHAFT. COURT RETAINING WALL) REFER, To PLAN FOR GYPSUM BOARD LOCATION, 2HR. ----- -------. --__--_---- --_.___-..-_.,-------___------- __-- I__. -}.--.__- - -_-___-___ I I ? U O 2HR SHAFT WALL GYPSUM DRYWALL-2 LAYERS SHEETROCK FIRECODE "C" GYPSUM 2 TOILET TISSUE MULTI ROLL HOLDER it FEMININE NAPKIN DISPOSAL 3. ALL TOILET ACCESSORIES SHALL BE AS MANUFACTURED 5 PANELS ONE SIDE-1" USG SHAFT WALL UNER PANEL SET BETWEEN USG AT C-H - -- - - --- ""-- __________-.______________-._.. _ BOBRICK OR APPROVED EQUAL. ' WATER CLOSET, FLOOR MOUNTED FLUSH 12 DRINKING FOUNTAIN ADA STh.'!nARD CAL)DFILE: BP TE-A1.nWG STUDS, ATTEN, BLANKETS---PANELS 24" O.C. RC-1 CHANNEL SPACED 24" O.C.-1 1/2" c 3 ) C� / , —_ 4. ALL TOILET PARTITION AND URINAL SCREEN SHALL BE i ., THERMAFIBER SOUND ATTEN. BLANKET'S TO SIDE OPP, LINER PANELS-BASE AND -' _ — c �" 1 BRAHMA PREMANADA TEMPLE ASHRAM FLOOR MOUNTED STALL PARTITION 13 WALL MOUNTED URINAL SCREEN METAL GA. 20" THK. COLOR TO BE SELECTED BY OWNER, 1 ► , ,, , t1515 HALL BouL�'aRD RC-1 CHANNEI. LAYER APDL. VERT.-JOINTS FIN. _ _ _ _ _ _ USE SANNY METAL OR APPROVED EQUAL. EXTEND WALL TO UNDERSIDE OF FLOOR ABOVE ^ -- C^� " TIGARD, OREGON 97223 5 ) COAT HOOK 14 TOILET SEAT COVER DISPENSER `.� - -- --- .- �-" _____ �J _-_ ______.____..______.___.______ - 5. ALL TOILETS SHALL HAVE 6"x8" ADA APPROVED SIGN, C,r . . ; .`, TITLE 8 S 5/8" METAL STUDS O 24" O.C. WITH 5/8" TYPE X GYPSUM BOARD, - - ------ - — EACH SIDE, EXTEND WALL TO UNbERSIDE OF STRUCTURE ABOVE. c) URINAL" WALL MOUNTED, (AUTO FLUSH) 13 MOP SINK MOUNTED AT 60" ABOVE FLOOR AND 2" AWAY FROM LOWER LEVEL PLAN (1) HR FIRE RATING-O CORRIDOR WALLS -- ----- --- — • - LATCH SIDE. �" A REVIEWDANDRCOMMENTS Cll'y OF LARD C"1fER TOP MOUNTED 1�-32 WIDE STALL DOOR - - G. SIGNAGE SHALL INDICATE MEN OR WOMEN WITH RAISE 1 i1t'{i 'l' (�� LAVATORY , C . LEGEND 8" ( 10M.) CMU WALL, 2HR. "f - -- BRAILE AND SYMBOL, H.C. SIGN, INSTALL IN EACH TOILET. tI, 0 02/19/01 ISSUED FOR BUILDING PERMITS — BML NOTES �8 1 SOAP DISH -- - 17 30" WIDE STALL DOOR 7. KITCHEN EQUIPMENT LAYOUT AND SPECIFICATION �l! �� REV - �� (��' (v� DATE DESCRIPTION BY TR. DINE SCALE SIZE DWG N0 REV. .. ,.... ._ . ,. ,.,.. .,,r...:. REFER TO DWG. A-12. - ------ -- cfc. R.N. DATE e - 02-1/4"=1'-O All METAL STUB PARTEII©NS, TO RECEIVED SOUND THERMAL 3" MINERAL FIBER �� ; / o9-I PAPER TOWEL DISPENSEP/0SPOSAL REVISION; " J A-02 A i INSULATION, STC RAI 45 TO #9 O ALL CORRIDOR WALLS, TOILET WALLS. _--_-__^- --J - - ---�-- - - - - -- DR ®ML DATE 7/15/00 ,..:..,... r'.:a�N�Hf.;ti=.!Yt:hStl:.n-,i.:,� ,f iA,W.�Y✓vLi .i.a .. -. � �YYe ^_- .+t.....�'L:' S�iibflK45S7`�i, r. .. cm �II111 1111 IIII III! 1111 I! ;IIII IIII IIII 1111 IIII Ilil II11 III IIII I1 I II 1111 II11 IHI IIII IIII I ! F I IIII ! i i I ( I ! I I I i h I I �I� h I I I i i uu un TUI 9 I I it I IIII TIN Nil II 1 II I I I 11111 Ilit 1 Il fIt I ll ,II�IIII IIIA i! ., l • ff alr 0 I 2 $ 110 I I 112 113 Ila I IIB Iii IIB 1�1i C al 2 2 213 Q�4 �Ib 216 ( Z�7 219 219 1310 loom-1 cm sp�,a. 1iJ� N i r NON1 • 1�(k jbI v yt, 1 t " rt tti f YAV tC l 4� iY' i, �h t , : mix hj j. A4 t iv 1 p, it 1 , s,x r, C� 3 4 � 5 !� 7 8 9 Y � T I � I I 16'-0 112" 17'-0 1/2" _ 15'-6" 17'-0" I " I " II 4'-0 1 2" 5'-9 t 2" '' 1 t'-4" J'-2", �+ 4'-0" 8'-•0" / / 3'-0" 6 0 2'-3" 19" 14' U' g � 4-1 9'-0" 4'- 1'-0 7'-0" 4'--0" 4'-0` WINDOW A ; wINDGw A-08 I I 1 N I 1 1 I _ MASONRY o 1 I I -- F.XPJT. �" N c'' I I EXPANSION (� -'_ MASONRY o - 1 I JOINT 1� r O �-� N ; ^ N uW06 EXP. JT. 04 rl I r UW01 Ar UD03� _ SHRINE - SHRINE - 111_8" o CLOSET o v i CLOSET - - --. FIRE ------ --- " - - - - 1 D I ROOF DECK I 17'-0" MONUMENTAL STAIR N I... o t J EXTINGUISHER ------ - ______. `° in EL. 12'-0" I STAIR FINISH-EPO-FLEX PEDISTRIAN WATERPROOFING 00 I G G I I I 10 TOPPING As MANUF. BY GENERAL POLYMERS 3-TONE lowa I •• \j/ 1'-6" I <5> 0 (TYP ) i'-6" 5'-2" I 1 / ' i :,� i SHADE, COLOR TO SELECTED BY OWNER W All (TMP ) _�_ (TYP.) I UW02' I , 6T 0 12"=6'-0" 6'-0" MID-LAND 5T O 12"=5'-O" - - - ---- 1 1 t DB MASONRYCONT \\\ L JOINT ROL V I MASONRY CONTROL I I - -- - Nj JOINT - �- - C� - 1 ' I I \ 0 �O ; ` ROOF DECK I MONUMENT PRAYER ARfJ1 I' n PLATFORM I A-12 TYP. 4 PLACES SLOPE I I UL01 3868 SQ. FT. 118. i -- I - - - -/ ►- EL. 12'-0" DOWN PRAYER ASSEMBLY USABLE AREA 1,953.0 SQUARE FOOT I LOWER TO -'--- Hi Li LE VEL a -- t Q 10 1uo UL03 , W . 1 I I I jlE ' A T TAXI 1 1 ui I UU 2 123 SQ. FT. I DOWN E S�S -S - - - - -- - - - I - _ � -1 -� 1` -}- uDol � �. EXIT #1 A ID 00 I � i o MASONRY I I CONTROL 1 ; I JOINT _ i 5 MASONRY - -- I — 1 REMOVABLE WALON JO NCONTROL_ - _ -- _ - c7i ROOF DECK �� ! METAL STUDS \ SLOPE~ I MONUMENT � � _. _' - - - j - I I � — - ( 1 �_ EL. 12'-0" PLATFORM REFER TO DETAIL 6 2HR- ROOF LINE DWG. A-8 (TYP,) I L!� WALL ROOF DECK r` I ELEVATOR EL. 12'-0" j I Ic o r 1 _ zi�l L 11 v I - - I I __'l E - _. _.. _ - - l_..__ _ _ _ _ . - - -- - -- - - ---- - -- r - - - c -17 Lo Lo I I 3 1 _8 10 1' 6" 5'-2 r� 8'-4 5/8'. �t0 I r�' / DRAIN -� (TYP.) I �, FIRE 5 5 I UW03 1'-6" - - ----- -- EXT. ! �- FIRE O1 ; EXIT ZA \ 1 ---__------_-•- --- I o EXTINGUISHER , o -7 -- CU 04 _ — N N t} - - I .____..� --- _ _ O _ _ _ - _ _- _ - _ _ SHRINE 7 - ---_•- -. O) Lc)) �t UW05 M ASONRY MASONRY__�_ XP. JT. EXP. JT. I MASONRY 1 � ! -_ _ �-- 3'-0" HIGH FIBERGLAS 1 EXP. JT. ; WINDOW WINDOW BALUSTER RAILING 1 -. -- -- 7'-0" ABT. 12'-0" G.C. LEGEND —WALL TYPES -DN TO SIDE WALK EL 218.5 EXTERIOR LOAD BEARING 4' BRICK VENEER AND 8" CMU, 2" CAVITY 1 WALL WITH 1 5/8" METAL FURRING CHANNEL 24" O.C. WITH •- mom 1 1/2" RIGID INSULATION AND VAPOR BARRIER, 5/8" GYPSUM BOARD INSIDE - 4JtEx END GYPSUI✓ BOARD G" ABOVE CEILING. 614 '� �Y #b'i, Win,.� •i..+� " <2> WAIL WITH 1 5/8 METAL FURRING CHANNEL 24" O.C. WITH 5/8" GYPSUM 90ARD BOTH SIDES, EXTEND GYPSUM BOARD 6" ABOVE CEILING O3 5/8" METAL STUDS O 24' O.C. WITH 5/8" TYPE X GYPSUM BOARD EACH SIDE, EXTEND GYPSUM BOARD 6" ABOVE CEILING. ! NORTH 4 8" NOM.) CMU WALL WITH 1 5/8" METAL FURRING CHANNEL 24" O.C. _� r _ _ UPPER LEVEL PLANT 5/9 GYPSUM BOARD ONE SIDE, EXTEND GYPSUM BOARD G" ABOVE CEILING. l _ SCALE:1/4"=1'-O" (FLOOR EL. 13-0") REFER TO PLAN FOR GYPSUM BOARD LOCATION', 2HR. 2HR SHAFT WALT_ GYPSUM DRYWALL--2 LAYERS SHEETROCK FIRECODE "C" GYPSUM FLOOR AREA = 4667.33 QUARE Q PERIMETER = 340'-0'' PORTICO FLOOR AREA - 398.21 SQUARE FT. PERIMETER = 79.1?' 5 PANELS ONE SIDE-1" USG SHAFT WALL LINER PANEL SET BETWEEN USG AT C-H - ---- _ -_A STUDS, ATTEN. BLANKETS-PANELS 24" O.C. RC-1 CHANNEL SPACED 2A" O.C.-1 1/2" CADDFII_E: BPTE-A2.DwG THERMAFIBER SOUND ATTEN. BLANKETS TO SIDE OPP. LINER PANELS-BASE AND RC-1 CHANNEL 1.-AVER 4PPL, VERT.-JOINTS FIN. /�' BRAHMA PREMANADA TEMPLE/ASHRAM BRAHMA 11515 HALL BOULEVARD EXTEND WALL TO UNDERSIDE OF FLOOR ABOVE. �\` f % ' T13ARD, OREGON 97223 6O3 5/8" METAL STUDS O 24" O.C. WITH 5/8" TYPE X GYPSUM BOARD, EACH SIDE, EXTEND WALL TO UNDERSIDE OF STRUCTURE ABOVE. - — TITLE FIR RATING-0 CORRIDOR WALLS , • A 02/25/02 REVISED PEP CITY OF TIGARD UPPER LEVEL PLAN (1) HR E p,,- REVIEW AND COMMENTS LEGEND C7) 8" (NOM.) CMU WALL, 2HR. 0 02-19-01 ISSUED FOR BUILDING PERMITS BML ALL MFTAL STUD PARTITIONS, TO RECEIVED SOUND/THERMAL 3" MINERAL FIBER 0, ` 'h".✓ REV DATE _-_- DESCRIPTION _ BY INSULATION, STC RATING 45 TO 49 O ALL CORRIDOR WALLS, TOP FT WALLS. "� U Coe DATE sense size �Uwr, No. aev — �-_ REVISIONS DR- R p DATE 8/-/00 1/4:,_1'-n" D A- 03— ----.. I A --- DR BML DAte 7/15/00 It +d' •. , *. - " I I�IIItylll�lilll! N11�111111111�iII1IIIII,IH1 111/1111 llil+llll tlIII III IIII Ilii IIII�III IIIII�I IjIllllli11 I 1 I H I Ilil lli� III fll�llllIllc Iil!1111�IH III'��' •' � i , „ iljllll !tll !II' I'I! ulljllll ;I!I LEGIBILITY STRIP Cf110 i 3 a Ile III IIS IIS 1'a Ilel� IS Ile 20 2'I �Ia +3 1214 125 21e a+7 I aIe 12e 3I0 I Owm.I�m 4'� y�- I �,i�'R. �. ._ .. fkl!.�?t'�� ..'f'>�n�"'' ! �,, . � f 1r✓i 1,u, r� A 1: t,� '.?I,11♦t�� .�t,•i '+S' I'��r, i, ',t -�,,,. r y,I1 I l wt r ji ir: wM c j. yF i 1 i. i — 2 C3 5 8 ! I I 16'-0 1/2- 17'-0 1/20 15'-6" I 17'-0" 8'-2° 12'-6" 13'-7" 4'-0" 4'-0 1/2" 5'-9 1/2" 3'-0" 6'-0" 2'•-3" 19" 14'-0' I 9. 4'-1" 6'-0" 5190,» 14'-9"--- 7 -2" � -0� 11'-4" 1 , i 1 , A I DOME i 1/2' i - EXPANSION JOINT L------- \ RELIEF r_ - --, R F I I _ ------- - --, �� - - --- - - SCUPPER ' _J - -- SCUPPER ----- - ----------- ----- --------- - ------------ ---- -- ---------------- ROOF EL. 29' "-7 T_--_. / \ ROOF EL 29'-7'DOME OF DOME \ _OW ROOF / I i 1 r-__ I - -- - -,�' - - - - - _ - - - - -- - - - - - - - - - - - - - - - - -ROOF - - - /- - -- -!- - - - - - - - ROOF DECK I °D I EXHAUSTI - -' 9 } - - - - + - - -- \ - - - - - �_ _ _ _ - / - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - -1 - - - - - •- - - - - - - - - - - - - - - - - - - - - - - - - 1I DRAIN 6 4-- 1 1 / FINIAL (N.I.C.) 1 ! I I I- - - - - - - - - - - - - - -- - - - - -� - - - - - - - - - - - - - - - - - - I -lZ12'-0" STANDARD OCTAGONAL !- - -- - - - - - - - -- - - - - - - - -- - - - - - \ SKYLIGTH ON ALUMINUM FRAME 1" INSULATING GLAZIN3 AND - CJ - - \\ - ' ' - I / - - - - — I l'-4" CURS ABOVE ROOF. -- \. I R.D. R.D. I ROOF EL. 29'-7" --4— - - - - -- - - -. .- - - t` ROOF EL. 29'-7" -00 01I I ROOF EXHAUST I I N _ o EL 56' RIDGE EL. 29'-7" —_-- , I I RIDGE EL. 29'-7" � I ' A- I G HVAC UNIT I a, ; ROOF DRAIN (R.D.) / --- � EC.�49=b" - - - t- - -- - - - - - - - - - - - - - - - -- - - - - - -- - - - ' \ / / I I -- - - - - - - - r� SEE DE?AIL 4 -�_ - - - - - -- / `� - _ I \ - I t _ DwG: A-i2 R.D. ' c I ROOF EL. 29'-7" I I 43-08 -.- - - - - - - - — - -- ' - - ` - - - - - — -' — - - - - - - - - - - - - -- - � — - - _ I - - - - - - - - - - - - - - - -� -- -ROOF _ EXHAUST ,� I J /CURB i� o \` \ I HVAC UNIT I EL. 32'-4" I I / I I � ' `r ROOF DECK B DOM I ' "' _ I 1 I FOR ROOF SECTION I I 1 B/DOME /� i -0 2' 6" Q�' -4" I �. REFER TO SECTION - A EL 32 "o ( O II LL 1 El. 33 -0 I '•� I \ I DWG A-09 ' I c ; ; � � ► ") --•`'•� \` � DOME � DOME � DOME - --� I I L I- - -EL. 40'-00 1 ( i b I I o I 24"x30" ` I ' N I /,�R DRAIN \ I ROOF I o I ►--- -,1- - - -- (I 1 II -\ - - - � I f - - - -� - -»or- - I _ HATCH.C-H EL. 39'-0" o -171 2'- 00 `° F EL29'-7" El. 31'-0" I ROOF EL. 29'-7" I / LOW ROOF R010II i RELIEF �\ __ ! - --_ SCUPPER ' - - - F, ---------- I _ . - - - — _ _ --- - - - ------------- I _. - — - - - - -- -- - - - ---- _ ----- - --- - -- -- j ----- r 1 - I ; I j �- 1 SCUPPERS r--.j ' `` FINIAL REFER TO DETAIL 12 ✓ I , ` - , RELIEF / I - - - _ ! /% 1 / L- ------ -------- (N.I.C.) DWG. A 12 (a-PLACES) 4'-0"0 FLAT SLAB A80VF - 12'-0"0 PRECAST CONCRETE - DOME ON 16 SIDED POLYGON " " , \ CONCRETE BASE 12'-2"0 2'-0" 3 -0 3-0 3''-0" ., -0" 2'-0" EL. 33'-0" 4-1 r 3'-0" SQUARE TOPS 1. FOR ROOF OPENING AND PENETRATICN NORTH DETAILS REFER TO DWG. A--12 ROOF' PLAN SCALE:1/'4"=1'-0" C;ADDPILE. RGTE-A3.DW, BRAHMA PREMANADA TEMPLE/ASHRAM 11515 HALL BOULE/ARD �\ TIGARD, OREGON 97223 P,� + ----- v — TITLE __ -- ' A PEVISED PER CITY OF TIGARD REVIEW AND COMENTS — – �- ROOF PLAN +� �f .0. 20S �� 0 02-19-01 ISSUED FOR BUILDING PERMITS BML �%�� REV DATE DESCRIPT!.IN BY --r --- ---- - ' -- — rR. DATE SCALE s'zE DWG NO RE", PEDIS-ONS --tc R.P DATE 8/–/00 1/4"=1'–G" DDR BML DATE 7�� _ 151,00 --- : 'l � t l II III1 IIN I IIII IN !I UN I IIII IIII I 1111 NII I!I►"- 'i i Illi IIII I Illf II11 II'III HII I IHI I.11i IY1111CS cm, 111#1,v1a1,1uA1a1LEGMJTY ST RP 10 I I I2 ktI�I1r1 t1.IdIfNIIiS1'e11;1{ I{! NII{INf li'tl I It i I IIII•.1,. 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BOARD SOFFIT EL. 10'-6- (TYP.)jl - 8'-0" CEIUNG o ----'-, - �I ------ ® ( 0 I O I i O I O - i 0 O 8'-0" CEIUNG' - --- --- I I - All ----� I — 1 SCHEDULE OF ACOUSTICAL TILE AND GRID LEG —_--- �-- -- WA OR R= WA Tu i►1QOE1- TILE DOLOR r— GRID MCOEL 24"x24"FLUORESCENT SPRINKLER HEAD —� 1 PRAYER HALL HIGHER CEILING FROST PEDES-AL . STEP CUT ADOBE CENTERICITE, COLOR TO LIGHT FIXTURES YWliiti DIFFUSER - _.. _. _ _ - TO MATCH TILE --_, SP' SPEAKER CENTERICITE, COLOR TO 2 PRAYER HALL AISLE OR BORDER, LOWER CEIUNG FROST CHtx/16 SCORE CUT, FLAT ADOBE 12"x48"FLUORESCENT / / --�-• TO MATCH TILE LIGHT FIXTURES WITH DI;'FUSER �}, RECESSFD DOWN LIGHT `Y 3 OFFICE, FOYER AND LOUNGE GLACIER-CHER 4 4 CRAY OR WHITE CENTERICITE 'C' y 24"x48"FLUORESCENT 0 REFLECTOR DOWN LIGHT NORTH _ — ' — AS SELECTED . . LOWER E R L E v E L REFLECTED CEILING PLAN + TOILETS AND SMALL. ROOMS FROST CHECK UNE, LINER SCORED �,, O ,,ER cENTERICRE c s LIGHT FIXTURES WITH DIFFUSER - _ - - -- _- _-r �_,-- - ---- --- --- -- ---- -- - MANUFAMRER GAGE STANDARD CENTERICITE, COLOR TO SCALE 1 -0 BOOR EL 9 -0 SRI PENDENT MOUNT FIXTURE :1/4"= (F' ") PER : ., y t -b�l 6 rr• ' 1 t t ,,. f4 ___ - - __-__ ___.__.._—._ __ - ___'----'___ _-__._ _._. _.. _ __- METAL � 1 0 SHRINES DHIGH ESIGN, MODEL 149 ALUMINUM M AL 1 TO MATCH TILE _..I 24"x24" SUPPLY AIR REGISTER EXHAUST FAN d KITCHEN, PANTRY AREAS PARALINEL, SI;!E i.25" x 12'-O" i REELED yRI LINER METAL CEILING GRID I ALL ACOUSTICAL 'ILES AND SUSPENSION GRID IS BASE ON USG INTERIOR SYSTEM, y EXIT SIGN TILE UNIT SIZE IS 24"x24' UNLESS NOTED OTHERWISE. GRID SYSTEM IS 24"x24" TO MATCH TILE SIZE. o� - ,+y,�t +� al " 24"x24" RETURN NIR REGISTER - - - -- CAODFILE: BATE-A4.OWG RECESSED INCANDESCENT - - - LAMP D BRAHMA PREMANADA TEMPLE/ASHRAM ' x r .rlW Vf j,�'.I,•�' ; °'� Y�`.fy�C �t ! �yn ",w:, AV FIRE ALARM AUDIO,VISUAL DEVICE �� RECESSED INCANDESCENT C,�t 1j/� TIGARD• OREGON 97223 DIRECTIONAL ` `, i/I�, 1'S15 HALL BOULEVARD L LAME - --- — -------- -- > js FIRE ALARM PULL STATION TITLE: Y`= �-•-� WALL MOUNTED) REVISED PER CITY OF TIGARD LOWER LEVEL I `, �.r+. A � � � � �� ... A 03-11-02 REVIEW AND COMMENTS FIRE ALARM SIGNAL DEVICE ' \`- o 02-19-01 ISSUED FOR BUILDING PERMITS eML_ REFLECTED CEILING PLAN " j LEGEND ANC? NOTES w, EMERGENCY LIGHTS/REFER TO ELECT. DWG. �/� \'. REV DATE -�— DESCRIPTION BY - --- —_-_- TR _ DATE BATTERY BACK--UPi — REVISIONS M R P. 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CEILING CLOSET � , CLOSET ARCH I ARCH --- I — U�L� I i O I I I , • , I I I O o a •r I I I o o I I ROOF DECK -t-' Q -- - ---- - --- f . -_ ARCH - ARCH " —._.� 11'-6" CEIUNG -- O SUSPENDED M TAL v TILE CEILIN Ll ---- --I--- o C7 0 !" o o o o [E o T_ _7_,10'-6" SOFFIT f I O C - - - - - - - _ t �--- _ 1 I i—_ — - 12'-9" 24 X24" SPENDCEILING i oo o 0 0 0 o o I o I ----�, , o I SUSPENDED METAL { --> a I TILE C IUNGW1111 -._ _ ILE � L � LLAT CEILING . I I II - I I i o O o O ! I y _. ff O O I -- 0 �---- — _ O clu 1 - ( 10'-G* SOFFIT DD - - METAL LATH 1" THK. ItGYPSUM PLASTER CEILING -f--- - o I I o o o i o - - - -- PYRAMIDAL METAL LATH 1" THK. o , 1 '-6" I I I GYPSUM SUSPENDED METAL SU LSE CEILING I I T- 11'-6" CEIUNG ARCH ARCH -- _-- ------ --- E t - - — -- ---1 -- - - - - -- _ — - - — - - - - - --- - -- - - -- - - --- - - - __ ARCH — - -- — -�— ROOF DECK t I • • - ARCH - - I ---- ARCH O I � I � —1 I � ' ; ' �� SUSPENDED METAL --J 1 I - - I TILE CEILING _ 11' 6" CE! NG I al 6 I # �- SUSPENDEC METAL SUSPENDED METAL , TILE CEILING SCHEDULE OF ACOUSTICAL TILE AND GRID LEGEND: - I --- - — -- ------- - 4 I - TIDE CEIUNG I_ AREA OR ROOM NAME TILE MODEL TILE COLOR M MOOQ i -----------J 24"x24"FL.UORESCENT ELATE+ ITE, COLOR TO LIGHT FIXTURES WITH DIFFUSER SPRINKLER HEAD ` ---�- 1 PRAYER HALL HIGHER CEILING FROST PEDESTAL IV, STEP ('UT ADOBE J' I TO MATCH TILE SP SPEAKER 11'-6" 2 PRAYER HALL AISLE OR BORDER, LOWER CEILING FROST CHEX/16 SCORE CUT, FLAT ADOBE CENTERICITE, COLOR TO � F312"x48"FLUORESCENT SUSPENDED MET.NL -- TO MATCH TILE: TILE CEII!NG ---- -- ------ - .r�x LIGHT FIXTURES WITH DIFFUSER RECESSED DOWN LIGHT 3 OFFICE, FOYER 'ND LOUNGE GLACIER-CHEX/4/4 GRAY OR WHITE CENTERICITE "C" 24"x48"FLLIORESCENT O REFLECTOR DOWN LIGHT 4 TOILETS AND SMALL ROOMS FROST CHECK LINE, LINER SCORED AS SELECTED CENTERICITE "C" _.---- BY OWNER LIGHT FIXTURES WITH DIFFUSER _ ._ _ ----------_.------ _ T— MANUFACTURER GAGE STANDARD CENTERICITE, COLOR TO PENDENT MOUNT FIXTURE 5 SHRINES COPPER NORTH DESIGN, MODEL #449 ALUMINUM METAL I TO MATCH TILE ®! '� EXHAUST FAN _UPPER LEVEL REFLECTED CEILING PI XN_ 6 KITCHEN, PANTRY AREAS PARAUNEL, SIZE 3.25" x 12'-0" REFLEHIGH C ED WHITE LINER METAL CEILING GRID ' 'I� � ;• 2d"x24" SUPPLY AIR REGISTER r. L _,. _..., . EXIT SIGN ALL ACOUSTICAL TILES AND SUSPENSION GRID IS BASE ON USG INTERIOR SYSTEM. (� p �,•`3 TILE UNIT SIZE IS 24"x24' UNLESS NOTED OTHERWISE. GRID SYSTEM IS 24"x24" TO MATCH TILE SIZE. - 24"z24" RETURN AIR REGISTER O RECESSED INCANDESCENT - - ,_ .- _--• CADDFILE: BPTE-A6.DWG I VISUAL DEVICE LAMP �,`� BRAHMA PREMANADA TEMPLE/ASHRAM - AV� FIRE ALARM AUDIO/ RECESSED INCANDESCENT ', 11515 J TGA D,HALL 97223 DIRECTIONAL LAMP ',+1 rl� ,� �- — -- FIRE ALARM PULL STATION �"'`- � TITLE: _ (WALL MOUNTED) I - - UPPER LEVEL. SLI ': ;IN A REVIEW AND COMMENTS CITY OF GARD `may) FIRE ALARM SIGNAL DE\ACE y Nil -- — - REFLECTED CEILING PLAN 0 02-19-01 ISSUED FOR BUILDING PERMITS BML LEGEND EMERGENCY LIGHTS/BAr,ERY BACK,-UP � 0t REV DATE — DESCRIPTION BY DATE SCALE 512E DAG rvn ' i BATTERY BACK-UP — — —. _ REV — _ _ - ---- -- _--- — -- -"- — --REVISIONS UR. SAL DATE DATE 7/15/0 1/4„_, p„ p A-06 A 'A u' "'.:Ta'nlt.•Adtipi>wAI�N,'IM1 �'tYl�l!Y'A'!”wU;�Ptg1I'foM'1ti[hN'I'�F�r�Ri1M"Whi• ,#"u1MY+l0�„tlWwtLlge'^'r''� c - -^.. tv.'. ';.., .. ,. - .... .. .._,--xew.."' -...._. .,-. .-., ._.,...._._._._.-.....__.._.•. _. - _._ .. .. .____ n'r. n ... ,...... .... ... ........__."^ .. - .. ... u.nrir ,.ym1::.r.'a:ksAIDIr4KWL1'IAra-W.@�..14Y49'�1a+tLwN1►�Yve)Px'c,4�6+"G°^,.fpf'#' .IfWfIMHNbw.+. rw:dM,.-n. LNY.•.MUYW' r.".,,+-.s.:..«ar:+lA'1[7Lffi':u4.:W'.. :. 4 Cm i;IIII IIiiIl,fl IIIIIIIII 111111111 illlJill l Iiullnl nlilllll IIIIIrItI Ilulllu IIII�IUI Iullnil IIIII�IIJ TUI IIII Ilu Inl 1111 I I II# t I 1 !�I uil (t III I I It n Im low" l , 1� II , a IIS Il4 i I i f I i 77 77 L@O fTY a1RIP �, I I tI I I ( � I IIn I I i nIp III I III I t III11 t1I, p IOwsal.1 s I . I� 19 O 21 22 23 24 2D5 28 27 28 29 JO : .. .. . ...•. T..'„„.