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11065 SW NORTH DAKOTA STREET-5 1 k Ti ST 4.d I ,_A 016M9 r *,*OF FFTHE ,---'HUR.CHOP JESUS CHRIST TTER-DAY SAINrI S _— - - W 0 74 DRAWING INDEX r N � PROJECT DIRECTORY _ W W �C PROJECT CONSULTANTS STRUQTUBAL tJ A H T T�1T STRUCTU A N INFER: CS Cover Sheet S-1 Foo*ng6Foundation Plan _�3C IEC ER10 Lee Ruff Stale Architects Walker/MUoret0[Y0unie,Inc. Me z er r s ■t g S-2 Concrete e S-3 Roof Framing Plan a l7EVELOPM�L1 T 5285 SW Meadows Rd., Suite#340 215 SW Hooker Street o SI E Sr4 Ceiling Framing Plan 6 Beam Schedule Lake Oswego, OR. 97035 Portland,OR 97201 S-5 Deta9s cr 3 684-4747 15031223-0555 SD-1 Ste Odin Plan 3 150 1 SD-2 Site 5-a g S'6 Details FAX(5031(3884-4749 FAX(50'1223-1025 ____ _ _ _-- - -__ _ __r_. -_- - SD-3 Site Utilities Plan S-7 Details SD-4 Slfe DP_tailS S-9 Trussed Rafter 6 Hip Beam ^ Fr,�tjA.N1Q_AL ENGINEER: �IP]CAL ENGINEER. 0 SD-5 Ste Details S-9 Trussed Rafters u` rr 3 Pareclete Engineers,Inc. Athay 6 Associates,Inc. • • � 0 com • SD-6 Site DetaUs S-10 Trussed Rafters t�.l � ,2 vi S-i i Steeple Elevation 6 Details One Columbia River, Suite 200 9013 NE Highway 99,Suite R SU 7 Electrical �.�+e Plan p W *- ® 5-12 Steeple DetaOe Ln Vancouver, WA 98860 Vancouver, WA. 9666.5 12061 695-1397 12061285-2456 LANDSCAPE: FAX12061574-0209 ----- - ---- --- -- - L-1 Landscape Planting Plan PLUMSIN I vC TANT• 11065 SW NORTH DAKOTA STREET L-2 Landscape Irrigation Plan P-1 Main Floor Plumbing Plan D Qli p _4E_S� Nsu_� L Paoletti Associates CIVIL ENGINEER: L-3 Landscape Details P-2 Upper Level Plumbing Plan 1'IG A RU , OREGON L-4 Iffigation Details P-3 Enlarged PlumbingPlans 5263 South 300 West De Haas 6 Associates,Inc. ' P-4 Plumbing Schemes Salt Lake City,U T. 84107 9450 SW Commerce Circle, Suite 300 (801126+~-3605 Wllsonvf0e, OR 97070 I 5-M N1 _ P•5 Plumbing e s `,�,1�, .- r r.- ....I 4 .,�1 rt , ARCHITECTS AL: FAXiBOI l 2621-6122 15031682-2450 s _ t s�Sv, _ FAX 5031682-2451 1 • �,� � r-- S`' `n US, < a - s, : _ � � a A-1 Main Floor Plan LIECt�ANiCAL. ( `- : �nrc►av- 1 1 a = -- '® . - - N > j �. A-2 Upper Level Ce3Dng Space Plan M-1 Main Floor Mechanical Plan 4�'f� t'L ' 1, < " 4 M-2 Upper Level Mechanical Plan LANDSCAPE AfiCHITECT: :� �o �° �N A• s .M S A-3 Exterior A !t �: it - A-4 Exterior Elevations M-3 Enlarged Mechanical Plane 6 Sections �, \ ;: t ,-- ,� " - t �I '�. M-4 Enlarged Mechanical Plans 6 Sections Chris Freshley _ 1020 SW Taylor,Suite 355 `� } k I ` 1 - c I c �* '( A-6 Buil Plan �' � ; � - { � A-0 Building Sections M-5 Enlarged Mechanical Plane 6 Sections Portland,OR 97205 : �ti• '�; `' M '° I M 5 Rehigerant Details U � w >sN _ ► M/ A-7 Buflding Sections 15031222.988! L,u✓ < _ A-6 Building Sections • 9 M-7 RetN Brant Isometrics y c �-� ,`: r (i r �• - - Mt3 Mechanical Details M FAX15031224-7069 `'ter SiTF_ :a ^ -�ctr ` �' ` - - - �5 -- t 7 • A-9 Exterior W 9Q Detaib +�--, _ r > _ p : •' i 3� I A-10 Miscellaneous Sections and Details M-9 Mechanical Details - w •4-d , � o.•;,,� , x M-10 Mechanical Schedules w = < ---P 1 s ar t s i a A-1 I FM1ish Schedule t ` ,� A-12 Door Schedule 6 Window Schedule M-i i Controls �- sT� N ! } � �`1 ``� // y: • ! SVV ► .R �. M'12 Controls Hiro is �. 11J t� > I "'/ i A-13 IrTterior Door Deus Yn �► '` w 1. .°, 5 / Z SW �; � � � � r A-14 Folding Partition Detafta S Mtsc.Details M Q Controls 7� ►,GAR , A �. \ ''• ;�' ( >< ' �' r �� \,' F �'� s • • N '� r _ �w A-15 Folding Partition Detaft �,•s�, ` � a tt .� � 4 �w A-16 Reflected Ceiling Plan ELEQ.IB1CA ..1 ? ' _ A-17 Enlarged Rostrum 9 9 W tt7 •, S*w5-.I z f, E 1 Main Floor U htfn Plan r�- _ �" �`w'' ' c,►�Fj� r� •� +� 1 �, Uj 4 N _•� A-!8 Omit E-2 Main Floor Power Plan (�� (� Q N •u ��'cVOO.uO�J : 1-10 C k i ST -T ` z'0 ` M ,f .�<..„: •ems>•A�. - _ _. A-19 Omit E-3 Upper Level Lighting 6 Power Pian I. -co Sw -� 1 :l ° A-20 Enlarged Reaftom E-4 Schedules �i ��.1 I-' � ••: L �s a "�� w5- •11 141111114 04 I ;; A-21 Enlarged Restroom E-5 Schedule,Diagrams 6 Single line Diagram �] LU�— ; N6 < L y ��"•\ � r y yL . RA _ k = ",�:' A-22 Enlarged Serving Area E-6MaMainFloor ElectScal Pkn 6 Notes(Sound) i = Q W OL S _: '', QP �,',.• w ! F A-23 Enlarged Materfai 6 Custodian Areas E-7 Main Floor Reflected Ceiling Plan tyDetails ,.� _ o _ A-24 Enlarged Bishop 6 Clerk Offte (Sound) 0 S•',°� 5�,;. ,,•: �, • , �-T-�- A-25 MlsceltisneouaL7etais N U CG A '_� •� , A-26 Mslk sceneous Detaffm f-' rA { . 'r•- •�' .• ;� .�.;� Y ,: �N :;' 5w cRR,s.v,cw o 1 A-27 MisceDaneousDetails SOUND: cr W ` a y �, Y ✓fir r ��, ti iw�VANF/� 51 '1 A-28 Roof Detafls ES-1 Sound Equipment IS,Riser Notes LLJ O --'1, A-29 Ouside Storage Building E5-2 Remote Control Systems L1S W_ Z NORTH (� U U FURNISHINGS: V I C I N!i Y. MAP F-1 Main Floor Furnishings Plan 6 Schedules PUBLIC IMPHOVEMEN { S: ,� Ln TS Tills Sheet -- F-2 Rostrum CaseworkE]evations 6 Details C.1 Plan A Profile l._J j LnNO SCALE F-3 Rostrum Casework Deteis C-2 Plan & Profile a CD C-3 Details G 1 < CU lam. SYMBOLS LEGEND PROJECT SUMMARY' - h? - — C OF PGARD -0--DETAIL LETTER Conditonally Approved .................................... DETAIL (APSITE INFORMATION For only the work 3 de crlbed in: f--SHEET NUMBER SITE COVERAGE (FIGURES ARE APPROXIMATE) PERMIT NO. _ 4 Q2 9Z See letter to:Foliow .. .....................I...............[ 1: f g -SECTION LETTER LOT SIZE 4.71 ACRES 205,295 S.F. Attach.... - A-f U •�-- ......................................... . SECTION SHEET NUMBER ( ]: TQ-TAL BUILDING COVERAGE 16,591S F. 8% Job dre DETAIL REFERENCED TOTAL PAVING COVERAGE 31,000 S.F. 15% By. _..__.___.._..._._�__- hate: �S 534-1555-77-1 SHEET REFERENCES C FROM THIS SHEET TOTAL LANDSCAPE COVERAGE 157,705 S.F. 77% CLOW -~ROOM NAME PARKING I � 117 ''�ROOM NUMBER STANDARD PARKING SPACES 170 97% W� ROOM TITLE M43 APPROVED COfv' 4CT PARKING SPACES 0 % THIS IS TO CERTIFY THAT THE STAKEJMISSION PRESIDENT 4 d HANDICAP PARKING SPACES 6 3/° DOOR DESIGNATION ° HAS REVIEWED THESE. DRAWINGS AND SPECIFICATIONS 's AND FINDS THEM ACCEPTABLE AND IS iN CONCURRENCE. TOTAL PARKING SPACES 176 100% I N Y 0 I L �j BUILDING INFORMATION WINDOW D E SIG N A TIO N -,- --=-=- 1 w I A f---ELEVATION LEITER FLOOR AREAS: STAK,l1M1SSIONPRESmEtvT DATE 1 0 MAIN FLOOR AREA: 16,311 SO. FT. t ab SECOND FLOOR AREA: 2.985 SO. FT. FIEVIEY&JI FOR WNER BY ELEVATION FO(VIEW) B A-2 ­"HEETNUMBER1 1._ TOTAL FLOOR AREA: 19,296 SO. FT. I SEPARATE STORAGE BLDG.: 280 SO. FT. ELEVATION IDATI.'M! — 100:0 BUILDING HEIGHT: ~ ROOF RIDGE: 28'-9' ABOVE FINISH FLOOR ,r �' d /1::, `n STEEPLE: 69'-8' ABOVC FINISH FLOOR - I v TACKBOARD (D2 AREA ARCHIT CT L�aTCHALK / CONSTRUCTION TYPE: U B.C. TYPO= V ONE-HOUR OCCUPANCY CLASS: U B C. CLASS A 2 1 SEISMIC ZONE: U 9 G. ZONE 3 LOCATIOV- FULLY SEPARATED '3) SIDES BUILDING USE: CHURCH MEETING HOI ISE NORTH DAKOTA, 11065 GOVERNING AGENCY CITY OF TIGARD BUP 93.0057 1993 EDITiOi U.B C. 1 OF 87 STA TF OF"OREGON :993 EDITION k. * OF gnaw , r pii�Tj1 �.. 1 1 1 1 1 1 1 1 1 i l lI T 1 1 1 I � 1 1 1 1 1 I-�TT� 71111 � T � _ ' '; IF THIS DOCUMENT IS LESS ' I I T1�� 1 �° 11 1 1 1 1 l I 7TTIITP 1 I 11 I 1 I' � ' �� �� , /� 1995 1 ! j LEGIBLE THAN THIS NOTATION, 1 3 4 J 6 - - g I _10� 11, 1G� I NUGUST 30 IT IS DUE TO THE QUALITY OF — �411111111111111111 _ - _. _ NO�eTHE ORIGINAL DOCUMENT. �9Z Z {�Z I E Z 1[Z GT 9i ST ETZ [ Tt t EiG 9 9 II I�� III�11 1fi111�1111111a111 ililllllllll ►�il ►►I�►►1 II►iI I�u 111111'1 I1►�I111 tl►I�1111111i11�1 it 111 i1 4 l it I I 1 VR N 00-03-35\ W 486.69' I I � C ' 12.5_' f 0.5' 32.0' hQ ✓s S D-5 1 , ' --- — LANDSCAPE --14_0 T + 1 - -�--- m m __--�--- I Z I — ^ H I I { N 00-36-12 W 44.58' i Sp-6 25 I �'T-- _ TYP. I I �=-- � � I I _ L i ' - - -- - - - � �''� Sp-6 6 cp ---4 --- -- 14 36.0' ]] SP. @ 9'-0 '99'-0 * 27 I I o 18.0 24.0' 9.0' 72.0' " Ln o __- — a ______ i 3 X i �I '� I ' F" No uj Lai S D-6 i Q1 - --- H 15 TYP. , SD-6 — ff I SIM. Ir cO I / r _ _ { cc u� LANDSCAPE -� -— -- G - --- - _ - -_ _ _ SD 6 STORAGE 1 I Q o fff o _ I cr SD-6 I 1 T ASH. ` I I O TYP. 15 LIJ-7 ---�7=-j I u- 1 I I W LL Q [n 1 1 I lJ � G r 471�'Ai�t_fl'� PACK-II�}� DS ` o �� i l= In �n SD-6 ---- __ 1 -- rfrFw TYP. - 8 SP. + I]16' 0'ACCESS PATH=78'-0' 15.0' 12 SP. +,(2)6'-0'ACCESS PATH a 120'-0' `_ -` 24.0_ I TYP. _-_____ __-----.______-------.__� -__ .____._-- ----_--- - I m SD-6 C'S I I 20 rn I I -- - – N SD-6 TYP J - - -- _ - 19 I ' • ; . :- •..Q• • � ' - • ,� '. 'a . • �— ` - —' I � — . � ;-- . —_—__ I I Cly .' T. 1 F' i d 8.5' 13.5' -- I 'D..6 SD-6 in /�� m F 7.5'R SD-6 i I �-- I TYP. cii ✓o� SD-5 - LANDSCAPE, ; w r = { 1 UJ CD17.0 5.0 in 1 50.U' 6- 9.0' — I I U) U) r-- OD � H Q N 22.0' 18-011 4'_�,I - ID'- O I .: I 19.5' 0' 1 o Z LANDSCAPE 2j. Q'��. { I N Q �(iS * - -- -- Q 0- F,F. 214.00' I m I I w _ �I �"� cucn I ., U) 1.L I G__ m I Q O : 1 — SD-5 - m I 1 I n i W • Z I - _ � { CL I �, , SD-5/ SIM. a — I I l7 w Q o in z _ En _- 7.0'--, ui ai �� co _�_ - -- -- ---- U in cc LANDSCAPE SD-5 - ----- i I ® n in - ' - TYP. LL -- -� -20.U' 24.5' f7`0. ., E - - - - - SD-5 ,a _ ui -- � ' 73, yzv { 2 —_ 23'-;P. @ 9'-0'+(1) 6'-0'ACCESS PATH =213'-0' _ -_-- o I I Cu 1 I -- --- - ]3 SP. @ 9'-0'_11T-0, 26.0' - - -- -- - ---13 SP. @ 9'-0'= 1 f 7'-0' Q Q - - ----�__ --_ .__.. �— — — ---- --- --1—J ._. L7 O ----e —_ - - -___ ----- -- -- C SD-5 lu II O C , , m o ' LANDSCAPE SD-5 ' d \ {UA cu ., ., — =_-- - -- ----- a S 00. 3-15 E 546.7'7' 0 w a \� o LOS#539.1555-77-1 SITE PLAN � NORTH 0 5 10 20 30 50 SCALE IN FEET BUP 93-0057 SDo NORTH DAKOTA, 11065 r. 1 2 OF 87 M+�NIr COPYRIGHT LRS .z,IryG�rr 4 r„ .„, ;ke, •..xrroa,uunaMwu.�rr IF THIS DOCUMENT IS LESSrJ]l- I � TT ! '''""'""�"•'�”" +� _ LEGIBLE THAN THIS NOTATION, �1 � �� - 4 1 � � �I r�11�T , � � 10 � I 1 1. �12 AUGUST 30 19951 ---� --- ? -._ 8 1 _ I'1 IS DUE 'IO THE — --.� QUALITY OF' No.se 'I'HR ORIGINAL DOCUMENT. �til d-111,1111J, &T ZT lill TT T 6 G 9 S I II Illll I Ill �II� I Illl�llll JII�IIII IIII�IIII IIII�III III�IIIIIIIII{IIIIIIIII III !1111 �� ss�� IIII�lllllllllllllll .. IIII{1111 IIII�IIII IIII�I l l ►II � i �Illl lulll� I�J�IIIII� II �i N 00-03-35 W 486.69' �--- 219 �` �`\ • / • / I 1 R) V �. ft) SP1 U w I3 a a �r w 3 tie 2/7 • • • • / N ch in - - - ----- __ m I 0 N rc= 21754 -- --- -- - -_ - _ _ • • _ -- --- --- -- _---_ - LEGEND I m o° 3 h N TC = 216.78- I � TC- 2/6.02 Ar, 2/3 05 / � TG' - To o! Curb � y 1 4�b • • 49E }ti I _.f- p TC_ 212 75--- S/W = Sidew+v/k X ^ h � •. TC _ 2/6.9/ \ TC = 2/6./4 -- • �`' TC = 2/5.72/ ,h / , 1 I v 20' I J 1 C 2/6.84 216 TC = 2/5.99 - / TC = / �-- n, = 1 N 00-36-12 W 44.58' W � in _ TC _ 21 69 / 2 2.72--2 ' O/W Diivewr�y - - - - - � U7 �, TC = 2/7./4 ---- 196 / TC= 2/2.87 _ = ' P - FbvemenJ I rn I TC= 2/5.0.3 - _ C _ Concrete 1 n TC= 212.B8 IMP � TC = 2/5.97 zewsling Trees Remain _ G = Ground 1 V m _ ?17 4 q TC= 2/6. /� 215 rc = �4.94 /fC = 2/2.98 �� ' FF = Finlsh Floor w �X TC .= 2/2.,3 ( w a 3 TC 2/6./5 \ TC = 2/5.64 196 , TC= 2/4.64 2� � � � � o TC'= 2/6.04 TC= 215.55 - - --___ - _-- � Tc = 2/2.2/ \� , V? _--_. - Tj/ 2/2.98 I w \ TC= 2/4.8/' • _ % TC= 212 B TC= 2/2./5 N I /,,0- / TC= 214.86 - Splice 20 d;a 1 TC _ 2/ 3 �, TC= 5.53 _Grate - 2/4./9 • .• • • 2 6rale = 1221 ��, 2-•� hoops u ---1- ' Grave/ 7 s 215 /E= 21/.69 • -�/ • IE.= 9,7/ l I ' U � • • / _ _ I I I q Cr TC = 2/4.56, I f---_ - I I q Construct.%on � , I L= - ---- --- _------- -= T - - Entrance / I 6 /TC= 2/4./2 C_ 2/2.06 / t ISee Delai/ 1 / - - -._�_� --- - - • • • • • F-F --- ' 11 ' Q Cro \ t " TC 2/4.13 ,�,5 , - - - --- ---- - ��� • __ - TC = L'//.9/ 2/2./6 �' 0 Shee 1 50-4 TC= 2/5.30 TC= 214.58 � • TC= 2/155 TC = 2/2.74 _� � I 3 TC = 2/4.43 �' • • • - '1 ---- C I C o 1 15 - • 1 TC = 2/3.87 TC = 212.47 C = 2//k- ,59 21171 I 1 TC- 2/4.37 - C = 2//.59 _ • • -TC = 2/3.76 -t- I _J Y � TC= 2/4..53 TC= 2/3.4/ - � ' TC - 2/2 362 if I I - T- C = 2//.49 TC = 211 ' � U_ Cl - _- _ -__-- _ -- _ , T __--- TC = 2/2.35 - TYPO I prate .md frame - Q- I 3 Q rC= 2/4.40 6"PVC 5 = 0.054 �2 - - I r2 required per inlet) ` i + 1 w U_ Q � TC = 2/3.48 2 TC= 2/1.70 _- , Na 1 W �- Uj M o�w= 2/5.76 / ' '� -- rc = 2/4./3 2105 for detail i TC = 21.310 W = 2/.3.00 213 rc = 21189 i s I J ¢ cA TC = 2/3 5? i -� /TC = 2//.5 !%a 96 PLAN B - TC = 212 85 TC = 2/3.50 � TC = 2/2./9 Q � rC 2/l.02rc = 213.00 ` �-- 5/W= 2/2.57 8'•X 6"90' Wye TC = 2/2.2/- S � O.U0440r- TC = 211.32DiW= 215 / _ --- - __ - -- rc= 2�?.?_2 '�3 - siw= t/2.75 /E 8"= 20740 - /-. . --, - -+ TYPE M-0 TC = 2//.80 �� rc r 21133 I Grate = 2//.60 ---��` � /E 6"= 207.48 Grote = 2//./8 `� 2 TC= Z/O.B7 /o- �' �'~ 1 Cancrele CY Corr. /-r , 2 a //E= 2'9./O /E - 68 l /E- 206.B9 meta P; 7 ' 103 LF R" PVC S : 0.00800 /03 LF-,-1!5r'PVC 5 = 0.00800 - 5 LF IC ' PVC �G= 206.83 1 5/W= 2/ .43--5/{��= 2/227 y _ ___ ---- -- ---�---_._----- 1 _J_7TH�11_�Y��pe7 ----- _.. -_- - _ - - - - ------- ----- _ � -� ----�_- _ rC = 2/0.75 O 044 " ' - - 2/3/4 4.. µ,1'e �� 6"PVC , TC = 210.45 a F i 1 8"X 4'_�e - -- a - -- /_ 2/0.67 _- ---- - -- ---------- - - •TC = 2//.83Ln S/W= 2/4.43 JE= 2 � --- I I N i 5/W= 2/2.2 LF 4"PVC S = 0.0090 8 X 6"90. Wye lE(R.D.I = 21P,50 rC_ 2//.65 /� .. TC = 21/.53 ...r. i 5/W= 2/2.37 / -� .5/W'= 2/.1/5 IF 8 = 208.26 � ?/3 �,, i 6" nj� C,. •-� �-� � IE z 208. TC = 2/1.59 - ---- - - /E(FD.)= 2/2.0 "X " g• 10-•4 Bars 1 12_'t ..� (� I �- /O B Re* I /E(R.D.)= 2/2.2 G= 2/3.50 �'t� r+ W rn - - 2/3.50 - L.P_ _ H,P __ \ /0" . , I O B 90 Tee 6 c f 5/W= 2/4.00 / /E/O"- 207.13 � p B'-5) �, _ 20720 " I I 4"PVC /E(FO) = 212.00 4 /E .D.l= 2//.72 5/W_ 2/4.00 / Roof Drain H.P. �400fDownspoul 210 G = 21350 / 2�0 � SECTION A-A � � � U7 3 2 / _ m/n. s/o I __ �'� (ryp.l /� 5/W_ 2//.7/ G' I I Z Q cm -_ 1 5/W= 2,'4.00 �'/W= 2/3.82 ti _ Q r+ o W 5/W= 2/3.67- / ` '---i 1 - 1 I _ /E(RD.) = 2/2.50 C= 2/4.00 I o O ,D ' 5/W= 213.55�� 1 `I ,,Z I �` __ 4"ABS fer�� Pipe C = 2/3 B2 / � � C � -� �6' Cr ` Foundallon Drain �� ( , w < ' 2% /% m/n. slope / ti `O ' C, , _ Q Z T I � J F.F. 214.00' // / I ti 00 --� 6.L 6-�-- r 1 L _1._ 1 I / 2 •4 bars • IP"t • " T `, 1 m ~ 4 Dors s /3 t (V I ~ 5/W= 2/4.00 / / 5-5 -�•� I -•.{ 6 I Q -''� i F•-2'-IO'--moi , cn _ 5/w= 2/3.55 I / lE(R.D.) = 2/2.50 C I 1 / Q , SECTION B-B SECTION C-C W " Z I 51µ = 213.67 I / j 4 PVC 5/W= 2/4.00 1 123+ 4•. ' Wye 236 i 59 \1 c i I V 4"90' Wye - 210 ) /% "In. Slope -_ /E= 211,50 I Uj /E(RD) _ ?.//.73 (R.D.) = 212.5c �/ T c S 7ORM DRAIN OUTLET 1 1 ypr o/o/l Connect to 4" 45' W ' 6 G .= 2/3.50 Equip. fbds Foundation Drain ---' J'e / N. T,S• I 'D /E= 210.67 Z T_ 5/W.- 2/3.50 �� /E(FD.) = 2// L.P. 1E(�D.)= 2/2.00 HP. l G = 2/3.50 �''� --� I � I � w U _ 5/W_ 214.00 05 2/3.62 r 2/350 296 I �� � 2/. .5 296 213 -' x_20 LF 4 PVC Ov, I 5/w= 20.9 56 - 1 � I � O S/W= 209.30 r _S/W= 209.56 �� 5 = 0.23700 5/W= 2/,'1.90 ----___.__ ' ---5/W= 209.48 1 O 20 LF 4"PV = 0.53/820, - -- �__. - i �/ TC= 208.47 I / S/W= 209.32 5/W= 209 7B.-, 2/0 1,I' f�5/W= 208.77 r.s-- /E= 2a5.BB C. TC = 208.05 /2 Erosion Control 40' I/!/�° Vert. Bend 0/9 / TC= 208./7 5/W= 20 / IE= 206.76 � _-_ 20 LF 4"PVC /-- _ _ 236 ____- //y�• wrt. Bend_ � SedimentoJion Fence S/W= 209.30 -- - _ --_ - _ ___ - / TC= 208.05 3� 10.5' /O' 4_5' 2' /O , 44 LF 6"PVC TC= 209./7 ' 4'"Reducer S/W= 209.75 209 0.696 S/W : 209.0/ 5 : O.O/000 ;- 6"90' Wyle3 S/W= 209.70/� 1 01 I 5% Max. I I, c_ TC = 208.TB /E 4"= 204.88 / TC= 208.83 2 j ti fbrk/ng 1 -- --- � lE 6"= 204.80 TC = 209.67 I .____� � (� 3.l Mox. /5• 3/ 3./Mox. I 1 _ Lot T -^-^-�- --- TC = 208.7511---56 / TG= 208.53.--- I / (� Afe41l�+4 # LF 6"PVC 5 = 1_205000 / DIW 208.91 �J� C TC= 208.47 I 1 Tc = 207.88 _ 208 1 r Za 2 ' 2p8 h TC= 208.47 2 75 LF 4"PVC / Curb TC'= 207.7/ �`'~ � TC= 208.79 ---✓ _ � 5 r �7 05000 rC = 206.97 � i p� D/W= 208.3// , rC_ 208.5.5 _ ------ '� /2",� 4" rC = 206.95 � � Exisl/ng Ground V ' --- ------- TC = 207./9 36 x /2"Eccentric TC = 20B.77 � - � / '/ /£/2"= 202.68 � - -- - / TC' .= 208,11 / TC = 206.55 I 1 2UB Grate = 206.57 / Reducer TC = 208.47 iE 4"r 20� c 0LF 6"PVC /E= 204. /E- X0/.80 X05 201 JURFAI.�E WATER OUALITY DRA/NAGE SWALE Z r V_ - _ SCG/e.• 1" - /O' (n M I LF 36" ASTM -C- i'6 moss I$' 5 = 0.005 ?08 7,9 LF' /2' PVC 5' 6 LF PVC 39 LF VC I I J U 1 C'ETENTInN P/PF. ---- O6 _ S r 0.00500 , i 111 ONE- °C N o 63 LF 12"PVC _ / N Cv _"-'}"� 205 Icc i Mwm20P 12 X 6"90' Wye � IE/2"= 20175 36"" 24 Tee w/24" - S 00'-03-15 E 546.77' /E 6"= 2q�t7b Rlser 8 SId. M,,'!Frame 8 Cover -�. - ' w z TBM R.R. Spike% _ /5 LF /?.. " PVC Bi°i/?C'fj/71(l'rh! `� -/ / J w o ,i E1ev = 206./6 12"x 6"Reducer The N. W. Corner of John L. Nick/in - LUS#E539-1555-77-1 l' x 36"Eccentric D/lch/n/e1 � ��. / `l2" "0'P Wye 0.L.C. No. 54, / !/?', Bross Disk Reducer 8"x 6"90' Wye , _Exis!/ng Groves /E 12"= 20172 Stomped- "Washington Counly Surveyor" /E 202,47 /E 6"= R0294 /E'x .03.06 / Road /E 6',- 20/.97 in Monument Box. Gmte • flow line = ,?03.73 f- - - NORTH � IE 8"= 202,B7 Po//ur;on Control Manhole Elevation = 229.26 � - NORTH DAKOTA, 11065 / See Detall on SD-4 Dalurn Cily of Tigard SDD BUP 93-0057 � /E MW = 20/.66 "- 2 3 OF 87 - - 1 - - - - - - - - _ _ _ _ /E(ou1/ .- 20166 - - - - --- - - - - --- - - -- - - - - ___ .. _ Scale: l"' = 2C�' .. - _ .. . .-.. _ _ w_.w _ w .. _ w w - w - - - - - - -.. _ - - _ • _ _ wsw w _ w _ �� - _ _ w .�.- li - - 92.191427 COPYRIGHT LRS 1 r 1 I I TL1 Y f1 . ; + IF THIS DOCUMENT IS LESS ���,1 �� 211 Tj TTTT TIT�T T� STT TT �TT� 11T�1 T� TT 1 Tjt �T �T� n[,� _41�����_-II--- 6 � 1 I I �1 I8 I J . �10 I � 11 I � 1 AUGUST 3(J 7�7 st LEGIBLE THAN THIS NOTATION, _-_---I _� _-_�-T-____ ' • IT IS Dl1L 'I'O 'I'IiE QUALITY OF -- - -T-- --- 1� - THE ORTG1NAL I)OCUMIN'I', T---6-C-11-- T� I ZT - - .- L l-I-llZ 3____ - - Z T T1-III �llll �il1l �ll1ZII11 It11Vilt,111411711 I I8111111GIZ il11 ZI6B�I IT �I Found 5/8 p •rte Properly Corner- - ---- - - -- - - ---- - - -- - -- ---- - - -- - - -- - N 00-03-35 W 486.69' 7 I Q � 5 L_Aj :z (01 k -- — -- ---- —___——_ _ ----- — — - - I , Q ko h W 1 STANDARD TWD CONSTRUCTION NOTES r I vQ �� v 1. An estimated 12% of the water eystew costs must be on deposit G J G nl prior to beginning construction on water i I I 1 I 1 a Tigard Water District (Tl1D) stamped approval 1 nes, and to receive 00 I plans. P on construction I Z4j D M `V - I1 30 2. The contractor shall maintain one set of TWD stamped approved o (!� plans on the construction site at all times, pp N Oo-36-12 W 4 V)~ h J I 4 _5A 1 _ J --- 3. Curbs must be in place prior to installing water mains. (N/A) - — _ 4" m 'n^v 1 I 1 4. i,a"A fY TWD 46 hours prior to commencing construction to set �I L.. C);'' I up a pzuu,.r.atruction meeting. Telephone 639-1554, v � r 76 Exist. MH i 5. All work shall be in �ccnrdance with AwwA standards. I O•- I /E in r� _ U -o - 204 56 b f ---� 6. All work will be inspected and appLcvpd by TWD. OuQ /E Out a 24756' 1 �� -`_ --- I 7. All pipe and fittings shall be ductile f_ I LlJ wx iron, cemen lined. i y ^_lose 52. i � U) v W I � 6. ,6PeoYi3�4beminusngravel Ductile Iron, O I for all water mains in street w 1 I and rights-of-way. I Y � 1 Exist. Power Po/e � 9. All valve operating nuts shall be within 36" of finished grade, o be Relocated ' otherwise valve operating nut extensio,tia will be required. 1 U 10. Poured concrete thrustblocks of at least kl square feet of W bearing surface are required at each tee, cross, and bend I _ ---- -- location. CO I _ cc I - 1 11. Fire hydrant assembly consists of all 6" MJ x 6" Fig tee, ❑ 6 Fig x MJ gate valve, 6 MJ x MJ t-ilding spool, and a Modern ' Q I Mueller Centurion fire hydrant, A-442, 6" MJ, 5y" MVO, 3-port - _ I (2 - 24NST hose connection, 1 - 4� " NST pumper) , 1S" pentagon 16 MJ x 90' Bend w/ operating nut, open left, color: yellow. En 3 -—T-_� Provide 4"Min. Clearance Thrust B/ock 8 6" i \ _ -- -_�=- 1 12. Each fire hydrant_ shall be installed upon a pre-formed concrete Above Storm Drain - Gale iia/ve __ — — -- ----' block with Ih cubic yards of crushed 1 "-3 4" dr I , ❑ y / . sin rock. Q 14 2 * 2710 \ f\ I Tarpaper will be laid on top of the drain rock to separate the x E V 'x 2"MJ Tee w/ c' Top w/ Thrust Block /O'Pub/ic Water Line Easement ���//J i Orivewoy - _ _ - -- - _ - - - /� I --- LF / rock from earth cover. I L� Q v 6"D/ 4' - — - __ 13. All sanitary sewer lines within 10 feet laterally or 3 feet 1 W 'i" a ?2 I 1 233 LF 6"D/ - - - - " - vertically of a water main shall be encased in ayreinforced ' W U �" m m SJo. 2 . 3/.40 -Class 52 �- > -D,/, Jo Copper Adoplor C/ass 52 - concrete jacket �;" thick for a distance- - _ Jo Existin 2.. Corp. Stop 2„ T „ . _ - - - -- - - -- - - - - o 10 feet on both --I Q � Nin Cor,nect 6"DI Q1 aides of the crossing. Where crossings are necessary, they must be made approximately " p N , at a roximatel 9� with at least 18 of ae aration 1 g 6.. Type KI Copper 6"Fire Hydrant Complete below the water .line. Provided by TWD L ( 1 Wo1er Line -� — 2" Water Meter ( 14. All mains shall be tested at 15o psi for ne II I _ 19 49 , I I (1) hour with a Fr See Sheet C-/ --'� Th/LSJ B/OCk - maximum loss of 5 psi. Static pressure - 90 psi. 45' 3 Bar I OFor ConneclJon _ , 15. All mains shall be cleaned and flushed with potable water. 1 etO/l I I � � �-- ------------_- . -`_- ---� --____-�_ -_�� _ _ -- I_ _,-________ ____- � _ -- prior. to disinfection. bacteriological teats will 0 by TWD. 1 be taken 1 - --- - - ---- - -___-_-__ __ I 16. TWD will install all copper services and sampling stations prior Line Fiom Corp. Step to Me/ei I - , to blacktopping of streets. Mater meters will be installed y 1 , 1--- 5' �- `1 , TWD upon individual request and Meter Bar and Meer to be 9 payment by others (owners) . I I ' Installed by TWD. 17• Upon completion of installation of the water system,2 BO Service COn/t I or owner shall advise TWD of thq total aonetructiem, the contractor /E (Exist. 8'J = 204.93 - ,.'PVC ASTM 3034 SDR 35 - -- 2" �,�/ which will be added lOi for TWD inspections, on costs _o I S = O,Qq/3 365 LF 4,.SS - 1 whichadminill be sampling, p , water loss, overhead, I e S : t C_ /D I 1 including "as-built" drawings, updating21 omaeter.nmaring review, 1 See Sheet C-/ Q I I /E = 208.40 maps, etc. p, intersection 1 . . . I I c Cunnectlon 1br 1 Irrigation / I ' I iSee P - / for Continuation � I i I I , _ Z I HYDRANTS TO BE MODERN MUELLER CENTURION A 4 42 " I '-' Z i 3 POR TWO 2112NSI'PENTAGON OPERATING NUT HOSE CONNECTION AND ONE 41/ T _ �, , 6 MJ,3 I/4 MVOco I 11/2" , OPEN LEFT COLOR , YELLOW2 NST PUMPER, I cn 1 . 1 >_ 4 For Nark !n Pub//c � Existing I�bwer Pole iRight of Nby Ll.) ' �� be Re%caled. 1 See Publle Warks I Point of Connection 1 BEHIND BACK OF 1 tZ i CURB,AND/OR I r Plans W 1 1br Power 8 Telephone CURB, BACK OF F.F. 214:00' I I 1 See SD-/ - 1 SIDEWALK I Q 1 2'-0" W —I ►-, II 1 CE 1 O 1 2 � � Far ConlinuoJion ,— � CAST IRON VALVE W110 — Q --See SO-1 -- 3"OR (g' BOX ASSEMBLY cn I ~ I r LESS I See P - / for Continuolion , \ MIN. i09 Gos Pipe Size fro4 m. Morn to 1 I PAVEMENT I � I Meter os Reqd by NWNG ( Gas MeterIt L] ` I 1 I s\ - _ I ' -COVER DRAIN ROCK I � � ,Connect/on to Ex/sJ/ng Gas � � Sr_Z ; LJne by NWNG J / WITH E ORTAR APAPER C FLG x /$2 36' OF �,,..� S _ --- I B CKFILL MJ GV �!1 3/4"-0 I 3 I MIN. 1 U I — - _ I L 6"MJ x MJ (LENGTH SAS`) HOLDING MAIN WITH MJ x 6"FLG TEE (SEE PLAN FOR MAIN SIZE) 4"x g"x 16" CONCRETE BLOCK 1 1 1/2 YDS OF 11/2"- 3/411 DRAIN ROCK i I I STANDARD FIRE HYDP►A(�T DETAIL -- Catch Bos/n (Typ.) - -------- 1 1 TWD DETAIL r'40. 101 I I I ' :- --------T ----- --- -- -- V O Ses Site G -- rodln Plan - --- -- I -_ __-._ _- ----- -- _ 9 Jai Storm Droln Desmon _ - -- 1 I `Ln I Y -- 3 a G > 1 i LT_ 0 � Exlsling Power S 00-03-15 E 546,77' o ,.. �/IY►- -- /e (� Existing Power -- - ---------------- ---------- --- - -- -------- --- -! � li °' Pole Exist. Fire v \ .s Hydrant � U 1 Tj - �IRO LDS#539-1555-77-1 I NOPTH - -� _ _ D NORTH DAKOTA, 11065 - - - - - --.- .. - - BUP 93-0057 • - - - - .. _ - ._.- - 4OF87 .. .. - - .. - - .. .--r.. ! , • MINE ,i, :�2./9/.427 IF THIS DOC _ UMEN'C IS LESS LEGIBI E THAN THIS NOTATION, 7 ----- L��1�1L— � r� COPYRIGHT LRS_V7 4 IJTTTF7 'I' rT 1�' (� I�. r r r T�-1 1 1 rISII'1' ?F DUia 1'O THE QIJALI'1'Y UF' - �� 6 l I I ' ., • I'H: ORIGINAL DOCUMENT. - �J- -' � I � NP. - - �1 . I -- _ ____ __- 1 U 11. T __ _ _ ------ 12 All UST 19 til: � l G 30 95 ILZ 9Z � Z �T 9�i 9I 1'i £i ZI TT T 6 I IIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIlIIIIIIII IIIIIIJII IIIIIIIII IIIIIIIII 1 .I - _; -L 11 9 - 11I111,I1111I IIII � Z (IIIIIIIII Illlllllll II Illll�ul,l �IL11I 11111111I111lliU1Ul � �I � ,� I filter fabric matenal 16' wi•ic rolls , use staples or win,rungs to attach I., 0 r J,fabric Wire � 2'by 2'Uy 19 6..wire ULAJNOTE t I(Y AJ U Q �sr ,. EROSION/SEDTMEN1ATi ON CONTROL NOES fabticsreatuv Drop Inlet TRAP CATCH BASIN SHALL BE with Grate i� �ln ROUND OR SQUARE PER f ;� L/-- ----- ����11����lJUIJ�� GRAPHICAL SYMBOL ON THE PLAN. J Stakes(2'x2"x3') CC x Er 1. Approval of this erosion sedimentation control ESC -I , �Iry��ff1� V V N / ( ) plan dues not constitute c I I I `u _ Q��I.�UUU ���� SPECIFICATIONS an approval of permanent road or drainage design e N -ALL WELDED ST 7 U �l! Ali g g ( i size and location of �- EEL CONSTRUCTION � roads ) 11 lJ lJu IJLuu -l0 GU STEEL MIN. THICKNESS (; rz Pipes, restrictors, channels, retention facilities, utilities, etc. . ____ - R o� -�_ -2' 7 c ` G The implementation of these ESI: plans ant the construction, maintenance, :Oe rseo� - IL) NICK 30,000 P.S.I. GREY IRON HEAVY DUTY CAST IRON GRATE (TENS � Q tJ �; W replacement, and upgrading of these ESC facilities is the responsibility of °DZd�'c� S I I I I -- ,�, STANDARD CAST IRON GRATE -COATED INSIDE 6 OUT w/ASPHALTUM I V Lk tj �0 * :mqb o O, + ................................................................fid.. PA[Nr '^ N the applicant/contractor until all construction is completed and appt;oved ando�qe '? ; N vegetation/landscaping is established. " °Qac I I 6'Max Q ,. ....... I. Qpap uA°,00d°Q,doo ° ° u°�► ° °° ° I I I � Filter Fabric li 3. The boundaries of the clearing Limits shown on this plan shall be clearly 7°o�,C'n� °�oac� a >_ ` 0oQ° ,uvou�p.0ouQ° 2"baaidur esters, � [IL � � lagged in the field prior to construction. During the construction period, o o,dooaoo°o`�a4ou °° i� u stanoardurbencrur � � � �` R no disturbance beyond the flagged clearing limits shall be permitted. The °o U° Q°QQ q° \ eyualauerrulestwl �+ln` I```l D0 14 o d o o a o 0 o fence posts A �A , flagging shall be maintained by the applicant/contractor for the duration of Radius=25'min. Notes the construction . -Bury bottom of filter -- U ¢m 4. �". malenat in b"by 13" PLAN VIEW Clean Pit Run or_ h{loos Cravel / trench C)0 S In,t, GRATE FRAME W (5-- Stakes The ESC facilities shown on this plan must. be •constructed in conjunction with SubgradeReinrurcernent depth �� �� Stakes w all clearing and grading activities, and in such a manner as to insure that ProviderullWitlth �T ---_- OUTLET COLLAR FOR NO-HUB CONNECTUR �< Ceute>,t,le,as Required of ln}Iress/Egress Area' filter fabric Filter Fabric �- 2' 6' DIA. (UNLESS OTHERWISE SHOWN) t o sediment laden water does not enter the drainage system or violate applicable material fU Stspled to _________ , - I (USE FLEXIBLE COMPRESSICN �. water standards . 2"by 2"by 14 ga.wire\ Stakes COUPLING) Y fabnc or equiv. d -� 5 . The ESC facilities shown on this plan are the minimum requirements for •20' min. for single family and duplex residential \, Runoff Water o m = anticipated site conditions. Daring the construction period, these ESC Runoff U m Filtered Water o a J to facilities shall be upgraded as needed for unexpected storm events and to N _..� - ru 6' UNLESS OTHER`./!SE SHOWN ensure that sediment-laden cater does not leave the site. _ '�=����a• mt� WATER Q N I? _� ` SE�c J 6' DIA. (TYP.) (UNLESS) ' 6 . The ESC facilities shall be inspected daily by the applicant/contractor and �J Buried Filter .- _ -" OTHERWISE SHOWN) q a Fabric I SQUARE t7R RnuND 1 SEE Q maintained as necessary to ensure their continued functioning. (min.•I"Depth) SECTION A-A PLAN FOR PIPE SIZE 3 7 . The ESC facilities on inactive sites shall be inspected and maintained a - PLUG- �"�--- 0 W v Minimum of once a wunth or within the 48 hours following a storm event. LE. GIVEN HERE �_.. MATERIAL Y �^ ON PLANS -- COMPRES.;ICN v -- 5' MIN. CAST IRON SOIL COUPLING u- X 3 v 8 . A[ no time shall more than one foot of sediment be allowed to accumulate PIPE MATERIAL within a trapped catch basin. A1l catch basins and conveyance lines shall be ErosiottControl Plans Fi re3-2 Erosion Control Plans Figure 3-9A W u- Q vi ccT cleaned prior t0 h1�ent Fe Erosion Control Plans � NOTE, 1. USE LYNCH CO. CATCH BASIN OR ENGINEER APPROVED EQUAL. p paving. The cleaning operation shall not flush sediment Technical Guidance Handbook Gravel Construction Entrance Technical Guidance Handbook Sediment Fence Technical Guidance handbook Filter Fabric Inlet F3arrier z. TYPE 'B' AREA INC.DRANC. CA SHALL BE ROUND UNLESS OTHERWISE SHOWN, <<lT4 EJ CC (n M laden water into the nownstream system. - 6' OUTLt:7S. GRATES SHALL DE LIGHTWEIGHT FOR USE IN LANDSCAPE AREAS. 9. Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional /� / /� measures may be required to insure that all paved areas are keit clean for CA TC�7 C17MA /N the duration of the project. STANDARD MANHOLE FRAMF AND COVER UNLESS OTHERWISE SPECIFIED 24" MAX. 10. Hydro mulch the following areas at the rate of 1000 lbs/acre with bonding WITHIN STREET t /W_ OUTSIDE APPROVEDBYD 5rRICTREET V ENGINEER - - f CONFORM TO A S TTOP SLAB AND 'M{OS SPLE EC, 4-18NGS SHALL agent: RESURFACING TO BE -T- -OVERFLOW EL. MIN. 3" CLASS "B" ASPHALT ► ` - -- ` ►'•!, 20-5.64 OR MATCH EXISTING,WHICHEVER , 1 g"MItI� -112" BOLT(STAINLESS STEEL) a. Ground surfaces exposed during wet season (Oct, thru April 30) . IS GREATER. TACK ALL EXPOSED • - b. Exposed ground surfaces at the end of construction. MATERIAL. -�- GALV CHAIN • --- SAWCUT A.C. 200# CAP- • FABRICATED CORRUGATED C . Areas which will not be subjected to heavy wear by on-going � ACITY WHEN GATEK '► 3" _� /METAL AS WITH TURNOUT GATE, construction traffic. ,� SIZE AS REQUIRED -IkrIG 15 DOWN , _cam ' GROUT 201•tJ6 y1 / as10CIIFS1111 BOLT CHAIN ► INVERT EL. TO CONC 11. The seed mix for the hydro mulch is a Dwarf Grass mix: '•'%•' i, ilulu-f�-ml � 30"MIN __ , • '•• C� • `��� I�IIC�IA1 Elks Dwarf Perennial R.yegrass 80$ by weight, I I=11�au . • i�I � . ARMCO- -.,LASS A MODEL 160 ►• _- /� Creeping Bed Fepcue 20% by weight, i III IL1 1,, �i/i iy��J� BACKFILL � rn GATE TO BE , . " AV )s rate: 100 lbs/min./acre. I�II- I ',,.'('� /� /ri+E =o q CONC PIPE /Z SQ. Grate - - hr, S IZDO Cf'ft h BBS//1 ' MADE WATER ► IIII- • .' '1/a7 Tey/ Lu TIGHT IN PLACE �+ 7 or approved equalC\J 12. Clear plastic sheeting shall be installed immediately on areas seeded flu •"., . • . ��/� T, 910 tit WITH MASTIC H :'�' /��� O , a FLEXIBLE COUPLING / between November 1 and March 31 and remain on until vegetation is firmly 3/4-0 CRUSHED \�����f /�`�it-' ' 4" rhlCk X Z4"f�UBIG Z z COMPACTED GRANULAR 5 established. ROCK BACKFILL ����,i//\ g MATERIAL ul- f ' COrlCrefP. fid, COMPACTED TO 95% '' C . '- �; _ :j _a / co < 13. Areas which (PER AASHTO T-991 � � \ 'z :o RESTRICTOR PLATE (FOR =_11 �• ":'. Slope 40 drain, /z petit 1 fail to establish ve a_ive cover adequate to prevent erosion ��,,� + FLOW CONTROL ONLY) If- _ }. g q � �I 1, ,�; I f�_ �oadpsi j a 4'-0° MIN. a '' ORIFICE DIA.= 4. I vmwq Q shall be re seeded as soon as such area:; are identified. t .J �� �� �� 3" MIN. - =-nI ._ ,�� moi/ �'i 1 tLtl In •:' . .. . • : ' '� .'. ; V � �� � �_ • 'a a � ;. �,'.,• � CC MANHOLE AND BASE PER STD. MANHOLE DETAIL I p'/'B//l 11/1G ,j'� C//; W _ IIS�II - x 6'M!N SECTION NOTES WI 1- r 1. ALL PRECAST SECTIONS SHALL CONFORM r0 I- tandard ,Votes or. Sediment Fences _ - _ THE REQUIREMENTS OFA.oTM-C-478 ALL x_45 betk>' 4' bi'bmtedDro/n Plpe w :WJ MANHOLE ACCESS FROM ABOVE POURED IN Pt ACE CONCRETE SHALL y�VE q, �I� c°` ? p QQ/00 LJ E -i N N I IIII=1111 28 DAY STRENGTH OF 3,000 PSA. AND 2 TO 4 r1T11'" F t''�r(,0 6C o /17//1 slope i�J SLUMP o Connect to Storm r0/'vh7 01 -4- - _ SLUMP Low Fbh?ls 1. The filter fabric shall be purchased in a continuous roll cur. to length of the tx w ' ' '' � L` ° � � 2. ELEVATIONS OF BASE,LE., r n �- ! ..11�L..1,F �(IlL 1 •_ -� � � 6 a - a ► GROUT AND OVERFLOW SHALL 514 h!InUS 1 barrier to avoid use of joints . When joints are necessary, filter cloth shall o` I . .. ! : BE APPROVED BY CITY. /I' =�T1- ' } i '' grennu/ar I I t , - N be spliced together only at a support post, with a minimum 6-inch overlap, and = ' / � . 10801,/ II ,rA'�s % Cr ' CONCRETE PIPE01:10 _ v _ __ both ends securely fastened to the post. � : . ' ' •� � I CD/1{//lU0/iS -` �,�iilllr_ . � u� -x^ �a with POe I 1 �`�a ',^r(/s `b 2. The filter fabric fence shall be Lnstalled to follow the contours where a ��_ "_I�,. �` _D PIPE BEDDING AND PIPE ZONE INFLOW I I t , ba�Ginq t /E as s/lr�lr n on p/ares 1111(. II Il_ 1i a 3/4"minus crushed rock feasible. The fence posts shall be spaced a maximum of 6 feet apart and LINES - CG�171fa�Cie'c b®ck//// Or Bldg Footing !.lJ P MATERIAL COMPACTED TO 95% Cn WHERE � / driven securely into the ground a minimum of 30 inches . APPLIC- , . undlslarbed &1V1/!q sod - (See Strueluml Draw/ngs� ABLE 4 . • 3. A trench shall be excavated, roughly 8 inches wide by 12 inches deep, upslo'le and adjacent to the rrc.od post to allow the filter fabric to be buried. TRENCH SECTION DETAIL ARBA DRA/N FOIJNDAT/O!N DR�4/N U Cr M✓M Cr 4. When standard strength filter fabric is used, a wire support fence shall be / , PLAN -PRECASTMANHOLEr� Z fastened securely to the upslope side of the posts using heavy-duty wire INGv staples at least 1 inch long, tie wire or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 36 inches above the original ground surface, TWD DETAIL IVO. I03 POLL UT/O/V CONTROL C� 5. The standard strength filter. fabric shall be stapled or wired to the fence, and 20 inches of the fabric shall be extended into the trench. The fabric shall MANHOLE not extend more than 36 inch^s above the original ground surface. Filter. _ _ fabric shall not be stapled to existing trees. (D w. 6 . When extra-strength filter fabric and closer post spacing are used, the wire 3-0" mesh support fence may be eliminated. In such a case, a filter fabric is ---�-- --�+ F-m stapled or wired directly to the posts with all other provisions of the above I Top of curb standard nate for standard strength filter. fabric applying, l_6.. 7 . Sediment fences shall be removed when the have served their usefulpurpose, y but not before the upslope area has been permartentl.y stabilized. 8. Sediment fences shall be inspected. by applicant/contractor immediately, after each rainfall and at least daily during prolonged rainfall. Any required �- repairs shall be made immediately. V) Q Top of pavement to z x CUr,�b cont, � In M Q () flush w/A.C. 1 Q, Er_ o 'H CURB OPENING �' m a v I,1 o ti w ,- �� Q 0 o � L.DS#539-1555-17-1 NORTFt DAKOTA, „065 w4 � D BUp 93-0057 5 OF 67 92.191.427 I F THIS DOCUMENT I S LESS 13�1 r T V___T�j1 1T�T�T�I b TjT(i+T1TTT11 TrITT1i�T�T�T1 1 111 T C1 T 1�T l � 1I I ' I ' � 1 i I )LEGIBLE THAN THIS NOTATION, - 1 ! G___ __ ��t P �1 17 11 I I AUGUST- 301995., _ 1- i _ r 1 IT IS DUE 70 THE QUALITY OF THE ORI.GINAL DOCUMENT. - -- rill, - _ _ E 6Z 11E G �8Z Z Z E Z 1Z t�Z �I �91 GT 9T 19TH brT ET ZI TT �T � .6 G 9 4 �- 1E �I Z IIII IIIIIIIiI IIIIIIIII 1IIIIIIIIIIIIIIIII 111 II�III 11IIIII,i IIIIIIIII II I IIIIII I IIIIIII I1 111 IIIIIIIIIIIIIIIII IIIIIIII I�llll 1111Ii rll i�lll ..II .++ ►I 1 Il�llillllll�ll lIll 11 lI III 1111 '.II II III! �111111IIIIL._ Illlllllillill1111, l�lllllllllllll �- BUILDING EXTERIOR LANDSCAPE PLANTING WALL ISHRUB OR TREE TYPE) 12'X 6'CONC. MOW 6'X 6'CONC. STRIP,SLOPE 1/2'PER MOW STRIP z EQUAL FOOT AWAY FROM BLDG. EQUAL f'-0' FINISH GRADE " FINISH GRADE, ILAWN AREAS) A . EO AL COMPACT SUB-GRADE •. 4 E©. - -� - - ----- -- `� . . /--- COMPACT SUB-GRADE BELOW MOW STRIP U v TYP VJLOW MOW STRIP bD NOTE: NOTE: U v cn clu FIRM TOP SOIL FIRM TOP SOIL d\ S TO MINIMIZE TO MINIMIZE LU 3 a E SETTLEMENT SETTLEMENT 0 LL V-01 w 68 � --� �� _ MOW STRIP S MOW STRIP _ o D �,~ I� o-1 so 1 0 0 ^ ` . SCALE:. i 1/2 - 1'-0 • cc D I SCALE: 1112'- i'-0' C o° '� `� f----- -_-- ---- MTL.HANDRAILING, o` ` ` ' -- ,- ,\ \ -- SEE DETAIL E/SD-5 a U� o°��, • L_ oc4 00 � I� �� ------ --- ------------- -REIN. CONC.STAIRS I � O C�pov Q < • _ 'v • — .__ ._. 1�'� Gu+M o,PE HANDRAIL, Y IE a I oe4 0 0 _ _ �� ��' \ ^ - GRIND WELDS.SMOOTH LL Q -- ---- -- - -- ° ° o °c �. _-_ -_ -_ _.____ ____-__ 6 X 6 W 2.i ;:2.0 WWF -_- N W a N IB °q O �p�oO°ci O°moo � . / — ~ - UL) i �� l -- --_-------! !/2`x.! f/2'T.S. DEPT. � ~-- POST, o°o� oQ --- ---- - — ---_ 04 PARS t@ STAIR --- - J Q (D °c4 0 ` • + \\ 'I NOSE.TYP. o N - --_._____�12'x f'FLAT BAR, CONC.SIDEWALK G ' INTERMEDIATE RAIL RAMP, WITH NIM o ° _ .r�,�- BASE COURSE _�— _ �� ' EXPOSED AGGREGATE w _ ORNAMENTAL VERT.RAIL FINISH --z1/2'X2!/2'T.S. � oo - .• I',►C:•. o ° ° o o a oo°�, :Wl Q - CONTROL JOINTS, �- -- GALV.SLEEVE, WELD 8 �� `� l °apo o O ° cV. TYPICAL ALL AROUND,SECURE B ~ _ ------EXPANSION JOINT, TYP. W/NON-SHRINK GROUT Ln =+: 9,j �' :'• QP'� ,.'. EXPANSION JOINT B - A0, VERTICAL CURB, • SEE H/SD-6 R. -!2'D.CONC.CURB STAIR SKIRT _5'-0'_ 4'-0' I 5'-0' NOTE: * _ - - - -SEE J/SD-5 FOR SPACING OF VERT.ELEMENTS f I CONSTRUCTION SIMILAR AT CENTER RAILING D St3.6 —� STAIR SECTION so-i CURB RAMP PLAN RAILING FETA `t i w M SCALE: 3/4'- !'-0' A CA 4'= D IL Q Cc ---- — SCALE'. i/ i -0 SCALE: i !/2 - i -0 E 0 wZcz Cf) , D r SD•6 !0' Q O 0 J SiM , STORAGE EUILDttVG 4 W Z I' <C Q G .+1 FIN. FLOO'a no712.If C J t t METAL C2 ON J Qt_u IM. SEE SHEET A 29 ' CONT PLATE W/3W X d' - Z V F— 0 r ANCHOR®OLTP O HAW FOR PAMM :K {— '—'' cry CE W "O.C.ICOUJNTER8 MIll _� •rwe PosT l� J 0 H- Llj00 ...,....... � wuw.87 L•OAR W Z H W ' 2 !L_IL_1"L LO D FIAT TYP.TOP t LtJ SDS ._ _ .....;................... -- -- ' w N TFkSH =;= r + TL r.ACK .......- - OOT MO M!M _ p . 4 QtT�,rOQ��J� o Z (n • i V-T HOW MASONRYv -J z U Hum TYP. dJIrPSTER ENCLOSURE W `-' Asi /DDFOR `' V ' wAlls,SEE a`�so a swi. 4 .............._ 2� GALV. -s -s ❑ j C --, +, -------- .. a v r'n TYP ,c�EP7-C Cr4i�*6!~ ca cr �ueRiac Q ,......._ rte,, Q • . 5*-4 HT.00 L MTL. Z ow.wn.�vert o.c. skr'xs'e�v.sn,. �, a - . ...._ GATES.SEI:C3BU-!S Slldl. ........�... TYP.�7 VERT.POT'S �� I PLAN 4TTTTrJ ........ ;..... SPAClDl�ML1Y M K e,aro M SD 6 Sim. - - _ELEVATION �. ,----- WALL w4%4` f 00'-0' Q ' _ ^ IMC GJ , 5'-•0w 5-0 of G N S P LJ OP} �T 9.1 '.`�►•� d.- V � ., raAMe POATs 1/2 -_ u� ,� _ __ q-0s - COTE; PROVIDE TWO GATES AT TRASH 5'-0'a TFiASH ENCLOSURE ENCLOSURE. WITHOUT CENTER JAMB POST ENLARGED SITE PLAN ENCLOSURE WALL f,= SCALE: 1/8'- t'-0' I""I �� 5J9-1555-77-I F ��a G i I Y z y O_ U Q ! c n D cu4 wol Z Q a °D f•IORtF1 DAKOTA, 11065 OUP 93.0057 � b 6 OF 87 ee.�...// �jj - MONO! I, • COPYRIGHT L IF /THIS DOCUMENT IS LESS '1111jIlT fl r.7,171 1l 1 ill TpjITi 1111i T TJTTrTF.11 1 I f ' 1r. 1 n s - �rrTrrTT� G ., .II I I I T . Jl 7LEGIBL,E THAN THIS NOTA'T'ION, I 5l Tj . 1 A ��5 0_____1_ ' __ ___ �.____ _ '____ J U I'I' IS - �-- DUE TO THE QUALITY OF Nc.38 ! THE ORIGINAL DOCUMENT. -- -- --- -- -__ _ _ -_- _ - _ E3 IIl iili iilill�ii illll�;I►� .;iIIIII IIiIIIIII IIIIIIIII IIIII�II IfIIIIIfI IiIIIIIII IIIIIIIII II11I11111I11I1 I�III�iIIT � . . Illlfl►1111111�1« 11111 ,1 j1� -TI I�� IIII�NI l lllll lil� I�.I�1L��I► II �I � 1 , f EXPANSION JOINT 8 - ,L -- _ - ___--- --_ SEALANT COMPOUND ,�,♦ �"' '' � ,o,, ,. 1 �; TOOL_ JOINT 1l2' -- EXPANSION JOINT "' — � '` .,, STAKE NAME 1/2" .CONCWALK FILLER j; f 3 G . ' '1' I:�, : • o . � WARD NAME _ � / CONC. WALK BASE - - �r R -" COURSE CONTRACTOR NAME --- --- - 3'ASPHALT PAVING N - - ARCHITECT NAME .d - - n - BASE �c9 'v q fy " COURSE U-7 9TRUCTUNAL MECHANICAL CLE'CTRICAI. ACOUSTICAL LM[78CAPE �(� JV ENOIhE'ER ENGINEER ENGINEER EWMEER ARCHITECT V ° fD N4LIr: -- - - � � NQI1r:°DCd •Cj ° Ogg o �j O SPACE PER PLANS OR o ° 00 USE WHERE WALK ABUTTS PERPENDICULAR TONAME NAME NAME NAME NAME P °a � NO GREATER THAN `0 0 ° o°0 5'-0'O.C. 0 FOUNDATION,CURBS OR r- F, �\ WHERE SHOWN ON PLANS ¢¢ - ------ - / \ _- - -PREPARED SUB- O-- NOTE: GRADE SPACE PER PLANS OR (J t*► 3/4'EXTR. PLYWD. ON(2)4X4 WD,POSTS NO GREATER THAN 50'-0' 11J O.C. MAXIMUM LL, BLACK LETTERS ON OFF-WHITE BACKGROUND 3 4 -CHURCH LOGO SHALL BE TIMES OUTLINE FONT ~ o -ALL OTHER LETTERING SHALL BE HELVETICA FONT Y I g v CONSTRUCT SIGN PAVING SECTION CONTROL. JOINT___j EXPANSION JOINT U' • A SD-i B so-s n So-1 D so-i UUJ SCALE: NONE SCALE: NONE SCALE: 3'- f-O' l� SCALE: .3"- V-0' cc Q � cc cn I o y W v CONC. SID`WALK, Ir f � t TOOL EDGE AS SHOWN w U Q vi iK UJ D RESFRVED — 1-1/2'TALL LETTERING, ______FLARED SIDE RAMP _..- -____-. 2-0�___-_____`__,* _J Er Cf) R PARKING HELVETICA MEDIUM LANDSCAPE PLANTING 5'-68 6' FAREDIBEYONS RETURN CONC.SIDEWALK,- - - -- CONC.CURB 6 i- (SHRUB OR TREE TYPE) SEE SD-1 FOR GUTTER, TOOL. CURB AT SIM. 6 2'-0 f------ INTERNATIONAL SYMBOL 1'2-- 1 DIMENSIONS - -- EXPOSED EDGES OF ACCESSIBILITY,2-1/2' �� --- CONC.RAMP, FIN.GRADE - Parking with DMV TALL _ �- FINISH GRADE, EXPOSED AGGREGATE WHELK OCCURS - -SEE SD-2 FOR SLOPE Disabled Permit only, 1 (LAWN AREAS) Aot - - FIN'SH CONDITION @ GUTTER Violators subject to314'TALL LETTERING, o • towlnp under in � zu 16HELVETICAL MEDIUM <T ' , o - h I C-= - - --PAVING, SEE ORS 811.620 and a ) o o � .,flue up to:250 "' 00° °b° o : :'ti 0 0Oa°�e°o �, — v ': • DETAIL B/SD-5 0 0 Tu ° °G .O ° o °0° ° o CONC.CURB 6 GUTTER - 0 under ORS 811.615 �` 00 0 0 0 0 o0q< i 00 _ - -- p� n n -._d _ -BASE ro°0 000 0 0 �0 ��' o °°o`�g � �\ 0 QO 0 O,A o BASE COURSE • . • . COURSE B T-0'TO FIRM TOP SOIL QF' 4- � F,'N. GRADE. � TO MINIMIZE 0 00 0 p � O$° ° / °° _ _° oO0Y ! 0 0 0 nOT P. SETTLEMENT \60 64 o o 8 Qo° o o0 o Q CIS L7 Z Q 11 PARKING SIGPJ__(:E�sD-1 SIDEWALK EDGE c SD-1 CURB RAMP _ (� SD-i CURB DETAIL sD-, � w SCALE: NONE SCALE: 1 1/2'= V-O' f_ SCALE: 11121= V-0" `� SCALE: 1 1/2"-T-O- H Q CL �► w It co cn Q � Q o U) O O Y - - ---- -- - PAVEMENT MARKING,PAINT-TYP. I CHARACTERS AND SYMBOLS SHALL W a CONTRAST WITH THEIR BACKGROUND rrZ ti 0 W EITHER LIGHT CHARACTERS ON A DARK V = Z Q BACKGROUND OR DARK CHARACTERS N Z ON A LIGHT BACKGROUND. - 'INTERNATIONAL SYMBOL OF W }— Z) 0 _.. -" - ACCESSIBILITY',ANSI STD. Al 17.1 L_I u- Z {n 12' Ll LID V - --LANDSCAPING,SEE•L-1 � C - �'� -- .-- --flOWNSPOUT, • ".��- .'7 ' . . � � O SEE BELOW .. .,--LANDSCAPING,SEE L-1 Q C is -.-----------CONC.APRON ---POLE BASE ALIGN ~ - W/EDGE OF WALK, - • . U SEE BELOW ,,-----CONC.SIDEWALK EXPANSION JOINT POLE, COVER 6 ANCHOR PLAN BOLTS BY ELEC. Q PLAN S Y M O L So-! SCALE: 1 1/2"= 1'-0' L) -�_.- - -_----- -- _------__�_,NON-SHRINKSGROUT SCALE: 3/8'- 1'-0' SCALE: NONE J U RUBBED FINISH 5J9-1555-77-1 --POLE,COVER&ANCHOR fl u _--.--_--- f'-6'DIA.CONC. BASE BOLTS BY ELEC. a, 11 II RUBBED FINISH NON-SHRINK GROUT li n . _ _J RUBBED FINISH �I _ -.•IN. GRADE U U 11 _ �„ _.____ -EXPANSION JOINT `--CONC. SIDEWALK ----- -- _--_ DOWNSPOUT,EXTEND it �u -(4)05 RE-BAR G 11 11 G INTO CONNECTOR 2' �I_`� °� 11 n <1 ' z II ►�,. Z 0 V OI a ii `� �(°c��o°��o -- BASE BOURSE - -- -3 1/4'X 2 1/2'A.D.S. it r -03 TIES @ 12'O.C. ql _ u u u n 20 • cn � NO. 364 CONNECTOR, 4 / n n 4 f'-G DIA. (OHC.BASE Z Y CAULK AT CONNECTION II 11 - 3 = z. �+-�: - 1 N it It / `__/3 TIES @ f�O,C. r c] U 11� tl �" -3/4 CONDUIT,BY ELEC. li - > - - -- -- CONC. APRON 4 u 011 . moi= _ _ r t/5 HE-BAR zo W o v C7 _ -d• li n rr �� cb FINISH GRADE I II . 11 n ' _____3/4'CONDUIT,BY ELEC. I__-__ -UNDISTURBED OR It* It II_ ` _ ^ ,4,11 . cw COMPACTED EARTH rn • - -UNDISTURBED OR � It. 11 Ir i COMPACTED EARTH it It It . 11 0 It It II. O LII 1-- m 01 5. NORTH DAKOTA, 11065 D O W N S R O U A BASE A-5 POLE BASE SD-1 POLE BASE SD-1 SD J A BUP 93-0057 SCALE. S 1/2 - i -0 K A-6 SCALE: 3/4'- i'-0' L SO-�4 SCALE: 3/4'- 1'-0" M SD-4 7 OF 87 I .,�..�.� SHT, OF SHTS. 1 2 �3 _ 4 � 5 I , � Q rcwPYwt7Hr.LRs ' a.,*w .w +..,•w«.w.r.n*+v wwn+n+e!,.s,.w.n...•. .w.w.«!w'++.,..ww4MfWwHaKUrv.. w' `:,r'-.,,, _f(1^arca:..i y IF THIS DOCUMENT IS LISS �I� T r'T 17, 1 >� 1 . T T 1 1 I T T �r�r�� ► ' 1995 ri l 4 � � > > 1�� g 11 T I 10 1 �� 11 1 AUGUST 30 LEGIBLE THAN THIN NOTA'T'ION. � _ _ � _�_s_ _ �-_�____. 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SHEET INDEA 11iro ,; Varies — ---------- (3 I --- ✓ a•gip—L`� p)A C ,o p1 TiO aN-) �_7 TS Title Shee,� ; /1--I 1-- 1 e $o. Sawcut SD-3 Slte U11111y Plan (Public Wafer Line) Coni. Sidewalk C' C-1 Plan 8 Proflle Stan, It 00 to 5/0. 6 # 00 See DeJai/, 2"A.C. Class C lfive�n,:.Curb and Gutter, an/ Cn See Detail. `2"A.C. Class B f-bvement ~ C-2 Man 9 Profile Sta. 6 o 00 to Sta. 9 f 51 15.,o{/r•-0 � < C-3 Details o ►�I TYPICAL SECTION 1 • nirs -- A Q W J V) F- U) ti Q L) U L W _ olloo U Cl _ U o O O q) aaaa�I N� Q w O vExist. TBM n � o S/TE OF �, rROPOSE-DI LDS CHURCH o o GV O o O ro el BM ° 3 Drive BENCHMARK The N.W. corner of D.L.C. 54 R/W , R/W R/W --- G - - -- __- The N. W, corner of John L. HIMIn -- -- -o G - -�- - --_ - ----7 V "--- - ---- - c - - - -- - - l ' 1. _- - -- D.L.C. 54, A2"Bross Disk in o 680.16' - .5 - ---0- —— - - - — - — - '� .. ss _ _ _ �-- - _ - ss_ _ _ -�-- Monument Box, Stomped Wash. Co. No. 452 NORTH D W. DA KO TA 5 T. fCO. d. 1f -- — w .S•-- � ---- -- — —�—w-- R------ — ---- w w - — -- — - --L Surveyor OL C 54 G G Elevation: 229.26 z 3 City of Tigard Datum 0 " " W C 1 co PROJECT PLAN X CD Scale., /" = 50' N 0 w 1 Q0 Q -,j LOS#539-1555-77-1 NORTH DAKOTA, 11065 BUP 93-0057 9OF87 92.191.427 4.4 IF THIS THAN THIS S LESS SNOTATION, 1 .a,,,.,".., .,, .., �.,,,..r,,,,,r.. . �.�,•,NI" ���A•-. .,�Nom. ..y.,... LE DOCUMENT IS LESS 1 �IT rr ' �TfTj 4 �T �TP�TI �1111� ' – TT 6 �M_ I UST 30 1995 ---1!1TTT_ L_–_ ____— I �.0 1I 2 AUG IT IS ' �_-__�_ _ __.� DUI•, TO THE QUALITY OF -�--- __ N0.3S ILFf.T ._ THE ORIGTNAL DOCUMENT'. S Z 18Zv - Z tZ Z— I gT Lt 9t �'T 6t £i Zi it t 8— L 9 9 III�II I I� i �' - I �Z t�Illt,ll �Il IIIIiI 111 �� rIU 111 ,^ .11lll�l 111 IIID I Ilii ,r,� IIIIIIIII II►Illl�llll Il 1111111 I IIl III llllll�llll� rr � III�U�IIIII , Illl�lllllllll�llll 11ll11 I Ill 1I..111 �� 1111.1 �1111i111.1llJ - �� See Site Utility Phan (SD-3) See SIJe Ut/ll/y P/on (SD-3J Ses ,Bile Ul/illy Plan (SD-3) for Cont/nuatlon for C0n1/7ua1/0n for Cont/nual/on W Q: 510. 0099 Const. 24' 23.5 L F 4"PVC Ex/sl. Trees V p a CK � WWZ \ a `r " Uj g4 Commercial ASTM 3034 SDR 35 p O N , ,3 /nsto//Borrlcgde � .5 = 0.04/3 .� � J u SJo. l.02 Driveway d, (�A( S/o. 2o 94 ConsJruc129' ` p W Q v'�3d1 , �o.`►�� Const 6-2 \ Remove Exist. Water Exlsl. 5/dewo%f C01ch Bus/n S/o /..73 Commerc/q/ 5/8"1.R. �' O W Sto. 0+52 /B'L1. 5'.Sidewa/k Meter and Cap L/ne. � p � �A• Construct o Re/oco>t Exist. a Dr/vewoy onslruct D//eh It Power Pole. r� IE 4"= 206:07 F///in c,� - O In/et, 5/8"l.R. N '� Exist Ditch 1 Qo �8y PGE) �� I 510. 3.62 Remove Exist. 12- Conc. and c �t 5- S"LR Const 12" Conc. Storm Line. Sla. 0+50 Exist. Trees to Ili {� Re%cote Exist. 0 5/8"l.R. \ I 4 U) w �D V be Removed. 12" Culvert, Edge of Exist. Power Po/e. Q Begin Toper, I 2.5' (Typica/J (Remove) Pavement (By PGE) �� 12" Culver! P.P. u�j lir _ (Remove) _- J �h Z Q cnLO 7 -To o -- m q�/ -�-^•r a V n. C i•: r _ ,- O'- Conc. 1' Co n J U 1 / I --�-- -- - -- - - ---- - -_ --- —- —— --- -- -- - -- — -_ — 1-- in O 5 7 77 6w Sowcul / I \ Curb 8 GJuller v S. W. NORTH DAKOTA ST. -(CR 452) - - '- — � _W �! , _ -- - — W a l �� G �\ Edge of Exist. \0 G I TBM= R.R. S ike o 2 9 2 fire Hydrant p' a o � Traffic �.. E/ev. = 206.16 � � MN 4/Lr 4"D/ Pavement cn Dellneators Sta. o78 5/0. 