„x, �, '#moi t I K -'•# � ;,:... ., ` „>. MONI � ICS• V 7 , x 1 ki�V�l+ r1 f bf� I w : : 1 .t dP r•. T/PLATFORM_ _ SINGLE MEMS. ROOFING�� D. it - T , 4" THICK REINF-. CONIC SLAB -� COLUMN GRIL) FINISH FACE 7F EXTERIOR WALL , ,_ ' ' � ° o � PLATFORM FOR F 1NIAl_S i�L SHRINE #5 & #7 SYMBOLS 1 3 SAND STONE COPING _----__---_-`_-___- � ,` � W, DOWEL 24"O.0 M ,J COLUMN GRID FINISH FACE OF EXTERiOR WALLItT - - PRESSURE TRATED WD. CANT CO / ' CMU CONCRF TE MASONRY UNI 1 SINGLE PLY COUNTER FLASHING _ O.S. �� `, \� ,� #5 24"O.C. VERT. REI F $ PRE- FAB. FLAT DECORATIVE `t SINGLE PLY MEMBRANE ROOFING , ll PANEL W/ SUB FRAME BRICK SYNTHITIC WELD / BY FABRICATOR I - -�- 8" FIBROUS INSUL. I Q SINGLE FACE FOILED RIGID INSULATION BOARD ' f ILL TjROOF SLAB o - n -. • _ ,, EL 29-0 --- I '' T/ROOF SLAB O — / _- � ASPHALT FLASHING .� a0 f w f - _ _ c'. - - _ EL29 -0cr M iv -- `-t— ,\#5x4'-0" DOWELS is 24"O.C. TYP. --- #6 FULL LENGTH 4'-0" LAPSPLICE _ 1'-2" p 1 "� WOOD SHIM ll - " - " _- _ 1'_2" !_ OR BLOCK OR CANT - 1 HR SPRAY ON FIRE PROOFING _ - ._�.. „ 3L5/8" 2 3/4 7 5/8" TAPERED INSUL. ��"`""""��-` r TO COLUMNS &BEAMS TYP. ' -'i o 5/ _Z�LB" GFRC GLASS FIBER REINFORC' D 3bICaID INSUL. BOARD UNIFORM I ca 2 /4„ - CONCRETE PANEL PRE-CAST `n '•` - _ W 12X22 H MARBLE WALL & FLOOR BASE TYP 4"x4"x3,'8" STEEL SHELF ,� W 12X22 - - I FLASHING PLYWOOD SHEATHING ANGLE r �, . _ r _ i SILL FEATURE :� _- I ` 1HR SPRAY ON FIRE PROOFING LOWER & UPPER SLAB ELV. ' 5/80" CONC. ANCHOR BOLT 24"O. -- __ O.S.---� TYP Ot`� PROJECT � OWNER SUPPLIED ITEM '1 , ,� � -`� � - � I ' ,#4x 2'-0 x2'-0 (� 24 O.C.---�___-_. -�4-- i „ h' \ INSTALLED OR ANCHOHI 1) '% 4"X3"X 1/4" LEDGER _ -_T .�. T/UPPErR FLOOR SALE " 3/4�bEPDXY THREAD ID _ BY GENERAL CUNT RAC 10F, EL 13 0 t=L27'_0" FLASHING MK 1 BEAM SEAT - - H= C i v NIC. NO f IN CON TRAC I --- - - EL27'-0" i YP. - =�• • . : FLASHING & EXTERIOR SEALANT. - UF'1'I R — FOAM 3�8"0 BAKER ROD _-- -- �I, -" , 1 FLOOR OOR SALB y/ _ - D BOND BEAM @ 14'-8"// y +- - -- ,: �_�nr•rrr� Y:rinrwlr o oc EXTERIOR SEALANT , - ,_�_- i 4" Xa"X 3/8" STEEL SHELF ANGLE `� g-1 '�` • --- t . El 13' 0" O.S. 5/803" CONC. ANCOR BOLT 24"O,C. -- IL - PRE-FAB. GFRC PROJECTION --- = -- --- 1 - _ ON STEEL SUB FRAME BY FABRICATOR,-- }� � ' U ' I " BEARING FOR MTI_ DECK TYP. r ,�" 1 111000"'I, 1 •% MAIN BACK UP STEEL FRAME `� ,� ,!S � I ,�/ " o C) W 12X22 YOND 2 O.0 ANCHORED TO WALL BY GI.0 . ('W „p11 LS 4X3.5' X3,8 O 8.12X22 BEYON � �- NCHOR BOLTS. 5"O.C. � ' r OR OP TION: 3/4"O ALL i�0" 2" LEDBE BEARING FOR MTI_. DECK �Q• MAIN BACK UP FRAME ` , Q i THREAD _ i DESIGN/ PROVIDE BY FAB-3ICATO \�� U --T - -- - Sl- , i I '' I TUD BOLT DRILLED H / i ' w EPDXY O / ' • v I J TYP.@ CONC. WALL 'I ;� r CII Ouj cn i > I L #5 VERT. STL REINF. 24" O.C. + �„ �. o �' W 10 NT J I " �/ CELL FULLY GROUTED, 2LAYERS - cc /) j' I 1.5" RIGID INSULATION / - / OTHER CELL FILED W/ WEEN FRAMES O I I • , - BET GRANULAR INSUL. TYP. `� ---- C3 -� i '�'Cj> o. I " O ` `0 BOND BEAM -- - - -_ W/#6 REBAR CONT. / - 1 -- - - - - ' I t t 24" '_AP SPLICE TYP. -_ __ _ = Hit ~� _ . - - � _ - -- - --- -UPPER FLOOR / ,. -,.c" ' I - `` In �. •,;) �-- CV J ; ; � • HORIZONTAL LADDER TYPE U STL REINF. 16"O.C. VERT. w ' 2' X 2' A:,UUS-f TILE . O LAYIN 24" X24' ALLIM " T " RI i - -- - - TYP. S;1' �U a G 0 y \ ti , cndi • � 1 t ' CEILING Ode 21-8 5 EXEXT.GRADF PLYWD Y'" \ — LU �" 1 5/8" MTL FURRING CHANNEL p� SILT_ FEATURE n11 \ , I I _ .L I,`\ Z ; ! I 4" O.C. 1" RIGID INSUL. BD. ' - LOWER & UPPER SLA EL.V ALUM. SOFFIT W,3�4 - , REVEAL FRONT &BACK i II IN BE f WEEN FURRING / r 0 0 � 'f _ 0"NT 5/8" GYP. BD FINISH TYP. 00 •� - 1 1 �4" AIR SPACE 00 UNLESS NOTED OTHER WISE IIII H- 1 0 00 _ -- --- �`. - --- --- -- T,'F JUND. WAIL J �� 4" 4" 4" V-2" „ 2" �- --- 1.5 RIGID INSUL BD W/ - . - - -------- T/FOUND. WALL , ' VAPOR BARRIER TYP. + n o EL7'-0" I EL7 -0 - - • FLASHING.- -_.-� \ ( '� �0 on EXTERIOR SEALANT #5 VERT. DOWEL 16 O.0 -- -_ --- r - . b 1` O.S. ;;FOAM /,8, /� R f "O ' 1► i GFRC PRE- FAB. CORNICE PANEL ., , -- -___ __ - - -- ---------- \ W' SUB FRAME BY FABRICATOR � - - 3 /8 i HEAVY COAT ASPHALT DAMP PROOFING n 3/ 8 - I 1.5 COVER TYP. MAIN BACK UP STEEL F,,AME '7 J_- - ` BY G.0 ANCHORED TO WALL 2" RIGID INSUL W/ VAPOR BARRIER 1 - . D TAIL i3"COVERTYP - _1'33"NTS _2 1/4" r HEAVY COAT ASPHALT DAMP 42 1;3i'NTS2 1/4" i "pp 2" RIGID INSUL W/ VAPOR BARRIER I �,'•�-. vrtE�� 1 �. b d `) N0 2Q!a J C LUMN GRID FACE OF CONC. 2 �� COLUMN GRID FINISH FACE OF EY.TER4OR WALL p ' , ' ., �. V 3 0 SAND GRAVEL PACK NOTE: PROVIDE BOND BEAMS W,`#6 RE BAR CONT HEIGHTS -3'-4". 111'-4" & 14'-8" TYPtCAE AT LOWER PARI SFiHINE AREAS: LOWER LEVEL . FROM UPPER FLOOR SLAB INTHE PROJECT O ° TYPICAL AT SHRINE AREAS UPPER LEVEL. TCU O ` WALL SECTION B WALL SECTION C EL NCSLAB �yAl„L SECTION D BRICK SHAPES „_ , _ - SCALE: 1.5 -1 -0 !J ,SCALE: 1.5" 1'- • tri =i; T4 ALL HEIGHT i/ o/ ' O SCALE: 3" _ V-0" QUARTER FULL 817_E , �- --- -3- % " .--. / L' o ��TE• LOCATION;, O ARC�HITEC�TURALSCALEFEATURES, PROJECTIONS. ARE NOTE IN ao '1 3/A' 7 5/'1" 2 1 4" d_. ____.._ !' .- _ r� - �`�A� OJ Q, - TERMS OF CMU COUFl:iCS. AND ARE IN MULTIPLE OF 8 INCH 1' _ _ - ._ --- --- -- -- - - - -- - 1 r 2� �� — - I 1�1` 1 X21 �� ,,��` ` q ddoolodoG J 10/23 2UUi 1 R I - G, � �� - ,- , --- -- --- BRAHMA PREMANDA TEMPLE � II/2u �•,n - rJ�' o - ----_---- - -- I .- TIGARD, OREGON 97?_23 Fi-2 a, , , �'d .on - 1 TITI-1 TYPICAL AT UPPER LEVEL PRAYER HAL H-� � _ � __...___.__ .__- q N N \ 2!25/02 REVISED / U / WALL gECTION A + _.a � CITY OF TIGARD REV!FW COMMENTS Q P SCALE: 1.5"- 1'-0" i �� S- 1 S-2 ----- _. _ \d 31-61' ;:2::1:119/ 00 ISSUED FOR BLDG. PERMIT WALL SECTIONS & BRICKSRAPE DETAILS --��' 47/_ ' L- 5 3/g?� - �k--- y 5�g�c 61/2" " _ 1 REV E. - -_ -__ DESCRIPTION BY rr� -- -- DATE SCALA s!ze ow6 No -- �` 4"0 DRAINLINE TYP. SEE CIVIL ENGG. 1•/C-4 RF`�IS10NS CK RP ATATE 1 1 5" 1 -0 A-13 I . ,i,,,,,;,... rw++>duwicr�'+f!q�l+kt.n'��IrlMe^Mc•� 'a�1*�witar�lNMl�li�MiWw. .,,,, .,,� 1 µ::t .t : I' a ... , , I 'MNd.w.. -.,.-.:':pU".' l iMa:.n...,... ,. • ,r.T_. ... , I1I IIII IIII 1111 IIII IIII .III IIII IIII IIII IIII IIII IIII IIIIII I I I ". " "'"'„`”-'""'�'�'''"'' ►-: .:..., ,„«y,�, :_y,W,, ,., .,.; 4 LEGNNLITY STRIP Cm I I I ! I I I I II 1111111 LIIIIIII nulIIIIIIIIIIIIuIIIIIII111I1lIIIIIIIII IIII I�IIIIIIUIIIIIItll11111111 Ilclll Il,i,,; ;: l! illlllflllllll I ! (I t I I { �'" :. a I tl� (� 12 13 14 I8 17 II8 19 210 21 212 23 24 215 28 27 28 29 3'G IQIIIT sI(pl d5 N9NI „ rh 16 1111 11,1114,111111114h1111�'J.l 1 11111,41 Ili it'll, ,,ttr . .:.... .. . .' '. ;. ,..c, y ...',.. - '4. 1.0 •i.:. x..a .,u- .;iia': ..a„ ,r:•... :. .. .. .... '.:. _:,..:..:.., .. - - :, -- .. -,. - i: , .:.>l'iY,.{_....,_.__.....,1.,1i_..-u_v..:_.._:-- --. ...:.:. r_LL1.:._.,'1 .'•-'-' . i...::..._:•.-.r._...L..r.__._ wriJiliL..ar-.- :.-.__•. -.. - _-_.._-..._.,__.. _- ._. _— _____,.-..r...._.—_____. _ _ _ _ _-_-. r'7• 1 40"x 16" O.A.INTKAE LOUVER PANEL -- '2X 12 BLACK IRON EXHAUST DUCT UP �M °-®r— Item nc Item no ---- -- - - _ _- ___-_ -- _ EQUIP. SCHEDULE Denotes wall rnoonteo / d*notes floor mounted CL , t J W/BIRD SCREEN 5 AUTO DAMPER >' a �DOME'S MAIN FRAME D /� \ ~— � _ LOCATE 1'-4" BELOW � 20''X30" TRANSP. CART WiCASTORS� L Ca UPPER FLOOR SLAB L13' h /4 WATER PROOFING MEMBRANE 16 BUILT-UP SST SHELVING / a GFRC HALF SPIiHiCAI. DOME, 18 18 I e SHELVES, 15"O.C.� mow+ sa�.t�t in ooin.curwet*a,r He#er 111 11 O ON ROOF SLAB, ALL SHRINE AREAS 1 �'0 4 CIRCULAR IN PLAN Trema t: o, , ��.. A --____.- _ _ -- - _- --_._- -- Nast DttarllMy Mwn 19aneorMUon oil is htahlr —Polilwr Requ n - _ Hood-Wr_fiaaptwe Air Ma"t t4mil rn - r2 42 �4 v _ 2 1 Mataurar4 Gaa RaKtpa-Mf► Vulcan Hrt IAo/a M- 40 11 30 %Moh ID Gas- L80L 2 std ovens. 1 rack _ _ _ _- connection 48 Iona o - - -- 9 _ _ __ 3 2 Work table, cabrnet baro Id Glidwq doure G+'uuP fllletal 72 a4 34.5 — EL 29' 0" T/HOOF SLAB ' ------- . _ ct 't, •�, _ :o o I — model I(',8,2472$E436 - - - -- --- - - __ - _ -- , R 4 1 Reach in 35 Cu Ft tiwodel r1t T36 True TT 38 5 29 a 76 5 '/i HP, 115 Watts. 8 t-- / , , I �o �►_ - . .� ' ---- 11r 3 siOfYK*E IT—- _ � w I / — 1 Ea&Gr p - -Master 3 5 28 h hot 8 cold oAm . — _ � Q e � �, ,• •' '• '-•' ,' • { - .- � � � 5 ' Mtrgel Al 4.14-1d-3-18 w_t iIP dtarn boardy - water brie - — - ' LX30H-25 33 5 24 2d 75 1. I4P 120/208 Watts Q c t ,, • ' , , , , , ► l �/ DiMtwat+Mr-ur+dar QourNrr hktbart Moria N � r1 , / ', _ '• ,� '. 1 t` 't U 1' -- _ .—_- _ _ �''✓ , single Phase EO cycle 3 1 •. J - Q I G O Q0,01 v 7 1yif yk W Me.-cabinat base W aiding doors E — 3e s wre 1 �, , `� cG I \�J I Group 24 134. 4 ci ` %' ' �� 1 T _ ,_1 `_ _,_: _ ' ;- • i _ i - ---= -- - U Model 0 243M416 ti 2 Work table, cabw'tet brae nd slidatg doors Eagle - --� • v ' - _} - 2 I __-- Model 0 C824"SE-86 IA 4 34.6 J O _ l `---" w ,� N 13 2 Vllprtc table Caoinet base w/sliding doors Eagle soup�30 24 34.5 Model M C82436SE _.__. 15 2 Cabinet well mounted Eagle Group_Model d WCH-80 80 16 las -- --- — _ __ I - a 1 1 Hand Bink Eaali Group Model*NAS-10F with------1S 114 14.26 'r4 ID water. 1 'r,Inch F ° Beck gooseneck faucet __ drain outlet _ _ O ' ZO 1 Fryer: MJ36 Gas Fryer by FryMaeter - --+1d -t 15 - -- - .5 %inch diameter gas ---- - - -- -- C 40 I h r a� O_-_ , 0 21 1 Hot Food Table four wells. Randell Modes*3414 with 80 30 3d .- I I I- i a ' 22 1- Holdi and trap °�� " BATT INSUL. SINGLE FACE FOIL 1 ' J r" -90 _ *etKbath t'___ �� - 1 R ROOF SLAB OF l r►9 sport cabinet, commercial type ank 33.75 27.5 Is8 1200 Watts 120 V 10 �� O " c WITTCO Model d 1828-15BC Am 1 `�♦,/ t UNDE I_ _ m-- '� a e 23 1 Floor drain gratinglassembly Eagle Group Model-1� 12- 12 - c LL SHRINE AREAS NORTH � � I ,` � �_�—�SG•RG 1 HR SPRAY ON FIREPROOFING TO ALL. BEAMS, COLUMNS a 2t, 1 NOTED OTHERWISE 3 ` KITCHEN EQUI . LAYOUT Lounge Area -� - SECTION DETAIL @COLUMN LINE 2 ROOD SLAB SCALE: 1/4"=1'-t1" D (C 3 I -r --SSE; 1,a"-- �' �,. — --- -- _ 15 , __... ---- -- 17 2 2 X I __ 00 m W / I o a II O O O i o ` t �I f • I' 7 I I O I 41 _ , I cV b 0 .3 � oo / I ,U q t ¢ I" Uj 7'-2" _ 1 zi 7'-2 �i d a L 1�- - - I 3'-0' 11^8 } v I / b' -—- ------------ — - i 1 u? 91 4-0 ---- -- - 4-0" 2 -- - -- D •,E__-.---:SymmelflCcll � �• ' L *---Q-. ' INT. ELEVATION OF MAIN .SHRINES #1#2 A#3 C, 5,^4SCALE: 1/2" =1'-p„ 2 1 _ This elevation shall be read with reference to A-8, interior elevations next beam INR FLOOR, ROOF ,SLAB/ SLAB EL 13'-0" T/UPPER FLOOR SLAB '° I r �I 1 �cu� ' o� q o o �- C o b ,x ° UL DESIGN ' C —"�L` / �1-� o ' ,yco , r! ' / 1 -r—�G_-» 1 ,i �V• , 1./ ��a c o = c TYP, - CAULK v,' ',CAULK l - - 20 MSG MTL OSER TRII4 TYP. = 20MSG "J" TYPE FLOOR/ CEILING RUNNER 2 LEG. 1"LEG � P - CAULK _ i CAULK C-W" MTL TUD 24"O.C., 2.5" WIDE 1" SHORT IGH FLOOR TO FLOOR HEIGHT /8" TH GYp�UM BD, TYPES SCREW 8 ' �` u' I .• a -— - — --- - - D SD O.C. r - - -3 5/8" MTL STUD, 24"O.C. NOTES: ��_ '`' a AD THIS DRAWING WITH RE ' - 1) RE FERENLE TO A- 13. '• - - t 2) ALL HEIGHT LOCATIONS OF ARCH. F EAT URES, PROJECTIONS -NON-RATED CEILING � NON-RATED CEILING — L ]Le _ NdN RATED CEILING �' 47� �t Lu - ti 1"TH GYPSUM BOARD LINER PANEL 24° WIDE VERTU EDGE IN H SECTIIULTIPLE RE NOTED INTERMS OF CMU COURSES. AND ARE IN OF 81NCH. . ' - 4" VINYL_ BASE OR r PUBLIC SIDE O - - _ •8" HIGH MARBLE WALL BASE D J v ti R / -FLOOR p FLOOR _. o' o h1 �` , ; T� ; 1 �' _- ; r^ 3) PROVIDE BOND BEAMS W/M6 RE BAR CONTINUIOUS ra HEIGHTS ' FLOOR -- --- 3' 4". 1 '1'-4" & 14'-8" FROM UPPER FLOOR SLAB, TYP IN THE PROJECT T h, ;o� , I 4 7 WALL TYPE s>MrSIGN LL TYPE 5 WALL2/25 2002 • �z-- UL 0 mos- 2ND U46 BRAHMA P REMANDA TEMPLE 0 . 1 TIGARD .OR 97223 TITLE ---- - _ _ MISS;. DETAILS & INTERIOR ELEVATIONS ' 15'-5" _ - _ - KITCHEN EQUIPMENT LAYOUT/SCHEDULE F 1111A__.__�L. SECTION E LOOKING WEST SECTION DE �IIIQ COLUMN LINE 2 3/11/0? EVISED AS CITY OF TIGARD REVIEW COMME I S ]SCALE SIZE REV SCALE: 1.58 = 1'-0a o@COLUMN LINE 2 SCALE: 1.5" = �'-0" UPPER FLOOR SLAB - s— - As not®d ■ REV. Date Revision Description By - D A 14 '-•1N0 k,tYlm ,. . 'l�Jt4'!MA�1.��`Mt1�11�*WPJC9 '.�'11PMhtEhTM.. f.:qfMlatl+M+!e"n.;.w,76aNwg4y+,•petro,+., ,w,••• .wwnev-• ,_.. +,.w `. - ' I j ..,r .._. nor— n,tX:!a-,y��f�:•: ....t .r, : - •'.. 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'u'n • 2 3 4 5 D D � , I t 120'-6• I I —-- ----- 1 I I 16'-O' 17'-0" 15'-6" 17'-0" j i '-8" 8--2-1 ,2-6' 3'-7" I I I I p •'-0" 8'-0" 4'-0" 5'-9" 3'-0" 8'-0" 2'-3' 9' _ 14'-0' S" ' 4'-0" 8'-2" 4'-0" 5 9" I I ! i14'-9" 7'-2" �'-Or 1,t'_ -2 -- ` I (TypI I T' �'.'T•A 1 I i I _ 1 I w 1 (TYP.) rrP.) — -— —— — — ———— — ( IEXPANSIONI �S•�2 !E cYIINDER ' r .i , i J i J01 • ' ' 4'-6 4-0 I I � � I L _— I A w I , ' (-- -- - - --I- - -- - --i o r (- I ' �� -3 1�4 4-7 4'- 1�4 I sT(M i i �.z `' it I i I I I I t" XPANS10N I I DRAiN 1 I I E I I L — _ — _ _,;q —JL L - - - - -- - I r- - - - -- - - - - - - - -- -� i - � 1JAN JOINT (TYP)-- -- -t - - - - -�- .1 I i r-- - - - - - - I- -- - -� ` �_ ' r-- -- - -•-1 - -r - - _- - __-L...__ _ -....... -_ - _ - - - - -- - - .- - L - �. _ -_ _ _STEP TiNG - _ -� -t _ - _ -{ -- - -- -, - CA -r- - - - - i - - - - -- - - - ` - - - - �; i I i —•�•- I I I ! c I ( FOR REINF.SEE OOT FOOttMO1- ! 1 1 I I 1 EL - -V-10• �.) I I ( I I I T w w I I TA (TYP.) 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I I 6" WELL COMPECTED GRAVEL I I_ � �J I M' O• I � - � L - - - - -- - - - I I i I I I I I I I II I I I I I II 1 W ' ! � I I II I I ! I � - - - -� - - - - - - -- - - - ---fi- - C) --'•r-- - - -'-�-- - - --- - - - - - - - �--- - - - - - - - - ---�- - -- -- -- - - - - - - C - - —�---�--- - - - - - ---�---�-i �-I C I c �!I - I I � I� I II I I I `li 2'-C' DIA. PRE QAS T C NC--/ I t I I { t i l l I I II I I lc � LPIPE (NON-STRUCTURAL I ' '� I I I I iF Ki I I I I II I ! I ! 16 II 1 I . I I I I I I t� I � I I I S-Z I I I I I I L _ I S I ! Ir. L-----� I FOR REINFMt- -- - _ -►. - _ _ -- --� I I I i I E 1 I i I I I II I I !_ '-0 ! ' n 1 L DETAIL 1 I I I I t I t 6.0 SM. PIPE a , I L� COLUMN DETAIL a 1' ,4 � U --� I - - - - -- - - - - ! ICL i ' ; I 1 ! - ! L - J L - -- - - - - _ _ _ - - - - - - - - -- --- --J r., '+• 80T FTC TO �E SAME ELEV. �-- I €t DO�i1�0{MEAfiB! VERT. G7'+6- 7'+6' 7'+6' 7' 9 4WIlogwrE " G.C. ! I '� I I -- --- - F �. _ — __ ELEVAT I I fir' I I w ON H I-- - __ -�- - i - - --� ( i Jr - - - - - -- � --r - - - - - - - - � r--- - - - -- -- - � �-- I / I I 1 XPANSI) ! e • of rOq`TIMai�--� `� JOT (TYP) c1'-3'�IIN. TY 1 I ELI- 2-Z }'�---1 ! i I 1 (�I N ' I I W�4 INATERSTOP ! i �� I I I I I I I I I I r I I 1 F-1 -"-I 8' o' I I i ! I i BOT, OF FOOTING EL - -2'-0" �E -, /B i i ! '�, I I ^ I I ., 1 . . I ^ I I ( I I I t EI I I I I I I �? I ✓' I I I I ( TYP. I I N°SLAB ON TGRADF. I �FOR REINF.SEE I I 1 . I I ( • ) I (SDH DE AIL 1`AA-- _ _ �- _ _ - _ � I I I - G 1 ,d _ I I ' ! (,rvn) I ' ! i._ (TYP.) I -� _ I I { L - - _ L _- - - _ __ _ _ L - - --- B 6'-t 6' I I I I I I 1 --- I ''—� 1 1 4'-0" 4--Ow 4'-0" (DI _ .—_ _ -_- _ ( L________ -� / LI- - •! __ _ _ ._ _ J ' __ ___ I 1 +' 9'-6" +7-6" + 5'-6" 16"- I EL _ +o-6" _ -�-- '_'_'_� I I _ - - ---r �— �J L - _. _ _ L_____ I \� ' %�_ - II I ( I STEPOTI2vG - � _ _ - - !-- - - - -- -- - - - - - - - - _. - _ J i !— - - -- - - -- - - - - - - I I I i � T I I I NOTE;PROVIDE �» EXPANSI �-� IS•ORM L _ __ - -i r -I- - J 8 I I T_—�? I JINT (TYP) !'L � DRAI I I i I I V . � •- EXP. 0 i0 C C.�. 1 �4" WATE STOP 1, 1 g.1, I IL ; J I �-2 EL .. o•-o"-2,a•-n talcs i ! I -• --� I �-_ I I _ NORTH I — — _ _ T FOUNDATION PLAN - - - - - - ---B.P_. 1/2»x1O"x10» " WATER, op (TYP ) *12-1/2"OX12"LONGi I I _ }CALf 1/4••+'••0' / ANCHOR BOLTS + 3"HOOK L _ _ _ _ __ _ __ _ _ _ _. _. _ J I 3 I I SUNKEN COURT( L. -C'-6") z ! I 4"0 OR 6"0 STD-PIPE COLUMN -B.PL. 1 -14"x14" -'�, I U 1 I PEEBLE WASHOU FINISH -S # COLOR TO BE S LECTE" � W/4-t�?"ix t�"LONG ��- ! Z I �� I I ------ 4 0 12" O.0 N 4 O 12" O C --G7-1/4 ANCHOR BOLTS + 3"HOOK B� OWNER I F. ---6"x6" TUBE COLUMN �.� .► j !'r�'� 1 ,; - 1 - - _ _ _-�---- r H — -- --+ r I i 111 Q DOWELS & VERT. -- 8 DOWELS & VERT. , !. - I SES ARCH.DWGS. I - ,---B.PL 3�4"x 1,2"x t 2" I ` � p oo --- v 4 BASE PLATE QTL. 3 BASE PLATE QTL. 4 ,s�s'� �^4� '� f ` ` -�� -2 - i -- -- —2 - ' SCALE /z- -o- - --- 14 , t, / ,� ( I Did a 4 I --2-1/2'0x1,'-0" SCALE �/2'a1 -o' �" 3 u °� I _ i _— _- -- -- 1 ll '�' ,,it�(�'w ANCH. BOLTS ^S L- � _..___ __._ .� __-____ ► _ FOOTING SCHEDULE �1 ►>i��: �z"3M-0 j pan - I CADD i E: 8° .�K'� - • MAPK SIZE REINFORCING __. p! -RS SI<'E BASE PLATE �- _____ -_ -____�__ __ ---] BRAHMA P R E M A':�+ A I� D TEN, T P �E _�---_ -_- -X---T ! I rIGARG. OREGON 97223 7'-6"x7'--6"w!'--6" t 7� 17 BOT.fA.WAY ' '0x12"A.BOLIS ,�, c' -0. _.,.,� IFF------•--------•• _ _------ -2 E!' x 8' x1'-6" VERT.W/1"'xf -%1#4 — — ___ -_ WT. 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I �r }� 4: t'. 1 41, �I C L/I GRADE � \ fi !i 1 2'-0" O C N4x2'M2' DOWELS 0 24`1C- �—CONC, STAB W/6x6-W2.9XW2.9 W,W,F. MFA DECK - 1 \ '9''T-r P E W I GRCI,' GROUT 2'-0"o PRECAST CONIC. PIPE r/ ' CONIC. SLAB W 6X6-w2.9xW2 9 W.h� � ' 3'-0" �{ E' / At 6 MIL VAPOR BARRIER ON -"'� - - • �/FINISH CONC. SLAB Q \ B.PL3/4".1y'.•2'_� 8" WEA_ COMPECTED GRAVE_ - - '---_ -- -- 1-- -----" ---- •D W ANCH.yp1.TS i W/3HooK E 0'-C" EL - o'-o" W12x22 W27 -- — I � -, I `— T T/F,�,IsI.coNc sLAe al _ �. +--- -- +---�--� " _-a -•Y Y ..-.._ —,� — '/FINISH CONIC. 5lAB I - _ ---- --— ----- _, -- s a # 12 - R !I ` � � i I 2,1 �j(,,,K. •CIDI L� FADE' -----r - - -- - + CL I \ I 4" BRICK I V 6" CA-6 OR EQ. BACKFILL CONC. SLAB W/6x6 / n• c% � `! — COMPACTED TO 95X OF W2.9xW's 9 W.W F. . L-- ' •-- 6" CA-6 OR E0. BACKFILL t - ---� -'� COMPACTED TO 95X OF ''' MODIFIED PROCTOR DNSITY MODIFIED PROCTOR DENSITY AS PER ASTM D1557_- t/2' PREMOLDEC 2" DRv PA[•K 1 IN' rILL.EP SEE FOOTING SCHEDULE ON 6" CA-6 OR EQ. BACKFIL i COMPACTED TO 9571 OF \N, S-' AOR SIZE dt REINF. MODIFIED PROCTOR DEWSI'" - 0'-C" SECTION - - —_ — E, -7'-0" /F N'S� --ON' SL48 G-G SECTION H-H ./FDUND.WAL_ ` SCALE N T$ -- --�� - - ute, `Ativdr.�ry•".`. l 4 SCALE N TS '\/ ,\ IXC4 KEY--� I i II c'. #�X av-b 1,c. O/G. �'C,I'M T� � #-7 L�a61-T IN FocTING CL ' 27.-#! 7 CDJ 12i1 % vt.Ze T- I 11V SIDE ) AGS '� t-D(,Ca -C----- 1 -0 --- —— — T' --,r -�� GT' 2¢u o/G vEIrT- „ n711 C'ut MOT.� 6,-C' 07 II C-Lte 017T calor. PA C.L' Lai I� 141AL_ •�--- �`� C L BRICK I /2�1 GLIA -5UT G�ICicw FA GE (d 10`x( X&" I vp 0D QA•calo. Nom 17- 15" z - 6" CONC. ., O(,K CONC. B'_OCK RETAINING WALL SECTIO_ IVSD-D) 05 0 2'-C' 0,C 0.11 SCALE ,;2"- C" — N Pl e 4- BRICK 1 - 1/2" PREMOLDED JOIN' r'L'_ER * 1/2" PREMOLDED JOINT FILLER 5 O Z•-O" O.C. CGNT, q g Q ?.¢ CONC. SLAB */6X6-W2.9xW2.9 do 6 MIL VA )R BARRIER ON �— CONC SLAB W/6x6-W2.9XW2 9 w.W.F. • • 5" WEI L COMPECTED GRAVEL i CONC. SLAB W 6x6-W2.9xW2.9 W.W.F. VARIES I'-3' 1 Ar 8 MIL VAPOR BARRIER ON , � /YG\Y�\ \ At 6 MIL VAPOR BARRIER ON A —' R¢ e �•L CONIC BLOCK WALL (FOR CONIC. WALL -1' / REINF. SEE DEATIL P-P ON SHEET S -5; 6" WELL COMPECTED GRAVEL i 6" WELL COMPECTED GRAVEL Ids-- 4) q S 2 GdNT• I #I 5 0 2'-0" 0.C. 04 Q 12' -- • • 2x4 KEY a Q-O EL - D'-o" - -----.� T/�'IIII�H GoNo.4�l.Ab. 3_�Ia ® --w.� 1 .1 EL 0'-0- y r I T/FINIS►+ CONC. SLAB 3-N4 T/FINISH CONIC. SLAB • --�-+- '.� avrr, • r `ib-K I I r. •'.•+t ..�-tl ryf��;.-.i,Ylr'} / _ �� - '--- � - —� �:Dvb t�'�'w�'`A r� •-�'f' ..: ''r'}rr''''�.` -+ y .. 4_ iy.i. .. „�,;• R; Y, • • �•.r•- ui I � y- ..4 ti._...�.•�r�'p^.jam --_— - 6" CA- OR EQ. BACKF11 COMPACTED TO 95X OF 1 • • 6" PAC OR EQ. BACKFILL L� MODIFIED PROCTOR DENS!T" 04 R 2'----- 2.4 KEY COMPACTED TO 95% OF I � 6- CA-6 OR E0. BACKFILL I _ 1 ;, MODIFIED PROCTOR DENSITY j COMPACTED TO 95X OF ' e I -1� 3-/4 AS PER ASTM 01557 �'-6" MODIFIED PROCTOR DENSITY - F---T 6" CA-6 OR EC. BACKFILL INL • - AS PER ASTM D1557 COMPACTED TO 95% OF SECTION B-B MODIFIED PROCTOR DENSITY 4 :;r "l -L_ _ -• - SCALE N.T,S SECTION C C AS PER ASTM D1557 a SECTION A A (@ step wall)I _ — „ $GALE N.T.$ SECTION C1 -C1 SCALE I , T SECTION A-A �•r,Y f,,1 SCALE N.TS �r k't N • 24' O C(TYP.), GROUT 04 O 24" O.C.(TYP.), W/GROUT FAT SERNCEAJIEV Y?04,) ----6- BLOCK WALL (TYP.) TQP/i OWEM LC r W.W t TOPALOWER LEVO - _ v a �_ - 4' EL 0'-0- - -� TT /FINISH CONC. SLAB 0.1 -- 12' * _ , 14 @� 12" 4 • 12"-- /i4 • t2- i ( YP.) /2" r PROVIDE— ` COMPACTEDRTOO95%�OF ILS #4 O 12-- LADDER WATER- MODIFIED PROCTOR DENSITY c PROOFING •' _ AS PER ASTM D1557 o 1 S" 12 T 4• 12" R I ,2. '- PROV,DE WATER •• I PROOFING (TYP.) 16 O 12 _ 2X4 KEY w/ E- WATER ' b - STOP, ALL AROUND A r— — - •, ! a i j - - • . 1.• • • • • •A • �• --R- — '. d6 • 12-- #6 ® 12" LCCAOPACTED #6 ® 12" GRANULAR FILL 12"a12' CUTOUT AS PER ELEVATOR MAMUFACTURER i, ''� :Fsol SECTION E E SECTION F-F BRAHMA. MANAND TEMPLEI - PRE SCALE -� N.T.S -- �`. 3' TIGARD, OREGON 97223 IN ( _c TLE: SECTIONS76 ^ .\ BURGSTAHLER ENGINEERS .Vo_�002 IbUILCXNA rsIRMIT REVI" BUpl,�\ CIVIL . STRUCTURAL 0 2;19/2001 ISSUED FOR BLDG. PERMIT - R.P, D / I`:1rlw 30323 SW HEATER ROAD -- r REV �_-DATE—^ - _-_ DESCRIPTION BY �----- oAT� . - SHER(00 j 625—7432 REvISIONS �; -- DATE SCALE slzE Dwc. No. - I ae. .. . ,...a5;L5AN911Ykpla,,,gyr:,. .,�i aiv!:?NM••�.1,��ir'1�F :'r0.` �Ii,`.' ,: R ^-...+r.,..:w+e+-,._+iso...+.---nr.w+.++...,,••...e.+.»+...+. �ua•#!El!rvra,� a"'+,��apw{�p�i°�.'' _.. 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FLOOR 12'-0" I 9*12x1 1 i � w 2x1g W12x19 w12x19 11a. � I W'Ux49 COLUMN ' U I I I I ! I o 1'-2` 2'-0' 2'-0" o _ ' • l I - SLOPE TOP/GONG PIES I STAIF EL.10'-0'(TYP.) * DN. I -t-- -- I o W1Ux49 COLU N o '2x19 - *12x'9 W12x19 W12x19 W12x19 � L ��Y l I � I W X22 o I 6x6 TUBE COL-7 I I I - - -^ J a a, N I1 6'; SEE p-15 OF 17 I1 61 I1 -6�i M10 cv I + `v U U + N ca U *- I w1 x22 ; 0 0 0 3 0 oF7 III \ I I Ii I I I I I I I I i rh a +-� N x —� a x I I ill 4'-0' I I I 13'-0 I i I I I 0 � � C4 N N N Y a O c,� ° 1 x x' IN u N W12x19 -- In 'x W12I. x19 ;n aaxo N W12x'g _x W12x19 n I W12x19 T- I 01 I I I I I I Qi O 3 ; 0 3 3 O Ift 3 fav o ; 0 3 -� v Y V I c Y tU 11 — — W W 0 I �— M 1 = I , I N x < W tO a Q t l I I iI I I I I I I I oLW1 x�2 a a a I ' I of l I ' I rn I I I I I I I I I as .S 5J, vi N — 6x6 TUBE COI.-- I I I I I I I � W i x22 'c I, W12x'g _- - W12x19 _- - W12x19 _ *12x19 W12x19 I I SEE P-15 OF 17 I I I - - _o -!.- — � W 10x49 CGLU N -� I1 -' - W1Ox49 COLUMN I �\ I I I SLOPE ir r TOP/GONG. PIER I DD - - I - - - - YS-5 - - - - - --- - - --_ - --- I L Ei t a -o"(TYP.) I L-2 -� -L — — 1 — - - — 1 -- W12x19 W12x19 W12x19 - - W12x'9 ;n __-- ___ W11x22 L - I L I ELEVAT — .I W1 x22 N , '" N N u i E _ _ N _ -r _ I - _ _ *12x19 - W'2x19 - W12x19 _ W12x19 pl I WINDOW 3 —0 E w12x19 I 0 �I r s� C h hJ`tiv�p) f7a� �tAl W1 x22 — `Y � Y� •: ul lI S J t a p 1 N N S2 N N 12x22 -- -- *12x19 x W12x19 x W12x19 x 71 *12x19 x *12x19 I I �" - --t., ----t_, -- LEVE.. j y 1'' ao TOP FIN. FLOOR 12'-•C" I f TOP/CONC. PIER 3Ei 3 / rl EL.10' 1 n tr r � t= r — ==tt _ — _ L-1 -- - -- - - - - - - - - - - -- - - -� Wt 2x22 W11%22 ,�,�� _ - - _-._ - - - -- - - - - -- •--- - -- .- OPENING BELOW _ - - --- - WINDOW W12x22 WINDOW CONC. sue W/ 8x6-W2.9xW2.9 WVY NORTH i ON METAL DECK _U P P_E_RLEVEL FRAMING PLAN _ `0 -W12 l EL .13'-0" SCAI_E:1/4"=1'-0" TOP/FI . FLOOR 13' -0" W11 -- v#27 — — T/FINISH CONC. SLAB II o B1/4 " — �-2 AAEQ PRBff --_— —_T— ' -- CAD�,LE _ 3/4 cRouT-- /v5� �• ' � ROSE DYN,�.��1iCS BRAHMA PREMANAND TEMPLE i - / 3'92 .0 �" — - I - --- - - - _— TIGARD. OREGON 97223 _ --- -- l - ARCHITECT TITLE: -__-, --------- -- E�� ---- UPPER SECTION L-L `�.��<Y ,6 , . BURGSTAHLER ^ENGINEERS _ 4/&L/oft �•uI�.I�ING r:RM1T MZVIZW k pUR CML , STRUCTURAL _ FRAMING SCALE1/2"-r-o' �A 0 2/19/2001 ISSUED FOR BLDG. PERMIT R.P. PLAN 30323 SW HEATER ROAD —" ��---= SHERWOOD OREGON 9,140 RE✓ DATE DESCRIPTION — BY cx REm DATE DATE SCALE --� SIZE� DWG 40 qr, 2) REVISIONS cx EZ DATE DATE 1/4"=1'-p" - ` -- (503) 625-?43� DR PfZA DATE DATE S-3 O ariva.. . .nn.nwiw."'-- ...n r. n -.r...._,._.- ....w......«_._..._rwwn,. ... :Aw,M3dr' • ,.. ..,... .. .,.-.... _. ,.... ......, ... ...fa..ulmAf�u•6�u:rMtnrW14k4Y1�6M.w.aYn+l:u.resm, .. .. ' .. . LEOIBILIT'Y STRIP Ili !!II(ull nl�i;il inllilll Il!Illfl! !III Ilf tll! ILII I ! !III II!! IIII !!I! !!1! III! Ilt! IIII II{I III! 1111 IIIIIIacm III ( ljll � l + lIl � I � III � i � l � l IOxlm.lrn I ! I 12 13 14 iQ 17 IA 19 20 21 22 23 24 2B ��I a7 28 29 3'O ;. r a '..�- '+.ri ! •'rri, :1 11, ;. .. ... ._ ,r dr ---- 120'-6' 4•-Ow r IT-00,: I 0w _ - -- - 2 0 F„ ---- - 14@-0m 5 4 p - -- - --t-- -I- - ` ., w ' MINDER ' T-0' 14' g ,_�. 2 00 77 ! � I I 1 1 2- 1 I 4 DOOR I EXPANSION D 1 JOIN' I � � 1 w?2L1 I I 1V �"-"-" A _ o w1 �- n W1 x I I I I � 22 2 22 I I �• W12x16 I I I I I 1 -------- W 12 x!8 ly ; I � I `i7 W12x 16 a ' I Wt0 COL. BELOW N N W12xt8 N i 2x18 W'2xa - r -----_•_.___� ti XZ2 I *10 COL, BELOW *1208 t; I W1 x,4 I i I I I I 7=77 I I 1 I W_12 X 22 I II 4'0 COL. BE.Ow12116 fl _ 1 = ^ 6 1 -2, 2'-0" 2'-0 '`—�_* �=__x�- H (SEE MECH. DWGS.) , 1 K I W12208 x16 2x22 I I ZIP -- N R b t W12x18 o I I I 1k 9N x ,�* -01 W 12x 14 IQ + 1 0 W 1txl`! w t_K� t,r i N I r W r — ci 1 Q rn . ep 0W 1 2x 16 hi . I w12x16 1 Y x w I V ,r 1 0 N S+<YLIGHT (OPENING) N 'j �r Ln O Q CN 1 ; W12x18 w W' xt4 I ++ I 2 I I I - ev t°h 1 RTU-1050 LOS a 3 ; ' (SEE MECH. DWGS.) N „ r 1 /W10 COL. BELOW ----`^ 2x 18 TYP-) W1208 - 2x I wt2x22 1 I J 1 w 14X?1 W12x18 !J in N W12x16 W12x16 W12x16 a W12x14 I —, RTU-1050 LBS r -W10 COL. BELOW N N (SEE MECH. OWGS.) - f N � (7 YP.) cr 04 E - + w 12x12 E I 3 1 WIG )OL. BELOW _ O 3 ^ 1 I I W.?x18 I I I I ;r 1 W12x18 I W12x14 j m M�l2X22 w12x16 "' .I ---------�* W1206 18 N I ev - --e_v — W12x18 � 1 i N I "„�8'-- W12x14 N 3 I --W12x22 _ I W12xi6 _— -"_""— -- — W 12 x 16 ----- _ I x11 " N N I � r QD tiltNORTI-+ ROOF FRAMING PLAN SCALE:1/4"=1'-o" ---_ (SOWS THE SHAPE — `- ELEV,29'-0"=T/ SLAB OF cfix " DOME FRAMING PLAN � /�,'_ �� -------.---;--------- -- _____ -- RA 1�M A - ~✓ADFILE - --- - 14 , `�o ' ABOv z — i _ _-� PRF.,MANAND s�aE:t/e-=,'_o" — OOF SLAB — ------ _ __ �Dl � _ - Y -- -- 7 1 P L F E R � -� T ?� I _ IGARDy0REG0w 97223 —_ __, ---- --- — U �� ?A Aqua 44 BURGS � ANLER ENGINEER � • �,. S 4/o2r oe: ;¢ulwlNrw �IRM17 8��,;�P CIVIL , STRUCTURAL Rsv�sw ROOF 30323 SW HEATER ROAD °_ '/ly/2ot�t IssuE� Fay e>_Dc. PERuI- R p FRAMING / $ of- All — ------ -03 SHERWOOD 0 RE -- �x,asu�awx�►�axw�«, OREGON t9 4 V DATE I DE5r.RIPT10,ti e,, _ _ PLAN - -- - _ - -----------____ TRCD - I � SCALE -- S4 ^. , 9 — ------_--_- _ -- 1---- _ —. -. __._ - oa. DRAWK fir£ DAA /4"-' 0" -- r :fgp LIP R1-'VISIO v T 1 77 JIL .. Cm'1i,111lIi�iNII1Nr Ifir�nfl Iiu; _ - ....�...,._,.__ - _.____.-- -. _ LEOIRILITY STRIP .^�, � jw. _-. I II Ii;, �1 1111 IIII i„I !I! IIII N t Illi IIII Nlt 1I I !{II IIII If1 III Illi t I IIII fll! IIII Ilii 11111111 II I'1 it I I, II11 IIIi 1111 11111111 1111 } I, , _ 10mm.1 tm 7 � I ICJ f f 1l2 t3 14 l �i ll�,i'I�I le 17 t8 IO 20 21 22 p--4 I i 24 25 26 27 26 29 30 i 4a I I � ii ♦ 0. F n NO N1 r tot ! 0Lr y J I• x ` 1 !'Y 0 W rY ({1 �2 ) r3, 4 5 `? �6 � 7 ) 8) 9 ' '` ' g' p" E 3 " 8'-0" __6 -- — -�� - — s+_o,t _119'_4" BLDG. _DIMENSI N � l - -- - - __- - -- 1 / 4'-0° 1�Q"_ 17'-0" 15'-6" - 17'-.0"--- - 15'-6" 8' 2" 12' 6" --- 3 7 I 71-5- D 5rt --- —-------�-- I - I j 8' .0" BUILDIh4G DIMENSI N NON-STR CT. EI EfAENT I I w 7 v I < j SECTION I Q j s I I o this dome Is nothown o Uj ' the other side for clarityco -- j I + o =N.LC• 4' 0" 13'-0"I < YM —_r coI� Nco ----- - - - 3r-CTION < N QA /T N.I.C. �\\ O ---- - --- I -- - GFRC DOMES • I � ' o ++ - N.I. I MCJOD r in MCJ 1/2" EXP. JOINT TYP. T/ OPING GFRC PRE-CAST DE.. vs7ATIVE PANELS ANCHORED h0, �. --- -- --- - - - - _ - - - _— - - - -- a �. _ F GFRC COR ICE ,i 7'0 \ GFRC CORNICE VIII � --- MC:J _ r MCJ _ _ 4"BRICK VENEER ON L7 P. C7::; _� , - •_�� ' � o ��_�� MU. ?" CAVITY I 1l2 MEJ I I --- -- al� I ,�1 D I �" SC — _ - 'C7 L�'� w; '1 %5° RIGID INSUL T/UPPER LEVEL SL;�g - C� C� ' LOAD BEARING WALL -- i i d, OOF SLA 12r --- -- _--------_ _ -_._ � � cf- ' COAT DAMPPROoO'ING Ty* --- EX IT#1 - Ij I —TiE ^ MPPRO FING TYP ---- -.— I T I. E�1 a I ! — Ey�CIT2A �, I ---- - -- — - --fi_ , ---- - SECTION 1 r LOWER LEVEL - _ TOILET —� + DOWER LV TOIILET BULOCK� - - -- -- - - - - - _ _- == - _ _ =- = -___- _- _ ___ ____- - _ _ - - =___= 4 - - � :�� va PERFORATED DRAM T%LOW LEVEL SLAB - - - � � s-►• -�• ,� M DRAIN 3Y3Tc ��- - r_ t� II tt � '-0" 20'.00# � O o [_ O XIT WTOFEH1lC 4 ,Ic' 16 0 L_-- 1 _0 _..- - -- 20- -. _. 14 0 , 4.0 PERFOPATED DRAIN04E �o� - 4"BRIUK VENEER ON 8-CMU, _ ___ 33'-0SUNKEN COURT !- L 0' 0 - - - - - en _- AXIT INTO STORM DRAM �' 2" CAVITY W/ 1/5" RNID INSUL. SOUTH ELEVATION sunken court sunken court EXIT 3B EAST FRONT ELEVATION MG,; = MASONRY CONTROL JOINT EAST(FRONT) EXIT 4B SYSTEM, REFER t!C-4 LOAD BEARING WALL EXIT #1 — SCALE: 1/8" - !'-0" SCALE* 1/8" = 1'-0 _ 4"p PERFORATED DRAINL.INE ENTRANCE LOWER LEVEL EL W-0"' = + 217.0' USGS Exl� INTO REEFER MAIN SYSTEM - I (9 ) 8 7 6 5 4 3 _ 2 -- E , F _ J 0 GFRC= GLASS FIBER REINFORCED .CONCRETE " g'-p" _ _ 32'-0" ---_ _ !8_ '-0" 6'-0" 119'-4" -- -_.-----.-_-- --- MCJ- MASONRY CONTROL JOINT - - 13'-7' 12'•6" 8'-2" 15'-6" 17'-0" 15'-6" 17'-0" __- 4'-0" MEJ = MASONRY EXPANSION JOINT C� Q.! „ I ---- ------- -- 7 -5 --�7 -2 7 _5 I BLDG. DIMENSION I I I I 1 41.001 I I II _ I I r • I GFRC DOMES FLAT HORZ. SLAB TYP. � I 01 I __� i c ' 4 _ 1. 13' 0" " GFRC DOMES I I --- dFRC PRE-Ci,ST DECO ATIVE PANELS I cwi ' \\ 1 ' I � NCHOREU TO BRICK ALL TYP. - \ , SECTION I _ I 0 1 I � MCJ - ;lot MCJ c - -�-- o I -- - - - - --- - -,-' GFRC; CORNICE --- 1/2 EXP JOINT \ ,\ _ - -- -- _ - - 4"BRICK VENEER ON 8"I:'MU,rEE -- - -- `y 1 q��• '1 112 MEJ 2 CAVITY W/,1/511 RIGID INSUL - CA LOAD BEARING WALL � � 1/2" MEJ ;1 , - — .n,lo. ,,kEr1oN __ -- - -- - - - -- - EL - - - - - - S CTI "' RLE - - -- - T/UPPE V SLAB cD _ T7-T CD 46 • ! _ VY COAT DA OOFINQ TYP. - r� ! . .a 1 '� i r o SEGTIUN D �^ I I ' k,� WESTF �AR ELEVATI��N '7 oF�q LO ER LEVET! SECTION D ) l ` ► DRAIN TILE C EXIT►3A ` I I ►� SCALE. 1/8" 1'-0° -- ' 9/2312000 EPANEL' _ _ — A CT � LOUVER ` I�— _ �r - - - ---__-- ___--- . -_ _ — _ -_ — ___— -- — BRAHMA t� TEMPLE NEL 0'-0" T/L01YER LEVEL SLAB 4r�'xie" O.A.I. Lo1 BR ANAN E —I ! TIGARD,OREGON 97'1.23 SECTION( 43'-6" ul_ 1 L j0r - • 1_ T�./ — - --_-- ____ ---- - r ---�`�` " SHFET TITLE SUNKEN COURT EXI,T, #Z -A'.© PtR'FORATED DFlAINLR�, •"� 1'0 tpt�FOAATED IMAP&M EXPr 04T9EXIT'IN1O STORM DRAIN SYSTj M, REFER 1/C 4 REVISED, "ITV OF ARD REVIEW COMMS S M 1rc-� ELEVATIONS $TSA DRAIN l" _ , 2125/02 SE , L 0 'G ARD ELEVATION SCALE. �/8" = t'-0° 2119/2001 ISSUED FOR BLDG. PERMIT SCALE SIZE DWG NO RF'J REV DATE REVISIONS pE,RIPTION D A-OT t :it..tA'W ,.•!m. M?elybryndutgiivP. "�4M�� ++,a'Ys, ti}1itaV� ._,_..—.....-...-.. .. _ -. .-- , ...._.. ..,v;roP +.,e" , y .. .. _. _. ...-_ _. .: ,. P�.w•-+p.Y._.._ --.... _........w,.p,gM,•,o• nlan-... 4 MMrybMAe Y— 175,f a..,.�..:..:....,euw,afmreaeatnvbblAllile. l+l' 111 IIII IIII till IIII III! IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 1111 Il+i !II! IIII IIII IIII 1111 II11 IIII 11 IIII I I III!Ili !II IIII UII IIII IIII I!II I.I, IIII III! IIII III IIII IIII I I tl tt 1111 II'llil I Illi ill! IIII' cm I I I I I I I ! �.• I i I I I I I j '' dtr r �rr0 �a1 IIO III 112 113 114 f II8 IIT I�p II9 2IC1 211 212 23 214 218 28 217 218 2I9 3l0 •t' "' ['.-'d Y4a " is , a `�.. r r f'f e.,�1A;f, rl,I r -:.r, fF+v,+, ;a .H 1 v- •..d{.. .I ill s'. 'A •ii. � <� + M[gvPx ,I t t rwdAj I Irl„ ,�• Ik< . _ a';�1 I•a'(r p t� ,yt k:t , r r - — r C6) C) 8 9 F �E 6' 0 6'-0" 32'-0" 6.- 4' 0" 16'-0" 17'-0" 15'-6" 15' 6" 8' 2„ 12'-6" 13'.7,1 D ' — 7 5" 17'-2" 7----- --------------- 2'-0" 2'-0" T YP I I i I -- I NOTE*1 ' = F '1" THICK GLASS fIBER REINF. t` + CONC. PRE-FAB ICTED IN SHOP ASSEMBLED, ANCHORED TO - STL. FRAMING I , SINGLE PLY MEMBRANE ROOFING w til NON-HABITABLE DEAD SPACE 12'-0" O ALUM FRAM STANDAR / c. ' � N 3i 4" TH EXT GRADE PLY WD U I • NON HABITABLE DEAD SPACE. NO TYP. @ THREE DOMES , SKYLIGHT. 1" IN5Ul 'GLAZING p a �- I T YP THREE DOMES (SHEATHING -�. - - -- ---N -+ I I ,� 1 = 2'-0 i I V-4" HIGH(2 CM COURSES), (SOLAR BRONZE) 2,_0„ , 314"0 STL. DO EL 24" O.C. CURB i Q o ION PLAN PROFILEOF DOMES TYP. I �, LVL BEAM, RAFTER FRAMING 0 I I 4' 13_0"� - -'� -.. , :� SEE NOTE# 1 o I I FINIALS BEYOND w i. I I ► ! SINGLE PLY MEMBRANF ' / I o , _ ROOF ON RIGID,TAPERED j ' - I 1 I N CO CO ' ' -1I I i I ! i i INSULATION BD (3" LICK ' i = 1 Q. 0 4.5" LIGHT WT CONC. - -- v HOOFING SLAB �, Z -` PRE-FABRIC GFRC DECORATIVI ` - — CORNICE 2'-4" PROJECTION T/ROOF I j c Y EL 29'-0"_-- t - T V-4, : p -- - - A 13% - — _ l I • — -- - - - a '- - --- ----- - - --- EXTERIOR WALL CONST.. O = 4 0�l I - t---�_—. J 01 CO iv - - 5"O STI. PIPE COLUMN, Cl_�ADED Q, 1 a = N _ 4"BRICK VENEER, 2"CAVITY n (_-� T--- I I W- DE OR. HARD WOOD w �, rl Q VEST I o - W 1 5" RI SID INSUL BOARD r-rII PRAYER HALL EXTERIOR bOR_, I O ' *- X SHRINE AREAS I cel I I o PRAYER HALL 8"CMU BACK UF' ' a W L_J , -_-- , -- I SHRINE N 1 SHRINE#2 �._ °D I T1:11111� I i- I l Lu,,^,D BEARING WALL - 1HR. F 'R T/UPPER LEVEL EL 16'-0" — 3" MTI_ DECK w 3•' LIGHT WT CONC SLAB w-� -- �J �'A 1_,j ; B,;BEAM SOFFIT — �- TOTAL 6"TN. SLAB > n _ -�-- ---- K TCHEPI c f ,� o P ►!i' II - o, ; -�r•' c� MULTI- HIPUS HALL "'' TOILETS p `-' 1�1ULTI,PURPOSE FALL co MECH. R KITCHEN HEAVY COAT ASPHALT DAMP PROOFING T;'LOWER LEVEL :ILA I J I TYP.@ PERIMETER EXT WALLS L 1 EL 0' O" S.----—------ i y HEAVY COAT ASPHALT DAMP PROOFING R, 4" O PERFORATED DRAINLINE, � ,`` TYP.c7 PERIMETER EXT WALLS 4•'0 PERFORATED DRAINLINE REFEP I REFER 1/C-A \ 4"0 PERFORATED DRAINLINE. REFER 1!C•4 1 LONG SECTION B B I CROSS SECTION A A SCALER/8" - V-0" 2 SCALE 1 '8" 1' 0'' LOWER LEVEL SLAB ON GRADE EL O'-O"= 217.0' USGS COLLMN 2RID ST-VVEI I --. - -- 7`011 CORM-K CASING �Ui BIV - 7YP � ,aLL coe1R5,• ¢, � ' FR WAS- 1q, - v - r---- _ ----- - `� $1 MTL,T1J% FRAMING I _ y Q FIBER c3LA� s I-- ---- 'q I = _ `� Q _ �� 1 B RED r' W aA ' !r `.� STEEL STH z"LAP 130 r X11 7 i I E� ARCH - ✓ \ J0�NTS 3� F I BE R SPKAy v V ;( e O G`lF'.ZQOWIrLF�KACK1FfS(4SlLgS) SEEELv- It _ — _ S� (?�f �rr-� 1' b'' -� 1 C ) r1* i �� SHAPE IN FLAN 7'-p ' B OP YF LATH PLASI�R f•_ �,. I y' , 5' 51, 1 „ ,� •�,, — L - c +GH a>^3pvE c�00R ARCM�S 18" PEEP - � � - i _0 I l� STL AR �, - - 5 24 D�_ GyP. L.AJN PLASMR - o x3�} STEEL. :!/ j ocwGONA1 sflaCC LU MN' 1,4 PLAN �coLuM" EyCAGI?J4 TYP ) � 6� 4"REINFCikIG• � - - - - - I I 3 YP - - - - - - -- -' - - - -- -�._ J 3 --. - 15" FIBS SV55 OU*Y I I - a^SE -2HALVES — \ ( ._ Z„ �„ _- _S4_1 NF- OF COLUMN BASE el el N i G 4' UL DESIGN No. X824 UL DESIGN No. X824 �,�-,b��_� - ----- -- ---- -- -- @ PRAYER HALL ONLY (o) LOWER LEVEL ONLY FUi_I HEIGHT OF COLUMN ARCH ELEVATION @ COLUMN GRID B & E � 4 ARCH ELEVA�'ION @ SHRINE #4 & #6 SIDE ARCH ELEVATION @ SHRINE #4 &#6 PLAN VIEW-COLUMN CLADING PI AN VIEW COLUMN CLADING SCALE: 112" -- V-0" SCALE: 112"= 1' 0"' SCALE'. 112"- V-0" l 6 ARCHES IN QUANTITY d' ci � SC/>`t_E_ 3' 0' -- I SCAT F ;�" 1' 0" - ---- ---- --- .,, Gild IIVICA7ES PL,4W 171'0" OGUMNGRIpPIR OFI r r� 13'-6, -3' ' SIDE AF�G►t IN .1 avl c; eR 7 — -- — — - - -- -___ RAHMA PREMANAND TEMPLE BION 4 TIOARD OREGON 97223-- __------ - -- -- -- _ ------ ------- _____._ SHFE TITLE `~ BLDG.SECTIONS & MISC. DETAILS ARCH ELOVATION , �'i �; 2/25/02 REVISED, CITY OF TIGARD REVIEW COMMENTS @ SHRINE#5 & #7 9 _Lnwrm PAR'T�.)cvI lA a - 2/19/2001 ISSUED FOR BLDG. PERMIT � 4A r , SASS _SA M$ ,11s 4 __ _ _ SCALE SIZE DWG NO SCALE: 112"-:-V-0" f 5 - /A-� �_ ____.. _ __- REV DATE REVISION DESCRIPTION �T AS NOTED D A-06 , , .aw,.„. +war«: ma:er�riwty�tW _ Cm Inr Ilulun nuluu lul�uu I;ulnn unluu nnlull !nlunluninnlnnllnl null III Inl un un n m I I u I I I nn nll II;� nll ,n II , _ •. LEO�ITY STROP 3 I I IIJI nIIIII) 1 lilll II I II�IIIIIIIUIIIIIIIIII!IIIIIIiIIlllllllllll IOr.m.iu► 10 1 1 12 13 i4 i It3 17 Ie 19 20 21 22 23 24 25 26 27 21® 29 30 1 I t •r.1� 1�M itieN 1r;9 '+•y *i y. :. .. p yyd'� A., 'T. ft4s�,� t•, "i I�t ' t.• F NVIrt SVR' :, - y , t3 , i, t 1 ra ROOM FINISH SCHEDUI:E 5" 5" 5o (MAX ) HANDRAIL BOTH SIDES 5" 1"o BAR v-RT RA UNG TYP, TYP. "CONTRACTOR TO VERIFY T 1' iNSU' waus TYP. WITH fNc OWNER THE L. GLASS CEILING CEI);NC REMARK _ _ TYPE OF HANGRA.L BEFORE ROOM NAME I FLOOR _—_•---r--- _ _. -_-- c _ �. :�A$7ENQR SOUTH EAST WEST F'yISH HEIGHT CONSTRUCTION" ��• I AND FRAME ' LOWER LEVEL FLOOR / EPDM ROOFING LLO1 KITCHEN �/j / I SYSTEM D 8 GB GB GB GB A/D E / I RIGID INSULATION LL02 UTENSIL STORAGE ' D 8 G8 G8 GB G8 A � E 8'—O" L103� MECH./ELECT I ` E g CMU CMU CMU CMU �A STA90VERE SLOPE - -� - -- - — HANDRAIL-� , I s 1 ,/2" METAL LL04 MULTI PURPOSE HALL F •T----___ 1-- REFER TO REFLECTED - - C C8/CLASS WGLASS GB GB A A/8 - CEILING PLAN I I BOTH SIDS 00 00 DECKING 1 .