4+72.40 y 3 Edge oj'Exist. I Sto. 2.3/.40 EdPave oe Sawcut Exist. A.C. Connect .4 D/to / 6"F/g. X M✓ Gale 5Jo. 2+80 Service Conn. \ Conneel/on to Exist. Const. 6-2 and Const. A.C. to Valve Use Fowler Tapping Gas L1na by NWNG Catch Bos/n 1/Lf /2 Conc. o Exist. 6" Water Line. Tee or Equa/. ASTM C-14 Cl 3 Const. Tam orar I w Curb 8 Gutter See Detail 6 6-D/ 5 = 0.00600 ospho/!MMP % y 2 3 AlD l _S __. P� ex/s1/ng A.G. U- ac 6-M4/ Gale Valve --- w 6 Ex/st, 6-, ��- txis� 6" Scale: /" - 20' _ J °M Ktter L/ne Cr CO u' Water Llne ao Al- 6 'ML/Solld 6"fig. X Mt/ Tee Sleeve (Long) w/Thiusl 8/00 t� , •a v � � 1 Vr ti � U o Proposed ~ h b Finish Grade \ b •.� -- - -- - 220 h �? Exist. Ditch Q Top of Curb v W i / Grade Finish Grade N 0 . `` S ^ O O r cn �`► _— -- `0 o� — -- -T -- 2/8 W N j z I ) Exist. A.C. a, H N at t C3 if } s�� y H h. 1 I \ m X Grote 2/9.6_' --- - /5 ' VC 2/4 , N E-- Match Exist. Flow Line _ \ S W R O p W ^ N Q Q IE 12 out = 2/6.60 � I l-� ` \ -C?0 � k0 � � � � � � 3 a � ,� J 2/2 _-�_ —_ Exist /2" Culvert - - /00' VC - * ~ Q (Remove) a Q N IE/2"in = 2/4.00 /E/2"out = 2/3.80 ll - `J o w 1 - _ I -._ _ - _ ----- -- - - --- - --- --_ — --- - -- - 2/O Cl � 2/0 -- I �."� Q aQ o Ions Wafer Service -4S?� verlfy Depth _ -- --� - ° - 208 t� J C, - and Raise If --- ------ S _ 'Q p24 c y! 208 �_ _—_ � _ `` __— ig c;3 --- Necessary � _ C•r � O __— .tom �- - - T- - --- - _ - - — - -- - 206 _ _ 2 / * 00 s'• Sr--" I I on//o ,- --- 204 -- - -- er''e, _ -.. — - -- --- ------- - --- ' Exist. 12" Culver! I -_�_ 204 Sta. 2f80 Service Conn. ` (Remove) y /E(Exist. 8') = 204.93 ~ /E 4"in = 205./0 Ex/sl. 12" Culvert V) (6kr/fy Exls/. Grgde� - - - (Remove) �S 202 -- - - ---- - - - -- - --- - - ------- -- - - _-- --- - _-- -- - _ _------ -- �--------- ------- . - --- - -- - - -- --- - 202 _`~ I � 3 z 2t 00 Conc 00, //76p LF w 200 - - ----_---- --- --- --__ __- - ------ __ S = Q O/,j — 200 w /E 12"In = 20%28 (North + OO IE 12'•In = 20118 t est) i � rn lE/2"out = 200-98(East) I I • - v 198 0 W 4f 00 5f 00' - - :lao I L.DS#539-1555-77-1 PROF/LE I 61, 00 NOR1H DAK07A, 11065 Sco%., Hc)r/z, /" = 20' 130 91,0057 Vert. /" = 2' jo of 87 92.191.427 I F THIS DOCUMENT IS LESS -rl f f i l l��TTl j7� 1 TT 1 TTII-r 11TIT IT �T j� I T �1tT • t 1 II I I1 III l i, ' AUGUST' 30 1995 LEGIBLE THAN THIS NOTATION, � � � 6 IT IS DUE TO THE QUAL] TY OF No. �) 1�— T�iE ORIGINAL DOCUMENT' t1i 9 9 I £ I Z I T���u 1lll111113, II 1Jhl I llll III I ' O W ►` � °`a^ � CtV � = h VSO } V NI N O cT/ tc�� ` a Q Q Remove Exist. 11" Conc. � � and Const. /2" Conc. S/arm Line � 1 FT) � ` Exisl Driveway O � 0 Exisl O Driveway J N - V i w Exisl Sidewalk EXisl. Sidewalk R/W TVA �\ ` \S-, P.P. Q a ? , hN y L PP \ Q W � gWto U G ►- o)v /2"Conc. l2" Conc. TV Q w U u Sowcu/ Exisl. Povemen/ 0m G �_ — o o J Pavemenl Rep/acemenl O I W w Q �— (� c ---- - 55 ---- --- -- - -- -- — - --- -- - - --- 55 - --��--- -- P j _ _ _ — - _ _-� T S. W. NORTH DAKOTA ST. SCR 4521 _ A#� - ui_ Sta. 7r 06 `y 9 510. 9.51 T- Remove and Reconslrucl TV Connec/ /o G-2 Catch eosin W £x/s/. Ca/ch u I w Has/n Q N Q a 0 Cc Ln o PLAN _ uJ q Y FQ N? W I -j ~' wLn J Cl (n N 1 I i w g `V b V 206 �,u - --- - o -- 206 +. e En U � �• h z � C,6 204 __- - - -- 204 Q o Exist A.C. W Exist. 12" Conc of �` � U-1 lRemovel � � o • � Q Q Q 202 -_---- ��---_-, �— _� ---- -- vas L/ne. �- - - - 202 � .� � � Q � Verify dep/h and - - raise if necessary. �` E O r(By NWNGJ ¢ � W £x/sJ. /2" Conc. W c=� 200 (Remove) -- - - -- 200 Woler Line, o w 0 Verify depth and Cance 1061 F _- raise if necessary, \� S 4- 00/. O�_ I nlocl TWD) n 36 -- -- -- — — T- 1.949 ted. Cc Clonc AS C-/ �� 245 LF � 196 7 + 00 it • Q. J /E/2"_ /97.77 I /94 - --- ---- — - — /94 0 8 '. 00 9000 \ �' C12"in = 194.4'6 PROF'I'LE U, Scale: Horlz.. 20' 4 Vert. P' = 2' Un z z 3 T- o Q U) i1J rz o - a M m M N cn O LLLUJ "L �( Q 0 C1 � LDS x+539-1555-77-1 M NORTH DAKOTA, 11065 2 BLIP 93-0057 11 OF 87 92.%9/.427 � IF TRIS DOCUMENT IS LESS 1995 LEGIDLE THAN THIS NOTATION, ( —^___— _ 6 g R O 11 AUGUSTA TT ,, 1-__ _________ _ r r S DUE TO THF, QUALITY OF No 30 THE ORIGINAL DOCUMENT. til � ��Z8�Z G� ^ --- -- - Jll, -- Gt 9T �T -~�T ST ZT tT t 6 — L 9II�IIIilll Illllllllll�lIIII1 II11Ili.i III IIIII IIIIIIII�III�IIIII IIIIII lllllll,lllllllll I �ull� �I�� Nit fi"a 6" IU GA. � MESH 10pMAx 15' S -0MIN -R/W LINE1 R/W `_- - DRAINAGE RAINAGE OLOCKOUTORIVEWsr MIN I.D. PLASTIC FACE OF CURB PIPE W/COUPLNG `• � J''WV••'' O I� w,tf,yA NT -SEE NOTES STREET WIDTH �CUR 0 2v ROAD - , ;y 6:, r ~ V UCS; --- C., I 1^ R' L310CL OPTIGN4LLo in UjSIDEWALK JLOCATION " IC ' UBUILDINe BEW(R PIPE SIZE AS SPECIFI[D �CONTRACTION JOINT / - . •.B 2"pF 3/a" CENTER RAMP END RAMPS SIDE RAMPS -��� - Qm d-T EXPANSION JOINTS B \COMPACTED SUBGR40E ^/ (GJRB UNE VALxS) (PROPERTY LINE WALKS) (WHERE CATCH BASIN 11 CURB JOINT EXPANSION JOINTS IS WITHIN RADIUS) Rt)t�O PLANT FABRICATED TEE FITTING Q SIDEWALK ADJACENT TO CURB -- - --- __ = ON SE ERS Ie• .No SMALLER. O BACKFILL 2%• r ' i • N FIELD TAP ON EXISTING, SEWERS AGAINST PLLG TO I V J 0 n, _ �' . . . . '. AND NEW SEWERS LARGER THAN I PREVENT PLUG A • .. , ' `. .. - 2x♦ IN PLACE WITH Q X THAN le" I BLOWOFF S SECUPE ^'- " �`• �TREMCM BACKFILL 4 , t^ /- • 00 W 3' 0" 7' 6" IN 7' 6" MIN 3'-Q FACE OF CURB 5 MIN - 6• -- • . ` SEWER MAIN OR LATERAL PLAN Z � zo'-o" MAX " _ ! `. 20 0" MAX.MAx PLAN j W cn In ROAD __ Z ° OAS F COURSE Ex FEND AT LEAST O V� O) crl n 1 I/2" EXPOSUHE Ih' 24" SURFACE f- Q1 V -� �- SEt NOTE S -_ --- `- SUR A10 V 12"AAOYC SURFACE n a I .. GROUND CD Q in MINIMUM SLOPE FOR U O �/ I. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR OB] USE ExISr1,r, EXP4NSICN JOINT OR 2 OF y4-0 -_�___ APPROVAL FROM THE ROAD ENGINEER. (� SA'•1CUT AN,' PLACE COLD JOINT COMPACTED SUBGHAOE I `- 6" PIPE� 0.010, FOR w r- SEE DWG Nu CS-306 4"PIPE= 0 020 __-3EWKX CONNECTION W X ELEVATION B-B SIDEWALK AWAY FROM CURB ���- "t_ I �•�'/ Z. CONCHETE 10 HAVE A BREAKING STRENGTH OF N)Lo P.S.I. AFTER 28 DAYS IW NOTES CONC CURB 5 GUTTER- gO•/ r"- CURB TRANSITION O `�� 36" MW. - 48' MAX. j. EXPANSION JOINTS MAGNETIC TAPE- PAVEMENT f A. TO BE PROVIDED GREEN�/BLALK LETTERS (W�STEWATERI Q = I. CONCRETE SHALL BE NOGG PSI AT 28 DAYS 6 SACK MIX , SLUMP RANGE GREEN./BLACK LETTERS (STORM DRAIN) J STREET ' Of I Irl" TO 3" I) AT EACH POINT OF TANGENCY OF THE CURB . 3 NOTE 5 2) AT EACH COLD JOINT . o ` I. FOR SIGEwA'K DETAIL, SEE DWG. 3) AT EACH SIDE OF INLET STRUCTURES. 10 GA. MESH �6.• ,� ¢ 2. PANELS TO BE 5 FEET LONG PLUG U al 2 OF 3.M" MINUS PROPERTY LINE N0. CS-305. 4) AT EACH ENO OF DRIVEWAYS . ABOVE ` 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , 3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 41 FEET. �.r-- F LLJ BASE SECTION A-A 2. SEE DWG. NO. CS-300 FOR CURB B. MATERIAL TO 8E PRE MOLDED,ASPHALT IMPREGNATED NON EXTRUDING, UTILITY VAULTS RAMPS, B 4T SPACING NOT TO EXCEED 4S FT. RAMP LL�H AND GUTTER DETAIL OR SEE DWG. , N 1/2'MAX Mw. NQ CS-301 FOR CURB DETAIL. WITH A THICKNESS OF 1/2 INCH. cc 4 FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE RADIUS� ------- ' 3. RAMP WIDTH SMALL BE AS SHOWN 4. C(kITRACTION JOINTS 3/4"-O PIP£ ZONE MATERIAL Q OQ CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN !/2•'RADIUS. U SIDEWALK SL.■ 29'0 --� HEREON UNLESS OTHERWISE APPROVED A. SPACING TO BE NOT MORE THAN IS FEET. .L AS SPECIFIED R \ ____ BY TI4E ENGINEER, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1%2 INCHES . SUPPORT TEE WITH U) ! CONCRETE SHA-.L HAVE 4 MINIMUM BREAKING STRENGTH OF 3000 PS I. BEDDING GRAVEL,AFTER 28 DAYS 6 SACK Mix S. Si0EW4LK SHALL HAVE 4 MRIIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 1, CONCRETE SHALL BE 3000 PSI AT BIDDING 2 A HIDE SIDE 3 PAVEMENT 28 DAYS, 6 SACK MIX, SLUMP S. BASE ROCK-2-0ORy4"-O , 95% COMPACTION. BASE ROCK SHALL BE Tp O CURB I I USED OR IF MALL AH IS INTENDED 45 PORTION OF DRIVEWAY . \ t 4' CONCRETE I RANGE 1-1/2" TO 3• SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH , WHICHEVER Ir GREATER. 0 2 CURB JOINT SMALL BE A TROWELED JOINT WITH A MINIMUM 1/•'" RADIUS SURFACE /l I � Q ALONG BACK CIF ` OTHERWISE SIDEWALK SMALL HAVE A MINIMUM THICKNESS OF 4 INCHES . \ 2" 3/4'--p I Y C3 CURB. DEPRESSED CURB \` S. PROVIDE EXPANSION JOINT ON EACH 3. EXPANSION JOINTS SHALL BE 1/2' PREMOLDEO ASPHALT IMPREGNATED 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED r0 BACK OF SIDEWALK WITH 3"DIA, PLASTIC. AND GUTTER COMPACTED SUBGRAOE 6 DRAINAGE BLOCKOUT 3"DIAMETER PLASTIC PIPE MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. PIPE AT 2 ?' SIDE OF RAMP. 4. SEE DWG NO CS-300 AND N0, CS-305 0 SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. A. I.D. PLASTIC PIPE WITH COUPLING LL CL v B. DRAINAGE ACCESS THROUGH EXISTING DRAT SMALL 8E CORE DRILLED OR CURB BUILDING SEWER W u- a OD SAW CUT VERTICALLY IB'•EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. OD W In Ir) WASHINGTON COUNTY WASHINGTON COUNTY ^WASHINGTON COUNTY J 20 DEPARTMENT OF LAND USE COMMERCIAL DRIVEWAY DEPARTMENT OF LAND USE CONCRETE SIDEWALK ^DEPARTMENT OF LAhL�. OF SIDEWALK RAM P AND TRANSPORTATION AND TRANSPORTATION MO AND TRANSPORTATION CURB AND GUTTER CITYOF TIOARD _ V DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NQ DATE CIVIL ENGINEER DRAWN APWA NO. WAST COUNT/ NQ DATE I CIVIL ENGINEER DRAWN- APWA NO. WA9i COUNTY Na DELIGN BY APPROVED BY ORA BY V„�E� M„tF ItL"i I.es NONE DW-201 /6-7/44 Y�. = a �'es NONE CS- 305 - /e� OREGON GA RB .�w.rr�.MrR - _ --. _ IlLs b � NONE CS-306 SCALE GATE DRAWING! N0. NTS 4.4.88 Rt7-1 • No. 5W 0 AR -RECESSED FOR DETAIL NOTES 1 NOTES W. TWO ►� 3 SEVEN NQ 3 BARS 6' C.C. 1, 3/1' PREFORMED JOINT FILLER MATERIAL TO BE USED AS SPECIFIED BY W. ENGINEER ONLY IN CONE. PAVEMENT OR GUTTER, AND TO EXTEND THROUGH THICKNESS OF CONCRETE. I ' I I 1 - LW. I I/B' TMP. STREET AREaS OUT OF S',4EET AREAS 2. CONST CATCH BASIN PER DETAIL, BUT WITH DIMENSION 'w' TO ACCOMMODATE LARGEST EXISTING I � � _J PIPE as SPECIFIEQ -- - A A A 3. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PS I A A RESURFACING 1N 2e DAYS �. • / /!/ 4 IF APPROVED BY ENOINE,R, WALLS MAY BE POURED AGAINST UNDISTURBED EARTH, � 6"4 // / / I � EXCEPT FOR THE TOP • , WHICH SHALL BE FOAMED. te1 / S. BACKFILL SMALL BE COMPACTED T.) !S% DENSITY THROUGHOUT. FILLER MATERIAL-SEE e. OVERSIZE CATCH BASINS ' STEPS ARE REQUIRED FOR DEPTH GREATER THAN ( 3/4' G TOC TYP / CLASS A - NOTE I, Owl. NQ 0-101 4 FEET. INSTALL 2 FT. FROM TOP TO WITHIN I FT. OF BOTTOM. ak / o BACKFILL NOTT4 REBAR TD b' USED WI"t RECESSED 2 1/lr X H./2 - _ e 2 H./2% 3rd • ° � !Q.EDGE FLAT BAR � ° _ JI� SO CDGE FLAT &A TYP CURB INLET ONLY. SCE DWG. N0. 0-104. v FOR FRAMIL DETAIL SEE DWG NO 0-102. FOR GRATE DETAIL SEE DW0. NO. D-103 ll�'TYPICAL OR AS 2 • o , SEE DWG N0 D-IDI SPECIFIED G ENGINEER CLASS B u FOR SECTION 9-e B MOPE OF PAVEMENT -SEE DRAWING NO. CS-304 ! I 2 1/2"X 3LL -t1' z ]/4"-0 GRANULAR c U -- - - �'e '� -I--'��• ~ BACKFILL 0 TT_PLAN _I W o I I 21� I � o \ � URB i I llr i BOTTOM OF FOR CURB PLACEMENT SEE DWG PLAN 41/ Q U 7, ^� oSUBBASE--�' O NQ CS-304 A DWG NO D-104. � q uJ e 0 ' W i- -1-� TOP OF PAVEMENT i �� 2 Q p ID •''. o ' . ° •°. `1 m l �+ 6"MIN- BOTH ENDS '�' I/•x S/9 /0 - --- W I o,, •' ¢ x - ALL BARS s0 EDGE FLIT BAR Ile EA.) SECTION A-A � C. -- 0 HIS PIPE DIAMETER DETERMINES r --► -,- Q. Q�N °• ° > .� W'-SEE TABLE BELOW. ',,, ° �' WE HOLE 2T'MAx. I„XII"S'IS PLAN B SECTION A-A I PLAN !" .�� a - ---- -I D � 'y -fes n SEE DRAWING N0. D-100 FOR �� Q TYR 12%21 -�- ',� --tee i -'( q'MIF( LD. VARIABLE T Y P E A I/4" �, 5/e"x 3" SOLI 4"X4"54S ` 4� rl CD I-- �' (SEE W DIA PIPE 1_ -- -- PROJECT -'�- PLANS) STANDARD 1'- I %" 10'-12" - - �.7 N BACKFILL IN STREET AREAS PIPE BASE I OVERSIZE - 2'- 3 " SECTION A-A T Y P E II W. LW. Whi t o on J/ { / ! ►-•i 7 black = L 3 / 15"-27' STANDARD I' - I %" I' 0' L: �1, s' w s' �_ e _ _z reflectur hell shootiog I.IF 4/1I 19 AGAINST CURB, FILL ROCK TO U BACK OF S/W / 1 OVERSIZE I I'- I i/2" I'- 0" FOR GRATE TYPE SEE OWG NO. D-103 2.IF S/W IS NOT AGAINST CURB, FILL RCC/ - NOTES' SECTION B-B I R I"R p - f ` ' 2'BACK FROM CURB 6 1. NO SUMP ALLOWED EQ, ES TWO GRATES. SEE TYPE DIA. PIPE W. I.W w DRAWING NO D-q2 1 REDLINES 2 ORATES. 2. BATTER OF 1h" TO !" 10 3T4n0AR0 10"-12" 1'-31/4" I'- i 7/e" LL, FACILITATE FOHM REMOVAL *"RANDARD" A 'OVEWIZE" ARE "M "STANDARD" AND 'OVERSIZE' 4qC WASHINGTON - -- �' ---2-1112--k6" WILL BE ALLOWED WAyNINGTON OG DESIGNiTIONS. 1OVERSIZE 15"•27" 2'-43/4" 2'•53/ll' COUNTY DESIGNATIONS 3. TOP Of WEEP HOLE REQUIRES TWO GRATES I� SECTION A-A AT SUBGRAOE. t STANDARD B OVERSIZE ARE WASH.CO. DESIGNATIONS C.) WASHINGTON COUNTY PIPE BEDDING AND WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY WASHINGTON COUNTY f-� � �_-DEPARTMENT OF LAND USE BACKFILL DETAILS �,�DEPARTMENT OF LAND USE CATCH BASIN 0111 NO. 0-101 DEPARTMENT OF LAND USE ALSO SEC DEPARTMENT OF LAND USE p CATCH BASIN oWG. NO. D-Apo v FRAME DEPARTMENT OF LAND USE G R A T E B A R'R f t;A D E DETAIL AND TRANSPORTATION AND TRANSPORTATION B o04 No. AND TRANSPORTATION IIS OWc. N0. 0-104 AND TRANSPORTATION AND TRANSPORTATION D-Toa - - - _ -- - -- ATE CIVIL ENGINEER DRAWN APWA NO. WA9L COUNTY NQ DATE CIVIL E ME R DRAWN APWA NO. WASH COUNTY Na. DATE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NO. DATE (VII ENGINEER DRAWN APWA NO. WASH. COUNTY NQ DATE CIVIL ENCIrEER DRAWN AVWA NO. WAST COUNTY NQ N T S g�_��s NONE M - 406 �;e` ..____ _ (>�S c3 >K I-A (MOD. ) D-100 I Iz1r,� •_ '-_b�s I-B (MOD.) D - I O I / ,� •..� gta �'es I-c (MoD.) D- 102 / ,� ' IIc rL� b e�, I-D (MOD) D- 103 - 2'-4 3/4"' 21-3 2'- 3" 1 STANDARD CURB B I I I - ! I I I I 'EXPANSION JOINT AND GUTTER VARIES TO MATCH CURB TYPE CD A I A dA LA A - - ADI TCM A A � I - 24"_ 124'_' ' --TAPER NORMAL SLOPE 2 1/2"x 1/2" N e ti I ® OF PAVEMENT ` �_ ---� $Q. EDGE FLAT BAR a° N �I- z s B ^/ 21/2'x H.E R (SEEDGE FLAT BAR PLAN VIEW- STANDARD CURB 81 GUTTER �` NOTES I Tr P. GRATE BAR (IEA.) PLAN 1 COMPRESSIVESTRENGTHSTREANGTHINOF 3000 PS.I.A MINIMUM " I IN 2e DAYS, FLOW LINE. 2. FOR FRAME DETAIL, SEE OWO. NO. D-107 3 IB' TMP. 7� TOP Of CURB 2 I _ ] K 2 H./2"X I/4"L -r I y2"FALL 2 'x I ' \ / V S 3. fpl GRATE DETAIL , SEE DWG. N0. U-109 TYI! 3 Q - e• .. • • - / • H._3' ND. 3 BARS-- �' $_a 21/2'x 3/0' --� 3.'(`� I 4 SEE HOOK \\ 300 `" I I SQ. EDGE FLAT BAR I I ° x I ,1- BAR DETAIL UO Y \ 2+" z+ I 3 r PLAN C.To C. i�-- . --t -� ,""/'2i. o_ u I_, -- I -DITG•H_- PLAN I �• u' BOTTOM ��w�� t__ �_ SECTION A -A N" I� 27' • I I 27'---k TI 24'1 i0 I 2 I o MAA. MAAx ) MAX I I I MAX. G PAVEMENT SLOPE )�2• ~ 1 1/2' 1 1 1/2" _ MIN. I y2 ►,I w ' TYP. I r •' A NO.3 I - I/��17V� I .• t• BAR I (\, Q) 8" e' _ I 1/2"x 3"BOLT 4 4 e n SECTION A - A SECTION B - B O - ] 41 '-o•---� ]'- 33ig' ZCTI.,N A-A __ z SECTION B-8 ,� o SECTION A-A ELEVATION B-8 - - HOOK BAR PLAN B ELEVATION SES LOS iT539 1555-77-1 DETAIL, DWG, NO. D-100 B O-10i. WASHINGTON COUNTY WASHINGTON COUNTY FRAME WASHINGTON COUNTY \WASHINGTON COUNTY CATCH BASIN - WASHINGTON COUNTY c � DEPARTMENT OF LANs USE AREA DRAIN, TYPE 11 DEPARTMENT OF LAND USE DEPARTMENT OF LAND USE GRATE g1`DEPARTMENT OF LAND USE AND TRANSPORTATI(„+ AND TRANSPORTATION AREA DRAIN , TYPE II AND TRANSPORTATION AREA I �► PA'II'EMENT TAPER WAND T TIENT OF LAND USE RECESSED CURB INLET �� DRAIN , TYPE II � AND TRANSPORTATION TRANSPORTATION 3 DANE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NO. DATE IYIL E MEEK DRAWN APWA NO. WASH COUNTY Na DATE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY Na DAT! CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NQ DATiE CIVIL ENGINER DRAWN APWA N0. WASH. COUNTY NQ /1171 ��'•_.__,�-�-� �c'. 4 (MOD.) D-105 /1_[Z/,i� �e 5 - A D- 107 / 06 �_. .-�.._ aFa b es 5 -B D - IO6 1l �6' NONE C.�i - 304 [ltzL _A - RL*_��. 2 (MOD.) 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L" U '' o NAIL OR STAPLE � H• '" • ° i (2)2" LODGE POLE PINE , r — \ STAKES OR (2) 2"x 2"x B' WIRE TIES W z _ `-- = `� ' z E pESNIf r L FIR s INTO TAKES. DRIVE STAKES , ' � = C4 U ° 'Z, OREGON 0 GROUND PRIORmu TO BACK FILLINGy''� -- LL" °G o Pt 1k TREE -- ° �Q DETAIL — / RUBBER HOSE_ .� WITH WIRE INSIDE �; w THEE "TREE BOOT" OR "ARBOR GARD' NEW RUBBER HOSE (MULTI- W / USE IN.LAWN AREAS ONLY O U TRUNK) A SNUG AROUND TRUNK AT CROTCH -- 2" SHREDDED BARK MULCH ' i ' i " SET ROOT CROWN MULCH SHREDDED BARK u o w �— 2 MIN. SHREDDED "4 O < Q H __� - �--- ROOT BALL � , ;. t ;� i" ABOVE GRADE � TURNBUCKLES - c ' 7 1 . / BARK MULCH 30" LONG 3/4" PVC ti `� ` i J l yam; z a ~ x � � �► Y ROUGHEN SIDES AND J V N0. 10 GALVANIZED WIRE -- — FERTILIZER TABLETS _� ,� - �, - " - WATER RETENTION BOTTOM OF HOLE WATER BASIN U WATER BASIN — FINISH GRADE �� �� ,,`]rr'S ^, ', 2" MIN. SHREDDED BARK ,- •1-� r` BEAM W yj _j � �� MULCH - . FERTILIZER TABLETS REDWOOD DEADMAN 2"x4"x24" '-Q �� .r�,"� FINISH GRADE BURIED 2 FEET IN GROUND OR f- \ \ N ' , �_ _ _ GALVANIZED STEEL SPIKES FIN15H GRADE - ,! -� WATER RETENTION.BERM � SOIL MIX SEE 2:1 TRANSITION (MIN. OF 3 GUYS AT EACH TREE) SOIL MIX. SEE SPECIFICATIONS SLOPE \ j_ SPECIFICATIONS — wl \ REMOVE WIRE BASKET, WOOD BOX, 0\ 1 \ \ FERT1JZER TABLETS ' , ROOT BALL. PLANT PIT SHALL BE TWICE _ PLASTIC, TWINE AND OR BURLAP - �.- -- Q PRIOR TO BACK FILLING SOIL MIX SEE _ \ \; r f00T TAMP 50Il. MIX SOIL MIX SEE AS WIDE AS ROOT BALL AND A SPECIFICATIONS _ MINIMUM OF 12 DEEPER d \ IN HEAVY CLAY SOILS OR WHERE THERE UNDER ROOT BALL SPECIFICATIONS_ FERTILIZER TABLETS IN HEAVY CLAY SOILS OR WHERE " D A HARD PAN, H THE A 8" HOLE 6' _ _ PLANT PIT SHALL BE TWICE AS WIDE AS ROOT THERE IS A HARD PAN, AUGER B PLACE RQOTBALL ON MOUND DEEP OR THROUGH THE HARD PAN. FILL PLANT-PIT SHAH BE TWICE AS ROOT BALI_ OF TAMPED FIRM TOPSOIL � •,� " BALL AND A MINIMUM OF 6" DEEPER AN B" HOLE 6' DEEP OR THROUGH HOLE WITH CRUSHED ROCK. VERIFY PROPER B WIDE A5 ROOT BALL AND FILL THE HOLT WITH DRAINAGE OF THE PLANT PIT PRIOR TO PLANTING MINIMUM OF 12" DEEPER THE HARD PAN, REMOVE WIRE BASKET, WOOD BOX, Y. BY FILLING THE PIT WITH WATER TO CHECK CRUSHED ROCK. VERIFY PROPER DRAINAGE u. Q THE DRAINAGE PLACE ROOTBAL.L ON MOUND OF PLANT PIT SHALL BE TWICE AS WIDE AS ROOT OF THE PLANT PIT PRIOR TO PLANTING BY PLASTIC, TWIN AND OR BURLAP W U. t w TAMPED FIRM TOPSOIL BALL AND A MINIMUM OF 6 DEEPER TREE AND SHRUB FILLING THE PIT WITH WATER TO CHECK DRAINAGE PRIOR TO BACK FILLING W D $-- TREES—GUYING —TREES—GUYING AND PLANTING DETAIL SHRUB PLANTING DETAIL SLOPE PLANTING TREE PLANTING AND STAKING SCALE: NONE A SCALE: NONE B SCALE: NONE SCALE: NONE D AVERAGE SPREAD i B AVERAGE SPREAD U) y Q W �. W NOTE: WELL GROWN MATERIAL WILL IN t (� MEASUREMENT SHOULD BE AVERAGE � � � MOST CASES HAVE A HEIGHT N �-- OF PLANT AND NOT THE GREATEST EQUAL TO IF NOT GREATER THAN W Cf) DIAMETER. PLANTS PROPERLY TRIMMED = Q THE SPREAD. HOWEVER, THE SPREAD SOD CURB, MOW STRIP. OR SIDEWALK C(� CI)� AND TRANSPLANTED SHOULD MEASURE SHOULD NOT BE LESS THAN THE a. _ -1 iE SAME IN ANY.DIRECTION. IFA TWO THI S . RD OF THE HEIGHT. �J- PLANT IS UNEVEN, FOR EXAMPLE,15- Q SII'�� . � 4 Y NARROTHE WEST IT SHOULDST WAY AND " THE BE CLASSIFIED BEVELED JOINTS I I( )I I I I I I I Q •, -T- < AS 12" STOCK. ❑ `• Z � I--' W O I. SOD SHOULD BE LAYED WITH BEVELED JOINTS W Z AS SHOWN. W 3 DIAMETER DIAMETER L O LD O TYPICAL MEASUREMENT FOR TYPICAL MEASUREMENT FOR Q � C PROSTRATE TYPE PLANTS BROAD UPRIGHT TYPE SOD INSTALLATION 0 SCALE: NONE E SCALE: NONE F SCALE: NOME G `~ 539.155-77-! s D D I NORTH DAKOTA, 11085 BUP 93-0057 15 OF 87 3 q 5 mcwvmwum " # IF THIS DOCUMENT IS LESS € LEGIBLE 'THAN THIS NOTA'T'ION, �1�� � —�- 4L_ T��� s a� o _ ll. � AUGUST 3Q 1995 _ I IT IS DUE I'U THE QUALITY OF Na.303 �•� "' THE ORIGINAL DOCUMENT'. — -- E 8Z 13Z LZ gZ Z Z £ Z TZ Z T 13I �LT 9T 4T 'I. TyT £T 7.T TT T 6 L 9 Q £ I 9 TJil- ILII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIU IIIIIIIII IIIIIIIII IIIIII LIT I I l III I ILII IllllrJ I�i�llllll If II II II 1 11 llll�l►I11111�111 ��1�Illl . .. , ,. '„ ... .. •. .. -, n. .. .. ,.- : :. r .. ... .� " Tar r,. ' ✓ f •,;H, .{;:. •i�.. . d w • , M f ,1 ♦. ._ ..- ,..- .... - ...x. .. - 1.. -- , ,. N► ,.,r..,...-w•nt,r..:"':.-. .., .. ..._ yw•+•.....-.... ,..- .,. ..... _y •.• ,_ ... '7,. .«hr y,,... .. - ., .r w,._.,.. �•� `i op um top POP UP SPRAY -BUILDING /, _ LINE H HEAD 1" MIN. 3" MAX FINISH GRADE FIRM SOIL IMMEDIATELY C+n a r - CURB, WALK OR AROUND HEAD T J Eill.� 'J NOTE: r FINISH GRADE W x ` OW STRIP TOP OF HEAD FLUSH _ M12" FINISH w \ I 'Z. Olt ON �•1 C4 v _ _ GRADE VOL `7' JTr " ! F POP UP SPRAY WITH FINISH GRADE � t SCHEDULE 8o PVC =1111=IIII=ilfl=11111 11 - 1111 X1111;;;;1 1111=1111;;.1111= =1111-i i ��, NIPPLES 8" I I I III— MINIMUM POP-UP SPRAY HEAD Q' e 4 , O NOT TO EXCEED �, �., N 45 ANGLE 3/4" SCHEDULE U ' 900 ELL BARBED 900 STREET ELL. 80 PVC -- F. � 4 PVC LATERAL LINE SCH 80 PVC — INSERT FITTING -- ---- .-� Im U) 9 A NIPPLE 8" - _ SPRINKLING SYSTEM NOTES 04 z 40 �. � ►�' MIN. NOT TO 2 MARLEX (3) MARLEX EXCEED JSTREET ELLS -- TH:� SYSTEM WAS DESIGNED FOR :,CSP X MAT x < ~ �^ 45° ANGLE= LINEAR LOW DENSITY 1 � I t.LY U STREET ELLS , HU S. I. STATIC WATER f'Rj_SSl .'L t4':; .'JCLUDLS (3) MARLEX POLYETHYLENE PIF E PVC LATERAL LINE LATERAL .` W PVC LATERAL LINE 14" LONG MINIMUM LINE A MASTER PPP SSURL RLULLAT ING CUN 4 PuL VALVE. STREET ELLS GALLUNACI. FOR EACH ZONE IS INDICATED ON PLAN. ► ' 24 LONG MAXIMUM SHOULD PRL S SURi_ HL G IFFLF4_NT THAN I NI iICATE U ABOVE, NOTIFY ARCHITECT EEFrl)[ PP IC[.f.D1NG , Y WITH Trlk. INSTALL 'nt`�. :w I • TURF HEAD ASSEMBL , TURF HEAD NEXT TO CURB OR WALK ALTERNATE TURF OR SHRUB HEAD SHRUB HEAD SCALE: NONE A SCALE: NONE SCALE: NONE SCALE: NONE D k 1 c 2. THIS SPRINKLER IRRIGATION PLAN IS DRAWN 4 FOR GRAPHIC CLARITY. WHERE PIPING AND * , VALVES ARE SHOWN IN CONCRETE AREAS. ; FINISH GRADE EXCEPT WHERE CROSSING, THE INTENT IS --BRASS HOSE BIB ELL FOR THE PIPING AND VALVES TO BE PLACED IN THE ADJACENT PLANTING AREAS. ti Sr 3 1/2 CU. FT. "'�=11 IIS-"' (2) 3/4" GALVANIZED u- c ROTOR POP-UP PEA GRAVEL n a SPRINKLER VALVE COVER STEEL NIPPLES _ ° ons (2) 3/4" GALVANIZED NOTE: PIPE UNDER PARKING T. CONTRACTOR SHALL MAKE SITE CHECK j � 11- PVC SCHEDULE .o ° �o FINISH GRADE 90° TXT ELLS LOTS AND SIDEWALKS TO FAMILIARIZE HIMSELF WITH EXISTING 4 ..r � � 1 80 NIPPLE 9 8, °�a THREADED CONNECTIONS VALVE COUPLER KEY / SHALL BE SLEEVED TO 8" LONG MIN. o�o FINISH GRADE REFER CONDITIONS ALL QUESTIONS S TO LANDSCAPESUBMITTING 4' °Qq.�a �° ARE TO BE WRAPPED WITH .', NOT TO EXCEED 9o.vlc�. TEFLON TAPE - (1) 3/4" GALVANIZED °tl V IfM I I/!I I I-1 I I I= ARCHITECT. TWO-PIECE BODY DESIGN — 45 ANGLE (3) MARLEX _:NIffIIII=IIII= a 2" LONGI L _ _ T STREET ELLS QUICK COUPLING VALVE _._I�i� - _ __ _ 2 ;'I 2" GALVANIZED NIPPLE —1111 VII AND ELLI=1lII- = 1� _ -* SIDE VIEW °° 111111 1111111 _�• LATERAL FVC LINE PVC LATERAL LINE (2) GALVANIZED 3/4" 2" SAND OR ROCK FREE 900 TXT ELLS _ ' B (2) 3/4" GALVANIZED _•::•:��::••., .•?��•; SOIL AROUND ALL PIPE , SCH 40 PVC � �"`•• - ^+•r STEEL NIPPLES. LENGTH - MAIN PVC LINE. TAPE MAIN AS NEEDED =) I�;: ; WIRES TO BOTTOM A' ' 3 MARLEX ° SIDE OF MAIN LINE ° TOP VIEW ) 45 } STREET ELLS AT 10'-0" O.C. Pw. TOP VIEW a Z F-- ROTOR POP -UP HEAD QUICK COUPLING VALVE _CU_ TRENCH SECTION_@ _ � w � ' SCALE: NONE SCALE: NONE SCALE: NONE " w ;� !Ll 4cl TO BE USED FOR PRESSURIZING SYSTEM w 0 NOTE: Cn W Q 7 AUTOMATIC IRRIGATION ('-- „r SPRINKLER CONTROLLER CAP — FINISH GRADE 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 'Q o •-� ELECTRICAL SUPPLY TO BE 24" FROM ANY STRUCTURES OP HARDSCAPING. O C Y PROVIDED BY GENERAL CONTRACTORA N =i IIII =II _ I - 2. WHEN UNIT IS NEXT TO STRUCTURE (ie. WALL, = c,� Q < __ 6 DIA. ROUND 10 MIL BLACK FINISH GRADE IIIhIIII=IIII --_= VALVE BOX BUILDING ETC.) MOUNT TEST COCKS ON SIDE 0 Q Ld 1 2 1/2 RIGID STEEL PLASTIC SHEETING t=I�I�=III-=- -Il �I AWAY FROM STRUCTURE. Z W PIPE LOCATED NEXT - SOIL =IIII=I I I�=III I-• - I= TO WALL (ONE FOR AUTOMATIC DRAIN Illi==IIII=IIII —+�_ 2" CLASS 200 3. PROVIDE OWNER WITH COMPLETE WRITTEN �,__ j Cc L EACH CONTROLLER) _ _ i i=11 11—= I I1=1' w , PVC SLEEVE •, ;� _ I = — - INSTRUCTIONS ON HOW TO DRAIN ENTIRE Q TEE IN MAIN �J III=— - — = =�— =IIII LINE BACKFLOW UNIT TO PREVENT FREEZING. I-. ,.•t I LATERAL W O 3 Q f LINE ° ° IIII— 10 MIL BLACK "-" 3/4 SCH. 80 FLOOR •,bo°� ° — MAIN LINE �� FLASTIC I THREADED NIPPLE I I I_ — — In _ I • ° AFTER COMPLETION OF WORK BACKFLOW PREVENTOR ASSEMBLY cr — 2" MIN. SAND OR IIII p 4°�d IIII=1 REMOVE BOTH HANDLES AND I 1 0O FINISH GRADE MARLEX STREET ROCK FREE SOIL TURN OVER TOOWNER I I GALVANIZED NIPPLE- TYPICAL (4) PLACES SURROUNDING PIPE ELL V4 c co 12" 2 i/2" RIGID STEEL PIPE I_ ao° I-IIII= _ MARLEX 2" CLASS 200 ,�� ELBOW, RIGID RAD. 1 CU. FT PEA ��°c�d��, �doo��g000° _ — GALV. TEE WITH ° ° Q ° ° Q d ° NII=III STREET ELL PVC SLEEVE PLUG FOR SPRINKLER GALVANIZED 90° ELL GRAVEL SUMP °°oo°oo°��° °fig° i_ r� • MINIMUM _ I —III •. .,'`'� e°o�� ri��o ria I=IIII— 3/4" SCH. 80 _ LMANUAL BL!�WOUT WITH AIR INSTALLED BY = 1 = _ S NOTE: USE ONLY AT LOW 111 PVC THREADED ° 1 CU. FT. PEA DRAW COMPRESSOR GENERAL CONTRACTOR POINTS OF LATERAL LINES —IIII- _—_ 1 I -- ';AL�,`AN!Z-EC NIPPLE DO NOT USE IN VALVE BOXES ELBOW AND IIII—III =_i_ =_I=IIII= GRAVEL SUMP 3/4" SCH 80 — -r _ _ _ _ p _I t 11�I-,Tlil�Il.IiIIIIllilillll�����IIITHREADED NIPPLE SPRINKLER CONTROLLER AUTOMATIC DRAIN a 6 DIA. ROUND ---3/4" EBow " L.J J � VALVE BOX SCALE. NONE fl SCALE: NONE SIDE VIEW �O� VIEW (2 PLACES) GALVANIZED UNION- •I-YPI(;AL (2) F LAi:ES " r --- FROM WATER SOURCE FINISH GRADE •1555-77�! �4 REOTANGULAR HEAVY DUTY I �! TYPICALGALVANIZED Z D NIPPLE ",• INVERTED SPOUT _ ( ) 3/4" GARDEN VALVE PLASTIC VALVE BOX WITH = ,-== I = -- == I —I AT VALVE BOX LOCKING LID _ MANUAL DRAIN VALVE _ `;' - PLACES UIIII--111W,1 I�IIII IIII ONLY IF CALLED 3/4 BRASS BALL SCALE: NONE I- I l - I=111_1I�_I I I=f ---- _ 12"x 12'-x 12" CONCRETE FOR ON VALVE W/. "T" HANDLE = I=II ;IIII=1I I I— =I I I i- (- PLAN - ONLY IF WATER DRAINS THRUST BLOCK- TYPICAL FINISH BACK TO VALVE— =IIII 1—{ I I I I I 1 I 11=11 (2) PLACES GRADE _ O --; I' —I_. �o I I IMI I IIII= III= =1 I I I- -- - sCH >? Pv r T I _ — 2 CLASS 200 PVC „ THI"E ADED ./ I'I I— U I IIII r . �.; I =I I ` . -I I 1-=-� I I I==III SLEEVE (2 PLACES) Y f sr 12 SLACK WIRE i ��� i —� USE 3M DBY WIRE NIPPLES TOP VIEW OF =IIII= '• IIII= I) �. =IIII=IIII— ►' CONNECTORS rs DRAIN VALVE ,;. LINE TO SYSTEMS ' a w' SCH. 80 ST90 1+' SCH. 40 PVC =I I ( IIII=I i I I FLOW --� . - LATERAL_ _ _ . III-=i I I I I i� —I I ' .• , = MANUAL DRAIN VALVE I VALVE BOX — 1113 -_i I SEE DETAIL K/L-4 12" DEEP MIN. _ _ EXTENSION -_ " - AS REQUIRED 4" i;LE ARANCE i-I I I I I IT I IIII i » .. 111 , SCH. 80 PVC q ' ++' J — BETWEEN GRAVEL_ III ;1- =IIII= =II--_ GALVANIZED 90° NIPPLE i AND VALVE I I-IIII=III I I,I I_)III==IIII— ELL (TYPICAL 2 x 1--I1 =1 ►i I I�-.I I i 1= -1 i I 1-1 I I f=I i I PLACES) PAVING BRICK •---J O "-- IIIA- 6" DEEP PEA GRAVEL SUMP EH OR 2"x4" REDWOOD MANUAL DRAIN VALVE MANUAL DRAIN VALVE REQUIRED ON'_Y IF LINE _ --.-- TAPE WIRE TO SIDE OF MAIN c` ` SCH. 40 PVC MAIN LINE AT 10'-0" O.C. SEE DETAIL K/L-4 SLOPES TOWARD BACK FLOW PREVENTER " 18" DEEP MIN. AUTOMATIC VALVE WITH DRAIN _ REDUCED PRESSURE BACKFLOW PREVENTER SCALE: NONE L NORTH DAKOTA, 11065 SCALE: NONE `\ r x M1 BUP 93-0057 16 OF 87 .i 1. !1 4r. moi, a.`1 ;�' - rq �!. .tV J '.Ii�: 'ip .-. ,. :"•fr,. ^' ..i'� Yy„ r�. .,� •� r� ,,, �� . .. » -w.,.e..•.., ..•.;.►,r.✓AM VrMitMN�.►Y'I�r+T� . 1„.17}x•. .�7i•� •k ..-_ '�7ni.'Hc=w..w.ir nYl. ,, a'� -. t 1 1 pil p11111111111114 } [EGICLE THANIF THIS MENT THISIN ESS rrl�1 � c T �jj fi 1 11111111111TTTTI I 11 AUGUST �© 1995 IT IS DUE TO THE QUALITY OF No.36 THE ORIGiNA1, DOCUMENT'. 4111111 �L78Z rZ 6L�8I Li9Z •illl!!IIIU�lll111Ilil�Illl IIIII► IIIIINII I i I II 111 �IllJ III�IIfi l U I 1 aliKkk'.J.W'ttlfA3nM�YV3ti'Jgt+ilhlgEkt�Md�lUdW'p&Y'Y� iNf7,dR17�NNAklll�i"Y1�Y'kd'k'A4YW�;YnrW"x�kV''^h+ar.YHI:>'�P�.+Vtt..cws,vuWif■r� _. ..rnin.,Mbn+ .. '.' ,. ... _ . , " ' ..• .. ,. ,-..•., +...a..-.-w-...-.,m•.r.. ..• -......-. 4 A-4 3 56'-4" 41'-4" 92'-4" 4'_0" 20'_4■ �- 2'-0' 34'-0" 11 _911 19'-0" i1,-811 13'-i" 4'-6" 12'-9" 2'-0• !7'-2" /-. 2'-014 30'-10" � IL 19'-p,1 4'211 9'-81' 4'-211 61-601 5�, Q, _ 1 11- A T I W-11 1 W-11 AA-7 4" CONC. SLAB L - - — - _ __---- - A-8 U) o A ON 4" GRAVEL G • MOTHER'S VESTIBULE VERTICAL BASE TYPICAL �� - STORAGE P.R.V• cn ROOM i 1 i S i i f 112 �' SEE SHEET P-1 Q1 5 0� 5 W-7 108 W W-9 is �� �� 1�-,, E���Jke .� � [JB sroR. MECH. c� 1� W`7 t -I l • 1 W-3 W-2 LJ W 7 13 [A] 12i S22 W w-C - to u []'_ 4" '_ 3 M 12'-1 411 _ p ���,���� x'""777'-911 - •], M 4 _p 1 11 —� --11 - 11 -- j 1 r, 1'" ' ^'^ N 11 '- - ~ w 7 .7 _ �fJ .7 .3 P ELEC. CU9T._ .11._� ��L� �_ 1_ _' -� i3 5'-10 3/4" �i a ` iS r- N •� vctar.� ., • W-2 PANEL E13J ( 15Ho ,Fi 1R3Z a:. tl _'T MEN WOMEN rn Ci EXIT i i g i� ROOM S AREA 0,3 <JL 1 G,U T1 ^ in q I -Cl EA ROOM '�o ' SO2CLERK ` iO3 ( C`gIZ 106 107 PASSAGEWAY ROOM 1!8 - !17 ROOM ROOM ROOM �' \'�' 123 `T U r, c� Q 1 L 1 W-2 367 , 1 \ a W-� I - 114 FOR ENLARGED 118 r " 1!9 120 l -- n ! A . Q N W-2. W-9 W-2 ' W-9 10 /(� PLAN - SEE .. - l0 f0 - ul �i i0 1 10 li / i2 W1 SHEET A-22OTYP. O W-9 Q s Cc a c \_ O �� E W / FOR ENLARGED �'' C ----- ►- P3 ti W-7 W-7 iv FOR ENLARGED -- WALL LINE ABOVE --� 1 i2 � (4 O iQ RESTROOM PLANS EXIT PASSAGEWAY L� PLAN - SEE iu F E cu to SO r F.E.C. 110 SHEET A-23 14 E f3 1 ROOM = Y f o 1 is , SEE SHEET A-20 co in cli SEE A/A-11 W-2 2 -8�1 3'-87F.E.C.7 'i A14 124 Li- I= 1 3� W-1 LW-5 W-5 SEE A/A-11 1D m ° W � a vi� W-5 _ __ ❑A `� W � ►-' `�cam, (10) - 12 f2 Af2 32 S SAC. 10 I 1,_�11 _ — J -14 y SEE NOTE 9 -� �"� -i Room Pte• w_2 7 S6 VOLLEYBALL I SEE NOTE 9 1 � !25 0 158 POST SLEEVE SAFETY W-5 " j 'm TRUM i SEET/A-14 - WAINSCOT A� ' 13 • F4 57-607, I BASKETBALL SEE NOTE 1 i y� ; Ir - W- 25'-4 1/4" CHAPEL L1O� 30'-0" ��.- .7y17 • _ —`—_ STANDARD WALL LINE ABOVE lJ H P8 SEE J/A-26 --7 Pg A26 cpj� a A 13 f 8026 B J4 IN 1.0 W-6 CULTURAL CULTURAL CULTURAL 1 � • CENTER CENTER CENTER ROOM ROOMI 1 W-2 ao I _- g -- - 01 !61 ' i62 163 1 364 S85 0 111 1-'1 ■ " • 1 111 -�``___- s p p •� ll a 111 1 ll ll III 111 113 N o R1 cu 1 I ^, A W-4 • A i v a N cIs e'v A-6 • A-6 � lW-3 � i IIS WOMEN FOR ENLARGED -+-- - I WOOD THRESHOLD WOOD THRESHOLD , 1n 130 - O ROSTRUM PLAN SEE D/A-25 I SEE O/A-25 I _EN 1 � F � F, SEE SHEET A--17 - C-� I, x129 cu �+'" cmv ? h _ �L w W- 64'-Q" 17'-0" I 19'-0" 20'-0" I 21'-0" 21'-Q" 11 6'-! 1/4 7'-101/ 8' 0 1 4 ELEC. `- - i _ 911—_ VOLLEYBALL — SEE NOTE 9 W-4 111 W W W_7 3 Q C� PANEL POST SLEEVE I g' "r- 1•_p" S4 S p� I SEE _ ELEC. NOTE 9 SEE F/A-14 SEE a CORR. CORR. Q w Ll z cn N-2 II 1 1'-10 1/2" NOTE 10 cn 15 S32 13! iA uJL Q ! i4 - -la - I �� F.. Z S 57 I 1'-5 1/ r-1'-5 i/2" , 1 -10 1/$ /'1'-5 1/2 Ci� W_2 I `- \ J O 1 - -- --- U I il- 17 !7 - - ifi ` ELEC.f • W-2 E.W.C. ` _ (� o o ie • WW-5 MAIN iv W-5 IQ W-5 FOR ENLARGED ^c cQ u,J Z < 0- cv SEE NOT 14 �_ F.E.C. EXIT iv F.E.C. .. RESTROOM PLAN 1 - r n r n C� � A-e i8 17 SEE A/A-I i " SEE A/A-!1 SEE SHEET A-21 f5 A-g V v = Q � ` ' f' I Wr2 CIRCULAR STAIR SIT PASSAGEWAY i43 5'-0 ao 4 -011 3 - m i _ i 0 W_7 WALL LINE ABOVE SEE H/A-26 STAIR i43 f6 15 !� 15. 15 i '�- S8 i8 ie 18 18 W-2 i6 C8 �, r• U- to 00 UP P8 • P5 __ _ N W-7 17 150 EXIT S6 __ �! " _ ._._ - -1Cu m w o Q cv I I''1 ROOM 1 PASSAGEWAY ROOM ROOM ROOM ROOM ROOM ROOM -+ ROOM ROOM + •1 - c (FUTURE 8001 ROOM 17 in STORAGE 3� S40 139 138 f37 136 135 -� 134 S33 V � C uP CLERK BISHOP a h!St 1 P) CLERK) S 5? 151 W_2 149Ln 156 155 m 154 153 FOR ENLARGED REST-ROOM �;� 16 El EC. '" '' 0 Q (O P7 -AkAµ 142 3 ELEC. J O _ W-g 17 146 W- IN SHEET A-20 W- PANEL 'M' � W-9 g'-2 12'-i 3/ 12'-1 3/4" 8'- p 4" 9'-31/2" 12'-B" ^_ 3'-8" _ Sg'-p' 11,151 s 5'-93/ i0'-9" 8'-9" 8'-9" 8'-9" 8'-9" 9'-0" '9'-8" Il'-4" Q ROOM W"' 17 18 STIR. [ W-7 A F D C A aIII W-2 147 W-7 A [:A] EA] FAI W-7 Ei] FAI 5" 5 VESTIBULE 1 f45 i MATERIAL - CENTER C (,7 FOR ENLARGED PLAN -7 " f 46 S 44 ' W-7 S 7 1 17 ao F' _ cn SEE SHEET A-24 \ ; W-2 W-11 W-9 �� A - - - ("k- _ -= A A-7 olp LW-1 - _ y I FOR ENLARGED 5 A-8 5'� B PLAN - SEE ON 4' GRAVEL rn 19 8'-6 • A-7 SHEET A-23 [Z-Ou - BASE TYPICAL 4'_0" �'�' 16'-5 4'.6' g'-5" 3'-9" 18,_0" 11'-8" I?J I" 4'-5" I S'-4" 2 -0" 15'-4" 2'_p■ 3 7'-8" 2'-0'/ 10'-4" SJ9-1555-77-1 py 56'-4" 41'-4" 82'_411 1 A-3 FLOOR PLAN z Y GENERAL NOTEC SCALE: - 1'-D" ____ _ __ _ __ o 3 - -- cn WALL TYPES SCHEDULE - ------ • - - - -- ---- - - - INFERIOR WALL LEGEND i, DIMENSIONS ARE FROM CENTERUNF OF STUD OR 6. FOR BASKETBALL COURT MARKINGS 12. FOR LOCATION AND FRAMING OF RETURN b` cb FACE OF STUD AS INDICATED ON THE FLOOR PLAN. SEE SHEET F•-1. AIR DUCTS M WALLS-SEE SHEET M-S MARK ASCRIPTION _ ___ ___ ___ _ — -- ------- ------ -- - ------ -- --- �� AND NOTE 14 ON SHEETS-4. W-1- 2x4 FRAMING AT 16" O.C. - TYPICAL OF ALL WALLS UNLESS OTHERWISE NOTED D2 EXTERIOR MASONRY WALLS PROTRUDE 1/2' T SEAL. ALL ELECTRICAL AND MECHANICAL - --" �`-"' - — --_: ShEAR WALLS- rn BEYOND THE FOUNDATION WALL HIES. PENETRATIONS IN WALL ABOVE AND BELOW 13. FOR VAPOR RETARDER UNDER CONCRETE W-2 2x6 FRAMING AT 18' O.C. r�SHEETS-2. CEILING IN ROOMS 102, 103, 154 AND 155, SLAB, SEE DETAIL B/A-27, 3. SEE WALL_ TYPE SCHEDULE FOR WALL FRAM;NG W-3 2x8 FRAMING AT 16' O.C. O _ _--- W Z NOTES. 14• BEVELED WALL PANEL. SEE DETAIL N/A-17. " INSULATED WALL 8. FOR DETAILS OF CHALKBOARDS AND TACKBOARDS W-4 1 3/4 x 5 1/2 LAMINATED VENEER LUMBER AT 16 O.C. O 4. INTERIOR WALLS AND CEILING AROUND VESTIB(.� SEE SHEET A-f f. -`— W-5 13/4' x 7 i/4°.I.AMMATT:D VENEER LUMBER AT 16" O.L. 111 AND 146 TO BE INSULATED. -- -- -- ----- IL INSULATED WAl1_ WITH 9. ACOUSTICAL WALL PANELS W-c 1 3/4" x 11 1/4'LAMINATED VENEER LUMBER AT 12" D.C. 1EXTERIOR WALL) Y ONE ADDITIONAL LAYER OF 5. PROVIDE SOLID BLOCKING W TFC WALLS AT SEE SHEET A-6. 5/8' f=YF9UM BOARD ON ALL DOOR STOPS, CHALKBOARDS, TACKBOARDS, W-7 2x6 FRAMING AT i8 O.C. IEXTEAIOR WALL) TYPICAL. — _ _ ROOM SIVE OF.WALL.. 'M BULLETIN BOARDS, TOILET COMPARTMENTS, VANITY BRACKETS AND AT ALL OTHER EQUIPMENT AND 10. DIF1b1EA SWITCH, SEE M/A-24 - _— r�- I W-@ ! 3{4' x 7 !/4"LAMIIJATEI)VENEER LUMBER AT i6" U.C. (EXTERIOR WALL) TYPICAL. EXTEND GYPSUM BOARD ON BOTH SIDES OF WALL a I ACCESSORY LOCATIOW. SEE C/A-S 1 (TYPICAL), 11 J. SAFETY WAINSCOT. SEE E/A-26. W-9 2x6 FRAMING AT 18" O.C. WITH WALL SHEATHING BOTH SIDES. (SHEAR WALL) FULL HEIGHT I DAKOTA,11065 I W-!0 i 3{4'X 7 i/4 LAMINATED VENEER LUMBER AT 12" O.C. (EXTERI01'1 WALL). i Nip?H SUP 93-0057 W-!! 1 3/4'X ii 1/4 LAMINATED VENEER LUJMBER AT 16' D.C. (EXTERIOR WALL) ( 17 of a7 _ - SHT..._°OF SHTS. t A � COPY. OHTLR q. ..•:nw.p+*w. w ,.e.t• : ._. q�.■nyM� »... .."..�'"«;a..„.,...._ ,....r,n.Y'+n.rv+.aifyrn>d^«n..u.rn.W n,.'W-, ,L,;..wrrrn-......a.-y,,.... li 1 1 - ' IF THIS DOCUMENT IS DESS 1 I I I1 1 TI� � 1 Au�`���`� � � 1995 '� + _ _ _ 6 ' 7 8 0 11 _�_J ! LEGIBLE THAN THIS NOVATION, 1 - 4�__ _ _ _ IT IS DUE TO THE QUALITY OF No.36 ®'r- TME ORIGINAL, DOCUMENT'. - — — - -- ---- - - -_-- I - r E 6Z BE LT. 9 Z Z E !! ��Z TZ Z Y f3i Li 9i 4t IfiI I Et Z1 tt o�l �6 �ZI Illl�llll Illillllllllll�ll�ll 11101 �I� i 1 1111 Ililllil�►Illlllul� ` III ILII ILII I III � 1111111II III��III 1 ll� III. II I II � I �I�I ulll I Ihl illl���uii���i�1u41�111� �� I� iu(�u� u�u��l�iu���� III III I III � II I II � � I lll�llll ILII{ �IIII III ll�lll II I r i s • L OAK �' ' •► A A AA-7) A--8 cn _ n FOLDING PARTITION 1- ani W-2 / HEADER- SEE C/A-14 C) O_ ---- - — —-- -- _ — --- - - — — W w x I ~ N I':•:•:•:-:• W-2 W- � o I w Y I•'�'•'•'•'• N TYP. CJ w - - - - - - -1 I' A25 Q I• I - - - - - - I- W-1� i O -- - - - - - - - - - - - - - 'I Q I - - -- - 3 En .�: . - - 5" - 2' .k 25' •I n 1 I Y v {�S1Tl -� n r . . . . . . . . .•21 StIt11K �t F PARTITION ART T J1 C :TYP 14 1CAt;' I ON LL Ct •I - 3 HEADER DEA A- 4 SEE C i W vi --- •1 131E I i Q.*.'.. 'I -- - — ' ' W-5 W-.5 W-5 - J CC U7 Q J I • a U • 'I •I W-2 I I .I I • I �� • I • 'I 7 FOLDING PARTITIONS -1 • I UPPER ROSTR►1M UPPER UPPER UPPER :-; I B 159 UPPER CHAPEL 160 CULTURAL CULTURAL I CULTURAL UPPER �� / CENTER CENTER CENTER ROOM ROOM I B \ W-6 i61 I 162 163 I i64 165 2x6 FLOOR FRAMING • •I ;•;•I AT 16" O.C. WITH I •I A (1) LAYER SUHFLOOR A ON TOP 5/6" GYPSUM A� :•; BOARD AT BOTTOM I : I I I •I Q • :I Q (D Ll.l FOLDING PA EI. W-5 W-4 :•:I W PORTION OF ANGLED WALL PARTITION I "' Q Q Z WHICH EXTENDS UP FULL HEIGHT - - - -. r.- - - - W Q ~ . . . . . . . . . .Ico OPEN FOR LIGHT AND � �'�{ I • :f : II KJ Ul < 0- ORGAN SPEAKERS W-2 • ( II ~ V — W-5 all W-5 C Q y Z Luniam . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ............. CL Y . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . A 0 -8 _ c 25 I Q J 5 - LL1 2' :LAY]aA9WL n •r a .e}.uYERsstIBELa�. a SIS L {21 SEA$ F1 iIEJ NG rn V rnQ 7 A V U B •T'( P `FP. . Z .IC,OAC•:•'-'•'•'•.:.:.:.:.:::::::;:::::::::::: . Z F- A -8 - - z . . . 4CE P-1 0 W W-1 W W z W F:A_DING M N TYP, W O Lr 10 PARTITION A25 TYP. A25 �--i Cf) w HEADER CIRCULAR STAIR SEE C/A-14 W-1 SEE H/A-26 j Ln LD a. < �, C W-2 ►—� c c �-- A-7 A-7 W-2 FOLDING PARTITION FOLDING PARTITION A HEADER-SEE C/A-14 A HEADER-SEE C/A-14 A-7 A-6 B A-7 539-1555-77-1 UPPER LEVEL CEILING SPACE PLAN N SCALE. 1/8 ! 0 cn Y Z T- o O U in 1 W 7 0 tx lri W cv D a 0 _ 0 GENERAL NOTES : M C) i. SEE SHEET A-1 FOR WALL TYPES. 2 2..SEE SHEETS M-1 AND M-2 FOR LOCATION OF n MECHANICAL EQUIPMENT. 3. SEE SHEET P-2 FOR PLUMBIN0. 4. ALL GYPSUM BOARD IN UPPER LEVEL CEILING SPACE SHALL 9E TAPED-DO NOT PAINT r o NORTH DAKOTA, 11065 BUP 93-0057 IS OF 87 SHT._ OF SHTS. L� �j COPYRIGHT LRS IF THIS DOCUMENT IS LESS771TFiT' 11-7T7 I7IT 111 111TTT �rTt 1jT 995 LEGIDLE THAN THIS N07'A'I'ION, I L 6 �j , ' 1 AUGUST 30 IT IS DUE TO THE QUALITY OF No.36 �i„M=-.... THE ORIGINAL DOCUMENT'. E 6Z 9Z �LZ SZ Z Z £ Z TZ __ --- — _..— -- _ _ - � Z 6�i 9I �LT 8i Si 6T £i Zi iT T 6 L 9 9 £—E111 — IaIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII Illl�llll IIIIIIIIIIIIIIII II� l�llli �,ll I �� �IIIIIIIIII�I ���� IIII�IIilllllllllll Illl�l li(11111111 1111111 I Jlllllllll I� w61 A " h A STEEPLE-SEE SHEET S-12 U 68 — CONTINUOUS RIDGE VENT ROOFING MATERIAL W w SEE A/A-103 LL � N O W • Y Lt28 TOP OF TRUSSED-8 5/8' RAFTERS AT RIDGE - ci FLUSH ROWLOCK BRICK COURSE / _ !2 CC METAL FASCIA A 10 E _ BRICK _ 1 � 53/8 a AND SOFFIT - - o -- CCfEELLEDBRICK — VENT SEE A/A-10 SIM. N AT PORTAL E MECHANICAL \ 0 A-8 LOUVERED GABLE 8 X 8 ACCENT _-_ - !2 SEE F/A-8 �\ Y ,'- BRICK BANDING - _ MECHANICAL ENCLOSURE -_ __ _ AND 6t CORNERS TYP. �'•��? �..nv-"^ =ter .:-.�:,K-ti" N\\ - B�� _ _ /- FLUSH ROWLOCK � �+- Q � -_ -Y --- 107/8 BRICK COURSE C W � N FLUSH ROWLOCK 12 - _ _ METAL FASCIA --� WOOD.WINDOW f:9ICK COURSE- - - A-5 J Q _ I AND SOFFIT SEE SPIFFY N-12 ELEVATION TOP OF _ -- 108'-1 1/2" 1 WALL PLATE - - .�- T> Z1ZITIIIL -- - ELEVATION _ — _ - _- 100'-0' TOP OF FLOOR LINE +441 11111 1 0 1 11 1 0o Q Q 17 17 a F as ori o 0 E A5T ELEVATION ,►-s Q LLJ Li i SCS: !/Q•-1W 1 C-) C. cz Cf d o 3'-11 5/8" O O Y > W = � a 4 B 41@ ti C] ._.I A-3 N C� � � W �-� 0 LLJI— J -- W OC THE OF W o 3 HCHURCHI °�° THUS CH R I S - STONE SIGN `�' � CTi � w m W/ INCISED Lo OF LATTER-DAY LETTERING 0 m I TYPICAL! '+ C + SANTr-T� STEEPLE- SEE SHEET S-12 Q in FLUSH ROWLOCK I� Vl�lT®RS WELCOME ELEVATION COURSE BRICK CONTINUOUS RIDGE VENT �--{ SEE B/A-10 103'-0' FLUSH 8X8 ACCENT FLUSH STACK BOND BRICK 8" 8" BRICK (9 BRICK WIDE) ELEVATION TOP OF TRUSSED 1281-65/60 RAFTER AT RIDGE - BUILDING IDENTIFICATION SIGN SCALE. 3/4" - 1'-0" A 12 5 3/e - �' SJ9-1555-77-1 LIGHT FIXTURE - --" - 419 ROOFING MATERIALS -- --51' BRICK - -- - - -- q19 O MECHANICAL LOUVERED GABLES BRICK - -- - _ - METAL FASCIA AND J4,• - _ CORNICE 8 X 6 BRICK COURSE 1 ELEVATION TOP OF - _ - - -� �' 8 X 8 BRICK. COURSE tn Y 108'-1 i/2" WALL PLATE - - _ _ _ _ _ 3 O U 3 1/2" x 3" x 1/4" -�\ -_ _ - - -- - _. -- - -_- STEEL ANGLE WITH - -- - - - - _ - AA4 8 X 8 BRICK ¢ o (V -- - - — — 3 1/2" LEG VERTICAL - _ -- - _ _ _ 3 COURSE INTERVALS � [nATION --�---- -- - - - - - _ -- — --_ --- !� CORNER (TYPICAL) � TOP OF FLOOR LINE 1 x4 SPACER CEMENT BOARD 6 A-9 BUILDING IDENTIFICATION p SIGN SEE A/A-3 w z GROUT SOLID BEHIND SIGN - ENTRANCE - SEE SHEET A-12 EXTERIOR BUILDING . � IDENTIFICATION SIGN WITH INCISED LETERING SECTION SSU"-H ELEVATION A.-, n • ` SCALE: 1.1/2" 1'-0" c� SCALE: !/B" - 1'-0" NORTH DAKOTA, 11`65 SHT._ OF SHTS, 8UP 93-0057 4 � � COPYRIGHT LR? 19 OF 87 LE IF 'THIS DOCUMENT IS LESS I 6 �1. rI� �ijTjTjljIj '• I jU rl' � AUGUST 3� 1995 LEGIBLE THAN THIS NOTATION, L - I _ �J - -_ 4 g--_ _ 1_�..- _-_ IT IS DUE TO THE QUALITY OF No.39 THE ORIGINAL DOCUMENT. III I £11111II 11 1 I Z�l IIIIll8ll Zllll�f I 1L1 Z1 III1II 11 8111Z tT IIIIIIf6I ► hill lilluu lullull iII� Iu 4 II►lZ11�II£ II�IIIZl11111biuIIll 1IIII llllul11Ill IuiIIUI iu ►I `` I� $............. ., ��.• rte'"+� A N s� A STEEPLE-SEE SHEET S-12 U ROOFING MATERIAL CONTINUOUS RIDGE VENT w SEE.A/A-10 _ -_--- ® --TOP OF TRUSSED ELEVATION = � RAFTERS AT RIDGE 128'-8 5/8" 12 FLUSH ROWLOCK METAL FASCIA 53/8 E I - - COURSE EiRICK A-i AND SOFFIT •� - VENT SEE A/A-10 SIM MECHANICAL ENCLOSURE '- 12 _ E 8X8 BANDING TYP 107/8 FLUSH ROWLOC� _ - _ __- - 8 X 8 BRICK @ Y C► BRICK COURSE- i2 BRICK - - - - _ BRICK �� -FLS ROWLOCK = �� 3 COURSE INTERVALS lu- Q C �/ ----- I I - _ r - 12 BRICK COURSE @ CORNER uJ < w ��/ WOOD WINDOW _7 METAL FASCIA !2 - -- I _ -- a i� - 12 w A� SEE SHEET A-12 AND SOFFITCc N _ + _ - - TOP OF ELEVATION -- _- ---- _ _– - - _ _T�LII. ==��_� _ — STTTTTT-TTTT -- L LlWALL PLATE 108'-1 1/2" Kc- fl- = -- - - - - -__ --- - - - --- -- _ - -- - _ _ --- - -- --- _ _ ELEVATION HHH ---- --- — TOP r1F FLOOR LINE 100'-0" i B rrnn UJ 0 L,L 2 W "T ELEVATION A-1 Q w SCALE: 1/8" - V-O" 3 3 C[ w (n z cz U) Q 0 v a Q CL O o Y > w CD L T w N Z � cc: W 0 z w w o3 �..- 2: x inx Is) w (.I_ O STEEPLE- SEE < SHEET S-12 CONTINUOUS RIDGE VENT YL - SEE B/A-10 — INSULATION NOT SHOWN ELEVA170N TOP OF TRUSSED -14 RAFTER AT RIDGE •- __ - - _ WALL SHEATHING WITH =-- AIR INFILTRATION - LV: STUN, BARRIER E` �� 12 5 3/8 �r Z 2 ), x r- ry 'rJ / S39-1555-77-1 * " '��c ROOFING MATERIALS I / E,,. \JE,"Ef"le L f VENT SEE A/A-10 SIM METAL FASCIA AND BRICK / \\\ SOFFIT 12 \�\ 12 \ ELEVATION TOP OF 108'-1 1/2" WALL PLATE 8 X 8 BRICK COURSE_ ... - -= - - ---- _ ----. ==- ---- - -� --� RUNNING BOND BRICK `--FLUSH STACK BOND BRICK 8 X 8 BFlICK (9 BRICK WIDE) [EEVATIMI - - - _ ] _ - -- -- - -- -- ---- - 'E�� �� ✓4 100'-0" TOP OF FLOOR LINE -- - - -- - - - — -- - - - - D RO W S OF 8 X 8 BRICK ^ 15 �A AT BASE L. J DETAIL A-3 SCALE: 1 1/2" - i'-0" A Q t r­IORTHELEVATION A-1 4 d NORTH DAKOTA, 11005 SCALE: 1/8" 1'-O" 4 gUp 93-0057 20 OF 87 BHT. cr 2 4 5 • ,►, p ` ; IF THIS DOCUMENT IS LESS ��i�I; l��lT�� �'�!� � 6 T� 11��11 I7s7- 1TT � 1 995 4 LEGIBLE THAN THIS NO'T'A'T'ION, 1 I q , ., �-.---_ y� ----� --- ��--- - � 11. 12 AUGUST 30IT Is - -�DUE IO IHE QUALIlY Ot� No.36 ej =... THE ORIGINAL DOCUMENT. -- - -T---- --- --t1illill,IIII £IIIILII8IIIiIIIIIII8II ZIIIIIIIiLI ZIIIIIII9IIjIZIII -.'£Il IzIIIIIII l.- Z-llZllll_ll..l.6_ll�lIll.l-l� IIBII�ITI-II-II-IIGI-IjI TIIIIlll9ll I III111 Il-llll�l-l-ll�1111--�1-U��llllll�-ll��lllll-lll--ll- _ -- --- 6 IIIIII _I�ZI-II._l.11lIill--11 IIIII ;1111 �I Z I�iYUe I�IIullllll�llll(lllll 11 it E , AtO 4 A A-7 H <F- AA(EA_9 TYP. A-B b 6' FL LIE FACE OF BRICK SLS SLOPE 1 BELOW OVERHANG � - ---- +� 4' VTR 2' VTR - 2" VTR A � ROOFING MATERIALS ^a ROOFING MATERIALS MECPiANICAL - � PENTHOUSE IQ L>,� A10 AG 4>r^ SEE C/A-27 ~ Q \A7, olM. _ L U �c� d 1 112" VTR !� _ _ W o x 0 0 0 0 0 0 J A R I NG COCA AL AT / � � N � 0 0 0 0 0 0 0 0 o EACH FURNACE I - w N �° ° 1 1/2" VTR �1 1/2" VTR A " SIM. A f 0 / ° A CC N 1 i/2 VTR q-g Q I 0 I I o IL2: �I Y W� � .- i STEEPLE \�� CONTINUOUS RIDGE VENT LL Q W LL Q CONTINUOUS RIDGE VENT 3 SEE SHEET 5-12 A SEE SHEET A-10 vi A W � A10 A10 - - RIDGE SLOPE 4" VTR OUTSIDE UNDER STEEPLE PROVIDE 1 FACE OF STUD SECONDARY UNDERLAYMENT ROOFING MEMBRANE WITH METAL DRIP EDGE - \ 7'-0" AND FLASHING A M �uuV1� r; A� 1 1/2" VTR F"^ � ornr+v ` -- STEEPLE ` A BELOW OVERHANG �-- - - ROOFING MATERIALS +► A10 SIM. C � ' ROOFING MATERIALS A-9 - VALLEY FLASHING /- 1 1/2" VTR i 1/2" SEE VTR A/A-28 1 1/2" VTR IL A-8 C 0 0 0 0 / I 0 0 \ L ° ° \ Q (Q W A 9 O O W CONTINUOUS RIDGE VENT _ - 0 CC W Q cz m IW. Q ROOFING MATERIALS -- ` — VALLEY FLASHING Q ~ /8\ SEE A/A-28 TYP. O O 0 WALL uNEl__J Q p SLOPE� SLOPE --- SLOPE -ROOFING MATERIALS � ~ a" I LL __ . 0 2" VTR - - _ 0 MECHANICAL L j O C __ _ /c\ LOUVERED LL.J ? Z FOR SPACING OF A A _E_ A-7 q_7 DORHMRS SEE F/A-8 A A B L i 5 DORMERS SEE A-7 A-9 TYP. A a A-8 A-9 ROOF FRAMING PLAN ON SHEET S-4 Q LC) Lo C E - J O A10 A-7 � r'�r�nc nl ALI /TN r-I v W I F-L_PAI N CONTINUOUS �\ ~ J SCALE: 1/8" 1'-0" RIDGE VENT FOR VENT SECTION 1. SEE A/A-10 SIM. AND DIMENSIONS SEE A/A-10 SIM. I \ — METAL FLASHING RIDGE VENT ABOVE SEE A/A-10 SIM, SHAPED 2x6 TOP PLATE \ '� ON 2x6 STUD WALL 4/SL0P� TOP \ SEE DETAIL A/A-9 OF vLNT 6 3/4" x 19 112" HIP BEAM HE-1 519-1555-77-1 I \`� � META).VENT HOOD LINE OF BRICK HIP END AT VENT/ _--12 SEE B/A-i 0 ,/ Q,T r71 r 1 ROOFING MATERIAL 5 3/8 CONTINUOUS 2X6FASCIA \_� _ � \ B METAL VENT HOOD (LOWER) \ i 40 SEE A/A-10A FLASHING CONTINUOUS 2x6�ASCIA METAL FLASHING -—. (UPPER) �� / --._-... - --- ------------ _ _ �� .! 11/2 / --— TUP OF SHEATHING - -- -- AT RIDGE (iYP.) FOR EAVE FRAMING � CORNER WALL FRAMING _-.______ _ __�._ AND DIMENSIONS ]C BELOW ___-__ _ ____-.---__- SEE DETAIL A/A-9 :t -_- METAL FLASHING SIMPSON T822 TWIST 00 STRAP OR EQUAL-BOTH ' _ C STT E - -' > ROOF MATERIAL ON ROOF SHEATHING SIDES OF HIP BEAM / N \� ! BE E/5-B\ L--C, TTLrR- CE-- - - 2x6 FRAMING — -- CUT EAVE OFF / 6 CE D FASCIA AT A5 ANGLE __. 4-1 4i BRICK - rn (2) 2x10 RIDGE SEE A/S- \ - / SEE A/A-9 (� I CONTINUOUS 2x8 / ROOF SFEA THING SEE R/S-7 VALLEY - - - - - - - - - - - - BEE DETAIL A/A-28 \ / / W Z p44� 2x4 BLOCKING ---- --- —� -- � � ____ i'-�' �- � SEE R/9-7 TRUSSED RAFTERS -- - -- -�r----- - BEE ROOF FRAMING BRICK - ````-- --- FASCIA A N D ` SECTION PLAN SHEET 9-4 s-s EAVE FRAMING s-8 EAVE PERSPECTIVE A SCALE: 3/4" i'--o" A g A-� -4 VENT PROFILE S_6 SCALE: f 9/2 � 1 O SCALE: NONE � \� SCALE: I" i'-0" D NORTH DAKOTA, 11065 SUP 93-0057 I 21 OF 87 B)HT.— OF SHTS. r' , 1 COPYRI(0HT - , ,,,,..,. ,,.. 4*w .: „a're'!r;rn+�ro•:*.ei�iat ?` . araw,.. j "IIw., T�T� I I - T IF THIS DOCUMENT I S LESS T111 i I �� T1 I Tr 0 9 9 5 - Nair- Ll"GIBLE 'THAN THIS NOTATION, — I — _ 4�_,f--- Fj J g 1 1 AUGUST 30 � .. '__---_I_- _ 1 ' S DUE 10 TIiIa QUALITY OF - , -IIII 1111111111111111!1111111111111 II IIIJIIII I II II I 11111111 llllil IIIJIIII1111,III11111- - -- --- - - N3_8THE ORIGINAL DOCUMENT . 9 6 ll11111 TI®I1J18I1111111GT 11114lll � 'ylIam="-II.,I I 1 11161i £ IIIIT11111(11111llllZII� �r-tie� I. ) -: f ! T GRAFT SEPARATION WALL DRAFT SEPARATION WALL ., 4',,,y - - -- �— SEE SHEET S-4 FOR LOCATION AND SEE SHEET S-4 FOR LOCATION AND �\ a,•,,.'' --' STEEPLE - SEE SHEET S-12 'A-14 FOR ACCESS DOOR OE TAIL (21 2x10 BASKETBALL STANDARD _ r G/A-14 FOR ACCESS DOOR DETAIL CLAMP _ PRESSURE CABLE A SUPPORT BEYOND- SEE J/A•-26 � -�� A� � t ROOFING MATERIAL ON -- RIDGE VENT TRUSSED RAFTERS - SEE HOOF A-7 A �., 131 2X6 CONTINUOUS r ROOF SHEATHING SEE A/A-10 FRAMING PLAN ON SHEET S-4 STRUTS AT SHEAR WALLS h SEE SHEET S-4 TYP. ELEVATION TOP OF TRUSS ( _ _ -__ 128'-g 5/8" - - - _ --_ ------- --- - - - - - -. - - - _ _ - _ -- ---- - - - � L A-9 INSULATION ul ` 0 l -- - -- --- — - LIGHT N1NG CABLE ----� - - - - _.._ _._ - -- ---- - - --- -- -- --- ----- -- -- -- ---- -- -- - - - r-- rn ' i ; - 0` 1 U Ocq BRICK w- SPEAKER ENCLOSURE (2) LAYERS 5/8 GYPSUM BOARD - - _ - - - � LIGHT COVE - SEE D/A-10 INSULATION _ - - SEE C/A-10 AT CHAPEL AND ROSTRUM ONLY - _� O - - ------------ H --- _ _ - _ - = g WOOD TRIM SEE A/A-25 - - _ - -MECHANICAL LOUVER _ -- WALL SCONCE - `-_ - 5 11-cl LU-111C'_ -- C�- C� J ,* TYPICAL TYPICAL F ACOUSTICAL cn --(A 15 CEILING TILE a a =m ------ -- - --- --- - F HETRACTABLE '-------- -- ----- --- I F O Ai5 BASKETBALL "------------------j1 SIDE- a15 N ORGAN SPEAKER - TOP OF ELEVATION 6"- -0 6'-p -�'-O 6'-0 g'-0 6'- 8'-6" MIN. STANDARD LOFT Ft.00R WA PANELS SFE J/A-26 �' WAI.I. 1 11'-6" ; ;� �' SWINGING 3 SEE N/A-17 / I I O ____� :===,� BASKETBALL p 2x12 BLOCKING _-"- __� F-1 STANDARD I I Y I v SEE A/A-26 WALL COVERING v ._ _ _ -- � ---__-�� :___. 