-•I _ -� Tl LLOS..J OFFICE A A GB GB I 08 A B STRUCTURE I _ I I _- -- • 1 - -- --- BOVE u06 i I ELEVATOR E e CMU CMU CMU CMU F A " �\ r NOSE LINE- L � -----._ 8'-0 LL07� WOMEN'S TOILET C E CB GB r GB G8 F A 8'-0" LL09 ' MEN'S TOILET — �_ - — I • -- — - '� — N /'CONC. SLOPE TOP J C E GB GB GB Go A D 8—0 a — I t 2 +, WALL —_ 1/2" FROM CENTER a LL01� JANITOR'S C.OSET C E G8 GB GB G8 F B �-- 8'-0" r` 1' TYP. I j ?0 COAT ROOM A / + 8'-0" _ A GB GB G8,GLASS I G8 A B S1IPPOR- I ( L�11 LOUNGE AREA 9-0" A A G8 GB G8 GB A. � B �� ' � i � TOP/STEEL ' REFER O � I STRUCTURAL DWG. 1 -- SECURE EACH STG'R TO' � W BEAM j DETAIL- 1 CONC. PER MFG's SPECS _ - DETAIL 4 SCALE: 1' = t'--0" DETAIL-2 — DETAIL-5 SCALE' 1" - 1'-0"-- —+- ---- DETAIL-3 SCALE: 1„ SALE: '" = t'-C" 1 TOILET ACCESSORIES HANDRAIL DETAIL GUARD RAIL DETAIL AT SUNKEN COURT DETAIL-5 (SKYLIGHT) UPPER LEVEL FLOOR MARK - DESCRIPTION - UL01 PRAYER AREA A C jGLASS/ GLASS ,GO GB A E REFER TO REFLECTED G8 - GB -�—� CEILING PLAN ; i GRAB BAR, 1 1/2"0 STAINLESS STEEL [Y-L02 VESTIBULEgo-on - - C C G8 GS GB G8 A/C 9-0 2 TOILET TISSUE Ill TI ROLL HOLDER - �UL031 PORTICO G G — I REFER TO REFLECTED -�f �- -- ------ 4'-0' _ CEILING_ PLAN ( WATER CLOSET, FLOOR MOUNTED (AUTOMATIC FLUSH) ►-- C4) FLOOR MOUNTED STALL PARTITION 2'-0" 2'-0" COAT HOOK C6) URINAL, WALL MOUNTED, (AUTO FLUSH) - 7 LAVATORY , COUNTER TOP MOUNTED i 8 SOAP DISH ROOF: X PL OD 34 PAPER TOWEL DISPENSER/DISPOSAL ~� 20�!"FELT BUD DING PAPER i 10 MIRROR, FULL LENGTH SINGLE PLY EPDM ROOFING 11 FEMININE NAPKIN DISPOSAL - FLOOR BASE FINISH CEILING __- A: CARPET A: 4"HIGH VINYL STRAIGHT A: LATEX PAINT A: GYPSUM BOARD, PAINTED 12 DRINKING FOUNTAIN/ADA STANDARD REFER TO PLAN R: RI SILIENT TILE (VINYL) B: 4" HIGH VINYL COVE B: EPDXY SEMI-GLOSS PAINT B: ACOUSTICAL TILE (24"x24") C: CERAMIC TILE C: 3 1/2"H WOOD C: VINYL WALL COVERING C: ACOUSTICAL TILE 12"x12" CONC, GRID 13 WALL MOUNTED URINAL SCREEN D: TERRAllO TILE D: CERAMIC TILE i D: TERRAllO TILE D: EXPOSED STRUCTURE 1" GYPSUM PLASTER ON � E: EXPOSED CONCRETE SEALED E: CERAMIC TILE COVE E: EXPOSED CONCRETE SEALED E: WOOD� I 14 TOILET SEAT COVER OISPENSEP, EXPANDED METAL LATH do F: WOOD I F: EXPOSED CONCRETE SEALED I D: WOOD j D: ACOUSTICAL TILE GYPSUM BOARD — - _ UL DESIGN P410 �c G: EPDXY TOPPING I G: EPDXY TOPPING E: GLASS (WINDOWS, DOORS/MIRRORS) E: METAL PAN CEILING TILE F. CERAMIC TILE 18 MOP SINK . ON 3 5/8 METAL STJO PROVIDE 6"x24" LOUVER VENT - 16' ON CENTER 15 32" WIDE STALL DOOR \ WITH INSECT SCREEN TYP. 2 PLACES '�7) 30" WIDE STALL DOOR 30D = 30" WIDE STALL DOOR ' + METAL FLASH�NG _ I 320 = 32" WIDE STALL DOOR 24D = 24" WIDE STALL DOOR —� / SEALANT / (TYPICAL STALL, UNLESS NOTED) 8" I J � 6» BUILDING WAL'_ I ` BOX GUTTER 1 1 1 � 2'-6" 2'-6" _ _ 10 MA'ERIARES�IBLE ----- ---------------------------------------------• ------------ - :r 10 CERAMIC TILE CERAMIC TILE 16 16 16 _T � ` ;r \ LENGTH OF ROOF -= _- -- ----------------- -----..___ ___ ALUMINUM FASCIA wJ e j 8 r 6 `o I I i 8 8 81 WITH MASTIC - -�- _ , wTH 1" DRIP MOLD 7 c0 V I 14 of o 14 1 �I o0 ✓ I 1 - ,o I ;,, ;,, _ _ ., RECESSED LIGHT FIN. FLOOR N `1,11 _1 N - -� -- N FIN. FLOOR ALUMINUM SOF:iT J TYP. 4 SIDES L- 3 �- 3 C32 2 1 2 x4 ALUM, GUTTER T \`-1'-6" - i" PLASTER ON i, ,• ' ' , MENC. TOILET WCMENS TOILET TO MATCH BRICK ` METAL TYP. 4 SIDES I COLOR, I I CONT. UP TC 6" ABOVE SOFFIT CLG TYPICAL FIXTURE HEIGHTS FOR STALLS TYP. 2 CORNERS TYPICAL FIXTURE HE1GH1 FOK SIAL LS, I I f UL DESIGN X824, REFER DETAIL 6 A 8 A WATER CLOSET, URINAL AND LAVATORY WATER CLOSET AND LAVATORY o SCALE . 1/4" a 1'-0" SCALE . 1/4" = 1'-0" NOTES: I NOTES: 1. PROVIDE 18"x30" (2'-O" A.F.F) ACCESS DOOR PANEL :N ALL PIPE SHAFT. 1. ALL HANDRAILS MID RAILS AND HANDRAIL POSTS 1'0" 4'_g" SHALL BE 1 1/2"0 1.90 O.D. x 1.45 ASTM A53 GRADE F, j I OR ASTM A501 T,BING ® EXTERIOR STAIR. j (HOT DEEP GALV.) 1: 2. HANDRAIL POSTS SHALL BE SPACED MAX. 5-0" O.C. j t{ SOFFIT CEILING -1 CEILING 3. REMOVE ALL SHARP EDGES AND BURRS FROM THE 1 13 1 -6" - 11 HANDRAIL. _ i 14 0 4. HANDRAIL, POST, & STAIR STRINGERS SHALL BE - S. � - 7 DETAILED PER UBC, ANSI ACCESSIBILITY STANDARD. I lr 1 (RR LOES 5. "BRAILLE SCRIPT" TAG INDICATING FLOOR LEVEL 1 ;r, 0 STAIR HANDRAILS OF LEVEL ONLY. toil »I 6. FOR STAIR STRINGER REFER TO STRUCTURAL DWG. 00 ' o o I I �i SECTION - A (A-04) C� �� i I I "' "' N 7. HANDRAILS SHOWN IN DETAILS ARE SYMBOLIC AND SCALE: 1/2" = 1'-O" / t.7 y }. j - + FIN. FLOOR SUGGESTIVE. 8, INTERIOR STAIR HANDRAILS AND POST ARE ORNAMENTAL t mc CADDFILE: BPTE-Ay.GW -- (` 18 ORNAMENTAL STYLE AS SELECTED BY ARCHITECT, REFER TO ,D " vl CC,, /ASHRAN1 F SPECIFICATION SECTION 05500. �V C� ' _^� F3RAHMA PREMANADA TEMPLE 11515 MALL BOUT.EVARD 9. CODE REQUIREMENT OF 4" MAX. OPNG. SIZE FOR STAIR RAILS t~A� rl G HAN� — TIGARD, OREGON 97223 AND GUARDRAIL WILL GOVERN THE DESIGN. I TITLE: - ' YTIONECTIONTIN SECTION 10 REFER TO SPECIFICATIONS FOR MONUMENTAL STAIR. 0 02-19-01 REVISED PER CITY OF TIGARD BML ROOM FINISH SCHEDULE TYPICAL HANDICAPPED W.C. TYPICAL URINAL TYPICALLAVATORY 11. ALL EXTERIOR HANDRAILING AND GUARD RAIL Fuel-L BE GALVANIZED _REVIEW AND COMMENTS SECTIONS AND DETAILS LA ATOR TYPICAL C� WOMEN'S 0 02-19-01 ISSUED FOR BUILDING PERMITS BML t? - PAINT SHALL BE SELECTED BY OWNER. I SCALE : 1/4' • V-0" SCALE : 1/4" = 1'-0' SCALE : 1/4" = 1 -0" SCALE, : ?j4" = 1'-O" T_ O1 V REV DATE DESCRIPTION BY TR DATE SCALE — SIZE DWG H0. REV REVISIONS -P, ,/4"=1'-0' LD A-09__ �1 , CK. R.P. DATE 8 - QO - - ---- —� —.. —.._..__�`.____------��— DR. BMl DATE'/t5/00 --�u-�— X I ..wwr,,..•:w -_-� -- �. ..+.-, _._.-.,..-.._..--_......_.._...-..-...,.._ww.._r„+,•w.+,..�.. -w-w.��+_,n++s.+vwu.._......,...+.r...+,....•-w �'___._«._.-.-...... .._., ,... .... - - _..'.LYl6. ....._ __. .. _. _ .__._ .. ... .. "•CA. GL� 11;p44Yl�d$f�7Wr 00060001WI - ' IE09LY3TRIR cm, i 11 � lIl � Il tl !'i L�II !il I 111 1Iltil?!1''9lnl.I�lli!11iI 1!1"V>IVWIIIA►VI�II I I 'aW1 hl:Ix.!AIuI.I4!y1:1,41 oI,I.+LYI1I*7L:II i � 2a � $2 23. 2I a 7 � 26 I,n29 ! II! !;T� o2 312 13ICmm-1 cf% r, .. - 6#1 too Mill- .,. TEL : N'00111 POIN , ?r- a' i D O O R S C H E D U L E DOOR HARD`ti�AR E �- EPFER3TOaRLEGEND ON TYPE 5 PARTITION TYPE 1 WALL REFER 8" (NOM, CMU BOND BEAM 8" (NOM.) CMU 80N� ` �~ I�cFER TO LEGEND ON TO LEGEND ON DWG. r- WITH 2 (�5 BARS FILLED T D 0 0 R FRAME - - --- -- '- W DWG. A-03 DWG. A-03 A-02/A-03 1 _ To / BEAM uYITH 25 Fi�L_HW-1 - I WITH CONCRETE WITH CONCRETE (TyF.ZE (PER LEAF) 3 EA. HINGES TA2714 4.5x4 5 26D MK STU/HEADER C8x11.5 _INTEL BEAM w;TH cx v; w p E T A I L < I v< SEALANT ALL AROUNDC8x11.5 LIN?EL BEA"A z c;� apz< I ; Q o , REMARKS 1 EA. ENTRANCE LOCK 10 63 8243 LNL 26D SA TYP. EACH SIDE.i �� , G C,a i a.Q ? I 1 EA, CLOSER EN 1431 SA �1EACH SIDE. rL6x4x3/8 SELF ANGLE IMIN. BEARING 8" EACH CONT. SEALANT ® METAL FJiSHIN� WELDED TO C8 MIN. ND �PC� I 1 EA MOF PLATE 1"x1" LESS DOOR WIDTH 32D RO EA. SIDE OF FRAME CONT. (TYP.) `ti E 1 EA. KICK PLATE 10"x2" LESS DOOR WIDTH 32D RO (FARING 8" EACH END ( ) HOLLOW ME?AL r TYP.) : -- _ 1 Ea. WALL STOP 409 32D RO .+1. FRAME, SEE DOCK FRAME� � �_---_- • •. TROCTKD WOOD l.DO1J 2 3'-0" 7'-0" 1 3/4" WOOD DB - - 1 1 `2%6" HM 03 07 10 1 HW-3 • _ NW-2 DR. SCHED_ �-TR NG a 3'-6" " t-. » - - - 3 EA. HINGES TA2714 4.Fx4.5 26D MK ✓ 0 P xM/LD CONT. J 3/4 WOOD pC - 1 1/2 x6 HM 02 07 10 H W-3 • '------„--•{- _ _ _ � ______. ___.__ 1 EA. ENTRANCE LOCK 10 63 8243 LNL 26D SA R 0 LD03 - 3'-0 7'-0" 3�4» _ HM DC _- �. - 1 1/2"x8" HM 12 06 09- HW-4 • 1 EA. WALL STOP 409 32D RID ++ / T - - I ----_------ I / 3/4' rK, OAK WOOD 1D04 - 3'-0" "�-^'-- HW-3 _ ' INSLLATED H.M. TRIM TO BE SELECTED 7'-0" 1 3/4" HM I DF 14"x24" I - 1 1/2"x5 3/4' HM - 01 05 09 HW-6: _ 4 EA. HINGES T4A3386 4.5x4.5 NRP 32D MK -� DOOR FRAME BY OWNER -- � " --_ --- ----- --+----�---- --r - ------ 1 EA. EXIT DEVICE 10 63 MD 8613 ETL 32D SA LD� 3-0 7�_D. 1 3/4" W000 DC - - 1 1/2"x6" HM 12 16 09 HW-6' - 1 EA. EXIT DEVICE MD 8610 ETL 32D SA t" REVEAL FOR PAINT - A 1 EA. OVERHEAD 1 EA. CLOSER NCONCEALED STOPS 690 26D S 350 � --�-- — - — 1 EA. THRESHOLD 272A PK 01 DOOR HEAD - i - 02 DOOR HEAD C.3 DOOR HEAD -' — HW-4 - SCALE: 1 1/2"=1'-0" _ SCALE: 1 1/2"=l'-O' - 04 DOOR HEAD SCALE 1 1/2"31'-O" - SCALE: 1 1/2„=1, O„ . WOOD - .t— 4 EA. HINGES T4A3386 4.5x4.5 NRP 32D MK LDDD� -- 3'-0* 7..0 1 3/4 I WOOD OC _ - I 1 1/1'x5 3/4 HM 12 1 16 09 HW-6 _ - 1 EA. EXIT DEVICE 10 12 63 MC 8613 ETA 32D SA LOW!I - 3'-6” 7'-0" 1 3/4" WOOD DC _ _ 1 1/2'x5 3/4' HM 12 16 09 HW-8 1 EA. CLOSER EN 351 CPS SA BACKER ROD AND EXTERIOR GRADE SEALANT T�'P. ALL AROUND EACH BEAD AND CAULK METAL CORNER .D 10 - 3'-0" T-0" 1 3/4//TWOOD DC -. 1 1/I'xS 3/4' HM 12 16 09 HW-71 HW-3 FACE COLOR TO MATCH WINDOW t c rRAME (TYP,) (TYP. 0 CORNERS) EA. HINGES T4A3786 4.5x4.5 NRP 32D MK 1 1 1 ' DOOR OPENING ' /�„ DC��R OPENING 1 1 1.D11 - 3'-0" 7'-0" 1 3/4" WOOD DC - - 1 i/t'x5 3/4' HM 12 18 09 HW-7 - - EA. EXIT DEVICE 10 12 63 MD 8613 ETL 32D SA - 1 EA. CLOSER EN 351 SA DOUBLE METAL L012 - 3'-0" 7'-0" 1 3/4" WOOD DA 14"x24" ' 11/2-15 3/4' HM 01 05 HW-7 - - — 1 EA. WALL STOP 409 32D RO STUDS " - HW-5 LD13�1 - 3'-0" T-0' I 1 3/4" WOOD DA 14"x24' I 1 1/2'xS 3/4' HM 01 05 09 HW-7 - - _ \ - --- --- ----r---- - -- ----t-- -- — -- 3 EA. HINGES TA2714 4.5x4.5 26D MK LD144444� - 3'-6" 7'_Q" 1 3/4" WOOD DC - ! 1 1/2"x6" HM 02 07 10 HW-3 • _ 1 EA. S70REROOM LOCK 10 63 8204 LNL 26D SA L- -- - 1 EA. CLOSER EN 1430 H SA -- I' 7'_Q" 1 3/4" WOOD DC - I 1 1/20 HM ! 02 07 10 BIW-3 • _ 1 U. WALL STOP 409 32D RC t -� ---- HW-7 — f — I I 3 EA. HINGES TA2714 4.5x4 5 260 MK 2 #5 VER-. BARS 1 E�1. DEADLOCK 10 63 4877 26D SA NP. ® DOOR ,;AMB ZINSULATED SHIM PLATE 1 EA. PULL 108 320 RO SHIM AS REQUIRED HOLLOW 2 �5 VERT. BARS 1 EA. f'USH 70 4"x16" RC 32D RO (Ti METAL DOOR AND 1 EA. CLOSER EN 351 SA FRAME Ti 0 DOOR JAMB -` - -- -- 1 EA. WALL STOP 409 32D RO _ H" 05 DOOR JAMB 06 DOOR JAMB 07 DOOR JAMB UDOi I 2 3'-U"- 7'-0" 1 3/4w WOOD DS I HIM �19 I 20 HWS. • - 3 EA. HINGES TA2714 4,5x4.5 260 MK " _ 08 DOOR JAMB / , 1 1/2 x8 SIM SIM 10 3 I -_ 2 EA. FLUSHBOLTS 550 12" 26D SA - SCALE. 1 1/2"=1 -0 - SCALE: 1 1/2"=1'-0" - SCALE: 1 1/2"=1'-0" _ SCALE: 1 1/2"=1'-0" " " 1 EA. STOREROOM LOCK 10 63 8204 LNL 26D SA 0002 2 3-0 7-0 1 3/4_ WOOD OD ' 1 1/2 x7 HM 15 I 17 09 � HW-3 _ 1 EA. CLOSER EN 1439 H-S SA UD03 , - 3'-6" 7'-0" 1 3/4' WOOD DB 1 1 2"x6" HM 03 i 07 10 HW-5 • 1 EA. WALL STOP 409 32D RO H.M. FRAME--, 8" (NOM.) CMU BONG - ---- --� / / i t--}--- ---- - ----- - — H.M. FRAME UD04 - 3'-o" 7'-0" 1 3/4" WOOD DC 1 1�2"x6" HM 03 07 10 HW-5 • - MANUFACTURER LEGEND: -' � DOOR SOLID CORE I I SOLID CORE ' I WITH CONCRETEWITH 2 S(TYP) D - - - - - - -- I DOOR I . _ / /— C8111-5 LINTEL BEAM i ! HA - HAGER PK - PEM- KO I ALUMINUM I DED MIN. BEARING 8" EACH BE - LBCN CLOSER SAO - SARGENT OD LUM N - I END (TYP.) _ EXTRUDED UM 1/2x'/2 RUBBER - Y' i r -• — GJ GLENN JOHNSON 652 - BHMA FINISH THRESHOLD SEAL & METAL e �i•' I MK - McKINNEY FLOOR FINISH FLOOR FINISH RETAINER —� SEE SCHEDULE SE I--- • *471 ��E SCHEDULE SPECIFICATIONS ' -•—� A DOORS CAULK --�� -- - —` 1. ALL INTERIOR DOORS SHALL BE SOLID CORE GROUT—" - USH WOOD, ON H.M. DOOR FRAME, U.N.O. _ 2. USE CECO, STEEL CRAFT OR APPROVED EQUAL. Og DOOR BASE —" ---"�- - _ `-- 3 PANEL ON IoALDOORS VANIZED STEELBFRA�E�FhC�ISO A 1 � "_t'_ 1 0 DOOR BASE 11 DOOR JAMB 12 DOOR HEAD PAINT TO BE SELECTED BY OWNER - SC LE /2 O - SCALE: 1 1/2"-•1'-O" - SCALE: 1 1/2"-1'-0" - SCALE: 1 1/2"=1'-C" ~� B. HARDWARE --- - 1. ALL EXTERIOR DOORS SHALL BE KEYED PER OWNER'S INSTRUCTIONS. GA LV. METAL ADJUSTABLE — -- T_— - 2. ALL INTERIOR SECURITY DOORS SHALL BE 1 MASONRY ANCHOR EQUIPPED WITH DELAYED ACTION DOOR 3 PER JAMB (TYP.) _ T 1 T CLOSER. 1 1/2" _DOOR OPEi— DOUBLE METAL NOTE: —. STUDS -- 1. ALL HARDWARE COLOR SHALL MATCH C-� - - - DOOR & DOOR FRAME U N.O. _ I 2. ALL SECURITY SYSTEM SHALL BE CONCEALED ON WALLS, CEILING & FLOOR. COORDINATE I - — - ------- _—_—�---.� - - ._ WITH OWNER (N.LC.) L SIGNAGE I --- -- - i" -`�'-- 1. ALL TOILETS SHALL HAVE 6"x$" ADA APPROVED SIGN, MOUNTED AT 42" ABOVE L FLOOR AND 2 AWAY FROM LATCH SIDE. BULLNOSE BLOCK TYP. ---- _ 2. SIGNAGE SHALL INDICATE MEN OR WOMEN 0 EXPOSED CORNER _ I WITH RAISE BRAILLE AND SYMBOL, H.C. SIGN. INSTALL IN EACH TOILET ROOM. 5 DOOR HEAD 16 DOOR JAMB '17 DOOR JAMB 1 g DOOR HEAD ----- ----- - SCALE: 1 112"=l'-O" - SCALE: 1 1/2"=l'-O" - SCALE: 1 1/2"='l'-O" - SCALE: 1/2"=l'-O" 1YPE 1 WALL REFER — - 8" (NOM, CMU BOND BEAM BACKER ROD AND EXTERIOR GRADE TO LEGEND ON DWG. WITH 25 BARS FILLED SEALANT TYP. ALL AROUND EACH DOOR ELEVATION A-02/4-03 WITH CONCRETE FACE COLOR TO MATCH WINDOW /-N'8x3t WELDED TO ;10x15 3 FRAME (TSP.) DOOR W/ LEx4x3/8 SELFWELDED TO C8 ,ANGLE / ' I BEARING 8" EACH I END METAL FLASHING —� • (TYP-) CONT. (TYP.) TREATED WOOD BLOCKING FED 1110 1� 1/2"x1/2" CONT. f I \ DRIP MOLD l i A �(� ❑Q \ I 3/4 THK. OAK WOOD `2 #5 VERT BARS— I-- S INSULATED H.I,�. I TRIM TO BE ':ELECTED TYP, 0 DOOR JAMB DOOR FRAME BY OWNER 12"x24" 12"x24" �- I SHIM AS REQUIRED INSULATED HOLLOW LOVERS LOVERS —� 1" REPEAL FOR PAINT (Ti METAL DOOR AND FRAME DA D8 DG DD HM r19_� DOOR HEAD _ 20 DOOR JAMB / ° °f CADDFILE: BPTE-lJ.DW'G � D Aj?r�• BRAHMA PREMANADA TEMPLE ASHRAM 11515 HALL BOULEVARD TIGARD, OREGON 97223 -� TITLE: REVISED ;'OR CITY OF TIGARD —� DOOR SCINEDLJLE 11 AND,2 C}RF.GON ,� A REVIEW AND COMMENTS DOOR DETAILS AND SECTIONS 7 'U. ?055 ' • VU 0 02-19-01 ISSUED FOR BUILDING PERMITS BML j o r REV DATE DESCRIPTION BY TR. —DATE -- SCALE SIZE D" No. -- REVISIONS L cx R.P. DATE 8/–/00 1/4"=1'—O _ vA DR. BML DA'E x/15/00 D A I A :,k"u.•,up.1%?h�b' Mp dWrF4?P'n.,:..�•++w'. { MI t r �'� �WU Wg2PLa�1. .,.ns,,.o:.... �,... ;...,.. 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GRAY ,-------t---- ----_�_. 1,, o LW02 4'-0 4-0 6« W2 DOUBLE ALUMINUM INSULATED INSULATED 02 ! 04 06 HUNG LANDING OR CALL LYY031 i 4'-0* 4'-Ow 6` W3 ALUMINUM INSULATED, INSULATED 02 04 06 BUTTON EL. 2'-7 1/2" HUNG zd LW04'! I 4'-Ow 2'-8" 60 W2 I AWNING ALUMINUM INSULATED INSULATED 02 04 06 + 11 4'-0" 2'-8" 6" W2 AWNING ALUMINUM INSULATED INSULATED 02 04 06 4 TOP/CONCRETE I a _ ,__ SIM. 70P/CONCRETE LOWER LEVEL LN06 4'-0` 2'-8" ! 6" W2 AWNING ALUMINUM INSULATED INSULATED 02 04 06 UPPER LEVEL E, „ EL. '3'-0" I --_ = 130 _ W2 _.._ _ _ ALUMINUM INSULATED INSULATED .w07 4��0" 2'-8" 8` AWNING 02 SIM. N 06 T� LW08 . 4,-pw 2'-8" 6` W2 ( AWNING ALUMINUM INSULATED INSULATED I 02 04 06 I "NOT USED„ 14 13 OPP. HAND OPP. HAND I I CEILING UNE I I 7'-9' I+ — I i TYPE 1 WA�L RE-ER — _ 8" (NOM, CMU BOND BEAM TYPE 5 PARTITION REFER TO 6'-0" HOLLOWTO LEGEND ON WITH 2 #5 BARS FILLED /— LEGEND ON DWG. A-03 CEILING UNE CEILING UNE I I I FRAME (FAR SIDE) DWG. A-02/A-03 �\ ' . WITH CONCRETE ELEVATOR DOOR, ----;r_T CBx1 t,g LINTEL BEAM WITH SANT ALL AROUND TYP. L6x4x3/8 SELr ANGLE WELDED EACH SIDE. _ METAL FLASHING CONT. �^_ � '0 C8 MIN. BEARING H I 6 EACH STEEL ANGLE WITH FLOOR FINISH SEE (�P') END (TYP,) 0 8" CMU WALL WITH {Y5 12 ( I STIFFENER WITH EXP. r ROOM FINISH SCHEDULE I BARS 24 O.C. AND , . ANCHOR BY • s TREATED WOOD BLOCKING el 1 HOLLOW METAL WINDOW FRAME HORIZONTAL REINF. WITH 1/4" TEMPERED GLASS ELEVATOR CONTRACTOR COMPLETE WITH STOP, RUBBER EVERY 2ND LAYERS � � I I � SPACER AND RUBBER SEAT VER?. BARS TO I i I I I I 142"x1/2* CONT. 3/4" THK. OAK w'JQD TRIM I s-- -- DIP MOLD I c ALTERNATE. \ PENETRATE BOND BEAMS WAITING PASSENGER I \ COLOR TO BE SILLECTED 1 F> (FILL SOLID WITH I -- BY OWNER I ALUMINUM FRAME, COMPLETE LANTERN EL. 6' 6" ALUMINUM WINDOW FRAME WITH ACCESSORIES TYPICAL I . GROU' REINF VOID CELLS) o ! (TYPICAL) "{ (�'p') d I ( I / REFER TO SPECIFICATION - ._ 1" REVEAL FOR PAINT i -- (VERIFY 'WITH OWNER/ARCHITECT) ` y W rIREMANS KEY (TYP ) — w EL. 3'-9" (OLi NLY) I V-4- o = I I I ^ CONCRETE ELEVATOR ` GRAVEL FILL SEE LANDING OR CALL PIT AND FLOOR SLAB M. !� STRUCTURAL DWG. 01 /2 I I I o SEE STRUCTURAL DWG. / WINDOW rO3 WINDOW HEAD BUTTON EL. 2'-7 , rO2DO � D T - - SCALE: 1"-1'-0" C MEMBRANE WATERPROOFING SCALE: 1"-1'-O" � ,1, y SEE STRUCTURAL DWG. TOP/CONCRETE TOP/CONCRETE I �� - I I , ` �� SHIM .AS REQUIRED (TYP.) LOWER LEVEL BACKER ROD AND EXTERIOR GRADE LOWER LEVEL I v 5/8" GYPSUM BOARD ON 1 5/8" SEALANT TYP. ALL AROUND EACH FACE COLOR TO MATCH WINDOW DOUBLE STUDS AT EL O'-U" EL. 0'-0" _ v 0 j DE�AII METAL FURRING CHANNEL 24" O.C. FRAME (TYP) WINDOW JAMB (TYP.) WITH 1 1/2" RIGID INSULA1ION —J SCALE: =1 ELEVATOR I iI �• I I I ELEVATOR PIT SEE it STRUCTURAL DING. I — - • ---____--- _ — — — — — — — — — I HYDRAULIC PASSENGER ELEVATOR HOLELESS 1 - ----__ - - - ----- TYPE 5 PARTITION REFER TO • CAPACI� 2500 LBS NET. LEGEND ON DWG. A-03 MEMBRANE WATERPROOFING II INSULATED EXTRUDED ALUMINUM WITH 2 THK. RIGID INSULATION — — — — -- — — — — — — ___I • CAR SCAB) SIZE = 5'-0" DEEP x 6'-6" WIDE x 8•-0" HEIGHT. WINDOW FRAME, REFER TO • CAR DOOR DIMENSION = 3'-6" WIDE x 7'-0" CLEAR HEIGHTI SPECIFICATION (TYP.) --� rO4 WINDOW JAMB 2-�+5 VERT. BARS AT 05 WINDOW JAMB SECTION ® ELEVATOR pg ELEVATION ELEVATOR DOOR • DOOR OPERATION = HIGH SPEED WITH ELECTRONIC CON7ROL _ SCALE: 1"=1'-O" WINDOW �A.MB FILLED �� SCALE: 1"-l'-O" 08 SHAFT LOOKING EAST —• WITH CONCRETE 2 LEAVES SIDEWAY ONE DIRECTION SCALE- 1"=1'-0" • LANDING DOORS = 2 LEAVES SIDEWAY ONE DIRECTION. - SCALE: 1"-1'-O" - • ACCESSIBILITY STANDARDS - ANSI 117.1 HANDRAIL, BRAIL SCRIPT - -- -- - 5/8" GYPSUM BOARD PUSH BOTTONS, PUBLIC A.JORESS - ON 6" ACETAL STUDS 3/4" THK. OAK WOOD TRIM COLOR SYSTEM AND EMERGENCY I_____ -- 16" O.C. TELEPHONE IN CAR. TO BE SELECTED BY OWNER /---TREATED WOOD BLOCKING • OPERATION = COLLECTIVE AUTOMATIC SPECIAL FEATURE / WITH APPLIED FIRE HALLOW METAL DOOR L,� SLOPE i PROTECTION SOLUTION _ 6" METAL BOT "SOFT START MOTOR" PRECISE CONTROL. �---- r- WOOD BLOCKING (IYP.) ` (TYP.) i FRAME �n I FLOOR FINISH SEF RUNNER • SPEED = 100FPM MAX- UP. ELEVATOR DOOR--� ! ROOM FINISH SC IEDULE • TRAVF-L DISTANCE =1,6'-O" LLt = LOWER LEVEL EL. C'-0" I LL2 = MAIN FLOOR EL. 13'-0" STAIR_ SIDE l�l I n '--CONCRETE W'NOOW SILL __ --- 88x11N.) ,- 20 GA, METAL CANT NUMBER OF LANDING, 2 µ� i DOWELED IN VERT. REINF. - B" (MIN.) • NUMCER OF OPENINGS = 2 I WELDED TO W BEAM CE BEt.RING EACH - ( ) —TYPE 5 PARTITION REFER TO END (TYP-) STEEL ANGLE WITH �� _- TYP, -_ I �r LEGENU ON DWG. A-03 — I STIFFENER WITH EXP. • ELEVATOR SHAFT DIMENSION = 7'-9"x 6'-0" ANCHOR BY 'FOR CONC. FLOOR AND STEEI. BEAMS ON GYP,uM BOARD • ELEVATOR PIT DIMENSION = 7'-9" x 6'-0'x4'-0" DEEP �. ELEVATOR CONTRACTOR L5X4X1 4 LLV ON 7j8" METAL FURRING Pr " SEE STRUCTURAL DWG. / ( ) - STRIP t6" O.C. • OVERHEAD RUN UPPER LEVEL FLOOR TO HOISTWAY BEAM - 12'-4" WINDOW SILL / 07 WINDOW SILL. EXPANSIOI; MATERIAL 1" COMPRESSIBLE u ------ - - I of (Np') '- MATERIAL • MACHINE ROOM DIMENSION 7'-1" LENGTH x 6'-4 1/2" WIDE - SCALE: 1"=1'-0" f �9 rl SCALE: t"=1'-0" - 8" CMU BOND BEAM ! CADDFILE: BATE-A1'.,w _ f \.