2 AT e'-0" O C. WALL COVERING i 4'-0" x 4'-0" —� �`-- -�i��u���f== _1� W U- d c3ri L� --- `` ,?' l ACOUS'1CAL W PANEL S - I J Q. U7 ASO `. 1 SAFETY WAINSCOT ^ 1 3/4 x 11 i,'4" �d SEE E/A-23 LVL FRAMING PANEL AT 16" O.C. ; PRODUCT ROSTRUM a]7 SEE a/A-7 CULTURAL ` CULTURAL CULTURAL 10 pOSTRUM CASEWORK CHAPEL I CENTER I CENTER CENTER SEE SHEET ]59 10 SEE D/F-3 \ 160 PA 161 12] P9 I 12 162 P] I 12 163 A A-1 FOR -lot -- _ A17 ROSTRUM --_-- _ - FRAMING WOOD BASE ELEVATION TOP OF _ - - - - - ---Z-____ �.. l - _ - - SEE F/A-25 B too -0 FLOOR - -_= � ',A. FLOOR LINE -- - _ i AT CORRIDOR TOP OF FLOOR AT --=_`-^ ------ r REV. WOOD STRIP FLOORING FLEVATfON W000 BASE D SYSTEM -SEE E/A-25 BOTTOM OF CHAPEL_ SLOPED FLOOR SEE F/A-25 A25 E B U A25 PRESSURE CABLE CLAMP CI) TO GROUND RODS A B A-7 LONGITUDINAL SECTION A-1 S,-t2A-5 Q y W SCALE: 1/4" = 1'-0" A S-4 - Q 1- cv W Q ca Cf) � a � z � Q Q � J CL o Y U K I II ►�. < W S-9 LTJ � ❑ � RIDGE VENT TRUSSED RAFTERS - SEE ROOF SEE A/A-10 _ FRAMING PLAN ON SHEET S-4 z --__ - - — = - - - A-8 �--- �--' o i 1 `aLi RIDGE VENT � � CD \ DG EN r-1 Z U) SEE A/A-10 Q LIQ UD �-\��WA� � Ute-+ C - - -- - --- - -_- = REV. , - BASKETBALL ;; ---- --- - --- - - ��-�1. \ \'• \��\� Al0 1� STANDARD " ' SUPPORT - SEE A25 J/A-2G -- -- � ., INSULATION �- - - - -- INSULATION 5, 6 GYPSUM BOARD ROOFING MATERIAL ON ROOF SHEATHING 12 _- -- -_ 1 3/4" x 5 1/2" �- 5 3/8 - LVL FRAMING -�\\ WOOD TRIM - ] i I AT 16" O.C. DRAFT STOP ;��-'�� I-JOISTS SEE A/A-25 I I 'r � 10'-0" O.C. \�- �'' 1 - WOOD TRIM - SEE SEE A/A-25 WOOD TRIM - SEE A/A-25 CEILING SUSPENSION SYSTEM SJ9-1555-77-1 W-6" MIN. I ` 5/i" GYPSUM \ � W/ GYPSUM BOARD - PAINTED BOARD ��- ---_- _-__ -- _--- ---- - ---- - ---__- ---- _----- �-_�- _____ - - i (2) LAYERS 121 LAYERS 5/8" ��:•' � A [-+ I ! SUBFLOOR GYPSIJM BOARD M S , , �\�� A-9 A -� ! 2x6 CEILING S]M. -- - A14 �- WALL COVERING ACOUSTICAL PANEL i FRAMING A2'� - I / SUSPENSION SYSTEM ROOM I 1 1 ® CHALK 6 TACKBOARD n i 1 i65 ' ACOUSTICAL i i I a =1Q g ms's f: =\q e a �'Q n IF a e•� ,,_ =I=� INSULATION zv = PANEL I U L CULTURAL I 24 i i P] I '12� Rt)OM I _T a % ^ `' � ' �. EXIT - WOMEN BRICf\ 1 tij CENTER - ': .. I 1 I 164 6 ._ 6 6 - 6 - - 6- - 6-- I,ASSAGEWAY- -= - c - 130 CE — - — - 163 �cE 110 - 2x(ii FRAMING ., � cb ii = a *' s = a, � �,.' � Q _ =' � = v,a � = -�` .e =le 129 AT 16" O.C. �. I a -- ru - WOOD BASE - MECHANICAL LOUVERS A q \`- CAi�INETS W/ RETURN -- W 0 SEE E/A-?5 r �_ STEEL COLUMN A-8 A22 AIR AT TOE.SPACE a q25 CHAIR RAIL SEE B/A 2� SFE 0/S-2 SEE CJ/A-22 S-2 v LONGITUDINAL SECTION A A-2 A-5 1m SCALE: 1/4" d 1'-0" S 4 5-5 NORTH DAKOTA, 11065 BUP 93-9057 22 OF 8'7 SHT.__, OF SHii� 1 2 3 4 5 COPYRIGH I I F THIS DOCUMENT T S LUSS 11l I �I f + T TrT gTTTTT Tl 11 IT Tj rT> tri{ Tri T 1 1995 LEGIBLE THAN THIS NOTATION, �r�T�--T-�-- - -- j I -II m II T -r _ ] , 1 4 I ' S ' I� `7L_ _I 181 I � 11 1 AUGUST 3C) IT IS DUE TO THE QUALITY OF No.311 THE ORIGINAL DOCUMENT. --_ __ __,__ _ -._ ___ -__.-___. - - .- -- _- _ ._- — - --_ -__-_. _— - £ 6Z 8v LZ 9Z• �Z Z ��£ZZ �Z T`Z �Z 61 8�T GT 9i 9T tE�TT11111til iiG9 �, �£ 3�1111 IIIlIIIII lIIIIIII 1111I111111�II1111 IIIIIIIIIIIIIIIII� 1I ++ +1� �II `++l�l�llllll<<. ++ +l►+Il IU A � JJ A . , ELEVATION TOP OF TRUSSED =�-_ - jktL 128'-8 510 RAFTER AT RIDGE _ '— RIDGE VENT ' TRUSSED RAFTER TR-1 f A , � — (2) LAYERS 5/8" GYPSUM BOARD ON CHAPEL CEILING F G T 1 I-JOIST o R ROOFING MATERIAL ON - ,` �' \ w 3 a ROOF.SHEATHING - - - " C \` INSULATION ~ w INSULATION ,/ i - �\ w MECHANICAL GABLE - BEYOND - SEE F/A-8 1 T -' SHEAR WALL BEYOND C) w (2) LAYERS BOOK MATCH 10 I ¢ 5/8" GYPSUM 3/4" PANEL I J _.K J I-tJOIST--N, PRODUCT W/ -- / / � i BOARDAT I IS PICAL HARDWOOD 10 1 ELEVATION CEILING SUSPENSION Q SHEAR WALL _TRIM - 111'-6" SYSTEM W/ GYPSUM I \ \ \ o BEYONC H - _ -_ _ _ BOARD AND —`� I - ACOUSTICAL TILE \� uj 2 i 2 FRAMING � LEVATION OR OF _� J (2) I-AYERS - - -- — FRAMING I BEYOND (2) LAYERS < SUBFLOOR BEYOND �, ¢ 3 08'-i 1/2" q - --- WALL COVERIN - WA L r V �UBFLOOR w CONTROL L ,0 ERING� w i - i - - -- —_-- _ JOINT SEE I � N.,•a�_.�.. ti=..�_�: ... _a ¢ U7 � JOIST BLOCKING _ -=_ _ -__-__ __- ----- - P INSULATION-- r -f— ANGLED WALL.---*- " �— -- I - �--ANGLED WALL ":€UGIT - A 17 / \ BRICK - ROOM PASS. I CHAPEL I PASS. I ROOM 2x6„STUDS AT 154 143 18 161 - 110 CO3 16 0.C• - -- - - - _3 B LEVATION OR OFLL FA4w 100 -0 LOOR ---- -- - - Aw CHAIR RAIL - SEE _ - - --� 1 y CARPET BASE B/A-25 - ------ --- -- - - __ ---------- -- ---- ---- SEE C/A-25 17 ROSTRUM CASEWORK SEE 8/F-2 u� IT- SECTION- A-, ti SECTION < > W A-1 A-2 A-5 Q CE SCALE: 1/4” = 1'-0" A-6 S-4.S-5 � W � � co Cf � Q Z CT 0 o o F= 10 Ljj T 10 _7 ROOFING MATERIAL ON •P B C.� 0 [T. 0 (jj ROOF SHEATHING CONTINUOUS ROOF VENT OVERBUILT FRAMI 1 IBJ s = ELEVATION �RUS OP OF SEE.B/A--10 SEE A/S-6 -------- - --- _�__.--__._-_ _-- _^------___-_ — LEVATlON P OF TRUSSED ~ _Z 128'-8 5/8" S ---- --- -- _ _._._ - ' - ! - -_ --- -_ - _ ,_.--- - ------ - _�_..-- -- - 28'-8 5/8' R FTERS AT RIDGE V„� W 0 till [ .1 W - - I OOFING MATERIAL N - METAL FASCIA I I I I '� / R 0 --i U) m SYSTEM Lr)SHEATHING V cl CCESIS HATICH I / �, rr J O CG II I EYOND - SEE TRUSSED RAFTER TR-4 i2 Q V r, -=/A-27 107/8 / H ( � BRICK I - / `� ►=, � I I CCESS HATCH � / I � 1 S-7 f-- EYOND - SEE ELEVATION OTTOM OF /A-27 118'-4" RUSS �` �- ' ELEVATION TOP OF 118'-4" _ WALL . --- ----- _ TRUSSED RA:F'TER TR-5 1 13 25 — x6 FRAMING 2x6 STUDS AT - I - y / / I I r--ACOUSTICAL PANEL 539-1555-77-I s 16" O.C. I I I SUSPENSION SYSTEM 5/8" GYPSUM K I _ A-gam` BOARD EACH S-6 2 7 LEVATION- TOP OF ( OLID -I__- - M 08 -1 1/2 LATE LOCKING 2. ---- - ------ 2 x 6 CEILING -- � cn Q � U FRAMING --_ �_+ --- — N r - _ - WALL SCONCE TYP, INSULATION ---r"r CHAIR RAIL 1 r EXIT CULTURAL_ VESTIBULE I PASSAGE WAY --- - P CENTER n SEE B/A-25 - - -J _ --_ 6 MATERIAL 6 � Q BRICK ---- / ROOM r � CENTER 146 _ _ : 166 - 3 161 i I �fi c� cb I o EV. I _ j :. ,Yw ;nor I _ 0 0 P 2x6 STUDS AT - 14: 7 h STDR.(6) I -- Ei4l __ ---- D - .1 - _. _--- — _ -�� -�1 145 0 26 CERAMIC TILE v�, � [�Elc CARPET BASE I 16 O.C.OCM:Q�_ �,�4.R; `--_ I =- C� - - - cu - I + L3ASE I ` SEE CIA-25 � i WOOD STRIP FLOORING - 1` __ ... _ - --- - --_ ._. . . SEE C/A BASE - - 6 /� - A `. - _ - _ - _ ------ _ I "- SEE D/A--25 L.EVATION OR OF - ----_.C____ -- - - ----- 100 -0 LOOR _- 0 --�-- -- SIC - --- — - ---- - w Z E 2" RECESSED SLAB- ' � o � � C I q_ FOR TILE N SECTION R -1 A-,2 A-.5 A--6 SECTION SCALE: 1/4" = 1 '-0" �+ •-4 8-5 9-6 _ A-1 A-2 SCALE: 1/4" = 1'-0" C 4 -5 S-4 n � NORTH DAKOTA, 11065 BUP 93-0057 23 OF 87 SHT. OF SHTS. 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ACOUSTICAL PANEL o r 5/8" GYPSUM `'�`� S ROOF SHEATHING USPENSION SYSTEM w i 5/8' GYPSUM �\ Y BOARD - - - BOARD '\ \ A J REV. �� �� U A-9 ;-� ,/ - 12) LAYERS \� i FOLDING PARTITION WOOD TRIM N SUBFLOOR A25 A25 \� ELEVATION TOP OF HEADER BEYOND SEE A/A-25 i/2' PLATE - Q - - �� - �/-- WALL COVERING � SUSPENSION SYSTEM o JOIST BLOCKING �- ----- _ I Q CHALK Y w INSULATION EXIT i � EXIT BOARD LL Cl 3 BRICK - ROOM 137 PASS. i3 ROOM i SEE B/ACHAIR A25 IL 15 -� 110 ROOM I IJ W D ►- N 2x6 STUDS AT 1f9 ff0 i65 136 J Q` Ul 513 16" O.C. -/ .•^cam+ . CARPET BASE 151 -� ELEVATION TOP OF -25 _ _ a >'�hr CHAIRAIL SEE R/A-25 100'-0' FLOOR -- - --- - --- - - _ - - __- - -- - - --- - - -- FOLDING WOOD BASE CARPET BASE PARTITION SEE F/A-25 SEE C/A-25 SA2 B Ep AB U SECTION A-1 A-2 A-5 12 SCALE: 1/4" - i'-0" A A-6 S-4 S-5 � 12 -- -,- FACE OF BUILDING Q � ROOFING MATERIAL - 8X8 ACCENT BRICK OFFSET FROM F 0.2WALl LIJ CANT STRIP FLASHING < > W � Q rr _ ---- �-- TAPERED INSULATION ON ROOF -- METAL COPING C) 27 COURSES FIELD m I SHEATHING FOR COUNTER SLOPE BRICK,RUNNING W Q L_ BOND-TYP. e I �- ROOF SCUPPER BEYOND TOP OF ELEVATI9N (� cn U� L - 0 - _ -_ PARAPET 108 -1 1/2" z _ - 8X8 ACCENT BRICK LL' �. 2X6 STL. TUBE Q O I O �1 OFFSET 1/2'OUT l�J - cr 4 '` o ` _ _ __ _ _ _ _ - - _ 2X6 WOOD FRAMING O 4 Y ~ FROM F.0. WALL. __ --_ ALTERNATING EVERY -= ��-- N --i�1ETAL FASCIA SYSTEM ° uj 131 COURSES -�-+-- C _ D cc Gn BOTTOM OF ELEVATION r J V - � METAL FRAME 108'-i i/2" �- Z 121 COURSES 8X8 -� TOP OF FLOOR_ _-__ = --- ---- `, ~ � - -� W � , O ACCENT BRICK, I ' j ( z OFFSET 1/2'OUT -- EL. (00,00 L11 > FROM F.0. WALL EG EO - EO EO SHAPED 2X.BLOCKING Z STACK BOND TYP. ,r--- ------ 5/8" GYP. SHEATHING ---� - L� O \� -- MTL. SOFFIT SYSTEM �- V co Lo BRICK COURSING SECTION L0 C, SCALE: 1/4" - i'-0' G SCALE: 1 1/2" - i'-0" H S-9 Z < C --- ROOFING MATERIAL ON ROOF SHEATHING r �--- ASPHALT SHINGLES ON ROOF SHEATHING -- _-�-- CANT STRIP ---_^_ _- --- _- - 2X6 FASCIA W/ METAL FASCIA METAL FASCIA - - METAL FASCIA SYSTEM ;YSTEM - I-JOIST SYSTEM JOISTS 0 24" O.C. _ - — I=1 - 539-1555-77- METAL PANEL - - - - - -- - RIDGE BEAM W/ _s J 5/8" GYPSUM BOARD 12 SHAPED TOP _ -2X6 STUDS @ 160 O.C. -- A-9 53/8 I-JOIST BLOCKING--,, f2 _ INSULATION -- 2x6 STUDS AT 16" O.C. -- --- 1-JOIST .---� --- - -- 1-JOISTBLOCKING 8X6.BRICK BAN ___�_ ��- \ 5 3/8 1-.101ST - _ -- (2) LAYERS SUBFLOOR - - FLASHING `N MECHANICAL BOOT MECHANICAL DUCT �--- (3) 2X6 BEAM SPIKE `\ �' - C (n Z ELEVATION I \ ` TOGETHER WITH PYWO. �`\� \\\ Z y r -_ - - 108-0 - ---J SHIMS. CONNECT TO POST U �� - SPACE CLOTH SCREEN 65BEYpND W/ 51MPSON EPC 12) LAYERS 5/6" �� I W/ 3/6' ROOS -i'X 1" > - _ 2x6 CEILING FRAMING -- - GYP. BD. SEAL ALL �� OPENINGS POWDER Q o - - �\ _ _ _ _ i__ _ _ _ _ COA TED o -- AT i6" O.C. TEL ANGLE SEE PENETRATIONS TFHU - - - - - - - - - - - - - '� --- S-f FOR SIZE CEILING �\ -FLASHING cb EXIT - ACOUSTIC TILE ON 5/8" ---- -- - --Bh1CK PILASTER _ _ -- r - o � I O PASS.� GYPSUM BOARD BEYOND -�j- - J EAVE BEYOND ' � (2) ROWS OF - i f8 143 8X,8 BRICK FLUSH- - -_ - � METAL.SOFFIT oz -- - TOP PLATES r m ELL V A T10N ------�- 01 Ec _ SECTION A-1 A-2 A-5 SEC;TION ~` A-1 A-2 A--5 SECTION -0 F A O O Sr.ALE: 1/4" � 1'-0" B S--4 , -5 SCALE: 1/2" - i'-0" C S-4 S-5 SCALE: 1/2" 1 NORTH DAKOTA, 11065 BJP 93-0057 MECHANICAL LOUVERED DORMER 24 OF 87 SHT, OF SHTS. 1 2 3 4 � � COPYRIGHT LRS IF THIS DOCUMENT IS LESS 1�j���I771ITrI TTr T TT L�!__..�LT Ifi6T T 8 �' 10 11_11 1 AUGUST 3t� 1,995 LEGIBLE 'THAN THIS NOTATION, _-� -_ � -_ -` _- I'I' IS DUE `PU 'I'I{E _ No.35 N QUALITY OF THF ORIGINAL DOCUMENT. E IIIIBIZII III�LIIIZII III9 IIII ' Z II,''�IZ141, I £z Z I ' 8Tt II ILiIIIIIIIA9T�l9Iili Illll6(1 tlll��II lllElillllJllZi Tt T 6 L 9 9 I IEil11�1 ll� Z111111�11 II tII �III u 111 �1 II I Ill lli IIII 1111 IIII 111 III 1111 Illl IIII IIII IIII III a Y OIs ---- METAL.FASCIA AND SOFFIT - ROOFING MATERIAL ON - ROOFING MATERIAL ROOF SHEATHING SEE F/S-7 ,C 12 I fit`' 12 ON ROOF HOOFING MATERIA).ON ~�- J 2X12 AT 24' O.C. ROOFING MATEHIAL.ON __-_�_______ - rJ HOOF SHEATHING 1-JOIST AT 24" O.C. -.--- 53/8 SHEATHING - ROOF SHEATHING ." 53/8 I-JOIST AT 24 O.C. { � r t- 1-JOIST AT 24' O.C. - METAL DRIP - dLOCKING I (2) TRUSSED RAFTERS �^c 1 fod AT 4' O.C. v CONTINUOUS 2X12 FRAMING ANCHOR 10d AT 4' O.C. ---_ ._.----- ---- ��� �- / i-JOIST BLOCKING WITH _ \\`� r (TYPICAL) SEE F/�% T -- (TYPICAL) ' �+ '� -(2) 3" 1 VENT HOLES (2) 3" 1 VENT HOLES 2x6 FASCIA - FASCIA 1 SEE P/g-7 •r . !' DOWN FROM TOP i" DOWN FROM TOP 2x12 FRAMI w �x: ; GYP �-;-+>=AT►��*i:_-� '" �,..- _ - _ - - - _ 2x6 FRAMING AT SEE N/S-7 1 SIMPSON H2 HURRICANE CUP'S 2x4 NAILER METAL DRIP r^ - - NAIL BLOCKING TO PLATES NAIL BLOCKING TO PLATES 24" C.C. NAILED 2X12 FASCIA / J W/ 10d-AT 8' O.C. AND W/ Sod AT 6" O.C. AND j TO I-JOIST WEB OR EQUAL ATEA. PLATEOUTLOKEA I METAL. DRIP K` ' \ TO 1-JOIST FLANGES WITH TO 1-JOIST FLANGES WITH TO STUD WALL 6 PLATE r METAL GUTTER 2x6 FASCIA --a. (METAL GUTTER I!1 !Od NAZI (1) 1 Od NAIL rY -�- �. / SYSTEM-_-,____- \ SYSTEM 2x6 FA _----`"-'-- 121 2�( 12 TOP PLATE FASCIA -CUT SIMPSON H2.5 OR EQUAL SIMPSON H2.5 OR EQUAL - ,% r' - METAL DRIP 1 \ TO MATCH ROOF q ` AT EACH I-JOIST (TYP) AT EACH I-JOIST (TYP) ' I _ 2x6 FASCIA CUT I I 2 Q TO MATCH ROOF FLUSHWTAL \ E SLOPE :, , / SOFFIT FASCIA AND \ ) )� I n f-1 SLOPE METAL VENT STRIP _ / i I 0 METAL FASCIA AND _ l ~ TOP OF ELEVATION ELEVATION TOP OF7, AHJD TRIM SEF_N/A-9 _ SOFFIT i HATE 108'-1 1/2` 108'-1 1/2" PLATE I METAL fABCIA -- - 121 LAYERS 5/8" ---J - AND SOFFIT 121 LAYERS S/8"GYPSUM WALL SHEATHING INSULATION I 659 - - Ill W x / METAL VENT STRIP N GYPSUM BOARD W/ AIR INFILTRATION AND TRIM SEF N/A-9 l2) LA YEAS 5/8` U. 2x6 FASCIA FRAMING ---� IBOARD - 8 1/2 BARRIER -ti f. AT 24" O.C. NAILEDACOUSTICAL PANEL TYP. GYPSUMBOARD O TO I-JOIST WEB V///// ^ :. P 5"� 7' " ROWLOCK COURSE ■ Y SUSPENSION SYSTEM 2x6 FASCIA -' ! 3/4 x 11 1/4uj 2xb FASCIA ----� ACOUSTICAL PANEL - 7 SIMPSON H2 HURRICANE CUPS a LVL'e AT 12 O.C. g 1/2 " SUSPENSION SYSTEM (3) 2x6 1 OP PLATES (CUT TOP BRICK 50, OR EQUAL AT EA. OUTLOQKER Z PLATE TO MATCH ROOF SLOPE) , TO STUD WALL 6 PLATE U $ WEB STIFFENERS BY 7" TYP. 5■ -� - �f INSULATION w JOIST MANUFACTURER ` k 131 2x6 TOP PLATES �E�LEVATION BOTTOM OF METAL VENT STRIP T T I -07 G" HEADER AND TRIM SEE N/A-9 WALL SHEATHING (2) 2x6 TOP PLATES S N CUT TOP PLATE 0 ��� W/AIR INFILTRATION Q 4 METAL VENT STRIP MATCH ROOF SLOPE UNTEl-SFE SCHEJIIJLE BARRIER AND TRIM SEE N/A-9 5/8" GYPSUM BOARD I I ON SHEET 5-1 �� GYPSUM BOARD 2 s WALL SHEATHING - ._ GYPSUM BOARD (3) 2x6 HEAOEA WITH SHEATHING BRICK " BRICK - 3 (2) LAYER9 5/B GYPSUM 80AR0W1 AIR �---- 2x6 STUDS AT 16" O.C. BARRIEF+�nTRAT10N SPACERS BETWEEN - -- WITH INSULATION BETWEEN w ,,r � i' '� --------- 2x6 STUDS A1' 16" O.C. .r ,• ---�- Y ^WITH INSULATION BETWEEN W00D WINDOW HEAD - I �- 2x4 AT 24' O.C. ti Q 3 BRICK `� W vi _ DETAIL A-3 A-6 - 5/8' GYPSUM BOARD DETAIL A-3 A-5 J ¢ CO U DETAILA A-5 A-fi DETAIL" _ V- S-4S-6S-8 _ A 12 SCALE: 1 112" - 1'-0" C S-12 SCALE: 1 1/2' - 1'-0" A-7 S-4 SCALE: 1 1/2" "■ 1 -0 A-7 A 6 SCALE: 1 1/2 1 0 � '1• ..c' �. J^ �a �irxGE?'1' S-4 S-6 S-8 •>VEK 4:"L;', jt mow, WOOD WINDOW FRAME TRUSSED RAFTER 5" ELEVATION WINDOW 5"I 1_-� ROUGH OPENING 2 I I BRICK _ _ 2x4 BLOCKING T107/8 SEE K/S-7 BRICK — 5/8" GYPSUM BOARD -- GYPSUM BOARD WOOD TRIM \\ FLEXIBLE FLASHII4rW4LL _ ROOFING MATERIAL ON 1 INSULATION B BRICK ^ 4. SEE A/A-25 UNDER BRICK SILLINSULATION INSULATION ROOF SHEATHING 5/8' GYPSUM BOARD SHEATHi1NG r' - GYPSUM BOARD WALL SHEATHING W/ AIR WALL SHEATHING W/ AIR INFILTRATION - W/ AIR INFILTRATION INFILTRATION BARRIER INSULATION - ! BARRIER BARRIER _ 1 2x6 STUDS AT \ J/ STUDS AT161/O.VL C40 LMETAL DRIP ' 2 ROWS 8XB BRICK 16 O.C. - 6" HIGH WASHED 6 HIGH -- 6" HIGH WASHED GRAVEL f 2x6 STUDS AT 16" O.C. GRAVEL IN WALL WASHED METAL GUTTER IN WALL CAVITY TO / - TREATED 2x6 CAVITY TO KEEP GRAVEL MORTAR FROM 2 ROWS 8X8 BRICK TREATED 2x12 2x6 FASCIA CU/ SYSTEM• BLOCKING ❑ T I GYPSUM BOARD KEEP MORTAR FROM SILL PLATE ---PLUGGING WEEP VENTS � TREATED 2x6 SILL PLATE PLUGGING WEEP - WEEP VENTS SILL PLATE TO MATCH ROOF EDGE BLOCKING LUGG (TYPICAL) `X' CONCRETE SLAB VENTS (TYP.) AT 48" O.C. �-_i�r \ SLOPE Q (Q W CONCRETE SLAB - CONCRETE SLAB - Ll-� WEEP VENTS AT ! METAL FASCIA TOP.OF ELEVATION Q A PLATE 108'-11/2' WEEP VENTS AT 48 O.C. i/2 IGIO j " 48' O.C. METAL 1/2" R1G1D INSULATION AND SOFFIT - - - C )-- INSULA. ON 112"RIGID INSULATION ------� �--- METAL FOUNDATION FOUNOI'.T10N6 7 W W cz METAL FOUNDATION ' I FLASHING FLASHING P v , G� Q FLASHING (EXTEND !/2 v : ' :• " f!2' !/2 • v !r.2 NAILER ON - ACOUSI'ICAL PANEL ❑ 4 F- W UP WALL 12' TYP.) • • GRADE GRADE a h 1 BOTTOM OF S119PEP1310N SYSTEM ❑ J ❑ --� n GRADE � • ' . . TRUSSED RAFTERS � p Q J rtT�f v METAL•VENT STRIP I L� - = - - -^ - 12) 2x6 TOP PLATES f `ti ❑ Q i 11II-IIII-IIII-= III-' AND TRIM SEE NIA-9 _ lli1 1111=1f11=11{1 IIII illhIll1=111 7 v Q I I I 1 1/2 RIGID INSULATION -I__, _ 9 1 1/2 RIGID INSULATION I� - 1 I I I=1 11�-1 I I I=1 I I►- -►I I I-1 I l I_=1 I I IF=! 1/2 RIGID _ _ INSULATION EXTEND 48' UNDER SLAB -= IIII IIII=I i I I I I1�l I I1 EI I I I - ,� EXTEND 48 UNDER SLAB 7 3/8 501 V ~ 1 I 1 I I 11!1 I I I I v a � I{- I{I (TYPICAL) I-- (n (I 1r 11. 111111II EXTEND 48 (TYPICAL) UNDER SLAB �' --- WALL SHEATHING WITH LJ � 0 O CONCRETE FOUNDATION - t '-" (TYPICAL) - CONCRETE FOUNDATION CONCRETE -�". ,v AIR INFILTRATION W w z cr . G' n • SEI:A/9-2 FOUNDATION ��/ � SEF A/S-2 SEE C/9-2 v " BRICK BARRIER - W © L1J !0 . loll 1 -4 " Q. n �- — 2x6 STUDS AT 16' O.C. �--i � v cn -- _ _ WITH INSU.ATION BETWEEN ❑ Q Ln ui LO O DETAIL A7 DETAIL A-12 DETAIL A-3 DETAIL" A-5 A-7 Q C " DF SCALE: 1 1/2" _ 1'-0° G SCALE. 1 1/2 - i -0 H S-6 ►., SCALE: 1 1/2" - i'-0" E A-29 SCALE: 1 1/2 - 3'-0 2x12 FRAMING AT 24" O.C. SEE ROOF FRAMING PLAN 12) 2x12 ABOVE ENTRANCE ON SHEET S-4 -- W/ SIMPSON A35 (EACH END) I 2x6 FASCIA FRAMING 519-1555-77-1 SEE ROOF FRAMING PLAN ' BLOCKING SEE F/S-7 ON SHEET S-4 71' I-JOIST AT 10d NAILS ____ 24' O.C. AT 4" O.C. � ROOFING MATERIAL ON ROOF SHEATHING END OF I-JOIST + Mt tn Q TYPICAL METAL HOLD DOWN ANCHOR `— 2x6FRAMI6" O.C.G SOFFIT PROFILE ' ( SEE L/S-3 AT \• METAL z`a I SCALE: HALF !4ETAL FASCIA — - -- 3 1 FASCIA ` j WALL SHEATHING WITH -- p c� AND ! I / AIR INFILTRATION in SOFFIT .1 { BARRIER INSULATION METS L TRIM W 1, 2x6 \ ---- - FACE BRICK , INSECT SCREEN ��' CONT. �` �- X� , Cb OlqLOCK COURSE WOOD SHIM - CONTINUOUS METAL SOFFIT � L�IMPSON H2 — 5/B" GYPSUM BOARD Hl1RRJCANE CUPS OR INSECT SCREEN SEE DETAIL '_/A-9 \ EQUAL Al EA. m / 1 1/2' 2 2" f OUTLOOKER TO STUD CONTINUOUS VENT / WALL l4 PLATE BRICK SILL 7" .�- .I `.• SEE DETAIL M/A-9 - 2x6 STUDS (BEYOND) '1 J j ,�✓ � ' AT 16" O.C. METAL T STRIP _-- LINE OF BRICK BEYOND / -� SEALANT 3/8' 2" 3/8" SEE M/A 9 / )BOTH SIDES) r7-77`7 AV BRICKWINDOW WALL SHEATHING WOOD WINDOW ---------_ (BEYOND) ILL / BRICK 7„ 3'-°_� 5,�_ WITH AIR FRAME TYPICAL METAL - Q �' �O INFILTRATIONSOFFIT DETAIL DETAIL f A-3 A-@ BARRIER JAMB A-1? VENT PROFILE _ NORTH DAKOTA, 11065 SCALE: 1 1%2"-1'-0" J S-4 SCALE: 1 112" K SCALE: HALF M SCALE: HALF N BUP 93-0057 SHT• OF BHT . 25 OF 87 ® COPYRIGHT LRS IF THIS DOCUMENT IS LESS �I jT, I �T 1�•1 T`7 17T 111111 .11171' AUGUST 30 1995 I!t ', I I pp 0 11, l a7 e� LEGIBLE THAN IS O 1 �+ 4 6 t7 �-� IT IS DUE TO THE QUALITY OF Nn.38 ®•„y,_�- 'PllE ORIGINAL DOCUMENT' �Z_-t 9t LT 9t 9 [ ibT St Zt Tt Olt L9IlIII Jllill �Ili Wl�tttl ►ut�utt ►i►t�ttlt t�J.�tt►�t►� s� I It IIIIIIIIIIIIIIUIIIIIII I I � i l 1 III III il�lli it 11111 1111 lil II I i ..„ „.; .. •....:.. . .c n.r_: ,. .as_].....::. ,: _:. ..::..Y'.,. ,... .:.. :wi.a•r• :.:.�oi.:;:-... ...ut-u.-..k` x.r.•.-,._ ,.Cr.u..aL...'wn4ie�,;i..S Jk n.r....1.a.ie_..w::.1,..Yr aa.�ui i.i.�vmmioglusKS :iC�ulS4,S�J4:.awxi .-a.s.o.e iWA.weEtikB $NY16'�1'wiW,`.&Ipl� Kms'. ."�•-w ILC�'3._ - .. -__. CONTINUOUS METAL BAFFLE i 2 _0 - " - _-- i " 2 -0 SIMPSON A34 OR EQUAL 44 ORE"" - - - 12 - -- --- � AT EACH 2x6 ' METAL VENT i2 METAL VENT 3 53/8 HOOD 5 3/B I __-_ " 1" - -- — HOOD OOF -- _- -- RING MATERIAL ON - BLOCKING = 12" METAL co 12" METAL ROOF SHEATHING SEE F/S-7 m SUPPOR T AT m `� SUPPORT AT U) iv 4'-0" O.C. an - ` \ 4'-0 O.C. AT6ROOF SLOPE FRAMING 7 24'O.C. - CONTINUOUS - --- �' §" A METAL DRIP ^ LOUVERED VENT o _ i TRUSSED RAFTERS A - - _ _ s 4 W/ INSECT SCREEN 2x6 FASCIA — " iv 4' CONTINUOUS ,� " CONTINUOUS LOUVERED VENT LOUVERED VENT � _._ - t �_ ----- ----- -- --_ U LO W/ INSECT SCREEN - W/ INSECT SCREEN - W rn j METAL FASCIA AND -- w ROOF MATERIAL ON --� - METAL -`'� 12) 2x6 RIDGE CORNICE WORK WITH (2) 1 3/4' x 7 1!4' ►- 0 ROOF S!-F_ATHING � � ____ O FLASHING l BLOCKING - SEL:: DRIP- TYP. LVL TOP PLATES w DETAIL E/S 7 (2) 2x6 RIDGE BLOCKING 5"XB" HOLES AT 24" O.C. 4 FASCIA FRAMING .C. ~'�- SEE DETAIL D/S•-7 � METAL FLASHING AT 46O.C. 1 3/4' x 7 1/4"LVL ' STAGGERED / U 12 j STUDS Ar 16" O.C. w 107/8 �— METAL VENT STRIP SEE M/A-9 � 5"x8" HOLES ---- VENT BASE 7' S« a i A7 24" O.C. ROOF MATERIAL ON - ANCHORED AT SOLDIER COURSE 0 STAGGERED VENT BASE ,w ANCHORED AT ROOF SHEATHING 24" O.C. WALL,SHEATHING WITH n 24" O.C. AIR INFILTRATION ..- _ TRUSSED RAFTER - o SEE ROOF FRAMING TRUSSED RAFTER CA BARRIERI Y g ^ 't- PLAN SEE SHEET S-4 2x6 JOIST SEE � ROOF FRAMING PLAN BRICK �- II * j ON SHEET S-4 / W u Q cn LLJ :) N DETAIL A-3 A-4 A-5 DETAIL A-3 A-4 _j a: U) SCALE: 1 1/2'-i'-O" A A-6 A-7 A-8 SCALE: 1 1/2"-1'-0 B A-5 A-7 3'-0" INSULATION CENTERLINE G - 2x4 EDGE BLOCKING 9'-2" - INSULATION STUDS AT 16" D.C. 1 TO CHAPEL.CENTERLINE ` [_!2 - INSULATION \� B 3 9/16 5/e GYPSUM BOARD ;' 2x4 LEDGER (2 LAYERS IN CHAPEL W/ 2x8 BLOCKING / / W/ (2)'6d TOENAIL INSULATION ALZFj1) J /' BOTTOM CHORD AT EACH END / ' TRUSSED RAFTER �� 2x4 CONTDAIOUS SOLDIER COURSES W/ 010 x 3' SCREWS AT 1.2' O.C. � • •,� 5/8" GYPSUM BOARD TS 4' x 4" x .250' ❑ 2x4 BLOCKING L � j METAL FRAME-BOLT fT r� ' LVL TO FRAME WITH cu LIGHT FIXTURE s 1/2' 1 BOLTS AT 32" Q N W 90 O.C. SEE E/S-9 > LLJ • Q Cr ('n ACOUSTICAL CEDING -- 12 - / METAL INTEL (v -'� W C-) � --� TILE (CULTURAL CENTER __ • m PRE-FAB 2x4 FRAMES P 9fF E/9-9 � � Q ONLY) ' ��3 9/16 3/4' x 2" -- AT 16' O.C. ru 1 - Q I 1J4"x 3' (NET) WOOD TRIM / WOOD TRIM 12 (2)LAYERS 5/8" GYPSUM BOARD WINDOW ' ;y / 39/16 AT CHAPEL CEDING _ 5/8" GYPSUM BOARD -+ WOOD TRIM - I I y� SIMPSON H4 OR F.AUAJ_ — - SPEAKER GRILLE AND SEE F/A-25 -� - r �r ❑ Z AT EACH PRE-FAB FRAME MOUNTING RING -- ELEVATION n � (^ TE: --•r---.-- --- ,-�- 117'-3• �J �) _ �_ 5/8' GYPSUM iiOARL ON 30 2 NO _ NOTE: SECTION CUT LOPE. OCULAR ' � ,. --�..•--�--�-. �,. _ TO ROOF SLOPE. � L V F•- �-- CONT. i x4 SHAPED NAILER 1. DO NOT CH,>NGE SPEAKER ANGLE 2x4 NAILER - Ir- V 9� 2.PAINT GRIIlES 70 MATCH CEILING PRIOR CONTINUOUS 111 V) 0 W PRE-FAB 2x4 FRAMES AT 16" O.C. -' TO MOUNTING SPEAKERS LIJ.INSTALLAT1oN 1 -2" 2'-0" DETAIL C A-3 A-5 '5 3. COORDINATE MOUNTING RINGZ SCALE: 1 1/2" - i'-0' G S-4 S-6 -. W 9 7/d" )HOLE FOR -- WITH ELECTRICAL CONTRACTOR PRIOR TO 3'-2" �--L in _ METAL MOUNTING RING GYPSUM BOARD INSTALLATION - -- L ❑ UD f Z o SPEAKER ENCLOSURE DETAIL A-6A-7A-i6 CEILING LIGHT COVE SECTION A-•6 <c A-i7 E-7 LE: i 112" ' i'-0" D A-7 SCA SCALE, 1 1/2' - 1'-0" ~ j - ELEVATION 1-JOIST BLOCKING WITH 12 / TRUSSED RAFTER _ 3/40x 2" 1. TOP OF WALL 311'••$' (2) 3' 1 HOLES 53/8 WOOD TRIM 1"DOWN FROM TOP '/ ROOFING MATERIAL ON ROOF SHEATHING /s OVERLAP I-JOIST 6" '- / TRUSSED BLACKING WOOD TRIM SEE M/S--7 WHERE OCCURS SEE F/A-25 INSULATION - //i SEE G/S-7 3/4" WOOD TRIM 2x4 STUDS SJ9-1 SSS-77-1 \�\- 3/4' x 2" WOOD TRIM AT i6" O.C. je ROOF MATERIAL ON - ' � 1 HOOF SK,'A THING / i - WOOD TRIM YPSUM - `� j- r �- :ZEE F/A-25 BOARD — / \ \ 12 !-JOIST AT 24' O.C. �. SHAPED 2x4 TOP 'Yx4 NAILER • i 5 3/8 ( j PLATE j \ INSULATION (2) 2x4 TOP PLATES - 5/8" GYPSUM BOARD DETAIL _____1�7A-2 A-6 SCALE: 3 1'-0" j WOOD FRAMING Z = 12) LAYERS 5/B" - ,• INSULATIDN INSULATION NOT SHOWN [a \ GYPSUM BOARD i 3/4"BOOK MATCHED WOOD FRAMING 2x4-AT 160 O.C. PANEL PRODUCT INSULATION NOT " Q �-- 13/4 n x 5.1/2" LVL 3/4 W000 TRIM $ CRIPPLE WALL 1x4 NAILER SHOWN cb TOP PLATE - SHAPED / --- 2x4 BOTTOM PLATE 1x4 NARDI 5/8" GYPSUM BOARD - W000 TRIM 12) 1 3/4" x 5 112" 12) LAYERS 5/8" -- �- - n \ SEE F/A-25 D LVL TOP PLATE GYPSUM BOARD GYPSUM BOARD EDGE 1/4" 5/8" GYPSUM BOARD `- BLOCKING - 5/8" GYPSUM BOARD 3/4" BOOT( MATCHED 1-JOIST AT 24" O.C. -- — _ :. _ PANEL PRODUCT -v v�J t INSULATION ELEVATION TOP r''"✓'`� - - - - o 116'-0" WALL PLATE _ - - 12)LAYERS 5/8" GYPSUM ROSTRUM FRAMING W000 TRIM 3/4" x 2' W000 TRIM - - -- BOARD SINGLE LAYER -17 A/A-17 SEE.F/A-25 4'-•Q" 3 1/2" (3) 1 3/4' x 7 1/4" --- IN CULTURAL CENTER LVL. TOP PLATE - \ _ - 4' ­ :: �-- --_. _,__M. -------- 13/4" x 71/4' LVL - --__ ACOUSTICAL 'FILE ON DETAIL A-7 DETAIL A-7 DETAIL A-6 FRAMING AT 16" O.C. DETAIL A-7 /6" GI WHERE PSU�°ARD i_____ �, 1'-0"' H SCALE: 3" - i'-O" K G 0 NORTH DAKOTA, 11065 SCALE: 1 1/2"-i'-0' A SCALE: 1 1/2" - 1'-O" G 5-10 SCALE: "' - BUP 93.0057 26 OF 87 SRT.,__ OF _„"_SH Q COPYRIGHT LRS i - IF THIS DOCUMENT IS LESS �IIgI111111111111 1IT11 I T' 1I� �1� illp �1� }f11 11 AUVUST3C� 199e5pLEGIBLE 'THAN TNIS NUTATIONl -11 7177112111plpfIrm 4 � � 8 �j IT IS DUE TO TII>; QUALITY OF _ _ No.36 THE ORIVINAL DOCUMENT. - -- -- -` wit 11 E 6Z Z LZ 9Z Z Z E Z IZ Z i 8t Li 9t 9t 6t £t Zt it i 6 L 9 9 �B I Z i��u� -• I I "I L Illllillllll.11l {1{III1{I {111Ii1 �1 111I11i�1�11� �I1 I�llIl11111.t.11llll I I it 11 li I I 1 Bill lill�lili lill�illl lily 1111 I�llil 1111. lllllllllllllllllllll I �1� �I11 � I � I� III �I111fl, l, l,ll Illillll Iili� Iilllil �II11 i i 1 TACK STRIP �c TACKBOARD FINISH SCHEDULE -M1. 3'-0" 4'-0" TACK STfl1p -- TACK STRIPCo c i } -'�--_ -- SPECIAL o z TRIM OR4t ' 4 ROOM NAME ¢ U) z z f ` T '!� E O w EQUIPMENT w , CHALKBOARD ---s CHALKBOARD iu � � � � J J J ,i w DESCRIPTION ¢ 4 0 s C 2 i m 3 U U ALUMINUM sQ ALUMINUM ce o � Q ��, --- _ CHALKRAIL v CHALKRAIL v v 0 MAIN.FLOOR o 0 0 m o ~ ALUMINUM D 101 ROOM (FUTURE CLERK) F1 81 W]/W3-A Ci CH2 S299 F FLOOR c ALUMINUM ¢ .1 FRAME iD 102_ ROOM (FUTURE BISHOP) F1 B1 W W -A Ci CH2 S2 S9 ALUMINUM 0 i i , - - -- A FRAME W FRAME ID to 103 ROOM (FUTURE BISHOP) F1 BI WI/W3-A C] CH2 S2 S9 In 104 ROOM (FUTURE CLERK) F1 - BI W]/W3-A C] CH2 S2 S9 F] CARPET F•3-0 CERAMIC TILE 105 CORRIDOR - F1 B] W3-D C2 CH4 F2 SHEET VINYL F3-E CERAMIC TILE • 106 MEN B3 W4/W3-0 C2 CH4 F3-A CERAMIC TILE F4 CONCRETE - PAINTED C) i� uo- -- ALUMINUM CHALKRAIL. 107 WOMEN B3 W4/W3-D C2- CH4 - F3-B CERAMIC TILE F5 SUBFLOOR W 61uj x5 ALUMINUM FRAME 108 MOTHER'S ROOM _ -F1 B1 W3-0 C3 CH3 S9 F3-C CERAMIC TILE F6 WOOD STRIP FLOORING SYSTEM 3 19 10_9 CORRIDOR _ F1 B1 - W3-D C2 CH4 _ ~ t 110 EXIT PASSAGEWAY F1 61 W3-A/W3- C4 CH2 S21 '-' Y 1 CHALKBOARD 2 CHALKBOARD 3 CHALKBOARD 4 TACKBOARD ]11 VESTIBULE 3-A,F3- , B3 W3-A/w3- C5 CH7 - B BASE _ -- - _--- - SCALE: 1/2" - 1'-0" SCALE: 1,/2" - I'-0" SCALE: 1/2" - 1'-0" SCALE: ]/2"-]'-0" ]12 STORAGE F2 B4 W1 _C2 CH4 U 113 CUSTODIAN F2 64 W1 C2 CH4 _ S16 S23 S4 _ k TACKBOARD 114 ROOM _ F1 Bi W1/W3-A C1 CH2 6i CARPET -- SEE DETAIL C/A-25cr -- B2 WOOD - SEE DETAIL F/A-25 N ALUMINUM 115 STORAGE -- - F1 B1 - W1 C3 CH3 B3 4" CERAMIC TILE Q OK FRAME 116 ROOM F1 B1 W1/W3-A C3 CH3 S2 S9 B4 4" RUBBER 0 2'-0" 6'-0" 2'-0" 117 ERVING AREA F3-A B3 W3-C C3 CH3 S2 S22 B5 NONE cn 3 118 ROOM F1 BS W1/W3-A _ C3 CH3 S2 S9 o TACK STRIP 119 ROOM F1 B] W]/W3-A C3 CH3 S2 S9 W WALLS x W 1*1 • " _ _ 120 ROOM F] 81 W]/W3-A C3 CH3 S3 S9 - - w Q 6'-0 1TACKBOARD -� 121 STORAGE FI BS _ Wii c3 CH3 S]U w u- a �$ � cri 122 ECHANICAL F4 B4 W1 C3 CH3 W1 GYPSUM BOARD - PAINTED W4 CERAMIC TILE AND WALL COVERING J -- _ CHALKBOARD - 123 ROOM F1 B1 WI/W3-A. C3 CH3 S3 S9W2 CERAMIC TILE SEF ENLARGED PLANS ¢ 124 ROOM FI B] WI/W3-A C3 CH3 S! 39 W3-A WALL COV DOING W5 3/8" SHEATHING -PAINTED o ;� 0 125 ROOM 81 W] W3-A C3 CH3 S] S9 W3-8 WALL COVERING W6 GYPSUM BOARD - TAPED - NOT PAINTED ALUMINUM 4,' a CHALKRAIL 0 126 ROOM F1 B1 W1/W3-A C3 CH3 Si S9 W3--C WALL COVERING TACKBOARD ¢ � � E 127 OMIT TED W3-0 WALL COVERING e� 0 — I ALUMINUM 128 OMITTED '_ Q FRAME 129 MEN B3 W4/W3-D C2 CH4 0 _ - - 130 WOMEN _ 83 W4/W3-0 C2 CH4 C CEILING �10ALUMINUM -- 131 CORRIDOR F1 B1 W3-D C2 CH4 B FRAME �D 132 CORRIDOR F1 BI W3-D C2 CH4 S16 - c1 CEILING.SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE 133 ROOM F1 B1 Wi/W3-A C3 CH3 S3 S9 C2 CEIUNG SUSPENSION SYSTEM WITH GYPSUM BOARD - PAINTED 134 ROOM F1 B] W]/W3-A C3 CH3 S3 S9 135 ROOM F] Bi W]/W3-A C3 CH3 33 S9 C3 ACOUSTICAL PANEL SUSPENSION SYSTEM SEE B/A-16 C4 ACOUSTIC TILE ON GYPSUM BOARD 136 ROOM F1 B] W1/W3-A C3 CH3 S3 S9 C5 GYPSUM BOARD - SKIP TROWEL FINISH -PAINTED 5 TACKBOARD 7 CHALKBOARD/TACKBOARD 13? ROOM F B1 w w -A C3 CH3 S3 Ss cn 6 TACKBOARD C6 GYPSUM BOARD - PAINTED SCALE: 1/2"-1'-0" SCALE: 1/2" - 1'-0" SCALE: 1/2".- ]'-0" 138 ROOM F1 BI Wi W3-A C3 CH3 S3 S9 C7 GYPSUM BOARD - TAPED - NOT PAINTED 139 ROOM _ F] B1 W1/W3-A C3 CH3 S399 _ C8 3/8" SHEATHING - PAINTED 140 ROOM F1 Bi W1/W3-A C3 CH3 S3 S9 [r 5/8" GYPSUM BOARD 141 STAIR - F4 B4 W i W B NOTE: 142 ELECTRICAL F4 B4 W] C2 CH4 S12 Si6 CH CEILING HEIGHT > W TYPICAL BLOCKING 143 EXIT PASSAGEWAY BI W3-A/W3-B C4 CH2 S6 S21 Q �--• A11 REOIPIRED BEHIND WALL WALL CONSTRUCTION F- 144 MATERIAL CENTER F1 B] W3-A C1 r CH2 S5 CZJ � ¢ MOI�wTED ACCESSORIES - CHS VARIES W Q 0 AND EQUIPMENT. 145 STORAGE F1 Bi W1 Ci CH2 " cz m L4 {. 0 CH2 7 -10 5/8 < ill 146 VESTIBULE 3-A,F3- B3 W3-A/W3- G5 CH7 " �- - CH3 7'-101/2 � 147 ROOM F1 Bi W W -A C3 CH3 S2 S9 CH4 7'-11 3/8" Q m 2X6 146 REST ROOM - - B3 W4/W3--D C2 CH4 CH5 7'-11 5/8" (T 0 v CHIS ]i -1 i "v 13LOCKING 149 STORAGE B1 W1 C3 CH3 S20 T }�. Q FRAMING ; ACCESSORY MOUNTED - - CH7 18'--3 3/8" (j) OVER FINISHED WALL 150 STORAGE F1 B] W1 C3 CH3 S20 � i., 151 ROOM -FS B1 W]/W3-A C3 CH3 S2 S9 N U T- 152 152 ROOM F Bi W W -A C3 CH3 S3_S9 S SPECIAL TRIM OR EQUIPMENT Z v F— ~`-- FIRE EXTINGUISHER - � 153 ROOM (FUTURE CLERK) F] 69 W] W3-A C] CH2 S2 S9 � � � j � CABINET 0 �`' 154 ROOM (FUTURE BISHOP) F1 Bi WI/W3-A C] CH2 S2 S9 91 CHALKBOARD-1 (SEE SHEET A-] FOR LOCATION) W P) SECTION ELEVATION �4-- BISHOP -" _ — W w Z B ,_ _ 155 HO F1 81 W]/W3 A C] CH2 S2 S9 w_� S2 CHALKBOARD-2 (SEE SHEET A-] FOR LOCATION) W 156 CLERK F1 B! W]/W3-A C1 _CH2 4 S9 S3 CHALKBOARD-3 (SEE SHEET A-] FOR LOCATION) p GYPSUM BOARD 157 ELECTRICAL F BI W1 C6 CH4 S13 S16 i- S4 TACKBOARD-4 (SEE SHEET A-1 FOR LOCATION) r-i >7 55 TACKBOARD-5 (SEE SHEET A-i FOR LOCATION) V 158 SACRAMENT PREPARATION 81 W1 C6 CH4 _ Q � 159 ROSTRUM F1 B2 W3-A C5 CHI S14 S6 TACKBOARD-6 (SEE SHEET A-1 FOR LOCATION) J UD FIRE EXTINGUISHER 160 CHAPEL F1 82 W3-A C5 CHI aB 97 CHALKBOARD/TACKBOARD-7 (SEE SHEET A-1 FOR LOCATION) [r V ACCESSORY MOUNTING DETAIL A A•-10 161_ CULTURAL CENTER F6 B2 W3-A C4 CHI S8 `38 CHATWOOTRIM C CABINET DETAILS A-i ----- --- - .�9 CHAIR RAIL - SEE DETAIL B/A-25 SCALE: NONE A SCALE: NONE A-25 ,10 STORAGE CABINETS 162 CULTURAL CENTER F6 B2 W3-A C4 CHI SB S26 r, 0 1; 163 CULTURAL CENTER F6 B2 W3-A C4 CHS 98S17 `i!1 OMITTED 164 ROOM FI, B2 W3-A C3 CH6 S7 S6 89 S14 912 TELEPHONE BOARD 165 ROOM - F] B2 W3-A C3 CH6 S7 S6 S9 Sia 913 SOUND 1-iAIN EQUIPMENT CABINET SEE SHEET E-7 166 EXIT PASSAGEWAY F1 81 W3-A/W3-8 C5 CH-7 �_- SI4 SOUND CONTROL PANEL (SEE SOUND OhAWINGS) FINISH LEGEND 167 EXIT PASSAGEWAY F1 81 W3-A/W3-e C5 CH7 - S15 IRRIGATION SPRINKLER CONTROL S16 ELECTRIC PALL :l)17 DIMMER PANEL -- SEE DETAIL M%A-24 518 12" DEEP SHELVING - SEE DETAIL D/A-]i PRODUCT TEM ANUFACTURER STYLE NUMBER COLOR REMARKS LOCATION UPPER LEVEL CEILING SPACE S�19 18" DEEP !SHELVING - SEE DETAIL D/A-]I MECHANICAL _F5 85 W6 C7 CH] 520 24" DEEP SHELVING - SEE DETAIL D/A-1] CARPET FI-A J 6 J INDUSTRIES BONNEVILLE A�22.40 D22 JUNIPER _ SEE FINISH SCHEDULE S21 FIRE EXTINGUISHER.CABINET - SEE DETAIL A/A-]] /-- 3 MAXIMUM - - _- -- -.- ----.- _ _ S,22 WALL MOUNTED FIRE EXTINGUISHER 539-1555-77-I 523 CUSTODIAL_ UTILITY SHELF - SEE SHEET K/A-23 SHEET VINYL F2 ARMSTRONG CLASSIC CORLON SEAGATE _ 66526 OYSTER -`_ SEE FINISH SC}iEDULE 4 - - - S24 OMITTED NOTE: PROVIDE � - - � 925 OMITTED 5 SHELVES CERAMIC TILE F3-A AMERICAN OLEAN ULTRA PAVERS, B"X 8" GENERAL TILE VESTIBULE / FOOD PREP. -1 301 STORAGE BULDING F4 85 � - � - S26 OMITTED c cn CERAMIC TIL F3-B AMERICAN OLEAN - ULTRA PAVERS 8"X B" - FLOOR BORDER -_ VESTIBI;LE - S15 927 OMITTED ¢ �- CERAMIC.TILE F3-C AMERICAN OLEAN UNGLAZED CERAMIC, 2"X 2" _ GENERAL FLOOR TILE WOMEN'S/MIN'S RESTROOM - - - - S28 SAFETY WAINSCOT -E/A-26 3/4" ADJUSTABLE CERAMIC TILE F3-D AMERICAN OLEAN UNGLAZED CERAMIC, 2"X 2" -� ACCENT FLOOR TILE - WOMEN'S/`�1EiV'S RESTROOM SHELVES WITH -- ---- -" -- - - - PROTECTIVE EDGES _ CERAMIC TILE -- AMERICAN OLEAN _ UNGLAZED CERAMIC, 2"X 2" _ BORDER F WOMEN'S/MEN'S RESTROOM vv -_ (TYP) CERAMIC TILE W4-A AMERICAN OLEAN GLAZED WALL TILE, 4"X 4" _ -� - - GENERAL WALL TILE WOMEN'S/MEN'S RESTROOM E A T E R I 0 R F I N I S H S C H E D U L E En CERAMIC TILE W4-B AMERICAN OLEAN GLAZED WALL TILE, 4"X 4" -ACCENT WALL TILE_ _ WOMEN'S/MEN'S RESTROOM t• u _ - 72 ADJUSTABLE ----- --- -- ---- - -' u`,...' STANDARDS CERAMIC TILE W4--C AMERICAN OLEAN GLAZED WALL TILE, 4"X 4" - - _ _ ACCENT WALL TILE WOMEN'S/MEN'S RESTROOM ITEM IDENTIFICATION NAME FINISH/MATERIAL COLOR w MOUNTED TO CERAMIC TILE - AMERICAN OLEAN UNGLAZED CERAMIC, 2"X 2" - - -ACCENT WALL TILE WOMEN'S/MEN'S RESTROOM a: S STUDS MAX. :3 -0" �- -- _ SPACING -`--- - -- --- __-- - STEEPLE �-_ � ALUMINUM CLADDING PREFIN7S}�ED _- -_ _ � � TOILET PARTITIONS ANY APPROVED MANUF. -_ WOMEN'S MEN'S RESTROOM ROOFING MATERIAL - SHINGLES _ _ FIBERGLASS _ H -• SEE FINISH METAL FLASHING GALVANIZED FLASHING/COUNTER FLASHING_ PAINT m D SCHEDULE FOR RUBBER BASE B-4 ROPPE __ _V- 75 SLATE - _ _ METAL SOFFIT SYSTEM _ _ MANUFACTURED ALUMINUM SOFFIT PREFINISHED_ _ - ^_- - D -_ SHELF DEPTH --' METAL FASCIA SYSTEM MANUFACTURED ALUMINUM FASCIA PRF}INISHED DIMENSION VARIESWALL COVERING W3-A MICRON __ _ FABRIC WC ALUMINUM ENTRANCE ALUMINUM DOORS AND D FRAMES F-AEFINISHED _ 0 " WALL COVERING W3-8 SISAL - FABRIC WC WINDOWS _ - _WOOD WINDOWS VINYL CLAD EXTr RIOR - W m (FIrLD MEASU{+F) - -_ _. -- -- - _ - _ - WALL COVERING W3_C GENON - -�_-VWc FIDUDPREP- BRICK _ UNIT MASONRY - BRICK - _- y -� 0 O -_ - BASE -WALL COVERING -- W3-D GENON --_ Yom_ METAL WALL LOUVERS LOUVERS AND SOFFIT GRILLES EXTERIOR LUMINUM - FLOOR LINE - "-`-- - -- - - --- -- ---- --------------- EXTERIOR CHURCH LOGO SIGN EXTERIOR CHURCH LOGO SIGN STONE - - -- �- WALL PAINT _ P-1 - --FULLER O'BRIEN _ SATIN LATEX NTL. GRAY - GENERAL WALL PAINT_ WALL PAINT P-2 FULLER O'BRIEN -a nSs E-132 JUNGLE NIGHT ACCENT TRIM ---- -------- --_ - _ - -.-_-- - _-- _�._ ELEVATION /',"]9 _ PLASTIC LAMINATE PL-1 _ _ D378-6 _ CLEAR TEAL_ — KITCHEN D A-29 _ _I— _— l SCALE: 3/4"-i'-0" PL ATE �-�' WILSONART D28-6 SEA SPRAY WOMEN'S/MEN'S RESTROOM NORTH DAKOTA, 11065 BUP 93.0057 27 OF 87 — — — --- SHT._,.._ OF SHTS. COPYRIGHT LRS W .:.y T I 1 T TAT l� 1 rl T 11 T Tr TT 1 IF LEGIBLE DOCUMENT IS LESS 1 � r 47 � 6 I I rl I �I r I ` O � 11 1995 ----- -- - - 8 i AUGUST 34 1 E THAN THIS NOTATION, I`J' IS DILE 'I'O THE QUALITY OF P7Na.3e THE ORIGINAI, DOCUMENT. G�Z 9Z A�Z Z F. �Z TZ �7,J�6I 8i GTT �9T 9i 6i £i ZT tT i"',, 6 T111111 lllllllllilllllll l 111 l Illllllll llllllllllllllllllIII I 1 �III�IIIilllIl�ll lllllil Il ,II 111 I 1 � �I ll� 11111 l�l��ll�lllll VIII II�Illllll I�I liu� l DOOR SCHEDULE DOOR FRAME DOOR FRAME --- GLASS DETAILS DETAILSuj �h nn LL) cl- cl- w < ---j-,YREMARKS O w ~ REMARKS r w U) -j w Li- cc w cn w CC 1 O cLJ Cr O w Q 0 4 w CC a w Q O w O °� Q .� --j CI" CE HEAD IAMB Cc c o , d N Q HEAD JAMB Lz Z N Q L r-y r.r -� -- 9 15- CC F- n w cn O a. u_ 1,+ 2: a_ f-- a co cn CD a u_ `L A ^ A MAIN FLOOR MAIN FLOOR " c 101 110 A 1 34 GI B 1 D/A-13 H/A-13 SIM, TI -_- 176 150 W ! S1 A 2 P/A-13 fl A-13 FR20 _ o 102 101 W ! S4 A 2 P/A-13 Q/A-13- - FR45 T1 _ 177 162 W _! S4 A 3 M/A--13 R/A-13 FR45 T1 w w X METAL SOLID CORE METAL `- FOLDING FOLDING SECTIONAL 103 102 W ! S4 _ A 2 S/A-13 T/A-13 _ FR45_ T1 _ -_ 178 161 W ! S4 A 2 M A-13 R A-13 FR45_ T1 ;U. FRAME WOOD p00R 104 158 W ! S4 _ A 2 J/A-13 - L/A-13_- FR20 _ 179 160 W ! S4 - A 3 M/A-13 R/A-13 FR45 _ �" o DOOR PARTITION PANEL PARTITION OVERHEAD DOOR ---- --�- -` - w 1051 159 W ! S4 A 2 M A-13 R/A-13 FR45 1 180 151 W ! S4 A 1 2 N/A-13 q A-13 FR45 x AF G 106 103 W ! S4 A 2 S/A-13 T/A-13 FR45 T1 _ 181 152 W 94 A 2 N/A-13 0/A-13 - - FR45 = g W P 107 104 IN 1 S4 A 2 _ - A-13 U/A-13 FR45 T1 182 153 W 1 S4 A 2 P A-13 GIA-13- FR45 108 106 W ! S4 A 2 P/A-13 G/A-13 FR20 T2 183 154 w _! S4 A 2 S/A-13 _T/A-13 FR45 _ U 109 105 W ! S4 A 2 P/A-13 G/A-13 -_ - FR45 164 155 W ! S4 _A 2 ____SA-13 T A-i3_ FR45 T1 - cc DOOR TYPES 110 160 W 1 S4 A 3 —M/A-13 R/A-13 FR45 185 156 W S4 A 2 P/A-13 G/A-13 FR45 T1 11 109 W !--S4 A 2 P/A-13 G/A-13 FR45 186 143 A ! S4 G1 B i DLA-13 H A-13 SIM. T1 9'-8" d a F.U. - _ _ .._-. _ _ - �- a_- - __--. --- - 112 107 W ! S4 A 2 P/A-13 Q/A-13 FR20 T2 187 159 W ! S4 A _2 M/A-I3 R/A-13 FR45 Q 113 108 W ! S4 A 2 _ /A-13 L/A-13 _ FR20 _ 188 157 W ! S4 A 2_ J A-13 L A-13 FR20 O A,E 114 167 A ! S4 G2 _B 4 FfA-13 G/A-13 _ T2 115 167 A ! S4 G2 B 4 F'A-13 G A-13 T2 A13 � Y I ^ 116 111 A 1 S4 G1 B 4 B/A-13 C/A-13 T1 _- - _ _ _ - ti_ Q 3 117 1_11 A ! S4 G1 B 4 B/A-13 C/A-13 _ T1 - _ _ -.- w u" a 118 112 W ! S4 A 2 K•/A-13 L/A-'13 FR20 119 113 W - 1 S4 _ A 2 K A-13 L A-13 FR20 _ _ ___ J ¢ 0 120 114 W ! S4 A 2 P/A-13 G/A-13 FR45 121 161 W ! S4 A 2 M A-13 R/A-13 _ FR45 T1 122 162 W _ 1 S4 - A 2 MIA-13 R/A-13 FR45 T1 C D SIM. �� 123 i63 W ! S4 A 2 M A-13- R A-13 FR45 TI A13 a . 124 16_3 W ! S4 A 2 M/A-13 R/A-13 - FR45 Ti 125 116 W ! S4 A 2 N/A-13 fl A-13 FR45 _ 6 126 115 W 1 S4 A 3 P/A-13 G/A-13 — FR20 - - Q 127 -117 W ! S4 A 2 N A-13 G/A-13 FR45 T2 128 164 W ! S4 A ? M1A-13 R/A-13 FR45 y 2" 129 118 W 1 S4 A 2 N/A-13 fl A-13 FR45 L7 130 118 W ! S4 A 3 N/A-13 Q/A-13 FR20 OUTSIDE STORAGE BUILDING I (r- 1 3/4" 131 118 A ! S4 G1 B 2 D/A-13 SIM. H A-13 T1 301 301 M 1 S4 A 2 E A-29 C/A-29 _ TI- _ 132 119 W ! S4 A 2 N/A-13 U/A-13 FR45 302 302 G ! S6 B/A-29 D/A-29 133 120 W ! S4 A 2 N/A-13 q A-13 FR45 303 301 M ! Si A 2 E A-29 SIM. C A-29 51 I c— 134 122 W 1 S4 _ A 2 P/A-13 G/A-13 FR60 _ _ 0 135 121 W ! S4 A 2 P A-13 q A-13 FR20 iv 136 123 W ! S4 A 2 N/A-13 G/A-13 FR45 s 137 124 W 1 S4 A 2 N/A-13 fl A-13 FR45 r/� `r 138 165 W ! S4 A 2 J1A-13 L/A-13 FR45 Q W UJ ., > W J I 139 125 W ! 54 A 2 N/A-13 q A-13 FR45 _ L 140 126 W ! S4 A 2 N/A-13 Q/A-13 FR45 / 141 OMITTED - _ _ - (v ( �142 OMITTED J Q Q uj 1 2 3 4 A B 143 _ OMITTED _ -- co � �' Q = 144 OMITTED _ - _. - _ - �- �-1 � J O CD MULLION MULLION 145 129 W ! S4 A 2 P A-13 q A-13 FR20 T2 FOLDING PARTITIONS _ 146 130 W ! S4 A 2 P/A-13 G/A-13 FR20 T2 Pi 118 P ! S8 _ C/A-!4 0/A-14 -_- _ FPI �i. O Cc Y 147 131 W ! S4 A 2 K A-13 L A-13 _ FR45 P2 120 P ! S8 C A-14 D/A-14 FPI __ -�- I..- `1 148 132 W ! S4 A 2 K/A-13 L/A-13 r FR45 P3 123' P ! S9 C/A--14 D/A-14 _ FPI Q FRAME TYPES FRANCE PROFILES 149 143 W ! S3 A 3 P A-13 Q A-13 FR45 P4 125 P ! S9 C/A-14 D/A-14 _ FPi ___ lJ �•J T = 150 165 W ! S5 A 2 J/A-13 L/A-13 FR45 P5 133 P ! S8 C/A-14 D/A-14 FPI 151 143 A ! S4 GI B i 0/A-13 SIM. H A-13 SIM, T1 P6 138 P ! S8 C/A-14 �A-14 FPI ~ � Q 152 133 W _! 54 - A 2 N/A-13 Q/A-13 FR45 P7 151 P 1 S7 C/A-14 D/A-14 _ FPI LLJ W W 0 0 153 134 W ! S4 A 2 N/A-13 q A-13 FR45 P8 161 P ! 510 F A-15 SIM. H A-15 FPI FP2 SEE A A-i5 154 135 W ! S4 A 2 N/A-13 Q/A-13 FR45 P9 162 P ! 311 Fi`A-15 G/A-15 f FPI FP2 SEE a/A-15 _ W � 33 155 136 W 1 S4 A 2 N/A-13 fl A-13 FR45 Pio 163 P 1 Sii F A-15 G A-15 FPI FP2 SEED A-15 � 156 164 W ! S4 A 2 J/A-13 L/A-13 FR45 P11 164 F ! S12 AIA-14 B/A-14 FPI FP2 SEE J/A-14 C�j L�7 --_ - 157 164 W ! S4 A 2 J A-13 L A-13 FR45 _ _- -___ � O 0 i58 137 w ! S4 A 2 N/A-13 _ q/A-i3 FR45 fT Z C 159 138 W 1 94 A 2 , N/A-13 G/A-13 SIM FR45 NOTE: -- 160 139 W ! S4 A 2 N/A-13 O A-13 FR45 NOMINAL WINDOW DIMENSIONS ARE: 161 140 W ! S4 A 2 N/A-13 fl A-i3 _ FR45 _ 162 142 W ! S4 A 2 P/A-13 Q/A-13 FR20 TS 2'--6" x 5'-0" VOR WINDOW TYPES �A 163 141 W ! S4 A 2 P A-13 0 A-13 FR60 T1 (DOUBLE HUNG) 164 163 W 1 S4 A 2 _M/A-13 R/A-13 FR45 T1 9 165 144 W ! S4 A 2 S A-13 SIM A-13 FR45 2'-6" x 3'-6" FOR WINDOW TYPESEA-9 166 144 W ! S4 A 2 S/A-13 SIM. G/A-13 F845 (DOUBLE HUNG) 167 144 W 1 S13 S A-23 - 168 145 W ! S4 A _2 K/A-13 _ L/A-13 FR20 _ 2'-6" x 5'-0" FOR WINDOW TYPES �C __ 169 166 A ! S4 G2 8 4 F A-13 G A-13 T2 ;FIXED GLAZING) _ 170 146 A 1 S4 G1 B 4 B/A-13 C/A-13 T1 -_ 171 146 A ! S4 GI B 4 _B/A-13 C/A-23 Ti ___ GLASS T"r�r -T--T _ 172 166 A ! 94 G2 8 4 F/A-13� G/A-13 _ T25J9-1555-77-1 -=- 173 147 W ! S4 A 2 K A-13 L A-13 FR45 - 174 146 W ! S2 A 2 P/A-13 G/A-13 FR20 T2 - - -- K SIN', - 175 149 W ! S1 A 2 P A-13 q A-13 FR20 __— cn AB9 A-9 —_` I Q DESCRIPTION -- F - e N Y .. ir Z _ GLASS —=`-=-- A..9 SIZE o c� GLASS G GLASS r P FOLDING PARTITION GENERAL t VERIFY ALL DIMENSIONS ON JOB SITE. � no SI 2'-0" x 7'-0" x 1 3/4" FPI SOUND PARTIT.ON ■ K - -- - GI INSULATED TEMPERED K - A-g _ a -__ S2 2'-6" x 7'-0" x 1 3/4" (DOUBLE GLAZE) FP2 ADJUSTABLE HEADER ob '. DUE TO MULTIPLE USE, SOME OF THE 33 2'-8" x 7'-0" x 1 3/4" DETAILS REFERED TO ON THE DOOR N 94 3'-0" x 7'--0" x 1 3/4' G2 1/4" TEMPERED PLATE SCHEDULE Ar'' REVERSED AND/OR °1 (SINGLE GLAZE) DG DOOR GRILLE TURNED F�30b, ,HE DIRECTION SHOWN _ _- - -- -- - S5 3'-6" x 7'-0" x 1 3/4" ---- �- - - S6 8'-0" x 7'-0" (OVERHEAD) DG-i 24"xi2" TOP AND BOTTOM ON THE FLOOR PLAN. GENERAL z S7 12'-6" x 8'--0" (FOLDING PARTITION) INTENT OF DETAILS MALL IN ALL m CASES BE FOLLOWED AND THE a F p SIMILAR 58 14'-6" x 8'-0" IFOLD!NG PARTITION) ARCHITECT CONSULTED SHOULD o A� A-9 S9 15'-0" x W-0" (FOLDING PARTITION) FR FIRE RATING _ _ QUESTIONS ARISE. SIG 4i'-0" x i6'-11 1/2" (FOLDING PARTITION) - Y T THRESHOLD Le� sit 46'-0" x i6''-1 1 112" (FOLDING PARTITION) FR20 20 MINUTE -" _--`- DOORS TO BE TRIMED TO CLEAR DJ S12 41'-0" x 9'-4 1/2" (FOLDING PANEL. PARTITION) FR45 45 MINUTE T► ML'TAL THRESHOLD FINISHED FLOOR SURFACE BY 1/2" WINDOW TYPES S13 3'-0" x 2'-6" x 1 3/4" FR60 60 MINUTE T2 STONE THRESHOLD Q NORTH DAKOTA, 11065 gDP 93-0057 28 OF 87 SHT.,�,_ OF!_5HT . 1 2 w � COPYRIGHT LRS L{ I IF THIS DOCUMLN'I' IS LESS 1 3 P� TTI ' I 1T>1�T�T 1 17TTTjT�i'` 1�1�1�T� IR � 1 � 11, �T� AUGUST 3� 1995 LEGIBLE THAN THIS NOTATION, 177 ��r —� ----- �.-_ � _ _ I_---II- ,, II _ I"1-I __.I _-II�'L0.,--- - ----- IT IS DUE TO THE QUALITY OF No.36 Ij' f ' THE ORIGINAL DOCUMENT. -- ti, �6Z8� ZE� z�Z111 Z 6I gI LI 9I 9i iii Edi ZI TIIIIIIIIIIIIII1I,TON,I 111 IIII�IlI! Illl��lll IIII�I!i! IIII�IIIIIIIII�IIIllllll�III1111i1�llilll111111 I III {l Iil [lll� 111 1T Ill ll� �iil�lli (� )�(( 1111� ((((��(►( (►((�)((( �►ii,;��i ui�lliiii�i�i�iiiiliii�iNii I 111 1111�111111111�1111 Ill1 !111 11111111 Ji I l�U lllllll!—� i i� 5" - 4 7 1/4" 1 3/4' x 11 1/4" L'rt•- --� — - (2) LAYERS _- (2) LAYERS SUBFLOOR S ITS AT !6' O.C. SUBFLOOR SUSPENSION SYSTEM WITH -- 121 LAYERS SUEFLOOR CEILING SUSPENSION ��� ACOUSTICAL PANELS SYSTEM WITH GYPSUM F '� ---- VENNER TIES 0 BOTTOM CHORD OF - ------- PROVIDE 1/2' - BOARD AND ACOUSTICAL ' 16" O.C. W/ JOINT TRUSSED RAFTERS CLEARANCE /-- 2x6 FRAMING 2x6 FRAMING TILE 2x6 FRAMING tr Y REINFORCEMENT % < - `'�' y INSULATION --___ = i 2X4 NAILER 2x4 BLOCKING / r (NOT SHOWN) � (2)2X12 PLATES % .. (.XIP ANGLE 3X3X 3/!6X3' { � - �- �-. � [EtLEVATIO:N - . V BOTTOM OF LtONG.W/ 5/9� BOLT TO 8 TRUSS - A 4" �� PLATES 0 24 O.C. ---*�- -_ f ` 2x4 LEDGER FOR CONNECTION -�� ACOUSTICAL TILE --- ACOUSTICAL TILE - 2-2x6•HEADER WITH ON GYPSUM BOARD 2-2x6 HEADER WITH ON GYPSUM BOARD 3-2x6 HEADER WITH 5/8" GYPSUM BOARD SOLDIER COURSE SEE DETAIL K/A~25 �--- l31 2x!0 HEADER (CUT SHEATHING SHIM SHEATHING SHIM \ SHEATHING SHIM _-~� A BLACK T08 1/2') WITH 5/8" GYPSUM BURRO - 5/8GYPSUM BOARD () w ■ ELEVATION �' SHEATHING SHIM SEALANT 118'ATI 12) LAYERS -- - SEALANT ANGLE x i/4- ��/ �_ BOTTOM t�F" - - SEALANT t- cn SEE A/S-9 ;� -- TRUSS _`- PELEVROOM SIDE) ARD BOTTOR OF 117`4" 4„ METAL DOOR METAL DOOR HEAD FRAME - C) n m VENEER TIES Q ,i eV-AOT�� 5/e" GYPSUM BOARD - --- - HEAD FRAME arl 150 TO SUPPORT AN _.C. WELDED - �— SEALANT METAL DOOR HEAD FRAME: - lU 3 4 W/ JOINT RE1NF. f -- ,+ (BOTH SIDES) O �- ; �— TS 10' x 2" x .250" 7 3/4" 5 314" 6 3/8" _ w BRICK BEYOND - - - -` STEEL FRAME -BOLT METAL WINDOW FRAME -'� = g ., 2X TO-FRAME 2■ 50 4 1/2" WITH 1/2" 1 BOLTS SEALANT - AT 32' O.C. SEE E/S-9 �/2" (J I w r L!I N METAL WINDOW FRAME--' ANGLE 5X' X3/8' A-12 HEAD A-12 HEAD A-i? 2 HEAD A-7 A-10 HEAD A-7 HEAD �= o J - '' " " N SCALE: 11/2" 1'-0" " A-12 S-9 SCALE' i i/2" - 1'-0" E A-12 SCALE: i i/2 1'-0 SCALE: i i/2 - 1'-0 SCALE: 1 1/2 - 1'-0 ct N 3 r T 1 METAL WINDOW FRAME a "- -=> } - - I �•+-r .a�a�. -fie k as __ LL- cl ti - LZ L1jZLjjj 2: r-- cu WALL- WALL WHERE OCCURS w 'i a ui - ,. -, + METAL WINDOW FRAME I w cr m 63/401 4 3/4" -j cr W — INSULATED METAL - TS 6' x 2' x .250" SEALANT DOOR FRAME r' STEEL FRAME AND ANCHORS SEE E/S-9 _ t I -��� � INSULATION �r BOTTOM OF ELEVATION o -^ FRAME 108'-1 112 ] _ _ ,, I 5/8" GYPSUM 8D. A O SHEATHING SPACER 3-2X6 HEADER WITH -- 5/8" GYPSUM BOARD 2-2x6 HEADER WITH 5/8" GYPSUM BOARD _ - - (3) 2x8 HEADER SHEATHING SHIM SHEATHING SHIM l B = - U 1 - i �-t-- 2x B OLTED TO {� z I z CERAMIC TILE I I /-- SEALANT SEALANT LJ cn �.. STET!i'R..ME k� I .F 3/8" 1 BOLTS 9R — (WHERE OCCURS, -- ELEVATION BOTTOM ELEVATION (2) LAYERS 5/8" x AT 32 O.C. — 107'-2"_ 1 OF BEAM 107'-2" METAL DOOR METAL DOOR HEAD FRAME GYPSUM BOARD iv HEAD FRAME (ROOM SIDE) --- METAL FASCIA �--- W f,A_ WALL WHERE OCCURS C� 7 3/4" 5 3/4" WALL SHEATHING k= - -_ METAL DOOR FRAME METAL DOOR FRAME �- 4 1/4 < w Q HEAD A-7 A-12 HEAD A-7 HEAD A-12 HEAD A-12 JAMB T A-12 W d, B �' F A-12 SCALE: :! i/2" i'-0" K SCALE: 1 1/2" 1'-0" P SCALE:.) i/2" - i'-0" � r. SCALE: 1 1/2" - 1'-0" B S-9 SCALE: 1 112 i -0 co C1� Q :DSEALANT - 24 I. ?'( WALL WHERE OCCURS - SEALANT LLJ [r) < O MITL.DOOR WALL WHERE.00CURS - { U 0Q = O METAL DOOR FRAME 2x4 FRAMING N Z V I— (n (I am STM a iir0.C. _ - I \ AND ANCHORS { r— METAL DOOR FRAME W Q O518" GYPSUM BOARD GYPSUM BOARD AND ANCHORS W ' zo W 13 t ir - a -� - -2 x 4 FRAMING �—i (n Z - 5/8" GYPSUM U - •�• In BOARD © v -5/Ti" GYPSUM BOARD C} Q LO �//>/? -- 1 ' m m m PAINT EXPOSED SUFACES [� V 0 v �VENM TES _ _ _ 266 STUDS DS A T � o ^ �r O in < TO+MIS� � l,J ` - WAUSHEATHM r � \)� CERAMIC TILE 2x6 FRAMING _ SEALANT (WHERE OCCURS) INSULATION { DRAPERY TRACK (BOTH SIDES) WALL.WHERE OCCURS - (WHERE OCCURS) I SES.! ,',NT DRAPES LVtfii� INSULATION I / I ----- --WALL LINE BEYOND CERAMIC TILE _/ �•.--- WALL WHERE OCCURS ,, 0- (WHERE OCCURS) - -- METAL DOOR FRAME d" A-7 A-1 JAMB A-12 JAMB A-12 JAMB A-12 SECTION E39-1555-77- SCALE: 2 � SCALE: 1 1/2" - 1'-0" C S-9 SCALE: 1 112" i'-0" B SCALE: 1 112" - i'-0" L SCALE: 1 1/2" - 1'-0" © SCALE. 3/4" = 1'-A' 1 (21LAYERS WALL WHERE OCCURS — SEALANT - - -- 12) LAYERS 1 3/4" x 7 114" LVL SUBFLOOR INSULATION _ ^~ SUBFLOOR STUDS AT 16" O.C. - �-- 2x6 FRAMING - -` - - METAL DOOR FRAME SEE SHEET S-5 - AND ANCHORS z 3 T A. 5/6" GYPSUM BOARD O 2x6 FRAMING AT ---••- in 2x6 FRAMING - 5/EI" GYPSUM BOARD 16" D.C. W AT 16" O.C. - (3) 2x8 HEADER ., [t: o 2x6 PLATE W/ i/2" WOOD �'` -` INSULATION - c) .i cb SPACER CONT. -- ACOUSTICAL TILE N i I I i i s o 77 SOLDER CUURSE - (4) LVL HEADER WITH -- ON GYPSUM BOARD D Bt'-'�.;K --- ACOUSTICAL TILL• 2x6 FOAMING - - SHEATHING SHIM aoi Q' ON GYPSUM BOARD ( C ( 5/8 GYPSUM BOARD -- - - �' / ` \\ SEALANT - _ � �y O SEs LINTEL - iv l lT W � ;SLAT ON BOTTOM OF ELEVATION •� '( m " WALL METAL DOOR -- 1 3/4" x 7 1/4" LVL ---- ` J o SHEET 5-1 'v HEADER 1a7 v-- � SHEATHING HEAD FRAME � LVL FRAMING 4 � STUDS AT 16 O.C. - - ------'-- kid rn 518" GYPSUM BOARD ' METAL DOOR FRAME -- 9 1/2.. WALL. WHERE OCCURS SEALANT ---- - ..____-.-- NOTE: 2x8 HEADER MUST SEALANT --�- --- BRICK BEYOND -_ BE CUT TO 7" AT BRICK - DOOR N0. i 31.AND 159 10 METAL DOOR FRAME -- --` LL,, r HFA!� �� i RAn HEAD _ A-12 JAMB A-12 _ a �r JAI•IIJ A-lz NORTH DAKOTA, fiub5 qLt; 1 1/2' i'-0" D SCALE: 1 112" - 1'-0" �� SCALE: 1 "/2" -� i'-0" M SCALE: 1 112" - i'-0" B SHT._ OF —SHTS, HUP 93-0057 29 OF 81 (9 COPYRI[3HT LRS • T 1 T T ( 1 T 1 T T + I F T'H I s DOCUMENT I S L> s s �� j 1 6 � ` 11 �� �'> >'� T 1� 71W7__ 11 AUGUST 30 1995 LEGIBLE THAN THIS NC)7'A'i'T(�N 4 1Q 11 � IT IS DUE TO THE QUALITY OF -- --__--_- N0.3e THE ORIGINAL, DOCUMENT. __ .