-+ METAIL CORNER BEAD WITH 2 �5 BARS FILLED 3 -6" AND CAULKING TYP. ---' DOOR OPENING I AT CORNERS _I W'TM CONCRETE - - J - J ' C ---- -- ____-!' BRAHMA P R E M A A N D �� yTEMPLE; #5 VERTICAL BARS 32" Ic r� "GAPID, OREGCti 97223 O.C., VERTICAL BARS TITLE: --,-- TO PENETRATE BOND BEAM (TYP.) ELEVATOR { - A► A REVISED FOR CIrY OG rIGAPD 11 DOOR, JAMB 12 DOOR HEAD 317 � ' ^RECON REVIEW AND COMMENTS WINDOW SCHEDULE DOOR JAMB —_—_ 13 DETAIL 14 DETAIL .i NJ 20.55 �` G 02-19-01 ssuED FOR BUILDING PERIA!TS SCALE: 1"=1'-0' - SCALE: 1"s:'1' G" SCALE: 1"=1'-O" _ BML SCALE: 1 '=1'-0" 1' �Sr'� E C SECTIONS AND DETAILS - SCALE: 1"=1'-O" ,c. C�T' �� R,_d DATE I DESCRIPTION BY >T DATE SCALE SIZE `• RE VISIONS CK R P. OAtE 8 - 00 ./4"=1'-D' — --------- _ e�� , �A 7��s�oo 1 A- 1 1 A .y.0 +i °'�tl`^`9•WMMwafYA,M'SM11Y6pR+�@a1Y4,1N.Y/.'dill"!aJA1t�InA1 'Y6MMtti:�MM'Mldl�'M�,R.T.r #�AIMY.. *.R+**PP'�/ ......-- - ?: w .. .. """"' - ►u" -+..+•r.+..+.*""... ..,.,-,w,�,Y++lrc••ii Ar,..n..rtN4M�'i'Jt1h.5tVJtYRdr.114ts::..'.•:-.r ---..-,.-:,.•^4'L11wt� .,, •, >i t Iti ....i,_...,+n�tw�'xevHNk)ne� 'd;1u:;';':f,etta,,,:.,, �s:.e..v, .:.onp.f Y�l��7t Ic" r� I H 1111111! III+ fllllllillllli 1111111111111111 IJINiI II11 illlll llll Ili, 1111;11 IIH ILII illl IIH Lilt .II .111 f1 1 It 11 1 1 1 1111 l '''i „; LEGIOR TY STRIP I i' 1 i i r i i I I I I , I O I I 12 13 14 i - OnI�.Idw t � � S 17 Ifj IE1 20 21 22 23 24 25 28 27 28 29 30 .f Law w ' 1 r. t , , ' I Olt , , a " .)l Rvvp _7 : ak a f {S, WOOD POST —FIELD DRILL 11/16"0 HOLE IN 12"0 WOOD AND PIPE DOWEL, INJECT TS6x6 COL. SEALANT AND INSER ROOF DRAIN ROOF FLASHING 5„ F DRA" TYPE AND ROOF SUPPLY FAN 5/8"m S.S. BOLT IN SERIES 21000 OORP PEESLEE,�E LOCATION SINGE PLY SEE ROOF DRAIN PIPING MECH. DINGS. � /— WOOD PLUG TO MEMBRANE CURB CAP FURNISHED 19 OVER 3" RIGID I WITH FAN MATCH COLUMN �_-7 ,_-�---- -�--- __._--—----- INSULATION. PROVIDE --- � FINISH (TYP.) �- - I �— METAL CLEAT • S.S. BANG SEALANT 0 GRANITE �a • � • • BASE (TYP ) +- • I UMBRELLA FLASHING 2 PLY BASE FLASH':NG. �4-�14 DOWEL (:YP) \ Fa EXTEND FLASHING / -STONE BASE (GRANITE SLOPE TO DRAIN 4 SLOPE TO DRAIN / OVER T/WOOD -- /r OR MARBLE) SEE . / NAILER SECnON 2 i ""— _ -_-_ . - --- ! A PREFABRICATED INSULATED METAL CURB, EXPANSION ANCHOR TO BUILT--UP ROOF CONCRETE ROOF BY ROOFING SEE SPECIFICATION •) s . I -- CONTRACTOR FOR AND LOCQnEAC DRAWINGS `• * `� • ' - -- 1 --- - I METAL DFCK a •a 4 i LCONC. ROOF • • ° - \ VAPOR RETARDER ! - 2 LAYERS • °d - F FACE OF WALL VAPOR RETARDER ROOF Si-AB � 3 2" x a" TREATED I � 1/2. '�Z�.: —1° SHAFT GYPSUM THREADtD OUTLETFOR STRUCTURAL FRAMING DRAIN PIPE � ._r W000 CANT WITH ' 1/4 BOARD AND 5/8" �` 5" REINF. CONC. ROOF SEE STRUCTURAL DRAWINGS EXPANSION ANCHORS Tom'/ t•-�—� �'--+-+ GYPSUM BOARD ON ON METAL DECKING 0 16" O.C. STEEL C—H STUDS REFER TO STRUCTURAL DWG. r0lI DETAIL r3 DETAIL 04 ROOF DRAIN OS TYP. ROOF PIPE PENETRATION I --- SCALE: z 4"=1'-U" --- - ---- �/ •--- SCALE: 3/4"=1'-0" SCALE: =1'-0 SCALE: t'=t'-0" /-- 1/4"xt'-1"x2'-0" STEEL PLATE FASTEN TO TOP OF WOOD BLOCKING > 14" ;Q 'WOOD POST SCRIBE GYPSUM - t- BACKER RCD 3%8" CMU CONTROL JOINT CON(. RETAINING f BOARD AND CAULKING ' 3" MIN. LAP SLICE AND SEALANT WITH COMPRESSIBLE FILLER WALL FOR PIPE • r CMU WALL ----� _ 1" SOUP HAROw000 COLUMN (TYP.) ALL ARO dD) PPE SLEEVE FURNISHED BY ELASTOIAERIC FLASHING OVER (N.S. & F S.' INTERRUPT CONTROL JOINT PENETRATION SEE • , 0R DUCT P:NETRATION T PLANK (N.t.C.) FRAMING BY � � 0, EN � PIPING, FIRE PROTEC.ION Op �M TO FST / BONDING ADHESIVE 0 BOND BEAM, BOND BEAM STRUCTURAi. DWC. ° ING t'-J" AND CUT BONU BE (TYP. 4 SIDES) HARDWOOD CONTRACTOR \ REINF. CONTINUOUS OBER LARGER PFOVIDE BOND ELECTRICAL CONTRACTOR AND PROVIrL 2 45x3'-O" LC. LOCATE LAP JOINT AT TOF BEAM WI-H 2- 5 INSTALLED BY MASONRY FILLED WITH CONCRETE LO OPENING HORIZONTAL ??USS CON`ROL JOINT / N BARS CONTRACTOR REINF. DISCONTINUOUS FILLED WITH CONCRETE 0 CONTROL JOINT EX:cR10R GRADE SEALANT 5"0 SCHEDULE 40 PIPE �� SHEAR KEY _ PIPE OR CONDUIT DUCT/ TIP.ALL AROUND, MATCH - — RUBBER NAILING STRIP �" PIE OR CONDUIT COLOR OF BRICK WIBEYOND, STOPPED FLUSH Th SOLID HARDWOOD � STAINLESS STEEL BIRD WITH EDGE OF SCUPPER CLADDING I 5/8" GYPSUM BOARD SCREEN • j t ROOF MEMBRANE -FIRE RATED SEALANT TYP. r• 5/8- ALL AROUND EACH SIDE (SLOPING) x —y SPACER � •• �URRING CHANNEL _ WITH 1 1 EXPANDED METAL. LATH NOTE: I /2" RIGID PACK WITH FIRE SATING ALL1 INSULATION AROUND AT FIREWALLS 1/4"xi 1/2" ALUMINUM I 1" Ext, GYPSUM PLASTER GYPSUM BOARD COVER OR \ FRAME FASTENED TO WOOD UL DESIGN x8 BRICK FIN,SH NOT SHOWN BLOCKING WITH S.S. SCREW -0 ELASTOMERIC FLASHING AND LAP SEALANT (1 1/2") t 'N COMPRESSION, PAINT ` FRAME AND SCREEN TO MATCH BRICK COLOR !TYP.) I ,] NOTE: r PRESSURE TREATED WOOD_ 1. FOR ADDIT ONAL NOTES _ REFER TO TYPICAL TYPICAL PIPE PENETRATION TYPICAL PIPE/DUCT PENETRATION BLOCKING (TYP. 4 SIDES BUILDING WALL SECTION 19� DETAIL _ 06 DETAIL _ 07� DETAIL AT RETAINING WALL rOiDETAIL AT CMU WALL ANCHOR TO BLOCK) SCALE: 3/4"-1'-0" --- SCALE: 3/4-=I'-O- --- SCALE: 3 4"=1'-O" 2. HEIGHT OF MASONRY ABOVE / / --- SCALE: 3/4 I'-0~ PLATE WILL VARY DEFENDING ON THICKNESS OF ROOF INSULATION AT RELIEF SCUPPER 12 \, RELIEF SCUPPER CMU WALL - ---- ♦ 4'-0" LG. SINGLE BULB A-4 SCALE: +'=''-C" FOR DUCT PENETRATION FLOURESCENT LAMP i ROOF EXHAUST, SEE ----�-� �� OPENING 1'-0" AND i FOR OPENING 10" AND HVAC DwGS. LARGER PROVIDE BOND r PROVIDE BACKER ROD LARGER PROVIDE METAL � �-- PIPE SLEEVE FURNISHED BY � POLISHED ALUMINUM SHEETS BEAM W TH 2-/5 BARS AND EXTERIOR GRADE I STUD FRAMING AROUND PIPING, FRE PROTECTION OR TYP. 3-SIDES GLUED FLAT FILLED WITH CONCRETE SEALANT TYP. ALL. AROUND OPENING (TYP.) ELECTRICAL CONTRACTOR INSTALLED BY MASONRY TO GYPSUM BOARD (TYP.) CONTRACTOR I - TREATED WOOD 1"x1" METAL ANGLE MITER ' NAILERS PIPE OR CONDUITDUCT/ JOINT AT CORNER (TYP.) PIPE OR CONDUIT COLOR TO MATCH CEILING LEXTEND MEM3RANE FLASHING -- i \,--METAL FLASHING FIRE RATED SEALANT TYP. OVER CURB-TYP. — BY STONE OR BRICK i CONTRACTOR ALL AROUND EACH SIDE GYPSUM BOARD _ I PREFABRICATED METAL— GYPSUM PACK NTH FIRE SAFINC ALL - -- CURB SCREW TO METAL DECK (LEVEL) STONE OR BRICK PARTITION AROUND AT FIREWALLS T W/ S.S. SCREWS TOP AND SIDES VENEER _ 5/8" GYPSUM BOARD ON I FULLY ADHERED 3 5/8" METAL STUDS "EPDM" ROOFING 8 TYP. ; 16" O.C. (TYP.) n METAL CORNER BEAD J I AND CAULK (TYP. 0 CORNERS) U - I TYPICAL PIPE DUCT PENETRATION CONTINUOUS, GRID PATTT RN- • i TYPICAL PIPE PEWETRATION / DIFFUSER, GRID PATTERN 2~ INK, RIGID - • 10 DETAIL AT EXTERIOR WALL DETAIL AT EGG CRATE LENSE INSULATION OVER iii ---- —_._— ry : I �� 3 ,, 09 GYPSUM BOARD PARTITION METAL DECK \ --- SCALE: 3/4"_1'-Q" q 15SECTION 5" REINF, CONC. ROOF) a -1 -O s 1* GRANITE TILE FLOOR FINISH W-BEAM OR STEEL CHANNEL 1/4" EPDXY GROUT 1/4" ROUND 0 ---�tl --=---+I REFER TO STRUCTURAL DWG. 0 CORNER (TYP.) ABRASIVE STRIPS CONTINUOUS (TYP.) I 1/4" ROUND ® TYPICAL ROOF h. CORNER EXHAUST CURB 12 12" — GRANITE RISER • �- 1g' DETAIL DUCT' PIPS P-NETRAT!ON FIRE STOPPING ?HR FIRE RATING GRANITE FLOOR • • • �AT STAIR LANDING A-2 SCALE: 3/4" C" `s • • (SLOPE TO DRAIN) GYPSUM BOARD WITH METAL STUD FRAMING WALL PARTITION: UL SYSTEV - WL 1027 FOR PIPE PENETRATION 110AT GRADE LEVEL PAVEMENT LEVEL GYPSUM BOARD WITH METAL STUD FRAMING PARTI.10N: ----UL SYSTEM - WL 7002, FOR DUCT PENETRATION� � A SLOPE FLOOR/WALL ASSEMBLY (4.5" CONCRETE SLAB OR CMU ;I " —� - — •• d • WALL NORMAL WEIGHT CONCRETE BLOCK: — UL SYSTE'l - CAJ 1001, 1044, 1112, 1117, 1176 a CONCRETE STAIR • o --- I-OR REINF'. SEE — ` I i i • STRUCTURAL DWG. I •' ► ° / CADDFILE: 8PTE-412.DWG RETAINING WALL s �� GROUT ( XY1NON SRINK - a - f�+(il - — - - _ BRAHMA PR MAN ,.... .__.. .r_ SEE STRUCTURAL DWG. � , ��.••�. � - �, � R EPTrP. � � �1� � - E AND TEMPLE I" NOSING �' 2" EXPANSION MATERIAL � "� '.AC I GARU, OREGON 97:23 (TYPT- ONTIN 0 Sl � '`-1-� ..�'�+ E -. — � A REVISED PER CITY Cc TIGA.Rp 'ITL - - MISCELLANEOUS SECTIONS ".:'..C',' REVIEW AND COMMENTS BML I AND DETAILS SHEET 17 DETAIL < 0 02-19-01 ISSUED AOR BUILDING PERM TS BML 16 / _ DETAIL --- SCRL.E: 3 4"=1'-0" _-- c / f!' �: � <EV DATE _--_ DESCRIPTION -- gY CK SCAB SIZE OWG. NO. / (ALE. =1 •-0 . ., 3 4" REV I REVISIONS cx R.P. aA*E a 00 . :.`+IHM..AN1':4 p/MPR.RT,WiVI'X4��'J�h•rvr.T'.'RY�1".SfMMM�I�A'hVaKI�YYdb+w ,M. nyy -J: . ._ - �ww.++Aw,awrw.,w" .++.mow+.=:..-."._,,.,.:....w...•"„wr~".� ," .......... .. ...:... .,_,...-...._. ,, „_ -__... ._.._,...-_.-.:_..-r.-..,.�. .-.__ .. .....w...�h�.pe.....--+.. ._ ,. - - .."."Awwr" ^- Al x•r.. nP7►�' 1P1uw,r r+P'R -rcryaM1+ryK.. KyWyl6 nQt`•iIYNWW .,n«F _ IIU4iiI Illi ILII III! Lill III! li 1 I+ y 1„rd - ., .. ° y. . .. '': _. ..-....... .. - .: ... , .. T.r;:' •.rn'"R..11iY"RIA .,, , Cli ' tillIII ILEGIILITY STRIP o� III I tlll�illi I ilii Iltil!illi�1111 1 3 I I UI1I�4IlN I 1 Y I�ih4�,ii•tSt I II!�t111 I ILI,IIIB'Illat InH.a!�aI1�aIUa�f IuIrh>2�l It�y!�i! �)Oial Ir lae2.f2 1 1 23 ^4 ?5 26 2, 7 28 2S12 3^ r JA �hlk. P f "e*ll1�i�tt��"•1 , , • HONI • log "Will 11911, Or f+1"�9.AWW. r Ji. ,WNW x yyy y 1' ;H•>U p s., �t 3-11' _ I -------------------- ---- -I \ ;�,1"Eo�� la,�,,. i LINTEL BEAM SCHEDULE EXTEND BOTTOM BARS TO (OPPOSITE FACE) I SIZE OF LINTEL BEAM END AND BEND ''-6' FOR ANCHORAGE �� 1 �� REMARKS 1 -- OPENING BE AR I N'; N6 0 8. O.0 i M 6 3-4. 20 1/20 1/2x'/4 a" INTERIOR WA.- -- (TYP.) 1 j I C5K. FOR WA:ac.%S \ — ✓- - ! 3'-4' 20 1/20 1/2x1/4 + I EXTERIOR WA- -. L3 1/2x3 1/2x /4 + 1/4" P: 4" SEE DETAIL l 2 LAYERS t'/g' CDX PLYD• ' I 6-4" wax, 8' - -INTERIOR WALL _ N4 I -I (TYP) I i GLUE AND NAIL. 70 I - — _ N4 A 12" O.C. \ `\--. � I $i/" 1AitOG MEMOERS • , , \� \ •1 ��, I $ A i �. 6'-4" ,0 W8x 3 + L3 '/2x '/2x'/4 EXTERIOR *AL_ fW2" ��6" b - b I (6d 4'o.c.¢A LAYER /'� psa . ,/ 6' SEE DETAIL. 2 S'A`X s - .' jy804 �r!� 81-4' I 4" ��.-- -- yW.P. �, \ #40 '2' O.C. M6 �0 9" O.C. \ i I /�� y,�i i/ ? F.RF-CT i:R M1AG GN c' FLA r, T l '/WALK OR EXTERIOR CONC. ' � �I � II II\ � I �'� � CEi�tTEA SHGRING. S t I 5H+^0.�uG TO JqF-MA1N VNTIL Roor- .+gid �1D► alt -� - -, -.*ry i I I / II vll Co>,1Np1 TED. IW 1" .__— — so+z" I .r �� l �!I I I !^. I PLAN VIEW A N I I �i Y I! II II II 1 LI r s I I 7 g 8" • I II � � 1•x4" KEY /4016 v I ��/ r i� I I d 11 II „ II \ I -+— - CIL• W/GROU' 2'K4' KE 'f' !+ tL N II ,� I I 3- T ___r -- -- I �! - rI- - I' _,I I _ _ y - h27: _ ♦ i HIL_ IN/GRv^�" /4CON I - I ( STONE VENEER N4 0 \ 3 '6 S'CNE CLADDIN3-12 1 1-11 t 3-04CON _ 3/16 r' I \--- 1/2" EXP. ,JOINT I i 3/16 - 3/'6 #140'2" O.C. _ - 3/-6 3-'2 _. .,�. ;•_. ,,�,'-�,_, ,,�. \' _PORCH-ROOF FRAMING-PLAN � ' � � i PRE-ENGINEERED WD, L3 1/2x3 1/zx1/ 2L3 '/2x3 1/2x'/4 _ 5x3 '%2x'/�� /4"; TRUSSES 0 2'-C" O.C. wex I SECTION P -- P SECTION D—� D SCALE: 3/8" _ SCA-7: 3/6" = ,2 1 '2 ' R N 4x4 - DETAIL cwN s�o� 1 , 6wN BA KSIDE OF CO!- SLOPE sc4._F __ DETAIL 2 �;Yp OF 4 2�1\ J --- SCALE: I T FL.A ROOF FSA- RCOF �\4'-0' SG DONE AET'I�/EEM C 1 5 2 6 C & ' 3'-] 7/e' SO. -- SLOP- THIS 4" GUTTER CONT. „� A 1rb 18 I — x 11.5-----r / �- t _ SLOPE; S SIDE ONLY (7 , lg I LYw� 12x35--- ROOF 2x3 s \� I � P,OOF GUTTER COL. BE-OW I i - \ J •� / ! 6"x6" TUBE I' ' / 6x6xli 2 (TYP.) OR - - I � TS 9"Q9"x1/4" o SLOPE I _� ' 6t@12'-6'-D' ! 5Te12'-5'-D' " TS 10 x1 C x3/16 - I I I o — 1/2" EXP. JOINT i o c* FAIL W9x19 D IL 5 6 _ PORCH-ROOF PLAN C8x11. :SEE ARCH DWG. FOR \ DOME PROFILE) 4'-0' SCALE 1/4"=l'-0 C 6 x 9 2 +-►� v C 6 x 9.2-r--v- ' a / 1 L aaI " ► / \\ �b�G0X 3-#9 T & B. (TYP.) 2'-a' FOR STAIR REIN I T / Pl. 4 ></'�I II" ,EE SECTON D-D \� y1 i�•`A,� �! co 0.C. ALL f��,aR,ntGS � W/ # 4 @ 12 TIED •TTG.) _ \ � •I _— C6x8.2- \ �---- 4 1/2' CONC. SLAB CEjLING W9x18 � DEtAIL 4 \ +. x �Jr NIP a LK W8x19 \ 1/2' CONC. SLAB t � ON 1 1/2' METAL DECK --� --- ` W12 BEAM(TYP, VI- BEA yi 12'-Cr DOME DET`eEEN C 1 4 2 L GFRi 1 • TSS 14x f,cy+ I t - i 12'-0' DOMES ON C B 6 D BETWE C It D L SEE CARCHE DWGS. yZ"+�4' LAGS SECTION B- B t SECTION T-1 HIP d6/+M 75 +A41 ---� I SECTION TA-TA � FAR slvE �x 1/4" - fI r� 4" , i SCALE I 3/0' STI--F PLAT{ L'' I z I \ T6 G I I — I _1. + �Wbx31 1 ,,.• 1/4 + \ 3/4'0 A325 WOX3► WELD ASSY i + + A 3i4'e A325 BOLTS \ TOP/ROOF CONC. SLAB (TYP.) s I 3/8' 4 cTYP.) W12- -PLATE 3/4'xIC ]/9'1'-i' °° wex18 — -- - -- ' W2IBEYOND ° �.•.;. 4'` I W12 BEAM I 1'x12'x12' STEEL PLATE -- F. G T 1 0 N 4ir�F�ya � 15 WIO COLUMNS �Iic:7�R� a�-O fit Ca.D� , 5. -y�f --- -- BRAHMA PREMAi�AND TEN11' I.I,' ALL BOLTS TO BE We o fi 3/4.0 A325 ° ° ��//� >~`\ - ` TIGARD. OREGON 97223 ss' ARCHITECT ° ewe �z , -- -- TITLE: ETIDN E-E BURGSTAHLER ENGINEERS 1 410'$Vm - eU1L0It4e4 EMIT RIMILW DETAILS L6x6 �-%51 76 °�� CIVIL STRUCTURAL SECTIONS k \ 2/19/2001 ISSUED FOR BLDG PERMIT R.P. / kLTA L 4 Bup6" i 30323 SW HEATER ROAD �-o— - - --- STAIRS DETAIL5. �EXF�ES: ,� �_�,��' SHERWOOD OREGON 9� 140 �� _— !—_ TR. TRCD DATE DATE sc� 5,� FD�WWG.. r+o. Ref � REV DATE DESCRIPTION I BY (50.3) 6?_5-7432 _ — REviS101�s CK. CHECK an I;ATE EV --___-.- -- -.--- — -- I DR. DRAW OATS DATE SCALE SIZE - -- -- !c. i rM9iM�'gNY7i}y9NlWM.'MMM�111�!IfiM.�A19Pfi`., .,.•r�Y�F. t .. -'w ., ...__-. w'^-.,---•-...._...-...-_..._.__...___._ _-.-.., .-...,..._. .... rrw .--.......—..- .«.-+.....__....._.-...+...--..,-.._ _. _.."' -__'-___ ..wP....,1!• ..w_...e.',li,Pa,wdlw..��i�, _.. .w...,-.. .. ..,n.. _ \ .. 11 I 11 1 III�IIii IIII IIII IIII I-.It..-.. ... .. � 1 I � I ' Nrnwlx'r .i"7V...:... ...... .. ..r...,.,'yl�^�111"L w:7.:._tttP,r... ..t':LT.:itY^I'hL4�i`h, 'f:h••::tiiG:A'�"""ww?^"'�}1 .y,... ,. n r,m I r z ( ;},.�� , :�: ,ate I I I IIIiII,II u111 I I ! I t I nll III �I I !I i u Illi( III I IIII IIII!Ill�nllnn�l I!IIIIiIIIuIiIII�IInitlulnnlii; I,; ,; ,i, I,, , 1 i,,, „I STRIP10 mm.1 to e b 1 ( ( 12 13 14 !@ 17 18 19 20 21 2'2 23 24 25 216 217 28 29 30 f r tY o r„ , Is Igsa' 1 u 1v,.i �r y &1 h p 4 _ - e Yy 1 , , s IVI ih a i GOVERNING G E N E RIA L NOTES SPECIFI ATIO�S• UNIFORM BUILDING CODE 6) ALL STEEL SHALL BE FABRICATED, DETAILED AND ERECT- _ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) ED IN ACCORDANCE WITH AISC SPECIFICATIONS LATEST EDITION, — 36 DIA � 12" AMERICAN CONCR_TE INSTITUTE (ACI) (318-83) -_ 5"4• AND WITH THE AISC CODE OF STANDARD PRACTICE. i- 4"o.c 1 AMERICAN WELDING SOCIETY (AWS) 7) PROVIDE NUMBER OF BOLTS, A REQUIRED BY AISC BEAM -- � 5�4 dDowE�5�24^o,c. 2A NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY LOAD TABLES, FOR THE SIZE AND SPAN OF BEAM SHOWN, EX- WIox4' ?!'- �u Ip .}� ! G"CLN NoaMAL WT. NATIONAL FOREST PRODUCTS ASSOCIATION = UPPER uvsL j ( liKG w� •w29wwF -- DEPT WHERE DETAILED OR NOTED OTHERWISE. / LATEST SUPPLEMENTS AND REVISIONS, THERETO 8) ALL COLUMNS SHALL BE SET UPON NON-SHRINK GROUT - DOWELS r3•rYPIe WPORM -�"�- o --, — X24"o.c. = 20 GA. GEc� DESIGN LOADIN S WITH MINIMUM STRENGTH OF 9000 psi 0 28 DAYS, USING BASE I �► VEACoMP6.00 EL 13'•0" PLATES AS SETTING PLATES. ; _ _ - _ Q m�j LIVE LOADS: Y �• j Axl wIGK1G N n _�^ 1 9) ALL BEAMS AND LINTELS ,;HALL BEAR A MINIMUM OF 8' aUIGr4o I„ UPPER FLOOR LEVEL T - CORRIDOR do STAIR 100 psf ON 100 SOLID MASONRY, AT LEAST 8" BELOW AND 12" EI HER I _ Ir' 1 10G � � 1L_ I.I w 12•z i G' --L 's ROOF psf SIDE OF THE MEMBER CENTERL INF, UNLESS DETAILED AND/OR — P 12 R=t2 F.iz - - •3 25psf NOTED OTHERWISE. R=28" P'2 R`�J' ~ mWIND LOADS: u �- -_- I I r .0 3" 4 W27A64- 10) ALL LINTEL BEAMS SHALL 13E ANCHORED INTO MASONR=' I' + r f- ' .� 21.s3,3•S' 2�3i3 ��" -- WALL REMP BASED ON A BASIC WIND SPEED OF 80mph, EXPOSURE B WITH L 3 1/2x3 1/2x1/4" EACH SIDE OF WEB, TYPICAL UNLESS DETAILED I I 2_ I'Iuicrl ynLrS .L 2 I"ANCH �oLTS, I Ij `,d I b-�4"A'S25N ` 34r A325N I r.12 R:52'xl 9' - SEISMIC LOAD ZONE 3 OTHERWISE. 1 ror i COORDINATION l' BASE PL 1"x10"x14" BASE PL--1'xW-I4 IDA ' • 2Ls4.9�i.Y6Ko e'%" t " ) - 11 PROVIDE LINTELS FOR ALL OPENINGS FOR WHICH THEY _ IO 4.11/+"Akem, ears ,5"o:c•JMA�� I 2 j jqX �9 1 ALL DIMENSIONS SHOWN ON DRAWINGS SHALL BE VERIFIED /; y,�A3rex ARE REQUIRED WHETHER OR NOT SHOWN ON THE STRUCTURAL I I I orTlou: lI AurNleuo sTVO TYPICAL STEPPED #OLT IN DIJILLISD l IN THE FIELD BY THE GENERAL CONTRACTOR, AND ANY DISCRE- DRAWINGS. i' --�- -- MOLG,WITMEPDXV I FOOTING DETAIL FANCIES ARE TO BE REPORTED TO THE ENGINEER, _ I I- I I ls'-4" 3=41o.c• 2) THE GENERAL CONTRACTOR SHALL COORDINATE ALL ' PITCHES IN EHE ROOF TRUSSES AND THE FLOOR SLABS AND OPENINGS IN THE WALLS WITH THE PERTINENT TRADE, AND SHALL REVIEW LOCAIIGNS OF SUCH OPENINGS AS THEY MAY RELATE TO y.3 1 Ib5 2_•1"o.e. Mowue j THE WEAKENING OF THE STRUCTURE, METAL STUD, _ L H4 -� ��.I 3) SHOP DRAWINGS SHALL BE SUBMITTED FOR THE REVIEW BY THE STRUCTURAL ENGINEER OF AL 1) ALL STUD (AND/OR) JOIST FRAMING MEMBERS SHALL BE OF 15'-5' 17-2" 56Q4"°6 HoRIZ. wIoM49 SEE SPEC L STRUCTURAL ITEMS, BEFORE THE TYPE, SIZE AND GAGE AS SHOWN ON THE PLANS AND SHALL � n ( I I � 1 /8" PREMOULDED Ln I FABRICATIONS. I FORJO NT q BE MANUFACTURED BY DALE/INCOR. " - - " - ag�g� ' 13" I TONGUE & GROOVE --� THE INFORMATION CONTAINED ON THE STRUCTURAL 1=3 12 124 �uT�los I FILLER c� v, m � DRAWINGS IS, IN ITSELF, INCOMPLETE AND VOID UNLESS USED IN 2) GALVANIZED STUDS 16 GAG'.. SHALL BE FORMED FORM STEEL 22"x24"COL. � I Ftirt I I Q Cn JOINT FILLER Q LLJ THAT CORRESPONDS TO ASTM A653 -� I � LJ � z CONJUNTi01N1 WITH ALL THE CONTRACT DOCUMENTS AND ALL SPE- ) xZ o" a•e{R 0,L"12'•ox.rrRr. INs,oe eAce Z 3 GALVANIZED TRACK, BRIDGING, END CLOSURES AND ACCESSORIES L-o• - • Y CIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, r H Ar Is• Y SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS I C GAMING AT GRIDLINE 2 I nArLx L'4"cL� U 00 U CODE ETC., INCORPORATED THEREIN BY REFERENCES. �� 00 - 5 STORE i OF ASTM A653, GRADE A, WITH A MINIMUM YIELD OF 33,000 psi. L g yY,,,l,-," +- --) _ #4x5„-O” W.W.F. Z U E OR REMOVE ALL SALVAGED MATERIAL, AS DIRECTED 4) ALL STUDS AND ACCESSORIES BE FORMED 'o ►Ilo�acr;�," l- @2 6 O.C.I I \ /I i �- 6) THE OWNER. FROM STEEL HAVING A G-60 GALVANIZED COATING, MEETING ASTM A653 - I - A 1 Q TYPICAL FRAMING ` 6) ENGAGE THE APPROPRIATE TRADES TO CUTOFF, SEAL, CAP, AND C955. I li �I,•.I'-oma 2 I"AN GM.60LT* -- PLUG, REMOVE OR TERMINATE EXISTING UTILITIES TO BE ABANDONED, 5) THE PHYSICAL AND STRUCTURAL PROPERTIES L!SiED BY DALE/INCOR wo _ III I I �15e24"o•c �� SA46 PL I"•l4J.la^ - - - �' - -- - -'�"�'--� - �` OR WHICH ARE LEFT IN PLACE. WOULD CREATE A HAZARD TO SHALL BE CONSIDERED THE MINIMUM PERMITTED FOR ALL FRAMING MEMBERS. � `- — — _ - - I bowlL rT�J 2" OILY PACK • _ - r—, T�% , , . . • . ' . DEMOLITION OPERATION OR SUBSEQUENT CONSTRUCTION. SPECIFICALLY, THE FOLLOWING MINIMUM PROPERTIES, CALCULATED IN - I __I_ I I - - _ _ - +_ - 7) REMOVE Al DEBRIS AND MATERIALS NOT SALVAGED TO A ACCORDANCE WITH THE LATEST A.I.S.I. SPECIFICATION, SHALL EE PROVIDED - -----� r-- ------ 1 ---- c� �_ I. y. a'' _ GREASE bVi�AP . ._ _ I I � ' 9• --1= z-----t-P_-_,'i•:C_ • LAP LEGAL DISPOSAL SITE. 1985 . --- � _ -� 8) FURNISH, INSTALL AND REMOVE ALL TEMPORARY FNCLOSURES ( ) _ - °� ; I I I j ` I ;I ONE SIDE NECESSARY TO PROTECT ADJACENT CONSTRUCTION FROM DUST AND 5.0' L��_._ __ ____ __ � • DEBRIS CAUSF.