-_- r __ 711i £ ZB1111111L, Z 9Z Z Z £ Z IIF71-11111121Z11111111611 BT Lt 9T 9i bt £T Zi it I I 8 L 8 9 ££ II Z' 11.111llllllllll ll1 I�II�INI illlfll 1II ILII III {lf Ilil�llflllllJllll I111�11111J1111111�1111111111111111111111111.I I I I�1111 I IIf1111�1 Illi ILII 1 Il ll�illlII 111 I illlll II lllllll 111IIII . II�IJ II II I 1 ,r I • 5/B GYPSUM BOARD INSULATION r 2x4 FRAMING AT ----� 16" O.C. 3/8"1 x 9" TOGGLE BOLTS AT 16" D.C. COUNTERBORE HEADS AND WASHERS En ►- 3/4" PLYWOOD W/ 9d NAILS AT f�., O.C. (2) LAYERS OF.3/4" U O PLYWOOD CONTINUOUS W w" BACKING GLUED AND 31 u. SCREWED TOGETHER ~ o (2) 2x4's W/ 2x4 STAGGER.JOINTS 8 1/2" •-: SPACER WITH SIMPSON U26-3 OR EQUAL AT EACH END, SEECONTINUOUS J/A-f 4 FOR SPACING (3) LAYERS OF 3/4" 112" SHEATHING U PLYWOOD GLUED AND (2) LAYERS 3/4" CONTINUOUS CI• BEAM B-8 -----�� I SCREWED TOGETHER (4) 1 3/4" x 11 1/4" -- PLYW000 GLUED AND SCREWED " • �. WITH STAGGERED LAMINATED VENEER LUMBER TOGETHER. SECURE TO LVL HEADERS -- rS , x 4 x .250 a JOINTS.CONTINUOUS HEADER WITH 2x6 BLOCKING W/ 010 x 3" WOOD SCREWS AT 32" COLUMN a� ELEVATION HEADER ON 5/8" (VERTICAL) BETWEEN AT STAGKIO.C.NG END). 0 FROM STAC . LEVEL WITH 3 109'-7 3/8" GYPSUM BOARD 4'-0" O.C. FLOOR BY GENERAL CONTRACTOR 2x8 — — 1 WITH 1/8"' MAXIMUM TOLERANCE `— 3/8"1 BOLTS x ' FLEXABLE ACOUSTIC ELEVATION BOTTOM OF STAGGER END .JOINTS BARRIER ANCHOR TO 108'-f 1/2" _BEAM _ AT 48" O.C. W m W Q vi �- ELEVATION .__. —_ PARTITION HEAD - _j � En109'-1 3/6" - = w bc v 14 ELEVATION 5/8" GYPSUM BOARD 107'-10 1/2" DASHED LINES INDICATE FOLDING DOOR HEADER PROVIDED AND NOTE: DASHED LINES INDICATE 3/4" x 6" HARDWOOD TRIM ACOUSTICAL PANEL INSTALLED BY FOLDING PARTITION SUSPENSION SYSTEM 1 MANUFACTURER 13/4* x 7 1/4' LAMINATED MATERIALS PROVIDED AND I 1 VENEER LUMBER INSTALLED BY FOLDING PANEL PARTITION MANUFACTURER LL__ f'-0" B HEAD A-6 A-12 HEAD A-2 A-12 _DETAIL A-1 " " SCALE: 1 1/2" 1'-0" E S-8 S-9 SCALE: 1 1/2"-f'-0" A S-5 S-7 SCALE: 1 1/2 -i -0 S-5 Q � � -S Q uj CD [[ J 2-14 x 5'-0" AT � Q (BELOW BEAM SEE 8/9-7 S 8 1/2" 12" O.C. EACH WAY co � � cn CENTERED AROUND Fu OPENING 14 SLAB FLOOR PLATE TO BE 0 FLUSH WITH FINISHED Q I I WOOD STRIP 12" FLOOR LEVEL ,Y C-) - Z • • I I •i��"'- •• FLOOFIING SYSTEM _ I- � Q NON SHRINK GROUT LLj Q 00 C) E (2) 2x TO SUPPORT 5 CX Il I N HEADER ABOVE `v • , z ? �- d L 2x4 OR 2x6 in i L LJ Q f~—• j 0 Q, STUD FRAMING I v� v v v DASHED LINES INDICATE .. . . I -W z FOLDING DOOR JAMB 1 3/4" x 7 f/4" LVL'S a ' • aLli .3 PROVIDED AND INSTALLED AT 16 O.C. 3 Y FOLDING PARTITION DASHED LINE INDICATES THICKENED SLAB �—I � MANUFACTURER 2x4 BLOCKING AT f2" O.C. FOLDING DOOR JAMB CENTERLINE OF 0 BEAM B-8 ABOVE PROVIDED AND INSTALLED FOLDING PARTITION METAL p `� C CENTERLINE OF BY FOLDING PARTITION SLEEVE 10" 2'-6" x 2'-6" CRJ 4H FOLDING PARTITION 1'-0, MANUFACTURER CENTER IN 60PENIN2" BOX 1N SLAB OUT �.,�. BOX OUT �( VOI .LEYBALL POST SLEEVE JAMB A-12 JAM A-12 INSTALLATION A'-+LLATION DETAIL A-1 SCALE: 1 1/2" - 1'-0" B SCALE: 1 1/2%V-0" D S-5 SCALE: i"-1 c.' F S-1 539-1555-77-1 2x4 FRAMING AT 16' O.C. l i WARNING SIGN --- r ROOF ------� SSHEATHINGNG DOOR LATCHfn 5/8" GYPSUM S"7 H TRUSSED RAFTER BOARD 3/4" PLYWC.ID o v 2'-0'x 2'--6" DRAFT A14 _ _ -- — - -- — — - SEPARATION WAIL ix4 FRAME CUT —" _ --` ACCESS DOOR. ,TEAM 8-8 N TO FIT FORM �� CC 8 W I POSITION DOOR IN WALL FLAT OF DOOR - _ - _ TO ENABLE DOOR TO 2x4 FRAMING SWING OPEN 100 2x4 FRAME 12)LAYERS � 3/4"PLYWOOD � BETWEEN -� � ~ MINIMUM. ., 2' m CUT TO FIT W ' ' o FORM OF DOOR TRUSS EBS (2)LAVERS I SEE H/A-14 — --- --- — -- (�} i -�-- 3/a" WOOD r 5/e"GYPSUM BOARD BOTTOM CHORD �•—+ OF TRUSSED RAFTER --- SPRING LOADED -- - OOQA -2" 5'-(3" 12) 2x4 a w/2x4 SPACER AT i6' O.C. _- 8 131 LAYERS HINGES (2) 2x4's W/2x4.SPACER 3/4" PLYWOOD W z AT 12' O.C. SPIKE TOGETHER A a A14 DRAFT SEPARATION ELEVATION &A-6 WAL!L--DOOR DETAIL SECTION A-12 SCALE: f/2" • 1'-0" 3 !4 SCALE: 1 i/a" s i'-0" H SCALE: 1/2" 1'-0" J 9-7 Am NORTH DAKOTA, 11065 14 9UP 93-0057 30 OF 87 SHT. OF SHTS. 2 3 4 5 (� COPYRIGHT LRB .. � ;. ... ,:., low IF THIS DOCUMENT IS DESS � 1 � � � 7 T�r�I �r r�TI-TT rj r�r j r �r� 19 9 5 _ I II U14 5 6 ' 7 8 11, 1 AUGUST 30 LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF � THE ORTGINAL DOCUMENT. ry £ Z 8Z ! LZ 9Z Z Z £� t111111 t8 Z 1gi Li 9i 9T 1'T £i Zi ii i 6 L 9I IIIIIi11 {I I IIII I{I IIIII II (IIIIIIlllll, IIIIIII � I IJIII 1 {II IIII !1111 I�111! llI 11 II! IU. l�lllll I I I ! ! ; I INSULATION OMITTED TOP CHORD OF ------- 2,-0„ FOR CLARITY ,+ NOTE: ROOFING MATERIAL, ROOF SHEATHING �/ TRUSSED FRAMING TR-3 AND 1NSLA.ATION NOT SHOWN FOR CLARITY, --- �- ��► 'IQ Cl�ia771 '-'13. 2x4 NAILER _- --� 1211 (2) TRUSSED RAFTER TR-2 �/ it . �..• ACOUSTIC TILE i -2"--- TRUSSED.FRAMING TR-3 — AT CULTURAL - I 7" i 7" , — - TRUSSED FRAMING TR-3 BEYOND /% CENTER 7 — 5/8" GYPSUM - -- (2)TRUSSED RAFTERS TR-2 2x 10 x 5'-0" BOLTED BOARD 8 1/2m TO TRUSSED RAFTER TR-2A7 v(2) 2x4'8 W/ 2x4 -'� 4 1/4 4 i/4 3/8 I BOLTS W/2 O.D.0.0. FENDER �r• WITH (6) 1121 BOLTS SPACrA. SPIKE � — WASHE9S EACH END AT EACH (2) T PLACE BOLTS 2" FROM TOGETHER. PROVIDE I 2X4 W/ ?x4 SPACERS. COUNTERBORE FnGE OF 2x10 AND AT SIMPSON A-34 ANCHGR BOLT HEAD AND FENDER WASHER. U Q CENTERLINE OF TRUSS AT EACH END, BOTH r— DO NOT COUNTERBORE AT NUT MEMBERS. (TYPICAL) �- _ SIDES, SEE A/A-15 FOR ` ENC OF BOLT w w X �'\` SPACING to (2) LAYERS OF 3/4" N PLYWOkM CONTINUOUS ~' 0 BOTTOM CHORDS OF (2) I TRUSSED RAFTERS TR-2 I I _ BACKING GLUED AND SCREWED TOGETHER = . / STAGGER JOINTS 5� ELEVATION irU I i6 B 7/8 _ (3) LAYERS OF 314" QtD i PLYWOOD GLUED AND • �- BOTTOM CHORD OF SCREWED TOGETHER <t g TRUSSED FRAMING TR-3 ti WITH STAGGERED r N '" II ELEVATION HEADER ON 5/8" o JOINTS CONTINLKXJ 01 ; 0 0 0 0 �' - 116'-0" GYPSUM BOARD 4 n ELEV A TION u_ Oi 3 —. — — - i 16'-8 7/8' L11 li a vi IIJ �_7 _ -__ _ ___. _ __ —1 Q U) - --- -- — -- _ (2) 2x4 CONTINUOUS NAILER. o ELEVATIONF7 ANCHOR TO BOTTOM CHORD OF f i6'-0' TRUSSED FRAMING TR-3 - !'- 2 1 5'-0" i2) 2x4's WITH 2x4 SPACER AT 16" D.C. _ (311 EXCEPT WHERE TRUSS WEBS DICTATE BOTTOM CHORD OF NOTE: DASHED LINES INDICATE (2) 2x4's WITH 2x4 SPACER OTHERWISE. SPIKE TOGETHER TRUSSED FRAMING TR-3 MATERIALS PROVIDED AND - FLEXIBLE ACOUSTIC BARRIER AT 12" O.C. W/ SIMPSON U26-3 F SIM. BEYOND INSTALLED BY FOLDING OR EQUAL EACH END AT 2x10. A15 PARTITION MANUFACTURER ANCHOR W/ WOOD STRIPS SPIKE TOGETHER AND SCREWS PARTITION P8 SECTION A-i2 HEAD A-6 A-12 B SCALE: ill" i'-0" A S-4 S-6 SCALE: 1 112"-i'-0" F S-4 S—s NOTE: ROOFING MATERIAL, ROOF SHEATHING NOTE: ROOFING MATERIAL, ROOF SHEATHING AND INSULATION NOT SHOWN FOR CLARITY, AND INSULATION NOT SHOWN FOR CLARITY. (2) TRUSSED RAFTER TR-2 — (2) TRUSSED RAFTER TR-2 ❑ m ' F-- TRUSSED FRAMING TR-3 TRUSSED FRAMING TR-3 < Cori W BEYOND BEYOND Q WW (j) 2xir x6'-3" BOLTED — 2x10 x 6'-3" BOLTED 2x12 CONTINUOUSW Q < Tb TRUSSED RAFTER TR-2 TO TRUSSED RAFTER TR-2 (� LJ cn WITH (5) 1/2"1 BOLTS WITH (5) 1/2"1 BOLTS ri TRUSSED RAFTER TR-4 Q r-ro � ' o Q CD �. ac E--- ,--- (j) CE < 2x8 FRAMING w y 0 C. s WI IW Z a --^� V J [ELEVATION A15 lill -8 EVATION -"f LJ j (� O A15 116'-6 7/6' 7/6' 5/8" GYPSUM Q LL BOARD cl V ri % C --- - ' �1 1. ELEVATION ELENA TION 0 F A15 A15 A!5 A15 V-1 3/ ° 5'-0" BOTTOM CHORD OF 1'-i 3/ " 5'-0" BOTTOM CHORD OF --� L ,. — (2) 2x4's WITH-2x4 SPACER SEE SPACING NOTE TRUSSED FRAMING TR-3 (2) 2x4's WITH 2x4 SPACER SEE SPACING NOTE TRLIRGF .. FRAMING TR-3 - -.a �~. ='� `� I " i6" 1-JOIST W/ --� �� == - - 1 AT 12 O.C. SPIKE TOGETHER ON A/A-15 BEYOND AT 12 O,C. SPIKE TOGETHER ON A/A-15 BEYOND SEE C/A-15 LSUI35 SIMPSON SEE E/A-15 HANGER I+ PARTITION P9 SECTION A—i2 PARTITION P10 SECTION A-12 ' " V-0" B S-4 S-6 SCALE: 1/2" i'-0" D SCALE: 1/2 S-4 5-6 ' 539-1 SSS-77- CENTERLINE OF 1f f/4" 1! 1/4" 7 1/4" x 1 3/4' LVL'S " " " FOLDING PARTITION �— AT 18" O.C. � 7 1/4 x 1 3/4 LVL WALL — 7 1/4 x f 3/4 L.VL WALL —i'-10 1/2" W000 BASE BELOW i 2x6 WALL 5/e" GYPSUM BOARD 2X6 WALL 518" GYPSUM BOARD SEE E/A-25 (2) TR-2 - (2) TR-2 � 2x 10 x 6'-0' TR-3 2x 10 x 6'-0" TR-3 A-12- JAMB - " G I SCALE: 1 1/2 1'-0" Z Y > WIT. It Q O A15 D — I cb n -- — - — SHEAR WALL STRUT ABOVE D I _ - o 1'-1 3/ 5'-0" 1'-1 3/ 5'-O" SEE SPACING NOTE Z SEE SPACING NOTE - - ---�.- WOOD BASE BELUW WOOD BASE BELOW Q m i21 2x4's.WITH 2x4 SPACER ON A/A-15ON A/A-15 __-__ (2) 2x4's WITH 2x4 SPACER SEE F/A-25 SEE E/A-25 AT 18" O.C. WITH SIMPS1F1 AT 16" O.C. WITH SIMPSON _ " 7 1/4 x f 3/4 LVL'S U26-3 OR EQUAL AT EACH FI4D U26-•3 OR EQUAL AT EACH END CENT[R1L1t4:OF AT 16' O.C. NOTE: PLYWOOD NOT — --- 16" 1-JOIST W/L81U135 HANGER NOTE: PLYWOOD NOT FOLDING PARTITION — --- - -- I 2xi�COl1NTML10lUS SHOWN FOR CLARITY SHOWN FOR CLARITY 4" WOOD THRESHOLD PARTITION P9 SECTION PARTITION P10 SECTION c JAMB A-12 SEED/A-25 Q SCALE: 1/2" - 1'-0" �' SCALE: 1/2" i'-0" G SCALE: 1 1/2" H NORTH DAKOTA, 11065 PUP 93-0057 31 OF 87 SHT.,.,r„_, OF SHTS, 1 5 ® COPYRIGHT LAS 011 VVV Li;GIHI,I; THAN THIS NOTATION, Z I 4 __ 1 AU,. .N ..- I IF THIS DOCUMENT IS DESS ITT I ' 1 111 I76TTTT' 1'111�4 � 111TI 11 g �lj 10 11 QST 3Q 1995 ' I1' IS DUE TO THE QUALITY CF No.3e THE ORIGINAL DOCUMENT. 1. Z gZ GZ I 9Z 7. Z E ` Z TZ Z t St Gt 9i 9t i T £t tit iI t 6 G 9 9 E Z tDIyIIN ^��' 1111 III1�1ll1 illi�llll IIIIIIIII Illilllll llll�llll Illi��ill Ill!�IIII Iillillll IIII�IIIllllll�lllllllll�lllllllllll�llll�! I IIII� Ill I(1 I�lll�lUllll ll�ll llll 11111 �t)1►I► ►1►►�(1� 1I11�1�1lIIIIII�►II Illlfllll III Illydill `� I�I II l I 1 lll 3 5 f i � 2 3 3 3 3 0 Ll K� �! 2 2 �J ® - - a ® OILING FINISH SCHEDULE It __ Gi Li PJ r� PJ p p TA p p p O CEILING SUSPENSION SYSTEM WITH ci GYPSUM BOARD AND ACOUSTICAL TILE W w x B/A-i6 3 ® 2 CEILING SUSPENSION SYSTEM �. Y WITH GYPSUM BOARD-PAINTED 3 'SEE B/A-16 r •• 3� ACOUSTICAL PANEL SUSPENSION U ----------- �/ SYSTEM SEE.B/A f 6 j <>5 6 D 4 ® 4 ACOUSTICAL TILE ON Q 0 O ¢ ® • GYPSUM BOARD N i ® 5 GYPSUM BOARD- SKIP p 1 x W O O ---- O - __ 8 TROWEL FINISH -PAINTED � v ti LL 3 ` LU U- Q vi 6 GYPSUM BOARD PAINTED UJ � F- � 5 U- 3 GYPSUM ® • ® ® ® ® _® ® ® ® ® ® ® _® ® ® ® ® ® ® • ® ® 0 ® ® • ` !, METAL SOFFIT • ® ® ® ® ® A ® ® ® ® ® ® ® ® ® ® -_ • ® • ® i • • ® ® ® ® ® Cm cm v 5 C 8 CONTINUOUS VENT STRIP ASO i 2 U _G O O F �\� FOR MOUNTING OF SPEAKERS IN 4 _ � EXIT PASSAGEWAYS SEE C/A-16 TYPICAL Q LEGEND M ? f-- Q w ' IT Cc 01 1 p p p p p p LIGHT FIXTURES Q cl CZ_1 Li_I W e Q 3 OPEN w Q CL i p p Q ~ C3 e - 0 Z r O TRACK LIGHTING � _ Q 2 C� U Q T U 10 Lu MECHANICAL AIR GRILLES ® p +— , _, W uj W � U W ' z w SPEAKER • O 3 .3 3 1 3 3 3 3 � w to Cr FOLDING PARTITION C 3 5 Q REFLECTED CEILING PLAN FOLDING P,�,,,� _ SCALE: 1/6" - i'-0" PARTITION 1/2" CONDUIT COMPRESSION BRACE- FULL HEIGHT-TYPICAL A SPLAY WIRE 12 GA. AT 12"-0' O.C. VMTICAL 1 A16 tYPICAL IN EACH PLAN OF EACH RL1NrF_R WIRES �--- FIRST UNE S BRACING 12 GA. AT 4'-0" OR LESS FROM 12 G O.C. I \ WALL BOUNDARY _ INSULATION 12) LAYERS SUBFLOOR 5J9-1555-77-1 45 MAX. 2' MIN. ' i-- CEILING SUSPENSION f / SYS TEM 45 MAX. LINE SPEAKER ENCLOSURE SPEAKER MOUNTING RING I WITH 5/8" GYPSUM BOARD COORDINATE INSTALLATION WITH ELECTRICAL GENERAL NOTES 45 MAX. 45 MAX. 1 1. WALL MOUNTED LIGHT FIXTURES THAT i OCCUR AT CEILING LINE ARE NOT SHOWN SEE ELECTRICAL PLAN ON SHEET E-1. z Y A'� 2. CENTER LIGHT FIXTURES IN ALL - v 2x6 BLOCKING AREAS UNLESS NOTED AND PRAWN N FOR SPEAKER OTHERWISE. w LOCATION SEE ¢ a REFLECTED 3. FOR MOUNTING OF SPEAKERS IN ��, -y CEILING PLAN CHAPEL AND CULTURAL.CENTER-SEE DETAIL °b �yp1G� C/A-10. IN EXIT PASSAGEWAY SEE DETAIL C/A-16. (� 2' MIN; / � � p" Q► 4. ACOUSTIC CEILING TILE CENTERED / MgnV _ IN AREAS AND WORKED TO WALLS. w Z AREAS SMALLER THAN f 44 SQ. FT. AND WITH WALLS ojtv*P / 5. PRGVIDE SEISMIC BRACING AT ALL CERJNG a m �g5 ` ONFOLIA SIDES EXTENDING TO THE STRUCTURE SUSOENSION SYSTEMS. SEE B/A-16 0 GQ` NEED NOT BE BRACED. NOTE: BOUNDARY WALLS 2X6 CERJN" FRAMING - 6 112"l SPEAKER AND MUST BE BRACED TOP AND BOTTOM INDEPENDENT WITH-5/8w GYPSUM -_-- �- GRILLE OF CEILING TO QUALIFY. BOARD AND ACOUSTIC TILE CEILING CEILING SUSPENSION SYSTEM SEISMIC BRACING DETAIL SEISMIC BRACING DETAIL SPEAKER ENCLOSURE DETAIL C Q NO SCALE A NO SCALE B SCALE: 3" - i'-0" c� v NOR?H DAKOTA, 11065 BUP 93-0057 32 OF 67 SHT..r_ OF r,.._ NTS. Q COPYRIGHT.LR$ I F THIS DOCUMENT. I S . LESS . :�� - _" r -" • _ ,,.,*..� .„_,._.,., _................._ *'tel ' lippcr 1995 y LEGIBLE THAN THIS NOTATION, 1 � 4 r ITT 6 . 7 �1 1 111 10 11 AUGUST 30 S OIAI'ION, 11' IS DUE TO THE QUALITY OF &'�-'^:"" d No.:it) THE ORIGINAL DOCUMENT. till Z9ZLI9t ,n»1IIIIINIII Ill�lllllllillll1111 III �I I II ILII Il Il! II III Ill�11Illfl 1J41�41U 414111U14111�1111 Illilllll Illll�!! �I! I Il dull lulh>! I1 �'I ;. ':,._- .,:- :' n : q. .. 'k .. .I ._ I. r41;! i-.)pi: ....}�,srt.ra ':::' S+ {,.,::q....•., .... , -: ..r....,,. i, ,. .1. . ... :. .... ; . :.,.: : ,:.. . ': -. .:. ,...:.•,r, .a"..;,.: . BukriGlk'Md':'Yffi1t+ 1.-k'A?rbw ..'�SSNi'1�V,�"�'�G4Y'- :il.'.1...-:EiS G.. ....- .. -. �"?R!P ... 17Zn;fM:3!Y. ,ffiR7AI�II th({iK�\d�'II•WkPIA�^wit�.dT�1�1t�'.F.a,..LO�a� 1764M.�➢[88511N�IfSii l4 w "Nfia�`:1 #•W71F,^..k ,k"Z4F^i... ..? J IPl , :.: w.. .-,, , .. :..:.,.. .... ..,r.. .;... .. .,..n,.. .-. .:.. ;': ^. _I .,,..Aw. . .,r.,... .,. µe..-., '13k.kX�4'[,. E,..x:k+'•l� ..... .. � .a ir A 4, 11 • — 5/84 GYPSUM BOARD — ' WOOD BASE SEE F/A-25 5 1 2' 2x6 RIM JOIST NAILED TO T-0" I / 4'-8" �; EACH STUD W/ (2) fEid 1TYP.) - (2) LAYERS SUBFLOOR h 2x6 AT 16" (2) LAYERS SUBFLOOR WOOD BULLNOSE EDGE O.C. SEE NOTE 03 - PLUMBlNf,,WALL 2x6 JOIST AT 2x6 81-OCKM � i6" O.C. -- — _ �- 10 —4- SAC. -4 10 r� SAC. ` C io PREP. C A S 7 ,q �+ - A� m 158 F3 SIM. - �) �\ r o \' SOUND \ cn to I-- � ELEVATION JUNCTION 10f'-1 f/2" BOX SEE NOTE #t ��\ BRICK (2) 2x8 CUT TO 6 3/4' WIDE U O NAILED TO EACH STUD W/ (2) 16d.(TYP.) 2X6 AT f6" O.C. 2x6 RIM JOIST w w ELEVATION � �\ F i� 3 U- BRICK 100'-b 3/4" Z?\M �` \ S-3 SECTION A-6 SECTION [rEUVATION \ SCALE: 1 1/2" - V-0" A A-f 0 SCALE: 1 1/2" - 1'-0"-0 AT1ON ELEV 98_3■ SEE NOTE i5 �_ C) ROSTRUM CASEWORK ! SEE SHEET F-2 - ` - SEE NOTE it4 Ir (21 LAYERS SUBFLOOR WOOD BULLNOSE EDGE 2x6 AT 16" O.C. 8 _ A Q Q F3 SEE MOTE _ /�-- 2x8 CUT TO 6 3/4' m 2'-0" `� A - f2 �,� - - RIM JOIST (2) LAYERS SUBFLOOR 3 Q A17 _- -- 2x8 AT 16' O.C. 11 1/4 r r r 7■ 1'-9 i/I' E cu 2x6 BLOCKING n 3'-6 3'-0 7'-0 3'_2 /G ----- A17 2x6 BLOCKING y h v- ` - __ SIM. FACE OF SIMPSON A35 OR EQUAL Cc Q 3 -� ELEC. _ CONCRETE O1 JUNCTION - AT 48 O.C. w N \ C7 WALL T v w ►- e� --- - - --- - -- _ -- _ c i 2x6 i J Q fn CONTROL - - _- - -- --- -- U -- 2x8 CUT TO 6 3/4' PEDESTAL SOUND __- =�--_ - JUNCTION BOX �- i CONCRETE , SEE E/F-2 Q1 6' JUNCTION -__--�- - 2x4 NAILER W/POWDER -J BOX B `� FLOOR ACUTATED FASTENERS N v A17_-` _ IT-8" 6'-9" AT 24" O.C. j ROSTRUM I P f59 2'-0" 4'-03/4. " m _SECTION SECTION E SLOPED SCALE: 1 1/2" - 1'-0" OC — SCALE: 1 1/2" - f-0" Af7 S-3 FLOOR _ F3 WALL BEYOND �r'-- i l21 2x4 TOP PLATE j A17 (2) LAYERS SUBFLOOR -- (2) LAYERS SUBFLOOF: ID HANDRATI SEE�'r I%Z N m �� -— TYP. F3 WOOD BULLNOSE EDGE 2x6 AT f6" O.C. (J) 2X6 AT 16. O.C. \ CRIPPLE WALL W/ ~ 2x6 RIM JOIST .1 2x4 STIRS AT � ti �- / 16' O.C. < c-U'CTRICAL. \ r ai a. W PANEL • ` tc l� 2x6 BLOCKING Q to (2) 2x8 LEDGER Q C= �* ELEC. m F In / 'Q CUT TO 6 3/4 � � Q F- 'a 157 p F3 ^ \ ^ 2x4 NAILER W/POWDER _ Cn C CONCRETE 2x4 SIU_PLATE W/POWDER � Q / Q ACTUATED FASTENERS FLOOR ACTUATED FASTENERS AT 24" O.C. cc Ail SIM. �,� \ Af7 A17 AT 24' O.C. -1 O 7'-5 L4- W-4 SECTION SECTION CZ 0 4 Y (- fe SCALE: 1 1/2" - V-o" E SCALE: 1 1/2" - i'-0" F LJ = 0 Lr z Lu 12) LAYERS SUBFLOOR I—' '-"' Cn CL V ROSTRUM FRAMING NOTES: W l - z) 0 1. ALL JOISTS SHALL BE.2x6 2x8 AT 16" O.C. - � � z J AT 16" O.C. (MAX) 2. ROSTRUM RAILING SHOWN BY 2x6 BLLOCKING OMIT I T - 1_l_1 0 ENLARGED ROSTRUM PLAN SECURE TO CONCRFOR ETE. ROSTRUM FRAMING PLAN 2x8 CONTINUOUS CUT � � v Ln SCALE: 1/4" - 1'-0" G/F-3 SCALE: 1/4" - 1'-0" TO63/4" a LQ 3. CRIPPLE WALL-2X4 AT 16" O.C. 0 C 4• RIM JOIST TYPICAL 2x4 NAILER W/ - V 5, DOUBLE 2x8 LEDGER-CUT AS POWDER ACTUATED Q � REQUIRED FASTENERS AT 0 24" O.C. _ SIMPSON A35 OR EQUAL AT 48' O.C. SECTION - G HANDRAIL DETAIL H SCALE: 1 1/2" 1 0 SCALE. 3 1 0 i 1 3/4" x.71/4"LVI. 519-1555-77-l AT 16. O.C. i �--- 2x8 SILL PLATE 5/6m GYPSUM BOARD Mn- XZ"WL CONCRETE FGUNDA I ION OMIT �- SEE C/S-3 , 1�a L_ P/A 1l 7/8'FURRING CHANNELS AT 16".O.C. METAL CONTROL JOINT - 11 A° 5/8" GYPSUM BOARD Z Y 1 x4 NAILER WITH SHIMS 0 _ w � Z WOOD BASE o • SEE F/A-25 �. � P• ' 5/8' GYPSUM BOARD --- L WALL COVERING D 5/8" GYPSUM BOARD TAPERED 2x6 AT 16" O.C. - -- 2x8 AT 16' D.C. MAX Cj N ELEVATION A TION SEC TION CUT AND TAPER _ E E V A T IO As REQUIRED � . , 4 m - K L M SECTION CONTROL PEDESTAL DETAIL J THRU WALL PANEL N A_1 CONTROL JOINT DETAIL P A-7 SECTION " CI A-7 SCALE. 3"-V-0" SCALE: 3/4 - 1 -0 A 6 SCALE: FULL SCALE: 1 1/2 1 0 NORTH DAKOTA, 11065 A = BUP 93-0057 33 OF 87 SHT.,,,,_OF SHTS. (P COPYRIGHT LF r T I 1 T ) ) , 1 � i �. 995IF THIS DOCUMENT IS LESS 7T� 1 T� 7 I ' I �� l l� U 11• d�•gUGUST 3'VLEGIBLE THAN THIS NOTATION 4 5 6 S IT IS DUE TO THE QUALITY OF No.3e THE: ORIGINAL DOCUMEN,r. - -_-_ __.._ maw t'11:1-1111 Z 8Z LZ 9Z Z _ E ZIZ T, I BI GT9t4tII II I llillll�11��� I I�I 1 1� II I I 1� 11\ljllh`�Il illllllll�ll 1 �I11 Illl � llll IIII�III1(Illl�illllll I�\ I�IIII1 IIIA 1�lllll�llllllll�lllllll1 .. ,,. , ,. :.,., ,.. .M ,..n .`. „.....,n,....r.a.a.,.hn...,iw,.un,s..awawwNsw4iwe. r_. .e .,3.Y..Mirktv:tiws1✓l.aW! w5k wk4r:'+ aa1,."ax.:.: ,.r ,.,n ',40J _.4ux x M1RA�r�'..: . �. WALL MOUNTED — �• ”. WALL LINE BEYOND LIGHT ------ TOILET � A. CERAMIC TILE 48" x 34" COMPARTMENT ------------�--� 4► . MIRROR CERAMIC TILE WALL - TOILET COMPARTMENTS COVERING C\ WALL COVERING ` l COUNTER TOP E SIM. E o o Q Alf SINK Alf U? H ti o^ d d - • —., cru U PROVIDE BLLXAINU. • — PAPER TOWEL DISPENSER • µ 8Y(T►NNER i OPP. 4" CERAMIC ~ N 0 = = A21 TILE BASE CARPEBASET I Y MOTHER'S ROOM • _ 2x6 AT 16' O.C. ELEVATION ELEVATION ELEVATION `- • PLUMBING WALL • SCALE: 1/4" i'-0" A SCALE: 1/4"-f'-0" B SCALE: 114"-1'-0" C L - f1 • • iii• • • • WOMEN �/ • tI o i� 0f f 1 • 1 -__ - • =– • U- cc 3 -_ F , F.D. • � ' ' COUNTER • W V- Q ui A20 • / o SUPPORT • WALL MOUNTED W : ~ N aI ` a BRACKET • a N • LIGHT FIXTURE • _ = TYPICAL ' o • F.D. A20 SFE E/A-2f • 48" x 36" WALL COVERING � a �+ CERAMIC TILE WALL COVERING cq �+ a • • MIRROR TOILET COMPARTMENT B CORR. • • `� • 111111111 fill , SHEAR � —! f09 • `v _ - CERAMIC TILE • • — N Vu • ----- MEN I � �� __/ � • / ., E '0 I CO HR. • . 105 I if• • • • • i • • • _ / f " r B — 1 - 11 • / "'I' L_ 2,_0 TOILET COMPARTMENT B — 4 W \ t0 is v 2. 04 71/4" g'4p PROE.W.C. IDE BLOCKING V - L. J a �,, \ " m PH(,VIDE BLOCKING PAPCR TOWEL DISPENSER a T PAPER TOWEL U{SP LASER - -1 N iv - 51/ BY OWNER 13'-03/8 31/2" HY T-2 s/8' 31/2 4'-11/4" 51/2' •+ 7'-2 5/8' 7 1/4' f2'-8 5/8" COUNTERTOP E 4" CERAMIC E CERAMIC TILE BASE cn TOILET URINAL SCREEN WITH SPLASH TILE BASE Alf OPP' [] � COMPARTMENT Alf ENLARGED REST ROOM PLAN ELEVATION D G ELEVATION ELEVATION q Lu ~ SCALE: 1/4u 1'-0" SCAI.E: 114"-1'-0" SCALE: 1/4"-1'-0" SCALE: 1/4"-1'-0" LLQ nj W r O ca CIl �Llj Q cn CC 0 o Y � W = Q aC U U4-! z o 3'-13• N Z V F- w 0 2xB AT 16. O.C. _u) CE PLUMBING WALL LL1 W Lo • woe • Y — WALL COVERING - W O 3 Z i WALL COVERING �i W F G WALL MOUNTED LIGHT FIXTURE Q Q Ln '� • 24" x 36" SIM. J W riN i7 Ae Q MIRROR Alf V O C C COUNTERTOP Q • - q)PROVIDE BLOCKING. 2x6 AT 16' O.C. � � • WITH SPLASH rr nn � PLUMBING WALL • PAPER TOWEL DISPENSER V E3Y 0v"R 0 1/2" o � F-- • f • • N N z Ir — CERAMIC TILE E CERAMIC TILE A21 SIM. ENLARGED REST ROOM 148 w ELEVATION G ELEVATION SCALE. 114 0 SCALE, 1/4"-V-0" SCALE: 1/4"-l'-O" H 539-1555-77-1 cn Et L 3 i u � o S cb 0 rn D 0 "i o NORTH DAKOTA, 11065 0 A �� BUP 93-0057 34 OF 67 SHT._•„ OF _,_SHTS, 1 3 (9 COPYRIGHT L.I Ila' THIS DOCUMENT IS LES5 4 T I I l I �F T �i 1995 ,L LEGIBLE THAN THIS NOTATION, � 1. � ' ���� � - � " - 1 t' /'1UGUST 30 r, IT IS DUE TO THE QUALITY OF Na 3H _.._,,. THE ORIGINAL, DOCIJMENT. fili 2`111111119141111 ZZS - ZaVtBi I tt t 6 L 9 9 1 S $ i3�mell1ll1711111�IIIIIII�IIi 1 II 'III111111I11�'11111i11ilill ���� ����IN�iI it Il Illl IIII�II�I1 II IIII l 11111 lllllllil 1 ! I 11111 II Illi 1 lu 1 WALL MOUNTED ----- WALL MOUNTED LIGHT LIGHT TOILET — TOILET SCREEN NAL 48" x 34" - 48" x 34" COMPARTMENT COMPARTMENT MIRROR MIRROR CERAMIC TILE +a CERAMIC TILE URINAL TOILET -- WALL — WALL -- 4 CERAMIC TILE r COMPARTMENT COVERING COVERING SCREEN Ll 1 Q s Q • - _�._ pT r II or Il\ •1HEHE E _ I E c A31/2" 1/4' A2! 4 GRAB BARS 7'-31/4" 7 -31/4 A21 (!) -Tf IF AB ■" P 40VIDEBLOCKG ABOVE FLOOR .r �� A PAPER TOWEL DISPENSFR - - h BY 7�MVER iy GRAB BARS GRAB BARS U RMOUNTED 36" �_ MOUNTED 38ci 13", ARS ABOVE FLOOR - I A80VE FlUOFI Q LLI 0 w �` • 4" CERAMIC - 4" CERAMIC 4" CERAMIC 4" CERAMIC • TILE BASE TILE BASE TILE BASE -- • � TILE BASE T • • ELEVATION ELEVATIONELEVATION ELEVATION t,2� • D • A21 SCALE: 1/4" 1'-0" A SCALE: 1/4" - i'-0" B SCALE: 1l4" 1'-0" SCALE: 1/4" 1'-0" 6D — L— — • Sly v �; COUNTERTOP AND SPLASH A— Q • rn • Q o C y • C m N 3 A21 • A21 _ W u-ZZ/ S • N W � Fr MEN ,- - ,� -,' R� WOMEN 1x4 WOOD FRAMING - _J Cc U) 129 3 - • 3'-0 130 PROVIDE BI-OCKING WITH WOOD SCREWS • 4 �- —PAPER TOWEL DISPENSER BY OWNER 7'-101/ " B'-01/4 2X8 BLOCKING BETWEEN N i� STUDS FOR BRACKET LAG 14'" — •I-- 1�. 14� Iv BOLTS ELECT. • 5/16" x 2" STAINLESS STEL , CORR. PANEL Q CORK. Q BRACKETS AT 32' O.C. MAX. N B 132 'Q 131 a ANCHOR SECURITY WITH 3/8' 1 ., B LAG BOLTS (SPACE13RACKETS �F • AT 30' MIN..CLEAR • iq • AT LAVATORIES) �-- fV In BASE V l ENLARGED RESTROOM PLAN VANITY COUNTER DETAIL E A-2o Q3 �-, w SCALE: 1/4" 1'-0" SCALE: 1 1/2" i'-0" Q CC CU LLJ ~ cz c J—) ` Q O � Q cr- o H o Y cl) W Z E` `L W Z � +_- UJ W � to CE C'3 z Wo 3 U) Z L W J Lo f o r Q C C 4� U 4 539-1555-77-1 N Y O 0 v in W m o r+ & ab 0 aNi D 0 Z <ILE Q � a 0 NORTH DAKOTA, 11065 13UP 93-0057 35 OF 87 SHT,.__. OF __„SHTS. COPYRIGHT E.,Rs ,. — � 1 T T T I T �T-��TTT l rn ._:- IF THIS DOCUMENT IS LESS 1T P 1 -9 I ' 'I ' I ' I I ' 1 I ' Vi a^ 1 �\3 4 6 1 r 8 1 j10 11, , lj� AUGUST 30 1995 ' LEGIBLE THAN THIS NOTATION, - � !1 IT IS DUE TO THE QUALITY OF Na 38 THE ORIGINAL DOCUMENT. --_ — -- - -- -- -- --- -- - -� - £ 6Z 9Z LZ 8Z Z Z E Z iZ t1i I 8i Gi9ZT T 69 9UII IIIIIIIlllllll II�IIIIILII III�IIIIIIII�1111 IIIIIIIJlsIIII IIJi IIIIIIIIIIIIVIII I I111, ( I TI II !IIIIIIIIJ�IIIlIllllll1111�1 11�J1�llW II1111L� .9a..:;at...>Jl;i..,.r.:.Y1.el¢I lYu.1ii'o...., b:�'t x..li:iUai.. :.,.vu:%t oi'.I.iu,yA6'tl,eie w1.:- ¢..-..' ... -;.i..i t :r.,1tw.wleaa.VK6:rdi4 -:.dlin.A4SYii+avaw.diun�FIL•.a` Ri..n..'a0.uu.c ..:.i..vil4'$�X.a.rcGit.x1J..v(uaa9Fdic'$ri'"t "1'�lYl6i{tti�. l�f{iL __. .._.--.f ._�.� _—_...—.--_ ---.-- T-- �..._ ._..—.... ._..--_.___� _ --_—_..._.�.�-_�._-.__-...«-_ + [E]l Y -. A N Klt-� t + RANGES 4 F E H G SHEAR WALL - I 1.1/2" VERTICAL LEG A22 A22 A22 A22 I A 3'-0" 3'-4" 2'-0" 2'-0 2'-0" 2'-9 2`-U" 2'-0" ANGLED NOTCH COUNTER TOP �-- WAIT COVERING - WALL COVERING - WALL.COVERDS NG 6'•-2 3/4" _ TO FIT SNUG AROUND v L.� DOOR FRAMES AT 6"' VERIFY SERVING DOOR x N U. AREA 117 I - NO DOORS f- G 103 o�5 2x6 AT 16'O.C. RANGES A22 LOCK SINGLE W W x PLUMBING WALL LLE - _ - - REF. _ - COMPARTMENT 3: LL SINK 8 I ChWU(6OAR0 — (-`� ul OPEN - -_ o i �• 12 - �— - — in = -FIRE EXTINGUISHER U I 2'-0" E0. 5'-0" ^ I E0. 2'-0" 2'-0" 4'-2" 2'-2■ 3'-0" 3'-0" I i'-g" 1'-9' 3'-0" 2'-0' 2'-0" 2 15'-0" It 1 1/2' TWO �_____— ----- (A>22 K1 1/2" VERTICAL.LEG COMPARTMENT A2Q A22 � ROOM 158 3 � o ENLARGED SERVING AREA PLAN ELEVATION ELEVATION ELEVATION ELEVATION A-17 � Y_ SCALE: 1/4" - 1'-0" SCALE: 114" - f'-0" SCALE:SCALE: 1/4" 1'-0" SCALE: 1/4" - 1'-0" SCALE: i/4" - i'-0" D U- W LL- < vi W D 2,�„ • WOOD TOP 6 B BOT-, JM (TYP) • WOOD DOOR 1 X4 CONT. MOUNTING • STRIP W/ 1/4" SCREWS : ADJUSTABLE --- AT 16" OZ. TOP m0 SHELVES ix4 CONT. MOUNTING '- AND BOTTOM INTO STUDS 0 • ix4 CONT. MOUNTING STRIP W/ 114 SCREWS (TYPICAL) • STRIP W/ 1/4" SCREWS 0 AT 16" O.C. TOP - WOOD • 1 x4 CONT. MOUNTING ; AT 16" O.C. TOP 1 x4 CONT. MOUNTING AND BOTTOM INTO STUDS ; ; • STRIP W/ 1/4" SCREWS AND BO'. :OM INTO STUDS STRIP W/ 1/4" SCREWS DIVIDERS • AT 16" O.C. TOP AT 16" O.C. TOP : DOOR WHERE : 3/4" FIXED SHELF Q AND BOTTOM INTO STUDS a 0 -' DOOR WHERE APPLICABLE Q AND BOTTOM INTp 5TUQ5 � 4 ADJUSTABLE SHELVES Q W/ HARDWOOD � lJ 1 � iv APPLICABLE iu iv iv (VERIFY WITH ELEVATIONS 3 �. W DOOR WHERE - DOOR WHERE ADJUSTABLE SHELF EDGE • APPUCABLE APPLICABLE • . • N�MBER OF SHELVES)ION NUMBER OF SHELVES) CL LIJ ADJUSTABLE SHELF (VERIFY WITH ELEVATION -- BACK - ADJUSTABLE SHELF /�� WALL LINE HOOD DOOR c Lij U U� ADJUSTABLE SHELF NUMBER OF SHELVES) ADJUST BL Q (VERIFY WITH ELEVATION (VERIFY WITH ELEVATION COUNTER TOP ; Fl NUMBER OF SHELVES) �-- WALL LINE NUMBER OF SHELVES) AND SPLASH WALL LINE /' Q O Z. . " -- WALL LINE s W000 DRAWER ,v c Y c� ' WALL LINE o Q COUNTER TOP Q 2'-1 114 FRONTS c SINK Lij T Q > v COUNTER TOP iv 'cu 2'-f 1/4" 2'-1 f,'4" AND SPLASH a _-2'-f f/4 (TYPICAL) 2'-f f/4 AND SPLASH 0 U Q COUNTER TOP N COUNTER TOP ; - LJ.1 AND SPLASH -y AND SPLASH 1/4" BACK N �' � I rn F-- tv) cr 0 j-- 1 112" 1 112" - i 1121, �- -) W • 3/4" 3/4" c - 3/4" �- — BASE LJ (� i BACK - FALSE DRAWER "' W > cc : WOOD DOOR FRONT .___ -� FALSE DRAWER Ix BASE W o 3 i'-i 1 3/4' - ADJUSTABLE i'-i 1 3/4" �- SINK i'-11 3/4" tv i'-f 1 3/4" FRONT FRAMING =a 4 SHELF - SINK SECTION A-24 -3r �, m ul WOOD DOOR m ci in SCALE: 3/4"-f'-0" P O • ADJUSTABLE ; i'-i 1" : "' - WOOD DOOR Fr • SHELF _ � Z C DRAWERS _ NOTE: NO FURRED DOWN CEILING a Cb : BASE (TYP.) BASE w IN ROOM 165 • BASE BASE �- �l BASEU9 ~ • . CORRIDOR - 2x4 FRAMING �--+ e f Q WALL - (2) 2x10 HEADER Ix BASE — 1 x BASE FRAMING i x BASE 2'-4 1/4" 5/6" GYPSUM 1 x BASE i x BASE FRAMING FRAMING 5/B" GYPSUM BOARD FRAMING FRAMING BOARD SECTION SECTION SECTION SECTION H SFrN 1 - _HARDWOOD SCALE: 3/4"-1'-0" E SCALE: 3/4"-l'-O" F SCALE: 3/4 -i -0" G SCALE: 3/4u-I'-O" SCALE: 3/4"-1,-0*, J � SPACER .� 2'-0" - WOOD TOP 6 BOTTOM (TYP) • WOOD DOOR 539-1555-'17-I ADJUSTABLE SHELVES : (TYPICAL) WALL UNE WOOD 2x4 DIVIDERS - COUNTER TOP 3 1/2" FRAMING : _ !_- • , 2--1 11411_ - AND SPLASH 2'-1 f/y" COUNTER.IOP 3/4" FIXED SHELF COUNTERTOP W/ HARDWOOD 2x 12 BASE 1 FRAMING EQUAL EQUAL EQUAL � 7'c- 2x4 FLAT EDGE qv NOTCHED AT FLOOR Z1 112" A3 REQ*D - RETURN AIR DUCT z 3/411 f i/2" _ o v • _ - _ v WOOD DOOR Cn-- • ui - - \ • WOOD DOOR „ a� cr : S L - - - --- __ - - ------ 2x12 BASE • 51 f x 2 TEE FRAMING 1'-11 3/4' ; A22 TUBE - PAINTED -- --__--.--- NOTCHED 1/4" BACK • 1x4 CONTINUOUS ---- ---- -- - -- -- - - W000 LEDGER _ _ A5 REO p • m m -�--- OPEN --� 1"x 2" STEEL TUBE - 121 LAYERS _ RETURN AIR a ADJUSTABLE 3/4 SUBSTRATE 2x4-- OPENINGS aR' D - SELF PAINTED 2x6 FRAMING (2) 2x12 � �- _ 2x6 FRAMING • - DOOR FRAME BEYOND3/4"x 1 1/4" AT FLOOR p NOTCHED ` N 1 x 2"x 3/16 STEEL PLATT yrO�LEDGER A22 -" — --- A22 d - BASE (TYP.) - 1 112" HARDWOOD WELDED TO TUBE. SCREW 2x6 FRAMINGLUjj DIVIDER TO CABINET EACH END STEEL TO TUBE WITH 6' x 3/4' ., NOTCHED v WOOD FACE 6" X 3/4" -- ---- - WOOD FACE 2x4 BLOCKING �4 ,�L Wpm BASE f x BASE FRAMING SECTION �/ SECTION COUNTERTOP DETAIL. BASE PLAN SECTION SECTION A-i A-6 GALE: 3/4"-f'-0" n SCALE: 3/4"-f'-O" �- SCALE: 3" - 1'-0" Q M-i.M-4 SC SCALE: 112" - 1'-0" N SCALE: 3/4"-l'-O" A2 L NORTH DAKOTA, 11065 3UP 93-0057 36 OF 87 SHT. OF SHTS. (9 COPYRIGHT LFiB IF THIS DOCUMENT IS LESS I I �1111i � I �� T7 TI11T�P Tfi AUGUST 3C1 , X95 LEGIBLE THAN THIS NOTATION, _ r _`�1 6 �� - �� �� IT IS DUE TO THL•: QUALI'T'Y OIC' lD�=="" No.3d THE ORIGINAL DOCUMENT. -- � - --- -,--- ----' _-�._ -. - £ 8Z SZ LZ 9Z Z Z £ zZ t �Z 6I 1�I LT �9T Qt I. �t £T Zt tt T 1 111111111{I11i{ {IIli1►11 �1111111111f1�fll�ll�ll1111111�1I.! I�l I III 11111ll111 ii llll1lU 1111�1111�ll1�� II I1111116- I 111 ill)�IIII 1((I��►u1 ►►II II II 11� I �11111f 111 1 Ill II,. l ll I Ii�l Il 1111 11111 �il � IIII 1111 11111 lilt lllllllll Illl�lll ll � Ill li �li 1 TACKBOARD A23 HI ik S °D D u P HARDBOARD DIVIDERS N 2'-7 1/2m Lo TACKBOARD A23 ADJUSTABLE SHELVES A23 ADJUSTABLE SHELVES A23 2'-6 ? ? A _LA \A2� /A23\ 3/4 3/4 SHEAR L 01 P' WALL A23 ? ADJUSTABLE SHRNES ? ELEC. En 142] IF_77 rs ? _!�A2_ I- --v - 3j/ W w AL 3*-S* 111-10 6"'­ CARPET I T-94 CARPET (4) EQUAL DIVISIONS I •• MATERI 2 on •2'-6' L-10 IV4" X-84 1 4 U. BASE I- BASE CENTER (4)EQUAL DIVISIONS (3) EQUAL DrMIONS CARPET BASE uj HARDBOARD UIVIOM9 STORAGE A23 45 A2� r D iD ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION v SCALE: 1/4" - V-O" A SCALE: 1/4" V-O" B SCALE: 1/4" V-Om c SCALE: 1/4" - V-O" D SCALE: 3/4"-1'-0n E cc < 6'-2 114" 777, 4'-3" 2'-7 112" W 'w 4'-2" tv-.8" COUNTER,TOP COUNTER TOP F u- Or G COUNTER TOP A23 ELECTRCAL w LL7 < to COUNTER TOP w :D Fi lx4 FRAMING A23 R 2'-7 112" OUTLET _j cr- (n A23 I x 4 FRAMING A23 (ONE END ONLY) WOOD " Aill -u-x..x 41 liti ' l - ENLARGED MATERIAL CENTER PLAN MEMBER R A23 3/41' ir SCALE: 1/4n.- V-O" 2'-0" e- 3/44 V-3": V-31. 3/0-- 3 X-111 a ADJUSTABLE 3/4"• SHELF 3/411 ( 1 0 fill( /0 1 OPEN 3/41' HARDBOARD >_ k____ • ' l" I- s : ? VERTICAL DIVIDERS n in in 5 • SMOOTH BOTH SIDES mcu .1 WOOD MEMBER(REMOVABLE) RABBETTED c\j cli INTO WOOD MEMBER • STORAGE VFRT!CAL P.R.V. TOP AND BOTTOM 1=1 2 • SEE SFeT P-1 19 EQUAL SPACES) • -• A A A CARPET BASE Ix BASE CARPET BASE • FRAMING U) cl 1� z r ix BASE FRAMING 6'-1 1/2" TACKBOARD CUST. A23 SECTION SECTION ELEVATION ELEVATION W =il 3 K SERVICE G H < ELEC. BASIN SCALE: 3/4" V-01' SCALE: 3/4" V-0" SCALE: 3/4"-1*-0" SCALE: 3/4"-1'-0" PANEL 36" UTILITY SHELF C�j Lij C cc ii cz u� L�jj < STORAGE v-Ou 0 0 U) F_551 COUNTER TOP BACK COUNTER TOP WOOD DOOR ROOM FINISHED i SIDE r- Lij < F—1,-41 SHEAR WALL . . . . . . . . IX4 CONT. MOUNTING I x4 CONT, MOUNTI14G mt IX-4 CONT. MOUNTING STRIP W/ 114" SCREWS STRIP W/ 1/4" SCREWS • STRIP W/ 1/4" SCREWS a I CD 0 I '- 2'-11/4" -1 114" AT 16" D.C. TOP AND AT 16" D.C. TOP AND AT 16" D.C. TOP AND BOTTOM INTO STUDS BOTTOM INTO STUDS z I x 4 FRAMING BOTTOM INTO STUDS i (n cc 5'-9 3/4" Lj 0 1i'-5 1/4 ADJUSTABLE SHELVES ADJUSTABLE SHEI-VES 1 1/2" ADJUSTABLE SHELF 1/2 (TYPICAL TOP & BOTTOM) L-Li 3/411 z uj a 3/4" BACK d BACK LLJ 0 V-10 1/4" FINISHED BOTH >7 EXIT PASSAGEWAY 5-10-1 Cn Ir cr_ OPEN FRONT OPENYRONT SIDES r. WALL UNE .1 P7 1 -10 1 4 cs m ui lov UD z 0 ENLARGED CUSTODIAL AREA PLAN ddw� M in COUNTER TOP HARDBOARD LLJ iu 14 2'-1 114" AND SPLASH .1 < SCALE: 1/4" V-O" VERTICAL DIVIDERS ADJUSTABLE (4) SMOOTH BOTH SIDES SHELF DRAWERS (REMOVABLE) i. • uj t PABBETED INTO • CARPET BASE 1 112" SHELVES TOP & 80 F TOM 3/4" 112 EQUAL SPACES) • BACK 12) LAMINATED 36" CUSTODIAL Ix BASE 3" TYPICAL WOOD .SHELVES - - - - - - FRAMING ;_lr� UTILITY SHELF WOOD DRAWER ADJUSTABLE FRONTS (TYP.) SHELF 32" HIGH ADJUSTABLE SHELVES CERAMIC TILE■ SECTION SECTIONiv rZ=Z=C3== BACKSPLASH SCALE: 3/4" - V-O" L SCALE: 3/4" - V-001 V-11 3/4" f- ti BACK BACK Ln T 5J9-1555-77-1 SERVICE BASIN BLOCKING AT .�xj CARPET BASE • CARPET BASE • at 'w --- CARPET 'BASE • noOR 119 12" D.C. SOLO CORE WOOD DOOR GATE I xBASE Ix BASE FRAMING I X BASE FRAMING tn u) FRAMING cc cr_ CABINET ELEVATION A-11 CORNER BLOCKING SECTION SECTION SECTION SCALE: 114"-I'-On K BETWEEN.DRAWERS SCALE: 3/4"-1'-0" SCALE: 3/4"-l'--O" SCALE: 3/4"-l'-0" U) z 0 a u > w Q Qo L 015 ELECTRICAL OUTLET ONE END ONLY 17 1 L e 2x4 rn 3'-2" HINGE TYPICAL 0 fn R C3 I 1/2"x3 112" (NET) HARDWOOD it 1,," 2' Z, , 2x6 JAMBS FASTEN WITHFLAT 7Z- TYPICAL HEAD SCREWS ATV D.C. L 2112 SHEAR WALL COUNTER SINK SCREWS AND 3/40 PANEL PAO(=T WOOD LEDGER 3/4" PANEL PRODUCT FILL HOLES WITH WOOD WITH HARDWOOD (BEYOND) WITH HARDWOOD PLUGS EDGES SECTION EDGES SECTION DETAIL SCALE: 1 1/2" V-O' R SCALE: 3" V-0" S SCAT F' S A 2 NORTH DAKOTA, 1106l; BUP 93-0057 37 OF 87 SHT,� OF—SHTS. 4 G COPYRIGHT Lft I T TTIJT�ltr low IF THIS, DOCUMENT IS LESS 17 ItT IPP11111111 11T PiTfillp Jill 1111 Ill TP-1 T I IT T9 181 Ill 1995 1 4 LEGIBLE THAN THIS NOTATION, lol 11 AUGUST 30 IT IS DUE TO THE QUALITY OF Nose e­!�.-M-- THE ORIGINAL DOCUMENT. �ll111(ill►��11 ll I fizil I 10 1 til I I' "M Itillull" 1,1,tcii i i—11161 ,ri, fizi,i i L, zil 1 '1111 ill I lildIll d111111 t 7 T�Z ll llllllllilllll J. (A N fE E mll i jJ7 x k. (A23 112' '-T. '.. V-731. .�t 3�At rep ��--- TACKBOARDCHAUMOM _ 1 N LA] ie A24 W N A a BASE � BASE - 0m BASE —_ _ CLERK v BISHOP • �_ S 56� L' a 7 55� a s • ~. TACKBOARD ' \ C) A24 CHALKBOARD \/ w O x ELEVATION ELEVATION ELEVATION ELEVATION 1/4' x 4 SLOT F 034Z TYPICAL A24 • SCALE: 1/4" - 1'-0" A SCALE: 1/4" - 1'-0" B lCAM 1/4'•1W C SCALE: 1/4" - 1'-0" D ~ o D INSULATED Y SPEAR g WALL = s • L)IZZ Y ►V F,, I pQw Q u Q 3 O ROOMS 102, 103, 154 AND 155 TO HAVE < �. INSULATED WALLS. ONE ADDITIONAL LAYER OF Y I 5/8" GYPSUM BOARD ON.ROOM SIDE OF u- CL 3 INTERIOR WALLS. EXTEND GYPSUM BOARD W U_ Q vi ON BOTH SIDES OF WALL TO CEILING -CAULK. W :D --- 1x4 CONT. MOUNTING Or cn 1'-2" 3/4" STRIP W/ 1/4" SCREWS AT 16" O.C. TOP AND BOTTOM INTO STUDS -----tuff"-- ENLARGED PLAN — BISHOP AND CLERK OFFICE DOOR - DOOR SCALE: 1/4" - 1'-0° - ADJUSTABLE --- AD.IUSTABLE i'-•0" i'-0" /--Tt SHELVES SHELVES - cu i� H • COUNTER TOP iv SND SPLASH B BACKING A24 B • 1/8" HARDBOARD G SHELVES �`-- (REMOVABLE) ix4 A24 V Y - FRAMING -- 12'-4" VERIFY ■ 'k 8'-6 1/4 _ERIE N — H E0. — E0. F0, J ` " COUNTER TOP a � A24 cu 2'-i 1/4 AND SPLASH FRAMING A24 ci 1/8" HARDBOARD `? 0 l I - SHELVES DIVIDER j to (REMOVABLE) -- _ CARPET BASEF- All- x — < 11J "cQv G SIM. K L �' iu 4„ m _ I N – C 2" 8.. 4.. 8" 2" Q Q '� O A24 24 A24 - aD I �- uj O `� DRAWERS - l) Q N .+ WOOD DRAWER a PLAN T SECTION `—n o LA SECTION �., WOOD DRAWER FRONTS (TYP,) �+ J K i - o a , - - ifl FRONT m SCALE: 3/4" - i'-0" SCALE: ?/4" - 1'-0" O Q a. I cu _ �- a � U N — N I v ■ LC I ) - CARPET BASE p W LO 0 (n � C C ;. BE i'-11 i'-9 1'-5 2'-6-lit 2.-8" 2'-0" LAQ LATERAL L_ v � z LEtn (I --- i x BASE F- J W FRAMING W W ELEVATION ELEVATION SECTION SECTION :i: W o 3 E: 4"- '-0" E SCALE: 1 4"-i'-0" F SCALE: 3 4" - 1'-0" G SCALE: 3/4" i'-0" H SCALE: i/ 1 / / _r ( ) U 'Z C� o w ci: v 0 (� Q (b C 0 NOTE: PROVIDE 24" i" IHOLES TOP AND BOTTOM FOR VENTILATION ,�/-- WALL LINE COUNTER TOP N AND SPLASH A24 2'-i i/ "- ., 8 FURRED DOWN A22 A22 ., 539-1555-77-1 SWITCHES -1 SEE A/E-1 _0L CEILING \ - J H B 8 8 N LOCK -�-�� LOCK w 3/4" HARDWOOD TYPICAL / TYPICAL FRAME 4 S 14, r. 1 i/ FILLER WOOD_—. DRAWER a TYP. PANEL FILLER METAL CLIPS / PANEL FRONT to W/ EXPANSION CABINET W/ BOLTS SECURED RETURN AIRZ INTO WOOD AT TOE SPACE 6' " - B'-0" V �''`'-''I BLOCKING _ 6'-10 - 0 ax BASF rRAMING � g RM. 164 � RM. 121 cr �� g SECTION SECTION P CABINET ELEVATION A_I CABINET ELEVATION A-i cb VSCALE: 3/4" - -0" L SCALE: 1/4" - i'-O" u SCALE: 1/4" - i'-O" R ' rn D r �- P --Q- -- —Q.-- A24 w O 1� �-. a SECTION CABINET DOOR ------�_------------ N NOTE: PROVIDE LOCK ON CABINET DOOR DIMMER CABINET A-. A-ii �j��j 4 '1011THpa►c TH SCALE: 11/2"-1'••0" M E-1 41 ora, »oss SOP 93.0057 38 OF 87 SHT,._._ OF SHTS. • G COPYRIGHT LR, IF THIS DOCUMENT IS L1;S.�; T T T 1 q T '�1 6 ' fil�AI�'l'TjT`� to P'T' T i AUGUST 30 1995 LEGIBLE THAN THIS NUTATION, � � � _-� � � _� _L,� •-_ __.___. IT IS DUE TO THE QUALITY OF N0.3e �j'� 75' THE ORIGINAL DOCUMENT'. I £ 6Z 18Z LZ 9Z Z Z £ Z TZ Z i 9i LT 9T 9[ frT £[ ZT v�ii T I�6; L 9 4 I l � u11 � " II! IIII 1111 IIIIIIIII Illlll�ll Il�lilllll ►�11� u1�lu.�u�u1�1 AViz, +F"._- fff r ,11D A.s7 ' WALL LINE —� f � � - WALL UNE 3 I" 3/4 3/8"- r 3/8' _ WOOD CHAIR RAIL — � D 5/8 GYPSUM k30ARD CARPET BASE WOOD BASE ZCEILJNG- - WHERE OCCUR) u, SEE F/A-25 n WOOD CEILING TRIM CARPET - X4 1/60 u� -� W000 STRIP — 4" WIDE WOOD WOOD STRIP O FLOORING THRESHOLD FLOORING w U X Q I SYSTEM3 SYSTEM — CARPET f- w�` 3/8" Fp I T 17717/ 14) U 0; _ ct �-- CONCRETE FLOOR LIFE \ - i/i! &XPAN51 NJ 5FACE a I i O of a� 3 O WOOD TRIM DETAIL A� A-e CHAIR RAIL DETAIL A-6 A-7 CARPET BASE DETAIL A-7 WOOD THRESHOLD DETAIL A-1 A-6 BASE DETAIL A-6 SCALE: 6" - 1'-p° A B " Y A-9 ,,GALE: 6 i'-0 A-8 SCALE: 6 - i'-0 C a-e SCALE. 3 - i -0 D A-7 A-i5 SCALE: 3" - 1'-0" E A-i3 u- ui LD LL a vi LU 7 - cn J CL U) V , 1 SUBFLOOR SUBFLOOR 3/8k /-- 3/8" (2) LAYERS (2) LAYERS 1 2X6 CEILING JOISTS-SEE C� NOTE: 2x6 CEILING 2x6 LEDGER SHEET S-5 Z MITER RETURN BASE 'r TO FLOOR FLOOR AT DOOR JOISTS-SEE Q LIJ FRAMES - SEE G/A-25 SHEET S-5 - ACOUSTICAL PANEL W MITER AND RETURN ELEVATION10N SUSPENSION SYSTEM Q Cc WOOD BASE BASE TO FLOOR AT 108'-O" SEE A,B/S-5 108'-0 G(v ~ DOOR FRAMES FOR FRAMING W Q (n m ANCHORS (o o') Q In a - - ACOUSTICAL ACOUSTICAL `� :D Q ~ WALL COVERING TSE BLOCKING TILE Q Q Q W = F- DOOR FRAME 5/8" GYPSUM 5/8" GYPSUM � `Z - _ BOARD BOARD ❑ W ( n WOOD BASE ----- STUD WALL V -- FLOOR UNE SEE FLOOR PLAN STUD WALL SEE FLOOR PLAN z V I' LIJ O cl) 3/4 W wI Z WOOD BASE DETAIL - W - " OA15 A-s A-!0 BASE RETURN ;DETAILDETAIL A-7 DE T�IL A-7 `-' � � �SCALE: 6 - 1 0 SCALE: NONE SCALE: 1 1/2"-1'-0" H A-8 SCALE: i i/2"-1'-0" J A-8 ❑ Q (�O C C vi Q Q3 r, U r-- SIMPSON STC ROOF TRUSS CLIP AT EACH TRUSS OR FRAMING PROVIDE 1/2" MEMBER (PLACE NAIL CLEARANCE IN CENTER) (TYPICAL) ---- (2) LAYERS SUBFLOOR BOTTOM CHORD OF 2x4 BLOCKING N TRUSS OR I-JOIST z JOISTS - SEE ATTIC �/ WALKWAY PLAN > ccON SHEET S-5 5J9-1555-77-1 8 BLOCKING ON ROOF SHEATHING /�- CONTINUOUS 2x6 oo TOP PLATE OF NON-BEARING WALL - 5/8" GYPSUM BOARD I JOIST-SEE ROOF ELEVATIONS FRAMING PIAN SHEET _ 5/8" GYPSUM BOARD 108'-O" S-4 5/8" GYPSUM - BOARD (STOP � —• INSULATION GYPSUM BOARD 5/8 GYPSUM BOARD ACOUSTICAL PANEL ( /8" YERS WHERE OCCURS (STOP TOP PLATE OF WALL En SUSPENSION SYSTEM 5/8" GYPSUM BOARD AS SHOWN) GYPSUM BOARD AT TOP EDGE MOULDING 2x4 NAILER O v OF WALL AS SHOWN) I ; 2x6 STUDS AT 16 O.C. n 5/8" GYPSUM BOARD WITH WALL SHEATHING 5 i BOTH SIDES FROM ROOF Q o 2x4 STUDS SHEATHING TO FLOOR �? :I AT 16" O.C. BELOW �r cb A -or ACOUSTICAL PANEL SUSPENSION SYSTEM (WHERE OCCURS) PERPENDICULAR TO PERSPECTIVE PARALLEL TO NOTE: CONDITION AT ALL TRUSS-CHORD VIEW TRUSS CHORD PERPENDICULAR TO INTERIOR 2x4 STUD WALLS THAT NOTE: p FRAMING TFRMINATE AT CEILING LINE - WHERE 5/8" FOR SHEAR WALL ELEVATION -t w -- --- CEILING FRAMING DOES NOT OCCUR GYPSUM AND FOR WALL SHEATHING O R BOARD NAILING REQUIREMENTS, SEE SHEET S-8 DETAIL K A•-s A-7 DETAIL A-2 DETAIL A-2 A-6 SHEAR WALL SECTION A-2 SCALE: 1 i/2"••i'_0" A-13 SCALE: 1 i/2"-1'-0" L SCALE: 1 1/2"-l'-O" M A-7 SCALE: 3/4"-1'-0" v NORTH DAKOTA, 11065 o BUP 93-0057 A 2 39 OF 87 i SHT,� OF s�SHTS. f CGPYRIOHT U .RAO" .; p.w•m.u».na,,...,w.....,:,.a+n..w.orwM++ .:.,.n.« .,,.m.a+nr.+w.,.w.n...p�,.,.-.....«.....w.......«i,«..»n•.a...............t..,-,»,...,,....,.,...,.......,,..,�.rv....,,.....,..un,,,., +.•. 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SHEET S-1 • BEVEL EDGES- TYPICAL B o A26 Q cn 3 BASKETBALL BACKBOARD A-1 ELEVATION PLAN SECTION THRESHOLD I I - SCALE: 1/4" - i'-0" A A-6 SCALE: 1/2" - 1'-0" B SCALE: 1" - i'-0" C " Y SCALE: 1 1/2 - 1'�0 D S-1 S-3 U- a 3 LLI W LL V �D r� ) If7 SAFETY G MOUNTING STRIP WAINSCOT A26 TYPICAL HARDWOOD TRIM - - MITER EACH CORNER ANCHOR TO MOUNTING I X3/4" STRIPS WITH#10 x 1 1/2" 1/2" WOOD SCREWS AT f6" ar, HARDW009 TRIM B F o CUT ON 45 BEVEL A267 w AT EACH END ❑ ANCHOR WITH•6 x " 1 1/4' WOOD SCREWS AT 16" O.C. io MOUNTDJG FLANGE I x3 MOUNTING STRIP A26 WITH 1/4" SCREWS AT STM. 12" O.C. -3" LONG INTO 2x6 BLOCKING SAFETY WAINSCOT fT ti F-- ---- -- —_ PANEL Q Lu l-- FLOOR " iW Q QCE LTJ Q cz Co d SAFETY WAINSCOT E A=f DETAIL DETAIL � SCALE: 1/2" - 1'-0" A 6 �. F o Y SCALE: 3 - i -0 SCALE:.3" - i'-0" G 0 (D Q ° v N Z � U f-- a IV) ICELJJ W W � � MtTAL GUARDRAIL LJ TOP CAP AT 6" Q.C. ~ LoL I Q in UJ C J r-t 4" 1 STANDARD - Q Qt PIPE COLUMN I m V 41'� I 12) 2x10 x.12'-•0" TO EXTEND OVER BOTTOM 1/4" x 3" STEEL HANGER WELDED TO SLOTTED PIPE CHORD OF SIX (6) TRUSSED RAFTERS W/ SIMPSON SUPPORT - WHERE HANGER BAR DOES NOT OCCUR It N5 FRAMING ANCHOR AT EACH BOTTOM CHORD SHIM BETWEEN 2x10's W/ 1/4" SHEATHING AND -- METAL PLATFORM STAIR — METAL GUARDRAIL SPIKE ASSEMBLY TOGETHER ABOVE 14i ABOVE (2) 1/2"1 MACHINE BOLTS 4 1/2" SYMMETRICAL LONG W/2 STEEL WASHERS EACH SIDE ABOUT CENTER LINE ---- PIPE SUPPORT FOR BASKETBALL STANDARD PAINTED TO MATCH CEILING 539-1555-77-1 U' 2x4 BLOCKING EACH SIDE FOR 1 1/2" O.D. _ f6 STABILIZING PIPE SUPPORT HANDRAIL BOTTOM CHORD OF ! STONE THRESHOLD `Q TRUSSED RAFTER.TR-1 I IJ FIELD TILE p x I" SQUARE BALUSTER SPEAKER w ENCLOSURE - W_ - ACCENT TILE Q c -' PLATE TREADS I -- �_- -- — ❑ BASE PLATE rl -14 r� �_' - ------- -- -- 41 SHEAR WALL A26 - ANCHOR BASE PLATE D D METAL THRESHOLD W z AS PER MANUFACTURE — 5'-9 3/4" VERIFY— WITH MANUFACTURER- ASO ti m RECOMMENDATION i ---- Q VESTIBULE 146 VESTIBULE 111 OPPOSITE CIRCULAR STAIR A-1 STAIR 141 PLAN BASKETBALL STANDARD DETAIL A-6 'TILE LAYOUT F-1 SCALE: 1/2" - 1'--0" H A-2 SCALE: 1/2" - i'-0" SCALE: i"-1"-•0" 5-4 SCALE: 1/4" - i'-0" K 1 NORTH DAKOTA, 11065 r•� SUP 93.0057 40 OF 87 U (`\..l► SHT,____OF —SHTS. 1 COPYRIGHT LAM IF THIS DOCUMENT I5 LESS T l_�rT 7TT-Ifig_ Ip TjT�TTTTTjT 1Tpr i�l .. ...> - _, _.... �• _ .. ., ,., ..„•��.w w,..a.,., .«„�..,. .. ,» LEGIBLE THAN THIS NOTATION, _ 1 I 4 �TT_T1fTl � 7 8 I � � I 11 1 I AUGUST 30 - 995 T IS DUI: TO THE QUALI'T'Y OF --- — No.9e THE ORIGII'._ . 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LL 2x4 BLOCKING W LL Q ui _ w D COMBUSTION AIR J Q N OMIT �i� _____ I I = — LAMINATED VAPOR RETARDER DUCT-SEE F/M-9 \�-- 4' GRANULAR 13ASE DETAIL TYPICAL VAPOR RETARDER DETAIL A-1 MECHANICAL PENTHOUSE DETAIL A-5 8 Q C M-9 A SCALE: 1 1/21' - V-O' SCALE: 1 1/2' f-0' B B �----- ROOF SHEATHING J ix•4 WOOD FRAM cl 25 1/2' x 30' x 3/4' — - SHEATHdNG DRAFT SEPARATION WOOD.DOOR CL (2)2x4 HEADER SPRING ATTACHED _jc _ - :D BETWEEN JOISTS TO STRUCTURE ABOVE O Y 5/8' GYPSUM SPRING LOADED HINGES W Z 1•, BOARD ACCESS DOOR Q --- TOP CORD OF TRUSSED-RAFTER � -' loos2i 1 I•-- Z 6 BLOCKING B 2x4 EYOND W ~ Occ LIJ � W ,J G �-; U) CEILING ACCESS DETAIL A-7DETAIL A-7 Q U) C'C r SCALE: 3' i'-0' D S-6 SCALE: 3' V-0' S-6 v c � I c b SJ'9-1555'77-1 Q D D z NORTH DAKOTA, 11065 BUP 93-0057 41 OF 87 SHT. OF SHTS. 'Nil COPYAIOMV(J" y � � ,. 1�ybl�Rlleaa.nr .... 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OF SHTS, 2 ,� 4 0 COPYRIGHT I.% _ 5 I F' _T fit �� 1 4 j , I j�� '� �+ 19 9 5 ` THIS DOCUMENT IS DESS Il I ITI111 tT T 1 1 1 T - 1 �cc LEGIRLF THAN THIS NOTATION, � j�_�6 �1 g . lU 11 ��t��� AUGUST 30 ____-- _______ 1 I1 IS DUI; TO THE QUAI,I`l'Y OF -- __ No.39 �j'��••••. THE ORIGINAI, DOCUMENT. S gZ �8Z LZ 8Z Z-- Z £ ZJ- IZ tZ � gT 8t Lt 9T 5I tit £T Zt itt g L I II)ILII II II I.I I II111I1III �II) IIIIIII11I111111 II 1 I(1111►IIIA ►Illll�llll I Il�llrJll Il�ll�lu� llIll �1►� I�III��I i I ROOFING MATERIAL -V ROOFING MATERIAL TO MATCH MAIN BUILDING — 2x6 LOOKOUTS AT 24"0.C. TO MATCH MAIN BUILDING � ►�. 1 2x SOLID FULL HEIGHT r 2x SOLID FULL HEIGHT _ BLOCKING. SEE DETAIL 2x6 RIDGE BLOCKING TRUSSED RAFTER 2x6 AT 24"O.C. 1 BLOCKING. SEE F/S-7 SIM. n QAFTER TR-6 -- Y F/S-7 SIM. TRUSSE� ROOFING MATERIAL -- AT 24" O.C. SEE S-1 i ROOF SHEATHING SIMPSON A35 OR EDUAI. � __ -- --`--7 - TO MATCH MAIN BUILDING ��.� ���, 2x6 CONTINUOUS ---- _ ut AT EACH JOIST METAL FLASHING METAL FLASHING — i2 CEILING AND INSIDE �t` 3/8 SHEATHING ON / TRUSSED RAFTER --- 2x8 W/ METAL �\ -� p ALY S ROOM EM FASCIA /� ---Ta � — 2x SOLID FULL HEIGHT METAL SOFFIT % 13 -2 �. BLOCKING. SHAPE TOP AND TRIM 1� �— — TO MA TCH ROOF SLOPE. A 8 1/2" _ -� SEE F/S-7 SIM. U) iq 2x BLOCKING AS REGUIRED — / n (2)2x4 TOP PLATE METAL FLASHING�•��` cr U O 59 BRICK 2x6 CONTINUOUS w w 1 � r U 2x4's AT 16" O.C. in w 2x8 W/ METAL — J ' FASCIA2xNAILER -- — - 2xB W/ METAL FASCIA 4 CONTINUOUS WHERE CEILING OCCURS - (2) 2x10 HEADER L Y J 4 METAL SOFFIT AND TRIM __.. _ _ _ _ I W/ 1/2" WOOD SPACER METAL SOFFIT � / 3/8" SHEATHING ON / LINTEL - SEE SCHEDULE AND TRIM U CEILING AND INSIDE 14'-0" Q 5 WALLS IN ROOM 301 ON SHEET S-1 — — LINTEL - SEE SCHEDULE T ONLY ON SHEET S-1 C a 0 BRICK TO MATCH - WALL SHEATHING SEALANT 3 MAIN BUILDING - 0 2 x 4 STUDS AT i6" O.C. 3/4" x 5 1/2" NET TRIM I —' (2) 2x6 HEADER W/ 5" METAL SECTIONAL PAINTED. _ OVERHEAD DOOR 2x4 STUDS BEYOND 30 o T DOOR CA) R u- Q C (NOT SHOWN FOR CLARITYI is 3 SECTION _ MEAD A_i2 z U,� w a \ ui 3/4"x 1 112" WOOD TRIM J Q (DU9 SCALE: 1 1/2"-1'-0" A SCALE: 1 112"-]'-0" DB WALL SHEATHING I a U !i u --Es BRICK BEYOND HOLLOW METAL FRAME BRICK W/ METAL TIES -- 3/8" SHEATHING ON METAL DOOR AND FRAME CEILING AND INSIDE WALLS AT 16" O.C, EA. WAY —1 IN ROOM 301ONLY -- 2x4 STUDS AT 16 O.C. TA " 2x4 SCUDS AT 16" O.C. M ) E L DOOR 0 2x4 STUDS AT 16 O.C. ]"I HOLE FOR METAL THRESHOLD SET E) BIq SECURITY CABLE ON GROUT BED AND cn ,n 0 METAL. SECTIONAL OVERHEAD DOOR ANCHORED INTO CONCRETE WALL SHEAThING 2x4 SILL PLATE W/ CONCRETE / " WALL SHEATHING 1/2" 1 x„10” ANCHOR BOLTS _ DOOR EAS SHOWN SLAB AT 3/4" TRIM AT 4'-0 O.C. MAX. i 3/4 x 1 1/2 TRIM ----�, v -- - --,�p --:v PAINTED BRICK PAINTED BRICK FLEXIBLE FLASHING �� _ SEALANT (TYPICAL) — PROVIDE WEEP VENTS _ J _ _ N - F A-28 SEALANT AT BASE OF MASONRY i TIE DOW SEE / AT 48 O.C. FOR F- JAMB A-12 JAMB A-i2 GRAVEL IN WALL CAVITY N 8" Q W SCALE: ] ] 2"-1'-O" SCALE: i ]f2"-]'-0" D SEE SECTION C/A-9 4" CONCRETE SLAB W/ �, W / " 1- 4 ARS T 24" O.C. Q #4 AT 48 O.C. • +� B A • � (Z EACH FACE - EACH WAY - 1" CLEAR n STAGGERED BELOW TOP OF SLAB Li J 3/4" x 5 1/2" TRIM PAINTED (2) #5 CONTINUOUS � — GRAVEL.BASE -� co cn Q #4 TIE DOWN Q 0 3/4" 4" TOP AND BOTTOM •, : ' Q � _ 0 , (6 RE©DIKED) a �--- BRICK BEYOND " CROSS SECTION A-12 W = � Q METAL SECTIONAL OVERHEAD DOOR (2) #4 CONTINUOUS �f V-6" -s • SCALE: 3/4"-1'-0" E - I � SLOPE CONCRETE SLAB AT ~-' ! . , • - � = OVERHEAD DOOR AS SHOWN LIJL] � Q I CONCRETE RAMP A29 - to 4" CONCRETE -- • . 112" ASPHALT IMPncGNATEQ E SIM. NEOPRENE g�� EXPANSION JOINT SHELVING - SEE L'/A-5.1 A29 Q co SLAB GASKET ZO C TIE DOWN DETAIL F _ 77-77777777 77777,, 17777777777; SCALE: 3 - 1'-0SECTION U SCALE: 11/2"-1'-0" - 12"x12" METAL WALL LOUVER W/ II4SECT A 8 SCREEN VENT BOTH ENDS OF BUILDING Aly A29 2x4 stuns a 8 1/2'—?-M6'-1" AT 16" O.C. 1 ROOFING MATERIAL - TYP, o III TO MATCH MAIN BUILDING i N 3'-O" A29 :-+ A29 ' METAL FLASHING N TIE DOWNS - CONCRETE SEE F/A-29 RAMP a 539-1555-77-) j Q z v in ., STORAGE STORAGE I 301 302 C D O A29 _ RECESS FOUNDATION -� N — - ' AT DOOR OPENINGS 30 BRICK TO MATCH A29 — z Y MAIN BUILDING -- A29 o v Q in in in w ! METAL DOOR METAL SECTIONAL - _ - --- METAL I 4-0-- Co D OVERHEAD DOOR —" — -' _, — THRESHOLD 30Q 2't4 STUDS AT 16" O.C. 5'bUT OF BRICK w Z G — CONCRETE RAMP WOOD TRIM - - LOCKSET — TO FACE OF STUD a M A29 CONCRETE RAMP 3'-4 3 -4 —13'-4 _ (TYPICAL.) 0 NOTE: CONTINUE BRICK ON _�/��— �-.1 WALLS WITHOUT OPENINGS 12) N5 x 2'-0" - 20'-0" (19'-11" OUT TO OUT CONCRETE) WOOD TRIM - WELDED TO PIPE ELEVATION HELEVATION FLOOR PLANA L3 SCALE: 3/8"-1'-0'- SCALE: 3/8"-1'.-0" SCALE: 3/8 -1'-O 2 (OPPOSITE END SIMILAR WITHOUT DOOR ) (OPPOSITE SIC SIMILAR WITHOUT DOOR) SHT. OF ......._SHTS. NORTH DAKOTA, 11065 8UP 93-0057A � �] 1 J COPYRIGHT LRS 43 OF 87 8 3C� 9951 IF THIS DOCUMENT IS LESS FITTI jT�T Jl l iJlrljl (TT 1111` rl T 1�T fi r'T 11�� T l� 4 �' `l�� s '1' I j 1 1 R ' }V� L 12 AUGUST LEGIBLE THAN THIS NOTATION, � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. ' £ - Z 1 TZ Z i Bt _` i*t £i Zt it t� 6 — �- L 9 9 I 'I �+ lull lllllllll llll�llllllllll Ill 1111 IIll�llll ILI�IIIIIIIIi�llll IIIIIIIIIIIIII Illlillll�lllllllll�IIII Illilllll Illl�illllllll�lllllllll�lll� I! ISI I ILII�I�I I hl! Illllllll Illlllll IIII�IIII Illllull IIIIIIUIIIIIIILIILII_lu�l((1 I(Il llllllllll�ll��ll(III(ll( III i� II III I I Il 1 ."k -i. k t .�. .. 587. bkdl r.i$Ai.:qbt r,uhN .:. .:. '.._. ..... .. .. - -.:.. .: . .....r, _... _:::... ,:.. _,....,.w,. r.x ..... .:. .-., .-..n.. ....,.,..i.... .r,. .,..., ,......n.._. r .. ....n, i..,._ ,.... .rte. e>.. .r. ... ...,._... :._y... �.- rr..1. ....ssi_ .._. .- ....1..1C-4i,:.kliV6�b,_r-rtro.�'r.d444.seS.��.iN�i•16�Gi6�lARY.F•hil d'�'vUSxi' 8? ___.-__.._.�..-_._— •._ ._._ .- P , 41 r A31 CERAMIC TILE WITH ACCENT TILE BORDER SEE K/A-26 �— -- — SHEET VINYL PAINTED CONCRETE MOTHkA.-S MULE— LUSTODIAN CERAMIC TILE ROOM ' I f f_ i 12 METAL EDGE CARPET METAL - WATER HEATER ROOM U) v A /-� TYPICAL Li0 1 rt- Y_-_- TYPICAL EDGE -122 _ COST. a^ r --- -�� U STONE LU w x THRESHOLD 113 ROOM. mom. _ BISHOP IFUTURE BISHOP) (FUTURE CORR: N MEN STOR. RObM AREA j ?z ••, � TOR. ROOM w CLERKL!0� !03 CLEW) 106 f 07 !09 EXIT CORRITIOR !15 i f 6 i!7 ROOM ROOM ROOM f�! f 23 J 101' 104 _ '. ' • PASSAGQiAY !1� OAR. !67 !f8 f19 120 r '• U ai 10 : r LLJ • ---•-- NIEYAL THRESHOLD -- STONE .. - •• __THRESHOLD' FLOOR MOUIJTED VOLLEYBALL a o STONE ROOM a �r EXIT PA3SAGEMJAY 110 SLEEVE TYP. OPPOSITE SIDE THSHOID 3 _ � � 7L. SAC. - METAL o - METAL ROOM W u- `t to PREP / ,: , THRESV..XD w iv a " THRESHOLD 125 I UJ ~ cn !58 CF E0. 15'-0" 2" 12'-0" 2 !5-0" 2" E0. � � � �P3 P3 P3 P3 P3 P3 P3 P33LP� P3 ; ROSTRUM ti 159 CHAPEL 160 i' .. .� ROOM f • , , ' . lU . I • , ' • ., ' I • ' •.r : ,• • , • ICU p 1 ROOM ROOM r 2 4'-0" CULTURAL CULTURAL CULTURAL " CENTER i CENTER CEN',"R 4'-0 2" 164 18!1 16f !62 163 P1 WOOD a I (rP2 P2 P2 (, P2 P2 P2 P2 P2C�)2 P2 P1 ' it THRESHOLD iv -ij tj x..11' �9 woos _ 129 130 i I CERAMIC TLE THRESHOLD (� TYPICAL v _ - HARDWOOD STRIP ----�- ~ .� FLOORING SYSTEM . , °' ' Q I F, P3 P3 P3cp�3qi P3 P3 P3 P3 P3 P3 P3 C• �.. W 157 METAL o �' METAL !32 13i F- (� THraESHOLD w o THRESHOLD C1-1 i� rl' (n cn i� STONE W �f . L- - - -- EL THAESHOLD CJ Cf Q 0 2: _J EXIT PASSAGEWAY 143 W = 1° Q METAL THRESHOLD STAIR 14! Ul [] �' � sTORAc N � v ) — 11. U? ROOM' EXIT ROOM. ROOM ' ROOM ROOM ROOM ROOM ROOM ' ROOM W J U d' ROOM (FUTURE ROOM ROOM STORAGE PASSAGEWAY CLERK BISHOP IFUJURE BISHOP) �L•ERK) 152 ' ' f5! 149 140 138 13B 137 1$6 f35 !34 13J11J lU z 15� 155 154 153 166 ELFC. METAL - W 7 ���,,JJJJ '4.. REST RM, !42 c-1 >� L. STONE -148 STONE F Ln Z LD THRESHOLD -THRESHOLD Q C DRAPERY ROOM STOR, CENTERL• PAIN?EO CARPET < m f47 VESTIE1 i45 !44 CONCFITF TYPICAL. V • 14 CERAMIC TILE ACCENT BORDER SEE K/A-26 FURNISHINGS FLOOR PLAN NOTE SCALE: 1/8" 1'-0" ARCHITECT WILL BE RESPONSIBLE FOR STYLE, SJ9-1555-77-1 BRAND AND COLOR SELECTION WHERE NECESSARY. SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING THE FOLLOWING: FURNISHED ITEM BRAND STYLE COLOR BY OR TYPE DRAPERY DIMENSIONS DRAPERY SCHEDULE PEW SCHEDULE OWNER CARPET SEE DIV. 09 LOOP PILE - - FOR SPECS �' NO. REQUIRED DIMENSIONS OWNER CARPET SEE DIV, 09 CUT PILE LOCATION - —� PEMARKS �- PAIR SINGLE A B C ROOM 165 ONLY FOR SPECS _ _ _ LL M cr - BISHOP 155 P 1 3'-0" 7'-1" �: = CONTRACTOR WALL COVERING SEE DIV. 09 ¢ ~ REMARKS FOR SPECS z CONTRACTOR COUNTERTOPS SEE DIV. 06 �`---- -'r �- AND CABINETS FOR SPECS D D C-:3" FROM FLOOR LINE C-3" FROM FLOOR LINE TO 4" ABOVE WINDOW TO 4" ABOVE. WINDOW — --- (PI) 2 10'-0" OWNER PEWS SEE DIV. 12 FOR SPECS !i ADER. HEADER. - - --- - --- P2 11 16'-0" CONTRACTOR DRAPERIES SEE DIV. 12 Zi SINGLE WINDOW TYPE "S" PAIR WINDOW TYPE "P" i---- __~- -" - FOR SPECS NO SCALE - - -" No SCALF — -_ __ �_- P3 22 7'-6" -_ - OWNER ROSTRUM SEE DIV. 12 SEATING FOR SPECS OWNER ROSTRUM SEE DIV, 12 ' THE DIMENSIONS ARE FOR REFERENCE ONLY 1T )S THE RESpONSJBJLITY CIF THE DRAPERY - _ -- CASEWORK FOR SPECS - _ -- INSTALLATION CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO INSURE. PROPER INSTALLATION, MEASUR NORTH DAKOTA, 11065 BUP 93.0057 SHT..,,,� OF SHTS, + 44 OF 87 (9 COPYRIGHT LRS :.: m l T �Tj _ Tj�-T� T111111117 IF PIT DOCUMENT IS LESSII I T� 1 711 TAT I I' li I ' I' I' �11T rlT1 995 . LEGIBLE THAN THIS NOTATION, 1 2 J► f G I r g 7 10 I 11, 1� AUGl1�T 30 IT r r i r 1w�"• I'I IS DUE TO 'IL1E QUALITY OF - Nose THE ORIGINAL DOCUMENT, __ _-- _- Y E Z 8Z GZ �9 Z Z E �Z I TiTt ` Z I 8T GT 8i 9T �ti ET Zi 'I-��Tt T 6 �I L 9 4 ''IIIIIIII E ''IIiiII 8 IIff�TDivan 1}!Ir 11 uLlll� Illllll � iIIIIIIIII�II III IIA �I 1 1 IlI1�IJTTifll11U1 IIII�lll illll llill?I � Illlllll.11IIIAII III 111111�I l �f C or j CONTROL PEDESTAL +�� r n SEE E/F-2 1, ---- SOUND JUNCTION BOX HARDWOOD RARING -2r IN FLOOR SUPPORT-ROUTED ' ' WOOD HANDRAIL y.. •'' ,, TOP AND ONE SIDE D SEE J/F-2 .►^' "' ?t CLERK TABLE ONLY F-3 2' CLEAR SACRAMENT TABLE � < 9" PULPIT ---- EACH SIDE 9' 1")HOLE M � ----- -- 4'1 HOLE M i PULPIT FLOOR — I PULPIT FLOOR I FOR SOUND -- Z FOR ELECTRICAL v cn A -- H Si o_ F tE A C 8 W ax F-3 � —2,_3. F-3 F-3 F-3 N 2 3/16" 6.-7 5/8" 2 3/16 3" 3,-B"215/101-,, 2 3/16" W-7 5/8' 4'-4 1/2' 6'-7 5/8' 2 3/16 2 15/16" 3,-8 3' 2 3/18" W-7 5/8' 2 3/16' w U B F-2 Q 1 < 4 PLAN VIEW 7 SCALE: 1/2" 1'-0" A Y W n LL- Q 3 D SACRAMENT TABLE W u- a vi F-3 -- PULPIT ..� to U) 1` CLERK TABLE WOOD HANDRAIL F SEE J/F-2 E RAILIM C B a F-3 F--3 F-3 F-3 v cq B H R( TRUM ELEVATION F 'v F-3 FLvJR 100'-0" Ll i —I—A CHAPEL r ELEVATION 1 — — — FLOOR 98'-3' i u STAIR WOOD BASE-SEE G/F-3 -' STAIR W I - D FF 11c 4 —'ELEVATION ( CHAPEL SEATING VIEW ) B A-17 WQ n a: �C I SCALE: 1/2" 1'-0" k p� D l� � o Y F-3 I'1 OTORIZED ADJUSTABLE 0 PULPIT W Z � Q ' E Y SOUND INSTALLER MICROPHONE A E F B ti - SACRAMENT 8 C -� / CLERK'S TABLE � ('� Cr = TABLE F-3 F-3 F-3 F-3 RAn� F-3 F-3 / (� - / Z v F- DRAWER j m A WALL UNE O � L1J LLi � d � DRAWERW c k WOOD BASE-SEE F-3 r1 cn car: 1 G/F-3ATION COD Lo V LI7 1 ROSTRUM FLOOR FLOOR STRUM 10O'-0 0 1 <Z `n KNEELER WOOD HANDRAIL LU,% WOOD BASE-SEE G/F-3 W000 HANDRAIL (bCHAPELFLUOR SEE C/F-3 SEE J/F-2 SEE J/F-2 CHAPEL ELEVATION ~� FLOOR 98'-3' ELEVATION ( ROSTRUM SEATING VIEW ) A-17 SCALE: 1/2" - i'-0" C { 31/4" � 63/4" 4 3/4" 5/i 2 5/8" 3/16" 5/16 6 1/6" - 5/16" 539-1555-77-1 i _ { m - ---- CONTROL PANELi/8" R. 3/4" 3 114" 3/4" m _ SEE C/FS-2 TYPICAL 3/4" 1 3/4" 3/4" 1/8" X 1/8" ROUTED Cc cc GROOVES-STAIN DARK �Aaa�nOW HANatAt WITH OULLTIOSED EDGES AND CORWRS � iv 3/4" F ARDW00D-FINISH ` RETURN ENDS TO WALL. MATCH r TO MATCH PULPIT m OTHER HARDWOtOD FlNISH O c tJ Tu li F-2 F-2 co tDto v Lru — 3/4" X 1 112" HARDWOOD BASE � � � cb FINISH OMATCH PULPIT. 1/8" R. ATTACHTOFLOOR WITH 14) - D 3" x #12 COUNTERSUNK WOOD SCREWSJILL HOLE WITH WOOD v DOWEL AND FINISH TO MATCH Z WALL BRACKET AT WAY' O.C. ap F ±' ,AND AT EACH EMG - ftEOES5 a F-2 „ INTO BOTTOM OF AAM. k ELEVATION ELEVATION SECTION SCALE: 3" ! -0 F _ _ G - -- H - - � NORTH DAKOTA, 11085 CONTROL PEDESTAL DETAIL F 2f BUP 93-0057 SCALE: 3"-1'-0" E 5 OF 87 1 BHT. OF _„__,,.SHTS. 5 ..,", ,.'e!„ .o. .a... ,. -....�.. ... . . ......._ COPYRIGHT lA3 IF 'PHIS DOCUMENT I5 LESS i 1TI �l j �T �j1 AUGUST 30 1995 ' 1 LEGIBLE THAN THIS NOTATION, � TT 1t� 1 --- — -- 4 - I�' 61 IT IS DUE TO THE QUALI'T'Y OF No.36 == THE ORIGINAL! DOCUMENT. _ --T- -- - --- - — --�- b Z 8Z LZ 9Z �Z Z S Z TZ Z i T811111 LI9T 9T �L I9 I 4 �SI Z111111111ll1,i ,,�� l1111�1f111111111111 {{ll� 1 I i 1 I lltilLl ..II 1lllll�l III i 111 IIII 11116 I ll1ll111J1 1'-9 1/4" MICROPHONE MOUNT AND — 2 1/2" CABLE ASSEMBLY BY ]'-6 3/4" SOUND INSTALLER 1.3/4" CLEAR ALL AROUND ti \ K LECTURN K F-3 -3 i _ �Fi;JL�i SOLID HARDWOOD \ 4u .J4 NOTE:_ _ 2'-0 1/2" ] LECTERN MUST NOT PULPIT92°-4 ]/2" c� \.�„�- 1- �, GO BELJW 3" OR BEYONDc .. 3/4 PANEL - 1/q" - - -" - - ABOVE 6" IN THE _'� i „ PRODUCT3/4 x 3 !/2 CONT. - • m « _ LOW POSITION OF f y n ` ;'� 2'-4 112" PANEL PRODUCT v .� i • -�- -- m rj`� RAILING HARDWOOD m -- - - - --- THE PULPIT. SUPPORT `v m- SUPPORT BEYOND -___�_-__ Ln � m — � 7r QF3 J Q1 6 1/2" 8" SEE DETAIL L/F-3 `'� SIM. 3/4" PANEL - I F- SIM. ' -- 3/4" PANEL -J SIM.I -~PRODUCT PRODUCT F-3 1/2" PI_aSTIC TUBE _ - 3/4" CONT. PANEL FROM PULPIT PRODUCT SUPPORT _ _ --- ]'-8 ]/2° MECHANISM FOR _-._--- / —_- _ MICROPHONE CAB) F ` I • „ N (CONNECT THRU ^ A m � N _ - 3/4 x 3 1/2 CONT, u� - HOLE 1N LECTEPN) '� RAILING PANEL PRODUCTp SECTION (iD r, __ cn SUP ORT -- HARDWOOD SEE A/F-3 U • a - �' 4 3/4" 9 3/4" TRIM-SEE o Cu ruN 3/4" x ]]" CONT. m RAILING PANEL PRODUCT m ' SIM. H/F-3 tll W;� i SECTION v in SUPPORT 3/4" N H \ F- N `a` PANEL F-3 - ix2 STABLIZING _H1 0 n -- „ " SUPPORT F-3 '^ g • 2'-0 x 1'-6 x 4 1/2 - -_ PRODUCT r m =N DRAWER WITH 314" - PROVIDE 2"H x 9"W DOOR WITH 'IlHARDWOOD FRONT c•� Q �v Z g• v N 3/4 -y 3/16" PANEL m OPENING FOR.PULL. OUT HARDWOOD 3/4" PANEL m SOLID PRODUCT BOTTOM PRODUCT HARDWOOD ZD m 3/4"- MICROPHONE W/ FLANGE EDGES ., U m m AND 1/2" SOLID N SEE SHEET ES-] SEE in Ll HARDWOOD SIDES DETAIL ,� � HARDWOOD REMOVEABLE WOOD KNEELER WITH -+ L/F-3 Q j v AND BACK CARNET ON ALL EXPOSED SURFACES. \ - o G SACRAMENT TABLE CARPET BY GENERAL CONTRACTOR - - HOUSING FOR 2" 10" 4" 5 1/4" ¢ ADJUSTABLE PULPIT cn G N '' 3 ' N v F-3 N HARDWOOD SIDE F-3 / F-3 l � \ MECHANISM SUPPORT BEYOND \ _ 21f4 j m -• m SEE M/F-3 1, _ cn - C L ELEVATION - Y v I U- D` r V' - "� _ PROVIDE 4"' HOLE w LL Q ui IL ' c' FOR ACCESS TO w 0 4' SOUND 6 ELECTRICAL J ¢ - I _ .. ---- - '. ° JUNCTION BOXES 'd a SEE SHEET A-17 1" ANCHOR ACCESS '4 ' I • . " • ' F . 4 ,' 3/4 HARDWOOD I x101£ ,R � L ROSTRUM FLOOR ,•• OR LOCATION LINE ROSTRUM FLOOR LINE BASE HARDWOOD BASE 3/a" PANEL - . PRODUCT ! .. - •m a SEE G/F-3 c • N N SOUND BOX - SEE DETAIL I � ANCHORS AT � \ ., •; , , N . 12" O.C. o SHEET A-17 FOR LOCATION cu E LE V A T I O N 1° CHAPEL FLOOR e _ 99'-3' 4 CHAPEL FLOOR LINE SECTION A-17 SECTION F-2 SECTION A-]7 SCALE: 1 1/2'-1'-0" A F-2 SCALE: 1 112"-1'-0' B C - SECTION A-s SECTION A-17 SCALE: i 112"-l'-O" F-2 SCALE: i i/2"-]'-0" F-2 SCALE: 1 1/2"-1'-0" E F-2 F Fr cn W (Q W �.1 cl cti LLJ Q cn ~ g c o U7 � Q � O 0 2'-3 .� - HARDWOOD am- Ne SEE L/F-3 ° Y �a w z � n0 � — 3/4" PANEL PRODUCT 1'-0 3/4" 2'-0 1/2" 9" (3) 8MM•x 32MM i'-8" 9" 131 8MM x 32MM �J �-•� ` TYPICAL END.PANELS HARDWOOD TRIM (TYPICAL) T DOWELS DOWELS N - V I- to SEE SIDE ELEVATION - I -� /--- PULPIT AT JOINT AT JOINT �- [L ' N/F-3 rn ' 2'-4 1/2" W K Lli SIM. -- �- — m V4 3/4" PANEL cli Li F ' a-) PRODUCT' 1 q; " �, ao rn - _ r-1 © S q. CM M C\J 11 C 1/8" SPLINE - '' ` __ 1p � J O o o N cc Lo -- m 1 /4 Q 11/4 o = 2 3/16%--\ 2 3/4" 1 1/4" 1 1/4'L'-\ 3" 1 1/4" 1/4" 1" 1 1/4" `* 1" ANCHOR ACCESS " HARDWOOD BASEHOLE (TYPICAL) I" ANCHOR ACCESS ~ ]x2 CLEAT --� SEE F/A-25 " - - HOLE (TYPICAL) BOTH SIDES SIM. 4" 5 1/2" m Jt- - 4 � 4"� ,. " __ DETAIL F-2 SIDE ELEVATION A-17 SIDE ELE v A TiUN A-i7 3/4 xs �- 3/4" PANEL TRIANGULAR `t SCALE: 3" - i'-0" SCALE: 1/2"-1'-0" M F_2 SCALE: 1/2"-1'-0" N F-2 `r GUSSETT EACH ROSTRUM \" PRODUCT N SIDE FLOOR UNE iv 2 i/4" 2 3/16 2 1/4" 3/4"x3 1/2" — ANCHORS AT CONTINUOUS � PANEL PRODUCT ,; '• D • .EACH VERTICAL. 539-1555-77-1 SUPPORT MOLDING -RECESS G CONTIUOUS — AND FINISH W/ F-3 2X4 W/ 3/8"1 WOOD PLUG ROSTRUM x 4" LONG -- _ 0 11/1 R" 3/4 FLOOR ANCHOR BOLTS 1/4"R (TYP.) _ _ 2_3!16" HARDWOOD 2 114 AT 24" O.C. -- m I ��oo TRIM HARDWOOD - 1 HARDWOOD r+ TRIM -- 3/8" 3/8" 1]/16" 3/8" 3/8 TRIM ` s P 4' ., T ., v ANCHORS AT -- c • • �_� _ s�D ROSTRUM CASEWORK z � 4.' 12" O.C. � cu " HARDWOOD � I - - m — GENERAL NOTES > CONTINUOUS v m �� ., `-"� w O 2x6 W/ 3/8"I N ., 3/4" PANEL _-� i. MOTORIZED PULPIT SHALL BE EQUIPPED FOR a PRODUCT SOUND EQUIPMENT. �+ =+ x 4" LONG `T m " cb D _ 3/4 i .� ANCHOR BOLTS m 3/4" 1 1/2" 2. ALL SOLID HARDWOOD AND PANEL PRODUCT O E At 24" O.C. HARDWOOD I HARDWOOD UTFfAS(:FW MATCH APPROVED SAMPLE AND c71 rl 4- TALL SOLID HARDWOOD HARDWOODS. V i 3/4■ PANEL � PANEL ENDS TO BE 3. ALL U01>FS AND SHELVES TO BE 3/4" PANEL CHAPEL FLOOR — -- LAMINATED PRODUCT FROM SOLID, PRODUCT WITH HARDWOOD EXPOSED EDSES. z — LINE ONE PIECE 3/4"x2 3/96" � ap 4. DRAWERS TO AVE METAL DRAWER GUIDES • . • HARDWOOD BASE ' AS OEETAILELI AND�T� EPDXY COATED SIDE MOUNT. � r SEE F/A-25 DIMENSIONED.) SECTION A-17 DETAIL _ _ F.-2 DETAIL DETAIL _ 5 SHAPED AND SIZED A. ALL HARDWOOD TRIMS DETTEAILfrD.SOLID MATERIAL. I DETAIL _ SCALE: 1 1/2"-1'-O" F F-2 SCALE: 3" - 1'-0" G SCALE: 3"-1'-0" J SCALE: 3"-1'-0" � K � SCALE: FULL L y �r i NORTH DAKOTA, 11065 SUP 93.0057 • 46 OF 87 3 1 SHT.. OF SHTS. , . _. i w 77117 Yw s IF THIS nOCUMENT IS LESS 1 rT p 1 F I- LEGIBLE THAN THIS NOTATION, ' 4 - 1. 995 ' _ __ _ - — ------- --- 6 g 1 T 30 � IT I _ 0 11. 1Z AUGJS I i S D l E [0 7'H E U A L T T YOF ----� - ---� ___ _ Fillirwil I'IIE ORIGINALDOCUMFN`P. �-E �6Z 8Z L; 9Z Z �Z �f --- Z - IS- Z .Y L 8I LT 9i 9T- -6i £TZI it �o � 6 L` 99 v)III ilillllll 11 'I illl�lll111111,1, ��IL �III �i illllllli�lllll11111111 II I�iI lI111111�111�111I�IIII IIT � rIlll�lllllllll�l�l �l I III�� ��I1 Il 111111111111111111 i�llllllllllllll I �T���� II�� 11�j�IIIIIIIIIIIIII�J III�IIlllI1111111Illli THIS MOM IS FOR WARMING AND SERVING FOOD, NOT FOR BUILDING SIGNAGE SCHEDULE MOTHEAS' PREPARING OR COOKING FOOD. 4 zvK ROOM SIGNAGE ROOM NAME OR NUM. QUANTITY SIZE MOUNTING Y SPECIFY WARD NAME lot 6x6 C fr x�e 102 6x6 C f% 6 103 6x6 C STORAGE 104 6x6 BISHOP'S C-0 OFFICE C WOMEN 105 07— I 6x6 C 123 124--- MEMBER WA E-- STORAGE W 106 1 NA CUSTODIAL 6x6 C L-- — - 107 103 104 105 =:Ij 6x6 C ioe 1 6X6 C WOMEN/ u 110 MEN MOTHERS' ROOM log 1. - -V LLh) K-1 -T 1 102 6xb C U-- 6x6 C CULTURAL 101 CULTURAL too CULTURAL LLJ CLERKS' SERANG wx CENTER CENTER .9 6x6 I C CENTER 107 LL CHAPEL AREA OFFICE ONE TWO THREE cl) 112 ___ __ _ _ PRIMARY 0 ROSTRUM L L hc 6x6 C 113 6x6 C 114 1 Gx6 CRELIEF CULTURAL I-i-�j M SOCIETY u CENTER cc 115 C�l -�l K-L I 6x6 C 115 A- ' E-+ too 6x6 THREE-- 117 1 6X6 C 0 its 6x6 C (n 3C IT 1 6X6 C 120 1 6X6 C tog y- LL- Cc 3i 121 6x6 C (n 122 6X6 C LJ 123 1 6X6 C C1 U`) 124 1 Bx6 C "VMFY" c FWOMEN CA BISHOP'S OFFICE -WARD NAME I 6X6 C WAW)NA4*PP"To C)RL*fQftrj 81 SHOP'S OFFICE-WARD NAME I 6X6 C Tu lw"ftfla CLEWS' OFFICE 2 6X6 C F —MEN 2 6x6 C J WOMEN 2 6x6 C WOMEN/MOTHERS' Room I 6x6 C A-B MOTHERS' ROOM I GX6 a MAXIMUM MAXIMUM MAXIMUM I CULTURAL C-D OCCUPANT OCCUPANT OCCUPANT CDITEA E- OMIT ROOM 1 BX6 C LIMIT 286 LiMIT 99 I LIMIT 341 C THREE MEMBER CUSTODIAL I 6x6 C STORAGE 2 6X6 c RELIEFC, SOCIETY SERVING AREA I 6X6 C Tk— ROSTnLJM -PRIMARY Ry MEN WOMEN REUEF SOCIETY 2 6X6 C CHAPEL MATERIAL v El Z, PRIMARY 3 6X6 C CLEWS' ASSISTIVE CULTURAL CULTURAL CENTER —j 113A 1i2A mA 110A < w CE MATERIAL NTER 2 Bx6 C OFFICE LlSTENIN13 CENTER CENTER 11 7 122 12t---\ ONE TW WCULTURAL CENTER ONE 2 6X6 C 3 `t CE ijcz' cn CULTURAL CENTER TWO 2 6x5 C 119A— Lcz m w- CULTURAL CENTER THREE 3 Bx6 C kz < ROSTRUM 2 6x6 C BISHOP'S It OFFICE CHAPEL 2 6X6 C WA C3 119A 1 6X6 B NA L1_1 T— 1, < ISSB I 6x6 o REST ROOM A 3 2x6F A z B 3 2x6F A C 3 2XBF A Lij 0 >7 LIJ L-w z D 3 2x6F A I-ij NOTE TO THE ARCHITECT E 2 2x6F A U) F 2 2x6F A SIGNAGE ROOM NUMBERS t2t, 122, 123, 124, AND ANY ROOM DESIGNATED ROOM SIGNAGE LOCATION PLAN Ln BISHOP OR CLf rX HAVE AN OPTION OF A ROOM NUMBER OR A SPECIFIC A SCALE: 1/6" V-O" cl LID G THRU N I EACH 2x6F NAME. THE ARLfUTECT NEF-n5 TO SPECIFY ON THE SIGNAGE SCHEDULE 0 MAXIMUM OCCUPANT LIMIT 99 1 8X6 C IN THE SPACE PROVIDED WHAT SHOULD BE PRINTED ON THOSE SIGNS, Z < PRIOR TO ORDERING. I SEE SCHEDULE I IF A BISHOP OR CLERKS' OFFICE MAXIMUM OCCUPANT LIMIT 286 1 --6x6C ISNOT DESIGNATED BY A SPECIFIC WARD PRIOR TO BUILDING OCCUPANCY MAXIMUM OCCUPANT LIMIT 341 1 6X6 C IT SHOULD BE SIGNED AS I HE ROOM NUMBER. THE ABOVE LISTED ROOM NUMBERS SHOULD NOT HAVE BOTH THE ROOM NUMBER AND THE CLERK 2 6X6 C a OR BISHOP. ASS79T1VE LISTENING I PER Bx6F MOUNT IN THE BOTTOM RIGHT CORNER OF THE SYSTEM AVAILABLE WAS —TTACKBOA-RD. NEAR THE BISHOP'S OFFICE L THE ONLY TIME A 6x6 SIGN%XXU BE MOUNTED ON THE DOOR IS WHEN 1 15/32" THERE IS NOT SUFFICIENT ROOM TO MOUNT IT AS SHOWN IN-ELEVATION *C": 2a THEREFORE MOUNT AS SHOWN IN ELEVATION 'S'. OPTIONAL SIGNAGE SCHEDULE THE SIGN INDICATED IN THE OPTIONAL SIGNAGE SCHEDULE WILL.NOT COME THIS ROOM 19 FOR WARMING MOUNT ABOVE THE BACKSPLASH ON THE IN THE REGULAR SIGNAGE PACKAGE. THE ARCHITECT NEEDS TO INDICATE AND SERVING FOOD, NOT FOR 6K6F WALL TO THE RIGHT OF THE RANGE IF A SIGN 18 NEEDED. IT- 539-1555-77-1 PREPARM OR COOKING FOOD. IN THE SERVING AREA AV- 23/40 an 2x6 6x6 6X6 SIGN SIGN 101 SIGN 3: z �t U) E 0 Ln 2 3/4&-� LIJ NOTE ALLEN HEAD SCREW cr_ MOUNT. FROM BOTTOM OF TO SECURE SIGN TO SIGN 2/3 UP FROM BOTTOM MOUNTING BRACKET OF UPPER OR LOWER RIGHT 0 CABINET DOOR, CENTERED 68 ON DOOR. SIGN PLATE DETAIL MOUNTING BRACKET DETAIL INSTALLATION DETIAL '� o SIGN MOUNTING SIGN MOUNTING SIGr,,4 MOUNTING LOCATION NEXT TO DOOR INTERIOR SIGN MOUNTING DETAIL LOCATION ON CABINETS LOCATION ON DOOR C SCALE: 112" - I'-ON A SCALE: 1/2" - V-0- B SCALE: 1/2" - 1'-0" SCALE:.6" - V-0" NORTH DAKOTA, 11065 SHT.. OF SHTS. BUP 93-0057 470F 87 A 1 3 4 COPYFUGHT LAS T7 1 T11 j I 1JI Tp 1.111111114 .7 1-"TIT T TIT11111111 III 11Tp 171TIT LEGIBLE THAN THIS NOTATION, 7, 11737 fT 1-7 7 1 8 AUGUST 30 1995 IF THIS DOCUMENT IS LESS IT IS DUE TO THE QUALITY OF I No.36 THE ORIGINAL DOCUMEN't . 91 91 IIIIIIIII 111111-A1'1IJIu,�i1111Z1t11I - 11-- 1 11 ,I T" 6,.b L FE1,111111L,11111,11911 1 tt, 111111111111111 5' 12 — — WOOD]-MST AT 24" O.C. ---�_ 5 3/6 I .- 121 LAYERS - 5/8' GYPSUM BOARD ROOFM.M.ATERIAL ON i� SUBFLOOR BRICK ��SffATH1iVG / ��" ROOF MATERIAL ON ROOF SHEATHING WALL SHE ATt" INSULA TION '. 2x6 CEDING INSULATION JOISTS AT 1- WOOD TRUSStl`RAFTERS r. 2x6 STUDS AT 16" O.C. SPACED A MAXIMUM — /, 16' O.C. N)k OF 24'O.C. I — TREATED 2x6 / A - SAL PLATE WEB STIFFENERS -- PAR L A TION � I U) r, ' CONCRETE SLAB METAL FOUNDATION • ACOUSTICAL H (2) LAYER 5/8' TILE V �-Q- -- GYPSUM BOARD 5/8" GYPSUM BOARD WGRADE X 5/8" GYPSUM BOARD 3 LL —�� 2x4 WOOD BLOCKING BETWEEN WOOD-TRUSSED = RAF TERS AT ALL GYPSUM " BOARD EDGE JOINTS U EXTERIOR WALL ASSEMBLY — 1—JOIST ROOF/CEILING ASSEMBLY -- CORRIDOR CEILING ASSEMBLY TRUSSED RAFTER ROOF/CEILING ASSEMBLY cc • SCALE: 1 1/2" - i'-0" SCALE: 1 S12* - i'-0" SCALE: 1 1/2"-i'-0" SCALE: 1/20 s � TABLE 43-8 ITEM 1-1.1 UL DESIGN L518 APPROX. CEILING WEIGHT 2 pef FC 392.442 3 e1 UBC ICBO NER PfC 4354 FEE TEST: ULR1319-66, 11-9-64 FC-5410 ICBG NER 4413 I R DESIGN L512, R3501--45, 5-27-65 DESIGN L522, R2717-38, 6-10-65 I � DESIGN L503, 83543-6, 11-10-65 DESIGN L519, ULC DESIGN M502 W :3 �. J Cr U7 B V J CD UBC CODE INFORMATION Cc Z Code Item Code R•quMement Actual Blc5ltWrg Design Q W� L W It, Reference QCc -- Rj Occupancy A-2.1 Center assembly rooms A-2.1 Center assembly rooms W w (n - -- =-� - Table 5-A A-3 buildny A-3 building --_� - Construction type Type V Ons-four bu11d1np T ~ Type V One-f,o�r bulldlnp %--+ Q C"ter 22 One-fow Fire-4iesfetive Construction 01N-four Flre-Resistive Construction nr 4 0 j A3 Allowable Floor Area 10.500 sq.ft. 10,500 eq.ft. U' 1 '.._ T Q 1Table 5-c u U - A ,n 3 _ CD (D Allowable Area Incrome 5%each foot exceed 20 ft. !0,500•q. ft. increase 100% Nr -- Section 506.x,3 100% maximum. 10,500 x 2.0-21,000 sq.ft./1 FEE F Z V ~ L f _- --- Maximum Height 50 feet, 2 story 30 feet, 1 story W L 0 Section 507, table 5-0 W Z W �. U ; ; Roof Cover5,lg Class 8 Fire-fleaistance Claes A Fkv-Resistance i ' Chapter 32, table-A Ln { # i Attic Ventilation > 1/300 of Wee of the specs to be ventilatedRidge . C D L0 ec C Stion 3205.c Exception 1 Soffit 1.0 0 sq.n. L1. Z 0 I ( - Q V A I r est �� Draft Stops Area not to exceed 3,000 greatest area 2,250 eq, ft. rnQj I I A 3 Section 2516.8. (151) horiz. dim. >60 feet Greatest dimene+on 50 feet V E. c� J Li Ll Li Li Ll L - ►—� $ Fire-fxtingcdshng System Fixed platforms<500 sq. ft. Portable platform t I Section 3802.c.7 A occupancy not required A occLpency ii 1 I1-7 Exits 4 exits over 1.001 load 5 exits from bWdUV F ! Section 3303.a Main Exits Men exlt.requfred i 2-Mein exits from bulling /\ \ Section 3317.a !� \` : Exit Passageways Exit passageways required u--- Continuous exit passage wave A 3 - " - Section.3312.@ -- 1 hou► fire-rated _ . T-- A : 539-1555-77-1 _ - Doors 6 Frames 3/4 hour fire-resistance 3/4 hour fire-mistance - _ - - - Section 3312.e L1 - Facility Accessibility f-accessible water closet 2-accessible water closets Section 3105.@.2 Facility Accea llty 4-Wificap positions In @@sembly occupancy 4-►whe lchlar positions 1n chop•] Section 303.a,2 I I OCCUPANCY PLAN !I SCALE. 1/16" - i'-0" I C V4 UBC 3302, 3303, 3312, 3317 th .. Q to z r - UNIFORM BUILDING CODE 2 NORTH DAKOTA, 11065 SUP 93-t,(,57 49 OF 87 _ ___.___. _..�.....-- _- '_-r- ----------- _.- _ -_, _ __ ------- - —' -- ---- ---- ISHT. OF SHTS. 2 ..� � COPYRiOMT • � 4 El m 1 F' THIS DOCUMENT IS L1sSS I1 1 3 4 I 1 T1 t �Tj 7171j� ; /� c nnLEGIBLE THAN THIS NO'T'A'T'ION, — � � — __ _ _ 68 . F"i6 I I TAUGUST 30 7 7 T.7 IS DUE TO 7HE QUALITY OF THE ORIGINAL DOCUMENT, -I - - - -- ---- - _ -^ --- -- No.3e �j' �; £ Z fTZ GZ 9 Z Z £� TZ OTZ 61 Of GT 8�t 9I .If�'T �£T ZT TT T 6I � TO LIN R IIII IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIII 111 Illllllllllll lII1T1�1111�11 1111111�111111111�IIIIIIII��llll 111 . Ill I�111W11111111�11111111J1ll11 I IIIIlu11 �l 111 IIIIIIIII 11 Illi Illi III 1111 IIII Illi IIII IIII 1111 IIII Illi �l�lllllllllll - 180'-9' r � 4'-0' 561-4' --- 15'-3 3/4' 11'-5 1/2' -- - 15'-3 3/4' -- 82'-4' - -- 19'-0' - - -8'--1 112' -10' 10 3/4' - 91-81 -10 3/4' _ - T 21'-0 112' 3'-4' 47'-0 1/2' r, SEE M P 7' 10'-3 112' 7' P C M SE E A S-3 �? S-3 - - S-3 S-2 S-3 NOTE 9 EL. 99'-6' 5- � � NOTE 9 ` 1, S_2 SEE � j � W -� -I` - r r - �- - - - - - NOTE 7 - - - - F 4 -- 10 z o <„ -EL, 99'-6' � - I I � - -- -- - -- _ _ _ _i I N SEE I - - - - - - - - - - - - - - ' NOTE 1 m �1 ti ti - - a_ I OppJ A G n I I o G-.-, I o - SEE H o G �' A_ G O o SIM S-3 S-2 S-3 _ N S-3 I I G D .a r K -j _ I �. - - I EL. 99'-8' _ _ i NOTE 5 S-2 v� 3 2 S a w F1 I I L w I S 2 S 2 e _ A I CO ❑PP. S-3 I 1 w �_ ! - EL 99'-8' --- o � !1 F 1 \oc -��Ir -- --- - _ - - - - - - - - - -- - - - -I �- � _ - _ - - _ - - - - - - _- -_ -- - - - -- - - -- - - - -- - - - - F1 / z T 11 I � SEE NOTE 8i• -7 1/4' ^AA1 - SEE NOTE 5 E I I I T III A SEE NOTE 2 II ll T -� I I Z� ti i -►` l l S_2 I I w m ►- "' ,� r. S-2 S-3 S_2 cu ON oO � 1 21_4 112' --- II 8 _-- 20'-4 1/2' i II 8' m 25'-0 3/4' I I �� 18' S 1/2' I I 10'-10 112' II 8' 15'-10 3/4' II 8' 43'-1 1/4' i Ili 8' 22 3 1/4 l I O L•� o M .. p ,_ . , 0 c� � L_ I R � II �- SHEAR � SHEAR --� 1 �- 1 3/4' I U' 1 1 � II IIw � I' SEE NOTE 5- � SHEAR -- I LI -F5 _ J >>� '-`' o`" S-2 - SEE NOTE 1 °` 1 3/4'1 SHEAR - I �;' -- SHEAR WALL 'D' •o� 1 I ��� J ! JI IL WALL 'E' M WALL 'D'JI L 'i M w WALL. C I I on . I I F-'nLi SIM I S-2 / F5 - I I in 1 i I -- TIL Il I .. WALL A II �� _ I i Q Vwoo _-_ 1 - - - - F5 - - - -- - - F5 - _ w - Cu` - - - - - � _� --- - I ��- - - - - I L SEE NOTE 8 SCD -2 �) IL i � h>< - �, _ A M Cu - -- - - - � - - -- - - - - - - �' m r i I I I S_2 a: _ - - - - -- - - - �� _ 9 - _ - --— - -- --�� F5 F5 F5 � - F5 -- - - _- - - - - - -- -- - - - - -�, I - c\ 3 0 I I SEE NOTE 2 F9 °O , , , °° - - - -- - - - - - - - - - - - - - - - - - ) I I lia 4'-0' �, 7 -11 1/2 7 -6 1/8 4'-5 314 F9 1 CD v � � U 2 314' R F5 R F9- ( I 22'-8 1/8' LA_ I 10 S-2 _ S-2 U __ 14 -7 1/2 t� m I� _ a0 F2 0 F2 S-2 2 3/4' F2 S-2 F10 TS 4' X 4' X .250 I `3m I N - - - - - -- - - � -�, - - - - - -- -- - - - - - - - - - - _ _ J L -- - - - - - - - - -j 1- - - - - - - - - _ S v I I Q� _ - - - - _- - - - - - - - - - - - _-- -- - - - - - - �� T= -.- - -- - - - - - - - - - - - - -- - - - - -- - -- - - - - - -- - - I 1 C❑L, SEE P/S-2 I p(14�, : vI - - - - - -- - - - -- - _ - - - — - -- - - - - -- - - - ---- - -- - - - - - - - - - - -- - - - -- - - -- - - -- - - - - - - - -- I ' I III J - -1 F r- -� I I r ch 3 SEE NOTE 12 I I B D I1 1 C cu L I I � I I J ISEE l iCD S-2 S-3 JJ I '� S-3 LSTEP FOOTING S ` NOTE 6 I I SL2 --- I S-2 I i I I I � r � ac SEE B/S-3 t - 1 I4'-7' 5'-8' 1 "0' I "D N 4' CONCRETE FLOOR SLAB I ' I F6� i I I I i I LAD �..� �. LA REINFORCED W/ #4'S AT 18 w 1 1I I I I W = ~ 0 o ISFE NOTE 11 LL I "`u D.C. - BOTH WAYS, PLACE I I 1'-6 1 I I 1 I J cn n I I I I I BARS WITH 1' CLEAR BELO C:), I I I 6•- III i TOP OF SLAB. FINISHED I I J K I I I I I I I I FLOOR ELEVATION = 100'--0' S-2 S-2 I I I I I I 9'-0 112' 2 -4' I I SEE NOTE 3. I I l I _ 11 -0 8 -0 _ � I I I I m -- I iv _i w I I-_.__ 18'-11 3/4' III 6'-9 30'-0' ---- (- -1 TS 5 X 5 X ,375 �o I III o00 - I SEE Q/S-200 i i i i ' ► - - -, I B E II °-° - EL. 98'-3' SLOPE EL 100'-0' M w LI IJ _ II 1 S-3 �-` TOP OF CONCRETE �- TOP OF CONCRETE 19'-C' I 41'-l' III 20'-9 1/4' I I6'-5 3/41 l 16'-1 1/2' l I I - r I 2' 4' I I SLAB SLAB - -} }-- - --- 1 _ I / I I I I I 1 I I I I SLOPE SEE NOTE 9 I SEE NOTE 11 �� I 1 I ( 4 ' S 8' F [� 1 ao 1'-6' I i 1 3/4' 1 1 15' 11 3/4' �,I II I I SEE -7 1 I I I SQ3 va 1' I [� l - L3SE FOOTING SEE cu I I F6 NOTE 5co I 1� B/S-3 I , I ----� _.� I I -EL. 49�8'J I EL. 99'-6' z SEE NOTE 12-�� I I B D I I M CL NOTE 6 M > _ - - I S-2 S-3 11 I � S-3 L i QLLJ 1 ,o S-2 `� I I S-2 M .n I f SEE _ J z W I I1 I o I I �, ``i I NOTE 81 L- - _ - - - �- - — Q Q -- —_ —�� L — - - - - - - - - - - - - - - -- - _ — - -- - —� - 1 — - - - - - - - -- - - -- -_ - - - -- - - - — — - - -- - -`° - - L - - - — - -- - -F3 _ _ Q L_ --j c� - - -- -- __ -==- -- _ - -- - - - _ _ - - - - - - - _ J L_ _ i TS 4' X 4' F5 • Llcz. C� ----�i L - - -� - - - - - - - - - -- - - - - - - - - - _ _ .L - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - -- - - - - - - X .250' COL, - c„ - zW w � — -i r - - - - - -� I- - J F-2 r co Z __ _J q3 -� I �10 °, F2 r` L _J - ^ F2 F10 SEE P/S-2 ;, Q, 22 -8 1/8 I L 6 SEE NOTE 2 ^ OJ N , I co `O SEE R R 2'-11 3/8� F9- S-2 �' F9- L QLLJ F5 - _ - -- Z r, I II NOTE 2 S-2 F9 F5 F9 S-2 F5 F9 - N 00 °0 - - - - - - - - ^ - - - - - -FS- - - -� - - - - - - - - - - U o Q _ - - -+ - -� - - - - - - - - - - -_- _ F5 °D -- - -�- - F5 - - - - - - -- - - - - - - - - jr ::D _ r :. , ^ 1 - - - F5 = - - - - - - -� - _ - - - ._ - - - 3--0 3/4'� - I - - 1 _ - _ -- = - Ii� J `� L � R �* I A\ S�3 ❑PP I �L3 �a� ~i L L 2 3/a I R _ -I � I I s-2 z l�7 s = 7 1/4' �I I� _1 1� I I -il If ll 1�--- SHEAR S-2 SHEAR --�I I1 �, =� ?v Opp L i I U� S-2 L -�— • r m • • r I S-2 in l SEE WALL. B n, , WALL A , I � IBJ -3 I1 11 .8, Lr) ' I� AL1 il� u, "' '- M SIM I I --_ 21'-4 1/2' -- 8' 20'-4 1/2' Y --- .� 25 -0 3/4 -18 -5 1/2 - i 10 -10 1/2 II 8 15 10 3/4 NOTE 10 ll II-8 43 1 1/4 II li the 8, 22 3 1/4 -� l I r 2`3 (-- � A 1 J ll -- SHEAR SHEAR — I lig SEE NOTE 5 I °` II II °� I'll - I'II �o WL_ S-2 S_3 T WALL 'E' WALL 'D'- T D I E I I �, SHEAR • T u w T SEL w I I F� L T Z� I WALL C NOTE 1 I I W 3 I , s 2 i ' I I I S-2 S-2 � I SEE NOTE 8 S-2 I I II II S-2 II II S-2 II II s-2 I I ~ L - - - _ - _ - _- - _ — = J _ - - - - - -- - _ - - - _ _ _- _ __ �- -__--- _I - - - - - - I - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - -3 o D F1 - I- - - -� - -- - - -- -- - - - = - - _ - - - -- - - - -- -- - - - -- - -- - - - - - - -- J n, EL. 99'-8' I I I I F F1 \ - -K I l LL_ - - - - - - - - EL. 99'-g• • - - - =-- In F1 \ �� = O SEE NOTE 1 A G a G 1 i I �,� S-2 ,� SEE S-3 I H ❑PP. o G I N A r gG QS-2S 2 S 3 I -► S-3 I : - - - - - `D =_ -— NOTE 5- - - _ JI I J S-3 IS-2 L-� 10' I ,r EL. 99 6 I I 0 , EL. 99'-6' 10 �-+ �-�- - - -- - - - -- -1- - - - �- - - - SEE - -- - F4 -- - - - - - - --_- - --- - - -= I-- F- NOTE 7 -- - - - - FI - SEE A M O P 7110'-3 112' 7' P C M NOTE 9 "� S-2 S-3 S-3 S-3 S-2 S-3 ❑PP OPP, 19'-0' 8`1 112' 1C' 10 3/4' - 9'-8' 10 3/4' "2- -- - 56'-4' - 15'-3 3/4' 11'-5 112' 15'-3 3/4' 82'-4• P❑❑ TING AND FOUNDATI❑ N PLAN __ Q E ❑ ❑ T I N G S C H E D U L E SCALES 1/8' = 1'-0' VENEER LINTEL SCHEDULE REINFORCING CROSSWISE REINFORCING LENGTHWISE - NOTESi CLEAR OPENING SIZE OF ANGLE MARK WIDTH LENGTH DEPTH L REMARKS UP T❑ 5'-0' 3 1/2' X 3' X 1/4' N❑. SIZE LENGTH SPACING N❑, SIZE LENGTH�SPACING _ 1. CENTERLINE ❑F ANCHOR BOLTS FOR SIMPSON HD2A 7, RECESS FOUNDATION WALL 6' AT DOORWAY AND F1 1'-6' CONT, 1'-0' 2 #4 C014T. OR EQUAL (UNLESS NOTED OTHERWISE), LOCATION POUR SLAB THRU OPENING. SEE D/A-26, 5'-1' T 7'-0' 3 1/2' X 3 1/2' X 1/4' OF ANCHOR BOLTS IS BASED UPON ROUGH WINDOW - ci: Z 3 #4 CUNT. CONT. REINF, THRU F7 AND OPENING AND HOLD DOWN ANCHOR USED, CONTRACTOR 8, BLOCK OUT FOR THRESHOLD ATDOOR, VERIFY o Q U+ F2 �'-0' CONT, 1'-0'- EXTEND 1'-6' INTO F3 & F10 SHALL BE RESPONSIBLE FOR ACCURATE ANCHOR BOLT SIZE WITH TILE INSTALLER, �j F3 2'-0' CONT, 1'-0' 3 #4 CONT. PLACEMENT, SEE L/S-3, HOLDOWN INDICATED BY A DOT ON A CENTERLINE •---- - --o- ---- 9. 4' CONCRETE SLAB FOR MECHANICAL EQUIPMENT. W ' - 3 #4 CONT. REINFORCE SLAB W/ #4'S AT 18' O.C. - BOTH WAYS, 4. 0 F4 1 -8 COCONT, 1 -0 -^ - - - 2, RECESS FOUNDATION WALL_ 4' AT DOORWAYS AND PLACE BARS WITH 1 CLEAR BELOW TOP OF SLAB, F5 1'-4" CONT 1'-0' 2 #4 CONT, POUR SLAB THRU OPENING, -- --- --- --- - - 10, THICKEN SLAB TO 10' X 2'-0' SQ. AT CIRCULAR STAIR F6 1'-6' CONT, 1'-0' 2 #4 CONT, 3. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL BE BASE, ANCHOR BASE PLATE AS PER MANUFACTURER'S ALLOWED IN THE BUILDING FLOOR SLAB UNLESS RECOMMENDATION. p F7 - 3'-0' 4'-0' 1'--0' 6 #4 P'-6' 8' 4 #4 3'-6' 10' APPROVED BY THE ARCHITECT, W z -- -- --- - -- -- - -- ----_ 11. SPACE 1 3/4 X 7 1/4 LVL STUDS AT 12' O.C. IN THIS AREA • • 4, ALL NON--BEARING WALLS T❑ HAVE SILL PLATE �,<,\, ��� p �? F-8 4'-Os 4 -0 1 -0 6 #4 3 -6 8 6 #4 3 -6 8 ANCHORED WITH POWDER ACTUATED FASTENERS AT 12. (2) 1 3/4 X 7 1/4 LVL. POST W/ SIMPS❑N HD2A HOLDOWN, NOTE F9 4'-6' 4'-6' 1' 0' 5 #4 4'-0' 12' 5- #4 4'-0' 12' TOP AND BOTTOM 24' D.C. HILTI OR EQUAL, SPIKE POST TOGETHER, REFER TO STEEPLE FRAMING, - LINTELS CARRY MASONRY ONLY, PROVIDE 1' OF BEARING -- - - SHEET S-12 EACH END FOR EACH FOOT ❑F SPAN, MINIMUM • 5. DEPRESS FLOOR SLAB 2' FOR TILE, SEE M/S---2 FOR BEARING OF R EACH SIDE OF OPENING, USE THIS F10 3�9- 3 -9 1 -0 - 5 #4 3 -3- 9 1/2 5 #4 3 -3 - 9 1/2 DETAIL AT STEP IN SLAB, WHERE STEP IN SLAB EXTEND REINF, 2'-0' INT❑ SCHEDULE UNLESS NOTED OTHERWISE. LONGER F11 1'-4' CONT. 1'-0' 2 #4 CONT. OCCURS OVER FOOTING F5, SEE N/S-2. ANGLE LEG IS ORIENTED VERTICALLY - -!_ FOOTING F9 - - _ UNLESS NOTED OTHERWISE. � 6, THICKEN SLAB TO 1'-3' X 2'-6' SQ. AT VOLLEYBALL --_.-- POST SLEEVE, SEE F/A-14, NOKTN DAKOTA,11085 � 4 COPYRIGHT LRS sup 93-0051 49 OF 87 . _ 1 � IF THIS DOCUMENT IS LESS Tr T FT T 1 P 1 TTT LEGIBLE THAN THIS NOTATION, - 1 =, 4 1 T�TjT 1 TjTjT g �l 1TrT11T}T,T ' ;TITTTYTo 1 � A�^�CJ'� �n 1995 IT IS DUE 7U TFIr.. QUALITY OF -- ---- No.3e THE ORIGINAL DOCUMENT. E Z 8Z GZ 9 ...� Z �E Z t�g ytgi Lt 9t 9t ei��I Et 7, - — 111111I11l11111lll 1111 11 I I I I I I I IlI I I 111Id t t t t s l r 9 „4�,wllIl 'Illllllllll � I IIII�IIIIIII� IIIIIIIII illlllill Ull�ll l 111111 II II 1ll1U11u1111 111 11�I1111111 �illlllll 1111�IJ AT 16" Qr. -- • 1 3/4" X 11 1/4" LVL'S AT - ' -- 1 3/4" X 7 1/4" LAMINATED -- 16" ❑,C. EXCEPT AT STUDS WALL SHEATHING VENEER LUMBER (LVL) AT \�- 4 1/2' 4 1/2" E LONGER THAN 26'-0", SPACE 4 1/2"'11,-� %_- .___�___ -_ 2x6'S AT 16" D.C, " EDGE NAILING 16 O.C. UNLESS N❑Tr_D 4 1/20' AT 12" D.C. OTHERWISE ON PLAN L DEPRESS FLOOR SLAB o n � � 2x5 SILL PLATE Wl WALL SHEATHING x SILL PLATE W/ FDR TILE -'�� � `� 5/8" X 12" ANCHOR ---- WALL SHEATHING i��- ` i 5/8" (t X 12" ANCHDR 7 1/2 ;' n, W �.�- - EDGE NAILING BOLTS AT 32" D.C. BOLTS AT 3c ❑,C, EDGE NAILING _ „�- / / CQ Lrj CL N - 2x12 SILL 'LATE W/ 5/8" ELE`�'ATI❑N ELEVATI❑N ,� - X 12" ANCHOR BOLTS AT [ELEVATION ELEVA fION 100 0 1001-Oil _ 16 O.C. -STAGGERED _ _ _^ 10010 100 0 -- „ ;p { . . ;n ELEVATION �s4 T - =7 INSULATION I' IIS 1/2 (MAXIMUM) RIGID I i 100'-0" - INSULATION (TYPICAL) _ Zx II �� �� #4 DOWEL X 3'-0'' AT z =11 f1 I. I TI I I I Tull °1 I I I 1 I r"1 I. 0x8 SILL PLATE W/ � - -- 1 1/2" RIGID INSULATION ' - ' _ ;a 18" D.C. h 1,_p„ 5/8" 0 X 12" ANCHOR 10 r. C 10' ' : 10 EXTEND 4'-0" UNDER SLAB 1'-4" -L-} (TYPICAL) �' BOLTS AT 32" D.C. #4'S AT 24" 0.C. - N i!) r _ CH FACE _ I a I \ STAGGERED - - �•, ... -��_— D.C. - EACH _ , _ �„ •— m _ -- #4'SAT AT 32 D.0 #4 5 AT 3� D.C.O#4'S AT 32 D.C. #4 S AT 32 D.C. --- — as EACH FACE - STAGGERED �' F EACH FACE - STAGGERED ` �� EACH FACE - STAGGERED J EACH FACE - STAGGERED �, o "2 °; �'; ( ��` \ o .1 I -__ (2)- #6 CONTINUOUS I y I �` �, L' ( : i c.j TOP AND BOTTOM cj • � •• r . . . \_ o — l _ ,. �- (2)- `�5 CONTINUOUS C2)- #5 CDNTINU❑U_. C2)- #5 CONTINUOUS .. . -- •-i a (2)- #6 CONTINUOUS r,, -- •—.J , TOP AND BOTTOM �' ' TOP AND BOTTOM �- - TOP AND BOTTOM r' TDP AND BDTT❑M (3)- #4 CONTINUOUS 1,-6" AT F1 �'-- SEE FOOTING SCHEDULE 2'-0" AT F3 �- SEE FOOTING SCHEDULE 2'-0" AT F3 I _ 1'-6" AT F1 I CZ)- #4 CONTINUOUS AT F1 �� C2)- #4 CONTINUOUS 1`8" AT F4 FOR REINFORCING '�_� FOR REINFORCING 1'-8" AT F2 s� SECTION SECTION SECTION SECTION - i SECTION -1 ; S s- 1 s-1 D SCALE 3/4" - 1' -0" A A-8 A-9 SCALE 3/4" = 1'-0" SCALE, 3/4" = V-0" A-9 SCALE, 3/4 - )'-0 SCALE; 3/4" = 1'-0" E n t p Q 2x6'S AT 16" O.C. 2x6'S AT 16" D.C. a 4 1/21 4 1/2„ SHE'S AT 16" D.C. 1/2"� C2 3/4" ,/ALL SHEATHING i C3 2x6 PLUMBING WALL_ � r '�.. 2x6 SILL PLATE W/ n~ 4 n (2)- 2x6 SILL PLATE W/ LA_ i- 2x6 SILL PLATE �'/ �- 3 00 5/8" m X. 12" ANCHOR 5/8" d X 12" ANCHOR o w J 5/8" m X 15" ANCHOR 2x4, 2x6 OR 1 3/4 ��--- 1 3/4 X 5 1/2 L.VL w L� .xC u; \ X 7 1/4" LVL STUD AT 16" D.C. w i-- BOLTS AT 32" D.C. BOLTS AT 32" O.C. Z � r o BDL_ S AT 32" O.C. �,-/� 0 o r- Q - _ WALL / w C= cn ,r, ELEVATION � - ELEVATION ELEVATION 100'-0" SILL PLATE W/ 5/8" 0 - SILL PLATE W/ 5/8" m n, 100'-0' R, 100'-0" - - - ..�- 12" A R BOLTS " - - __ _- NCH❑ X 12 ANCHOR BOLTS X .�--- - - -L. _ - -• 1• I —EDGE NAILING AT 48" D.C. AT 48" D.C. � - - �_._ y• 710,- ) ' .1� .lr..• � ELEVATION � ELEVATION DEPRESS FLOOR SLAB - DEPRESS FLOOR SLAB 10" 1 1/4' - 100'-0" T 1'JO'-0� .�'►� FOR TILE �o�l•• FOR TILE I' I m 11 1/4" I ,I SEE A/S-2 FOR REINFORCING - - . - • = -- - - - =.- - - — -7- R 7 1/2" #4 DOWEL X 3'-0" AT #4 DOWEL X 3'-0" AT _ -11 8„ I .. _ — 1. 18 D.C. -L­� o �; (2)- #4 CONTIIJUOUS o � : '.' ; _j '.: .' _�--- (2)- #4 CONTINUOUS r #4'S AT 32" D.C, - r " `� #4'S AT 32" O.C. M FOOTING F11 BEYOND � EACH FACE - STAGGERED h' 1 . EACH FACE - STAGGERED o � 5�-I ' I'•' I ' 1 I. \ - - I — — — -- ��---_ G J .P � •✓•• Y� ; '----- STEP FOOTING DOWN • �� o v I I ' � FOOTING F1 BEYOND (2)- #5 CONTINUOUS •� - (2)- #5 CONTINUOUS r. Cf ' 2" WHERE SLAB IS V l TOP AND BOTTOM �'' TDP AND BOTTOM RECESSED FOR '�— — c� 1'-6" AT F1 C2)- #4 CONTINUOUS 1'-5 AT F4 1'-4" A' FS CERAMIC TILE, SEE 1'-6" AT F6 Q �-- 1 -6 AT F1 \��- (2)- #4 CONTINUOUS �`- ve - 3 w SECTION SECTION S-1 SECTION S-1 SECTION S-1 - SECTION S-1 S-1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE, 3/4" = 1'-0" S-8 SCALE 3/4" = 1'-0" `-' SCALE, 3/4" = V-0" CU�-1_1r - Co ou DASHED LINE INDICATES SLAB WHERE IT IS NOT DEPRESSED FOR CERAMIC TILE AT 3/4" X 10" X 0'-10" 3/4" X 11" X 0'-11" FOOTING F5, SLAB ABOVE FOOTING F5 TO ` BASE PLATE W/ (4)- BASE PLATE W/ (4)- BE THICKENED TO 6". SEE J/S-2 - 3/4" (P X 12" ANCHOR 3/4" d 12" ANCHOR ~ c� 1 3/4" X 7 1/4" LVL ^ BOLTS ON 1" NON-- .� _ ;i BOLTS ON 1" NDPJ- ��z = 2x4 OR 2x6 STUD 2x4 OR 2x6 STUD SHRINK GROUT '��; / SHRINK GROUT AT 16" ❑.C. WALL WALL TS 4" X 4" X .250" �: TS 5" X 5" X .375" --~ -�' -- 2x8 SILL PLATE W/ DEPRESS FLOOR - SEE NOTE 4, SILL PLATE W/ 5/8" 7" 1 1/2" COLUMN, SEE J/S-8 fry \ F COLUMN. SEE J/S-9 S/8" m X 12" ANCHOR SLAB FOR TILE 7 SHEET S-1 0 X 12" ANCHOR 1 1/2"� FOR TOP OF COLUMN �'� FOR TOP OF COLUMN �(�J BOLTS AT 48" D.C, f BOLTS AT 48" D.C. DETAIL 4L DETAIL_ (--1--I N. o coo EOLO ATION ELEVATION ELEVATION " 100' cu '100 -0 ..e• � Tom - - T ---�r _ - - - - - - ELEVATION � / ELEVATION � - ,•,_ - 1001-01, 11001-01, O ;�: s • ' I #4 DOWEL X 3'-0" r #4 DOWEL X 3'-0" - •'- -. -► - y •--� v ; •• I :o 6„ AT 18" O.C. �a AT 18" D.C. _1 D f- ' • e ' :. 2„ SAN . . �-_ 2„ SAND f--� ce (3)- #4 CONTINUOUS - (2)- #4 CONTINUOUS .!� �' (5)- #4'S AT 9 1/2" !, " . . a ; 1 (6)- #4'S AT 8" 0.C. - i~, -.-' -' Lam- D.C. - BOTH WAYS Jvd— _ : !-f a �7 - • BOTH WAYS L,J 2'-0" AT F2 1'-4" AT F5 LTJ C� L 3'-9" SQ, AT F10 4'-0" SQ. AT F8 U Q "A Z F- ED LLJ SECTION S-1 SECTION s 1 SECTION IS DETAIL �-1 s-8 DETAIL S-1 S-9 N A-6 A-7 ' = 1'-0" � SCALES 3/4" - 1 -0 SCALES 3/4" = 1'-U" � S-'9 SCALE 3/4" = i'-0" Q A-6 SCALES 3/4" = 1'-0" S-3 ,CALEB 3/4 — AT SHEAR WALLS 'B' 'C' & - - - - _ - - - 'D' USE. (2) SIMPSON HD8A SHE'S AT 16" O.C. W/ WALT NOTE, SEE ALSO H/S-3 � C� - _ - - - - HOL.DOWNS C 16" O.C. SHEATHING EACH SIDE AT FOOTING F11, EXTEND SHEAR WALLS -T �1 1/4 2D"PFOR STILE DR SLAB SEE DETAIL U/S-2 FOR � �- REINF• INTO F9 2 3/4" " ell A,B,, FTG, AND DOWEL I I CONFIGURATION (2)- Px6 SILL PLATE W/ I I i 7/8" 0 ANCHOR - 5!8" X 15" ANCHOR - - J I I �- - - -- - - 7/8" 0 ANCHOR . I-E- FO❑TING F9 _� _ -: BOLT F❑R SIMPSDN B❑I_TS AT 15" D.C. r - I I DEPRESS FLOOR SLAB _ -�--__ _-- -- `�� BOLT FOR SIMPSON u, HD8A OR EQUAL I A �� 2" FOR TILE / - HD8A OR EQUAL I --�- 7/8 0 ANCHOR / � I � ELEVATION I S-3 2 3/4" I _ `u Z, —1 I BOLT FOR SIMPSON - -. ..- I T C4)- #4 VERT, _�� C� Q U 12" oo I HD8A OR EQUAL -``� 12" - - I I i I X 2'-0 -- X12" S I I I I _1 z"_ h l . �---- #3 TIES X 4„ --- r-.� T : ' I I i o h I I f ---- #3 TIES X 4" w S-2 f I i AT 8" D.C. I• •I �\ #3 TIE S X 4" C— I I I I AT 8" D.C. W _ I I c f .' _ --- - #4'S AT 48" D.C.' X 1'-6'. I I 2,_2„ ^ ^ _co Cie J t I I �°�.a, ----- --�_ (4)- #4 VERT, 8" --- - -- -- - -- - - -�-- - - 12" -_ 1 I EACH FACE (4)- #4 VERT. I i i t I cu X 2'-0" �D FTG I I I � I - #3 TIES X 4" Cu 1 I X I I i i I -----T- (4)- #4 VERT - t-1 .- - I �. —� NV -- X 2 0 - _ _ - - - I. .}:� - (2)- #5 CONTINUOUS N I I I I I AT 8" ❑.C, R, o I I I I _. -,. -. - F . iv — TDP AND BOTTOM 3" I $-2 I T-�_ I ` ` 7--• — �--. T —= z ct, cti W IN :. r 1 : 'I . I I - --- F D❑TING F-9 " " a s Q E cu iti i' -- - 4- , - - ,- - i. Y i 2,_2„ �; (2)- #4 CONTINUOUS __ es--- - - - - -t=r - _2,• _ ... P. I L I �' 2,-2,. (2) 7/8" ANCHOR T I I 4'-6" SQ. AT F9 (5)- #4'S AT 12" D.C. - I 8" I BOLT FOR (2) SIMPSON _ - (5)- 44'S AT 12" D.C. - S'2 _L-L -_ ---- ------- BOTH WAYS - TOP AND Y-4" AT Fill. HD8A ❑R EQUAL 4 6 SQ. AT F9 _ BOTH WAYS - TOP AND - - FOOTING, F11, EXTEND BOTTOM �- � I-- - -- - - - - - - - -- - - - - - -J NOTES SEE ALSO H/S-3 REINF, INTO F9 BOTTOM r DETAIL s-1 SECTION SECTION S-1 S-3 DETAIL S-1 SECTION SCALE : /4" - 1 -0 SCALE 3/4 = 1 -0 SCALE, 3/4" - 1 0 T S-8 SCALE, 3/4 = 1 -0 SCALE, 3/4 NORTH DAKOTA, 11065 2 _T -- OUP 93.0057 5 COPYRIGHT LRS 50 OF 87 1 4 T �1 I I T I i I f 111 111171 T1 1995 } IF THIS DOCUMENT IS LESS 11 1 'P 1i FTIJ11111T LEGIBLE THAN THIS NOTATION, - -- -- $J ----- - 1 1�11 ___-- 1J AUGUST 30 ' IT I — IS DLIE 'I'O 'I'1IL•', QUALITY OE' N0.36 , 'f1iE ORIGINAL DOCUMENT. � 6Z 8Z LZ 97, ��Z Z £ Z �iZ oZ 6I� 8�I �GI 8i 9�i-I _�T ET Zi TT T 6 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIlllllli IIIIIIIIIII I i i IIIIIJIIIII� Illli o�� Jill IIIilllllll I 1IIIIIIIIII �I IJIIIIIIIIIIIIIiII lllll1111111ll \II IIII II IIIIIrI � u Iull��iu�lW lllllllll►hlllh Ij N 2x6 PLUMBING- 2x6'S AT 16' U,C r✓/ MALL ��--- 1 3/4' X 7 1/4' LVL AT -�' WALL SHEATHING EACH SIDE AT r 5 3/8' - 1 3,'4' X 7 1/4' LVL AT 5 3/8' 16' U,l C. UNLESS NOTED 2 3/4'-� "SHEAR WALL 'B° AND "D' SHABEL 16' O.C. / OTHERWISE ON PLAN `--- -- - #4 X. 16' AT 24' O.C. o ¢ C BEYOND L 1 3/4' X OF LVL_ --- - - -- OF LVL WALL ----__.6w _, , - (2) 2x6 SILL_ PLATE W! 5/8' S-3 S-2 7 1/4 LVL ,- 2x8 SILL PLATE. W/ 5/8 AND HOL.DQWNS � 2x8 SILL PLATE W/ 5/8' 2x4 CONT, NAILER W/ 3/8' t, __j U Z Lj AT 16' O.C. - - J 4' X 12' ANCHOR BOLTS o W v --j 0 X 15 ANCHOR BOLTS AT WALL T d X 12 ANCHOR BOLTS m X 4' ANCHOR BOLTS AT CL a 16' 0.C, SEE T/S--2 , AT 16' 0.C. SEE DE-IAIL L/S-3 - I , i AT 16' D.C. tL•EVOATION HOLDOWN �, -- --- ELEVATION ELEVATION ELEVATION INSTALLATION 1 -- 100EVOATION N 100'-0' 100'-0' - 100'-0' _ _ - - --J --- -- tl 1 �, - - - DEPRESS FLOOR SLAB FORo #4 CONE• T❑P C BOTTOMCDTILE > 6 -� _ n = - - - -- - - - Q. #4 S AT 48 D.C. mIa ---- - .._ #4 VERT. AT 24' O.C._J, I #4 S AT 48 ❑•C, X 1' 6 , Q, ->� -(_ - 6 5/8 6 5/S - #4'S AT 48' O.C. 4 j 8 �_._ EACH FACE N _ I I EACH FACE STAGGERED 1 EACH FACE - STAGGERED -- I EL`VATION I 8 e j 98'-3' �� , --- - --- (2)- #5 CON fINU❑US � '- �` I�.. 1 _____-•---- (?)- #4 CONTINUOUS I�. I - �_ (2)- #4 CONTINUOUS z __ TOP AND BOTTOM 3' n, TOP AND BOTTOM _ TOP AND BOTTOM ----- --�-- r---- - - - �- ?x6 CONT. NAILER W/ 3/8 `� 1 '. o I I FOOTING F2 ' .0 1 - -- (3)- #4 CONTINUOUS o C 1 ------ (3)- #4 CONTINUOUS U 1 q, X 4' ANCHOR BOLTS AT w v <2)- #4 LL7NTIN000S d a v J ... ir 24 D.C. _4 1 • ' - - -- ------- -- TIE T❑ FOOTING -' - (2)-- #�, CONTINUOUS '- o 1'-4' AT Ffl ` -- 2,_6, REINFORCING I 2'-0' AT F2 2'-0' AT F2 1'-4' AT F11 w �` FOOTING F2 SECTION DETAIL �- SECTION SECTION - SECTION S-1 S-2 r •p � 1 _ r S-1 n S-1 SCALE 3/4' = V-0' A S-8 SCALE, 3/4' = V-0' D SCALE: 3/4" = 1'-0' L.• A-17 SCALE, 3/4' = 1'-0' '-' SCALE 3/4' = 1'-0" A-17 N EDGE NAIL. SHEATHING TO EA, STUD SHEAR WALL - -- EDGE NAIL SHEATHING TO EDGE NAIL SHEATHING TO G EACH STUD HOLDING BOLTS H❑LDIN -] BOLTS W/ 10d NAILS AT 'A' THRU 'E' EACH STUD HOLDING BOLTS _ 4' ❑.C. BOTH SIDES SIMPSON W/ 10d NAILS AT 4' O.C. SIMPSON HD2A HOLDOWN W/ lOd NAILS AT 4' O.C. �- 4 7/8' 1'-4' , 2 _ 3/4' RADIUS / ADDITIONAL SI BATH SIDES OF �'TUD BOTH SIDES OF STUD ANCHORS- SEE DETAIL SHEAR 'r,/AL.L_ 'C' `r TYPICAL - SHEAR WALL 'A', 'B', L/S-3 FOR INSTALLATION � 3 � HD8A A H W �_v�_ WALL ❑R DOOR AS _ _ _ _ _ #4 CONTINUOUS � 1'-0' 1'-0' FLAN 'D' AND °E' 'B', C , AND D 7 1!4'f, __ __ (3)- #4 VIEW REQUIRED. SEE FLOOR �--�I - - _ - ADDITIONAL PLAN _ f PLAN ON SHEET A-1 I PLAN 2� - SIMPSON VIEW OMIT (1) HOLDOWN AT VIEW CC V' SIM, CONDITION ^' ELEVATW_ L4 ION TYP. - - 100'-0' �.. � r r-r- ,' SHEARWALL � � (3)- �'/8' m BOLTS / ^ - ------ SIMPSON HD2A �HOLDOWN ' (3)- 7/8 0 BOLTS N 1 11r ;�'-- )_ SEE DETAIL L S3 OR SIMPSON THRU (3) - 2x6'S B A D D SIMPSON HD8A ,- THRU <3 2x6 S (2) SIMPSON INSTALLATION HDSA OR 7 7/8'1 OR EQUAL , 80 �1�-4 ' -- Hll8A OR (3)- #4 -`� �• I �- -- EQUAL -- i i - NOTCH ADDITIONAL - `�r EQUAL (3)- 7/8 m B❑LTS . I S - 2x6 FOR BOLTS � T;;RL' (4) #4 AT 12' O.C. �• (2)- 2x6 SILL PLATE (2�- 2x6 SILL PLATE - _ W/ •5/8' d X 15' ELEVATION �, APJCH❑R $ALTS AT W/ 5/8' X 15' `— GLUE AND NAIL 1'-2 1/2' ANCHOR BOLTS AT - _ -. -�L - " I 16' D.C. 2x6 SILL PLATE 16' O.C. mZ HOLDING BOLTS S\TjUDS ^ no W/ 5/8 m X 15 d. A � - `UX 16d NAILS e 4' O.C. PLAN VIEW � � ANCHOR C. BOLTS AT (2)- #4 CONTINUOUS BOTH SIDES- TYP. _J Cn ` - - 7/8' m ANCHOR BOLT G� r, • • II �--'� �1� SEE N/S-3 v� --mak 7/8' (P ANC�iOR BOLT 7/8' 0 ANCHOR BOLT --� LZ ELEVATI❑N SEE IJ/S-;� GLUE AND NAIL TOGETHER SEE N/S-3 LUE AND NAIL ELEVATION F-- 1'-4' A F11 2x6 STUDS HOLDING BOLTS ELEVATION TOGETHER 2x6 STUDS 2'-4' - W/ 16d NAILS AT 4" O.C. HOLDING BOLTS W/ �' W BOTH SIDES- TYP, 16d NAILS AT 4' O.C. ¢ � SECTION S-1 DETAIL S-1 DETAIL s-2 DETAIL ` S-1 BOTH SIDES TYP. DETAIL K S_1 (--- SCALE 3/4' = 1'-0' A17 SCALE, 3/4' = 1'-0' �" S-8 SCALE, 3/4' = V-0' H S-8 SCALE 3/4' - V-0" v S-8 SCALE, 3/4' = V-0' S C' w oZS�s Q 7' DOOR OENING - 2x6 END STUDS �_ p FGLUE AND NAIL_ TOGETHER 2x6 --- 2 x 6 AT 16' O.C. N ' 3/4' X 10" X 0'-10' EXTERIOR WALL FRAMING a Q- STUDS HOLDING BOLTS W/ 166 �_/ NAILS AT 6' O.C. - -- 1 3/4' X 11 1/4' LVL. AT BASE PLATE, W/ (4)- ice- SEE SHEET A-1 M 3/4 (V X 12 ANCHOR N --- ED5E NAIL SHEATHING PLAN VIEW 16' O.C. TOP OF l� - - �' TO EA. STUD HOLDING -- CONCRETE PLAN - BOLTS W/ 8d NAILS - - I SHRINK GROUT VIEW - A T 6' O.C. � _ TS 5' X 5' X .250' -�� C] ROUGH OPENING FOR o _ ANCHOR BOLT SCHEDULE I �- FORUCTE MNSLFRAME _9 • - �,►-�-1� L SIMPSON HDcA OR EQUAL WINDOW OR DOOR SIZE - A B C D �, ❑ EL WALL SHEATHING TYP SIMPSON HD2A OR EQUAL ' <2>- 5/8' m BOLTS _ 1 - _ ,J 1 1/?' ELEVATION <(D 1 -2 1!2 R STEM WALL OUTLINE a �- THRU (2>- 2x6'S (2) 5/8 m 5/8' m 1'-3' 3' 3' 10' 1 1/2 _ _ FACE MJF STEM WALL S-3 ��- BOLTS THRU - C2)- LVL'S I 2x8 SILL PLATE W/ 5/8' `_ PLAN VIEW 2x6 STUDS Ln NOTCH ADDITIONAL I X 12' ANCHOR BOLTS 3/4' m -1'-6' 3 1/?' 3' 1'-0' cu 2x6 STUD " _ ELEVATION i �- SIMPSON A35 = C� d FQR BOLTS - AT 32 O.C. 7/8 0 1 -9 5 3 1 2 71� _ SILL PLATE Y - N ��-- , _ - (3) 2x6 POST FOR RECESS FOUNDATION OVERHANG SUPPORT I~- -- - z C NOTE, SIMPSON 5/8' m STAB16 BOLTS AT HD2A AND WA!_L 6' AT DOORWAY 4 1/2' 1'-2' 4 1/2' BEAM- SPIKE TOGETHER IlE--+ 5/8' 4) ANCH❑R ° I SIMPSON 7/8" T STAB28 BOLTS AT HD8A MAY W/ PLYWOOD SHIMS _ iv 5/8' 0 ANCHOR BOLT. BE SUBSTITUTED FOR ANCHOR BOLTS IN THE ANLL 1'QUR SLAB THRU BOLT, SEE N/S 3 OPENING. SEE D/A-26 a 11 e a ; D ABOVE SCHEDULE. INSTALL PER MANUFACTURERS •� ----*- - 2x6 END STUD LLJ ELEVATION RECOMMENDATIONS, ELEVATION PLAN VIEW LJ ELEVATION - ANCHOR R DOLTS � ANC C, DETAIL s-1 DETAIL -1 FOR HOLDOWNS _ DETAIL S-1 DETAIL (� S-1 Z z Im- M N SCALE, 3/4' = 1'-0' S_9 SCALE, 3/4' = V-0' "� U Q El Lj SCALE, 1' = 1'-0' L S-3 SCALE, 3/4 - 1 -0 SCALE, NONE W � � Z E-+ Q N WALL STUDS STRUCTURAL NOTES SEE DETAIL Q/S-3 O r GENERAL SPECIAL INSPECTIONS STRUCTURAL OBSERVATIONS Cr (2) P,T, 2x6 PLATES ¢� W/ (4) 5/8' 1 x 12' 1 . Design Criteria: 1 . Required special inspections shall be performed by an independent 1 . Structural observations by the engineer of record or his ANCHOR BOLTS a - Basic Roof Load. . . . . . . LL 30 psf Snow special inspector per Section 306 (a ) of the Uniform Building Code representative shall be required at the following times during Z< � Z' U (2) PER SIDE . . . . . . . DL 20 psf Top Chord (UBC) for the following: construction: 6c � Q U . . . . . . DL 10 psf Bottom Chord a. During the taking of concrete test specimens and placing a. As soon as truss fabrication begins. Wim (2) #5 CC�:T, TOP b. Floors . . . . . . . . . . . . . .. . LL 40 psf of reinforcing: Verify reinforcing size, placement, and b. Before first footing pour, as soon as reinforcing and � �mC W � �•. 14.. .. I�. DL 15 psf grade. p 0 04 L(J AND BUTTUM • . . • • • • • • • • • • • forms are in lace. .�' C Wind. 80 m. p.h. /Exposure C b. During the installation of holdown anchor bolts: Inspect C. Before first foundation wall pour, as soon as �Fm C�? .. 1. O d. Seismic . . . . . . . . . Zone 3 size, length, hook and tie to reinforcing. reinforcing and forms are in place. #4 AT 18' D.C. p p c. During the installation of adhesive anchors : Inspect >>� b e. Design Soil Pressure. . ?.500 psf LL plus DL ct, 1 2 . Do not scale information from drawings. hole! size, depth, cleanliness, and installation per d. As soon as roof. is 50$ framed. �Q (3) #5 CONT, manufacturers ' recommendations . e. As soon as all roof sheathing is in place prior to �Q< d. Visual inspection of all structural welding, except covering with an architectural finishes :.1. •'. '' . • �'' ..I .• P g P 9 Y Q � -- CONSTRUCTION OBSERVATION, INSPECTION AND TESTING welding done in an approved fabricator ' s shop. 2 . The contractor shall notify the engineer of record four ( 4 ) 2 . The special inspector shall provide a copy of their report to the calendar days in advance of completion point requiring site �Z-` �o �; owner, architect, structural engineer, contractor, and building observation. J �� ' i v :• Q' GENERAL official . Q Z�� 1 . Independent testing lab to be retained by owner to provide Oma' 4' 1'-11' inspections and special. ins ections as described herein. um° TYP _---- WALL FOOTING BEYOND i sp P P AROUND PIER 2 . Contractor is responsible to coordinate and provide on site access to all required inspections and notify testing lab in time to make SECTION such inspections . R S-3 3 . Do not cover work required to be inspected prior to inspection S � 3 SCALE-1 3/4' = V-0' being made . If work is covered, uncover as necessary. NORTH DAKOTA, 11065 2 3 4 COPYRIGHT L.RS BUP 93.0057 51 OF 87 • ri1 1 I�T�Tj1 1 1 ? 11 1 T . IF THIS DOCUMENT IS LUSS 1 I T �fiT I 2I I I I �� II I T�j mow.. .. . nn.:C�'..y. LEGIBLE THAN THIS NOTATION, 1 L� .� 4 1787T • 111, lG AUGUST 30 1 �__ � _ � -� � IT IS DILE TO THE QUALITY OF' Nine ®-r^ THE ORIGINAL DOCUMENT'. ��E 8Z 8Z Gr1111JI11911 Fill "Z111111111 E � ZZ �TZZ - i 8i G1 8i 9T ib[ Ei Zi Ti i 8 L 9 9 E �Z T�i•i��I II III Illlllllllli I Il�ill�l���lllllllllll IoI Ill► 1►►►���!IIIII�IIII IIII��IIIII II II IIIIIIIIIIIIIIIIIII► I111111 I II III.. �Illll IH1111 1 I II IIIIIlll�ll� l Ulll lll! I 2x12 _ A - -` 16' I-JOIST AT 24' RC, (UNLESS NOTED OTHERWISE) - `---- STEEL I SEE 16' I-JDISI AT 24' O.C. (UNLESS NOTED OTHERWISE) FRAME NOTE 16 --- ---- --_ ___ - - ---- - / , SEE � - --SEE - SEE A/S-6 (OFFS FOR ENLARGED FRAMING EIS-9 NOTE 23 PLAN OF OVERBUILD AND REFERENCES, �• DIMENSIONS AND NOTES --- I-JOIST BLOCKING - 2'-p' SEE A/A-9 I-JOIST BLOCKING , ( 1,-0, _ SEE A/A-9 I u W \ - CONT, 2x6 FASCIA - - -- - _ ---- CONT 2x6 FASCIA z r_ 1 A SEE A/A-9 SEE A/A-9 A A-7 SBEAM- II BEAM S-9 / A-8 � �E 2x12 --- ----- -- --- - SEE NOTES 21 AND C. �_ g-6 _ B-6 f - SEE N❑TES 21 AND 22 S-8 - --- DPP 2� H S❑LID BLOCKING � , ZW7 SEE F/S-7 � IVIIII I iIIIII � I - -- t3 u ,,, WCONT, 2x6 & 2x1 I I. IFASCIA, SEE D/A-9 I I � 1 II I I I - CONT. 2x6II I 0SEE N❑TES ---- -- - I I I I II I I FASCIA Ix ° C' II I I I SHEAR WALL I I I SEE A/A-9 -os r- `'`� , SE 20, AND ?