-D BY DEMOLITION WORK AND SUBSEQUENT CONSTRUC- COMPONENT Ix RESISTING MOMENT_ -- -.I - -- 1; �' , r•-3" 1' 114• i rn --u -�' - NOTE ; TION OPERATIONS. �_--_-_— _a=v �o �'1 -� - ---------� IF CONSTRUCTION TYPE CONTROL JOINTS ARE UTILIZED, 9 WORK INCLUDES. BUT IS NOT LIMITED TO ALL CUTTING, (STUD) (in. ) (in.-Ib.) -t` ___ �'�" 7'G"x7=�'eaccaPrATMkIDLINE 2 ` , _ L X7,%7:0°wit°oc.w,,WAY SLAB MUST BE PLACED IN ALL NEAR STRIP PATTERN PATCHING, BRACING, REMOVAL OF ROOFS, CEILINGS, PIPING, CON- 6JW18 2.6403 17,563 - ALLOvrING 24 HOURS BET�r✓EEN ADJACENT POURS DUITS, HVAC EQUIPMENTS. ELECTRICAL MATERIAL AND ALL OTHER 6) PRIOR TG PREFABRICTION OF FRAMING, THE CONTRACTOR SHALL �./�+M N A� G C I �L f NE 2 MATERIALS NECESSARY TO RENDER THE PROJECT FOR CONSTRUC- SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ARCHITECT OR LOCATION OF CONTROL JO!NTS SHALL BE SUBMITTED TION, ENGINEER TO OBTAIN APPROVAL. = I COA l•• TO ARCHITECT FOR REVIEW. 10) IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE, 7) ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FCR ATTACHMENT _ I G SAWED JOINT CONSTRUCTION JOINT HIMSELF WITH THE 008 SITE, PRIOR TO ORDERING THE MATERIALS TO PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST - - - __ _- - „-,- - ABUTTING MEMBERS. MEMBERS SHALL BE HELD POS171VELY IN PLACE UNTIL V - DETAIL 11 DETAIL„ 2 AND START OF CONSTRUCTION WORK. PROPERLY FASTENED. - I -'- 11) THE CONTRACTOR SHALL PROVIDE TEMORARY SHORING ETC. WIGrLG CONTROL JOI STD go• HOOK 8) AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH I W18�50 TO FACILITATE THE CONSTRUCTION WORK AND TO PROTECT TOE ASSURE THAT ENDS OF THE STUDS ARE POSITIONED AGAINST THE INSIDE EXISTING STRUCTURES ANO UTILITIES. THE COST OF SUCH WORK - ` SHALL BE INCLUDED IN THE TOTAL CONSTRUCTION COST. TRACK WEB, PRIOR 10 STUD AND TRACK ATTACHMENT. _ TYPICAL SLAB ON FILL DETAILS 9) PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWH,:RE iN ALL ,-wIoJJ49 R p.11 2._0. 12) THE CONTRACTOR WILL TAKE NECESSARY MEASURES NOT DOUBLE JAMB STUDS AND DOUBLE HEADER MEMBERS WHICH WLL NOT BE = I Fig 210" TO DAMAGE THE EXISTING STRUCTURES AND UTILITIES, HOWEVER, _ _ I �� „ ACCESSIBLE TO THE INSULATION CONTRACTOR, 6 36 DI,A 36 DIA 40'.0% THE CONTRACTOR WILL REPAIR THE DAMAGE AT HIS OWN COST. I-L 4�9r Yq x0'-8. o 13) ALTERNATE 'DESIGN AND DETAIL MAY BE USED AFTER THE 10) HANDLING AND LIFTING OF PREFABRICATED FRAME PANELS SHALL BE I' �4x3x'it"I�o' MIN 1 '-6"MIN 2'-O"MIN. MAX. (TYP.) � 2'X4' KEY APPROVAL OF ENGINEER: DONE IN A MANNER AS TO NGT CAUSE DISTORTION IN ANY MEMBER. �4*k G A'o' 14) CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY. UNRE- 11) TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. - 1$ _ LIEVED BY REVIEW OF SHOP DRAWINGS AND BY SUPERVISION 12) WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE I _ -2 w/LOCK NVTs = OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS or, LOCK WSNR's. OF THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE - Z _ SHALL BE EQUALLY SPACED NOT TO EXCEED 4'•-0" ON-CENTER FOR AxIAL I u� � CONFIRMED AND CORRELATED ON THE JOB SITE AND BETWEEN IN- LOADING. I Q --� J --- DIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR FABRICATION PRO- 13) SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED, 3 .d^2 I Q - CESSES AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION, 14) PROVIDL INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE IN ALL I z SHORING, SCAFFOLDING, BRACING, ERECTION, FORMWOP.K, ETC.), DOUBLED HEADER MEMBERS WHICH WILL NOT BE ACCESSIBLE TO THE _-- ` FOR COORDINATION OF THE VARIOUS TRACES, AND FOR SAFE INSULATION CONTRACTOR. L;�B, PROVIDE CORNER 2'X4' KEY CONDITIONS ON THE JOB SITE, VARIATION , !N THE FIELD CONDITIONS T - ( PROVIDE DOWELS RELATIVE TO THE CONTRACT DOCUMENTS SHALL BE REPORTED TOS- �-- 3ARS SAME SIZL THE ARCHITECT/OWNER. WORK SHALL NOT PROGRESS UNTIL 1) SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF DECKING MATERIALS, _ L9=9" ;�2" \� AND SPACING AS SAME SIZE WRITTEN PERMISSION FROM THE ARCHITECT/OWNEP, IS OBTAINED. GAGES. DECIMAL THICKNESS, ACC. FINISHES, WELDS AND OTHER PERTINENT HORIZONTAL �- AND SPACING AS CONCRETE _ CONDITIONS. _ B!{RS HORIZONTAL WjOz+9 WALL WALL WALL BARS 1) 'fHE BOTTOM OF ALL FOUNDATIONS SHALL REST ON UNDISTURBED _ I 1r1Ox49 _CORNER CONST JOINT INTERSECTION SOIL AS APPROVED BY THE ENGINEER, CAPABLE OF SUPPORTING 2000 lbs, PER SQUARE FOOT. THE CONTRACTOR SHALL FIELD VERIFY THE CAPACITY f - � — 2) DESIGN AND INSTALLED METAL DECK IN ACCc.RDANCE WITH A.I.S,C. I DETAIL 4 DETAIL 6 DE 5 OF THE EXCAVATION. R MING A GRI LIUEQZ --- -'--' 2) ALL COP�CRETE SHALL. HAVE A DESIGN COMPRESSIVE STRENGTH OF "SPECIFIC LIGHT GAGE COLD-FORMED STEEL STRUT'.RAL MEMBERS" 2000 PSI AT 7 PAYS AND ,1 MINIMUM ALLOWABLE 28 DAY STRENGTH OF STEEL FIBER STRESS LIMITATIONS AND APPROPP.I;TF_ DEFLECTION LIMITATIONS 4000 PSI. 3j GALVANI.'-ED DECK: ASTM A446, MINIMUM FY = 33,000 ;TEFL SHEET, 3) DESIGN, DETAILING AND PLACEMENT OF REINFORCING, AND CONSTRUCTION SURFACES SHALL HAVE CLASS G90 GALVANIZFI) (PROVIDE GALVANIZED DECK SHALL CONFORM TO THF.. LATEST BUILDING CODES, THE REINFORCING CONCRETE AT ALL PREAS WITH FIRE-R CONSTRUCTION, UNLESS OTHERWISE NOTED). - , TYPICAL FOUNDATION WALL DETAILS CODE A.C.I. 318-89 AND THE A.C.I DETAILING MANUAL, _ -- MA� FORCING NOT SHOWN. 4) REINFORCING STEEL SHALL BE DEFORMED, ROLLED FROM NEW BILLET _ I I � FOR UVP'19 LIZVEL STEEL AND SHALL CONFORM TO A.S.T,M. A615 GRADE 60 SPECIFICATIONS. _ TYP[- 0 1`ORMLOCIC I ,( - poop pFnMING BARS TO BE REBENT LN THE FIELD SHALL BE GRADE 40 UNLESS OTHERWISE 20 GA DEC�t t�yy r I J6- wLL I.ENSTN '.t~ VlRCOMFG.CO. NOR leiAONCaETE NOTED. ALL. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M A815-72 ` 4' °'L^'°3pL EL 29 0^ �ool� - SPECIFICATION. _ - - -,- -- - - - - ;� ' w1GxZv �WI(K4O 5) HORIZONTAL WALL REINFORCING SHALL LAP 24 INCHES. CORNER �7,,�= ' _ ,� I ROOF CONSTRUCTION HORIZONTAL BARS SHALL BE USED AND T 7i ut12x12 J �. - r = , 1 1/2" INTERMEDIATE RIBBED DECK 20GA. SHALL BE OF THE SAME SIZE AND SPACING AS THE I-4ORIZONTAL WALL 0 ^� ' 1v21xsJ a L4x3�'/ LEDGCrt' &xC6rr orJ G�I ��) WITH 3 SPANS CONTINUOUS. STEEL DECK N8 TEK SCREWS PPORT Q.C. REINFORCINL; UNLESS OTHERWISE NO i E0. i -}, I � ^ + halo LJNp 1,45 � SHALL 8E ERECTED TC ACT AS A DIAPHRAGM 6 REFER TO THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL �' wr+o 6,a.3/+ ►,LL THREAn I MAX. BETWEEN SUPPORTS DIAPHRAGM SHALL BE CAPABLE OF RESTS I:UG DRAWINGS FOR SLEEVES, PIPE CONDUITS, DUCTS AND MISCELLANEOUS e''OxY p IR }L~ - ON SIDE LAPS '-scE UPP'6R L !sL th.^MING I 2L44.3'S+3/b' A SHEAR OF 300 POUNDS PER FOOT. ANCHORING DEVISES TO BE INCORPERATED INTO THE WORK. I em •r rlcAz„zx w e-2/"R324x 7) ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL, M I SeAAA L ra Ir-OLUAA 4 AND SHALL BE CONSIDERED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE wT9c ,`'•02.0 3'-eL" I 5'-4"ec" C.L.OF INIERMLDIATE--\ � ON THE' PROJECT UNLESS OTHER DETAILS ARE SHOWN. SUPPORT 8) LIMIT CONCRETE FLOOR SLAB POURS TO A MAXIMUM OF 1200 SO. FT. 7m �IouP oM A•4'•o"O'c OR AS INDICATED ON THE URAWINGS, AND POUR IN A CHECKERBOARD PATTERN, - --��T- IF INDICATED. OTHERWISE SAW CUT FLOOR SLABS AS INDICATED ON THE DRAWINGS. MIX DESIGNS (INTEROR CONCRETE) 5 1,'2 BAG MIXo N 1/2"0 PUDDLE WELDS CEMENT SAND LIMESTONE CA7 GRACE WATER REDUCER GRACE AIR 0 12" C/C O ENDS 517# 1570# 1670# 15 oz. 507. _ W/WELD WASHERS MIX DESIGNS (EXTERIOR CONCRETE) 5 3/ BAG MIX 2'0" 2=p^ 14 D WELD WASHER W/1/2�/ PUDDLE WELD4 PER SHEET CEMENT SAND LIMESTONE CA7 GRACE WATER REDUCER GRACE AIR _,,ylax4Q (1EA. LAP+2 EA. INTERMEDIATE) `- -- - C.L.OF ENDS SUPPORTS 541# 1570# 1670# 16 oz. 50z. j OR MANUFACTURERS STANDARD INSTALLATION PROCEEDURE „STRUCTURAL STEEL 1) ASTM A36; ALL STEEL FOR THIS PROJECT, EXCEPT AS NOTED, 2) ASTM A325N; 3/4" BOLTS, IN BEARING FOR ALL CON- I I - ROOF DECK ATTACHMENT NECTIONS, UNLESS NOTED OT-iERWISE. ---- - 3) ASMT A307, ANCHOR BOLTS. SIZE AS NOTED ON THE DRAWINGS I �Mb Go►+T, In uom0 ImAM5 N.T.S, Pti f'e'LAP SPLICIES _ 4) ASTM A53, GRADE B; i;p FI_ _1lQkp 6h1.4'+ aa.c, _ DD I E: BPTE-A1,DWG y FOR ALL PIPE COLUMNS, fy - 36 kai. I I �Eo PRpff - ---T- -------_ _-- - --- ---- --------- ---- -- :, 5) ASTM E70; ALL WELDING SHALL BE BY WELDERS OUALI- g �TYFICAL FRAAMING ,5�� N! fir, _ __ BRAHMA PREMANAND TEMPLE FIED WITHIN THE PAST 12 MONTHS, TO WELD IN THE REQUIRED I I % aI.O• �` sE,p POSITIONS. IN ACCORDANCE WITH AWS STANDARDS AND RECOM- I' � TIGARD, OREGON 67223 MENDATIONS. aj u J1ga r ARCHITECT — - - — 6) ASTM A500, GRADE B; FOR ALL TUBE STEEL_, f�46 KSI ✓f)itF:GON - - - Tin[. FOUNDATION DETAILS iL .I L �SL ,,Q ,w B U R G PTAH L E R ENGINEERS 4/c'Z✓aort sulr:c�aa rOIIsltMrlT RLV,IG(Ll --_' SCIVIL . STRUCTURAL AUR_ 0 2/19/2001 ISSUED FOR BLDG. PERMIT - R.P �U o f � � --I -- _ 30323 SW HEATER ROAD — — --- -- --- — — — — 1 SHERWOOD OREGON 97140 REV DATE DESCRIPTION - BY TR DATE T-- RE IS ONS - S NO ED owc v �,r p i OGLE SIE NIT. RE T 1 c:wA • I `I 503 625--7432 _ —_ I-- v I Cx. R.P. DATE 8/ /� A T D S-6 - _.�. — __�. _— --- — -- --'-- --_� ( — -- -I— --- — -------- -- --- DR. BM1. DATE 7/15/00 0 Y ... !A. `.Mf!llktY�A1�'klfN,:10�'Mhh'pin', t1YWWMi70hFFMNdH!7eaM(.Vl?ltirJ'N:- ,... .. , •_ „• �._._._ ___..-_....._._....__..-.,-....�......,w,.+•+":.r.,_ _ .: .. ..,,_., _...__ _ _ __. _. .._ _-_ •---._...... .- .._. *•nn..+�.kllwn.re,�.ep^ ..____ .__._,._....,_,.....- `A"-i "i:'t'Pka'�'rn1"''�t�W�y�NINR : 1 I td Dm IIIiIIIII Ii,11111i .. IIIU IIIIIIIII Illilllll IIIIIIIII ILII II�III Illi 1111 IIII'llll ILII IDI ILII I II ILII III+ ILII 1111 II I I II I LEOISIIRYSTRIP d I I I I I I I I I I YII a nnluu uilll n nlllnu nulnu InII ,,, I n Ilan nnllil; Iililiili nl:,iln nllllill Iuilull I,III nIIIIuIIII b tiI i t loam.,c� 1 1 1 111 1•+J 1� I!3 17 18 19 20 21 22 23 24 25 26 2'7 28 7@ 30 : I ' • 1 _........... t `I r � x : , 1. wM ,m. C 1. :5 6 7 g 9 � t I I v 16'-0 1/2" 17'- 0 1/2" 15'-6" 17'-00 15'-6- 8'-2" 12'-6" 13'-7" � I ' 4'-0" 8'_p" I 4'"-0 1/2" 5'-9 1/2" I 3'-0" 6'-0" 2'-3" ,9" 14'_0" 5"g» 4'- " I 8'-0" a� 4'-1" g" 14'-9" 7'--2" 1 -p 11'-4" a'-2t I I - 112" SF-1 SHALL BE SUSPENDED FROM UPPER FLOOR SLAB, EXPANSION W/ SOUND ISLATOR , PROVIDEFLEX. CONNECTION WH WDSSCREEN JOINT 40'x11," O LOUVERSTO INLET &DISCHARPE SIDE UTO — MO AQAIIPER/� T100 Cf1� + I 22X12 0 - - IRON AUS f - O O N - - , alb- - ---- _QQ 26: 11 �- � ` ' BID —_ • - I STAIRWELL x - r- -----� i -- - _-�--� -L- -- J 00 _ 8.-0. CEILING 'ONNEC TTO KITClE 06H/1UST HOOD. --- - - .L. - - - -- -- - I f • o I I � I I � I I • Ex ''l+ol i (�}-� gp • 14x10 12x I O - 9D ® I ' Boo ou BD GG wo �Z (TYP.) B0 �; A-'2 010 co W a ( I 114x6 PIPE I 24x12 24 2 -- � -- - ---- N�- o I _ — OD -- ou �— 8'-0" CEILING I — --� -- 0 � I I I " eD 00 1 8 • i I ' OD 9x10 I 38x1 3�c'12� 29x12 j 18x1 I I � Soo I _— I , 22x6 ! 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DA>E A1cp 1/q..�1'-O, D _ 1 M ; 1S 0 M 01 A ,1R BML DTE 0 x i : 'tvs.Ra,.,.•r,exMe�cxr;:�'�!A�yW+ latfk�+�fr*:�!I�,ah. «,a: ,. • rS4v'2't'..::Y`. ... -..«. .. .... -- ' ^"r"^"",►.RC^'791TYT1 ""+in'c1A'"A.tR+":_.,.yTM,......... _._.-._,._r r{,.�. �n -.. ""��p• ;. ..- _ __ _----._ -..__..+:w•...,.--.. .._ _ , _»._,.,-,....•,......._........w....,,.w.n.+...AnwMR".n-v wsYc..r ,. .L.IM.,:x. . .. ;K;�CM�MwIyuY.fMKFNW4i "t�`N ah"!"!Y . ";., ..;. ','4,.�* . .:.' •'.., `'i ., I,r 1 I I I IIII I 1 I I _' --•_ -- - _ - arvn CR1• I 111 i I ! ;dull illlllllil ,iUlllill lilllllll Illllill; LII 11111111 +111 Illi IIII Ilil 1111 IIII 114 Illllli�'"`{I;'IIIt ilii IIII Illt 1111 IIII IIII IIII IIII II I IIII IU IIII 1 I � STRIP I I I I I I I I l i " l.lFfil+ fTY ci 3 I� ( I 1 1 I i I n l nl u n n u n l l n 11 II111 1 u I I ( 1 I I III o.. I 11 t z I 1.► i I s 17 1�a 1lfli �a �I1 2 2 2I� 4 �l� !! 1k 2 9 3 O y iiN1111tl1! , _WLI � CIC '7 'a :f. • ` ii I Jt • iii :, '. .y,�. 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'f I {r 2 f--. - �5 7 9 I I I I j 16'-0 112" - 17'-0 112- 15'-6" I 17'-0" 15'-6" 8'-2" 1 4'-0" 8'-0" 4'-0 1/2" 5'-9 1/2" 3'-0" I6'-0" 2'-3" ,9" 14'-0" 5..9„ 4,-1,. 8•-O» 4,-1.. 5"9' 14'-9" ,. --- 7'-2' l -p. 11'-4" I I I 4'-0" 13'-0' 4'-0" � I I EXPANSION JOINT --}---t- --- I - -- - —. 337S1i I — �J ® I I ExFW�ST 1at18 _ I _ , • I I , qt 000 D8 1 - � - �' - Z4K1Z r 19x12 .---_ 12x12 f"% I i ,n I eo eo I �; Bo 9D j ' ,Z ec eo r eo I i I I ; 00 r - - I I _ logo J I I --- 12x12 a�17; DLA-dP- _ _-- I 2012 jalo i 77A IAN E�.../ -- 1 I re 0 i loco C,fl,l I I ' I `�•i' \ -- - .00 ` \ • (�_ `� I —_ O 1 /\ -41 ( O 8 N - -- - I - - - - - _ -- _ t ELM UT 10 -----, _ CI �! t m - I o —_— I J IOCIZ 'J *12 i it Z�rt1Z � 26x12 li INERN 4201! low UP D 1 OUCT Z�tiZ dt12 I 14x12 10x10 IJ �• ---�- - ---, 0 1 12x!•:- � -- - �----- - _ I — u> _. y i -- -- > ` i ' —_'10 I 8S'0 CFY I IIx a (P Dt1CT ON I I — 0 OUCH 1 ► I FLE;,iTOR ROOF Ij - -- --j ! HU --t--- .� C' 4616 -- , _j atin pf? 65 70PE � UPPER LEVEL HVAC PLAN NORTH 1 ` ,a�1Fr,��, SCALE:1/4"=1'-0" _ CACDFILE. BPTE-V02U.DWG BRAHMA PREMANADA TEMPLE/ASHRAM I 11515 HALL BOULEVARD TIGARD, OREGON 97223 TITLE: �` ---- _--__ -------------- -- ARCHITECT _- ---_ UPPER LEVEL — HVAC PLAN 2� 0 02-19-•01 ISSUED FOR BUILDING PERMITS BML REV DATE - DESCRIPTION BY Tp. DA-E sCALE sae DWG. N0. 1�t� -- -- -_ I REVISIONS CK. R.P. DATE 8 - OC 1�4"=1'-O" — ---- - — -- - � -- __ - - -- - -- --- -- --- DR. BML DATE 7,,5/00 D - � � O _ � J '�'!8"IAM�fI�•^�M��MFa+o�:'+aaWY�W14''�. I�,w9Y4A.�,tt�/MMR�M�t?�i'�11tlS+N6Y'I� : . q • ' � F .'. �:.�:, .. .�, .�.,Ai..iU9fssd._.:.....IV�tY.' ...(:-eR...y •917 a1jM• .! :,,., .•.;- . _ h Tr1 r �, "I ! 1 1 I , I 611 Iii Iii n� u1 uIli III I r1� n 111! �-wthnll un�uu Iui li�i II R I, I VIII .: .::..,.•- ..:.� : . ,. ,. L.EGISILiT'Y 8T � ,4 m�.Y em !( I ( I I � I ' ' 13 2I4 2 5� .�;��I .. :I I, fill I( • tO f i 2 13 114 II(, 17 I® 19 20 21 22 2 2d 27 2!i 2'O 3d t4 r,i, 0401 ON ........... R+wS1 Y l 30' TAA)(. �-- SPLITTER V0 R SHALL EQUAL OR BE r GREATER THAN W. RECTANGULAR DUCT SUPPLY 'tCCTANGUL:AR DUCT SUPPLY ROOF TOP BRANCH TAKE—OFT VOLUME _ BRANCH TAKE—OFF TRANSITION PIECE STANDARD RADIUS ELBOW AIR CUSHION SUPPLY DUCT VOLUME DAMPER. SUPPLY DUCT 1 1 2 TI ES DAMPER.— ROUND UNIT ALTERNATING LAYERS OF NECK m `MIN.) DUCT 5/8" CONCRETE BOARD & RECTANGULAR — TO MINIMUM THICKNESS OF 1' �. 2' SIMIRIGID INSULATION •� DU;,T FLEXIBLE DUCT 2'-0" MAX. FLEXIBLE DUCT 2'-0" MAX. _ 4 LAYERS EACH )15' MAX. LENGTH. 30' MAX. OFFSET, LENGTH. 30' MAX. OFFSET, SPLITTER VO _ _ SAME SIZE AS DIFFUSER SAME SIZE AS DIFFUSER ) I NECK. (TYPICAL). _—�� 45' TAKE—OFF NECK (TYPICAL). �y�'" LCONICAL BELLMOUTH OR 12"(MIN.) PREFABRICATED RECTANGULAR DUCT SUPPLY RECTANGULAR DUCT SUPPLY MITERED RECT. TG ROUND ROOF CURB WITH BRANCH TAKE—OFF BRANCH TAKE—OFF _— ROUND TO RECTANGULAR SHORT RADIUS ELBOW WITH ONE VANES ONICAL TAKE—OFF FITTING BUILT—IN CANT 1 x DUCT GIA. MIN. —� TAKE—OFF 1 x DUCT DIA. MIN. 9� FITTING 1. IF R IS LESS THAN W, THEN FULL ARC TURNING CEILING -METAL. CEILING METAL VO VANE(S) SHALL BE PROVIDED SEE SCHEDULE :3ELOW. DIFFUSER DRAW BAND DIFFUSE DRAW BAND PACK & SEAL ROOF 15' MAx 2. INSIDE BEND MAY BE'SQUARE FOR W > 12", NO G SQUARE HEELS PERMITTED. ------FLEXIBLE DUCT yQ� DUC: / DUCT CONNECTION �VD 1. SPIN COLLARS SHALL NOT BE PERMITTED. SPUTTER VANE SCHEDULE 2. SPECIAL. CONDITIONS THAT CAN NOT MEET ONE OF THESE STANDARDS SHALL — RECTANGULAR SUPPLY TEE RECTANGULAR SUPPLY TEE RECTANGULAR TO ROUND VA BE BROUGHT TO THE ENGINEER'S ATTENTION ON A CASE BY CASE BASIS. WIDTH Of 3. DETAILS ILLUSTRATE INSTALLATION WITH ROUND NECK DIFFUSERS AND DUCTS. VANES SQUARE OR RECTANGULAR NECK DIFFUSERS AND DUCTS SHALL BE SIMILAR. < ,2" TYPICAL PACKAGED ROOF TOP UNIT MOUNTING DETAIL NOTES: 12"-24" 2 -- -- — 1. PROVIDE STANDARD RADIUS ELBOWS WHEN POSSIBLE — SHORT RADIUS WHERE REQUIRED. 24"-36" 3 1•Y P I �.A L D i F F U S E R INSTALLATION DETAILS NOT TO SCALE 2. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE 36"_60" _ 4 NOT TO SCALE ,.QIP CONSTRUCTED, SUPPORTED & FASTENED AS RECOMMENDED BY SMACNA. 60"-84" 5 FOR CONSTRUCTION WITH INSULATION ABOVE ROOF SLAB, DECK., ETC. 3. NO SQUARE OR RECTANGULAR HEEL ELBOWS SHALL BE ALLOWED. > 84" 1 6 SUPPORT CURB DIRECTLY ON ROOF STRUCTURE, TYPICAL DUCT DETAILS NOT 'TO SCALE FAN SCHEDULE DIFFUSER — REGISTER — GRILLE SCHEDULE -----_ FAN DAMPER WHEEL MAXI MOTOR MANUFACTURER TAG LOCATION CFM S.P. TYPE SIZE MIN: RPM DRIVE NOM. CURB AND MODEL REMARKS TAG SERVICE NECK SIZE DAMPER MATERIAL MANUFACTURER I REMARKS ALUMINUM TYPE PIA HP V/Hz/PH AND MODEL I BIRDSCREEN UP—BLAST, ROOFTOP EXHAUST FAN _ W/INTERNAL DISCONNECT SWITCH FF-1 ROOF 100 0.5 ROOF EXHAUSTER 12 x 12 —BI — 1527 BELT 1/4 115/60/1 YES GREENHECK GB-100-4 — A SUPPLYSEE FL. PLAN SEE FL FLAN STEEL TITUS — TMS — SEE SPECIFICATION do DRAWINGS EF-2 ROOF 4550 0.375 ROOF EXHAUSTER 24 x 24 BI — 613 BELT 3,/4 208/60/3 YES GREENHECK GB-240-7 — FOR TYPES, SIZES ETC. _ _ B RETURN SEE FL. PLAN SEE FL. PLAN STEEL TITUS — 8R EF-3 ROOF 850 0.5 ROOF EXHAUSTER 12 12 BI �— 1349 BE'T 1/4 115/60/1 YES GREENHECK GB-100-4 — — — -- — FASTENFAN TO CURB WITH _ x � C EXHAUST SEE fl. PLAN SEE FL. PIAN ' ALUMINUM TITUS — 8F — �—S.