_i -1 I II I I "B". SEE f J I --� - - -- I-JOIST BLOCKING \ Q � SEE NOTE 10 ---� _ - - BIS-8 wx _ Y ��- SEE A/A-9 g (2>- 2x12 --f I - � I I , � I -. - I � 10<LL II - BEAM 1 -6 I SHLHR WALL _ ADD 2x12-------_ -___ SHEAR WALL II SHE,",l WALL-----/., II SEE BEAM II - t'' SEE J/A-9 I - 'E'. SEE I 'D'. SEE 11 NOTE 18 t I - B-7 II-_B 1 II 'C'. - SEE II - SHEAR WALL II H _ I W 2<� D/S-8 II D/S-8 I 11 CI/S 8 II 'A'. SEE II B 1-- Y I I II AIS-8 I{ 1 o J SEE NOTE 12 ----"`� i II SEE NOTE 18 II O3� v, _ - - - S-8 _ I Q Z 2x!2- -� _ f I I I I t- �_-J--fi I i ! I -- t -- ------- N `0 O d R TRUSSED CUNT, 2x6 & I I I I I I 1 I I I 1 I II I BLOCKING BEAM B-5 -- -- e o i III III I I II ■ U L',,12 FASCIA, I TR-1 AT 24' O.C. I II I fi--j~- I II I I SEE G/S-7 16' I-JOIST S'=E C/A-9 � - -- --- -- ---� �----- - - I~J❑IST BLOCKING (UNLESS NOTED OTHERWISE) H-11 II AT 24' O.C. SEE M/S-7- W77 �_ , I II _ 1 OF FOLDING _N SEE NOTE 13-� i II TR-3 I I I I TR-3 - ( PARTITION, SEEM 4._0, - __- - s L+-� -� Ln 3 TR-1A S. SEE I D/A-15 & F/A-15 � I I I i11 IIII I � I � I E/S-12 FOR 1 II I I I o N (2)- TR-1A III OF FOLDING I II I HB-2 _ J N p _ SPACING I II Cy ❑F FOLDING I SEE- SEE NOTE 6 III I _ C PARTITION, SEE , I SEE - �, (2)- 2k12----\ t I II PARTITION, SEE 1 I NOTE 6 I I II II -- - (2)- 2x6 RIDGE B/A-i5 & f A-'. I I a - I ( �' �- AT RIDGE_ I I III A/A-15 & F/A-1 I I I I II I 1 - :° z NOTE 2 0 - I BLOCKING. SEE 1 D/S-7 i II -1 �, ___ I �_ I NOTE 2 = v� A_6 = - - - 1 I I - I I 1 - 1 I I II 1- - �, - -- --- v 11Lj 1 1 =I = 1== _ =1 I I I 1 I I -- - - I (2)- TR- I II _ --1-- {{ I 1 ==t DRAFT SEPARATION I I I II II :A I f A N N SOLID BLOCK- SEE I WALL, SEE NOTE 8 II 1 I I II I 1 11 I DRAFT 11 S-9 n, __ ING, SEE F/S-7 1 NOTE 7 I II I I I TR-3 ll I WALL SEEN II _ R, (3)- 2x6 CONT, I 1 (2)- TR- I 'I I HB-2 k STRUT F,T ROOF i I1 III I NOTE 8 L o � { 11 I I I ! I I II 7 (3)- 2x6 CONI, SEE. SEE NOTE 21 1 SHEATHING, SEE 11 ITR-3 �� II I 1 I 1 1 (3)- 2x 11 STRUT AT ROOF NOTE 17 T'- - -tS-6 ! � SHEAR WALL 4I Izo 1 ELEV, D/S-8 I II I I l 2'-0'-T 11 III - , I , II 1 C❑NT, STRUT II SHEATHING, SEE 11-01-� 1 �1 -0 - 2'-0'- AT ROOF 11 SHEAR WALL I 2x4 OVERBUILD 1 I I I I ,, , I-J❑IST BLOCKIN , _ TRUSSED BLOCKING I I I I I II SHEATHING, SF EI I ELEV, S-8 SEE L/S-71 BEAM B-5 I FRAMING, SEE c� W SHEAR WALL I -_- - I C/A_8 2x12 --__ I SEE GIS-7 I II I I I I I II [ I I I I I I I i 1111 SHEAR I �� I E L E V, C/S-8 I iTE _ _ ¢ CY _ S-8 OPP, - CZjTT_ �i F-- II II I \LL II SEE NOTE 18 II (3)- 2x6 CONT, STRU C W� SHEAR WALL-- II SHEAR WALL II SEE AT ROOF SHEATHING, II oo ��-- A-8 'E', SEE 'E'. SEE I NOTE 18 I - 11 SHEAR WALL 'B' SHEAR WALL ELEV, II - A_8 D/S-8 11 D/S-8 II I _ BEAM II BEAM I II SHEAR WALL 11 SEE BIS SEE . HE J 4� _ I I I I ( - - I 'C'. SEE i i A/S-8 ( - SEE NOTE 'A.2 ------ B_7 II B-7 C/S-8 _ f SEE ADD 2x12----'� - -- --�� - I HB-1 I NOTE 24 [ Q SEE J/A-9 I - I _ II I I SHEAR WALL- - 1 "A", SEE A/S-8F-- 1 CY_ SEE NOTE 10 SEE NOTES I ' ' -I _ I I __-- II BEAM - I I ___ I I LTJ Z w LLJ 19, 20, AND 21 B-3 I I � ze I I ICD CONT, 2x6 & 2x1 -- -�-- - II - - - - - - - ---- ---- -- - --- -- z Ln FASCIA, SEE D/A-9 I C L _ BEAM .- If __ gE6M M I - --.--- - E 2x12 A A-7 S_9 OPP - - II S-9 A S-8 ❑PP, C/ s O SEE A-7 I SEE NOTES -- - - AA � � SE_ NOTES I 2 -p 21 AND 22 i '`i 1'-0' 1'-0' 1' 0' i i'-0' f - 21 AND 22 2'-0' L_ r3 � Iff f---� Ld .6, tc'_6' '70'.,x,. � J p OF MECHANICAL L.DUVERE7 STEEL FRAME A-7 SEE A/S-6 FOR ENI_ARGFD FRAMING L-C� OF MECHANICAL LOUVERED � W DORMER. SEE B/S-6 FOR SEE E/S-9 PLAN OF OVERBUILD AND REFERENCES, DORMER. SEE B/S-6 FOR Q q = ENLARGED FRAMING PLAN DIMENSIONS AND NOTES ENLARGED FRAMING PLAN ry Q -)) LL_ E SEE. NOTE 23 � SEE NOTE 16 C7 J 1_J a: Q_ PA ROCIF FRAMING PLAN -- - - -- NOTES: sCALE1 1/8' = 1'-0' B E A M S r H E D U L E - TABLES OF EQUIVALENT- FASTENERS, --- 1. BRICK VENEER IS NOT SHOWN ON FRAMING PLAN, 8, DRAFT SEPARATION WALL., CONSTRUCTION T❑ BE 15, SEE SHEET S-5 FOR ATTIC WALK-WAY FRAMING PLAN, STAPLES, NAILS, AND T-NAILS, I_❑W END HIGH END (VALID FOR LATERAL LOAD ONLY) I BEAM BEAM SIZE BEARING BEARING REMARKS DIMENSIONS AT EXTERIOR WALLS ARE TO EXTERIOR 5/8' GYPSUM BOARD NAILED TO ONE SIDE OF _ __ _ NO, ELEVATION ELEVATION FACE ❑F STUD WALLS, TRUSSED RAFTER. NAIL TO CHORDS AND WEBS, 16. OVERBUILD FRAMING IS SYMMETRICAL ABOUT CENTERLINE COMMON EQUIV, SPACING OF APPR'D FASTENER -- -- - FOR ACCESS DOOR DETAIL, SEE G/A-14, (OVERBUILD RIDGE LINE) OF OVERBUILD, OVERBUILDS NAIL STAPLES N_AIL_S T- NAILS_ (4)- LAMINATED VENEER LUMBER W/ (1)- 1/4' Cr-NT, 2. ROOF FRAMING IS SYMMETRICAL ABOUT CENTERLINE ARE SYMMETRICAL ABOUT CENTERLINE (RIDGE LINE OF SPACING 15 14 113 -f 131 B-1 1 3/a' x 7 1/4' 1081-01 - GAUL 16 _ - - tli I SHEATHING SPACER. SPIKE TOGETHER, (RIDGE LINE) UNLESS NOTED OTHERWISE, HIP 9. NAIL. MULTIPLE TRUSSES TOGETHER W/ 10d AT 24' BUILDING, ra or, 1' 1' 1' 1 1/4' 1 1/2' '4I FRAMING IS TYPICAL AT TWE] CORNERS, O,C, ALONG TOP AND BOTTOM CHORDS EXCEPT ) Q U (4)- LAMINATED VENEER LUMBER W/ (1)- .1/4' CONT. 6d AT 4' 3 1/2' 4' 5' 4' 5' cn B-2 1 3/4' X 7 i/a' 108 -0 - SHEATHING SPACER, SPIKE TOGETHER, TRI ISSED RAFTERS TR-1A, SEE B/S 12 FOR 17, 1 3/4' X 7 1/4' LVL AT 16' O,C. WALL TO EXTEND TO -_ ----- -- - ----- 3, ALL WALL. SHEATHING EDGES TO BE BACKED WITH BOLTING AND NAILING REQUIREMENTS, ROOF SHEATHING, NAIL TOP PLATE TO ROOF SHEATHING 6� 5 6, 7 68 _ 7 i/2 GLU-LAM (CUT FROM 3 1/8' X 19 1/2'). SHAPE 2' NOMINAL FRAMING OR WIDER. NAIL SHEATHING W/ 10d NAILS AT 4' ❑ C, 8 6 1i2 8 9 1/2 8 10 C4 �,, a� B-3 3 1/8' x 18 3/8' 1Gt3'-1 1/2' -- TOP OF BEAM WITH 10d NAILS AT z�' D.C. AT ALL EDGES AND 10, 2x4 BLOCKING FOR ROOF SHEATHING SUPPORT, 10' 8 1/2' 10' 12'- 10' 12' � � ---T-- ��- - -- - --- - 12' D.C. AT INTERMEDIATE FRAMING, PLACE ROOF SHEATHING PANELS PERPENDICULAR 18. LOCATE 16' I-.JOIST JOIST AS SHOWN AT FOLDING PARTITIONS, 12' 10' _ 4 1/2' 12' 4 112' B-4 5 1/8' X :c' 108'-0' -- - GLU-LAM TO BLG KING, _ _ 8 d A T 4' 2 1/2' �' 4' 3 112' 4' 4. NAIL ROOF SHEATHING TO ROOF FRAMING WITH 10d 19, NAIL ROOF SHEATHING TO 2x6 FASCIA W/ l0d NAILS AT 6' 4' �" 6'_ 5' 6' GLU-LAM (CUT FROM 3 1/8' X 21'). SHAPE TOP NAILS AT 6' D.C. AT ALL SUPPORTED EDGES AND 11. CONNECT 2x6 OUTLOOKERS TO SUPPORTING TRUSSED 4' O.C. SPLICE FASCIA W/ SIMPSON MSTA30, STRAP FASCIA 8' 5 1/2' 6 1/2' 8' 6 112" 8' B-5 3 1/8' X 19 13/16 117'-10 3/16' -___- OF BEAM AT 12' D.C. AT INTERMEDIATE FRAMING, NAIL RAFTERS W/ SIMPSON A34 OR EQUAL, SEE E/A-10. TO ''X12 OR TRUSS TR-1A W/ SIMPSON MSTA30, 1120 -_- -8# - _ 10' 6 8' 1 U' 8" 10' � -- -- SHEATHING WITH 10d NAILS AT 4' D.C, AT SOLID 2' (3)- - � LAMINATED VENEER LUMBER W/ :1)- 1/4' CONT, �, 12' E3' 10' 1� 9 112' 12 H 1 3, 4' X 7 1/4' 117'-7 1/4' ----- BLOCKING, TRUSSED BLOCKING, I-JOIST BLOCKING 12. ADD 1 3/4 X 16 LAMINATED VENEER LUMBER (LVL) 20. NAIL ROOF SHEATHING TO 2x12 BLOCKING W/ 10d NAILS AT - 1XI B-6 SHEATHING SPACER, SPIKE TOGETHER, 10d AT 4' 2' 2 112' - 3' 1/2' 3 1/2' l 1' '_ AND FASCIA, SEE F/S-7 THRU MIS-7, A/A-9 TO SIDE OF I-JOIST, CONNECT 2x12 OUTLOOKERS TO 4' ❑.C, NAIL BLOCKING TO WALL TOP PLATES W/ 16d - - F7 1, J (3)- - LAMINATED VENEER LUMBER W/ (1)- 1/4' CONT, � 5' 3 1/2' 4' - 5' 4' S' 117'-7 1/4' --- �• � LVL W/ SIMPSON U210 OR EQUAL, SEE P/S-/, TOENAIL_ AT 4 O.C. 8' 4 1/2' S 1/2' 6 1/2' S 1/2' 7' B-7 1 3/4' X 7 1/4' SHEATHING SPACER, SPIKE TOGETHER, 5, SEE SHEET S-11 FOR HIP BEAM HB--1 AND HB-2 r 10' S 1/2' 7' 8' 5 1/2' 8 7" --- - ---- -- --- ---- --- - --- - DIMENSIONS AND DETAILS, 13. ADD 2x12 1D SIDE OF TRUSSES, CONNECT 2x1P OUT- 21. NAIL WALL SHEATHING TO TOP AND BOTTOM PLA ES W, 7 _- _ B-8 5 1/8' X 24' 109'-1 3/8' --- GLU-LAM LOOKERS TO 2x12 W/ SIMPSON U210 OR EQUAL, SEE 10d NAILS AT 4' D.C. 12, 6 112' 8' 9 112' 8' __10' _ 6, (2)-- 2x10'S TO SUPPORT BASKETBALL STANDARD N/S-7, - - --- ------ -------------- --- ------ ---- ------------ --- 22. STRAP SPLICES I N TDP WALL PLATE (NOT BEVEL PLATE) N❑T E:_ --- --- - v - (2 PLACES), SEE J/A-26. W/ (2) SIMPSON MSTI48, 1 PENETRATION IS THE DEPTH OF EMBEDMENT .�.■ B-9 --^- 14, FOR DETAIL_ AT DUCT PENETRATIONS THRU INTERIOR OF THE STAPLE OR NAIL INTO THE MAIN MEMBER 7. STEEPLE LOCATION, SEE SHEET S-12 FOR STEEPLE LVL BEARING WALL, SEE Q/S-7, FOR SIZE AND 23, SEE SHEET S-5 FOR CANOPY FRAMING, REQUIRED TO ATTAIN ITS FULL CAPACITY B-10 - ELEVATION, TRUSS LAYOUT AND FRAMING LAYOUT, LOCATION, SEE MECHANICAL DRAWINGS, (SHEAR VALUE) FOR LATERAL LOADING, -- ^-_ `-�- - 24, (3) 2x6 BEAM W/ SIMPS❑N EPC EA. END, SEE DETAIL CIA-8, _ 2 -- - - � COPYRIGHT L.RS NORTH DA KOl A, 1i0fi5 3 , 8UP .j-0057 52 OF 87 1 PT. � T�T7 8 3 1011,�. Ir THIS DOCUMENT IS LESS ' I iT�T I61 T 11T Ti 11rIT1T�il I �j� AUGUST 3U 1995 � LEGIBLE THAN THIS NOTATION, --_- _ _� �--_-__._ -- _ _-� IT IS DUE TO THE UALITY OFo. - I THE ORIGINAL DOCUMENT'. E -gZ f17111 � v __-� Zruaij 89 - - E Z �lI1 IIII I II 1111111111111111111111 t �IIII t1111N11 III VIII 11111111 Illll�ll I VIII 11111111 IIIII►►I�II III IIIII�IIIIIIIIII II IIli �IIIIII� 111 llll Illi 11111 � I 1 1 111111, llll�llll ►III Illlllil illllllll�� Il►IIIIIIIIIIIIIIIII I -------------- S-9 to Q S_-9 SEE NOTE 7 -L U P STEEL_ FRAME AND CANOPY 1 SUPORTS SEE E/S-9 A 9 - SHEAR D A D A-7 WALL SEE C,/S,- 8 S 5 A-$ S-5 ti r CEILING FRAMING -- �-� SCHEDULE W6 A SHEAR SHEAR SHEAR --_ C _ --- -- SHEAR E O W c��.� WALL 'A' av �„ ,�, WALL 'E' WALL 'D' 3 -- _ WALL 'B' TYP. A14 Z ' SEE D/S-8 SEE D/S- 8 / C J - SEE B/S--B SEE A/S-8 NO. MEMBER 20°. r-- C a L- S-5 S-6 S-6 ppp, 2x6'S AT 12' O.C. -ci --- - L---- - - - ' I Se5 I SE5 - S5 S�5 - s - -- ' ��� Cl - _ _ I - n At 2x6'S AT 16 O,C, J L..+ ?f 4 - BEAM - �� - - - - _. -�=__ 2x6 CONTINU❑US LEDGER � �Z� U 1� B-4 t-C-I _ Q w< __J a �'< 2x6 BLOCKING Q�� _ a Z<m c.� .e- IL j �' �W - B 1 0' 1 U' -�� ---- _ © (3)- 2x6'S Q � M "` __- 3 S-5 3 B B 3 SEE NOTE 8 --- 3 Q<� Q CNS Z -- I S-7 S-5 - E D 2x6 F-AMING o w S-5 S-5 (4)- 1 3/4' X 11 1/4' LVI_'S AT l�l FOLDING PARTITION, SEE NOTE 2. -- __ � Y A 97 2x6'S AT 24' 0.C. W 1L 3 A14 r l N J10 6' X 2' X ,2.50' STEEL TUBEN 0 o -= 11 (jA- EEAM 126 B-8 A _ 113 ^, A C - S-5 _ - S-5 14 I i C C CD SIMPSON- L� NOTE, HEADER AND BLOCK AT DUCT �-� PENETRATIONS WHERE INTERFERENCE S-6 S-6 S-6 S-6 U26-3 '�_� WITH CEILING JOIST OCCURS, o \ OPP. az _ _ LVL = LAMINATED VENEER LUMBER v� w 3 B -�� i 3 B B 7 Li S-5 6 OR PARALLEL STRAND LUMBERCIO S-5 S-7 I z V) SEE NOTE 8F--- __ — - -- -- -- ----- --- - _-- -- — - --- --- N f_1 T E S I 3 �.� lW B __ L 1, BEARING ELEVATION OF ATTIC WALK-WAY BEAM B-2 BEAM B-1 I I I C JOISTS IS 108'-0' UNLESS NOTED OTHERWISE, 0'i �— � A-8 32. BEARING ELEVATION OF FOLDING PARTITION (/�W BEAM HEADER IS 108'-1 1/21. �� Q JIL 3. FLOOR SHEATHING IS (2)- LAYERS SUBFLOOR 3 SEE_ � E 3 I E NAILED TO J❑ISYS W/ lOd NAILS AT 6' O.C. o S_5 AT EDGES AND W/ 10d NAILS AT 10' D.C. AT [� Q ' E C J K J NOTE 5 S-5 -- SHEAR AR INTERMEDIATE FRAMING, �J Q SHEAR -- SHEAR S-5 S-5 S-6 S-6 S-6 SHEAR E _ WALL E WALL 'D' - OPP WALL 'B' 8 WALL 'A' �� 4, SEE BEAM SCHEDULE ON SHEET S-4 FOR BEAM CD SEE D/S-8 SEE D/S-8 - E G H SEE B/S-8 SEE A/S-8 SIZES AND BEARING ELEVATION. N � F-- 8 S-6 S-6 S-6 f--- ry 5. STEEL CIRCULAR STAIR, RAILING AND LANDING. LA-i�� 0 -_ _ - SEE SHEET A-26. �W� �- 6, BEARING ELEVATION OF 2x6 CEILING FRAMING W`;j A BEAM SHEAR IS 109'-1 1/2 . FLOOR SHEATHING IS (1)- LAYER r---i� D B-3 F WALL 'C' D A D SUBFLOOR, SEE NOTE ? FOP NAILING, _-) A-7 S-5 o) I S-6 SEE C/S-8 S-5 A-8 S-5 � Lr-) 7. NAIL CANOPY ROOF SHEATHING AT SUPPORTED EDGES -- - WITH 10d NAILS AT F,' n r NATI 'FHFATHTNG C l TO INTERMEDIATE FRAMING WITH lOd NAILS AT SEE NOTE 7 STEEL FRAME AND CANOPY 12' 0.C. L� s P SUPPORTS SEE E/S-9 S-9 8. SIMPSON E IUC26-2 OR HUC26-3 HANGER, WELD F— 1 TO TS COLUMN W/ 1/8' X 3' LONG FILLET WELD AT S__9 10J EA, FLANGE y Z B 1 _J �­q A-7 3 'L U L` ICWALK - WAY FRAMING PLAN SCALE, 1/8, - l'-O' Q Q 3 (3) 16d NAILS EA, END OF BLOCKING Q _ -_ _-_ SIMPS❑N A35 OR EQUAL 1 3/4' X 5 1/2' LVL AT \ E-4 Q — 1 3/4 X 7 1/4 L ',/'L AT SIMPSON H2,5 OR EQUAL \ 16' ❑.C, STUD WALL 16' D.C, STUD WALL / FOLDING PARTITION HEADER NAIL LVL'S TOGETHER FOjLD DI1N 3/4ARXI ION HEADER11 - _- - SIMPSON A35 OR EQUAL AT - - SIMPSON A35 OR EQUAL AT (4)- 1 3/4' X 11 1/4' L V' W/ 16d NAILS AT LVL W/ 2x6 BLOCKING �- 16' D.C, NAILED TO STUD 16 O,C, NAILED TO STUD 2x6 CONTINUOUS -- -- _ W/ 2x6 BLOCKING AT 48' D.0 12' Of, STAGGERED AT 48' D.C. AND TOP OF 2x6 LEDGER AND TOP OF 2 - -- x6 LEDGER - `�- OF FOLDING PARTITION -- OF FOLDING PARTITION — -- Z (2)- LAYERS SUBFLOOR -- (2)- LAYERS SUBFLOOR (2)- LAYERS SUBFLOOR---- / 1/2' SHEATHING CONT,----- a U CONT, 2x6 LEDGER NAILED - CONT. 2x6 LEDGER NAILED 2x6 FRAMING, SEE- PLAN _VIEW SEE �n l❑ EACH STUD W/ C2)- TO EACH STUD W/ (2)- FRAMING PLAN FOR �� — i ALSO - 2x6 WALK-WAY FRAMING PLAN VIEW W o lOd NAILS AT 4' D.C. - - lOd NAILS AT 4' O.C. SPACING ��� --" 1/2' SHEATHING CONT. - C/A--14 - C� ELEVATI❑N ELEVAI"ION - T \� / 2x4 X 1'-6' PLATE ON- ELEVATION - - 108'-0' -- - ^ - ELEVATION -SEE. ALSO C/A-14-- y �.�' 2x4 TOP PLATES -� 10$'-0' � 10$'-01 � -- 2x6 AT 16' D.C, W/ SIMPS❑N - 2x6 FRAMING (SEE FRAMING �I i ELEVATION �- ELEVATION \I U26 OR EQUAL AT EACH -� _\ FLAN FOR SPACING) W/ - 108 -1 1/2 108'_1 1/2 - 7 JOIST SIMPSON 1J26 OR EQUAL AT 2x4 AT 6' D.C. 1 ❑.C. STUD (2)- 2x10 S (CUT TO -- -- E- EACH JOIST WALL %rr_ - 8 1/2') BELOW FOLDING - (2)- 2x10'S (CUT TO 8 1/2')-____ \1��rl 2x6 S❑LID BLOCKING PARTITION HEADER IN 2x6 BELOW FOLDING PARTITION <, �- 2x8 SOLID BLOCKING 1 WALL W/ 2x6 STUD EAC - HIDER IN 2x4 WALL W/ SIDE STUD EACH SIDE ELEVATION NOTES SEF_ ALSO D/A-14 SESECTIONSECTION NOTE: SEE ALSO D/A-14 ELEVATION -- - -- SECTION A -25 SECTION S-7 S-8 SECTION DETAIL DETAIL S � 5 SCALE, V = 1'-0' (-1 SCALES V = V-0' B A-25 SCALE: 1' 1'-0' C 1'-- D - = SCALES 3/4' = 0' SCALES 3/4' = 1'-0" NORTH DAKOTA, 11065 LRS O 9;+-0057 5 4 3 OF 87 5 IF THIS DOCUMENT IS LESS l i m TI 1TTTTIT II TTYI iTTT? � �i 7LEGIBLE THAN 'PHIS NOTATION, -- - 6 II1� T ��llI IST 30 1995 I1 IS DUE TO `IHE QUAL1 ] Y Ol'' - ---� I __ 10 11. 1 AUGUST 1 No.36 THE ORIGINAL DOCUMEN'P. -- - -- - -- — -- -- -- - - - — --- -- _ __._..._ E 87 8Z LZ 9 til �Z li� Z TZ E 18T � TLT8t �T T �ET Z�T TT i 8 L 9 9 E IiN�IIII !' II lilllllll ILIIIIIII ILIIIIII I ILII, ILII I III ""II II�J ILII VIII �� �� 1 1 II11I111111111.11111111 III1111 IIII1111 VIII �I Illlif�1IIIIlUl11111I111u11111W , ILII IINIII Ia�lJllllllllllllll f I U' A iZA-R P x 6 STUD WALL -0' -0' -U' 2'-0' 2'-0 2'-0' 2'-0 2'-0' 2'-0' 2' 1 3/4 X 7 1/4LVL WALL 2x8 AT RIDGE---. _ _ --- — - BEAM B- 1 AND B-2 BEAM - - 2x6 LEDGER-- CONNECT TO BEAM I I (2)- Px6 RIDG - ----_ 2x6 LEDGER- CONNECT TO BEAM - — W/ (2) #10 x 4' WOOD SCREWS __ _ LI_ NJ (2)__ TR_ BLOCKING. SEE 1 2x8 CONT,-,, ¢ � - - AT 12' O.C., 4' APART W/ (2) #10 x 4' WOOD SCREWS' -- D/S-7 PLATE, SEE y �- AT 12' O.C., 4' APART R/S 7 SIM. 2x6 AT 16' O.C, ATTIC - ---- - 2x6 AT 16' D.C. ATTIC = PLAN VIEW WALK-WAY FRAMING p � (2>-- 2x6 — 1 ___—____.__ _ _ -- WALK-WAY FRAMING . LAN VIEW _ SEE NOTE 2 1 3/4' X 7 1/4' LVL WALL 1 3/4' X 7 l/4' LVL WALL SHEET S-4 � �-,� ��, "� 2x8 PLATE ON TDP OF BEAM 2x6 PLATE ON TOP OF BEA — _ TR-1 AT 2.1' D.C. irl (UNLESS NOTED OTHERWISE t /�— ATTIC WALK-WAY FRAMING ATTIC WALK-WAY FRAMIN \ A ❑F FOLDING----- -� OF FOLDING I � �� PARTITION, SEE 2x6 — EDGE ❑F -- BEhM B-1 AND B-2 BEAM B-1-- -- v, A/A-15 & F/A-15 PARTITION (BELOW II li II I I FASCIA A_8 MAIN ROOF _--_ _ - - (� OF OVERBUILD jl II j - - - - -- FRAMING), SEE - A SEE D/A-8 14,_0 ELE PATI❑N ELEVATION o B/A-15 & F/A-15 00 / III III I --- A-5 -- 108'-0' 10E'-U' Y - - -- --- - `-' c�w �� II I --I �'� ---- SIMPSON ACE4 DR EQUAL SIMPSON ACE4 ❑R EQUAL - (2>- 2x10 AT BOTH SIDES BOTH SIDES _�' � Lj 2x8 L;❑NT, � ---I - _ PLATE. SEE j II 4--tF RIDGE 1 - � ,y zr R/S-7 II I Ilj 11 II I NOTE_ I- JOIST FRAMING BELOW - _� 1 /i - '-� Ln —_ _ _ I MECHANICAL LOUVERED DORMER �- (2)- 1 3/4' X 7 1/4' LVL'S (2)- 1 3/4' X 7 1/4' LVL'S----- -: 11 it II II II II (2) TR 2— I IS NOT SHOWN FOR CLARITY ELEVATION r ELEVATION ATTIC ACCESS-- I I I I BELOW BEAM, SPIKE TOGETHER BELOW BEAM, SPIKE TOGETHER rtJ DOOR TO ATTIC i II I II I I II OF FOLDIN - I = o I1 11 I _ , _ DORMER FRAMING PLAN 4 DETAIL S-5 DETAIL S SPACE IN j PARTITION, SEE I c_ TR-1'S, SEE I I III III I I D/A 15 & F, A 15 I B C D E/A-27 I I I I I HOr pR.�wH To -�_ArE A-8 SCALE: 3/4' = i'-0' S-7 ' SCALE, 3/4 = 1'-0 oc N 2x6 COLLAR TIE --- t �, jl II I j (3)-2x6 CONT. STRU I j� - �) II II II II Ij AT ROOF SHEATHING BELOW SEE R/S-7 I I SEE C/S-8 2x6 �— 2x4 NAILER SEE G/S-6 16' I-JOIST AT 24' D.C. -,-- � 2x6 STUD WALL— - 5 1/2' ((4) PLACES) -- - 1 STUD14. - �- 12 � Ij j� II 1 II II I ill I j jl 111 I II II Ij IjkB USSED - 1 WALL II %- BEAM B-3 SEE H/S-6 II ROOF SHEATHING - ----- 5 3/8 F --- - I I L OCKING _ BEAM 8 3 -- -- --- F - - -,INC I i E G/S-7 SEC, 7/8' X 5 1/2' X V-6 3/8'—� w cr II IIN it II II II II II 11 II I - _/ SHEATHING SPACER BETWEEN w w 3 7/8 X 5 1/2 X 1 -6 3/$ SHE •2 WALL C BEAM AND STUD SHEATHING SPACER BETWEEN � 4'ATTIC ACCESS DOOR I � BEAM AND STUD 2x6 STUD WALL (EXTERIOR -----� EDGE -- J �,TYP / FROM ATTIC WALK- I I ELEVATION N I A G _ H BEAF ING WALL) - H 109 -7 7/8 � N •LING / - WAY TO ATTIC I I I PLAN VIEW S-6 S-6 2x6 STUD WALL (ELEV. AT TOP PLAN VIEW T I 1 S-7 1 — OF PLATES 108'-0'> S-6 ^- BEAM B-3 SPACE IN TR-4'S II - I 11 SEE 1)/A-27 I li I I I I - BEAM B-3 -- /TFBEAM B-7 11-10 1/P'- l'-6 2'-7 1/2 2'-0' BEAM B-3 2x4 LEDGER NAILED TO EACI I �\ _ STUD, MATCH SLOPE W/ I-JOIST - - BEAM B-7 I I I I --- 16' I-JOIST AT 24' D.C. SEE - I I H/S-6 I it j j Q Q - II — I SIMPSON CS150 TO FAR SIDE 2x6 STUD WALL 16` I-JOIST AT 24' O.C. ' ' �I�I " OF BEAM SEE DETAIL M/S--9 IIIL 11 ELEVATION -� S -6 TYP I 16 I-JOIST AT �4 O.C. �1 � � `' - r1 j 108'-1 1/2 (UNLESS NOTED OTHERWISE) / I I I _ I I (UNLESS NOTED O I HERWISE) (IIInil ELEVATION ELEVATION ---- I I - T L1� 108'-1 1/2' 108' -1 1/2` - - Ij / Ij I I I iT I lU8 ELEVATION -- — SHE SIMPSON LPC6 OR EQUAL, BOTH SIMPSON H2.5 OR EQUAL I - SIMPSON LPC6 OR EQUAL--- SIDES BOTH SIDES BOTH SIDES (�> 2x6 RIDGE jl II II \ WALL 'C' \ _ BLOCKING, SEE , o — E/S_7 jl II — — I ��-- (2)- 2x6'S BELOW BEAM. SPIKE (2)- 2x6'S BELOW BEAM. ---� ' (2) SIMPSON CS150 _ II jl II II -- TRUSSED 1 I SECTION TOGETHER SPIKE TOGETHER ELEVATION STRAPS W/ (13) 8d (2) 2x6'S BELOW BEAM---' Q ¢ F-- j I I I BLOCKING n, II II II Ij i SPIKE TOGETHER W SEE J/S-7 F- - NAILS EA. END PER _ LJ IT DETAIL STRAP T❑ BEAM B-3 SECTION II II I I - II -- SEE NOTE 16 II II II II DETAIL S-5 S-5 AND WALL PLATES, FILL S-5 t`- 1 I — SHEET S-4 SCALES 3/4' = 1'-0' E SCALE1 3/4' = 1'-0' F S-8 EVERY OTHER NAIL HOLE SCALE: V = 1'--0' V CLAW C� I II I� - II II IN A ROW. II 11 II II I1 it I� II I1 I I I I I 2 x 6 AT 16' O.C. AT TIC— I I I I I 11 II 11 I II _ WALK-WAY FRAMING ]C Ij I II II 11 P TYP I I I I i ROOF SHEATHING- 12 SF- Q S-6 5 3/8 BEAM B-4 W/ 3/8 SHEATHING— II II— II II II II 16' 1- JOIST AT 24' D.C. ON ONE SIDE I I I I W/ WEB STIFFENER BY 2x6 AT 16' O,C, STUD WALL 16d NAILS MANUFACTURER - \ 2x6 AT 16' Q,C. STUD WALL ON TOP OF BEAM AT 12 D.C. OPP M FRUSSED ELEVATION NAILING BLOCKING _ s- /BEAM B-3 BELOW 109 7 7/8 — 2x4 AT 16 D.C. STUD WALT_ - (2)- LAYERS SUBFLDOR- �-�� O SEE E/S-6 & F/S-6 -- PLAN VIEW W—� BEAM B-6-- SEE H/S--7 0 NT. K 2x6 BEAM B-3, 3 1/8' X 18 3/8' S-6 �-- (3) 2x6 FROM LJ14--. CC � � -- BEAM B-6 ��, 2;:5 AT 16 ❑,C, STUD WALL Ln �, -TT-_ FASCIA. GLU- L_AM (CUT FROM 3 1/8' X �� �]N TDP ❑F BEAM -� BEAM B-7 BEAM B-4 W/ 3/8' SHEATHING ��� 0 Q N (2)_ (2)- TR-4 STEEL FRAME = SEE 2]' GI_U-LAM` SHAPE TOP OF ABOVE- SEE ON ONE SIDE _ TR-5 r SEE E/S-9 (`)- TR-`' A/A-9 Q/S-6 Ln BEAM T❑ MATCH ROOF SLOPE ATTIC WALK--WAY FRAMIN _ (� BLOCKIN CONT, - I - SIMPSON O� C SEE K/S-- _ liv ! IL 2x6 ELEVATION BEAM B-4 _ FASCIA, 1108'-1 1/2' A35 Q a rELEVATION �� i 108 VO TION SEE l 108'-0' I , — �-� 2x6— - — ; H.iA-9 SIMPSQN LSSUI35 DR EQUAL AT - _-- d� E— N TYP N B N — SOLID CONT. 2x6 SIMPSON ACE6 OR EQUAL (FAR— SIMPSON U26 OR EQUAL AT-- 2x6- �_ � q � EACH I-JOIST � / EACH 2x6 JOIST 6 S A_7 S-9 BLOCKING FASCIA SIDE) (2)- 2x6 AT / SEE F/S-'7 SEE E/A-10 i �� _ -- 2x6 AT 1 D.C.---- RIDGE •C.-- _ _ RIDGE 2x6 AT 24' O,C, (UNLESS NOTED OTHERWISE) (3)- 2x6'S W/ (2>- 1/2' SHCATHINf -� _j SEE NOTE 11, SHEET S-4 -- SPACERS BELOW BEAM, SPIKE CLEVATIDN TOGETHER Q ENLARGED OVERBUILD FRAMING PLAN _SECTION r DETAIL SECTION A A-5 A 7 S-` S-5 S-5 Q SCALE: 1/4' = 1'-0' SCALE, V = 1'-0' SCALES 3/4' 1'-0' SCALE, 1' = V-0' (2) SIMPSON MTS12 TO PLATE — ----�� - Q --_ BEAM B-6. (3)- 1 3/4' X Q -- 1 3/4' X 5 1/2' LVL AT 16' O.C, - - II - _ 7 1/4' LVL W/ 1/4' SHEATHING 2x6 STUD WALL_ BELOW --- --- 2x4 STUD WALL BELOW ROOF SHEATHING- 12 _ , - SPACER, SPIKE TOGETHER 16' I-JDIST AT 24' U.C. --- - - 5 3/8 -- - BEAM 8--6. (3)- 1 3/4' X ----- _�-- BEAM B--7. (3) - 1 3/4° X � 16' I-JOIST AT 24' ❑.C. - �- 1 3/4' X 7 1/4' LVL AT 16' 7 1/4' LVL W/ 1/4' SHEATHING ----- 7 1/4' LVL Wi 1/4' SHEATHING -- -- - I - W/ WE STIFFENERS BY -� ❑,C, STUD WALL OF BEAM B-S - I I � SPACER. SPIKE TOGETHER � SPACER, SPIKE TOGETHER _ �D MANUFACTURER 1 3/4' X 5 1/2' LVL AT 16' O.C. EDGE -- — (1) FULL HT, STUD EA, SIDE OF - "--- - n, ELEVATI!?N -c- ---� 2x6 STUD WALL -- - 2x6 STUD WALL AB❑VF_ BEAM t� BEAM W/ (4) 16d NAILS TO BEAM / B-4 SEE DETAIL J/S-6 1 119'-6' NAIL ING PLAN VIEW M 2x6 PLA1 E ❑N TOP OF BEAM 2x6 PLATE ON TOP OF BEAMPLAN - - - 2x6 STUD WALL Q U S--6 PLAN VIEW VIEW � NAIL TO BEAM W/ 10d PLAN VIEW 2x6 PLATE ON TOP OF' BEAM o BEAM B-5, 'I 1/8' X 19 13/161-- --- /� BEAM B-5 -- --_ -- - �,- NAIL TO BEAM W/ lOd NAILS NAILS AT 6' O.C. NAIL TO BEAM W/ 10d NAILS W GLU-�.AM (C�:T FROM 3 ]/8' X � AT 6' O.C. STAGGERED STAGGERED AT 6' O.C. STAGGERED � 16' I-JOIST AT 24' O.C.---�__ c_1 t _L,-LAM) SHAPE TOP ❑F \ .� W/ SIMPS❑N LSUI35 OR -��� I SII BEAM TO MATCH ROOF SLOPE I "� EQUAL AT EACH I-JOIST III � _ BEAM B-6 � - - BEAM B-7 -- BEAM B-6 AT BEAM B-5 - - - 11�-- - -- - - �' � ELEVATION I rlIL7� VATION ELEVATION ELEVATION_] Ei_EVAT1f1N I -7 1/4' 117'-7 1/4' - —_ 117'-7 1/4' E- 117'-10 3/16' -__ - - - _ _ r r� - ---"— SIMPSQN ACE4 0R EQUAL SIMPSQN ACE4 nR EQUAL— - '�-- _ SIMPSQN ACE4 OR EQUAL o SIMPSON H2.5 DR EQUAL ---�-- --- BOTH SIDES BOTH SIDES /' �\\ BOTH SIDES BOTH SIr)r_:S SIMPSQN LSUI35 OR EQUAL AT - - --_� / EACH I-JOIST (3)-- 1 3/4' X 7 1/4' LVL BELOW (3)- 2x6'S BELOW BEAM, — - ----� \� - (3)- 2x6'S BELOW BEAM. (3)- 1 3/4' X 5 1/2' LVI_'S BELOW--- ELEVATION ELEVATION BEAM W/ 1/4' SHEATHING SPACER SPIKE TOGETHER ELEVATION ELEVATION SPIKE TOGETHER BEAM ELEVATION-- SPIKE TOGETHER DETAIL SECTION DETAIL DETAIL DETAILS - 6 SCALES 3/4' = 1'-0' _(:L) ,,--4 S_8 SCALES 1' _ ]`-0'__(M N % P Q SCALE, 3/4' = 1'-0' SCALE, 3, 4' = 1'-0' SCALE 3, 4' = 1'-0` NMII DAKOTA, 1,ocs � � � 4 5 COPYRIGHT LRS 1 BUP 93-0057 54 OF 87 T�T T�1 ,yyy..+�M..,,±4y. +i!y,by: .'q -..a , ...Kwyy+r;���:.. ... ...........M,m. . .,..,.,....».,.w..,_. «.,_-. .,.....,.,,,ter «..,.,.,._......,..�....,.....n...,.w....r,.......,n....w.....w....... IF THIS DOCUMENT IS LESS 1 F5L7 T� P77M4 F�TTITT111T TP111 Tl I T 1 L 1 I 1995 LEGIBLE THAN THIS N07'A'1'ION, - - -I-� J -- 6 7 g . 0 I 11� 12 AUGUST 30 �_ rr � I'1' IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. E iZ8t GT 8t Si 1St Ei _ ZT tT i� 6 G 9 9 £ Z T� u� , � "•'Y"'"'`""'�! IIII IIIIIuII 111111 I IIII�IIII�I I � I �Iil�ll IIII � III�IIIIIIII�I11111111�1IIII I1�11111111 of I 1 �IIII�III,�IIII1111�11i1� IIIiiI ,III IIIIIIIIIIIIIIIIII�I IIII►u�1111111ll�1 ���r l , (►11111.11 IIIIIIII Ill III�1JlllllUllllll 1111 SIMPSON A35 OR EQUAL, BL.11 SIDES [IFOF BEAM - - (3)-- 1 3/4' X ? 1/4' LVL'S BELOW 2x4 AT 16' O.C. SEE A/A--14 _ �/ BEAM, SPIKE T❑GETHER - � �-------- (2)- ? 6 RIDGE BLOCKING;------- , �- (2) 2x6 RIDGE BLOCKING, - 1 LOCKING, - / 1 3/4' X 7 1/4' LVL AT 16' O.C- _ __ NAIL TOGETHER W/ 1601 / NAIL TOGETHER W/ 1601 i r BEAM B-7. (3)- 1 3/4' X 7 1/4 NAILS AT 6' D.C. - STAGGER • _ NAILS AT 6 D.C. - STAGGER LVL'S W/ 1/4' SHEATHING SPACER, � __.----- BEAM B-8 SPIKE TOGETHER -- - - LVL BL❑CKINCr------- --�_ — EDGE NAILING EDGE NAILING I-JOIST AND TR-1 BEYOND ----� ---�-- 3/4' PLYWOOD CONT, -- — - - - tk- 1I I I I i l C 2x6 PLATE ON TOP ❑F- BEAM -- - - I ELEVATION FIA�'- VATION - _ FRAMING Ff�R FOLDING PHRTITIOI`� � 128"-8 5/8' 8 5i 8' ; NAIL Tp BEAM X41 IOd NAILS PLAN VIEW AT 6' D.C. STAGGE=RED ----- SEE J//P.--14 \\ 10' I _ 1'-2' - -- - - -- OF FOLDING PARTITION, SEE ROOF SHEATHING ROOF SHEATHING BEAM B-7 -1 ALSO A/A-14 AND J/A-14 BEAM B-8 (2 REQUIRED------__-_ I 1 3!4' X 7 1/4' LVL CRIPPLE - -'�`-' � -- -� WALL BETWEEN TR-1'S Wi (3)- I -- BEAM B-8 2x4 BLOCKING--­---. i TRUSS TDP CHORD TRUSS TOP CHORD - LVL'S BELOW BEAM, SPIKE TOGETHER ELEVATION ,\ (3)- 1 3 P4' X 7 1/4' LVL'S BELOW 109'-1 3/8'� FUL17-'�7 ATIONBE M S IKE TOGETHERJL 1:4' , �- - � TR-4 AT 24' D.C. o \ LVL BLOCKING---------- TR-1 AT 24' D.C.DC � '* 1 /4' X e -^ SIMPSON H2,5 OR EQUAL LIN BOTH SIMPS❑N H2,5 ~ �' DES D EACH BEAM OR EQUAL ON �, �� 1/4 LVL STUDS ELEVAl"ION o AT 16' D.C. INTERIOR / I 108'-0' BOTH SIDES OF w o� BEARING WALL (2) 2x8 Bl-OCKING --� I \�- 1 3/4' X 7 1/4' LVL'S AT 16' D.C. -T EACH BEAM w W/ (2) 1601 NAILS I .-- ELEV TI17N TO TRUSS END MEMBER I 2x6 AT 16' O.C, STUD WALL 2x6 ATTIC WALK-WAY FRAMIN&---- Ar- (3)- 1 3/4' X - -" �`---- ----- �� 116'-0' �_ EA, END SEE B/S-5 7 1/4' LVL'S SECTION 'SECTION - BEAM B-2 BELOW, SEE C/S-6 BELOW EACH - - PLAN � PLAN f ELEVATION --- --- --- _ 'nETAIL - (3> 2x8 DETAIL SECTION BEAM BLOCKING AT RIDGE BLOCKING AT RIDGE A S-6 TOP R S 3-5 A-14 D S-4 S-6 S-6 S-11 �'j w _ALE; 3;4' = 1'-0' SCALE, 3/4' = 1'-0' B A-14 SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'-0' S -9 S-10 SCALE: 3/4' = 1'-0' E A-10 �� S-12 A-10 ROOF SHEATHING W/ lOd NAILS -_ AT 4' D.C. INTO TRUSSED 2'-O' NAIL EACH TR-1 TO VERTICAL MEMBER OF TRUSSED 2'-0' CD 0-1 BLOCKING AND 2x4 BLOCKING __-- --""- ROOF SHEATHING W/ 2x4 BL❑EKING CLAID FLA / AND TJI BLOCKING BLACKING W/ (2)- 1001 NAILS AND NAIL TRUSSED (4) 1601 NAILS NAIL EACH TR-4 TO VERTICAL MEMBER OF TRUSSED o W/ (2)- SIMPSON Z2 DR BLOCKING TO TOP PLATE W/ (2)- 10d NAILS I-JOIST TO 10d NAILS AT 4' O.C. BLOCKING W/ (2)- 106 NAILS AND NAIL TRUSSED EQUAL CLIPS, SPACING TO - --- OPEN AREA - PLATE- TYP INTO TRUSSED BLOCKING BLOCKING TO TDP PLATE W/ (2)- 1001 NAILS BE EVERY THIRD SPACE ELEVATION �. — TR-1 A T 24 O.C, AND 2x4 BLOCKING -- 10d NAILS AT 4' ❑.C. 119'-6 1/4' _ - - — TJI BLOCKING (NOT SHOWN V _-- w INELEVATIONELEVATI❑N FOR E LEVATION TR-4 AT 24 D.C. r, � WALL PLATES /� ROOF JOIST OR I R CLARITY) h 4 15/16' / J ac N � -- / TRUSSED RAFTER PRE FABRICATED TRUSSED -- -- — • -- - 16' I-JOIST AT 24' D.C. �x4 BLOCKING (LAID BL❑EKING AT 48 O.C. I - PRE-FABRICATED TRU`'SED- SHAPE TDP TO MATCH RO❑. W/ WEB STIFFENERS BY I - _ N MANUFACTURER BLOCKING AT 48' D.C. FLAT) AT 48 D.C. W/ I I SLOPE. ALL. MEMBERS OF \ (4) 1601 - 2x4 BLOCKING (LAID -- ROOF SLOPE,SHAPE TOP MATCH SIMPSON Z2 CLIP CR I - � TRUSSED BLOCKING ARE 2x4'S _ NAILS I- 1 � EQUAL AT EACH END I L 2x4 AT 16' D.C. JOIST T❑ Fl_AT) AT 48' D.C. W/ MEMBERS OF TRUSSED ❑F BLOCKING —� CRIPPLE WALL W/ JOTS SIMPSON Z2 CLIP OR I BLOCKING ARE 2x4'S BEVELED PLATE_ TO TRUSS- EQUAL AT EACH END OF I ELEVATION 2x6 BLOCKING Al 48' L :zo SUPPORT I-JOIST (NOT TYP, BLOCKING i 118'-4' L_ - O.C. NAIL TO TOP ZSIMPSON A35 OR EQUAL COMPLETELY SHOWN IN - L-4 BLOCKING AT 48 - PLATE W/ (2)- 10d ELEVATION FOR CLARITY) I Q.C. NAIL TO TOP PLATE I --� AT 8' O.C. FRAMING ANCHORS, NAIL TO �x SOLID FULL HEIGHT o I SIMPSON A35 OR J❑IST OR TRUSSED RAFTER AND BLOCKING. SHAPE TOP � ELEVATION W/ (2)- 1Od AT 8' D.C. \ _ EQUAL AT TR-5 TR-5 AT 24' O.C. WALL PLATE THEN T'❑ BLOCKING TO MATCH RODE SLOPE � 116'-0' — - TRUSSED RAFTER v� TOENAIL AI WALL PRATE -�- l—,� - - ELEVATION SECTION W/ 1601 NAILS AT 4' O.C. ---- 1 3/4' X 7 1/4' LVL STUDS SIMPSON H1 OR EQUAL � 1 AT 16' D.C, W/ (3)- 2x8 TOP SIMPSON H1 OR EQUAL pp FRAMING ANCHOR, NAIL __J L PLATES SECTION AT EACH TR-4 TRUSSED Q� z S O L ID B L O C K I N G SECTION TO WALL PLATE AND TRUSS ELEVATI❑N RAFTER Q w SECTION ANCHORING DETAIL S-4 S-6 s-11 TRUSSED BLOCKING AT TR - 1 &--14,� S-6 S-10 TRUSSED BLOCKING AT TR - 4 S S-11 SCALES 3/4' = 1'-0' E 5-12 A-9 A-10 SCALE1 3/4'' = 1'-0' - A-10 H C U � ~ A-29 SCALE, 3/4 = 1 0 A-7 WL (� LLj -c -- ROOF SHEATHING 2'-0' � � r- ROOF SHEATHING Q F--- 1001 SHEATHING W/ NAIL EACH TR-4 T❑ VERTICAL MEMBER OF TRUSSED - ROOF SHEATHING W/ 2 0 12 16' I-JOIST AT 24' D.C. 0 1001 NAILS AT 4' D.C. — 12 16' I-JOIST AT 24' D.C. BLOCKING W/ (2)- lOd NAILS AND NAIL TRUSSED lOd NAILS AT 4' O.C. W/ WEB STIFFENERS BY W/ WEB STIFFENERS BY S Q INTO TRUSSED BLOCKING BLOCKING TO TOP PLATE W/ (2)- 1001 NAILS INTO 2x4 BLOCKING 3/8 MANUFACTURER 5 3/8 MANUFACTURER ~ AND 2x4 BLOCKING EDGE ___ c� I-JOIST BLOCKING AT 24' D.C. L��� / � �- 2x4 BLOCKING (LAID - NAILING SDGE � I-JOIST BLOCKING AT 24 D.0 �_ _ ELEVATION - - TR-4 AT 24 D.C, / FLAT) AT 24 D.C. W/ NAILING r G_= ~" 120'-4 15/16' — SIMPSDN Z2 CLIP OR - ADD FILLER BLOCK BETWEEN /-- ADD FILLER BLOCK BETWEEN �,E--�� Q EQUAL AT EACH END \ I -JOIST AND NAIL I-JOIST TO- \ I-JOIST AND NAIL I-JOIST �-- PRE-FABRICATED TRUSSED - __ �i 2x4 BLOCKING (LAID - ❑F BLOCKING GETHER W/ C6)-� 1001 NAILS TOGETHER W/ C6)- 1001 NAILS w "� • (3 FROM EACH SIDE) (3 FROM EACH SIDE) BLOCKING AT 48' O.C. FLAT) AT 48 O.C. W/ \ � SHAPE TOP T❑ MATCH SIMPSON Z2 CLIP OR I I I - 2x6 BLOCKING AT 24' W<� 3 ROOF SLOPE, ALL ✓ 16U NAILS AT 6 O.C. \� 16d NAILS AT 6' O.C, (� EQUA!_ AT EACH END I I O.C. NAIL TO TOP `� (STAGGERED) �— �--i MEMBERS OF TRUSSED OF BLOCKING PLATE W/ (2)- 1001 STAGGERED) z BLOCKING ARE 2x4'S I I � \ ' II AT 8 D.C. \\ SHAPED 2x8 PLATE \ // SHAPED 2x6 PLATE � F,58 2x6 BLOCKING AT 48' I I /�- s p C7 No VATION a/118'-4' - -- O.C. NAIL T❑ TOP -1 1/2' I,� r , ELEVATION ELEVATION -- 117'-10 3/16' 117'-10 3/16' L � - -�--_+ _ PLATE W/ (2)- 1001 -- - - AT 8' 0.C. - - / - 2x6 AT 24 D.C. NAIL TO TR-`) r 24 0.C. (2) 2x8 TOP PLATES / E (2) 2x6 TOP PLATES ~- 1- -_ TR-4 W/ (5)- 1001 NAILS ELEVATION SIMPSON H1 OR EQUAL --- SIMPSON H1 OR EQUAL SIMPSON -- 1 3/4' X 7 1/4' LVL AT SIMPSON� ------ 1 3/4' X 5 1/2' LVL AT SECTION AT EACH TR-4 TRUSSED H2,5 ❑R H2,5 OR -� AT EACH TR-5 TRUSSED 16 D.C. 16' 0.C. --+ RAFTER SECTION SECTION RAFTER ELEVATION EQUAL AT EQUAL AT Q 24' D.C. 24' D.C. LLJ ►- TRUSSED BLOCKING AT TR - 4 _(: S-6 5-11 BLOCKING AT TE—:S S-6 S-11 DETAIL. S-4 DETAIL S-4 SCALES 3/4' = 1'-0' S'ALE: 3/4' = 1'-0' K A-9 L �� SCALES 1 1/2 = 1 0 SCALE1 1 1/2 = 1 -0 A-10 � Q EDGE NAILING - ROOF SHEATHING -- -- � -- - ROOF SHEATHING E- Q 2x6 COLLAR TIE NAIL CONT. 2x12 TO TRUSS ---� NAIL CUNT, 1 3/4' X 16' -- LVL 4WALL7 114° W/ (4) 1601 EA. �- / — -- (2)- 2x6 RTDGE BLOCKING, TOP CHORD W/ (2)-- 1601 AT LVL TO TOP AND BOTTOM END SEE A/S-6 __• ! _ NAIL TOGETHER W/ 16d 6' D.C. AND (2)- 16D AT �. �\ FLANGE W/ 1601 NAILS AT NAILS AT 6' D.C. - STAGGER EACH TRUSS WEB �__ _ -- 2x8 PLATE - • • _ 8 O.C. _ 2x6'S AT 24' U.C. /- SIMPSON 1J210 OR EQUAL - \ �. - -� SIMPSON A35 --- EDGE NAILING �n h - -_� SIMPSON U210 OR EQUAL -- ��_ -_ SIMPSON MST27 OR EQUAL Q _ OR EQUAL AT i�-- o W/ (15)- 16d NAILS EACH AT EACH 2x12 AT EACH 2x12 - (2)- 2x1O'S EACH 2x6 ci) END ''xl2'S AT 24' O.C. (UNLESS 2x12'3 AT 24' ❑,C, (UNLESS - - 3- JOIST / TRUSSED \��� m g NOTED OTHERWISE) SEE NOTED OTHERWISE) SEE - 2x8 PLATE - -- - - - RAFTERS ,r, ROOF FRAMING PLAN ON ROOF FRAMING PLAN ON a DR I-JOIST (3)- 2x6 CONT, STRUT AT SHEET S-4 FOR SPACING SHEET S-4 FOR SPACING -�' ROOF SHEATHING, NAIL OPENING FOR MECH. - SHEATHING T❑ STRUT W/ DUCT, SEE MECH. DWGS, 1001 AT 4' D.C. - STAGGER % --_ _ FOR SIZE & ELEVATION - - -- / CONT, 2x12 — CONT, 1 3/4' X 16' LVL - — - 4X8 VALLEY PLATE, NAIL SPLICE MIN, 4'-0' APART. Gs� 2x8 PLA TE -- / - T NAIL EACH 2x6 TO THE E~ as (2)- TR-1 TRUSSED RAFTERS -- i TO EACH . RUSS ❑R I- JOIST W/ (3)- 16d NAILS ADJACENT 2x6 W/ Q ELEVATION I I � 10d NAILS AT 8' O.C. SECTION 16' I-JOIST ---------_______ _--_' --- - (2)- 1 3/4' X 7 1/4' - NOTE, SEE MECHANICAL LVL'S 2x4 BLOCKING (LAID FLAT) -- 2x4 BLOCKING BETWEEN NOTE, DRAWINGS FOR DUCT AT 24' O.C. W/ SIMPSON Z2 TRUSSES AT 48' O.C. LOCATION CLIP OR EQUAL AT EACH END DETAIL N S=4 S-12 DETAIL S---4 S-12 DETAIL. (� S-4 SECTION S-6 DETAIL S-8 SCALES I 1/2' = l'-0' A 9 SCALES 1 1/2' = 1'--0 p A-9 SCALE, 3/4' = 1'- 0' "` SCALE, 1 1/2' = 1'-0' R A-5 SCALE, 3/4' = 1'-0' S - 7 NORTII DAKOTA, 11x,65 1 2 3 8UP 93.0057 � � �.UNYKIGHI LRS 55 OF 07 . IF THIS DOCUMENT IS LESS �Trl�l � � I I rr�pI �7p1w 1lTr� 11� �rrlTr �T�T AUGUST nn , LEGIBLE THAN THIS NOTA`I'I`)N, I---�—_I -t _-_ ��- 6 g AUGUST 3Q 977_ i IT IS DUE TO THE QUALITY OF THE ORIGINAL, DOCUMENT. _ gZ gZ GZ 9Z Z Z B �Z T7. �,,qji T 9T 6T Tel 7,T � Ti t 6 G 8 9TIM111111116113111 ,I]II �II� lll111 II 1 Illll 1111111Illy Illli1�lll1llllllII �IIII�llllllll �iu� ul uu u�l lui llai 1111 u � -- - --- -- 16' I-JOIST AT 24' D.C. SEE ROOF FRAMING PLAN ON SHEET S-4 N❑TE; � =` BL❑CK ALL WALL SHEATHING -- 1 3/4' X 5 1/2' LVL AT 16' D.C. S EDGES AT S;-TEAR WALLS, NAIL. NOTE: BLACK ALl". WALL SHEATHING 2x4 BLOCKING BETWEEN----\, -� EDGES AT SHEAR WALLS, NAIL TR-1 TRUSSES AT S-7 W/ 10d AT 12' D.C. AT INTER- - BEAM B-5. SEE L/S-6 AND J/S-8 W/ 10d AT 12' ❑,C. AT INTER- 48' 0.C. MEDIATE SUPPORTS. STAGGER MEDIATE SUPPORTS, STAGGER SHEATHING ON OPPOSITE SIDE ❑F 1 3/4' X 5 1/2' LVL AT 16' O.C. SHEATHING ON OPPOSITE SIDE OF SHEAR WALL SO VERTICAL JOINTS / SHEAR WALL S❑ VERTICAL JOINTS DO NOT ALIGN AT A COMMON STUD, SIMPSON MSTI72 STRAP TIE ORNAIL WALL SHEATHING TO NAIL WALL SHEATHING i�Q DD NOT ALIGN AT A COMMON STUD, EQUAL, SEE J/S.-8 / EACH 2x6 AT SHEAR WAtA_ EACH 2x6 AT SHEAR W/ - j EDGES AND TO EACH TOP EDGES AND TO EACH TOP 1 -8 WIDE X 1 -6 HICK N ___ __ _ _ _ AND BOTTOM PLATE W/ N AND EQTTCM PLATE W/ OPENING IN SHEAR WALL , // 1001 NAILS AT 4' D.C. A25 i0d NAILS AT 4' Of. ^ FOR SUPPLY AIR DUCT. A25 - � -- r'1 LAJ HEADER TOP AND BOTTOM � � _ / 1'--8' WIDE X 2'-4' HIGHS � c3) 2x6 CANT, STRUT Al" ROOF -- ` � , �' -(3)- 2x6 CONT, STRUT AT ROOF - OPENING IN 'SHEAR WALL c ` SHEATHING. STAGGER SPLICES 4 -0 MIN, OF OPENING AND SIDES � SHEATHING. STAGGER SPLICES 4'-0 c = _ FOR SUPPLY AIR DUCT, NAIL SHEATHING TO STRUT W/ 11001 AT 4' 0,C. cHIGH OF OPENING WITH 2x6, I MIN, NAIL SHEATHING TO STRUT I \ 2'-]0' � 2'-10' , ' 1 -Fi WIDE X L --4 ,•., -r HEADER TOP AND BOTTOM NAIL 2x6'S TOGETHER W/ 1601 NAILS _" NAIL- EDGES OF WALL W/ 1001 AT 4' ❑.C, NAIL 2x6's OPENING IN SHEAR WALL SHEATHING AROUND TOGETHER W/ 1601 NAILS AT 4' D.C. I OF OPENING AND SIDES AT 4' O,C. I - FOR SUPPLY AIR DUCT, 00 ❑PENING W/ OF OPENING WITH (10 11001 - - 2x6'S AT 16' D.C. W/ WALL SHEATHING -- - - — 2x6'S AT 16' D.C. W/ WALL SHEATHING HEADER TOP AND BOTTOM �.- AT 4' O.C. - _ - r _ - 2x6, NAIL EDGES OF _ - - S - _ _ ❑F OPENING AND SIDES EACH SIDE, NAIL SHEATHING T❑ STUDS -- � - - EACH SIDE, NAIL SHEATHING T❑ STUDS _ - i - I WALL SHEATHING - - - - �'-10 W/ 1106 AT 4' D.C. AT PANEL EDGES J BOTH SIDES i W/ 11001 AT 4' O.C. AT PANEL EDGES ONAIL EDGES OFWALL AROUND OPENING W/ 10d AT 4 H.C. .o BOTH SiDr.S, I I� I a --- I I SHEATHING AROUND Uj OD 2x6 CEILING FRAMING SEE SHEET S--5 co - 2x6 CEILING FRAMING, SEE SHEET S-5 I OPENING W/ 1001 AT - AND SECTIQN B/S-5 ME 41 11 AND SECTION B/S-5 � 4• D.C. _ -- -� CD __.__.- � - ----- --- - -- - _ - - - --_ _-__- (2)- 2x6 SILL PLATE W,' 5/8' m X -_ ------- -- - — - -- G T � 15' ANCHOR BOLTS AT lE' D.C. T G G T -- (2)-- 2x6 SILL PLATE W/ 5/8' d X -- ------�-- E p eH H 15 ANCHOR BOLTS AT 16 D.C. 4 C,^-2S-2 S-3 S-3 S-2 H H S-3 S-3 NOTE, SHEAR WALL ELEVATION IS S"-3 S-3 NOTE1 SHEAR WALL ELEVATION IS S-3Go LOOKING TOWARDS CHAPEL LOOKING TOWARDS CHAPEL ' SHEAR WALL " A " ELEVATION S-4 S-5 SHEAR WALL " B " ELEVATION -4 S-5 3 SCALE: 1/8' = 1'-0' A A-25 M-1 " SCALE, 1/8 = 1 0 B A-25 M- 1 W f- c a � ac cn� CN,!:� NOTE BLOCK ALL WALL SHEATHING 2x4 BLOCKING BETWEEN-- \ S NOTE: BLOCK ALL WALL SHEATHING 2x4 BLOCKING BETWEEN-- EDGES AT SHEAR WALLS, NAIL TR-1 TRUSSES AT \ S-7 EDGES AT SHEAR WALLS. NAIL TR-1 TRUSSES AT W/ 10d AT 12' O,C, AT INTER- 48' 0.C. - W/ Od AT 48' D.C. \ 1 12 D.C.p.C. AT INTER- MEDIATE SUPPORTS, STAGGER MEDIATE SUPPORTS, STAGGER \ SHEATHING ON OPPOSITE SIDE OF �� SHEATHING ON OPPOSITE SIDE OF SHEAR WALL SO VERTICAL .JOINTS � SHEAR WALL SO VERTICAL JOINTS DO NOT ALIGN AT A COMMON STUD. NAIL WALL SHEATHING TO DO NOT ALIGN AT A COMMON STUD" NAIL WALL SHEATHING TO 1'-2' WIDE X 1'-8' HIG14\ EACH 2x6 AT SHEAR WALT_ EACH 2x6 AT SHEAR WALL � " � EDGES AND T❑ EACH TOP t� CIO- � � '' ` � ,- � ,_ OPENING IN SHEAR WALLURN N A25 EDGES AND TO EACH TOP AND BOTTOM PLATE W/ N AND BOTTOM PLATE W/ �� z FOR SUPPLY AND RET \, lOd NAILS AT 4' D.C. A25 • AIR DUCT, HEADER TOP "� (3)- 2x6 CONT. STRUT ,4T ROOF -J ��� l~ 1001 NAILS AT 4 D.C. Q Q �-- AND BOTTDM OF OPENING SHEATHING, STAGGER '�F LICES 4'-0' MIN, ' (3)- 2x6 CONT, STRUT AT ROOF i .3 c-) W AND SIDES OF OPENING = NAIL 2x6's TOGETHER W/ 1601 NAILS SHEATHING. STAGGER SPLICES 4'-0' MIN, % >-. W WITH 2x6, NAIL EDGES OF AT 4' O,C, NAIL SHEATHING TO STRUT W/ 100i AT AT 4' D.C. ` <1: � WALL SHEATHING AROUND NAIL 2x6'S TOGETHER W/ 16d AT 4' O.C. / Z C1..1W OPENING W/ 10d AT -- 2x6'S AT 16' D.C. W/ WALL SHEATHING 4' D.C. _- EACH SIDE, NAIL SHEATHING TO STUDS - - - - - •� �Q _ _ _ EACH SIDE, NAIL SHEATHING TO STUDS _ _ _ I a o�S ►- <L 6'-3' - - W/ 11001 AT 4' D.C. AT EDGES - - -- - W/ 11001 AT 4' D.C. AT EDGES � BEAM F3-3 I (2) HOLDOWNS EA. G SEE F/S-6 I I II — 2x6 CEILING FRAMING, SEE SHEET S-5 END OF SHEAR WALL_ = o Q O° 7 AND SECTION B/S 5 'D'. (1) HDL-DOWN - 2x6 CEILING FRAMING, SEE SHEET S-5 0 �- q EA, END OF SHEAR AND SECTION B/S -50 �J _ WALL 'E'. SEE _" aoa - - _ _ O Wz f- � G -- - S-3 L Za --- (2)- 2x6 SILL PLATE W/ 5/8' X - -- r / W 0� LLI Z ---� --- (2)- 2x6 SILL PLATE W/ 5/8 m X -�`- Zo H K T H 15' ANCHOR BOLTS AT 16' O.C. dH T K H G T 15' ANCHOR BOLTS AT 16' D.C. A (T/S-2 AT SHEAR � w m =WS-2 S-2 S-2 S-3 S-2 S-3 S-2 H SH3 S-3 WALL 'E') <mmNOTE SHEAR WALL ELEVATION I3 S- 3 NOTE, SHEAR WALL ELEVATION IS m OPP SHEAR WALL 'C' LOOKING TOWARDS CHAPEL 'OPP, J j�� SHEAR WALL C LOOKING TOWARDS CHAPEL t� `O SHEAR WALL " C " ELEVATION SHEAR WALL " D " & " E " ELEVATION 0Ir S-4 S-5 S-6 SCALE 1/8' = 1'-0" A-25 M-1 - " S-4 S-5 \ �>< •-, SCALE, 1/8 = 1 0 1J A-25 M-1 coQ,L Q a� �' a 00 iU m �- '_Q c- JOD nJ Z -j Z Dao 3 � H Q Q / ,► LTJ Li = J 0 LL) CONT, 2x6 FASCIA. SEE --- SHAPE SHAPE PLATE ON HIP BEAM - EDGE NAILING .���`�� �\ HIP BEAM E- C-)A/A-9 1'-0 3/16' ___15 17(-) _ - (3)- 2x6 C❑NT, STRUT AT ��P L� HB-1 SIMPSON LTS1.4 TWIST -- --� 1 5 3/8 — HIP BEAM HB-1 SHAPED PLATE ON TOP j - HIP BEAM HB-1 AND SHEAR WALL 'A' STRAP OR EQUAL - BOTH /�- OF' HIP BEAM HB-1 AND HB-2 - \ SIDES OF HIP BEAM --- SIMPSON LTS14 TWIST STRAP HB-2 1 3/4' X 7 1/4' LVL WALL, OR EQUAL BOTH SIDES OF - I SEE E/A--14 FOR FRAMING I AT TS 4' X 4' X ,250' (6)- 2x6'S AT CORNER -- -� — 12 HIP BEAM II BELOW HIP BEAM SPIKE II COLUMN, SEE P/S-2 FOR ��2 �� \ � Z J 9/16 BASE PLATE DETAIL TOGETHER JI o I , -- O ELEVATI❑N� ____— -- -- TOP OF HIP BEAM HB-1 � � Q U SHAPED 2x6 PLATE ON - I� 108'-11 7/16' AND HB-2 \ 1/2' SIDE R'S W/ (2>-- 5/8' m (2)- 2x6 TOP PLATES. -- -� - — EQUAL AT EACH I-JOIST BOLTS THRU HB-1 & (2)- 5/8 0 \ , SIMPSON LSSUI35 OR '-' -- -- 2x8 FASCIA (CUT TO 5 .J/4 � � W CQ SEE A/A-9 II ON HIGH SIDE ❑F SLOPE) ___` - BOLTS THRU HB-2, WELD SIDE - in Ru IMINIXIX� 1 --- 2x6 BLACKING BETWEEN R S T❑ 3/4 BEARING R - M --• n2 + _ 'LW �W ELF_VATION 2x6 PLATE ❑N (2)- x - - � i 16' I-JOIST � II 1/4�TYP `_ 2x6 TDP PLATES AT --- _ 108'-1 1/2' / �/ _ 16' I-JOIST AT 24' D.C. IP BEAM HB-2 .I - HIP BEAM BEARING. �2 _ _ �, �-- 16' I-JOIST AT 24' D.C. — 4 — HIP B AT TOP IN \� 1� — - 2x6 PLATE / _ W/ WEB STIFFENERS BY 1/4' SIDE R'S W/ (2)- 5/8' � ?» -�% MANUFACTURER BOLTS THRU BEAM B-5. WELD SIDE PLATE = 108'-1 1/2' Doi - — -- -j R'S TO 1/2' BEARING R & 1/2' / - -- (6)- 2x6'S AT CORNER BELOW HIP BEAM HB-1, 6 3/4'�� b j_ HIP BEAM - - -} __ _ NOTE, FOR DETAIL AT N❑TE1 FOR DETAIL AT BEAM B-5 ---- S X 19 1/2' GLU-LAM, SEE ��� BOTTOM FLANGE OF TOP FLANGE OF I--JOIST, SHEET S-11 ,,`� / - - -- - ---- SHAPED 2x6 PLATE ON (2)- SEE G/S-8 2x6 TOP PLATES, SEE A/A-9 I--JOIST, SEE H/S-8 SIMPSON MSTI72 STRAP TIE OR ---- NOTE, SEE ALSO B/A-5, - 1'�5 7!16'- EQUAL. NAILED TO SHEAR WALL STRUT, HIP BEAMS AND BEAM B--5, C/A-5 & D/A-5 CENTER OVER COLUMN NOTE I-JOIST NOT DETAIL _ ,-4 S-11 ELEVATION S-11 DETAIL S-4 DETAIL_ S-4 DETAIL S-2 S-4 CLARITY SCALE. 1' = 1'--0" E A-5 � S � 8 SCALE-1 1' = 1'-U" SC(l El V = 1'-0' S-9 SCALE V 1'-0' H �� S-11 SCALE 1 = 1 -0 NORTH DAKOTA, iiD6-5- 2 3 4 5 T I COPYRIGHT LRS BUP 93.0057 56 OF 67 � * _ T�TjT� �i -STT �p .1. ,..pr.e..wra.w• • I�IWv 'M:.4r n-sk-.:-a�yM•fl11 IF THIS DOCUMENT IS LESS T-71 I ���771 f1f 1 TTT1TjT( I �1l I 1 �r1' I ' �itT� �' I' "r"- " . ,.'. is 199SLEGIBLE THAN THIS NOTATION, 1 ARIL- i �1 II II II 8 . 11, I 1 1 AUGUST 30 -_ I'I' IS DUE TO THE QUALITY OF No.3e ®•mss"'-' i THE ORIGINAL DOCUMENT. --- - - - - - -- - - - -- - E Z 8Z GZ 111191 Z ILII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiili!li 111 Illll ��llllllll� �I ,�- I11111111IIIIIII 1111 I Ilill IIIIIIIII Illlllill lill�lllllllll�ll111�1 �1llu��llll II IIIIIJ �1 l 1 ll�l�llllllllllllll 1111.1111 l 1 (IIIIIIIII U11111111 llllillll1111111111111111111111 ------------ / \\ CLIP 3' X . 3' X 3/16' X 3' LONG "��\ 1 112 --- TS 10' X 2' X .250' N W/ 5/8' m BOLTS TO WALL_ PLATES \ GALVANIZED AT 24' D.C. DLIP ANGLE- SEE A/S-9 • �� 2,-_ I I � ' TS 10' X 2` X ,250 - TS 10 X � X .250' _ 3 X 3 X 1/4 ANGLE � \\\ �� JI I - 'L - TS 5' X -- C GALVANIZED ��- - _ I �� \ I 5' X .250' ELEVATION 3' X 3' X 1/4' X 6' n-- ---- \ ANGLE AT 24' D.C. -~- - - -- ~— HOLES FOR 1/2' m BOLTS - - - - I I GALVANIZED \ � i CLIP ANGLE I I I ANGLE • X 3/8' SEE A/S-9 - AT 32' D.C. SEE A/A-13 I I I A - T S 5' X 5' X .250' J I S-9 3/16 6 -_----.---__ \ I I I B \ - �___ GALVANIZED CONT , _ _ _ i CLIP ANGLE LEGS I 3 1/6 12 GALVANIZED 3' X 3' X \ _ � A S-9 3' X 3' X 1/4' ANGLE A 1/4' ANGLE TYPICAL I I 12 A13 D � - - -- - - - 12 GALVANIZED 5` X 5' X I I S-9 r� \ 3 3/16— '� I 12 9 1/2' I � 3/8' ANGLE TYPICAL 3/16 �' - i 3'--683/16- - 3'-6' SIDES 3/16 6 — i I I I '- I _- GALVANIZED CONT, Y TS 5' X 5' X ,250' I I I `t' NTS NTS NTS 5' X 5' X 3/8' ANGLE I I - " �'a 3116 3 AT 12' O,C. OF HDLES FOR 1/2' m X. TS 10' 2' X .250 - - ----- GALVANIZED --- BOLTS AT 24 ❑.C. \ I 3 - 3' X 3' X 1/4' ANGLE - - - - - ---- -- SYMMETRICAL ABOUT GALVANIZED- a NOTEi SEE ALSO C/A-13 \ I - I _ NOTE1 SEE ALSO C/A-13 CENTERLINE NOTE; SEE ALSO A/A-13 - 5' X 5' X 3/8' ANGLE 12 NTS NTS SECTION A-13 DETAIL DETAIL DETAIL W 10'-4' — - -- HOLES FOR 3/8' m BOLTS CALF l 1/2' = l'-U' A SCALE 1 li 2' = 1'-0' SCALES 1 112' = 1'-0' SCALE 1 1/2' = 1'-U' ~- - NTS ' - AT 24' D,C. SEE B/A-13 1 - - - - TS 6' X 2' X ,250' o OUTSIDE SHAPED PLATE ON HIP BEANS- - (3)-- 2x6 CUNT, BLOCKING AT I-JOIST, SEE ---- 11P BEAM FACE OF WALL STRUT AT SHEAR G/S-8 HB--2 3 0 HIP BEAM HB-2 -- WALL 'A' FELEVATION1 3/4' X 7 1/4' LVL 16' I-J❑IST Z08'-1 1/2' ❑F HOLE S F❑R G I I I I SIMPSDN MSTI72 STRAP- -;� 17 (-) AT 16' ❑.C. WALL, ,\,L-\ AT 24' D.C. �- o� 3 - 112 b BOLT.., AT S-9 TIE OR EQUAL �� �, V-� 5 3/8 EXTEND WALL TO ROOF W �- Q N � _ I ( I T S 6 X 2 X .250 3/16 I �- J v �- 24' D.C. SEE • --�T- I SHEATHING �� ►- co o Q B F B/A-13 1 SEE Q/S-9 I I BEAM B--5--- I �� <2)- 2x6 RIDGE BLOCKING \ SEE D/S-7 S-9 A13 ' S-y C �-- H❑L.ES FOR 5/8' cD BDLTS _ _ - - 1 I I - - - 1;4' SIDE R'S W/ C2)- 5/8' m ---� { �� � �� � A13 `f._--- AT 2.4' O.C. SEE C/A-13 I I ( I BOLTS THRU BEAM B-5, WELD P -NOTE: EDGE NAIL SHEATHING - I I SIDE. P'S TO 1/2' BEARING R. & _ f S-9 i TO EA, STUD BOLTED TO FRAME I i 1/2' SIDE W/ 8d NAILS AT 6' Of,- TYP BOTH TS COLUMNS TS 6' X 2' X .250'--� I I I I ELEVATI❑N AT BEAM B-5 1117'--10 3/16' BEARING / g - ' pPTIDNAL \ I I I ?S 6' X 2' X .250' — I I — �;� TS 5' X 5' X .375' SEE P/S-3 FOR BASE i I I I - .o FIELD WELD 3/1� --�'- - - � COLUMN, SEE Q/S-2 PLATE DETAIL_ I I I I I 3/16 ELEVATI❑N - HIP BEAM BEARING \ P TS 5' X 5' X .25(3'--- I I TS 5" X 5' X .250' I I 117'-7 7;8' AT � ❑F COLUMN FOR BASE PLATE DETAIL S-3 `� 6 1LEVATI❑N ' m-- I I OF HOLES FOR 1/2' 0 I I 1/2' STIFFENER R BELOW BEAM B-5--' 1/2' SIDE R'S W/ 1001-01 OF HOLES FOR 1/2 ----------- -- -- - ---- - BOLTS AT 24' D.C. SEE - BOLTS AT ?4' O.C. SEE I HIP 5/8' (P BOLTS THR.0 HB-2. C/A-13 I I TS 4' X 4' X ,250' COLUMN, SEE E/A-14 BEAM WELD SIDE R'S TO 3/4' C/A-13 I I I I FOR FRAMING AT COLUMN & P/S-2 FOR BASE HB-1 BEARING R (SYMMETRICAL HIP BEAM R DETAIL, L.VL WALL. NOT SHCWN FOR ABOUT RIDGE CENTERLINE) K HB-2 z CLARITY, F--- NTS 1/2' SIDE fF-'S AND 3/4' BEARING RE - SEE E - STEEL FRAME ELEVATION S-3 S-4 S-5 DETAIL SECTION SEE J/s -8 ELEVATION S-8 S-2 S-4 DETAIL I SCALE1 112' = l'-0' E S-6 A-10 A-13 SCALES 1 1/2' = 1'-0' F SCALE 1 1/2' = 1'-0' SCALES 1' = 1'-G' H S-11 SCALE+ 1' = 1'-0' `-� S-11 <>6 (2)- 2x6 RIDGE BLOCKINS--- �¢ SEE D/S-7 SHAPED PLATE FULL HT. WALL- ON HIP BEAM -- FULL_ HT_ WALL 2x6 TIGHT FITTING / SEE- C/A-7 ELEVATION, AT RIDGE r _ SEE C/A-7 BLOCKING DIRECTLY ��_� 2x6 TIGHT FITTING BEHIND STAP, RAYL FOR BEAM END f BLOCKING DIRECTLY TYP, WALL PLATE CONNECTION cv) SEE E/S-6 STAP TO EA, BLOCKING LTJ \ BEHIND STRAP, SED A/A-9 SEGMENT W/ (4) 8 ( d N❑TEi 1 3/4' X 7 1/4' LVL I----- \ NAIL STRAP TO EA. 1- NAILS, I BL(?CKING SEGMENT WALL THAT EXTENDS TO ROOF SHEATHING IS NOT '� I W/ (4) 86 NAILS ► — s- SHOWN FOR CLARITY1 ~ PONY'vJALL _ I -- II � PONYWALL - - - - - - - SEE F/A 13 - I — _ _ _ SEE F/A� 13 --- - - BEAM B-3 ELEVATION HIP BEAM BEARING _ 126'-11 1/8' AT r OF COLUMNI (�_ � !n _ - SIMPS❑N CS150 STRAP W/ C- + SIMPSDN CS150 `_ *..O ' STRAP FAR SIDE W/ � --`- - - - - - - (13) 8d NAILS EA, END TO 112' SIDE ('S W/ (2)- 5/8' 1 \ (3) 2x HEADER ---/ -- - ` WALL PLATES AND HEADER, (13) 8d NAILS EA, END BOLTS THRU HB-2, WELD SIDE ('S T❑ 3/4' BEARING ( SEE F/A-13 I ( (3) 2x HEADER TO BEAM B-3 AND I I FILL EVERY OTHER NAIL HOLE SEE (SYMMETRICAL ABOUT RIDGE I I I IN A ROW, NAIL TO EA. S (UD F/A-13 HEADER, FILL EVERY ~ OTHER NAIL HOLE ~' CENTERLINE) :2) FULL HT. STUDS 1'-1' MIN, W/ (1) 8d IN A W. NAIL NAIL. 1'-1' MIN, f-- HIP BEAM NAIL END OF HEADER I I TYP, FA, HB--r TO STUD W/ (4) lbd END TO EA, STUD W/ (1) TS 5' X 5' X ,375' COLUMN, I I I NAIL SEE R/S-2 FOR BASE PLATE S- TYP I I Rd NAIL, INSTALL 4 I - DOOR ABOVE LSSU135 � DETAIL I I I OPENING HANGER ON BEAM B-3 ELEVATION 5-11 @ SIM, SIMPS❑N A35 EA, END OF EA. BLOCK TO STUDS Q 0. I� SCALE, 1' = 1'-0' K A-h ELEVATIP- S-2 S-4 N ELEVATION M S_2 S-4 Z � �_ SCALE, 3/4' = 1'-0' L -11 SCALE, 3/4' _ l'-0" S-11 1 BLOCKING W/ SIMPSDN A34 AT END -- /-- 6" BLOCK W/ #4 Z 4x6 BLl— ti ----- / @ 32" D.C. HORIZ. N E" Q 10d NAILS AT 4' D.C. TO BLOCKING-- -- STRAP BLOCKING -6 r SEE ALSO F/SD5 O CD 4 1/2'- / rOGETHER ACROSS '� TYP GROUT SOLID 1/2'- 3' 1 1,'2' TRUSSES W/ (2) 2x6 -DIST W/ SIMPSDN LB26 - - _ - ° SIMPSDN LSTA18 HANGER W/ lOd X 1 1/2' - FACE OF CMU = wo NAILS EA, END I - - - - PLAN -- FACE OF CONCRETE wri I I ELEVA"TION 4" CONCRETE SLAB Za I"Y7REINFORCED W/ #4 do TS 6' X 2" X ,250" t _ WAS PLACE ❑BARS TH Waw 3, I I - 2x6 TYP- SEE P/S-9 WITH 1" CLEAR BELOW O JmCD I c I I W I III_ n ? 