� LEG SCREW do WASHERS, KEF-1 ROOF 3375 0.375 UPBLAST 18 x 18 BI — — _ GREASE DRAIN 1250 BELT 1 IIa 208/60/3 YES GREENHECK CUBE-2c�HP-7 — D SUPPLY SEE FL. PLAN SEE FL. PLAN STEEL TITUS — 30ORS — & PAN ---� --� MINIMUM (2) PER SIDE SF-1 L. LEVEL 200' 0.5 CABINET TYPE FC - iiO BELT �/� 208/60/3 YES BRUNDAGE 9I5 SEE NOTE 1 BELOW rE SUPPLY SEE FL. PLAN SEE FL PIAN STEEL TITUS TBDI-80 (2_) 1"SLOT, 4' LONG �� 1O`F CU PREFABRICATED — — — I _ ROOF CURB WITH BUILT—IN CANT NOTE: OPPOSED BLADE DAMPER IF NOT SHOWN ON DUCTWORK: COLOR SELECTED BY ARCHITECT. NOTE: FAN SHALL BE SUPPLIED WITH PREFAB. ROOF CURB AND INSTALLED IN ACCORDANCE WITH NFPA FOR RESTAURANT APPLICATION. 1. FAN SHALL BE SUSPENDED FROM STRUCTURE ABOVE WITH SPRING AND PACK & SEAL PROVIDED WITH FLEXIBLE CONNECTION AT INLET AND DISCHARGE SIDE. ANNULAR SPACE --� � �--DUCT\"—ROOF STRUCTURE CAB 1 N E T UNIT HEATER (ELECTRIC) MARKEL OR APPROVED EQUAL C KITCHEN EXHAUST FAN DETAIL TAG LOCATION CFM ' KW VOLT PH Hz REMARKS NOT TO SCALE -- IN WC 1 1/2" TO HV-1 CUH-1 VESTIBULE 1st FLOOR 800 0.4 8 208 3 60 MARKEL SERIES 6348-08 (2 SIDLED FAN) CEILING MOUNTED RECESSED h2m ABOVE THE ROOF —OF 1 1/2" TO HV-1 1. STANDARD DUCT VELOCITY SHALL BE 2000 FPM ABOVE THE ROOF F_ rT 1 77 1 2. FOR CONSTRUCTI01, WITH INSULATION ABOVE ROOF SLAB, DECK ETC., SUPPORT CURB DIRECTLY ON ROOF STRUCTURE, HEATING AND VENTILATING UNITS (HU- 1 AND HJ-21 SCHEDULE cv I SOLENOID VALVE TO BE ROOF MOUNTED UNITS, FACTORY DESIGNED AND PRETESTED FOR ALL SAFETIES. INTERLOCKED WITH UNIT WITH BLOWER SECTION, GAS FURNACE SECTION AND DISCHARGE PLENUM, KITCHEN HOOD FIRE HORIZONTAL DISCHARGE AND BOTTOM RETURN, GAS FURNACE SHALL BE OF SUPPRESSION SYSTEM STA!NLESS STEEL AND SUPPLIED WITH PREFABRICATED ROOF CURB. UNIT SELECTION BASED ON "REZNOR" MODEL HCRGB MODEL 400 OR AS EQUAL PER "STERLING" OR "TRANS:". ALL UNITS MUST BE U.L. LISTED AND A.G.A. CERTIFIED. N AT LOWER HU-1 SERVING OF'PER FLOOR) LEVEL. N 6000 CFM; 360,000 BTOH INPUT; 288,000 BTUH OUTPUT; 5 HP MOTOR. }— HU_—_Z. (`SERVING LOWER FLOOR) I �r 6.300 CFM; 360,000 BTUH INPUT; 288,000 BTUH OUTPUT; 5 HP MOTOR. 1 1/4' GAS LINE ALL UNITS MUST BE SUPPLIED WITH FILTERS AND OUTDOOR AIR—INTAKE HOOD TO WATER HEATER WITH AUTO DAMPERS ON RETURN AND OUTSIDE AIR INTAKE WIRED AND 176 CU. F, / HR 3/4' 3/4" INTERLOCKED WITH SYSTEM EXI,;AUST FAN TO RUN ON 100% OUTSIDE AIR. AT LOWER LEVEL GAS SHUT—OFF GAS METER VALVE (TYP.) Fq t�nnFF GAS PRIES RE a 1357701'F REGULATOR LOWER LEVEL FLOOR UNrE,RGROUND GAS L1'4E BY GAS UTILITY CO. e, (APPROX. 1200 CU. FT DEMAND) CADDFILE: BPTE—V03.DWC, �BRAHNIA PREMANADA TEMPLE/ASHRAM SUPPLY GAS DIAGRAM 11515 HALL BOULEVARD _ T;GARD, OREGON 97223 NOT TO SCALE TITLE: REVISED PER CITY of TIGARD __ MECHANICAL A REVIEW AN MM NTS SCHEDULES AND DETAILS c i 0 02-19-01 ISSUED FOR BUILDING PERMITS BML � 9 REV DATE DESCRIPTION BY --r-- ---- ----- ------ — TR. DATE SCALE SiZF ANY, NO DRBML REy. ( CK R,P. DATE A - 00 REVI;IREVISIONS — �—L— 1/4"=1'-0" D M - 03 � . DATE 7 1S 00 i nMn-, �. ,� YA+tfpYrMih y.,._. .-. ..n^.'*^"-' .--,- _:., ... ........ .. •--•.... ,- .., ... , �-•[ctnM*-q:43ai^.tealp�� .. ,. ��:rmKJPrMIhMM!'�IYI 4 � I�wYYalrwrwl:swhfry ,._t d C Rul�I 1 11 illlIill�l 1111111 I LIIII(�IIIII.1111I!II iIII ILII lIIIIIJIIIT ILLEOWrrY STRAP II�ILII�IIIIIIIII IIII�IIIIIiIIII�I III 11111 1 111 111 I„ILII 1I I 1 1 II 117 ( II III I III l IILII i II2H l 2Illlll?ll l 3ILII I 2I I 4ILII IL2II I SILII Ill's I Ri�,l Il�lI 7llll I ll2llI8 llliI llf2l I 911 11 I V3IIII0,om ) I JJ(jrjr( 'r ►'ONE 11511! , 1 Ir� 4 ,fc lo c-_. —..-..K ...,yrs•.—�s..n. _L�. .. - .a.:—�. — — r 5. it y NPS l 1 I I HEATING, VENTILATION AND AIR CONDITIONING SCOPE OF WORK :iA Ig E %.C' CONNECT13NS CODES, FEES, REG,)-ATiONS AND LITERAL COSTS F. A SINGLE-STAGE REDUNDANT GAS VALVE WITH A E THERMOSTATS FOR UNITARY HVAC SYSTEMS SWILL BE AS PRESSURE REGULATOR. MANUFACTURED BY HONEYWELL OR jOHNSON. THE TYPICJIL HVAC 1 A ALL WORK SHALL BE DONE IN THE MANNER SHOWN ON THE "INGS 4 PROVIDE "VENTGLAS' OR EQUNALEIIT ELCEN FABRIC WITH METAL A A,1 WORK TO BE IN STRICT ACCORDANCE WiTH APPLICABLE G AN ELECTRONIC IGNITION CONTROL WiTH A FLAME THERMOSTAT SHALL BE MODEL T8740, SUB-BASE AND 1 AND HEREINAFTER SPECIFIED, AND S►Wi BE COMPLETE IN ALL COLLAR AT EACH END, MINIMUM 0' 4' LONG WiTH AT OAST I' RULES, ORDINANCES AND REGULATIONS OF THE FOLLOWING BODIES SENSOR TO LOCK OUT THE GAS VALVE IF THERE IS TG502A COVER OR AS SUPPLED BY UNiT MANUFACTURER. DET,JLS INCLUDING THE FOLLOWING, AND ALL OTHER ITEMS OF SLACK AT ALL INTAKE AND DIS.'WiRG: CONNECTIONS TO FANS HAVE JURISDICTION AN IGNITION FAILURE. INDICATED OR SPEI TFIEp OR NECESSARY 70 COMPLETE THE AS NOTED ON OhAW►NGS DUCTWORK. 8 COOLING CONTROLS SHALL CONSIST OF COMPRESSOR MOTOR F EACH OUTDOOR-RETJRN NR SYSTEM SHALL BE CONTROLLED SYSTEMS INTENDED, WHETHER EACH ITEM IS SPECIFICALLY SHOWN 1. LOCA. CODES. OVERLOADS, A COOLING CONTRACTOR, A SEPERATE COOUhG BY MODULATING DAMPER MOTORS WiTH SPRING RETURN. OR REFERRED TO OR NOT B SUCH CONNEC,iONS SHILL BE SECURELY FASTENED TO DUCT*ORK 1. UTILITY COMPANIES. FAN RELAY AND TRANSFORMER. CONTROLSkALL PROVIDE FOR BY MEANS OF 1-1/2' STEEL ANGLES THROOGH-BOLTED TO THE 3. NA' '%AL ENGINEERING SOCIETIES: CONTRACTOR CLOSURE OF OUTDOOR DAMPERS BY SPRING RETURN ` B ALL WORK INDfCI,TED ON DRAWINGS BY THIS CONTRACTOR AS SHEET METAL. "I AIR-TIGHT GASKETS RESPONS,BLE FOR ALLOCATION OF WORK TO AVOID WHEN SUPPLY BLOWER IS OFF. FOLLOWS: ,uRiSDICTiONAL DISPUTES. ROOFTOP UNIT UNITIZED PREFAB CURBS 2. CONTROL OF DAMPERS TO MINIMUM OUTDOOR AIR POSITION WHEN SUPPLY BLOWERS ARE ON, 1 FURNISH AND INSTALL CCwPLFTE ALL ROOFTOP PACKAGED ACOUSTICAL DUCT LINING B. THE DESIGN, MATERA.S, WORKMANSHIP AND ALL SYSTEM A. FURNISH PREFAB ROOF CURB OR TYPE AND SIZE REQUIRED TO 3. CONTROL OF DAMPERS TO 55 DEGREES '►OB MIXED AIR HEATING, AND COOLING UMTS WITH IOM OUTSIDE NR INSTALLATIONS SHALL COMPLY WITH APPLICABLE FEDERAL, FIT ROOFTOP UNIT INSTALLED. ONLY ON SPACE COOLING DEMAND AND WHEN OUTSIDE INTAKE HOODS WiTH OPPOSED BLADE OUTSIDE NR AND A LINE ALL SUPPLY DUCTWORK WITH 1' THICK FIBERGLASS RIGID STATE, LOCAL AND/OR OTHER CODES, ORDINANCES, TEMPERATURE IS PLOW 55 DEGREES FAHRENHEIT. RETURN AiR ECONOMIZER WiTH DAMPERS COATED, 1-1/2 PCF DENSITY. LINING SHALL BE HELD IN PLACE REGULATIONS, AJTHORiTIES, ETC. THE CONTRACTOR SWILL B. INSTALLATION OF ROOF CURB BY GENERAL CONTRACTOR AND AS (u'-:HMNICAL COOLING SYSTEM LOCKED OUT). WiTH FIRE RESISTIVE ADHESIVE AND MECHANICAL FASTENERS ON ALSO BE RESPONSIBLE FOR MEETING ALL REQUIREMENTS NOTED CMI DRAWINGS. 4. OUTDOOR NR DAMPERS SWILL BE AT WhIMUM POSITION 2. FURNISH PREFAB UNITIZED ROOF CURES FOR ALL ROOFTOP 16' CENTERS. INSIDE AND OUTSIDE THE BUILDING REGARDING SOUND LEVELS, DURING OPERATION OF HEATING OR MECHANICi6, COOLING UMTS R,DOF CURBS SHALL HAVE EXTENTION RAILS LENGTH POLLUTION, OCCUPATIONAL HEALTH, ETC. THE CODES, C. UNITS MUST BE SUPPORTED AND BRACE IN ACCOR04NOE SYSTEMS. AS REQUIRED TO SPAN REQUIRED NUMBER fBAR ICISTS B. SEAMS SHALL BE PAINTED UP WITH FIRE RESISTIVE CEMENT. ORDINANCES, REGULATIONS, AUTHORITIES. ETC. SHALL AND PER SEISMIC REQUIREMENTS. DESIGNATED' FOR EACH ROOFTOP UNIT AS NOTED ON TAKE PRECEDENCE IF THE DRAWINGS AND SPECIFICAT)UNS G. PROVIDE THE NECESSARY TIME DEQ" TO PREVENT RAPID RECYCLE DRAWINGS. ARE NOT IN CONFORMANCE THEREWITH. OF MECHANICAL COOLING SYS"_MS. NATURAL GAS SERVICE 3. FURNISH AW INSTALL RETURN AIR DUCT STUB AND SUPPLY C. THE DESIGN SPECIFiCAPONS AND PLANS SHILL GOVERN H. TOILET EXHAUST FAN SHALL BE CONTROLLED BY TOILET NR DUCT WIN FROM EACH ROOFTOP UNIT AS NOTED ON A IF NEEDED, THE PUBLIC UTILITY WILL FURNISH AND INS-+L, A NEIN IN ALL INSTANCES WHERE THE U47ERLALS OR METHODS LIGHT SWITCH. DRAWINGS. UNDERGROUND NATURAL CAIS SUPPLY LINE, A NEW GAS METER AND ARE INDIC ATIL OF HIGHER QLAITY THAN THE MINIMUM h THE MAIN GAS PRESSURE REGULATOR. THE METER-REGULATOR PERMITTED BY STANDARDS, CODES, REGULATIONS, DAMPERS f 4 FURNISH AND 'NSTALL CONTROL WIRING AS NOTED ON ASSEMBLY WILL BE INSTALLED ON A CONCRETE FOUNDATION A>JTHORITiES. ETC. ROOF OPEN'NGS I - 1 DRAWINGS PAD PROVIDED BY THE GENERAL CONTRACTOR. AL 'HIS CONTRACTS SMALL FURNISH AND INSTALL ALL DAMPERS AS D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A. ROOF OPENINGS FOR ROOr'0P C;NTS SWiLL BE CUT BY GENERAL REQUIRE;, FOR TEMPERATURE CONTROL AND FOR SYSTEM OPERATION ALL EXHAUST SYSTE4 i AS SHOWN ON DRAWING. B ALL CHARGES FOR WORK BY THE PUBLIC UTILITY SWILL BE PAID ALL PERMITS, PAYMENT OF All FI-E;, NECESSARY CONTRACTOR. AS HEREINAFTER STATED OR AS 'VOTED ON DRAtw4S. FOR BY THIS CONTRACTOR. DRAWINGS, AND ARRANGING FOR ALL INSPECTIONS. TESTS, ETC. WHICH MAY BE REQUIRED BY AN AUTHORITY OR LT I'Y B. THIS CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE AOR COMPLETE NATURAL GAS PIPING SYS'EM B. DAMPERS SMALL ALSO BE FURNISHED AND INSTA n IN ALL COMPANY IN CONNECTION WiTH THE FURNISHING OR ALL ROOF OPENING SIZES AND LOU.TIONS FOR OPENINGS TO BE C. THIS CONTRACTOR SWILL FURNISH AND INSTALL ALL WORK BRANCHES OF SUPPLY DUCTYrORK WHERE REQ'JiRED FOR VSTALLATION OF ANY OF THE WORK. CUT ?Y GENERAL CONTRACTOR. DOWNSTREAM OF THE MAIN REGULATOR OUTLET 'INCLUDING Di$TRi&ITiON CONTROL. SUCH DAMPERS SHALL BE AN APPROVED SHEET METAL WORK CONNECTION TO MAIN REGULATOR OUTLET INCLUDING CONNECTION TYPE, LEVER OPERATED AND COMPLETE *% LOCKING DEVICES . I TO MAIN REGULATOR OUTLET, SECONDARY GAS PRESSURE C. ROOF OPENINGS FOR TOILET EXHAUST FANS SHALL BE CUT BY WHICH WILL PERMIT DAMPERS TO BE ADJUSTM AND LOCKED iN A ALL DUCTS NOT OTHERWISE SPECIFICALLY MENTiONE'? SMALL BE cREGULATORS, VALVES, AND PIPING DISTRIBUTION TO ALL GAS PACKAGE ROOFTOP HEATING UNiT THIS CONTRACTOR. ANY POSITION, FIRST PRIME GRADE SHEETS OF AN APPROVED bRMD OF FiRED EQUIPMENT, INCLUDING CONNECTIONS TO EXISTING THESE DAMPERS SHALL BE SPLITTER OR VOLL&w TYPE DAMPERS ENTI D HEATING ANVLATING UMTS r; , GALVANIZED SHEET METAL.. DUCTS SHALL HAVE 60NGLTUDINAL SYSTEMS. A. AND B4 StULL BE Tw.L�0 iN ALL BRANCH y,�*S SERVaVG MORE SHALL BE A STANDARD PRODUCT OF A NATIONALLY AIR FILTERS LOCK GROOVED SEAMS. ENO JOINT SWILL BE MADE WITH *S' THAiN ONE O;,tLET, Ot AS SHOWY ON DRAWING!). THEY SMALL BE SUP AND DRIVE CLEAT CONNECTORS. SOLDER OR RIVET JOINTS D. GAS PRESSURE REGULATORS (SECONDARY) REPRESENTED MANUFACTURER. ALL COMPONENTS OF INSTALLED NEAR THE 4AIN DUCT iN ETCH CASE WITH A LOCKING WHERE NECESSARY TO MAKE A MECHANICALLY ATR TIGHT. UPS UNITARY TYPE SYSTEMS SHALL BE THE DIRECT A CONTRACTOR SHALL PROVIDE TWO (2) COMPLETE SETS OF THROW- DEVICE ACCESSIBLE FOR ADJUSTMENT THROUGH ACCESS PANELS AWAY FILTERS FOR ALL ROOF TOP UNITS. FACE AREA � SKILL %. FORAGED IN REFERENCE TO MOVEMENT OF AIR. 1. PROVIDE PSHERE 40. 737C, OR APPROVED EX& RESPONSBIL'TY OF THE UNIT MANUFACTURER. ALL OR THROUGH GRILL,F OPENINGS. ALL DAMPER EDGES IN THE AIR SECONTaARY GAS PRESSURE REGULATORS, WiTH MANUA COMPONENTS %%ALL BE MATCHED AS TO CAPACITY. FILTERS SHALL BE SUCH AS TO PROVIDE FOR AN ALR VELOCITY STREAM SHALL BE ROLLED BACK ON THEMSELVES, iN ORDER TO B ALL EXHAUST, RETURN, AI4D SUPPLY DUCT SYSTEMS SHALL BE LOW RESETTING ALIXILIARt VALVE, ARRANGED TO CLOSE IN C�+ARACTERI,I • ' ' AND INSTALLATION OF NOT MORE THAJN 500 FEET PER MINUTE OVER ANY SECTION PRESENT A SMOOTH SURFACE IV THE AIR STREAM. WHERE BE PRESSURE (UNDER 2' STATIC PRESSURE) SMALL BE CONSTRUCTED OF EXCESSIVE DOWNSTREAM PRESSURE. REQUIREMENTS. OF FILTER. FILTER SI-ALL AS MANUFACTURED BY AMERICAN LOCKING MECHANISM EXTENDS THROUGH THE CEILING, USE YOUNG IN ACCORDANCE WiTH RECOMMENDA K)NS AS OUTLINED IN THE AIR FILTER, THICKNESS AS NOTED ON DRAWINGS. REGULATOR DA.uPEF, OPERATORS OF CONCEALED TYPE FOR DUCTWORK LATEST EDITION OF THE ASHRAE GUIDE AND SMACNA DUCT MANUAL 2. CAPACITIES INDICATED ON 9RAfANGS ARE BASED ON, B. ROOF MOUNTED EQUIPMENT AND UNITS SWILL BE SECTION NO 1. METAL GAUGES SHk� COMPLY WITH THESE NATURAL GAS AT 0.6 SPECIFIC GRAVITY. SPECIFICALLY DESIGNED FOR OUTDOOR APPL.`CAT104. CONTROLS AND INSTRUMENTATION IN AREAS WiTH SUSPENDED CEILING ANO YOUNG REGJLATOR NO. MINIMUM REQUIREMENTS. ALL DUCTWORK SHALL BE SHOP AL, ROOF MOUNTED UMMS SHALL BE DESIGNED FOR USE WiT►, I FOR EXPOSED DUCTWORK. FABRICATED 3. VENT ALL REGULATORS TO OUTDOOR ATMOSPHERE. AND INSULLEO ON FULL PERIMETER ROOF CURBS. ALL A_ PROVIDE A COMPLETE SYSTEM OF ELECTRIC OR ELECrMIC ELECTRICAL AND MECHANICAL CONNECTIONS SHALL BE MADE CONTROLS FOR EACH HVAC SYSTEM THE CONTVA. APPLICATiONS ACCESS COORS C ALL SHEET METAL DUCTS SMALL BE ERECTED IN A FIRST CLASS E. VALVES INSIDE THE PERIMETER CURE. AND INSTALLATIONS SHALL BE AS RECOMMENDED BY AS.14RAE AND AND WORKMANLIKE MANNER. STRAIGHT AND SMOOTH ON THE INSIDE TME MANUFACTURER, COMPLETE WIRING DUGRAAtS, SCHEMATIC A. ACESS DOORS SMALL BE PROVIDED (N DUCTWORK ON TIE AIR WiTH NEATLY FlNtS;IED AIRTIGHT JOINTS. DUCTS SHALL BE LUBRiCAT� PLUG VALVES, SEMI-STEEL ONE PIECE 0C ALL SYSTEMS SWILL. BE PROVIDED WiTH 2' OF SASTEMS, .;'OuENCE OF GPERATTON, MATERIAL !ASIS AN,J ENTERING SIDE OF ALL DAMPERS, AND ELSEWHERE AS RCQuIRED � SECURELY ANCHORED TO THE BUILDING IN AN APPROVED MANNER CYUNORIGIi_ P,JG, 200 P51; w-K-M ACF. IOW VELOCITI' FILTERS, AIR MIXING SECTION FOR FLrt.l OUTDOOR AIR, RELIEF AIR SYSTEM, FULL PERIMETER ROOF CATALOG DATA FOR CONTROLS AND SYSTEMS SHALL BE SUBMITTED. VINO SHALL BE FRONDED WITH SUITABLE HINGES AND LATCHES. FOR ACCESS TO DUCT INTERIORS. THEY SWILL BE AIR-TIGHT AND BE S0 INSTALLED AS TO BE COMPLETELY FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION NO WORK MAY A. 2 IN AND SMALLER: FiG. D-450. THREADED Er CURB, WITH 10 YEAR HEAT EXCHANGER B. MAXIMUM CONTROL SYSTEM VOLTAGE SMALL BE IN 24 VO!TS. ACCESS DOORS SHALL BE OF AMPLE SIZE AND PROVIDED BY THIS BE HUNG FROM THE METAL ROOF DECK_ B. 2-1/2 IN. AND LARGER: FiG. 0-451, FLANGED WARRANTY. THERMOSTATS FOR UNITARY HVAC SYSTEMS SMALL BE MERCURY CONTRACTOR. ENDS. TUBE TYPE. 0 CROSS BRACE ALL DUCT 18' AND WIDER D. UNITARY ROOF MOUNTED HEATING UMTS. POWER ROOF VENTiLATORS F. PIPING E. DUCTWORK SHALL BE SIZED FOR A MAXIMUM FRICTION OF 0.10' A POWER RrTOF EXLAUSTERS: t. UNIT SHALL BE A SING E-PACKAGE TYPE, C. THERMOSTATS TO BE MOUNTED 04 PUBLIC SPACES, SHALL BE OF WATER COLUMN PER 100 FEET OF DUCT AT DESIGN AIRFLOW. t PIPE SMALL. dE BLACK CARBON STEEL. PIPE 2' AND GAS HEATING AS ANANLIFACTURED BY LOCATED APPROXIMATELY 7 FEET ABOVE THE FINISHED BOOR AND 1. T►+C PROPER CORRECTION FACTOR SHALL BE USED FOR DETERMiNA- SMALLER SHALL BE ASTM A-120, SEAMLESS OR BUTT WELDED PROVIDEc POWER ROOF EXWAUSTERS OF THE LOW STERLING, RUNOR OR TRANE OF LATEST VERTICAL PROVIDED WITH A PROTECTIVE .OVER. THERMOSTATS %ALL TION OF FRICTION LOSS DUE TO ROUGHNESS OF THE DUCT LINER. WITH MILL-ATTACHED EXTRA HEA'>;Y TAPERED RECESF'� SILHOUETTE DESIGN. UNITS SHALL BE COMPILE WITH' OISCHIARG£ MODEL SERIES. GENERALLY BE LOCATED 4T OR UNDER MAJOR AIR RETURNS AND DUCTWKURK FOR COMBINATION HEAT NG AND COOLING SYSTEMS COUPLING AND PIPE 2-1/2* AND LARGER SHALL BE ASTMBELT DRIVEN CENTRIFUGAL BLOWER, MOTOR AND DRIVEN, 2. CABINET SHALL BE WEATHER PROOF AND INSULATED. T PROTECTED FROM SUPPLY AIR STREALIS. ALUMINUM OR FiBERC•lASS HOUSING, AUTOMATIC BACKORAfT SHALL Of SIZED FOR THE AIRFLOW OF THE SYST'E'4 W40NG THE A-53, SEAMLESS WiTH BEVELED ENDS FOR WELDING. EACH SHALL BE CONSTRUCTED OF HEAVY GAIAGE ZiNC COAT GREATER REQUIREMENT DUCT VELOCITY SHALL NOT EXCEED i800 LENGTH OF PIF£ SHALL BE L.EGI'3LY IDENTIFIED AT THE DAMPERS WITH SPRING RETURN, PREFABRICATED UNIT STEEL, FINISHED WTT�! BAKED ON GRAY ENAMEL THE D. INSTALL THE NECESSARY SMOKE OR iONIZA>?ON DETECTORS MWNTiNG CURB, INTERNAL FUSED DISCONNECT SWITCH, FPM FOR MAIN TRUNKS AND 1300 FFM FOR RUNOLlTS FROM MAIN MILLI PAINT, STENCFAC;, OR RAISED ASS OF CONDITIONED AIR SECTION SMALL BE INSULATED WITH I' PROVIDED AND WIRED TO SHUT-OFF SUPPLY BY UMTS IN CASE BIRD AND INSECT SCREENS, KTI RNAL ISOLATORS AND TRUNK IDENTIFYIPK; THE MANUFACTURER AND CLASS OF PiPE. FlBERG4AS'S FOR QUIET ISOLATION. OF SVOKE DETECTION _c. L MOUNTING BASE TO MATCH THE INSTALLED CURB. 7. GAS HEAT EXCHANGER: 2. SELECT EACH I}NIT FOR A MAXIMUM OF 4,000 FPM TiP DUCT SUPPORTS AND ANGERS SHOP DRAWINGS A. A NATURAL GALS FIRED HEAT EXCM WjS WT H: -------- - - 1) 20-GAUGE ALUMINIZED STEEL ClA►.i SHELL HEAT SPEED. POWER ROOF EXHAUSTER SMALL OF. RATED PER EXAAMCA STANDARDS. MAXIMUM NOISE LEVEL RATING OF THE A ALL HORIZONTAL DUCTS UP TO AND INCLUDING 24' IN ITS A SUBMIT THE FOLLOWINGCGEFSr : B. INTERMITTENT SPARK IGNITION WITH PROVEN PiL07. 3. FURNISH THE NECESSARY STARTERS, SWITCHES.UNIT SHALL BE 12 SCONES. GREATER DIMENTK}N SWiLL BE SUPPORTED Pr MEANS OF �' 6'v B. FIRM. THE FULL SURFACE OF INTERLOCKS, AND CONTROL DEVICES UNITS SHALL BE AS A C. SINGLE OR 2 SI AGE/8' GALVANIZED STEEL_ STRAPS EXTENDING THE WHOLE DEPTH 1. MANUFACTURER'S DRAWINGS AND 0ERFO4IMNCES DATA ON k, C. HEAT E72 SIGET? SWILL BE ACTIVE DURING HEATING OF DUCT. ATTACHED TO DUCTS BY MEINS OF SCBM OR RIVETS EOUIPMEN GPEkATION '0 PROVIDE AN EVEN TEMPERATURE MANUFACTURED BY: STRAP SHALL BE SECURED TO DUCTS WITH NOT LbS MAN T►4F1£E 2. DIMENSIONED DRAWINGS FOR ALL OPENINGS IN STRUCTURE. OPEDISR ii TION - WHENEVER r iE ACTIVE (3) PARKER-KALON SCREWS 0R RiVETS PER STRAP 3. DI4EN90NED DRAWINGS OF ALL EQUIPMENT AREAS MIO GQEENHECK D. A POWER YENTOR MOTOR WITH A CENTRiF1GAL END EQUIPMENT 0. INDUSTRIES INC.. SWITCH DRAWS COMBUSTION PIP INTO THE HEAT B. HORIZONTAL DUCTS LARGER THAN 24' IN iTS GREATER DIMENT)ON 4. EQUIPMENT W!RIN; DAGRWS. EXCHANGER, 449 EXPEL THE FLUE GAS TO MAJHTAIN A PENN VENTILATOR CO.: SHALL BE. SUPPORTED BY EXTENDING "HE BOTTOM REINFORCING 5. DIMEN%%ED DRAWINGS FOR ALL PIPING. � - NEGATIVE PRESciJ-Ct: WiMIN THE HEAT EXCHANGER. ANGLE AT LEAST 1 FROM THE SIO£ OF THE DUCT AND JSiNG 6 DIMENSIONED DRAWINGS FOR ALL DUCTWORK. HANGERS OR STRAPS FROM THE ANGLES '0 9�IQDING E A HIGH TEMPERATURE LIMIT THERMOSTAT WITH Ii 657C CONSTRUCTION ABOVE. AUTOMATIC RESET TO PREVENT THE HEAT EXCHANGER � 7CT' AS-86,NLT DRAWINGS FROM OPERATING AT AN EXCESSIVE' TEMPERATURE. GREG' N �rF1 ,fie ' C D00WORu SHALL BE ADCOUATELY SIDE-BRACED TO PREVNT 3SWAYNG. A THE RESPECTIVE M CfANCACONTRACTOR SHALL FURNISH ONE 1 SET OF REPRODUCIBLE 'AS-EIUILT" DRAWINGS. THE CONTRACiORS O DUCT WOCEItS TO BE 8 F7 APART ON DUCTS HAVING P SHALL INCLUDE ALL DATA, DIMENSIONS, AND CORRECTIONS CADDFILE: BPTE-MC4.Dw' DAAENSK)h LESS TWw 14' TO 48'. TO TUE MrLAR ORAWTNCS TO FORM A COMPLETELY ACCURATE 'AS-BULT SET OF ORIGINALS'. BRAHMA PREMA 'ADA TEMPLE/ASHRAM E DUCT HANGERS SHALL. BE 4 FEET APART ON DUCTS HAVING A 11515 HALL BOULEVARD TIGARD, OREGON 97223 DIMEWIION IN EX ML OF W. 9 pWXI UU%R ACCURACY OR DESIRED rOR LOCATION OF TITLE: UNDND SYSTEMS THE ORIGINALS OF THE 'AS-BUI;.T' f ERGROL F. EACH SFCT04 OF DUCT SHALL HAVE AT LFAAST ONE (1} SUPPORT. DRAWINGS SHALL BE THE PROPERTY OF THE OWNER. A REVISED AS PER CITY OF TIGARD i M E C H A N I C A L REVIEW AND COMMENTS GENERAL NOTES SAY o['�� I 0 C2- 9-01 ISSUED OR BUILDING PERMITS I BVL T- REV 0A E DESCRIPTION B` �- -- - '„ '� __j scke SAIF owcs rye. REVISIONS �- -> a/moo�. 