1/2= L TYP i I I a �. I ,2 1/2" TOP ❑F SLAB QW- o, 7' X 4' X 3/8` (2) 2x6 BLDCKING Q -�I(I ( CLR 0 �~� ANGLE W! (2) 5/8' m I FOR (4) BAYS PAST I I Q �� �� 10" �' _— #4 @ 24" ❑.C. VERT, C„ I I BOLTS TO BLOCKING I TRUSS- SEE A/S-6 1 1/2' > 2" - - - - TS 6 X 2 X ,250 CLR — �— #4 x. 0-8 @ 16" D.C, ~QLL D I I , I I \ I SEE B/A-13 VERT, EXTEND ALTERNATE ''\ - _ I p BARS MIN 2'-j" INT❑ W TRUSSED foo NOTE, II I 3/16 RAFTER - - - _ + — FOR CONNECTION <� I BLOCK WALL i ,m FOR TYPICAL - FRAMING AT TOP TS COLUMN- - 2x5 LEGER W/ 1/2' m - I SEE G/S-9 _,J �- j •- • (2) #4 CONTINUOUS ❑F WALL, SEE E/A-10 SEE F/S-9 BOLTS AT 24' D.C. I i TOP, MID HT, & BOT, TS 6" X 2' X ,250' I ( , �- pNo t� (2) #4 CONTINUOUS 00- 1'-- 0- TS 6' X 2' X ,250' TS 5" X 5' ,250' I I ,` �-- `' �' I I 1'--6„ DETAIL DETAIL 5 DETAIL SECTION -' N S-6 __( � 5--� � S-5 � S1 SCALE: 1` = 1'-0' S_9 SCALE, 1 1/2' 1' -0' S-y SCALE+ 1 112' = 1' 0' S-`� SCALE, 3/4" = 1'-0" A10 COPYRIGHT LRS NORTH DAKOTA, 11065 1 3 BUP 93.0057 57 OF 87 ' � 1 1 1 ( (- � tt� I -t 1 +.gin.,.:.,.,,.,.,. - 1 ,.,..,,.,.-�.,.�,/ 1 IF THIS DOCUMENT IS LESS 1 �r T�Tr I1 i�r I r�� t�rT 1995 ( , ) , �1 � I I g I ' ;� i 101 11. I 12 1 AUGUST 30 LEGIBLE THAN PHIS NOTATION, �T �T'j j� g IT IS DUE TO THE QUALITY O1: N0.3e THE ORIGINAL DOCUMENT. `-8Z f3Z IE, �9ZI ibi TT i �� G 9 9�`` TI il �I �ILII IIIIIIII IIIIIII111111111 I III ll I lll�llll�lll lllllllll IillIlllll)111 UIIII IIIIW� I Ilu ilii I ILII ful IL1 11111 Illll IIII . 111 111111 1111111Iil111114 11 11 II ... . _... .. ,_..._ _ _..-, ,u§. a=..r , :...,nx+,.,.. .aw¢fr>d,.�Gw"nL� .,.w,:.i:;._l a. .v..,..,,:.N�,..brtia`n,,:^dc.o.. s.Jw�.,'dv•,.i:.:a ,nis.k rtitv,�u w;ir ,...v.f,i i,; 14Nu!;ti1°� I� � -- ----- SYMMETRICAL ABOUT Q - SYMMETRICAL ABOUT r, I 20'-10 1/4' --_— v / /-- FOR RIDGE BLOCKING, 20 -9 1/4 __— �-- FOR RIDGE BLOCKING, Z �,SEE D/S-7 — ---_. — � SEE D/S--7 2'-11' 1'11 1/4' 4'-0' 4'-0' 4'-0' 4'-0' 5'-5 1/4' 5'-9' 5'-9' 3'-9' -1 N❑1 ES; TRUSS TR ' RIDGE - ELEVATION RIDGE ELEVATION OF TRUSS 12C-8 5/8` 1. TOP CHORD LOADING+ ' 128'-8 5/8 0 z 12 LIVE LOAD= 30 PSF OF TRUSS C / DEAD LOAD= '20 PSF 12 ,G 5 3/8� b j BOTTOM CHORD L❑AUING+ NOTES 5 3/8 - a��ai// Q NOTE: �� / ALL WEBS ARE 2x4'S , n Wc. ALL WEBS ARE ;� -'r- LIVE LOAD= 0 PSF UNLESS NOTED OTHER- " WQ I I DEAD LOAD= 10 PSF �i 2_j 2x4'S UNLESS , r �� %/ WISE ,/ v, r, NOTED OTHERWISE ` i 2. SEE DIVISION 06 190 OF �C SPECIFICATIONS FOR SPECIAL 2°/ W m OWNER'S INSTRUCTIONS TO SPLICE—_ �!�� % i Jmm AZ' TRUSS FABRICATOR AND F ❑ `� �'� �0 # ' Q <» " Ck:; 2 x 6 T Q P------\ /` - 5 3 , OD m CHORD \ i ' STRESS GRADE LUMBER TO 6 j AEP C � 2x6 TOP S c��- BE USED � 1- -_ CHORD 9'-2' 9'-2' �- Q ROOF SHEATHING --- r SPLICE NAILED TO EACH ,� a BLL MEMBEROF EACH Gui _ TWO-PLY TR-2 W/ \ � � o` ' 2_<� -o- M lOd NAILS AT 16' / al � -'` D.C. TRUSSED / �, BLOCKING 120# 120# / / �? CLEVATI❑rJ�� 0-1 �e N TRUSSED - , 122'-0 5/8 � Z BLOCKING ATI+ - / o `l, AT TR-1, LOAD DIAGRAM // ' `�� o G - I o \ 49- / ` cn TR--1. SEE 36���� � C, — GiS-7 / L n I G G / ,�335* I Ln 10 03'F (LI A 6 Ln�� A�' J OC (/7 CD Nn 4. \� � � :it \� � -'"� J ' SPLICE � :a v 2x6 `� — \ ELEVATION �;, N /3qZ-70- 2x6 BOTTOM- WEE - - - - -- - - - - - - 116'-8 7/8' i j- CHORD B 94#-T 3537#-T 4143#- T 4123#-T 3786#-T , ELEVATION 13#�� -- - --- - - _ ---- - - - --- - ----- — 116'-0' _ 41#-T TRUSS TR-2 NOTES: �o ELEVATION 116'-0 SPLICE ^ 2x6 BOTTOM 1, TOP CHORD LOADING+ OD CHORD LIVE LOAD = 35 PLF DEAD LOAD = 35 PLF 3 3/4' 3'-8 1/4' S'-G' 6'-0' 6'-0' (i7 BOTTOM CHORD LDADING+ - - -- - ---- — — CIO LIVE LOAD = 70 PLF DEAD LOAD = 35 PLF �! 2. LOADS AND STRESSES ARE FOR ONE PLY OF TWO-PLY TRUSSED RAFTER TR - 2 TRUSSED RAFTER TR - 1 Q C,-') w 3 TRUSS SCALE: 1/2' = l'-0' SCALE, 1/2' = 1'-0' }- W 3. SEE TRUSS TR-1 NOTE 2r�,� � w 025 � Q �C] o � Q L - SYMMETRICAL ABOUT 2b"-8 1/4 FOR RIDGE BLOCKING, / SEE D/S-7 ' 5'-5 1/4' 5'-9' 51-9# 1'-8' 2'-1' / L.Li OZ _TOP CHORD 3 ELEVATION 22.5 PL F L.L, + 15 PLF D.L. I RIDGE ELEVATION 128'-8 5/8'� \ BOTTOM CHORD - I 1�..G OF TRUSS 5/8' - 128 -8 L. + 7_5 PLF D.L. NOTE+ 12 1623 / ry ALL WEBS ARE 2x4'S S 3/8 $IN UNLESS NOTED OTHER- �ti1 Lg0 L / 912#/FT, UPLIFT LOADWISE u ~ NAIL TR-3 TOP CHORD TO �� ✓ i ' i VERTICAL AND DIAGONAL WEBS APPLY W/ / �1�2 os v OF DOUBLE TR-2 W/ (2)- 16d M U-), D,L, ONLY / 1 n r..' ~i NAILS• NAIL TR-3 VERTICAL SPLICE`' 1,0� 1� -L /� / rpp WEBS TO BOTTOM CHORD OF C2>- TR-2'S DOUBLE TR-2 W/ t2)- 166, LOAD DIAGRAM , �x6 TOP CHORD NAILS LUMBER CLASS- L.LJ NOTE, LOADS AND STRESSES I IFICATION B �- -- TR-3 ARE FOR ONE PLY OF TWD- /// ^ :D Q PLY TRUSS: TP,-1 FORCES ARE SHOWN WHEN THEY ARE 6�ti9 G� ELEVATION GREATER THAN TR-lA FORCES, N^ (s, ELEVATION Q j TRUSSED BLOCKING /� Al v` ` T ' �; 1122'-0 5/8' Q \ - AT TR-1, SEE , SIM• TOP / ��/ n�31 �J T " �� p U e- tic �a119�# rn \ A663#-C� U o �, U 454'` SPLICE • - -- -- ---� rELEVATI❑N (7, D0 / ,1' -- _ - ---- - - - ' 116-8 7/R'] �, 2x6 BOTTOM ' 1CHORD, LUMBER p CLASSIFICATION B ELEVATICIN - -- _ --. -- -- _- --- - ----- --- ---- -- --- __ - - --- - - - — - -- -- -- - ----- -------- -- --.__ 116'-0' O \ ELEVATION ATION i N 2x4 BOTTOM CHORD 116 -� U� 2x4 WEBS AT 16 0,C. 1 4 NOTE, AL L WEBS ARE 2x4'S 1' 20'-3 3/4' I ---- 3 3;4' 3'-8 1/4' 5'-0' 6'-0' 6'-0' SIMPSON FTA5 OR EQUAL EACH SIDE OF DOUBLE TRUSS TRUSSED FRAMING TR - 3 AT STEEPLE, SEE SHEET S-12 TRUSSED RAFTER TR --- 1A S 10 -- SCALE, 1/2' - V-0' FOR ROOF FRAMING AT STEEPLE SCALE, lit' = 1'-0' AND LOCA'TIUN OF TR--IA'S NORTH DAKOTA, 11065 _ �1 � � � •"-"" BUF 163.0087 L 4 -� COPYRIGHT bac 38 OF 87 9111111111M t IF AHIS DOCUMENT IS LESS 1 T1-1, i TT 1 11 I M TT II 111T 111 1 rTTI' I'I ' ' I ( � �' 1 �9�� TjTI 4 I ' 71 _ I 8 1� o 11, 12 AucuST � 5IT IS D THAN THIS UALII' O8 _ _� _ I _-., IT IS DUE 'I'O 'PHI✓ QUALITY OF NO.36 =�.. THE ORIGINAL DOCUMENT. _ -1 t II�ilL,llTlllllll8lll1 llil 4t Vil IEIII-I1IZ1111811Z 1111111 II1til-11 lliZ llllI11 llllll lilI1�IIl ll iT .I �t I Zi il. i g L - 9 �1III 8ul�lWI ZIIIIIIIIIItII��IIu�uN e . .� �111n 111ll111 Il..11l11�111 �\ 32'-2' _---- --- - - ----- __-- __ 1128'-VB T5❑/8' - SYMMETRICAL (2)- 2x6 RIDGE BLOCKING NOTE: ALL WEBS ABOUT SEE E/S-7 , .--� ARE 2x4'S UNLESS �- HIP BEAM HB-2 NOTED OTHERWISE ELEVATION �;> - - - -- --------- - —-- -- - —- - --� 119'-4 5/16' a,�,' q \ + � 2x4 TOP CHARD + + ELEVATION ex4 LkL1SS\ �^ 117'-7 7/' 8' � / ' BRACING AT 45 NAIL W/ e (2)- 1001 TO 10 7/8 EACH WEB va r� ' 2x4 CONT, / I cn TRUSSED-BL❑CKLI. . ,L NAILED IUdW/ \\9'�#� `" co 17 (-) SEE H/S 7 AT TR-5 & '� `C c> c 1°� T❑ EACH \ o 0 SEE DETAILS J/S-8 � -� S 3/8 .1/S-7 AT 2x6 ❑VE - � WEB AND H/S- 9, (BEAM ;o BUILD FRAMING \ w 5 IS NOT SHAWN c c.) \ FOR CLARITY) N ELEVATION 120'-1 3/4' 1198#-C � ��� � 1198#-C \\ I s 1i`'• Gov, ELEVATI❑N 2x6 WEB - --- SHAPE TOP OF 0# 788# -T 788#-T U# 2 l/4'--. TR-5 AT BEAM B-6 2x4 BOTTOM f AM CHORD �, BEAM, SEE ONLY 3 F/S-8 --� 4'-8 3/4' V-8 3/4' _ 4'-8 3/4' 4'-8 3/4' 1'�-L ' C BEAM B-6, B-7 OR ELEVATION 2x6 STUD WALL _ 18'-11' I i 10 9'-2' --J -- — -- w I t s cn CO zo TRUSSED RAFTER TR - 4 JIB � �� 3/4' 0 x 15' SCALE: 1/2' LAG SCREW3,/ (NJ ELEVATION ,f 108'-1 1/2'� o - 12'-6 3/8' - SEE DETAILS E/S 8 2 3/4' HIP BEAM HB - 1 AND F/S-8 TRUSSED BLACKING - 0 1'-0 3/8� .� 7 2'-9 5/8' 2'-9 5/8' 2'-9 5/8' 2' / ' SEE I�/S-7 SCALE: 1/2' = 1'-0' 7 1/2' —_ 1 3 8 ELEVATI❑N 120'-4 15/16 U ELEVATION 120'-1 3/4' U - W f ^ I I V J I ,u U I O o h 12 ti� # _ ELEVATION Z Ln 118 z 29'-3 1/4' -- — I 10 7/8 -" O Z ¢ W 3 w I , / 920#-C 2x4 WEB aoo Z CL O cc f-- W° N. ' � — BEAM B-6 2 a A w ELEVATI13N �n � o�l�F-- - 128'-7 9/16' ri ti22 Za 'z 2x4 TO' 275#-C CHORD - a �0m `�0�+- + Ln F12L6" VATION I ¢Wm Q - --- -- - ��' NATE, AL' WEBS ARE t� -11 1/8' F- .ti'1�/ 2x4'S UNLESS NOTED �- cu f" OTHERWISE x �Jz� F- 244#-7 d�/ ' Ii. OMD'aua BLOCKING, SEE- 17 EE W deo �_1__l�� K/S-7 SEE DETAILS J/S-9 17 �W�� AND K/S-9 \ 5 3/8 2x6 WEB 2�k �� 2x4 BOTTOM j�� (�.�0 3 d xr CHURD Q �Mr, In 8270-T ELEVATION 109'-0 5/8' A LiJ �\tAM LEVATICIN 134#-C I Q F_ 108'-1 1/2' 1 1/2' Q Lj tY � 2'-4 1/2' 1 2'-9 5/8' 2'-9 5/8' 3_-0' ELEVATION . 10 7/8 1 119'-a 5/16 � _ TRUSSED RAFTER TR - 5 � Q + + ELEVATION SCALEi 1/2' = V-0' �- Q - - 117'-7 7/8' Q 2x6 RIDGE SOLID BLOCKING E-+ r::� SEE DETAILS J/S- BLOCKING SEE F/S-7 AND H/S-9, (BEAM 2x6 TOP HIP BEAM HB -2 B-5 IS NOT SHOWN 12 CHORD SCALE: 1/2' = 1'-0' FOR CLARITY) [___ C c co 1 L , Ln ,,- WEB `����, \ m TRUSS NOTES FOR TR-4, TR-5 AND TR--6t --- --- -- ---_------- --- -- - - 120/#-T / 1207#--T 1. i❑P CHURD LUADING, (-/ 2x4 BOTTOM LIVE LOAD = 30 PSF CHORD DEAD LOAD = 20 PSF W BOTTOM CHORD L❑ADING, 6'-7' 6'-7' w LIVE LOAD = 0 PSF -------- - - ----- - - c� DEAD LOAD = 10 PSF 2. SEE SECTION 06 190 OF SPECIFICATIONS NOTE: THIS TRUSS IS FOR OUTSIDE STORAGE FOR SPECIAL INSTRUCTI❑NS T❑ TRUSS FABRICAT❑R AND FOR STRESS GRADE BUILDING, SFE SHEET A-29 LIMBER TO BE USED. TRUSSED RAFTER TR - 6 SCALE; 1/2' = V-0' NORTH DAKOTA, 11065 -- BUP 93-0057 L 3 45 COPYRIGHT LRS 59 OF 87 T4 I T[Tp� P�i��I 111�m1 �T11 j��1�1 1p 1.1 19 9.rJ.� IF THIS DOCUMENT I5 LESS �1 fliTI � �1 AUGUST � /� � �O a ,� LEGIBLE THAN THIS NOTA'T'ION, — � 121 1 — I'1' IS DUE TO `I'HF QUALI'T'Y OF Z � � -�- -� No.36 (Il llll�llll llll�llIIIII —I�1111111II�III11111 I 11 I �III1 Illl�li�llillll�_lllllllll�II IIIAIil�lllT�lII lliii ll9lTl 4Tlll`l.lIlll�l�t1111111E11 l TIlllJlllZ111T1111111T111T11111d T 8 L 9THE ORIGINAL DOCUMENT. II18Z 8Z LF911111111 liluiII11T�E�i1�111 ZIII I�� tIIaII�Iu� � 1'-1 1/2'--` 31-00 1'-2' 1' 7' 1'-3' _ 1�7' 1'_2' 2'-0' TR-1 AT ?4' D.C. -I 2x4 bL❑CK1NCr- ----- _- .� 1 3/4' X 11 1/4' LVL -- -- -- - OF STEEPLE AT WALL 2x6 NAILED TO EACit---- U TRUSSED RAFTER W/ L - -� - - - - -- --- - - `--_ - TRUSSED RAF i ER TR-1 (2)- 16d NAILS �. S❑LID BLOCKING. SEE ------- F/S-I - �_ _ I I -- -till - -- - - - TRUSSED RAFTER TR--1A ROOF SHEATHING - - - --- - - - _--- (2)- TRUSSED RAFTERS (2)- TR -1A'S W/ CONT, 2x6 2x6 NAILER - SPAi;ER AT TOP CHORD - -- _ � TR-1A _ \. •- c"I _ �_�_ _ ' - ' ___ - _ _ AND BOTTOM CHORD, (1)- 2x4 AT 16' ❑,C. CRIPPLE WALL- ADD 2x12 TO SIDE OF---� I - , - TR-1A EACH SIDE OF SPACER, W/ WALL SHEATHING 1114E SLUE � � I � s BOLT TOP CHORDS AND C) TRUSSES, SEE N/S-7 I � � , SPACER TOGETHER W/ './2' (2)-- TR-1A'S W/ CONT, 2x6 SPACER cr CONT, 2x6 AND 2x12 -- I - - I 0 BOLTS AT 32' D.C. W/ AT TOP CHORD BOTTOM CHGRD, AND WG ___ = -=_ _- - _=- - - 3' X 3' X 3/16' PLATE END WEB, SEE NOTE IN DETAIL B/S-12, �+ Z FASCIA, SEE C/A-9 , , - - - -- ---- WQ I I I WASHER EACH SIDE, SPIKE Z_: 2x12'S AT 24' D.C. --------- --- - = I BOTTOM CHORDS AND 2x6 a ®a "' �'r', SPACER TOCETHER �-_ I z.0 ' r-- (2> 2x12 AT RIDGE:, SPIKE -- I _ II ELEVATION �� Q0 - - L TOGETHER I W _ _ - -_ - - D SINGLE 2x6 BLOCKING Wi 116 -0� (3)- 2x8 TOP PLATES Q%" " o� --- - -- JIMPSON A35 EA, ND FOR (3) -------�---- -- CC OD o SEE DETAIL_ 6/S-7 .,J z_,. o� - S12 BAYS PAST STEEPLE FRAC;:"!G <2)- 1 3/4' X 7 1/4' LVL ----- - �' E-:D _ -- ---� SEE D/S-12 TYPICAL STUDS BELOW TRUSS 3w� �--- o FRAMING IS SYMMETRICAL ASSEMBLY SPIKE TOGETHER, _ i�W;, 4, _ (2)- 2x6 RIDGE BLOCKING ---- SIMPSON FTA5 W/ (4)- �`` ABOUT CENTERLINE (RIDGE I - _- - - _ - ---- SEE DIS-7 ,I 3/4' d) BOLTS SEE W as LINE AND CENTERLINE OF I STEEPLE.) I B/S-12 FOR LOCATIONS Zam / � � � -- - (3)- 2x6 BLOCKING W/ SECTION - ►=gym -Lr/ SIMPSON A34 OR EQUAL SCAI_E� 3/4 = 1 -0 m DASHED LINE INDICATES "� I -- I AT EACH END - BOTH - E � � STEEPLE BASE FRAMING -- - -- -- _- Q Amo s �' I ---- -- - -- SIDES (TYPICAL) ABOVE ROOF SHEATHING, OC40 o SEE SECTIONS C/S-12 I ' -~ ------ -------� -- AND D/S-12 - 4 ADD 2x6 TO SIDE OF TR-1 TOP CHORD o ADD 2x6 BLOCKING TO - I - ROOFING MEMBRANE ON lop,SIDE OF 2x12 `* (1)- 2x6 BLOCKING W/ - ROOF SHEATHING W I�` 3 V) c.0 - - SIMPSON A34 OR EQUAL �� _---.-----� w � ►- ��, AT EACH END W - ---- STEEPLE FURNISHED AND _r ac cn C-4CD . --- -- -- INSTALLED BY STEEPLE -- - - _ MANUFACTURER __ Sit - TRUSSED BLOCKING, SEE / G/S-7 �- METAL FLASHING ANCHOR (2)- TRUSSED - -- - - � �\ � I / RAFTERS TR-1A W/ 1 3/4' )( 7 1/4' . LVL AT SIMPS❑N FTA5 TO C2> L\(L 16' 0.C. \ POST BELOW- SEE E/S-12 TYPICAL (8) PLACES I / \ PRE-FINISHED METAL I I IF --All -- - - - i FLASHING �. :7I - --- ----.- ADD ADD 1 3/4' X 16' LVL TO ROOFING MATERIAL ON SIMPSON MSTA30 .SEE - _ ---- ---- _--__ SIDE OF I--JOIST. SEE P/S-7 `�\ � ROOF SHEATHING NOTE 19 ON SHEET S-4 - E �- --- - 16' 1- JOIST a/ z 2x6 FASCIA _--� S12 - -- -- - - - Q 2'-0' 2'-0' � 16" I-JOIST AT 24' O.C. � W CIO ROOF FRAMING LAYOUT AT STEEPLE �p S-4 DETAIL CUL.Ljc� SCALE, 1/2' = 1'-0' D SCALE: 1 1/2' SYMMETRICAL r-1 4'-2 1/2' _ ABOUT 4'-2 1/-" (2)- 2x CONT (CUT FROM =o � Q ANGLES AND BOLTS 51�� 2x12) SHAPED TO MATCH 1=4 FURNISHED AND IN- � 3 STALLED BY STEEPLE �� SIS ROOF SLOPE W�Ce_ MANUFACTURER (2) 2x6 Al- RIDGE W/ LI _ _ -� - SIMPSON A34 OR EQUAL ROOF SHEATHING — � /. AT EACH END - BOTHp / SIDES, SEE D/S-7 SIM, L w Z �°, (2)- 2x10 BLOCKING - / TOENAILS- -1� - ILS SEE D/S _ �W� 3 ABOVE TRUCSED RAFTERS RIDGE OF ELE�/t)TION �� r� 8'-0' (SEE D/S-12) W/ SIMPSON TRUSS 126'-8 /8' �� s A34 OR EQUAL r-,T EACH U / END - BOTH SIDES Ln- SEE F/S-1:? FOR ROOFING t� � 11.0 AND FLASHING DETAILS r p v--� (I)- 2x CONT, (CUT FROM - -- (2)-- TF;-lA'S W/ CONT, s 2x12) SHAPED TO MATCH L=2r,6 SPACED. AT TOP ROOF SLOPE AT EACH CHORD AND BOTTOM -- SIDE OF STEEPLE BASE / / \ CHORD, (1)- TR-1A EACH �--- FRAMING \\ SIDE OF SPACER, BOLT �_- _--_ -- TOP CHORDS AND SPACER TOGETHER W/ 1/2' m Z� (1)- 2x6 BLOCKING W/ (3)- 2x10 )f- 8'-3' LONG ANGLES FURNISHED (3)- 2x6 BL❑CKirJG W/ BOLTS AT 32' D.C. W/ E3 Q W 5 1/2'-/ SIMPSON A34 OR EQUAL 8'-2' W/ SIMPSON AND INSTALLED BY STEEPLE SIMPSON A34 OR EQUAL 3' X 3' X 3/16' PLATE J F- W AT EACH END A34 OR EQUAL AT MANUFACTURER AT EACH SIDE - B❑TH WASHER EACH SIDE. Q�� C.- EACH END - BOTH SIDES SPIKE BOTTOM CHORDS W W Q -- SIDES SECTION AND 2x6 SPACER TO- F- J Z NOTES SPIKE. MULTIPLEC GETFIER _ BLOCKING MEMBEkS SCALE, 3/4' = V-0' TOGETHER Q E- Q 4'- 2 1/2' 4'-2 1/2' 7 1/2' ANGLES AND BOLTS FURNISHED - — – — -- -� AND INSTALLED BY STEEPLE _ ZD 4' _ MANUFACTURER 1'-1' 1'-3' 1'-3' _ 11-7# OBLO KI W oBD TRUSSED RIMP:'ON ROOF SHEATHING ' I A34 OR EQUAL AT EACH END - Z x - I C OF BOTH SIDES Z - S1 STEEPLE o (3)-- 2x10 X 8'-2' W/ -- - �/ SEF- F!S 12 SIM, FOR R❑GFING Q U SIMPSON A34 OR EQUAL _-=___��_ AND FLASHING: DETAILS V AT EACH END - BOTH W � _ SIDES I - I _ I I ��-C2) 16d TOENAILS EA. BAY AT BL❑CKING __ ao lOd NAILS AT 4" O.C. !. � - -- DATE • . I I�• UNE FROM POINT OF CONNECTION TO BE AS SPECIFIED IN 15 412 2" COLD WATER SERVICE I 0 BUILDING. 2" I -- - - -- - - - - l- - - - - - D !� I.E. 2.011,vp SLaPE COTG 4" W cr COTG .--- \� 4" COTG COT- pip _ — COTG `_ _- _ SEE DETAIL „ STOP AND WASTE VALVE 4 p v a o f - -- -- D/P-5. (TYP.) 2 SEE SITE PLAN FOR IRRIGATION. SEE I E Zoy. Ido O v 115 M f F CONTINUATION ' �� OR CO INU ON DETAIL C/P-5. H_1 108 3 2 H-1 2 �� �� 117 I. E 206.4 ^� 0 2" BELOW FLOOR ? FD_4 SEE DETAIL- F/ ETAI l.. - F/P3 PRV. SEE ;, o - # ,>,�riA� • 3/4" l DET. G/P-5. SS-1 W 2" VTR _. 101 ` 102 103 104 � II---- 107 �� � 11 119 I 1 0 •� � � 0 _ 1.1/4 }/4" 2 VENT UP 1-1/3/4.. 116 TRAP PR.InnER 1-1/4 V s� 112" T �.. : . 2" 3 4„ 106 C 0 V I / ----.-�__ _ -- -- - -- J - -- -- ,r--, ---«---- -- -_ 123 . .. 3/411 3/4" L. T— O 2" 4" 21# �SEE LARGE SCALE PLANS ON S-1 WI�H D-I L I � J � 158 0 1/2' WCO SHEET P-3 FOR PLUMBING IN NCO 110 2" , w y THIS AREA% 2�� WCO SEE DETAIL- A/PS (TYP) „ - II 1 4 -4 7 2 - WCO - SS-2 1 1 1 I 1 3/4�� GO TCS I 11 0 I 1-1/2 4" VENT UP I -- � I ' I 126 O FIN. FLOOR 10 F ' A14100' I I II 160 161 162 163 164 165 1 ' A COTG I 211 , I I I I E. 212.40 I t\ SEE LARGE SCALE i . I � 4 � PLANS ON SHEET P-3 , 11 WCO i TO� O! FOR PLUMBING IN THIS 1 j `29 I 130 I AREA. I i r--- Lu —11� I.E. 21 3, 17 1.. WCO WCO WCO WCO n y SLOPE 144 2" 2 2,. 2 0.O 2.o 4 2" -- c I 4" 3/4" - 156 155 154 31411 153 151 0 GAS PIPE SIZE FROMH 1 152 147 142 140 139 138 3/4" 137 136 135 134 133 MAIN TO METER AS IL REQUIRED. AI,4D INSTALLE17 BY NW N GAS COMPANY. G G SEE SITE PLAN 146 144 H-1 FOR CONTINUATION GAS METER Q CAPACITY 1,717 MBH SEE LARGE SCALE PLANS —1 PKC)V I L)ED AND , " ON SHEET P-3 FOR PLUMBING Q 2" WASTE LINE DOWN FROM FUNNEL DRAIN 5ET a*r N W RISE 3/z GAS LINE UP IN THIS AREA. FD ABOVE. SEE SHEET P-2 FOR C� NATURAL G,A5 IN WALL. SEE SHEET CONTINUATION. Z Gmo M PAN Y P-2 FOR CONTINUATION. w � �2 NCW TO TRAP PF-,l ME.FZ FOR, FUNNEL PF-AINl SEE SHEET P-2 FOF< c;0NTINUb•T10N , w � W N O - PLUMBING FLOOR PLAN -j L E G E N D SCALE 1/8" = 1'-0" N u- Z SYMBOL OR MEANING SYMBOL OR MEANING < ABBREVIATION ABBREVIATION NOTES HOT WATER LINE - -' WALL CLEANOUT WCO 1- ALL PLUMBING SHALL COMPLY WITH THE 5-WATER PIPING AM VENT PIPING SHALL BE RUN 10• PRIME ALL FLOOR PFAIN5 AND FLOOR- COLD WATER LINE -- CLEANOUT CO MOST STRINGENT OF APPLICABLE CODES, IN UPPER LEVEL AREA UNLESS OTHERWISEE 51NK'S, FF OVIDE A(,GESc.a PANEL. FOR ORDINANCES, OR THE SPECIFICATIONS. NOTED OR SHOWN. TRAP PRIMERS IN FINI'SMEP AREAS, VENT LINE - - - - - - - - CLEANOLIT TO GRADE COTG 2--ALL FIXTURES SHALL BE PROPERLY 6-PROVIDE 6" LONG DIRT LEG WITH CAP m a- r) VENTED TO THE ATMOSPHERE. AT EACH GAS LINE DROP TO FURNACE. z w WASTE LINE FL rQOR CLEANOUT FCO a N 7-FOR INDIVIDUAL LINE SIZES TO FIXTURES 3-REFER TO MECHANICAL SHEETS FOR � - z GAS LINE G BALL VALVE LOCATIONS OF MECHANICAL EQUIPMENT SEE SCHEDULE SHEET P-3. AND DUCTWORK AND CORRELATE ALL PROPERTY NUMBER = WORK TO FIT AVAILABLE ,PACE. 8-DO NOT RUN PLUMBING IN SHEAR WALLS. VENT THRU ROOF VTR UNION ----iII 4-GAS LINES TO BE RUN !N CEILING SPACE 9-MINIMUM WATER PIPING UNDER CONIC. SLAB DEVELOPMENT NUMBER UNLESS OTHERWISE NOTED. SHALL BE 3/4". HA92-243 A N SHEET NO. Q1 - 1 NORTH DAKOTA, 11065 0 BUP 93.0057 61 OF 87 • IF THIS DOCUMENT IS LESS77111 111111 I ��I I AUGUST 30 1995 ' LEGIBLE THAN THIS NOTA'T'ION, ITTT7111 4 6 8 � 1 I 1 1� AUGU IT IS DUE TO THE QUALITY OF No.3e ® •'rte.-" THE ORIGINAL DOCUMENT. — _ _ T Lt 9t Qi ibT £i ZT tt T 6 L 9 Q Z to��ue� I I1� 111 ll iilllllll Ilii�uii III 1111 II II �IIIIIII I Illi (Il 11111ll1 111 I illl� 1 i I �� 111 U DATE , N VN j W a 2" V FROM SS i BELOW DROP IGAS LINE TO WATER HEATER BELOW ti 2" VTR-�� •r" �' ` �:•� ' �.` �-` 211 V ( � • „ I 211 V -r' V FROM S I Q� tip, 4 VTR - - - - - - - - BELCH J r dMM 2" VTR 1 IF- -- - - - - - - _- I JW � y 1-I/4" 1-1/2 �• 11 EQUIPMENT DECK � - - - ! --- -- - - - � - ---__-- - 1' 1-I/4 =7 G G u I I v 211 211 2-1/2" 3/4" h 3/411 3/411 3/411 3/4" 3/411 1-1/4" 3/411 I 2-1/2" F[r _ _ 2-1/2�� � I 1-1/2" VTR �1-1/2" VTR 1 1/2" VTR li 1-1/2" VTR 1-1/2" VTR ! L F F F FD F bFD F F FTil I 311 87 9 5 � � 10 • I _ . 3/4" I� i Gil I F t \�,4" VTR 11 3/411 j li I 1-1/2" VTR 1-1/2" V -� I F -7F F F F T I I 1-1/2" R FD FD FI) 1 8 ' 2 s 3 I FD < 1-1/2" VTR 1-1/2" VTR - 1-1/2" VTR i II II 3/411 3/4" 1" X3/411 3/411 3/411 3/4" 311 1-1/4" G 1" 1/f EQUIPMENT DECK �I3/4" G G 1-1/4" 1-1/2" 211 3" 3" 311 - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - L 2" VTR _ I DROP GAS LINE DOWN . IN WALL SEE SHEET P-1 — NOTE: FOR CONTINUATION GAS PIPING IS SHOWN IN THIS LOCATION FOR CLARITY. GAS PIPING IS TO BE RACKED ON -7 RACK PIPING OR Q WALL BEHIND FURNACES IN 6" / CONDUIT ON WALL J � CLEAR SPACE WHERE GAS NOTES: WITH UNISTRUT (TYP.) PIPE CROSSES EQUIPMENT 0 " 1 LEAVE 6" CLEAR SPACE ON EQUIPMENT DECK BETWEENZ WALKWAY RUN HIGH OVERHEAD. -7 FURNACES, DUCTWORK, ETC. AND HIGH WALL FOR GAS FURNACE OR I GAS J PIPING, DRAINS, CONDUIT ETC. RACK ALL UPPER LEVEL P PLAN N DUCT CONDENSATE DRAINS ~ PIPING AND CONDUIT ON WALL WITH UNISTRUT. SCALE 1/8" = 1'-0" 6" CLEAR W a EQUIPMENT DECK = -I 2 REFER TO MECHANICAL SHEETS FOR LOCATIONS OF I � MECHANICAL EQUIPMENT AND DUCTWORK. COORDINATE ALL J �4 C W TO TRAP PRIMER., , ROUTE PRI MER LINE TO EACH FUNNEL DEIN, RUBBER IN SHEAR ISOLATOR PAD J WORK TO FIT AVAILABLE SPACE. _ 5EE P-1 FORR roN'TirruATION W 3 DO NOT BLOCK ACCESS WALKWAY IN (ATTIC WITH PIPING, DUCT, �/I CL CONDUIT, ETC. WHEN CROSSING WALKWAY RUN HIGH ABOVE CORRIDOR CEILING CL HEAD ROOM. NO PIPING, DUCTWORK, CONDUIT, ETC. SHALL BE RUN LOWER THAN DUCTWORK SHOWN IN SECTIONS ON DRAWINGS M-3, M-4, OR M-5. { TYPICAL SECTION THRU EQUIPMENT } M m ROOM DECK SHOWING PIPE ACCESS z'E W NO SCALE ' X y U Z PROPERTY NUMBER V Q DEVELOPMENT NUMBER HA92-243 rn SHEET N0. NORTH DAKOTA, 11065 1 0 13UP 93-0057 62 OF 67 P -2 T 010.0 • - -.: r .: �. �� . IF THIS DOCUMENT IS ESS ' I I 1 T 4 6 0 AUGUST 30 995 LEGIBLE THAN THIS NOTATION, 8 1V� 11 IT IS D''1E TO THE QUALITY OF No.30 t THE ORIGINAL DOCUMENT. — -- — E Z 8Z GZ 8 •' Z >G 8 Z I�Z Z t BF1111111111, 6 G 9 II.IIIIUIIIIIIIIIII u llllllllll)11111111 Il 111111. ll1111llllLl IIIIIIIII IIIIIN I 1 �KI�i��i;Yt�a s��l�'�i r ad i , t h 3I�r"1+. Ili VC4,.! "' " '' K I 1 DATE d t N P L U M B I N G F I X T U R E S C H E D U L E Q N -- W MARK FIXTURE _ PIPE SIZE _ REMARKS TRAP WASTE VENT C.W. H.W. SEE SHEET P-1 FC" CONTINUATION E:_l) WATER CLOSET INT. 4" 2" 1/2" - FLUSH TANK WCO 2„ V WG-2 WATER CLOSET IN 4" 2" 1/2" - FLUSH TANK, 18" RIM HEIGHT (HANDI-CAPPED) -- ---- — - --------- r--_ WC-3 WATER CLOSET INT. 1 4" 2" 1/2" - FLUSH TANK, 10" RIM HEIGHT WC_2 VTR i r �� #� O ,. ��i►.,���# cu- URINAL INT. 3" 2" 3/4" - FLUSH VALVE, WALL HUNG FD 1 / 4„ to FCO I "' — " SEE SHEET P-1 FOR 3/4" SAY, L-1 LAVATORY 1-1/4" 1-1/4" 1-1/2" 1/2" 1/2" COUNTER TOP W1 MININ61 VAL-VL2" 1 CONTINUATION wC-2 1.1/4" I i I �,4' . a, -- -- - - FD-I 4" /2„ CL2 LAVATORY 1-1/4" 1-1/4" 1-1/2" 1/2" 1/2" PROVIDE HANDICAPPED LAVATORY W/ MIXIN61 VALVE - U-1 SS-1 SERVICE SINK 3" 3" 2" 1/2" 1/2" FLUOR TYPE SS-2 jw SACRAMENT SINK 1-1/4" 1-1/4" 1-1/2" 1/2" COUNTER TOP- SEE SHEET P-1 FOR - CONTINUATION - (iD — S-1 SERVING AREA SINK 1-1/2 1-1/2 1-1/2 ' 1/2" 1/2" TWO COMPARTMENT � I � DF-1 DRINKING FOUNTAIN 1-1/2" 1-1/2" 1-1/2" 1/2" - ELECTRIC BI-LEVEL WOMEN 130 /,f CW TO TRAP MEN PR,MER 5 EE P-2. D-2 FD-1 FLOOR DRAIN 2" 2" 2" - - WITH DEEP SEAL P-TRAP 129 L.2 FOR CONTINUATION QL 4" MEN - WOMEN ODFUNNEL DRAIN 1-1/2" 2" 1-1/2" - - SEE FUNNEL DRAIN DF-AIL H/P-5 /J 129 111/2" !30 q WCO FD-4 FLOOR DRAIN 2" 2" 2" WITH DEEP SEAL P-TRAP T= AND 4" FUNNEL J- � 1 1/2" V-� I 11 H-1 HYDRANT - - - 3/4 NON-FREEZE TYPE 2 x-3/4 1/2 I � GAS FIRED 199,000 BTU/HR. INPUT 1 WH-1 WATER HEATER - - - 3/4" 3/4" 92 GALLON TANK MINIMUM W�i-2 WATER HEATER - - 1/2" 1/2" 1.35 KW, 11.25 AMPS, 110V 10 2-2.25 GALLON CAPACITY r3/4" E DISPOSER - 1 1/2" - - - STAINLESS STEEL, 3/4 H.P., HEAVY DUTY DF-L -` may, SEE SHEET P-1 DF-2_ DRINKImcm FOUNTAIN I-I/Z I-I/i. I-yz" yi2 - ELECTRIC HANDICAP FOR CON7NVATION OMEN F1279 AND WOMEN 130 MEN 1129 AND WOMEN- WASTECOLD WATER FIXTURE UNITS ARE ole.WATER FIXTURE UNITS ARE 91. PLUMBING PLANWATER7 S!JP^_" IPI SCALE 1/4" = 1'-0" L_A\l SCALE 1/4" " 1 NOTES: 1- SEE SHEET P-1 FOR CONTINUATION OF n ALL WASTE AND SUPPLY WATER PIPING. • 2- MINIMUM WASTE PIPE UNDER FLOOR SHALL BE 2". 3- FOR EXACT LOCATION OF FIXTURES, SEE ARCHITECTURAL DRAWINGS. - ---- 4- REFER TO PLUMBING FIXTURE SCHEDULE. THIS SHEET FOR INDIVIDUAL LINE SIZES. 5- DO NOT INSTALL PIPING IN SHEAR WALL. 108 I I 108 I WC 1 1-1/2" V , L-1 I �� z a 211 SHEAR WALL -- ----� — - 1 =-- FD-1 11 L-I 2 WC 'i-1/2 4 wC t 1/2" —__- �_ WC 1 �--- r3/4 N 1.1/4" WOMEN LOCATED UNDER U1 ,"= 107 COUNTER U 2 3/4 _" ~ QQ. 2" V --iti wH-2 4 U-1 VTR IF— T— 1-1/4 I WC 1 --CD I I L 1 " --t z I LLJ 1/2" I LOCATED UNDER MEN T WOMEN — — — � COUNTER WC-3 106 1 — — 3/4" MEN E 1-1/4 I we 3 _— — --- - I iG6 I i J DF-1 43/4.. 2 VTR WCO -----�- _� �l_. = � r- '- " _ 4" -1 NOTE: *4 C.w TO TRAP PRIMER- - - - ` BALL VALVES m � o 'SEE P- 1 FOR CONTINUATION z v" - N COORDINATE VENT LINES _ J ww _ WITH nI-IrTWORK. o U SEE SHEET P-1 FOR RESTROOM F14-77PLUMBING PLAN CONTINUATION PROPER'Y NUMBER RESTROOM F47 WATER SUPPLY PLAN SCALE 1/4 - 1 0 SCALE 1/4" = 1'4' r� T C MENS 11061 AND V�O1� rN 107 VSA ! �R SUPPLY PLAN- SCALE DEVELOPMENT NUMBER MENS 1AND WOMEN 107 PLUMBING PLAN SCALE 1/4" _ ,'-0" HA92-243 1/4" = I'-0" N rn SHEET NO. g NORTH DAKOTA, 11065 O BSP 93-0057 63 OF 87 P -3 f7 _ - .. IF THIS DOCUMENT IS LESS JIT-TIrT I r TT �11 TTT TT1 ' �,,.�.,.� .. 1995 ' ' I T r� -fit .w.-_..,....,........,..�.,.,w,,.,»...,R..,........,,..«•.,.......,«. a 1 4 67 i 8 1Q 111 12 AUGUST 30 ► LEGIBLE THAN THIS NOTATION, _ -- IT IS DUE 'I'O THE QUALITY OF' No.se THE ORIGINAL DOCUMENT. 3Z £T ZT 8 L��1�� � £IIIIIIIlllll .IIII11 ,11111 T11�I1Z11111I 111I1l8Iill�lll9llltlll� fiu 1 � �� �1111611111,,,111,1,, tlr I1EIlNlel - � I �j► , 4" VTR -- _. GATE �0 I 1 1/4" - - - 1 FD-I ,. �- �i'` " L2„V I 4” V) z I , I � � I WCO 4"V— OWC 2 V---- v) TRAP PR4MER. WC-2 i I � _ ir r• L I `�� I / 3/4" AC-23/4's 2 ,V 411 I J r \ 214V ` 1 1/4" 1/2" lot ED I 1/2"V 4 2.1 U-1 � L �• •- �.. FCO i FD-1 ( � L-2 / 1/2.. � CD � 1,:1rrFrsA U-1 I I I 2„V I 3/4.. L. •� � i � 1 1/2"V � TO TRAP ?9JMEA. 5� —•!�f{� � M I x I N(A a ! WCO P-2 FOP. CONTINUATION ,/2 W 3/4” VALV� > I4" 2$' L-2 i FD-1 CD -1 2" MEN E29] AND WOMEN 130 PLUMBING SCHEME MEN 1 29 AND 117 Cd v N ' 3L WAT=� SUPPLY SCHEV E SCALE: NONE SCALE: NONE 1/211 i 3/4 3/4 * s� L-01 N� I �' MIXINGS —�' L•1 VAS.-vE U-1 VN.V6. ` 210 21, ^' I 3/4" I ter. JI 4" VTR '�I ( I �4 TO TRAP PRIMER 5�.1.' I I w 2" 1 I I 3/4" WC-I P-z FOR r—ot4TINUATIO►J ` WC-1 I � �� 3" 1 1-1/2" _—� I I I L 1 I I� I loo 3/4" 4" �' I I I FU-1 �' I I 3/41' 4�� VALVE I IJ I / OFDI 0000,I WC-{ Dr-1 4" �/ 1-1 1-1/4 U-1 - /4 I0 I 2 U- 3/4" 1 TKAP PRI MER. 2" 4" DF-1 its HALL VANES MENS 1061AND WOMENSF1O7 PLUMBING SCHEME MENS 106 AND WOME-NS 107 WATER Sj P-PLY SCHEME NO SCALE NO SCALE Lv Lij 3/4" w Z U 1/2" *L ,"rkR-AfF` wVZ 1 1/2" V t .��---"2" VTR '-< ? .�.� 2,. ; NOTES:�. I—i 1- SEE SHEET P 1 FOR CONTINUATION OF N. �� IALL WASTE AND SUPPLY WATER PIPING. vPRI MER I 2" V 2-MINIMUM WASTE PIPE UNDER FLOOR 4" I I SHALL BE 2." � �WH-2 I FD-4 I RUN gSCHAM LOCATED UNDER I 3-FOR EXACT LOCATION OF FIXTURES, �' -'NE TO FD-4 CDE ITER. EE 2" V WC-3 SEE ARCHITECTURAL DRAWINGS. I I 5ET ® I IO"'F m co m V 4-REFER TO PLUMBING FIXTURE SCHEDULE z o WCO ON SHEET P-3 FOR INDIVIDUAL LINE 3 4„ SIZES. wC 3 0 PROPERTY NUMBER U cr Q DEVELOPMENT NUMBER r �� � HA92-243 RESTROOM aPLUMBING SCHEME. RESTROOM 145JWATER SUPP .v I S � , `11� �. SHEET N0. � NORTH DAKOTA, 11065 NO SCALE NO SCALE BUP 93-0057 P -4 64 OF 87 E' IMP, "-w 71 w r w _-. . •• 11 [Tfir IF THIS DOCUMENT IS DESS . 1995 1 _ �m '1 �. T4 6 � 8 0 11. AUGUST 30 LEGIBLE THAN THIS NOTATION, _ _ IT IS DUE TO THE QUALI'T'Y OF _— No.3e �j•;-rx_s" l ;� THE ORIGINAL DOCUMENT. - GT 9T 9�i T ^ST� Zt tt I^ 8 G 9 9 S I Z T� u� I I I► Il lllll 111 � ' II I I ia lI; I mill(Illal I Il ll� III.IIII! IIII II�I,I�I Illlilllll IIII Illl.11ll IIIIIIIIIIIIIII� l�llr�1111 lllll .. ��1�►I� �I►II�I��I���� ullllul Ilu�llll ul.�u�l Ilu� 11! .II Illll IIII l l IIl � I Il IIII IlIl111lllll ll UI lll 111 II a. i 4F�;. a'r , die } DATE CHROME WALLCOVER I I MAY EXTEND AS A WASTE AND SCREW. I I OR A VENT LINE. I I FD WALL I � I I - - I - -I CAU w. ulounD !-1/r' MR UP Tm ! o RflOP I rn RJIR(Ri. DUM I W --i- PLUGGED TEE WITH CLEANOUT. 1 1/2" DIA. X 4" DIA. X _t 3��" HIGH FUNNEL. 1 ' — FLOOR LINE PRIMED P-TRAP " I I 'r` I � • v v � v v v . '' - ,• ,off''' J A, SMITH 31521 N�T A.�_._ _" VAR RUN IN WAM DOWN CAST-IRON FUNNEL AT F►-OCA►', AND 70 maw nwR sua PIPE. P-TR-AP IN WAL-t, ' � I BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. - FUNNEL DRAIN DETAIL H SCALE: NONE W/`A _- v _ - ° r ^ ' ' OUT DETAIL SCALE: NONE A FINISH GRADE CLEANOUT AND ACCESS BRASS CLEANOUT PLUG W/ . 1111n11 COVER. TOP OF COVER COUNTER SUNK HEAD. LOCATE AT - TO BE FLUSH W/ TOP OF INPTH SPECIFICATIONS DICATED FLOOR. F'_'JOR LINE FINISH GRADE. 12"X12" SQUARE CONCRETE PAD CAP FOR SPRINKLER ADJUSTABLE SYSTEM I r rfD • CURB BOX _ �— 16" SQUARE CONC. PAD 1/8" C.I. BEND TROWEL SMOOTH AND EDGE. 2" SCHEDULE STOP aND. BALANCE OF PIPING WASTE VALVE TO E AS CLEANOUT 1/g" C.I. BEND. 40 PVC PIPE FLOOR CLEANOUT (FCO) C.I. WASTE LINE. �— 2" COPPER LINE LENGTH TO SUIT. FROM MAIN � PVC ADAPTER CLEANOUT NOT TO BE LOCATED IN 18"X18"X12" DEEP CARPETED AREA. 04, WASTE LINE ROCK SUMP 1 /A" 017AIf1 IC rI CAAIPN IT I FD ' I m • ao _A_ I m I CAULK ALL AROUND I-1/2" VENT UP w tTOP & WASTE VALVE DETAIL___( ('` FUNNEL DRAIN THRU ROOF SCALE: NONE 1.. .A 1 1/2" DIA. X 4" DIA. - X 4 1/2" HIGH FUNNEL. a�/40 cA-sT � R N 1 1/2" COPITTINGS 2" WASTE, RUN IN WALL DOWN TO COU E 0 f�llG- BELOW FLOOR SLAB. — 74 FLUE THRU ROOF Z-1 ANCHOR WATER HEATER TO => • x FUNNEL DRAIN DETAIL z WALL USE 1"X 18 GA. STRAP / HOT WATER o ' WITH rT10X2-1/2" WOOD SCREWS. -( (� (n TYPICAL OF 2 PLACES SCALE: NONE v o J ( )BALL VALVES (TYPICAL) rn Q CAD PRESSURE AND TEMPERATUREW W COLD WATER P d T RELIEF VALVE co �. RELIEF VALVE DRAFT DIV,:RTER 199,000 BTU/HR. CAPACITY � w C� HOT WATER OUTLET -------- COLD WATER INLET DIELECTRIC UNION BRACE LINE TO WALL m (TYPICAL) R ANCHOR WATER HEATER TO WALL J BALL VALVE USE 1" X 18 GA. STRAP WITH a UNION GAS SUPPLY 110 X 2-1/2" WOOD SCREWS. -c WATER HEATER ( TYPICAL TYPICAL OF TWO PLACES. N DRAIN VALVE W/ THREADED RUN DISCHARGE LINE TO FUNNEL DRAIN " HOSE CONNECTION 0 (SAME SIZE AS VALVE DISCHARGE) DISCHARGE INTO TOP OF DRAIN RUN DISCHARGE LINE TO FLOOR DRAIN. 1 0 50 PSIG C , (SAME SIZE AS VALVE DISCHARGE) 3/411 - -"�__` PPROPER.TY GAS COCK UNION (TYPICAL)DISCHARGE INTO TOPOF FUNNEL DRAIN ( )BALL VALVE�' FLOORDIRT LEC RUN DRAIN TO NUMBER Fl IN FLOOR DRAIN SERVICE SINK CUSTODIAN ROOM FLOORv ---_-- - -----_ - ---____.____...__-.-.___----_� 1_- _.-__-- -_ 2" MIN. 2" WATER SUPPLY FROM STREETDEVELOPENT NUMBER HA92--243 POINT OF USE ELECTRIC WATER HEATER DETAIL-(D- WATER HEATER DETAIL VERTICAL !EATER PRESSURE REDUCING STATION DETAIL.(: SHEET NO. SCALE: NONE NO SCALE NO SCALE v p � � NORTH DAKOTA, 11065 _�5 SUP 93-0057 65 OF 8? T711f IF THIS DOCUMENT IS _ 1111111116111111111111 111 111111177 ., ,.:• _. ._. ,;. LESS . . � �►-� 9 IMF I mi LEGIBLE THAN THIS NOTATION, 1 L 6 1995 ' 4 --- -- 0 11. AUGUST 30 IT IS DUE TO THE QUALITY OF _^---- -- ---- — No.3E THE ORIGINAL DOCUMENT. � Z 8Z LZ 8Z •+ 1� Z B Z T8 I Z i BFT--LT 8t 4T -I-P6T .I ST ZtTt i 8 !III IIIIIIIII Ulillill IIIIIIIII IIIIIIIII IIIIIIIII 11111111111111111111111 I Illllllillll111111111111111! � . � IIS 111111111UI 1111111111(1 � 1 I111lll111111u111 1 i • DATE Z D /--EBD-1 ( i YPICAL) 00 10X6 EXHAUST _ ---- 10X6 EXHAUST DUCT UP TO -- ° ' -- = DUCT UP TO 7" 0 FLUE UP ROOF CAP 108 112 ROV.4400 r-10X'5 C.A. DUCT. TERMINATE D-2 D-2 D-2 D-2 EF R-2l .r.-,. 3" E'ELOW CEILING. 15U 250 D-2 R_, 8X6 D-3 D-3 D-3 D-3 WH-1 25U 150 200 1 300 400 300 300 10X5 C.A. DUCT. TERMINATE ___ — __�_- — - -- --- -- — -- --- 12" FROM FLOOR. yN O 101-� � 102 10� -104 106 � � 107 _10X8 8X6- 115 116 � ,� , J ,_ 8 --119 -- 120 � � � `-- ` �� 12X14 4 I 4 10X8 4 10X8/ 1- 4 10X6 D-2 12X20 S.A. 6X6 �. c- D-3 1 J -- 200 - 1 24X 14 ' 117 1 4 300 HLAJ `� `-°`'' �� 10X10 �-�► 20X10 12X8 15 D-1 �� d 12X10 12X10 22 +10X6 ` � d d d R-� R-2 _-- 12X10 S.A. R_6 D-1 2X8 JJ -�LR2 10X6 10X8 ---8X8 8X8 x14 [R-4 _ 16X24 1 XCO 10X10 -- e C2 +- -_ _ -- - -- 6X6 N 10X6 © - ,�- X113 12X10 R-4 12X10 R_4 R-4 D-3 -- ' ---- -- -" _ -�- -- ---- - - ' a —_ rrr — 12X14 •E 17c 400 14X24 R.A. 14X24 R.A. 12X8 R.A. R-2 ~ '( t 16X8 - 16X12 R.A. 24X12 R.A. •-14X24 S.A. R-1 " 12X8 R-4 16X 12 S.A. C4) -- 24X12 S.A. TG-1 -- 24X 14 - D-5 16X24 } S R-3 12X 1 d FD-2 og 200 16X20 J 24X 12 1 �- 1010X8 124 70 ,J -- 14X14 _ < ____-�: 24X 16 �- 12X 14 �► ! r, ,2 d d 4 d 12 d 4 i 11 12 t d O d 12 li 14 �z O — � - , R_2 L.- 158 , EWH O 0 11 12X16 S-1 $-1 c. 1 F F F S-1 I $_, $_ F 13 O F I 12X10 125 170 .J W 1 R-7 R-7 R-7 S-1 R-7 R-10 S-1 S-1 I F R-10 R-10 R-10 F R-8 12 4 l 10X8 C� 170 600 600 600 8 600 7 6 500 600 9 550 550 5 800 10 4 - 14 S-2 R-4 800 12X12 14X7 UNLINED 126 DROPS. 3 REQ'D. 10X8 D-2 14X 14160 14x1 - D-4 6X6 -4--10X6 EXHAUST DUCT 2014 100 EF I UP TO ROOF CAP (TYP.) 159 160 161 162 163 164 165 rr� 3 12X8 E3D-1 (TYPICAL) rr� OD-2 - 10X6 18X 18 F 4 4 150 11 + S-2 S-1 S-1 S-1 F 5-1 F 12X12 S.A. 800 p- TG-1 S-1 F $-1 I - 14 13 x x 150 600 R-7 600 R-7 600 8 R-7 600 R-7 1 R-10 500 550 R-10 ' R-10 S 1 F R-10 S-2 0 F R-8 10- F 9 550 3 I 800 10 TG-1 8X8 12 2 O 12 ! (3 REQ'D.) 7 8X8 1S7 4 d 4 d 4 d 4 d 12 4 d _ O 12 d d 4 4 d d iEg—g4 ,2 4 ©--� — — — --- - _1 8 _D-2 -16X12 R.A. 18X12 S.A. 2 4X14 S.A. 12 24X16 S.A. 14X14 Ui -� — 16X12 S.A. O O R-3 O O 24X16 R.A. O o 250 R-4 16X8 12X8 4 24X12 S.A. 24X14 R.A. 3 7 14 XC Rr R.A. 24X12 R.A. 14X20 FD- S.A143 16X24 R.A. 16X20 R.A. 16X12 R.A. 10X10 R.A. 12X10 S.A. 12X12 R.A. 14X20 R.A.. 12X12 S.A. 400 ` ��- - = ' --- -�• - - - - - --� -------------�- -•-------- 10X6 R.A. _ - 0c ,r jiv 10X8 10X8 R-2 S 14X20 R.A. d R-5 w a 10X8 10X6 10x8 10X\ 10X8 - 20X10 ?< 16X24 S.A. 16X20 S.A. 16X14 S.A. 16X10 S.A. - 6X6 10X18 R.A. LOX LOX -�-• '-� J� � 12X 12 S.A. 15 � 7. 15 ra EF 10X8 10X8 10X8 10X8 10X8 10X8 d 10X8 5 - 156 155 10x8 1154 153 152 d 151 15 BD-1 16 140 139 138 137 136 135 134 133 D-2 D-2 D-2 D-2 D-2 p-2 6X6 D-2 D-2 D-2 D-2 D-2 I D-2 p-2 11501 200 150 150 150 150 150 200 200 144 10X6 S.A. - - UNDERNEATH R-3 R-2 R-3 HP 00 [R-1 500 250 R_3 [!J2 R-2 R-2 R-2 R-2 R-3 JR-2 R-3 6X6 EXHAUST DUCT UP TO ROOF CAP L E G E N D • SYMBOL DESCRIPTION MECHANICAL FLOOR PLAN� N Z a J BRANCH DUCT TAKE-OFF KEYED N O.T E S FOR M- 1 0- a U 1 SEE SHEET M-3 FOR LARGE SCALE PLAN O9 SEE SHEET M-5 FOR LARGE SCALE PLAN AND SECTIONS OF FURNACE SYSTEM F-1. AND SECTIONS OF FURNACE SYSTEM F-5. Ww a rrr SINGLE THICKNESS TURNING VANES O SEE SHEET M-3 FOR LARGE SCALE PLAN 10 SEE SHEET M-5 FOR LARGE SCALL PLAN IN LLBOWALL OVS MORE THAN �S­CIUARE TNRDs Ev AND SECTIONS OF FURNACE SYSTEM F-2. O AND SECTIONS OF FURNACE SYSTEM F-6. NOTES: w 1.�1 W � U3 SEE SHEET M-3 FOR LARGE SCALE PLAN 11 SEE SHEET M-5 FOR LARGE SCALE PLAN N AND SECTIONS OF FURNACE SYSTEM F-3. AND SECTIONS OF FURNACE SYSTEM F-7. 1 - DO NOT USE DUCT LINER IN O DUCT TEE CONNECTION �4 SEE SHEET M-3 FOR LARGE SCALE PLAN 12 ALL RETURN AIR DROPS RISING IN STUD RETURN AIR DUCT RISERS IN WALLS. 0 AND SECTIONS OF FURNACE SYSTEM F-8. SPACE TO BE SHEET METAL WITHOUT LINER. 1 -j O SEE SHEET M-3 FOR LARGE SCALE PLAN 107 IN SIZE. FRESH AIR 2 - MOUNT ALL S] 4,_6„ ABOVE FLOOR. U- DUCT TRANSITION THE CABINET WORK. SEE DETAIL Q/A-22 INSTALLATION SHALL CONFORM TO AND SECTIONS OF FURNACE SYSTEM F-9. 13 NO GRILLES REQUIRED AT THE BASE OF BALANCE SCHEDULE 3 - FIRE DAMPERS AND FIRE DAMPER Z a < O SEE SHEET M-4 FOR LARGE SCALE PLAN FOR RETURN AIR DETAIL IN CABINET' FRAMEWORK. MARK BALANCE MARK BALANCE LOCAL CODE REQUIREMENTS. AND SECTIONS OF FURNACE SYSTEM F-4. FM TO CFM OPPOSED BLADE VOLUME O 14 SEE SHEET- M-4 FOR LARGE SCALE PLAN 14X7 UNLINED DROPS. 3 REQUIRED. 4 - ALL DUCT DIMENSIONS SHOWN ARE CLEAR 7 DAMPER AND SECTIONS OF FURNACE SYSTEM F 15-10. DUCT TO RUN THROUGH SHEAR WALL. 160 160 DIMENSIONS INSIDE DUCT LINER. O SEE SHEET M-4 FOR LARGE SCALE PLAN SEE SHEET S-8 FOR HOLE LOCATION. 5 - PROVIDE FIRE DAMPERS AT ALL CEILING AND SIDEWALL PENETRATIONS TO FS REMOTE SENSOR AND SECTIONS OF FURNACE SYSTEM F-11. 18 RETURN AIR DUCT LOCATED DIRECTLY F 170 F *740(EA) CORRIDORS AND ENTRIES. 0\ m 2 8 m o THERMOSTAT ABOVE SUPPLY AIR DUCT AS THE TWO 6 - ALL FILTERS SHALL BE INSTALLED SO T W DUCTS PASS THROUGH THE SHEAR WALL. T F 240 F 370 EA w ( ) THEY MAY BE EASILY REMOVED AND REPLACED. or tLu � S.A. SUPPLY AIR 3 9 0 r F F 7 - SEE ARCHITECTURAL REFLECTED CEILING PLAN PROPERTY NUMBER v F.A. FRESH AIR 4 210 10 140(EA) FOR EXACT LOCATION OF GRILLES AND DIFFUSERS. ac a R.A. RETURN AIR DESIGN CONDITIONS OUTSIDE INSIDE F 165 F 295 8 - SEE SHEETS M-3, M-4 d M-5 FOR CQNNE:CTIONN OF FRESH DEVELOPMENT NUMBER V.D. VOLUME DAMPER WINTER 2 3 Cr 70OF 5 11 AIR DUCTWORK TO EACH SYSTEM. HA92-243 - - rn SUMMER 90OF db, 66OF wb 780F db, 64°F wb 6 200 9 - DO NOT PLACE CONDENSING UNITS ANDER ROOF DRIP EDGE OR VALLEYS. SHEET NO. NORTH DAKOTA, 11065 10 - SET ALL RETURN AIR GRILLES WITH SLOPED PORTION (VANES) OF GRILLES * PER TAN 1 0o BUP 9s-0057 DEM SET OF Fl RNACE=S 66 OF 67 TOWARDS THE INTERIOR WALL. M - 1 --, ... ,''�'SR"'•”. .._ .,ate,..- ......q. .+... .. , IF THIS DOCUMENT IS LESS 1 � � AUGUST �0 1995 LEGIBLE THAN THIS NOTATION 1 � 4 � f� _ 6 — 8L IT IS DUE 'ry '"FiE QUALITY OF No.18 ® ,�.�,. �� # THE ORIGINAL DOCUMENT. E Z RZ LZ 9Z 9Z Z E ��Z tZ I Z I BI LT T 9I 1sT SI Zt TT Ot 6 L 9 4 -1, 9 � III IIuI 1ill111111 Ile; ul Illl ����I���� ��I,II��� ����I►�� � ,►IIIIW .►..I►��� IIIII�II� ��►� y . _. . ... .. .x . ;. ._. ... , .. .. DATE CU CU CU Cu �, 8 9 5 10 12 N_ W THERMOSTATS FOR F-4, F-5, cc F-6 d F-7. SEE TEMPERATURE 0 CONTROL DETAIL E/M-9. 7"0 FLUE THRU ROOF E F--L k C I i 10X5 COMBUSTION AIR �,,r � � ��■� I ONCROOFTS P TO PH-1 1 �•.•,' 1 ► 2 1 2 1 1 LS L - - - - - - - - - -- - - - - - - - - - - 2 S LS 2 I ~� 2 � I i 2 1 l 1 � I F F F F F F F I 6 � I � I I 2 I F I , 11 I � I CD 2 L ' CU ' ' L � 11 I F F F F I - - - - Ir- - - - - ' 8 1 2 9 3 1 1 10 I II II JL _ – – – 2 -- ��� - - - - - - - - - - '*"�wf 2 THERMOSTATS FOR F-1, 0-2, F-3 d F-11. SEE TEMPERATURE 2 e– 1 CONTROL DETAIL E/M-9. S 2 1 2 1 1 - - - - - - - - - - – –1 – — – – – – – – – – – – – - -- – – – – - - – L L S S S ` 1 HP LOCATED IN ROOM 1 151 BELOW. I Ll L — —— — RUN REFRIGERATION HIGH IN ATTIC RP-1 PANEL AND THERMOSTAT FOR AND RUN ON ATTIC CEILING PARALLEL F-8, F-9, d F-10. SEE TEMPERATURE WITH ROOF (TYP) CONTROL DETAIL E/M-9. Z -- _ < -- - ALL REFRIGERATION PIPING SHALL J RISE CONCEALED IN STUD WALL (TYP) O GAS VENT & COMBUSTION- AIR PIPE SIZING a J CU CU CU PROVIDE SHEET METAL COVER" — CU Acu VENT SIZE COMB. AIR SIZE 4 8 112 FOR ALL REFRIGERATION PIPING 9 10 MARK INCHES INCHES U Z OUTSIDE, BETWEEN CONDENSING UNIT AND WALL, WITH SCREWED ON F 2-1/2 2-1/2 OVERLAPPING REMOVABLE TOP. PRIME1 ~ U w w AND PAINTING BY PAINTING 2 N J F 2-1/2 2-i 2 CONTRACTOR (TYP) F 2-1/2 2-1/2 W 3 J MECHANQAL I2-1/2P{P A 2-1/2 w SCALE 1/8" = 1'-0 N 4 a F 3 3 �1 PVC COMBUSTION AIR PIPING UP THRU ROOF. 5 F 3 3 �2 PVC GAS VENT PIPING UP THRU ROOF. 6 _ I F 2-1/2 2-1/2 m c- o i v F 3 3 w ---- PROPERTY NUMBER F 3 3 F 2 2 DEVELOPMENT NUMBER „ 10 HA92-243 F 3 3 SHEET NO. rn NOpr 11 . h Slip Nkor 1O AT SEA LEVEL m - 6)OF93;00.5;, �0.4� A. 11065 A , .. m 0 011 .....-•.....r.,n...:,«......s... - _..w.+. n.», .,...m...r.....>_.....,...www..a..,r s..w..au..n. ...,.. .e.n.....,..r..w..r......w...,.,..... l 995 4 - - � IF THIS DOCUMENT IS LESS ' 1 ' ' LEGI N LE THAN THIS NOTA'T'ION 1 1 I 4 6 _ � O i 1. AUGUST 30 1 ° IT IS DUE TO THE QUALIT!' OF — No.se 0's i THE ORIGINAL DOCUMENT. — — — --- — -- Z Z £ Z { IL 'll LTllll�llll 9t 9t 6i £T Zt iT t 6 L 9 4 1y £ Z i�u� .,. lllll�! Illi Illi 1111 Illi illi Illi Illi IIII illi Illi Illlllll �I( IIIIIII(l IIIIIIII Illllllll (llllllli IIIIIIIU lll(�illl llll�llll Illi Illl�ll lila ll��a�� ►��� ���� �N�� 1 y31 7 DATE 14X22 20X14 R.A. 20X14 R.A. 22X22 20X14 S.A. 20X14 S.A. 20X10 14X22 20X10 20X10 - 24X16 S.A. - 20X10 20X10 22X22 24XI6 R.A. —,,,----20X--10 -- - _- -- -- - -- - ---- — _-- - -- -- - � r 1aX14 � r- < _1 r — S-1 �-.-"'1 14X14 f - 1 KI I 12X12 1 `.c'Y1 14X16 I `.c'� r �`K' 1 12X12 1 �K' 1 5Do j��K_,LI -- 14X14 14X14 S.A. S-1 S-1 S-1 CC F S-1 S-1 v CC _ _ _ CC S-1 600 600 600 8 8 600 600 0 1 FE ?i F� i i 3 5p OO F 9 550 �F T- 1 12X8 R.A N g � I 10X 10 F.A. — 2UX 16 - 1 3 14X12 I %� j 1 20X 16 10X10 F.A. F F 10X8 F.A. 10X8 F.A. f- 16X18 Z I _ o I IL 1 2 I v_) II II . L J r,�-�r�-, r�-� rx-� I J > 14X12 II I II JJ ` 16X12 I II �� 11I �� 16X12 II �� I I ! `� I t III -� ix `'' - �-�--_v J Fp-- � 14X7 UNLINED 14X7 UNLINED -14X7 UNLINED - -- 14X7 UNLINED 14X7 UNLINED 14X7 UNLINED 14X7 UNLINED I � r Ll R-7 R-7 R-7 R-10 R-10 R-10 a SECTION ' 1 J � SCALE: 1/41' = 1' - 0" C '` L � ; MANUAL OUT5IDE AIR c DAMPER • BALANCE TO J w x, 740 cIrm Fs___1 HR-4 S-1 S-1 R 7 S. 1 E 5 1 R-7 R-10 R-10 S-1 S-1 R-10 R-10 20X10 600 600 [�-7] 600 ❑ 600 600 800 550 R-10 S-1 12X12 4 5 550 TYPICAL 5 � 12X12 J� /` 8 /` M-3 12x12 A ESS F 3 F M-4 j F M-3 1 l F 6 PLACES. - TYPICAL 5 PLACES DOOR 1 M-3 2 12X12 20X10 g ? 20X10 1 1 j 3 M-3 c._I c=� c. --- --- - c= U- 1-12X12 S.A. - 16X 14 S.A. - 12X 12 S.A. 14X 14 S.A. -- 12X 17. I 20X10 r' 1 � it !` \ I �� - 12X16 R.A. _ _< / }�'Il' '' — -• ` 1I12X14 R.A. I I . I I I --- __ _____ / .1 `�I III -16X20 R.A. __� ----- ----- - _ ___�, V IL_SLOPE DOWN � � � � 'X8 R.A. i ,�_3 D-3 Fx'I .� _ 10X10 F.A. , ; _l_I 12X14 . . N J .c 400 18X12 S.A. y J , 6X6 ACCESS 0 0 10X8 S.A. x a -14X20 R.A. 10X8 F.A. 10X8 F.A. 12X16 R.A. 16X12 S.A. 24x 11 SA. - DOOR cv_ N qt N 18X16 R.A. r -71► cv r - ,' L 16X24 R.A. �� 16X8 S.A. r I I ( I I I IL &KSFA ______________ ____________- - AIRUAL DAMPER. DE 1 - - - - - -�. I �� . 71 + .. _� - r_ 20X8 F.A-- --- I�, I----- - -- - --- J --- -- - -- -1 , L — - - - - �— — - - - - - - - - -L a V /� rrr SA12 �. �\ �J LJ _�_�-- - - --- y - , 10X6 R.A. I r, I r- 24X12 R.A. -1-- _ =-- ------- - ----'*-�--- - - --- TO 240 CFM. 1 +- 16X12 R.A. - - - rrr 10X8 R.A. t _ I I 12X12 R.A. 11 {jl 14X20 S.A. - �� /C 8X8 ACCESS 24X16 S.A. 1 S-1 T I DOOR , 16X12 R.A. 10X8 S.A. MANUAL 6X6 S.A. j 20X8 F.A. 600 -i c 10X8 R.A. 10X8 R.A. IOX6 R.A. R-3 DAMPOUTSIDE AIRER. BAL. [R-5] 12X12 S.A. /� i OUTSIDE �� �� 12X10 S.A. to X6 S.A. r a 10X8 R.A. >� ❑ MANUAL OUTSIDE D � ' TO 160 CFM 10X8 S.A. 10X8 F.A. E ..NMPER. 16X24 S.A. � �1 6X6 R.A. AIR DAMPER. BAL. 20X10 ,ter 12X16 F.A. �,I TO 370 CFM. i ,� 1 OX 10 F.A. TRIANGULAR SHEET OTORIZED - METAL PLENUM. OUTSIDE AIR 24><12R•A, 12X12 ACCESS DOOR I x 10 DEEP (TYPICAL.). DAMPER I 14 10 FA. MOTORIZED OUTSIDE Ifo x 12 F.A. AIR DAMPER IOxIq' FA, L— I I a SEE M-4 - FOR CONT, Cn Z ;! O -PLAN F- 1 , F-29 F-31 F-8 AND F-9 U SCALE: 1/4" = 1' - 0" — Li _—_� -- I I U) Z 14X20 R.A. BEHIND 16X24 R A 'I 10X20 14X20 S.A. 10X20 16X24 S.A. uj J 22X22 S..1 BEHIND 22X22 FLEX CONNECTION I(o x 12 12X16 F.A. -- -- ---- � �� RE>=RI�ERANT PIPING 550 w Q • - —� P'51 . - . - - - ------ --- ------ ^,� C C -, � U 1 8X10 F.A. , ' -� , _ C �� - - - Z a C '� 3/4" CONDENSATE DRAIN d A. CC �'' FLEX Q -1 6X10 R.A. 8 1--I — — — — — ----- '�- _ �'- g El . CONNECTION24X12 R.A. g 16X12- F.A. F F -� o I �.� U I 0 F 8X10 1 �� J ui F00 8 1 1/2" VTR R-5 K 6X10 S.A. `�` i ? 0 18X10 � 16X24 9Xlei9 i��/ 10X8 PD� 14X20 L` ' 14�C10 F.A. ,� U 8X8 X 10 S.A. 9X9 10X 10 I 12X I2 Q 2" WASTE p_� 24X12 S.A. 16X20 HP D-2 24X12 S. ' -J 150 Ft-3 IOX 14 1 200 R-3 -� 18X 16 ❑ 24X N R.A. Z BEHIND W 7X14 UNLINED m m � o 3 'r x 153 151 144 U REFRI4ERAhJT- REFRIGERANT r PROPERTY NUMBER PI PINS R-7 PI PING _ -4— 00 Ix _--- - — ---- - ----- -- — - _- --- -------- ---- — _ --- - - - -- _ — --- — - ----_ — DEVELOPMENT NUMBER N I I HA92-243 SECTION SECTION SECTION SECTION I SHEET N0. 3 " 1' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1/4" � 1' - 0" SCALE: 1/4" = 1' - 0" SCALE: 1 4 - NORTH DAKOTA, 11065 } O BUP 93-0057 68 OF 87 ' .. +.....r..,_._,.,.-......,_.._.,._.._.....' ,-^__ ',� -. _� ` ... ..... ... .. ..... :... ,. - .,,.... -'�R` ruu�;rina'u w '^earrr:.. :-•t.- IF THIS DOCUMENT IS LESS � ' 1 T�T € �7' 4 6711, UST 30 1995 LEGIBLE THAN THIS NOTA'T'ION, � Q � QUG-__ 1 I IT IS DUE TO THE QUALITY OF' — -- - No.3tl "-- THE ORIGINAL DOCUMENT. - -- - _ E Z 8Z LZ Z Z £ Z D�TZ Z i gT LT 9t 9I 6�i ET Zi it t 6 L 9 9 £ Z to�uK ' IIII Ilillllll i�l!�IIII 111111111 IIIIIIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIII�III111UIIIlII II IIII l IIII IIII�IIII IIII�IIII IIll�ll111 I ''II.. � .I I IIII 1111 1I111Wl11(llll)� III IIII IIID 111 11 111 IIII lllllilll lllllllll Ilil�llll IIIIII�III�I�I�IIIII lllllllll I� , f� _ DATE d A' U V � cr 56-E M-5 FOR. 0' 1i CONTINUATION MJW 11 1* ,* 1 2 ..yH, �� _ Flo0 } BEYOND 5LOPE UP MOTORIZED OUTSIDE AIR DAMPERw -� rr 6X6 ACCESS DOOR 14X14 IX 11 14X24 -I, \ rr . , 18X13 , � \ 14 x 14 R.A. 2�'? FMANUAL OUTSIDE AIR DAMPER. BALANCE TO 210 CFM. BEYOND 1014 24X10 - -- S-2 BEYOND--sL i F F LL: 10X8 F.A. 800 _ ______�, t --'-� I1 8X 12 S.A. 4 16X12 16X12 14X12 UNLINED 1 r—iT r—i"P r—i"T '_� 1 I / I ; I / 1 ;1 / 1 -_,1 �( It -- -----��-' / � ���124X 12 : -___ ___ -_ FOLDING DOOR BEAM 14X7 UNLINED DROPS. I 1 1 I I -3 REQUIRED. 1 I I I I 1022012 0 /� I 1 t l I t 1 107 UNLINED DROP. 8 1 1 1 I I I 3 REQUIRED. Ni RETURN ol t I I I I I t I I t l 1 GRILLE. SEE DETAIL Q/A-22 _4 I I I ITHS SDE ONLY. CABINET. F FOR OPENINGS I 4 oo I I I I I I oo 00 oo V., iol X OPEN IN BACK OF CABINET. SEE Q/A-22. I � 1 SECTION _ SECTION __& SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" I i 24X'4 I r i rLo rr 1 i I - 7 ' M-4 18X18 - MANUAL OUTSIDE AIR 8X8 ACCESS DAMPER. BALANCE TO DOOR 295 CFM. .r XMOTORIZED OUTSIDE o AIR DAMPER x 20X14 R.A. 20X14 S.A. 12X12 R.A. NO RETURN AIR GRILLE 1 1/2" VTR REQUIRED. SEE DETAIL GD Q/A-22 FOR RETURN MOTORIZED AIR OPENING IN CABINET. OUTSIDE AIR rr 10X24 THIS SIDE ONLY. — �) DAMPER _ r W lz -1 1/2" VTR 107 UNLINED DROP. Gn 10X10 ACCESS I CC 3 REQUIRED. 14X7 UNLINED DROPS. C] 12X F.A. _ DOOR - 10 800 3 REQUIRED. S-2 I Q MANUAL OUTSIDE LZ 24X14 S-2 _ __ _—_ I -I R-8 800; F AIR DAMPER. BAL. -- _ 800 F I Z 8X0 ,' 2 TO 140 CFM. o _ 10 24X10 I 3 REQ'D j Q I II i III Q. ' 6X6 S.A. ' FD - - - 1= — UNLINED --- .c ~*. 1 i 1 111���/ F UN'_INED i� /J. 14X 12 w Q 14X18 R.A. II � 10 v' 2" WASTE 14X7 UNLINED DROPS. _ -XV------Lily/ JJ 5 REQUIRED. 00 MANUAL OUTSIDE AIR 24X10 S.A. 2 00 DAMPER. BALANCE 9 18X14 R.A. - 24X10 TO 170 CFM. M_4 x U 00 NO RETURN AIR GRILLE W 00 8X8 ACCESS DOOR 10 IN CABINET. SEE Q/A-22 10, FOR RETURN AIR OPENING MOTORIZED OUTSIDE IN CABINET FRAMING. W cr— AiR DAMPER 5LOPF Up --� �_ C� Q • Z T 14 x 10 FA, SEE _ P LAN F-4, 7- 10 AN O F- 11 m ql- o SECTION SECTION ' 9 M-3 FOR DONT _ 1 4 uj SCALE: 1/4 = 1 - 0 _ SCALE: 1/4" = 1'-0" 3 `r Y I SCALE: 1/4" clq Q1 JJ PROPERTY NUMBER 2 DEVELOPMENT NUMBER HA92-243 SHEET NO. N fT. �Q NORTH DAKOTA, 11065 M -4 O BUP 93.0057 Vk 69 OF 87 � 1 401111 MMIFTT— IF THIS DOCUMENT IS LESS 1 0 6 1995 1 4 I ' I ' 11 AUGUST 30 LEGIBLE THAN PHIS NUTATION, — 11, IT IS DUE TO THE QUALITY OF N0.3e THE ORIGINAL. DOCUMENT. E Z 8Z LZ 9Z '9Z Z E Z TZ Z i 9t LT 9t 4t ibt ST Zi Tt t L 9 9 S IIII Illl�llll IIII�IIII Il 11111 II IIII�IIII II I II�IIII llll�llll IIII�III�� u�� u�i.��► u�������1����lt��ll {�1� � I I�IIII III��II II 1 Il IIIIIIIIIIIII�IIII I � .I. IIII III�II (lllllll 111111116 � 1111 11 llll 111.111111 I �III� Illl�lll u�ull lulus lulull u�luu uu�lul II Il���lu IIII r DATE El TRIANGULAR PLENUM I 1 10" DEEP. (TYP.) ( u, 10 11 1 12 ,, . M-5 M-5 M-5 � co 12X1( j�" �, - 19 x10 FA. TO F-4 F-10 SEE - ```�,.,, I -E M-r} FOFL GONTINUATIpN t MANUAL 1 1 ao OUTSIDE AIR I I d ,� MOTORIZED OUTSIDE � • x DAMPER. BAL. AIR DAMPER. X --- I -----} J L.L- TO 160 CFM. ` �. ---- -- ( o I — - . _ -- ---- --- - - --- ----- ---�-T- 16X24 - 8X8 ACCESS DOOR " Q C MOTORIZED OUTSIDE o- ' -+\ i ~ �' p AIR DAMPER ,�_ - _ _ _ _�� _ w� �� �� ___ `- L. MANUAL OUTSIDE AIR - -- = - J w DAMPER. BALANCE 6X6 ACCESS DOOR 24X 12 S.A. TO 165 CFM. L 24X12 R.A. x - - -- - - - - - - - F t° ca N 04 04 N 04 F-8 DUCTWORK -1 -- - - - -. - - - - - - - - - - - - -1 - - - - - - - - -SH - - - - - - I -- N LL , r77 - - - - - _ _ \ F FF-9 DUCTWORK. SEE SHT. M-3.,- - - � - - T s-__ - - - -- -• - �i�� I`>i I 7 6 3<1 19 I -4— .- I - _�-_—}- t PLAN F-5, F-6 & F-7 SCALE: 1/4" = 1' - 0" rJ , 16X24 R.A. MANUAL OUTSIDE AIR DAMPER BALANCE TO 200 CFM 8X8 ACCESS DOOR /-14X20 R.A. BEHIND TRIANGULAR PLENUM 16X24 R.A. 1R TRIANGULARGU PLENUM MOTORIZED OUTSIDE AIR DAMPER �1 14Atu J.A. 16X24 S.A. BEHIND �� 16X24 S.A. BEHIND Z 0 r 12X 16 F.A. r r r — ----- r r — — —— --- O 1 1/2" VTR 1 1/2" VTR r \ u''I _ 12X16 F.A. CC L-1 O I 16X12 1'.A. i F -- 24X14 8X8 ROOF CAP 6 10X10 F (n I _ --- 5 -•-- I Q \ - 4p ^10 EXHAUST ixx-r � —24X16 w EF FD 14X24 12.x12.5.A, I x�j 8X10 `�� 1OX10 F.A. CL 71Jn� ` I 1 i Q 2" WASTE 2012 R.A. D-2 10X8 + 2" WASTEto U 24X 12 S.A. F 11 200 I#x 10 F.A. Z Q REFR14LRANTNN U PIP 1 NGS '.sJ Ld U ; Q ------------ — —_ --. — •—.-- C-- -----� SECTION SECTION SECTION �� z SCALE: 1/4" = 1' - 0" O SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - O" ' v w - z � U PROPERTY NUMBER DEVELOPMENT NUMBER HA92-2Z3 SHEET NO. r NORTH DAKOTA, 11065 BUP 93-0057M -5 70 OF 87 s . _ rmr ..