4�a, -Q^ I p M - 04 A .y F M 4�NIViiwYjp'6144+.414EC5YI +y1�FrN191'iM1Si�IN.�'�'+411 ':)I�f��}k#tD�1"�1?��►�f'Mnnf!owMalti r:�,MIb: . I!$tN�a�''�'^ ns•rT..www ...r-... I'.•H-,rnf'► �11A1itlll W ,.,y,, i •e ' . i •. '. .... .. _ rr.� -w�..,...r.nw �.-,..:,r.wiwr+�+'usn+... r�1'�W+,+w.m... ,. .. .... ., ,. a r.P'r_ . ♦. .N.I�+ .'S�1'44�IwYM S.Rb�*IIr�`M'�I� .. I..,vNro n'�Slt. srtltiht,r:�Itr:t;Pit',li'I t.,,,,r�r• 1 It t i Lt 1 t }I ii 1 1►fill IH t !01 1111 1 t IH fl 1 t Il}H{i Illi VIII ilii 11lIUIiI:;'i I ' I i +I' IT „•,�, '"' �' ,. I.EiT Y sTltP 1 11 l i 1� I 1 I I ilpll I I i, I ,. 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I ' i ou i ---- ,-, '-I � —� ('— i LL05 R �- o fill i IIWU 'o y Y r o I � 1 - ---------- ---- I i - -_ ----4. • ! i 4• KW I _ ► UFS I FD—�-- LL01 ' UP TO FD 'S T, UP y I j T: UPPER I 'i T LEVEL 1001/h 4 K.W J I i LL02 JP TO FD ELEVATOR % - -w4aSG�1S Ct4 p Q, I MACHINE ROOM WOMEN'S UP LR FTID D _ i LL06 LL07 J 00 -- O I C2> 2" VENT-UP- (3) 2 VENT-UP Ion i n ° t . ° ° � , X - ---- - —-- -- - - - -- - --- -- - - -- - - - - — - - - -- -- -- - - -- — o o o - I I LAUI�KiE AREA o f o — - - l_L11 f� '4'W AA$AST E UPLIFT❑7EDFD CL 4, 4' WASTE-UP _ i i 2' WASTE-UP I G SAN fl - —.,� { - 4' WASTE 4' WASTE - S 7DIl1T 4' UP TO FD UP TO FD I L 08 \� I I � — MECIIA�MCAL AND 02CTRICAL ROOM - -- ----- - -- -- -- i ELEVATOR __._ i �L�i , I 18" x 18• x 18' -- puTu /" ! v, ( 4' - CONCRETE SUMP PIT I 09 ^ I , _ i -- j C2) 2' VENT-UP I • �1 4, L-4 — _ _ ---— SAN - -- - ------ - ---- - -- - - - - - - -- - IFJ2" CW-UP6 - - -- o 4' WASTE — 3' WASTE 5' c� -- -"� (3190 S,F,) , COATROOM D UP TO MR Q 4" DS--UP ---- "' 4' WASTE— , ( I (2070, S,F,) I LL10 H UP TO IFD /� ' -I 4' CW-UP---/ 1 I EXIT y1 - -------- - �' - - - — - I ----- -- -- ----- -- - - - —=r=- --_T -- ---- - -+- - —� - Pz - - . I I 4 K W ---- -- L__ _^ I 5' STORM (3980 F.) ' 6' SANITARY — - SUN1l COURT SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS FOR CONTINUATION. 1 <3) 2' VENT-UP- � I EL. i,-) 0'-6"' FOR CONTINUATION. --"---- -- GRAVITY FEED TO SANITARY MANHOLE , � 4' _ 4' STORM (3190 S,FJ l 1 SAN - 4 I SAN — -.-_ --� SEE CIVIL DRAWINGS \FOR CONTINUATION. 36' DIAMETER - _ — _.—_�_ i__-._ ' _�______a__ 2' DOMESTIC COLD GREASE BASIN (GB-1) / W ER SE IC COLD ,� � WATER SERVICE. SFE CIVIL DRAWINGS FOR CONTINUATION, 4' FIRE PROTECTION e - 4" ST,0RM "(3980 S.F�,> 4' FIRE PROTECTION — — - _ ONTINUATION• - __-_-�- WATER SERVICE. SEE CIVIL DRAWINGS FOR CONTINUATION. _ 'CADDFILE: DPTE-P-01.11)'N'; pno'A —� _ BRAHMA PREMANADA 'TEMPLE/ASHRAM NORTH a:i 1 N�� `rS� - -- _ - rIGARD,HALL11515 BOULEVARD 97223 UNDERGROUND PIPING PLAN_ 65770PF r TITLE: — -- - SCALE:1/4"=1'-0" (FLOOR EL. 0'-0" 217'-0" USGS) '� 03-11-02 REVISED PER CITY OF TIGARD -- "GON REVEI.W AND COMMENTS -- — — UNDERGROUND PIPING PLAN (� 1•'�` 0 02-19-01 ISSUED FOR BUILDING PERMITS BML 4y ; REV DATE DESCRIPTION BY ------ -- •-- —•-- — TR. _ DATE SCALE SIRE _ DWG. NO REV REVISIONS DR. R.P. DATE 8 De_11/4"=1'-0' D P - 01 A DR. BML CATE 7/15/00—^ .. 4, "F,r."'FMf4ldAl .fi4btj',+aa:!1h"••cIdyMM!aeaayt}M+r+. . ..:.r.wx tlreawrrirrsNA wt' -e Q�lk7/IlU�1t�kSllYaty? 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F WINDOW ,I B I o LW02 I r r : I - ; LL01 ® I Y I STAIR UP TO UPPER LEVEL , i AND SINK�ffwwpw -� • _ I L1.0 I " ' 4" WASTE & VENT, o 3 _` �� `2" CW & 1" HW-DN N Z l - ® 2" WASTE & VENT, MACHINE ROOM -� (5, WC-1 F _ - o i i i 3/4,. CW-DN I LL06 - WC-1A c a LL ��xx 4" DS-UP o 0 0 0 N�G � d 1 I / -- - - - - - - -i-- -�6�0 S.F.) - - - , -- - - - E - - --- - - - -_ --- - - - --_ - - i ` I HOT WATER RECiRC. ` 3/4' Y�F 1A PUMP (RP-1) YxOM ARKA (3) L-1 � - - - - -- - J � LL 11 � - -2' VENT--DN ... _ I 1, I '114 \ �--1.@ I -- - - - I • I - R - - o Z, ILL WC 1 DOMESTIC WATER i Z� !� +� — LL081 „ HEATERS (WH-'i) , I 6 FLANGE FOR - — — - FIRE PROTECTION i I 2• -- 4" FD-1 I L 2' VENT-DN ^� `n �� 2 4'_F�� 4• I RV V L09 �. _ I j MEC WIM Mq ROOM I I ,- �., • �' R j j L L 11 3/4' _ 4' VENT-UP I 2 Y - - - - - - - - - - — —-- — .� rr ! . I I � � — � �., • 4 FD, of ' 3/4' H & CW-DNDS-UP TO RD o ( - j i ---- - ---- – — I O ! 1 -1/2" PUMP MAT ROOM 2Ul5 T ! DISCHARGE-DN LL10 I F IT #1 —�-- -- - - - - -- -- - : � • I — rl I I - DS-D N I 4--AD- 4"1 � I I 5' DS UP ( ELEVATOR PIT - (2070 S.F.) I i " CW-DN _-- _-_-- -_-- (3190 S.F.) — __-- -- I SUMP PUMP (SP-1 r I 2 D � � �� I - --- I _•_�__ - I 5' DS-DN �-----REDUCED PRESSURE SEULNKEN � BACKFLOW PREVENTER (-1 0' -6 I ! �QNq N�6��`1tS,'i 85770PE DOUBLE DETECTOR CHECK - 41 ~-�' OREGON I r:a 1 ?cP� ASSEMBLY W/ METERED BYPASS � NORTH I f EXPIF�ES. LOWER LEVEL PLUMBING PLAN - ------ ` ! SCALE:1/4"=1'-0" (FLOOR EL. 0'-0" = 217'-0" USES) CADDFILE: BPTE-P-02.DWG BRAHMA PREMANADA TEMPLE/ASHRAM 11515 HALL BOOLEVAP.D 11GARD, OREGON 97223 �fITL.E REVISED PER CITY OF TIGARD -J aI ' '' A 03-11-02 r o02-19-01 REVIEW AND COMM NIS _- LOWER LEVEL PLUMBING PLAN r a laf 84 y 'A^ E a ISSUED 0 BUILDING PERMITS 9ML pL�9 rJ TE SCALE —— 5 T� — a DIYO. N0, REV DATE DESCRIPTION B" �• DATE --T-- 1 r OR. PML DATE"�16/QO iJ P REVISION) CK _ R.F_ DAZE B 00 1 /4"=V-0" ///� j 'r�' Jr167 , Ii$• �r. 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'- 7,. .. •... .. .. .. .a r, i^kti i�`', : i v fI bo°II 0•—_~0 0�Uo �� - ...,,U�1I ��_�--�-,•r��-�---- �- --__- --!--"eiAl•ra—w"vrp..:..iT,.aI'i.II --yt ---- ------------------------_------t-5-II'- ---V- --- ----- I uli ul� II-I-II -- I t1/2" /,.2s..-" EXPANSION jGiNT SHN SWNE 10 - - - - - - - ---I- - - - - - - -- - - - - - - - Fil- o ---------- -------------------------- --------- --3"- RD /\---1 -- -II IIIflr�-0 (205 S.F.) U c -- , s - - CDI � ' g .7_. ."«.—. ...- MONUMENT ONUMEN- T PLATFORM DOWN TO LOWER C-, 4' LEVEL 4" VENT UP TO 4 X 5VTR io 4' DS UP TO RD--1 Ul u.j PRAYER AREA 3&- (1 60^ S.F.) 3 DS UP TO PD-1UL01 ST/ ST AXIS UL02 EA 0 4' VENT-DN , aDS- DN 3'—, (1660 F.) 4" MONUMENT PLATFORM ull EAOR o3 RD-1 10 (205 S.F,) 2- 1/2VENT UP TO 4.— R3X 2-1/2' VENT-DN �� 1. 77 7 5" DS-DN (3190 SF.) iI Pilo r NORTH ROOF DRAINAGE PLAN SCALE:1/4"=1'-0" CADDFILE: BPTE-P-03.DWG BRAHMA PREMANADA TEMPLE/ASHRAM 11515 HALL BOU4EVARD TIGARD, OREGON 97223 R ITY OF T!GARARfHI TECT O REVISED PS REVIEW AND COMMENTS ROOF DRAINAGE PLAN t. 0 02-19-01 ISSUED FOR BUILDING PERMITS BML REV DATE DESCRIPTION BYTR. DATE R.P. DATE SCALE s,ze DWr; No 3ML DATE 7/15/00 D P - 03 AREvIsloNs 1/4"-1 0 ........ ..... is I Ili LEGIMILITY STRIP Gn111117t. ID I l 1II III f! 1A I 1C` 11 12 10 1I4, 17 0 21 22 l3 4 28 8 27 29 202 � LL1_ J I • i „• 30 .s F r 4 d L yy��yyy , d - , p,, �4 � 1: ,-• .:c • .�,.w. ^t � ., � - tile+"".. --.. 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F. ) (830 S . F. ) �- a - � I ROOF 0 N '! I I EXHAUST HVAC UNIT 00 400 RD- 1 1070 S. F. ' 3" RD- 1 ( ) , o - --- - -I - ; ; - - - - - ! (830 S . F. ) ( I – - - - - - - - - - - — — - - - - - in ; - - - - HVAC UNIT 2430• I ' ROOF HATCH I I 7 000 , � - � , • 1 l _-------- _ ------ -------------------- - ------- - - I --- -- --- - r , I - --- -`OVERFLOW------------ 1 L�_, 1 r-- \------ - OVERFLOW - - ------ --------------------- \ ` ___-- SCUPPER `__i SCUPPER ------- \ -- - - t I i I I L--------------j \ I --------------- I \ I t 857'OpE �� NOR1 H r GON ; rl P ROOF DRAIN LOCATION PIAN � t• -:---^ �- SCALE.1/4"=1' 0' I —_ -- — __— -__-- CtDDFILE. BPTE-P-04.D'h'G _ BRAHMA PREMANADA TEMPLE/ASHRAM '1515 HALL BOULEVARD *IGARD, OREGON 97223 TITLE --- -- ----- - 0 REVISED PER CITY OF 'IGARD REVIEW AND COMMENTS _._ ROOF DRAIN LOCATION PLAN 0 02-19-011ISSUEDFOR BUILDING PERMITS BML c REV DATE DESCRIPTION BY 1R. DATE SCA.1 WE Dwcaev- PEVISIONS DR.- R.P. o TE e ,s o�0 P - 04 .II. (.,_..'..-111111 ^pl,.+t;rws, ' I I r„ I a to w IIII I I I1 f l l l+111 1:1111 1�Yl� atM%41WQtlq�n I � � � � f � Ii ! 4t Cfll I I 11111 Iltl fill Iill Iflflllil Iltl IIII IIII fil! III! II11;1111 IIII IIII lI11 IIII IIII Illi ,I II I i Ilil I� � " LEGIBILITY STRIP M� o � � 3 � c -� �0 1 1 I>tZ iI3 II I �-, ,, � � I' 'I I;,, , ' �2I�11� F9 �Il OVT.1cm E' 9 20 21 2� 23 24 25 pO 2 . i' L I 1 1 1711 . HOW 7c till 111,L101 1111-1444111.111.11 ill 11 ul "11111 Jill 111111 I'lx I _ 4+irM+P whWWwat.�*»r •,.was t. ,wM+w+ ww•_n,nv...uyw rrr Fr Wf; aNA�i s► rrNfi+«et�NNI rJQ aWlUew.i Kaa ww �M11' ' 1M�MgMkAMan hiM�lltkd+W'*41Y'NIMrIN�rllkM� >�LM1i1Mle��,Y�1'AIiM!'�MAi�M'+a� 'pN9µ"-. ,_ , , ;a r1 i �I 1� 1 f rq' GROUND LINE ►LUMBIMC SPECIFICATIONS MANHOLE \ PLUMBING SYMBOL LIST _ FRAME f-ON017IE'+S PRIOR TO YORK CAULKING TO •'ONF�iN Tp FIRE PORCELAIN INTERIOR & LID - -`- -- - - - CONTRACTOR SHALL BE RESPONSIBLE FOR 10 PROVIDE ALL HOLES. SLEEVES AND G FLOOR DRAIN (FD--3), ZURN I UR-1 - AMERICAN STANDARD NO } iYMiOL DESCRIPTION VISITING TME SITE AND VERIFYING ALL CAULKING FOR INSTALLATION OF THIS ZN-1901-0(-4-25 NICKEL BRONZE GRATE. 6341.132 'ALLBROOK' WALL HUNG — — -�---- '--�— -- ElJSTING FIELD , SEDIMENT WCKET, URINAL, SIPHON JET V1TH FLUSHING RLN, 3/1' INLET SPUD SLOAN REGAL RXL-166-1 ` SUBMISSION OF IS BID RATING OF WALLS 8-1/2' DEEP WITH 12' X 12' SQUARE TOP FL.USH VALVE RIM HEIGHT 24' ABOVE FLOOR \...... / j \�\--/// 9" CHECK VALVE UNDERGPOUND PIPING d CONTRACTOR IS RESPONSIBLE FOR 1 PIPING SHALL BE ABOVE CEILING AND 16 PLUMBING FIYTURES' \ \\ COORDINATIMG HIS WORK WITH THE WORK GEAR ANY EXISTING PIPING, LIGHTING J UR-2 - AMERICAN STANDARD NO --. l� Of ALL EITHER TRADES AND MAKING ANY FIXTURES, DUCTS, ETC A FURNISH AND INSTALL PLUMBING 654113e 'ALLBROUK' WALL HUNG — L s UNION -- —ST - -- -- STORM DRAIN URINAL. SIPHON JET WITH FLUSHING RIM, •. NECESSARY MODIFICATIONS TO Hit WORK FIXTURES INDICATED FIXTURES TO 14' INLET SPUD SLOAN REGAL RXL-186-1 AT NO ADDITIONAL COST, INC_ JIMU ,'LL 12 RUN NEW WASTE PIPES AS CLOSE AS BE FIRST QUALITY, CONNECTED. FLUSH VALVE RIM HEIGHT 17' ABOVE FLOOR PRECAST ► ' ► —'� -� ----1 - SUBSOIL DRAINAGE OFFSETS POSSIBLE TO UNDERSIDE OF FLOM SLAB CLEANED AND READY FOR USE. 77 r- •� — AND VENT PIPING AS LL03E AS POSSIBLE TU PIPING TO BE PROPERLY SECURED TO CONCRETE A. 5" RP RECIRCULATING V 'ENT 3 CONTRACTOR cKkL BE R-SPONS16LE FOR SLAB ABOVE VALLS AND STUDS 11 TRAP PRIMER' MIFAB MODEL NR-500 ADJUSTMENT RELOCATION „F Ai.r EYISTING MINOR PRESSURE DROP ACTIVATED BRASS T4AP ► I SUSPENDED PIPING SEAL PRIMER WITH 1/2' INLET AND OUTLET 4' PUMP M P INTERFERENCE S INC"DPNG CONDUIT, 13 fOTN EXACT LOCATION pl' PLUMPING 8 PROVIDE TRAPS AND SUPPLIES WITH RINGS ,• -- 2 HANGERS, ETC, AT N0 ADDITIONAL COST FiXIURES, REFER TO ARCHI�'ECTURAL STEWS, MAKE ALL FINAL CONNECT'!ON i PLANS AND ELEVATIONS TO EACH FIXTURE 18 HANGERS' A. ' ► _ — I BALANCING COCK ASSEMBLY 4 ALL WORK AND MATERIALS SHALL BE IN A. PIPE HANGERS ON HOT P!P',46 TO BE I 2 -10 ACCORDANCE %00 LDCAL CODES THESE 14 INSULATIEIN► DOMESTIC NOT ANZ COLD C WC-I - AMERICAN STANDARD NO ON INSIDE OF INSU'_ATION, � r CHECK VALVE CODES SHALL BE FOLLOWED AS MINIMUM WATER PIPING SHALL BE INSULATED WITH 1' 2257103 'AFVALL EL IE' WALL PRECAST CONCRETE 2'-0" '--«1 :% CHECK VALVE PROVIDING HIGHER GRADES OF MATERIAL THICK 41 DENSITY, GLASS FIBER PRE- HUNG VATER CL']SET WITH SLOAN B. PIPC HANGERS ON COLD PIPING TO RE ► - - COLD WATER AND WORKMANSHIP WHERE REQUIRED BY FCWMCD. ALL PURPOSE FLAME RETARDANT ROYAL NO RXL !!S-L6, 1.6 GPF ON OUTSIDE OF INSULATION ,4' •, �' FLUSH NO VL I �� _1- 'HESE DOCUMENTS PROVIDE ALL IESYS JACKET WITH BUILT-IN VAPOR BARRIER lJ '�l I BALANCING GATE VALVE REQUIRED If LOCAL CODES D VL-IA - SAME AS VC-1 EXCEPT RIM 6" DIA SLEEVE _- 15 PLUMBING MATERIALS ANY ACCESSORIES HEIGHT SHALL BE SET 18' ABOVE OVERFLOW TO FLOOR DRAIN VALVE HOT WATER 5 ALL PERMIT$, FEES LICENSES. APPROVALS FINISHED FLOOR AND THE FLUSH 4•" DIA CAST — -0 - C — D — HOT WATER RETURN AND OTHER ARRANGEMENTS F']R WORK A SUSPCNDED WASTE N+D VENT PIPING VALVE SHALL BE SLOAN REGAL NQ. ` SHALL BE OBTAINED BY THE CONTRACTOR PIPE 3' AND LARGER SERVICE VE,IGHT RXL-114-16 IRON \ S" I PRESSURE GAUGE AT HIS OWN EXPENSE HUB AND SPIGOT CAST IRON PIPE 2y' AND SMALLER STANDARD WEIGHT E L l AMERICAS STANDARD _ FLOOR 6 SUBMIT ASSEMBLED PRINTED INSTRUCTIONS GALVANIZED STEEL PIPE OR TYPE M LAVATOPY111BACKMOUNTEDEOVERFLOVD — CLEANOUT, — SANITARY WASTE FOR lrt( OPERATION AND ►AINTCNANCC � COPPER WITH CHICAGO FAUCET C0 METERINu •, ST ST STORM DRAIN / DOWNSPOUT EACH ITEM INSTALLED ALU G WITH FAUCET WITH PUSH LEVER, NO 333-336 ��1 fQu1PMENT CUTS AND CONTMOL WIRING B INTERIOR HOY AND COLD WATER . — -- +-- ---- STRAINER DIAGRAMS DISTRIBUTION PIPING, 3' DR ALL LAVATORIES FOR ADA SHALL HAVE ADA PIPING DETAIL FOR WATER HEATERS SwALLER - TYPE L HARD DRAWN VAOTECTIVE DEVICES ON THE (RAPS AND -- COPPER TUBING OR SCHEDULE 40 SUPPLIES TO PREVENT BURNING AND TO — �— — 7 SUBMIT EQUIPMENT SPECIFICAT,ZAS FOR GALVANIZED STEEL. 4' AND LARGER - CUSHION IMPACT •• I - � THERMOMETER REVIEW BEFORE PURCHASE SCHEDULE 4U GALVANIZED STEEL N HB-I .- WOODFORD MODEL 1.60 ►• 4'-f) NOT TO SCALE UNION fROSTPROOF WALL. HYDRANT 1117H A 1'-0" VENT 8 CONTRAC TOR SHALL GUARANTEE ALL NICKEL BRONZE BOX AND LOGSE TEE KEY j _6" —— ---- -- — --- --- -- WORK AND MA'ERIAL FOR ONE YEAR AFTER C IN ALL CASES WHERE COPPER PIPE INSTALL DOUBLE CHECK TYPE BACKFLOW COM►LETI(NN AGA,N%T ALL DEFECTS OF COW/ECTIDNS ARE MADE TO PIPING PREVEN7ER ON SUPPLY LINE TO 3'-0" ► ---:}; HB HOSE BIBS/ SILL COCK MATERIAL. EOUIPMCNT AND WORKMANSHIP 00 ANY ITEMS GF EQUIPMENT OF WALL HYDRANT, •- DISSIMILAR METAL, PROVIDE G EvC-: - OASIS wODEI PRAM WALL S ►• 9 PROVIDE ACCESS PANELS FOR ALL VALVES DIELECTRIC FITTINGS OR ANY PIECE OF EQUIPMENT WWF,N HUNG 'HEELCHAIR DRINKING VATER NECESSARY TO LOCATE ABOVE NON- D. BAIL VALVES FOR SHUT-OFF SHALL COC.EA WITH STAINLESS STEEL FINISH ' ACCESSIBLE CC,LINGS SUBJECT TO THE BE AS MANUFACTURED BY H MR - FIAT MODEL TSB-3000 24' X 24• 1'-O" ► APPROVAL IF THE ARCHITECT NC MILWAUKEE OR NIBCO TERRAllO MOP RECEPTOR WITH 6' DROP ABBREVIATIONS EQUIPMENT SHAM., BE LOCATED DIRECTLY FRONT AMD CHICAGO FAUCET MODEL • I ABOVE WALLS E FLOOR DRAIN (FD-1) ZURN ZB^415 911-IS FAUCET WITH ELEVATED VACUUM ►, . ►, . ►. ►, ►, ► ' . AFF ABOV: FINISHED FLOOR WITH POLISHED NICKEL BRONZE TOP BREAKER , F FLOOR DRAINS KF11-2)' ZURN �- I AD AREA DRAIN FLOOR AND 415--l-9' GRATE V WITH *ECESSED.SET SM WITH 5" I BS BAR SINK BFC BELOW FLOOR GRACE CI I CAST IRON CW COLD WATER GREASE _BASIN DETAIL TN DOWN NOT TO SCALE — DS DOWN SPOUT DT DRAIN TILE EWC ELECTRIC WATER COOLER j FLEV ELEVATION FD FLOOR DRAIN 4"x5" VTR 3"x,1'• VTR GS GREASE SEPERATOR HW HOT WATEP _ ROOF �` � r HWR HOT WATER RETURN J Z' VENT INV INVERT — — — ftp DRAIN W/FUNNEL —� IE INVERT ELEVATInN UV LAVATORY ." SUMP P U P \ MR MOP RECEPTOR 4" 3"� DISCHARGE \ OHIO OPEN HUB DRAIN OSD OPEN SITE DRAIN 2" ELEVATOR PIT RueOFoouT�IBAsIN Erwc FLOOR SS SERVICE SINK �I SH SHOWER SK SINK Lt:i:� 4" WASTE s solL UPPER LEVEL UR URINAL _ _-- --- r V VENT �4 -- --�� -- — -- — — VVTTR VENT THROUGH ROOF �Z— — — REFER TO UNDERGROUND 4"7 2--� r I PLAN FOR ROUTING IN WASTE We WATER CLOSET I ELEVATO ' SUMP PUMP 2— - t--2'--• 2"" SUMP PI, FUTURE 4" I I �V 1-AV I I I I INC WC I I I UR UR INC WC WC WCI WC — WC WC _TYPICAL ELEVATOR SUMP PUMP DETAIL F^ 2" 2" MR �„ _2„ _ 3" 2" FD 2 FQ` F� F� LOWER LEVEL � � NO-: TO SCALE T. 3' 4 -r- 4" 4'-j4" 4"- 4 R SANITARY TO CITY MANHOLE ALITARY`WASTE & VENT PIPING RISER DIAGRAM SCALE: NONE d: ; a�o,Yd � �Tl�I1� brrlpl} :•Y,1�. �� 1 EQUIPMENT SCHEDULE: PRESSURE REDUCING VAkVE-� HOT WATER SE7T TO A MAXIMUM OUTLET \� RECIRC. PUMP (RP ,4jY PJ 1 t` PRESSURE OF 90 PSI 3/4. VACUO WATER HEATERS (2 REQUIRED) GAS-FIRED, 50 GALLON GLASS-LINED STORAGE TANK, — BREAKER _ —2. 3/4' EACH RATED AT 98,000 BN/HR, TO DELIVER 95 GALLONS DER HOUR AT 100 r- T-- -- — —_—_ DEGREE TEMPERATURE RISE. RHEEM MODEL NO. G50-96. T a ,�;' F 6' FLANGE FOR �-� ---T---�.__--. —r.---1 — --F--_ __— - - �t1 f4 I FIRE PROTECTION ' --t �- I L- L L-i 1/2' �4- Lp�r 3/4. 1• HOT WATER RECIRCULATING RUMP (RP-1): INLINE PUMP SHALL BE REDUCED PRESSURE — RATED 5 GPM AT 20 FT. HEAD, 1/6 HP, 120 VOLTS, SINGLE PHASE. C+r ' ;-I. �-BACKFLOW PREVENTER 1 1/2' NAT 65770PE I tie 3/4'- 3/4' �( LAY �y LAIC Lgy LELY 3/4" CONNECTIONS, ALL BRON7E CONSTRUCTION. Vl � � �C 1 W!. 2•_ I I/2' I 1/2' 3/4' - ?/2' 3;4' / �._ �-- 1 n�FGnN` 4' DISHWASHER r ' _ Ljl I tl Jt l — V 2" CW SERVICE - "+� 1w6' FROM CITY MAIN Lax, 1" W SERVICE DOMESTIC WATER T FROM CITY FIRE INE vyta,,' HEATERS (WH-1) CADDFILE: BPTE—P-05.L.NG 6" DOUBLE DETECTOR — - - — I CHECK ASSEMBLY BRAHMA PREMANADA TEMPLE/ASHRAM Iy 11515 HALL BOULEVARD 11 I DOMESTIC H T 8� COLD WATER PIPING RISER DIAGRAM TIGARD, OREGON 42223 SCALE: NONE - -- -.� - -- -- --- TITLE: --- PLUMBING DIAGRAM k - - SYMBOLS AND GENERAL NOTES Vii.: A -- REVISED PER CITY OF TIGARD REVIEW AND COMMENTS r 0 -02•-19-01 ISSUED FOR BUILDING PERMITS BML. q rQ REV DATE DESCRIPTION BY -- DATE _ _ SCALE _ S2E owc N0 I RF, ` 1 — - ----- --- CK —R.P. DATE SZ-100 �!'-------^ P EVI S_ 011 DR BML DATE 7/15,'UO A - � — 411}} t .. , .. - '.. -' � .;�.„e .,._._._. .. ,,.— ,,.–"«..,.....n.•.++.v�e•«n".,.w�r«rr'.+Yw9Y+'^nr,,...,,-. cq4 .. 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