- -,-a scra2a+",«..;.;v9"" f'! ?�MRMdi4.., ... _. , :. .. �...: '�'n'Y"r?ifky.+a>....+..wrr-..pM-, ., - -_ _. ... ., ».-»,.... .+..w.eo..+-•- „,.,.. .. .. ....... -...r.....,n.w.w..... . .,...a..+:«w.,. *.•...,...r-.7. »...-___..._-..-_. __. ., i, IF THIS DOCUMENT 1X8 LESS I 1� r�T j T 30 1995 . .. . LEGIBLE THAN THIS NOTATION 1 4 6 U 1. AUGUST �'." TT 1.S DUE TO THE QUALITY OF No.3e ®' _ THE ORIGINAL DOCUMENT. S Z- BZ LZ 9 Z Z S Z �TL��Z l BT LT 8t 9T �fel 8T ZT tT 1 6 L 9 1111111) IIlllll UJ111111 iililllll I,IIINII 111111 1111 Illifl Illl fl 11111 hill I II � III l�llllllllllllllilW IIl III 111 {I 1 {ll I I�Ilill{I I1f11111111 1111 111 I 111111 IIII I{I{II{I III I fl lul I IIII 1111111{{ 11111 { {{ ,_�, ;I _. . . _. ... DATE i � 1 V) NOTE: o DO NOT RUN CONDENSATE �� _ w DRAIN IN FRONT OF REFRIGERANT �� �( rv�.ND CO I FURNACE. THIS WILL N ALLOW ACCESS TO w, � 1 FURNACE COMPONEMTS I SYMBOL DESCRIPTION �Y • AND FILTERS. E COOLING COIL " REFRIGERANT SHUT-OFF VALVE CABINET (TYPICAL) DX COIL THERMOSTATIC /. COOLING COIL EXPANSION VALVE B ...j /_ EXPANSION VALVE. SEE DETAIL �,_5 /'':`� C CONNECTIONS > •C �y EQUALIZING LINE ix MOISTURE INDICATING SIGHT GLASS C v 0) VACUUM � NOTE: r BREAKER TO THERMOSTATIC BULB INSULATE AS PER FURNACE (TYPICAL) � TO BE AS CLOSE TO �� ATMOSPHERE COIL AS POSSIBLE SPECIFICATIONS FLEXIBLE CONNECTION , � COOLING COIL / NOT ALLOWED ON FURNACE CONDENSATE CONDENSATE DRAIN L 11VERTICAL LINES il F FILTER DRIER DRAIN _ . S CLAMP PE SUPPORT. SEE DETAILSem-6 D CONDENSATE 3/4" DRAIN TRAP EQUALIZING LINE 1 ' M-6 SHALL BE CONNECTED TRAP-ONE PIECE IN STRAIGHT SECTION FACTORY FABRICATED EXTERIOR PIPE SUPPORT. SEE DE'AIL COOLING COIL OF SUCTION LINE AFTER CONDENSATE THERMAL BULB. ev. - 45° DRAIN DROP ALLOWED ON 4" MINIMUM SUCTION LINE_ TRAP. ONE PIECE FACTORY VERTICAL LINES). 0 FABRICATED THERMAL BULB DIRECT!ON OF SLOPE DOWN LOCATION CONDENSATE DRAINI-Si SUCTION LINE RAP DETAIL REFRIGERANT COIL CONNECT SCALE: NONE A ION DETAIL r SCALE: NONE /L LIQUID LINE t-- 18 GAUGE SHEET I NOTE: METAL COVER NOTE: RUN STEEL GUTTER CONTINUOUS LIQUID LINE SIMILAR RUN INSULATION OF FROM CONDENSING UNITS TO RISERS SEAL AROUND ALL SUCTION LINE THRU AOR PENETRATIONG AT BUILDING WALL. OPENINGS WITH CLAMP ASSEMBLY SECURE REFRIGERANT SILICONE SEALANT. VINSULATION AROUND PIPING TO SUPPORTS COLOR TO MATCH SECURE REFRIGERANT SUCTION LINES WITH "UNISTRUT" PIPE BUILDING PIPING TO SUPPORTS WITH "UNISTRUT" PIPE 1-5/8" CLAMP OR EQUAL 16 GAUGE GALVANIZED CLAMP OR EQUAL SLEEVE. P-1000 ROOF OR RUN INSULATION OF 5/16"X1-1/4" FLAT —ti "UNISTRUT" CEILING JOIST. SUCTION LINE THRU HEAD MACHINE SCREW 1 CHANNEL CLAMP ASSEMBLY AND NUT i t OR EQUAL. -- SUCTION P-2626 "UNISTRUT" = - -' u - = (TYPICAL) LINE NINETY DEGREE ANGLE - 3/8"X3" LAG4'' GYPSUM BOARD ro FITTING OR EQUAL (n SCREW WITH _, Q WASHER - - - - - - - - - - - �. 1" CHANNEL NOTE: I "UNISTRUT" OR - - - - - - - -Aa•. - - PAINT A w W EQUALANGLE SUPPORTS I 0 INSULATION ON ' TO MATCH BLDG FACE w H„ BRICK COLOR. (TYP.) _ SUCTION LINE I 1-5/8" �, i � �� �� w z . RUN INSULATION OF d "UNISTRUT" INSULATION 2X2 X3/16 ANGLE w IleSUCTION LINE THRU � W HANGER RODS �- u U- _ CLAMP ASSEMBLY OR EQUAL ,r - 3/8" X 2 1/2" X 8" PLATE FACE BRICK W/ 2 - 3/8"0 EXPANSION SECURE REFRIGERANT BOLTS 3" LONG. PIPING TO SUPPORTS WELD BOTH SIDES — 1/� W TYPICAL REFRIGERANT WITH "UNISTRUT" PIPE (TYPICAL) x PIPE IN MECHANICAL 1-5/8" P-1001 CLAMP OR EQUAL. 4"X4"X1/4" ANGLE ROOM OR CEILING "UNISTRUT" CHANNEL ANCHORED TO STRUCTURE SPACE. OR EQUAL. (TYPICAL) WITH 3/8"X3" _ EXPANSION BOLTS. ,,Ii�I�IIIIIIIIIl�==1111=1111=1111---1111�I�I��Iiiil!� SUSPENDED REFRIGERANT REFRIGERANT PIPE _� PIPE SUPPORT AT CEILING S EXTERIOR R - F } C UPPORT AT WALL E RIG�I�ANT } mm D PIPE SUPPORT w SCALE: NONE SCALE: NONE � � Y N SCALE: NONE E a u rn `r z 2 U U Q PROPERTY NUMBER DEVELOPMENT NUMBER N HA92-243 cpO Not? Q DAJI�eUj�- 05)�TA' 11065 SHEET NO. 87 M - 6 IF THIS DOCUMENT IS LESS , 177TIlM 4 4 AUGUST 30 LEGIBLE THAN THIS NOTATION 8 Q 1, T�� AUG 1 IT IS DUE TO THE QUALITY OF ___ t No.3d �j•�r�._. THE ORIGINAL DOCUMENT. _ -- — – - IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illl�lil! IIIII�II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIf1111l1111 �IIIII� l I Illllllll Jill 1111 lllillll�llill 111 � I l��l� ����I��II ll 1lJ�W � ��►� ��� »�>ll���l Illlll�l� ��►.I,I►l ��IIIIIII ����111111�Wll i i 1� DATE F7 44 SEE DETAIL C/M-6 0 REFRIGERANT LINE SIZES w UNIT LIQUID SUCTION REMARKS cc SEE DETAIL C/M-6 CC i/?." 7/8" � � RUN REFRIGERANT LINES 1 0� AS HIGH IN UPPER MECHANICAL AREA AS POSSIBLE. OMIT ION 'I FLEXIBLE CONNECTOR L S - N� AIR SEE DETAIL C M 6 + • FLOW \ / 3 OMIT _ �""' ��i—�;��� we • 4 OMIT i c I MAIM AIR SEE DETAIL FLOW 5C 1/2" 1 '/8" (� C ► SIGHT GLASS C/M 6 L S DETAILOIB/M06NECTION jw CC 6 OMIT ' CC 7 OMIT TRAP000� S CC 5/8" 1 3/8" 8 SEE COIL CONNECTION TRAP CC DETAIL B/M-6 9 1/2" 1 1/8" SEE DETAIL C/M-6 CC 1/2" 7/8" SEE DETAIL C/M-6 10 . CC it 1 '2" CC 3/8" 5/8" 12 SEE DETAIL C/M-6 —SEE DETAIL C/M-6 LL S $ NOTE SUPPORT SPACING TO BE AS INDICATED IN SPECIFICATIONS. SLEEVE THRU WALL SEE DETAIL D/M-6 FILTER DRYER NOTE: SEE DETAIL D/M-6 FILTER DRYER DRY-CHARGED LINE SETS ARE AVAILABLE SLEEVE THRU WALL IN LENGTHS HS OF 16, 22, 32 & 49 FEET. T LENGTHS ARE TO BE KEPT AS SHORT AS Y I SEE DETAIL E/M-6 POSSIBLE. COILING OF LINES THAT ARE TOO LONG WILL NOT BE ACCEPTABLE AND WILL BE REPLACED AT THE CONTRACTORS EXPENSE. OPTIONAL: HARD REFRIGERANT I PIPING. ALL CONNECTIONS ARE TO BE FLARED. SEE DETAIL E/M-6 I I I j �* SIGHT GLASS FLEXIBLE CONNECTION (TYPICAL) PROVIDE VIBRATION ISOLATORS SIGHT GLASS i �I� UNDERNEATH UNITS. SEE SPECIFICATIONS , PROVIDE VIBRATION ISOLATORS TYPICAL REFRIGERANT SCHEME TYPICAL REFRIGERANT SCHEME_( R CEILING UNDERNEATH UNITS. SEE SCA\LE: NONE SYSTEMS FC/8 A SCALE: NONE SYSTEMS FC/1 - FC/7, FC/9-FC/11 SPECIFICATIONS HP 1 ` 3/4" COND. DRAIN i LINE. TERMINATE 3" ABOVE CONC. THERMOSTAT PAD' CONTROLLER. \\\� THRU WALL. CAULK N AND MAKE U p WEATHERTIGHT WALL W 1 aL CU w 4" MIN. RADIUS 12 �_ Ul ALL BENDS AIR FLOW z BOLT CONDENSING FLOOR I UNIT TO PAD 4" CONC. 0 PAD �- LJ : - c. HP UNIT TO HAVE MINIMUM COOLING CAPACITY OF 18,000 BTUHR. 1 3 SPEED MOTOR, 208/230/10/60HZ, 7.7 FLA TO BE COMPLETE WITH ALL CONTROLS. MITSUBISHI SERIES PKA-IBLDS. UNIT SHALL HAVE COOLING COIL CAPACITY OF 18,000 BTUHR AT CZ950F ENT. AIR TO COND. UNIT. 208/230/10/60HZ, 13.0 FLA MITSUBISHI SERIES PUH-18LDS HEAT PUMP UNIT DETAIL z SCALE: NONE a w N p — • PROPERTY NUMBER 2 U cif 2 DEVELOPMENT NUMBER HA92-243 N SHEET NO. Q1 NonTH DAKOTA, 11065 r7 BUP 93.0057 72 of 67 M -7 , q... A�. - ...-. rA�: 1. 7 IF THIS DOCUMENT IS LESS , 1995 LEGIBLE THAN THIS NOTATION, _1 4 6 7 1 AUGUST 30 7IT IS DUE E l v THE E QUALITY OF No 36 THE ORIGINAL DOCUMENT. E 8Z 89 GZ 8 Z II IlI l Ill 11 II 1111111 II III II II II IIII I I I IIIIIIII I � 1 (IIII I II l.lI� .1111IIII) ILI . � 8 IIIIIIIiIIG 9 Q 'Hill lWI6 �IIIIIIIII 8l 11 ; i DATE t 0 z 0 NOTE: V) L=1/4 W (4" MINIMUM.) ` ca MAIN AIR I \ DUCT I \ L C \ METAL FASTENERS: 0 �1 ;iAs;�f- . 1 THICK �Y .�,IDUCT LINER. OMARK INSUL-PINS, OR DURO DYNE1/2 DIFFUSER i � I \ FASTENERS OR GRIN NAILS. ` ` �NECK SIZExi SUPPLY AIR , GRIP NAILS SHALL BEi DUCT 45INSTAL!ED BY SHEET VrTAL DUCT 1" ACOUSTICAL ( li GRIPNAIL AIR HAMMER DUCT LINER � �� I OR BY AUTOMATIC jw �� ��i I �� `� I FASTENER EQUIPMENT. W SHEET METAL ii 1001 i �J TOP AND BOTTOM 1101 DUCT I � \ / SECTIONS OF LINER ,/ SHALL OVERLAP ! I ' / THE SIDES ' RADIATION TYPE CEILING FIRE DAMPER (WHERE NOTED) ?, j CEILING —1 MANUAL VOLUME DAMPER ONETINCH ETHICK 1 1/2 LB —' - THOIS DETAIL IS TYPICALFOR W/ LOCKING QUADRANT ON DENSITY FIBERGLASS. ALL SUPPLY AIR DUCTS, AIR BRANCH RETURN AIR AND TRANSFER DUCT (TYPICAL) AIR DUCTS AND GRILLES. AND WHERE SHOWN FOR RETURN AIR DUCTS. ALL ENDS OF LINER CEILING DIFFUSER TO BE COATED W/ ADHESIVE. ENDS OF LINER SHALL BE NOT MORE THAN 2" BUTTED FIRMLY TOGETHER. FROM EDGE OF LINER. SUPPLY OR RETURN AIR FIRE DAMPER INSTALLATION CEILING TYPE //�� DUCT CONNECTION DETAIL B DUCT LITER DETAIL SCALE: NONE A SCALE. NONE SCALE: NONE NOTE: DUCT SHALL BE WRAPPED EXTERNALLY AS PER THE SPECIFICATIONS. INSULATION BOTTOM OF TRUSS CHORD 5/8" GYPSUM BOARD • 2" (1) *10 X 2" SHEET METAL SCREWS 0 EACH TRUSS CHORD (TYP.) #10 X 3/4" SELF 1-1/4" MIN. TAPPING CADMIUM PLATED PENETRATION SHEET METAL SCREWS TO ANCHOR STRAPS TO TRANSVERSE REINFORCING 1 DUCT. ( ) ALL STRAPS TO BE TIGHT AT JOINTS AGAINST DUCT AND J SUPPORT MEMBERS.(TYPICAL) MINIMUM` DIMENSION SHEET REINFORCING 1" X 18 GAGE STRAP fLd ` N ANGLE SIZE HANGERS AT 8'-0"F METAL AND MAXIMUM enc_ SPACING. NO POP RIVETS ALLOWEDLO GEST GAGE LONGITUDINALDRIVE Q FH SID (ALL SPACING jgjH INCHES FOUR BETWEEN MIN. SLIP ~ w U SIDES) TRANSVERSE H. REIN- N z JOINTS VOR IN. HEMMED ALTER'N i FORCED Q INTERMEDIATE PLAIN S SLIP BAR SLIP BAR SLI I REINFORCING S SLIP (=j RECOM- RECOM- RECOM- RECOM- MENDED MENDED MENDED MENDED 1 GAGE GAGE GAGE GAGE UP THRU 12 26 NONE REQUIRED 1 26 26 24 24 13 - 18 24 NONE REQUIRED 1 24 24 24 24 19 - 30 24 1"X 1"X 1/8" @ 60 IN 1 - 24 24 24 31 - 45 22 1"X 1"X 1/8" @ 60 IN 1 - - 22 22 (1) TRAVSVERSE DIMENSION OFESIDE OR ONG SIZE IS WHICH ANGLETIES APPLIED. DUCTw _DUCT STRAP HANGER DETAIL_(j�_ T ! SCALE: NONE a W DUCT CONSTRUCTION DETAIL -� SCALE: NONE D PROPERTY NUMBER * "` U cc d � F DEVELOPMENT NUMBER HA92-243 N SHEET NO. M g NORTH DAKOTA, 11085 M'-8 d BUP 93.0057 73 OF 87 m . ,,;,W,n..._..........rane� u..a...—.......,... ._........,r...INr ,}, _ _ 101 , .. .., .. _ ^'per a.. .. .►.�,,,.,.,�, .,......b......,..,-,...,.....,.....,,...,�. * IF THIS DOCUMENT IS LESS i 111LEGIBLE THAN THIS NOTATION 1 AUGUST 301995MT 1 IT IS DUE TO THE (,QUALITY OF No 3e III EIII Illil ZLI II III 8II ZIIIlI I IILIIZI IIII !B I II III II II II�Ill,I 1I 1l�llllllll�llllllllllll llillll1I11111i BI � Li � 8 L � 9 � TTHE ORIGINAL DOCUMENT. Z Z11II1I 1SIS1II1IIII�t1 I PVC VENT AND COMO. AIR PIPING INSULATION AS SPECIFIED CINCHING TYPE STAINLESS STEEL CLAMP OVER CAULK COUNTER FLASH .20 GA. GALV. C.F. ALLOW PIPING TO i MOVE FREELY THRU SLEEVE v� 8' MAX o COUPLINGS BRACKET Lu 3" COMBUSTION ROOF �- AIR FLASHING CONE CAULK � 12" � FLASH INTO ROOF � pit / VENT � / /'� d_ ALLOW MIN. 1/4" I� •E — - CLEARANCE BETWEEN WALL�\ I ` -� • �: VERTICAL SEPARATION SLEEVE d INSULATION \ 2" - 22 GAGE SHEET METAL `,x%1140# BETWEEN COMBUSTION J I I STRAP BO,H SIDES. �i ?w AIR AND VENT. // 6 FOR 3" KIT SHEET METAL ;i 4' ROOF SCREWS. CAULK AND SEAL ALL. L .�.. 4 •j FOR 2 KIT � � ROOF INSULATION (TYP.) MAINTAIN 12" MINIMUM CLEARANCE — - �j L 20 GAGE GALV. ANCHOR STRAP INTO STUD �j ABOVE HIGHEST ANTICIPATED SNOW SLEEVE TJ JOISTS WALL WITH 2 - #10 X 1 1/2" LEVEL. MAXIMUM OF 24" ABOVE CONTINUOUS ROOF 2"X4" CROSS PIECES - NAIL TO RUBBER IN SHEAR CADNIUM PLATED SCREWS. ISOLATION PADS TJ JOIST OOF TERMINATION DET / SCREW SLEEVE SECURELY i -- - A NO SCALE TO 2"X4" CROSS PIECES AT TWO LOCATIONS AT TOP ! GYPSUM WALL BOARD AND TWO LOCATIONS AT BOTTOM 1� VENT AND COMBUSTION AIR ROOF SEISMIC BRACING & VIBRATION PENETRATION SLEEVE & FLASHING D E T A I L ISOLATION OF FURNACE DETAIL >_ NO SCALE 4" 6" 4" 6" 4" 6" 4" 4X4 JUNCTION BOX (TYP) r r r — I 3/4" CONDUIT (TYP) BACK-DRAFT PREVENTER _ _ _ _ _ J _ __ _ J _ _ _ _ J _ _ _ _ 2X4 JUNCTION BOX T7300 (TYP) 2'-0" ABOVE ANS' PA 2T OF BUILDING OR R,00fr = o WITHIN 10'-0' g '� 4 NON-HARDENING CAULK FLASHING FLOOR I SHEATHING THERMOSTAT CONFIGURATION �\ I - - - - - - - - - - - 1 — 2X4 JUNCTION BOX (TYP) J DOUBLE 2" MIN. CLEAR I I I _ WALL FLUEN L _ _ � L _ _ � L _ I - Q I — T7300 (TYP) W I � w o 4X4 JUNCTION f BOX (TYP.) w Q 3/4" CONDUIT (TYP) = V Z PENTUnUSE Q • PANEL PANEL PANEL AIR INTAKE U FLUE THRU ROOF DETAILD RP-I RP-1 RP-1� NOTE: � — - g SCALE: NONE SEE ARCHITECTURAL I _ I DETAIL "C", SHEET A-27 T FOR CURB CONSTRUCTION. SEAL pr 18" 4" 18., lA" kn ROOF CURB BUILT-UP ROOFING m FLOOR ROOF STRUCTURE 3 cr w N � V + — PROPERTY NUMBER COMBUSTION RP- 1 PANEL CONFIGURATION AIR DUCT s c _ < DEVELOPMENT NUMBER r HA92--2.43 _ TEMPERATURE CONTROL DETAIL PEN TH, OUSE D`TA'\IL r SHEET NO. �r NORTH DAKOTA, 11065E BUP 9 80057 NO SCALE SCALE: NONE M - 74 OF on! Norio IF THIS DOCUMENT IS LESS9 �� II 11IT 1995 T�I�' T7 LEGIBLE THAN THIS NOTATION, 1rTT-jTTjIjIjI� 4 6FT. i7�17 I ' 8 0 11, 1 AUGUST 30 IT IS DUE TO THE QUALITY OF •. No.3e ®­",=_" � THE ORLGINAL DOCUMENT. E� Z 8Z LZ 9 Z Z S I Z IZ� Z I 8t �LT 9T 9T�.I'.fi. tl'IST Zi iT T 6 8 L _ 9 Q 8 Z To�ue "r.• IIII IIII�IIII Illl�lill Illl�l i II I � ' III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II lil I IIIIIIIII IIIIIIIII I� Il�lllu IIII�I� Tlu Illl�lllllllll�lllllll ll ���� �� �111111�11111 1111 1 . W l ll�lll lui uu�llu lui� ii uu�uu uu�uu un�uu uu��lllll�ll�i�lll 1�1 DATE ELECTRIC WALL HEATER SCHEDULE° N0. MAKE AND MANUFACTURER ELECTRICAL �+ MARK REQ'D SERVES BTUH MODEL NUMBER REMARKS • HERTZ VOLTS AMPS WH 1 X50 208 7.5 COMPLETE WITH 4 1 1 ROOM 158 5120 QMARK AWH-4204 THERMOSTAT CONTROL AIR COOLED CONDENSING UNIT SCHEDULE o o D I F F U S E R S C H E D U L - Eve z O V1 w MIN. 0 COMPRESSOR MOTOR CONDENSER 4 MARK C.F.M. RANGE NECK AIR DIST./SIDE I BLOW PATTERN cr MARK NO; AREA SERVED SIZE MAX. MANUFACTURER I SIZE A 10 MOUNT FLUSH IN WALL, 6 ABOVE FLOOR. REQ'D (TONS) FLA. N0. • VOLTS HERTZ • VOLTS HERTZ MODEL NUMBER _ ®B I CU D- 1 - I 2-WAY QUA 50 50 03 � 1 1 BISHOP'S OFFICE 3.0 11.1 1 3 208 60 1 208 60 38TKB036 50 100 6X6 ^9 D- 2 150 - 250 9X9 2-WAY 50 50 E X H A U S T FAN S C H E D OMIT _ �®A 2 3 A- 3 ®-a GAN f CU 350 - 400 12X12 3-WAY ❑� 38 31 ''♦� NO. MIN. 1O STATIC OMIT � __ I 1 MARK REQ'p SERVES S•MIN. PRESSURE WATTS REMARKS 3 D- 4 _ 9 IN. W.G. - 100 6X6 2-WAY B��®A I 50 50 CU OMIT I >% EF MENS 106 PENN MODEL 4 250 9X9 2-WAY � � 50 50 1 2 200 1/8" 105 D- 5 &- 9 �, t► t WOMENS 107 - _ SL20 ROOF CAP CU B n A SERVING AREA U 1 4.0 15.1 1 3 208 60 1 208 60 38TKBO48 EF PENN MODEL 5 D- 6 X X ®X W 2 1 MOTHERS 108 100 1/8" 105 SL20 ROOF CAP X X X CU OMIT EF 2 ME 'NS 129 105 PENN MODEL 6 p_ ®X 3 WOMENS 130 200 1/8SL20 ROOF CAP X X X e. IV 1 X X CU OMIT p # AX EF 1 SERVING 117 200 1/8" 105 PENN MODEL 7 D- 8 X X 'CLW' X X I 4 SL20 ROOF CAP CU X EF 1 RESTROOM 147 25 1/8" 50 PENN MODEL 8 2 CHAPEL 7.5 35.3 1 3 208 60 1 208 60 38BAOOB 5 SL20 ROOF CAP - o C9 2 CULTURAL CENTER 4.0 15.1 1 3 208 60 1 208 60 38TKBO48 • Q1 SET B"L",��CE DAMPERS SHOWN Q3 VOLTAGE IS 115/10/60 ON M-1 TO CFM LISTED. ' CU J CONTROL BY DIVISION 16. 10 2 CHILDREN'S MEETING ROOM 2.0 11.7 1 1 208 60 1 208 60 38TKBO24 CU 11 1 RELIEF SOCIETY ROOM 4.0 15.1 1 3 208 60 1 208 60 38TKB048 CU 12 1 NURSERY SEE DETAIL C/M-7 FOR CAPACITIES F U RNA C E S C H E D • U L E O REGISTER, LOUVER & GRILLE SCHEDULE 10 MIN.REQ'D M O T O R 30 REFRIGERANT R-22 CFM 1 NOMINAL_ MANUFACTURERS S.P. MIN. 3 MARK N0. OUTPUT MINIMUM EXT. MANUFACTURER Q2 • AT DESIGN CONDITIONS AND 101° ENTERING AIR TEMPERATURE TO CONDENSER. MARK TYPE SERVICE REQ'D BTU/HRQ S.C. IN.W.G. H.P. 0 HERTZ VOLTS SPEED MODEL NUMBER F.M. RANGE SIZE NUMBERS 1 Q CONDENSING UNIT MARKS CORRESPOND WITH COOLING COIL AND FURNACE MARKS. - ® MANUFACTURER NUMBERS LISTED ARE CARRIER. SEE R-1 CEILING ® RA 50-100 6X6 355 RL F 1 1 81,000 1200 0.60 1/2 1 60 120 MED LOW 58SXC08CJG SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. [R-2 CEILING ® RA 1 150-175 8X8 355 RL F 1 81,000 1400 0.40 1/2 1 60 120 MED HIGH 58SXC80JG 2 0 0 0 L I N G C 0 1 L S C H E D U L E R-3 CEILING ® RA 200-250 IOX1C) 355 RL 3 1 81,000 1400 0.40 1/2. 1 60 120 MED HIGH 58SXCBOJG MIN. REQ'D. CAP. COND.ENT.EVAP. MAX. 2 MARK NO; C.F.M. PR. DR. REMARKS MANUFACTURE R-4 CEILING 4 RA 300-450 12X12 I 355 RL F REQ D. TOT.MBH SEN.MBH DB of WB °F IN.W.G. MODEL NUMBER O 4 1 81,000 1200 0.40 1/2 1 130 120 LOW 58SXC080JG CC 1 1 20.6 20.6 80 67 1200 0.28 3 TON COIL CD5AA036 R-5 SIDEWALL O RA 600 20X1() 1700 5 1 102,000 1600 0.65 3/4 1 60 120 MED LOW 58SXClOOLG CC F 2 OMIT R-6 SIDEWALL Q5 RA 1000 24X'4• 1700 6 1 102,000 1600 0.40 3/4 1 60 120 MED LOW 58SXClOOLG CC F 3 OMIT R-7 SIDEWALL 50 © RA � 600 12X16 30RS � 1 81,000 1200 0.40 1/2 1 60 120 LOW 58SXC080JG CC ' a 4 8 4 102,000 1500 0.60 3/4 1 60 120 MED LOW 58SXClOOLG OMIT R-8 SIDEWALL 05 C RA 350 14X10 BORECC 5 1 4 26.7 26.6 80 67 1600 0.27 4 TON COIL CD5AA048 R-9 OMIT F 9 2 102,000 1600 0.65 3/4 1 50 120 MED LOW 58SXClOOLG CC OMIT F 6 R-10 SIDEWALL 5Q © RA 600 '2X'E I 30RS 4 10 2 41,000 800 0.50 1/3 1 60 120 LOW 58SXC040GG CC _ N F c OMIT PH-1 PENT HOUSE CA I 12X1 ' CCOK TRE 11 1 102,000 1600 0.60 3/4 1 60 120 MED LOW 58SXClOOLG CC 2 TIERS HP - 8 2 53.0 53.0 80 67 3000 0.23 7-1/2 TON COIL 2BLA008 J 1 SEE DETAIL C/M-7 FOR CAPACITIES - BD-1 BACK DRAFT DAMPER EA 25--200 6X6 d RUSKIN TYPE NMS 1 CC 2 10X6 L� 9 30.7 30.7 80 67 1600 0.27 4 TON COIL CD5AA048 W J U CC 2-1/2 TON COIL S-1 SIDEWALL SA 500-600 20X10 1707 9� N 10 2 13.1 13.1 80 67 800 0.16 CD5AW030 w J 10 SEA LEVEL RATING ® CAPACITIES SHOWN ARE FCR INDIVIDUAL w Q EIC ISIDEWALL 0SA 800 24X10 1707 9C NFURNACES AND NOT FOR TANDEM TOPALS. 1 27.0 27.0 80 67 1600 0.27 4 TON COIL CD5AA048 Z 2Q FURNACE MARKS CORRESPOND WITH CONDENSING UNIT AND COOLING COIL MARKS. F-1 Q Q3 MANUFACTURER NUMBERS L-1 LOUVER 'f Q7 FA - Tr'ANGLE AIROLITE K-638 8� LISTED ARE CARRIER. SEE BASE" W 8'-4 SPECIFICATIONS FOR OTHER • Q COMPLETE WITH FACTORY COIL BOX AND COIL HEIGHT APPROVED MANUFACTURERS. d, 5„ Q2 MANUFACTURER NUMBERS LISTED ARE CARRIER. REGISTER, LOUVER AND DIFFUSER SCHEDULE NOTES: SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. G-1 TRANSFER GRILLE ® RA � - 8X8 25R 10 MAXIMUM NC=25 ® MAXIMUM CFM NOTED. * NON-METALLIC BACKDRAFT BLADES, Q SHALL BE TITUS TAC TYPE 6 OR EQUAL ER AS INDiGATED IN SPE.GIFICATION SEaGT10t i 10210 m APPROVED MANUFACTURERS. (SEE SPECIFICATIONS) OTHER LOUV ATIONS) ' m T- 30 NUMBERS SHOWN INDICATING TYFE ARE TITUS UNLESS OTHERWISE LISTED. 3 Y SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS. a , w FINISH SHALL BE OFF-WHITE BAKED ENAMEL. o PROPERTY NUMBER 50 BAKED ENAMEL FINISH WITH COLOR AS DIRECTED BY ARCHITECT. NOTES: ® RETURN AIR GRILLE TO BE MOUNTED 8" FROM FLOOR TO BOTTOM EDGE OF GRILLES. 1- THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR VOLTAGES WITH THE DEVELOPMENT NUMBER 70 BAKED ENAMEL FINISH TO MATCH BUILDING WALL OR ROOF COLOR. ELECTRICAL DRAWINGS BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS. HA92-243 MOTOR NAME PLATE VOLTAGE SHALL BE NEMA STANDARD 200 VOLT FOR 208 VOLT PROVIDE ALUMINUM BIRD SCREENS. THREE PHASE SYSTEM AND SHALL BE NEMA STANDARD 230 VOLT FOR ® 240 VOLT THREE PHASE OR SINGLE PHASE SYSTEM. STARTER HEATERS SHEET NO O 9 SET REGISTER BLADES FOR 150 UPWARD DEFLECTION. INSTALLED SHALL BE COORDINATED WITH THE NAME PLATE DATA. NORTH DAKOTA, iios5 BUP 93.0057 2- S.C.F.M. LISTED IS STANDARD AIR. A/� - 10 1 n O l.J � 75 OF 87 .. ;m , u.,•. .. : _,.y., .. �,fF+'�M.«:....., ., ... ...,,. MRS•�aMiA�+nxF�+ww +iRr�NR��rnax.m.wM+w.w.wv+.n..w.+.+.r�w..++.aw.ar..wrrr.r.. .V r IF THIS DOCUMENT IS LESS 1 t19G 7 e1 A M LEGIBLE THAN THIS NUTAT1nN, 1 4 6 7 g 1177 1 U 1111 AUGUST 30 r. ---- IT IS DUE TO THE QUALITY OF No.3e �•�;� - THE ORIGINAL DOCUMENT. -- - - 1111 Ellllll�li�ZlllllllSll Z1111111L11 ZIIIIIII9II IIIIIIIII ZIIIIIUII ZIIIIIIISII IIIIIIIi��llZllllllllil IUlllZ�lItI�III�II8TIIII�IIL�IIIiIII1�11811 tUll� 9I�I l�llltllll.IlllSl iI U 1T ii ILI 9 1 l ull�ll► i���i��l ue M.� i _ ._, . ...,... . ..._ ., ..._.. .., ..,.....�__ �... _. DATE SUPPLY AIR THERMOSTAT MOUNTED POWER 77300 THERMOSTAT Q7300 SUBBASE REMOTE SENSOR AS SHOWN ON DRAWINGS BY DIV. 16 W/GUAkD G-1 (SEE M-SHEETS). HORIZONTAL RETURN 2X4 BOX BY DIV.16. AIR 9 PIN CABLE LOCATED AS 2X4 VERTICAL J-BOX BY DIV. 16 LOCATED IN CLERKS PLUGGED INTO SHOWN 0 1/2C-4*16 4X4 BOX MTD OFFICE W/SWITCH SW-1 9VLT BACKUP PCTOR SHEET M-1 NOTE NO.1 - X1 TRANSFORMER MOUNTED IN COVER. STEP BATTERY SUBBASE 8 CONDUCTOR STEP 7 / S-1 T-1 THERMOSTAT 1/2C-2#16 3/403#18 S 2 3/4C_3*18 $ 1 Ln COOLING �' CABLE AND S TO 2 -- --�- > 2X4 VERTICAL 3/4C 2#16. IF CO 01/USED DM-1 M -� 12 PL IN CABLE DIV.J-B1 BY LOCATED IN �r 3/4C-8 CONDUCTOR DIV. 16 SEE NOTES �--��o SUBBASE I 1 AND 4 r:KBISHOPS OFFICE I THERMOSTAT CABLE I 79 1/2C-2#1g — REMOTE SENSOR W/GUARD G-1 rI, SEE NOTE i b 4 eeeeeeee STEP 6 3/4C-6 OUTSIDE CONDUCTOR -- - --- - - - - 3�4C�-- AIR es® Q7300 THERMOSTAT 4X4 BOX BY -----� 4X4 BISHOPS AND CLERKS SYSTEM � CABLE DIV. 16 BOX NORMALLY OPEN DAMPER MINIATURE _ SEE NOTE LOCATED IN SET TO MIN. POSITION BY CONFIGURATION 1 d MECH. RM. 4 i AIR BALANCE CONTRACTOR STTEPEP 3 S SI ��, �►�;-� m 3 �•� �,`• ��epi° ' CD l� �- 1/2C-2*16 CONDENSING UNIT FURNACE UNIT MIXED AIR MIN ATURE O� { CONFIGURATION (IF COOLING USED) SWITCHES SUBBASE C r STEP 3 WIRING ttx>� TERMINALS L CONDUrr AND W STEP 5 D cli BY DIV. 1e j W con= am""mCONDUIT DIAGRAM ' Li I BY DIV16 +— . - - - - - - - - CONDVUBYDIV,15 CLASSROOM SYSTEMS 11I3ta BY DM 15Lij ONLY 2 0 ® 8 CLI MPER O` f= m FOR AT PUMP W w < UJ 19990 000901 1_ Z Y !� ■ ° N Z 120/24VAC 120V POWER 38VA BY DIV. 16 FAN X-1 4X4-BOX MNTD WIRE NUT (TYP.) — AUT ON EAT COOL TRANSFORMER , -Vvl t YELLOW BLACK : N o LED-1 LEO-2 DM-I SEE NOTE 3 WHITE 120V M T BLUE WHIT HIGH VOLTAGE BLACKDOORESWION AT TCHES CONFIGURATION OF ILLUSTRATED SWITCH IS: CONFIGURATION OF ILLUSTRATED SWITCH IS: OW T TAN BLACK/TAN-� 1-ON 1-OFF 2-ON 2-OFF .-BLACK 3-OFF FACTORY SET 3-ON !' FACTORY SET SWITCH/RECEPTACLE 4-ON 4-ON BLUE BY DIV. 16 5-ON 5-OFF X TAN RED BLACK SETTING THE THERMOSTAT CONFIGURATION SWITCHES. STEP 3 SETTING THE SUBBASE CONFIGURATION SWITCHES. STEP 3 RH - $LACK/TAN JUMPER RC RED RED R Y1 YELLOW 4X4 - J BOX LOW VOLTAGE W/ COVER WHITE w TERMINAL WI _ WHITE BY DIV. 15 STRIP SEE NOTE 4 YELLOWY NOTES: _ _ GREEN G BLACK 4X4 - J BOX REEN C 1. THERMOSTAT CABLE- 8 CONDUCTOR- 18 AWG CONTROL EQU i PM EN T Al - - W/ COVER SOLID COPPER WARE INSULATED WITH HIGH RS MARK DESCRIPTION CAT.NO. 1 _ TAN BY DIV. 16 C INSTALLATION STEPS DENSITY PARALLEL. ENCLOSED EIN BROWN PVOC JACKET. A2 - - LUE 7-1 THERMOSTAT 7730061003 SEE NOTE 1 THESE INSTRUCTIONS HAVE BEEN INCLUDED A5 A BRIEF REFERENCE TO AID YOU (NO 22 AWG CABLE ALI-OWED). Y2 YELLOW/BLUE IN THE INSTALLATION OF THIS THERMOSTAT SYSTEM. IF YOU HAVE QUESTIONS, SB-1 SUB BASE 07300E 1001 USE THERMOSTAT WIRE PLEASE REFER TO THE T7300/Q7300 SPECIFICATION SHEET. 2. IF CONDENSING UNITS HAVE THEIR OWN POWER S-1 SENSOR/PUSH BTN T7147A1002 W2 FOR JUMPERS SUPPLY IT MAY BE NECESSARY TO ADD ADDITIONAI RELAYS IN CONDENSING UNIT TO DM-1 DAMPER MOTOR M836A1042 L WHITE -- '- PROPERLY INTERFACE CONTROLS. MOUNTING BASE 16254AC YELLOW IF COOLING CARRIER 5$SXC FURNACE FOLLOW THE STEPS IN THE EXACT ORDER LISTED BELOW. B IS USED USE WIRE NUT CONNECTORS FOR SPLICING LINKAGE 029881065 0 BLUE FAILURE TO EXECUTE THEM IN THIS ORDER COULD RESULT IN CONDUCTORS AND TYTON TYPE CRIMP YELLOW -- POWER IMPROPER OPERATION OF THE THERMOSTAT OR LONGER INSTALL- CONNECTORS FOR TERMINAL CONNECTIONS. NO CAI YELLOW TIME THAN IS REQUIREDTERMINAL CONNECTORS REQUIRED AT X-1 TRANSFORMER AT72DII88 . CA ? WHITE YELLOW BY DIV. 16 THERMOSTAT. 120/24V-38VA -�. BLUE 4. DO NOT RUN ANY OTHER WIRING IN THIS CA3 STEP 1. REMOVE POWER FROM EXISTING THERMOSTAT AND SUBBASE. (FOR CONDUIT EXCEPT THERMOSTAT CABLE. G-1 SENSOR GUARD BTG-K * ' SEE NOTE 2 - RETROFIT ONLY). CA4 CONDENSING UNIT ( - I STEP 2. REMOVE EXISTING THERMOSTAT AND SUBBASE. FOR RETROFIT 5. ADJUST FURNACE FAN SPEED CONTROL WIRING BLACK TO MATCH SCHEDULE SHEET. CHANGE FAN 0 CA5 ONLY). SPEED WIRING SO FAN RUNS AT SAME SPEED C-7w_I SPDT SLr�-MINITUKE ARGHER _„I RED FOR BOTH HEATING AND COOLING. i5WITCH. 4r,A4u4p/120V .275 -(,55A O T STEP 3. SET CONFIGURATION SWITCHES ON T7300 THERMOSTAT AND Q7300 WIRING DIAGRAM CLASSROOM SYSTEM - SUBBASE. SEE ABOVE REQUIRED SETTINGS. (REFER TO PAGES8LABEL LED-1 NEAT, LED-2 COOL USING tIJ ALL CATALOG NUMBERS SHOWN ARE . ~ T - 10-13 IN THE 77300/07300 SPECIFICATION SHEET). HONEYWELL LABEL KIT PROVIDED WITH T7300 HONEYWELL UNLESS * 0 LED1 STEP 4. MOUNT 07300 SUBBASE TO WALL OR JUNCTION BOX. (REFER TO THERMOSTAT. * BEKO CLEAR COVER WITH SOLID , 8 CONDUCTOR THERMOSTAT CABLE SEE NOTES 1 AND 4 PAGES 13 AND 14 IN THE T7300/Q7300 SPECIFICATION SHEET). PLASTIC BASE. DRILL 5/8" DIA. W 1 , LED2 HOLE IN COVER OVER PUSH BUTTON STEP 5. WITH 24 VAC POWER TURNED OFF CONNECT CONTROL WIRES LIGHT. W SEE NOTE #6 TO Q7300 SUBBASE WIRING TERMINALS. SEE DIAGRAM. (REFER TO J PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). T-1 ~ SB-1 "T" TERMINALS ARE W W STEP 6. CONNECT THE T7300 THERMOSTAT'S 12 PIN CABLE (WIDER CABLE) NOT USED in Q. TO THE Q7300 SUBBASE'S 12 PIN CONNECTOR. BE SURE CABLE PLUG LLI CA TERMINALS CA TERMINALS AND SUBBASE PINS LINE UP 50 ALL PINS ARE INSERTED INTO PLUG 0 � p ® O � 5 4 3 2 1 G ~ © I 0 5 4 3 2 1 G . (REFER TO PAGE 28 IN THE 1.7300/07300 SPECIFICATION SHEET). V I REDAC BLAC GREEN-RUN o GROUND WIRE STEP 7. CONNECT THE 1'7300 THERMOSTAT'S 9 PIN CABLE TO THE Q7300 RED © 0 GROUND WIRE Q I BLUE WHITEAND CONNECT SUBBASE'S 9 PIN CONNECTOR. BE SURE CABLE PLUG AND SUBBASE WHITE WHITE AND CONNECT 2 ELLOW TO 2X4 J-BOX PINS LINE UP SO ALL PINS ARE INSERTED INTO PLUG. (REFER TO -� ELLOW TO 2_X4 J-BOX O PACE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). __ _ _ _-_- __- - _ _- -- ~ RED � STEP 8. 4 VA POWER TO THE T7300 THERMOSTAT AND Q7300 SUBBASE. BLUE - BLUE - ® - SW-1 MOUNT Q O ! APPLY 2 C d cam] (� -� d =0 � BLUE d W IN COVER S TEP 9. CHECKOUT T7300 THERMOSTAT AND Q7300 SUBBASE OPERATION S-1 BASE S-1 COVER USING TEST MODE. (REFER TO PAGES 29-31 IN THE T7300/Q7300 S-2 BASE S-2 BASE S-) BASE S 1 COVER REMOTE SENSOR/PUSH BUTTON SPECIFICATION SHEET). REMOTE SENSOR W/O REMOTE SENSOR W/O REMOTE SENSOR W/PUSH BUTTON m W/GUARD G-1 STEP 10. INSTALL 9 VOLT BATTERY BACKUP INTO 77300 THERMOSTAT, PUSH BUTTON W/GUARD G-1 PUSH BUTTON W/GUARD G-1 W/GUARD G-I m (REFER TO PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). p BISHOPS AND CLERK SYSTEM w CLASSROOM SYSTEM Q . W c� STEP 11. SET SUBBASE FAN SWITCH TO ON-FOR SUMMER (CONTINUOUS FAN) cs5 rn� Q, OR AUTO-FOR WINTER (FAN CYCLES) DEPENDING ON THE SEASON. PROPERTY NUMBER cc T7300/Q7300 INSTALLATION INFORMATION DEVELOPMENT NUMBER HA92-243 SHEET NO. N NORTH DAKOTA, 11065 M 1 1 U BUP 93.0057 76 OF 67 y 11 iom 1! om �, w IF THIS DOCUMENT IS LESS 11�TjT AUGUST � s 1 � 1 4 8 • , 11D 1 . LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF I �IL–I � No.9e THE ORIGINAL DOCUMENT. 9 ZII 9II I I IIII IIIIII III�IIIIII�IIiI Illlllllf�lll!II 111 I�III�IIII i III IIII III! Ullllll �Jll !I llllll U Ilihl,ll11i1,1,i1II I L 9 [,,IllllIIIII8II 1111 SII111I 11II ZIIII�IIII TIIoII�IuiJeII IIIIIIIII IIIII III{ I II I Illi 11 II I�I - F TE NORMALLY OPEN DAMPER LOCAL RELAY PANEL AND T7300 THERMOSTAT 07300 SUBBASE SUPPLY AIR SET TO MINIMUN POSITION T-1 MOUNTED AS SHOWN ON SUPPLY AIR BY AIR BALANCE CONTRACTOR DRAWINGS. ' 9 VOLT BACKUP 9 PIN CABLE BATTERY CONNECTOR PLUGGED INTO 3/4C-6#IE — 3/4C-8#16 i/2C-4#16 STEP 10 SUBBASE <::: I- - - '1�Hi>II" � - - - - - - - - - - -� r- -B- - - - - - - - ��- - - - - - - - - - - - -� STEP 7 fill POWER I OUTSIDE AIR I I LOCATED AS POWER I OUTSIDE AIR 12 PIN CABLE BY I 1/2C-4#16 I I SHOWN ON BY I X NORMALLY OPEN � PLUGGED INTO DIVISION ( X2 • SHEET M-1 DIVISION I DM-1 DAMPER SET TU SUBBASE 16 I DM-1 RELAY T 1 16 MIN. POSITION BYPANEL 3 4"C f - I AIR BALANCE oomos000 STEP 6 2X4 VERTICAL I Q ( q w � I RP-1 I BOX BY DIV. 16 � I CONTRACTOR. BY4D DIV. I I JUNCTION BOX ' I Go,*RETo000 07300 VINIATURE AIR URN 16 G 2 S 1 (TYPICAL) AIR i0 CONE DURATION � L - - - -Ij SWITCHES - L- 3/4C-8 CONDUCTOR STEP 3 co SWITCH L �o SDIff -1 THERMOSTAT CABLE SWITCH L go SD-1 m m BY DIV.16 I SEE NOTE 4 8� 7 BY DIV.16 � r 1/2C-2#16 DECK OR FLOOR L 3/4C-12 CONDUCTOR THERMOSTAT DECK OR FLOOR T7300 E 1/2C-2#116 MINIATURE f CABLE. SEE NOTE 1 d. 4. L °� MIXED AIR MIXED AIR CONFIGURATION �,. ota . TO FURNACE TO FURNACE SWITCHES SUBBASESTEP 3 WIRING CONDENSING UNIT TERMINALS ' j CONDENSING UNIT L E G E N D STEP 5 Ac 1 - _ - _ _ -H, _ - - - _ - CONDUIT BY DIV16 WIRE BY DIV. 15 � � ,,,` . CONDUIT DIAGRAM �••• •• �---� v —H! CONDUIT AND WIRE BY DIV. 15 ! f J�1 _,--- r-,.�I CONDUIT AND WIRE BY DIV, 16 CULTURAL CENTER SYSTEMS r NOTES: W ® ,.._. ONLY 2 D 1. THERMOSTAT CABLE - 12 CONDUCTOR - 18 AWG 4. DO NOT RUN ANY OTHER WIRING IN THIS FM ATEA 2 ►= Z >_ SOLID COPPER WIRE INSULATED WITH HIGH CONDUIT EXCEPT THERMOSTAT CABLE. v QLwj DENSITY POLYETHYLENE. CONDUCTORS . FW-- _ � Y 1 ' h- PARALLEL. ENCLOSED IN BROWN PVC JACKET. 5. ADJUST FURNACE FAN SPEED CONTROL WIRING i o ` Z (NO 22 AWG CABLE ALLOWED). TO MATCH SCHEDULE SHEET. CHANGE FAN ° SPEED WIRING SO FAN RUNS AT SAME SPEED FAN 2. IF CONDENSING UNITS HAVE THEIR OWN POWER FOR BOTH HEATING AND COOLING. SUPPLY IT MAY BE NECESSARY TO ADD AUT ON HEAT 9COOL ADDITIONAL RELAYS IN CONDENSING UNIT TO 6.LABEL LED-1 HEAT. LED-2 COOL USING PROPERELY INTERFACE CONTROLS. HONEYWELL LABEL KIT PROVIDED WITH T7300 THERMOSTAT. ° O p LED-1 1 ED-2 3. USE WIRE NUT CONNECTORS FOR SPLICING 7, THERMOSTAT CABLE 8 CONDUCTOR 18 AWG CONFIGURATION OF ILLUSTRATED SWITCH IS: CONFIGURATION OF ILLUSTRATED SWITCH IS: CONDUCTORS AND TYTON TYPE CRIMP SOLID COPPER WIRE SAME SPEC"S AS NOTE 1-ON 1-ON CONNECTORS FOR TERMINAL CONNECTIONS. NO NUMBER ONE ABOVE2-ON 2-ON FACTORY SET TERMINAL CONNECTORS REQUIRED AT . 3-OFF FACTORY SET 3-ON THERMOSTAT. 4-ON 4-ON 5-ON 5-OFF SETTING THE THERMOSTAT CONFIGURATION SWITCHES. STEP 3 SETTING THE SUBBASE CONFIGURATION SWITCHES. STEP 3 120V 10 60 H 3 SD-1 AUX. ALARM H N 14 13 12 11 7 6 SWITCH BLACK/WHITE BY DIV 16 19 9 WHITE BLACK _J FURNACE 11 DOOR SWITCH F BLACK CONTROL EQUIPMENT BLUE I TB 1 TB2 L 1 - -- I I FU X. J-B CX T BLACK I INSTALLATION S T A L L A:.T I O N STEPS MARK DESCRIP , ION CAT. N0. 1 X L 1 R - � L2 - -- - - IN FURNACE RED WHITE N X BLUE ' H T-1 THERMOSTAT T730OB1003 RH I X-1 WHITE W WHITE X2 THESE INSTRUCTIONS HAVE BEEN INCLUDED AS A BRIEF REFERENCE TO AID YOU S-1 I SEN./PUSH-BUTTON T7147A1002 JUMPER RED SPACE SPACE IN THE INSTALLATION OF THIS THERMOSTAT SYSTEM. IF YOU HAVE QUESTIONS, S •1 I DAMPER MOTOR M� 147AI02 RC RED l 1 O GH O DM-1 PLEASE REFER TO THE T7300/Q7300 SPECIFICATION SHEET. Y1 YELLOW GREEN R1 Z _T RED R YELLOW M836A - RED MOUNTING ?ASE 162::!AC WHITE I RN GCBLAC UE R WI - GREEN I RIZ _ _ JR2 Y I WHI BLACK TAN oB - LINKAGE Q298B 1065 OW FOLLOW TIE STEPS IN THE EXACT ORDERLISTED g;' D `OW, x-2 TRANSFORMER AT72D1188 G _ _ GREEN GREEN I G - III III -. A2 03 C � BLACK/TAN FAILURE TO EXECUTE E ECU E THEM IN THIS ORDER COULD RESULT IN 120/24V 38VA Al X FAN R1 `'AMPER R2 X SEE NOTE #2 IMPROPER OPERATION OF THE THERMOSTAT OR LONGER INSTALL- sB-t A2 _ _ TAN SPACE SPACE ATION TIME THAN IS REQUIRED. YELLOW/BLUE YELLOW THERMOSTAT Q7300E1001 Y2 _ PINK WHITE R3Z SR4 C SUB-BASE G-2 SENSOR GUARD TGV-16 GREY BLACK/TAN STEP 1. REMOVE POWER FROM EXISTING THERMOSTAT AND SUBBASE. (FOR W2 - ' R3Z - III -' JR4 WHITE CONDENSING UNIT RETROFIT ONLY). L WHITE WHITE W1 - 11 I 11 I -- W2I 12 HV 1� 60 N 3 STEP 2. REMOVE EXISTING THERMOSTAT AND SUBBASE. (FOR RETROFIT B YELLOW X R3 R4 X SD-1 AUX. ALARM ONLY). RP-1 RELAY PANEL CIRCLE-AW V) HEAT i HEAT 2 o SWITCH 1BX12X4W/COVER STEP 3. SET CONFIGURATION SWITCHES ON T7300 THERMOSTAT AND 07300 0 O BLUE SPACE SPACE � BY DIV 16 14 13 ? 6 12 11 SUBBASE. SEE ABOVE REQUIRED SETTINGS. (REFER TO PAGES TB-1 TERMINAL STRIP AMP _ _ YELLOW YELLOW R5'r -_T 10-13 IN THE T7300/Q7300 SPECIFICATION SHEE-f . a CAI Z S ) TB-2 TERMINAL STRIP AMP Z CA2 _ WHITE I 1. .l ( STEP 4. MOUNT 07300 SUBBASE TO WALL OR JUNCTION BOX. (REFER TO R1-R6 RELAY DEC RH26-UL cy OU R5 _ CA3 S R6 BLACK/TAN PAGES 13 AND 14 IN THE T7300iQ7300 SPECIFICATION SHEET). W � S1-S6 SOCKET 10EC SH28-OS W� YELI_.)W Y1 — III III — Y2 STEP 5. WITH 24 VAC POWER TURNED OFF CONNECT CONTROL WIRES Z L_q TO Q7300 SUBBASE WIRING TERMINALS. SEE DIAGRAM. (REFER TO C1 MTG RAIL iDEC BND-1000 na. J CA4 1 X R5 R6 x FURNACE PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). Y. 1 TRANSFORMER AT87A1106 Q CA5 - - BLACK COOL 1 COOL 2 DOOR SWITCH ACK120/24V 50VA w W RED PANEL RP-1 I ( AUX. J-BOX STEP 6. CONNECT THE T7300 THERMOSTAT'S 12 PIN CABLE (WIDER CABLE) T - L1 -' -- - FURNISHED TO THE Q7300 SUBBASE'S 12 PIN CONNECTOR. BE SURE CABLE PLUG BLUE L2 - - - - _-I IN FURNACE AND SUBBASE PINS LINE UP SO ALL PINS ARE INSERTED INTO PLUG 1L! O H WHITE (REFER TO PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). LED1 WHITE0 W I BLACK/ X2 ')ALL CATALOG NUMBERS SHOWN U i 0 GH WHITE STEP 7. CONNECT THE T7300 THERMOSTAT'S 9 PIN CABLE TO THE Q7300 ARE HONEYWELL NUMBERS H- LED?. 0YELLOW M83fiA SUBBASE'S 9 PIN CONNECTOR. BE SURE 'CABLE PLUG AND SUBBAS UNLESS " Q COM RED/GREEN 16 GA WIRE R R PINS LINE UP SO ALL PINS ARE INSERTED INTO PLUG. (REFER TO * G-2 SHAW PERKINS. INC. SERIES 16 0 SEE BLAC RED/BLUE/TAN'/GREY/PINK 12 CONDUCTOR T ERMOSTAT CABLE GC -r T o PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). WITH KEYED CAMLOCKING COVER T-1 NOTE #6 - -- N LL Y I BLACK TAN SB-1 SEE NOTE #1 C BLACK/TAN OW STEP 8- APPLY 24 VAC POWER TO THE T7300 THERMOSTAT AND Q7300 SUBBASE. Q WHITE/RED/GREEN/YELLOW 16 GA WIRE BLUE _ SEE NOTE #2 STEP 9. CHECKOUT T7300 THERMOSTAT AND Q7300 SUBBASE OPERATION 8 CONDUCTOR THERMOSTAT YELLOW USING TEST MODE. REFER TO PAGES 29-31 IN THE T7300/Q7300 CABLE SEE NOTE #7 SPECIFICATION SHEET). CA TERMINALS � M m O I mYELLOW/BLUE STEP 10'. INSTALL 9 VOLT BATTERY BACKUP INTO T7300 THERMOSTAT. 5 4 3 2 1 IG C N T RED BLACK GREEN-RUN GROUND BLUE (REFER TO PAGE 28 IN THE T7300/Q7300 SPECIFICATION SuFF:T). z v rn ( o o WIRE & CONNECT TO LEGEND: STEP 11. SET SUBBASE FAN SWITCH i0 ON-FOR SUV'VER (CONTINUOUS FAN) s BLUE WHITE 2X4 J-BOX CONDENSING UNIT OR AUTO-FOR WINTER (FAN CYCLES) DEPENDING ON THE SEASON. _ -LLOW PROPERTY NUMBER WIRING DIAGRAM DIVISION 16 - -� - - - - - - - - OR FACTORY T7300 /Q7300 INSTALLATION INFORMATION- CULTURAL CENTER SYSTEM PRE-WIRED DEVELOPMENT NUMBER DIVISION 15 S-1 BASE S-i COVER WIRING HA92-243 C`4 REMOTE SENSOR/PUSH BUTTON SHEET NO. o WITH GUARD G-2 O NORTH DAKOTA, 11065 ,. BUP S3-0057M - 12 �p 77 OF 87 IF THIS DOCUMENT IS LESS 1 7`111 r/No.36 LEGIBLE THAN THIS NOTATION, 1 4 6 8l� � AUVUST 30 1995 ' - — - - e IT I - — S DUE TO THE QUALITY O1 THE ORIGINAIr DOCUMENT. f(IIII�I6ZIIIIll8lll ZII I1II ILI IIZI II i II I 8II ZIIIIII-III ZIIIIIIIII Z(IIIII I£II II IIII III ZIIIII IITIZIUIIIIIIZIIIIIIIIITIII�II llBlT lllllililllll i lIllII IIIUW�UIi1.11.11111 lUllll I�� 8 I —£1L6L IIrim, 1 �� Z [� me II I '• '<'" t I DATE NORMALLY OPEN DAMPER NORMALLY OPEN DAMPER - SET TO MINIMUM POSITION SET TO MINIMUM POSITION BY AIR BALANCE 3/4C-8#16 BY AIR BALANCE SUPPLY AIR 77300 THERMOSTAT 07300 SUBBASE <_ CONTRACTOR CONTRACTOR 1/2C-4#16 _ _ _ _ _ /-STEP 9 VOLT BACKUP 9 PIN CABLE 111 7 - - - - � � - - -' BATTERY CON"' OR °LUGGED INTO co 3/4C-8#16 MOUNTED IN 10 SUBBASE 1/2C-4#12 - - — I MECHANICAL ROOMS RET. I STEP 7 DX-COIL RET. AIR I BY DIV.15 AIR DX-COIL I �Y �E POWER �— _ — 2X4 BOX HORIZONTAL — — — -- — -----� POWER BY DIVISION SD-1 OUTSIDE Tl SD-1 � ; 12 P"� CABLE ! 16 AIR BY DIV. 1/2C-4#16 I _ BY PLUGGED INTO L RELAY - —� DIVISION SUBBASE V) PANEL 3/4"C I 2X4 VERTICAL RP-1 OUTSIDE I IF 16 6 I — S1 G1 J-BOX BY DIV-16 AIR I ooaeo•o° STEP 6 JUNCTION �.``_ DM-1 DM-1 -- JUNCTION BOX (TYP.) v' �' ® L Cuj BOX REMOTE SENSOR W/ GUARD G-1 ° S°°°•o `M MINIATURE L (TYPICAL) ( � X2 - - - - X2 � MOUNTED IN ROOMS AS SHOWN I CONFIGURATION � C TWIN KIT 00 foo 1/2C-2016 1/2.0-4#16 ON SHEET M-1 00 Oo I TWIN KIT I I SWITCHES if IJW > CONTROL DECK OR FLOOR 3/4C-8 CONDUCTOR THERMOSTAT DECK OR FLOOR I — CONTROL m E 3 BOX 3/4C-2#16� I CABLE SEE NOTES 4 AND B I m -- - 4X4 BOX BY DIV.16 �}- 3/4C-2#16 T7300 MIXED AIR MIXED AIR - _ _ _ MINIATURE D - LH RH TO FURNACE 3/4C-12 CONDUCTOR THERMOSTAT TO FURNACE L - �� CONFIG►:RATION CABLE SEE NOTES 1 AND 4 LH RH SWITCHES o# CONDENSING UNIT ^\ STEP 3 SUBBASE - WIRING LEGEND: CONDUIT DIAGRAM CONDENSING UNIT TERMINALS CONDUIT BY DIV. 16 WIRE BY DIV. 15 FOR CHAPEL SYSTEM STEP 5 CONDUIT AND WIRE BY DIV. 15 — Li CONDUIT AND WIRE BY DIV. 16 FOR DOUBLE TANDEM SYSTEMS (CHAPEL) NOTES: C O N T R O L E Q U I P M E N T C l� 1. THERMOSTAT CABLE - 12 CONDUCTOR - 18 AWG w vvv MARK DESCRIPTION CAT. NO.Cl) MARK DESCRIPTION CAT. N0. SOLID COPPER WIRE INSULATED WITH HIGH ONLY 'IN n - DENSITY POLYETHYLENE. CONDUCTORS FOR ATEPUMP ~ 0] T-1 THERMOSTAT T730OB1003 SENSOR GUARD BTG-K BEKO CLEAR COVER WITH w x < w 1� `� " G-1 PARALLEL. ENCLOSED IN BROWN PVC JACKET. f- r � Y CHAPEL ZONE SOLID PLASTIC BASE. DRILL 5/8" CN DM-1 DAMPER MOTOR M836A1042 DIA. HOLE IN COVER OVER PUSH (NO 22 AWG CABLE ALLOWED). E vl - Z MOUNTING BASE 16254AC BUTTON LIGHT. 2. IF CONDENSING UNITS HAVE THEIR OWN POWER 8 LINKAGE Q298BI065 G-2 SENSOR GUARD TGV-16 SHAW PERKINS INC. SUPPLY IT MAY BE NECESSARY TO ADD FAN SERIES 16 W/KEYED CAMLOCKING ADDITIONAL RELAYS IN CONDENSING UNIT TO L AUTO ON HEAT COOL X-2 TRANSFORMER AT72D1188 COVER METAL FOR CULTURAL PROPERLY INTERFACE CONTROLS. v If 120/24V 38VA HALL USE ONLY. I 3. USE WIRE NUT CONNECTORS FOR SPLICING `�o o LED-1 L LED-2 SB-1 THERMOSTAT SUBBASE Q7300E1001 CONDUCTORS AND TYTON TYPE CRIMP CONNECTORS FOR TERMINAL CONNECTIONS. NO CONFIGURATION OF ILLUSTRATED SWITCH IS: CONFIGURATION OF ILLUSTRATED SWITCH IS: S-1 SENSOR/PUSH BTN T7147A1002 TERMINAL CONNECTORS REQUIRED AT 1-ON 1-ON THERMOSTAT. 2-ON 2-OIN FACTORY SET 3-OFF FACTORY SET 3-ON FRP-1 RELAY PANEL CIRCLE-AW Sn-1 SMOKE DETECTOR BRK-DH1851AC 4. DO NOT RUN ANY OTHER WIRING IN THIS 4-ON 4-ON a: 18X12X4W/C0VER CONDUIT EXCEPT THERMOSTAT CABLE. 5-ON 5-OFF ' o TB-1 TERMINAL STRIP AMP 5. MANDATORY TO INSTALL FURNACE TWIN KIT SETTING THE THERMOSTAT CONFIGURATION SWITCHES. STEP 3 SETTING THE SUBBASE CON7GURATION SWITCHES. STEP 3 w TB-2 TERMINAL STRIP AMP CONTROL BOXES FOR TANDEM FURNACE J OPERATION PER MFG. RECOMMENDATIONS. dRl-R6 RELAY IDEC RH2B-UL (DO NOT ELIMINATE TWIN KITS). 120V 10 60 H3 SMOKE DETECTOR 120V 10 60 H3 SMOKE DETECTOR CL S1-S6 SOCKET 1DEC SH2B-OS 6. ADJUST FURNACE FAN SPEED CONTROL WIRING H " 10 A SD-1 H " 10 A SD-1 CL C1 MTG RAIL 1DEC BND-1000 TO MATCH SCHEDULE SHEET. CHANGE FAN i 120 VAC 120 VAC i 120 VAC 120 VAC w SPEED WIRING SO FAN RUNS AT'SAME SPEED AUX. ALARM I AUX. ALARV X1 TRANSFORMER AT87A1106 FOR BOTH HEATING AND COOLING. SEE MECH. 120/24V 50VA SCHEDULE SHEET FOR REQUIRED FAN SPEED. 14 13 SWITCH SWITCH 14 13 7. LABEL LED-1 HEAT, LED-2 COOL USING THE BY DIV 16 NC 7 NO 6 BY DIV 16 ! Q NC 7 NO 661 O 1 ALL CATALOG NUMBERS SHOWN ARE HONEYWELL NUMBERS UNLESS OTHERWISE SPECIFIED. HONEYWELL LABEL KIT PROVIDED WITH T7300 #12 �J THERMOSTAT. BLACK #12 BLACK WHITE WHITE 8. THERMOSTAT CABLE 8 CONDUCTOR 18 AWG SOLID COPPER WIRE SAME SPEC.'S AS NOTE FURNACE AUX. J-BOX FURNACE - AUX. J-BOX NUMBER '1 ABOVE. DOOR ""I FURNISHED DOOR -19 FURNISHED INSTALLATION STEPS BLACK/WHITE SWITCH IN FURNACE SWITCH IN FURNACE I WHITE BLACK BLACK -i BLACK THESE INSTRUCTIONS KAVE BEEN INCLUDED AS A BRIEF REFERENCE TO AID YOU WHITE ( I ,WHITE I ( BLACK IN THE INSTALLATION OF THIS THERMOSTAT SYSTEM. IF YOU HAVE QUESTIONS, TB-1 TB2 W LI — — — — — 4- -0 W LI (— — — — — — — J I PLEASE REFER TO THE T7300/Q7300 SPECIFICATION SHEET. X SLUE BLACK L1 R RED R L2 - - - - - J - - - - - - J R L2 �. RH _RED WHITE N X-1 X BLUE 0 GH X C) GH X2 SPACE SPACE 0 GC 0 Gc, FOLLOW THE STEPS IN THE EXACT ORDER LISTED BELOW. RC RED RED r _ 1 SLAC o 0 C YELLOW w 0 C YELLOW FAILURE TO EXECUTE THEM IN THIS " RDER COULD RESULT IN Y1 YELLOW GREEN R1 -L 1R2 TA '� p Y DM-1 0 Y DM-1 IMPROPER OPERATION OF THE THERMOSTAT OR LONGER INSTALL– Yl BLACK BLUE M836A RED I SLAC BLACK BLUE LEFT HAND R ATION TIME THAN IS REQU!gE-D. W1 _ WHITE GREE I -RI �R2 TAN LEFT HAND WHITE ° R FURNACE WHITE BLACK o B _ _ - Z - III III - S _ FURNACE _ BLACK o B G GREEN GREEN I TAN BACK TA 41 OT O W o W G - III III - A2 RED-X_ TAN R1 BLACK/TAN TAN STEP 1. REMOVE POWER FROM EXISTING THERMOSTAT AND SUBBASE. (FOR Al X R1 R2 RED R1 RETROFIT ONLY). FAN DAMPER I I SEE NOTE I I SEE NOTE _ _ TAN SPACE SPACE I - RED _ wl A2 RED i Wl #5 Gl BLACK/WHITE I I G-I #5 BLACK/WHITE STEP 2. REMOVE EXISTING THERMOSTAT AND SUBBASE. (FOR RETROFIT ' Y2 _ _ PINK WHITE R3Z _T WHITE GREEN R2 GREEN R2 ONLY). J GREY 120V 10 60 H 3 W2 I 120V 10 60 H 3 STEP 3. SET CONFIGURATION SWITCHES ON T7300 THERMOSTAT AND 073^O 0 W2 - - f23t = — SR W2 H N H N SUBBASE. SEE ABOVE REQUIRED SETTINGS. (REFER TO PAGES L WHITE WHITE EIII III GREY RED 0 G2 I RED _ _ WHITE G2 I 10-13 IN THE T7300/Q7300 SPECIFICATION SHEE f). Z W1 - III III - W2 _ _ R SWITCH R SWITCH O B YELLOW X R3 R4 X I WHITE _ _ W I BY DIV 16 WHITE - _ W I BY DIV 16 STEP 4. MOUNT 07300 SUBBASE TO WALL OR JUNCTION BOX. (REFER TO U GREEN PAGES 13 AND 14 IN THE T7300/07300 SPECIFICATION SHEET). HEAT 1 HEAT 2 GREEN I _ G I W O BLUE SPACE SPACE RED - - G I I FURNACE p� l Z Ll C I I 0 C I I DOOR SWITCH STEP 5. WITH 24 VAC POWER TURNED OFF CONNECT CONTROL WIRES w O YELLOW YELLOW R5 R YELLOW YELLOW Y TO Q7300 SUBBASE WIRING TERMINALS. SEE DIAGRAM. (REFER TOI— CAI - - Z _T - - Y FURNACE DOCK - - - PAGE 28 IN THE T7300/07300 SPECIFICATION SHEET). � Q WHITE SWITCH -i I x CA2 - - R5m — III III — _T YEl LOW TWIN KIT CONTROL I T-**** AUX. J-BOX TWN KIT CONTROL ( ( AUX. J-BOX STEP 6. CONNECT THE T7300 THERMOSTAT'S 12 PIN CABLE (WIDER CABLE) i aCA3 YELLOW PINK BOXBOX BLACK TO THE Q7300 SUBBASES 12 PIN CONNECTOR. BE SURE CABLE PLUG 2 Y1 - I I ( III -- Y2 LA K I ( FURNISHED IN W I I FURNISHED IN AND SUBBASE PINS LINE UP SO ALL PINS ARE INSERTED INTO PLUG W C.A4 X � R5 R6 X WHITE ( FURNACE WHITE WHITE I I FURNACE � CA5 - - BLACK COOL_ 1 COOL 2 I RED W LI I RED I W LI - - - - - - I I (REF 'R TO PAGE 28 IN THE 77300/07300 SPECIFICATION SHEET). U R L2 - - - - - --� R L2 - - - - - - - -1 STEP 7. CONNECT THE T;'300 THERMOSTAT'S 9 PIN CABLE TO THE Q7300 T 0 GH ~ RED PANEL RP-1 I SEE NOTE #2 � GH I SUB3ASE'S 9 PIN CONNECTOR. BE SURE CABLE PLUG AND SUBBASE Q - - SEE NOTE #2- � BLUE GC GC PINS LINE UP SO ALL PINS ARE INSERTED INTO PLUG. (REFER TO O T - GREEN p C YELLOW GREEN 0 C YELLOW PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). h- LED1 0 Y C O Y BLUE c STEP 8. APPLY 24 VAC POWER TO THE T7300 THERMOSTAT AND Q7300 SUBBASE. Q RIGHT HAND BLUE RIGHT HAND LED2 STEP 9. CHECKOUT T73oo fH�P.MOSTAT AND Q7300 SUBBASE OPERATION COM RED/GREEN 16 GA WIRE FURNACE FURNACE i USING TEST MODE. (REFER TO PAGES 29-31 IN THE T7300/Q7300 BLUE/YELLOW i S°ECIFICATION SHEET SEE RED/WHITE/GREEN/YELLOW/ 16 GA WIRE CONDENSING UNIT STEP 1 INSTALL ) Y m '� m T_1 NOTE BLUE/YELLOW SB-1 #7 RED BLUE TAN/GREY PINK 12 CONDUCTOR THEPMOSTAT CABLE CONDENSING UNIT O S ALL 9 VOLT BATTER BACKUP INTO T7300 THERMOSTAT. Z N- w SEE NOTE #1 �, BLACK/TAN 16 GA WIRE (REFER TO PAGE 28 IN THE T7300/Q7300 SPECIFICATION SHEET). a s 8 CONDUCTOR THERMOSTAT CABLE SEE NOTE 4 d 8 RED/WHITE/GREEN/YELLOW 16 GA WIRE STEP 11, SET SUBBASE FAN SWITCH TO ON-FOR SUMMER (CONTINUOUS FAN) o LU CA TERMINALS OR AUTO-FOR WINTER (SAN CYCLES) DEPENDING ON THE SEASON. _ I 5 4 3 2 1 E PROPERTY NUMBER BLACU a RED GREEN-RUN GROUND LEGEND: T7300 /Q7300 INSTALLATION INFORMATION- I WIRE b CONNECT TO DEVELOPMENT NUMBER BLUE WHITE2X4 J-BOX LLOW WIRING DIAGRAM - - - - ORFA�ORY WE-WIRED NA92-243 FOR CHAPEL SYSTEM DIVISION 15 SHEET NO. 0 C� d 0 MMRING 0 S-1 BASE S-1 COVERFOR DOUBLE TANDEM SYSTEMM - 13S (CHAPEL) REMOTE SENSOR PUSH BUTTON W GUARD G-1/G-2 NORTH DAKOTA 1tO65 SUP 93-0057 78 OF 8y IF THIS DOCUMENT IS LESS � � TTTTT l 11 � � ' 1 9 9 5 !j LEGIBLE THAN THIS NOTATION, I 1 /.� I I 'r 30 _� 6 8 0 11, 2 AUGUST I< I. i i.- DUE TO THE QUALITY OF No.se THE ORTGINAI. DOCUMENT. -- — — --- -- _— — E Z BZ LZ 9Z Z Z S Z TZ Z I B�t I GT 9t 19t ibt ET Zt .I it t 6 L 9 4 �E Z ''0 IIIIII111111319LIN I�11 1111111 1 1�11�Wlllll 1111111/ ••� DATE MOTHER'S VESTIBULE B-11 ROOM111 N0�E 8 -CUSTODIAN 108 2_01 / 112 ROOM ROOM 2 F4 F18 2-FI B-11 (FUTURE ROOM ROOM (FUTURE EF SERVING NOTE 8 a CLERK) (FUTURE BISHOP) (FUTURE BISHOP) CLERK EF 4 AREA — MACH. 101 102 103 104 1 117 F12 122 — _ ------ NOTE 3 ---5� __.__-- _ ST --_ _ - __ - _ _ --_�_� ___ _----_ --- �.��—_.-__�-i �'� OTE F9 — EXIT F1 STOR. 2-F4 i,: , ,n ,; 3 _ ROOM ROOM - FL3 - r0 - — FI WO -N PASSAGEWAY 113 -- - 2-F4 119 120 t > 167 115 ' F1 107 1 F1 ' I w STO I � I ' - �� �� 1 ROOM 2-Fl II 4-F18 4-F/8 2-Fll { MEN NOTE 7 PNL B B-1,3 R�6 , ROOM 2-F4 2-F4 123 106 0 F16 4-F4 118 2-F19 E-9 i I F3 FB 2-F19 F4 F4 I —� 4-F4 I NOTE 11 ' � { M i I — 3 NOTE 3---" F9 CORR. B-7 CORR. B-5,7 ROOM 114 F a_-� — _ �� 105 109 6#12 6#12 6#12 6#12 ROOM B-11 124 NOTE 8 6-F1 6#12— EXIT PASSAGE 70 PHOTO CELL ��� (Fl! - 110 6-F1 — 4 2-F4 3 Kf f- _ f _ _ f ----- f f f b c Se _ 3 1 I -_ ROOM SAC. { I C-14,1 5-FI9 PREP. NOTE 12 4-FI ' 125 158 ob cd ' of J 2-F4 a F14 y F14 cd F14 of I � THRU DIMMER � Y NOTE 6 ' I - 'i F! F10 d F16 FJ6 F/6 ' NOTE 2 NOTE 2 ROOM TO LIGHTS F17 c g CULTURAL 126 IN LOFT c 19 �e e e CENTER � � THR 2-F4 15-F7 b ULTURAL 162 DIM ER CULTURAL ROOM ROOM i CENTER C-1012 CENTER 161 2 /4 - 163 f , NOTE 164 165 - 10 � L--� � 8-F4 10-F4 i I`NOT NOTE 7 ROSTRUM CHAPEL 160 8-F2 - " 7 159 J -FI4 8-F2 8-F2 EF WOMEN TO LIGHTS NOTE 9 NOTA/ W9 3 O E � i 130 IN LOFT 20-F/5 THRU N0At 3 2-F1 ' 1 24-1 ; 15-F, b a d NOTE 5 DIN MER _ 1-1 c F17 c ♦ d e e e NOTE 6 C ,8 C-9,11 F9 F9 NOTE 3 A-7,9NOTE 6 F/ Flo FI6 F16 F16 NOTE 2 -1 C-1 ,15 C-11 9 R'8 �iI 2-F1 PANEL "A" A 11,13 A-13 F14 F14 cd FI4 of ,3 FJ , ELEC. 'So Sb Sc NOTE Q I ab cd of _ 4 3� 132 _ it r:, NOTE 8 157 SdSeS I 5-F19 NOTE 12 I �q, t'iy F3 f f _ f _ _ f Y 66 Sd DIMMERS � S3S THRU ; 3 C-1 ay C-3,5 2-F12 3 THRU DIMMER EXIT PASSAGEWAY 143 PNL"C" 101 B-11 F1 + 8-F! , NOTE 8 6_F1 C-5 3 A-1.3 M M STAIR ! —I 1 0 I 2-FI9 3 UP TO I �' NOTE 11 HT A-3 — l 9 2-F19 2-Fl -Fll I 2-F4 � ROOM 2-F4 2-F4 2-F4 2-F4 � 2-F4 2-F4 2-F4 2-F4 2 4-F18 4-FIB L_ F1_5 1 NOTE 3 F16 F3 2-F4 EXIT 4-F! it PASSAGEWAY 166 I Li_ — — ROOM ROOM ELEC. ROOM ROOM ROOM ROOM ROOM ROOM ROOM ROOM CLEP,K BISHOP (FUTUREOBISHOP) CLERK(FUTURE 152 ROOM 142 140 139 138 137 136 135 134 '33 156 155 154 153 147 2-F4 F-18 F3 MAIN ELECTRICAL PANEL "M" `- STOR. MATERIAL 1 145 2-F11 VESTIBULE CENTER144 B-11 146 NOTE 8 MAIN FLOOR PLAN - LIGHTING SCALE: 1/8" 1'-0" ZQ w J J (L H w z = I'— fn (CIR.0-2) (CIR.0-4) NOTES 8 8 I. FINAL LOCATION OF LIGHT FIXTURES SHALL BE AS SHOWN ON 8. CIRCUIT THR'„' TIME SWITCH, CONTACTOR, AND PHOTO REFLECTED CEILING PLAN, SHEET A-16. CELL. PHOTO CELL LOCATED OUTSIDE EXIT PASSAGEWAY 110 TIME SWITCH AND LIGHTING CONTACTOR LOCATED (CIR.0-6) (CIR.0-8) (CIR.0-1U) (CIR.0-12) 2. LOWER CASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING IN CUST. ROOM 112. SWITCHES. SWITCH LEG NOT SHOWN. 9. MOUNT LIGHTING TRACK ON WALL CENTERED ABOVE B B 8 8 3. FIXTURES TO BE ON CONTINUOUSLY (NOT SWITCHED). DOOR AT +18'-0". PROVIDE,AND PERMANENTLY MOUNT ON PANEL DOOR, A 4"H X 6"W X 1/16" THICK LAMINATED PLASTIC 4. SEE ARCHITECTUAL DETAILS ON SHEET A-10 (CIR.0-14) (CIR.0-16) COMPOSITION LABEL WITH CONTRASTING COLOR FOR MOUNTING OF LIGHTS IN COVE AND WING WALLS. 10. MOUNT LIGHTING TRACK ON WALL CENTERED ABOVE } M m NOTE: CORE. LETTERS SHALL BE 1/4" HIGH ENGRAVED DOOR AT +10'-0". m o DO NOT GANG DIMMERS WITH WORDII`.G AS SHOWN BELOW: 5. TRACK LIGHT FIXTURES (TYPE F15) SHALL BE STORED WHEN 3 Y TOGETHER. 8 8 TRACK LIGHT NOT IN USE. 11. MOUNT F19 FIXTURES 8' ABOVE FINISHED FLOOR TO BOTTOM M w SEE P/A-24 FOR DIMMER 6. LIGHTING FIXTURES IN CULTURAL CENTER TO BE NUMBER OF FIXTURE. SEE A-7 FOR LOCATION. u Q) CABINET DETAIL CONTROL SWITCHES PROPERTY NUMR_. AND SWITCH MOUNTING (1000 WATT MAXIMUM CONTROLLED EY TWO SWITCHES, TWO OUTSIDE LAMPS 12. CENTER F19 FIXTURES IN CHAPEL 8'-6" ABOVE FLOOR LINE U DIMENSIONS. LOAD PER DIMMER) AND TWO INSIDE LAMPS ON EACH. OF CORRIDOR. CENTER FIXTLIr(E BETWEEN ACOUSTICAL PANELS. aSEE A-R FOR LOCATION. a 7. PROVIDE SUFFICIENT BOX DEPTH AND CORRECT PLASTER DEVELOPMENT NUMBER RING TO ACCOMODATE ACTUAL RELAY UNIT AND OCCUPANCY SENSOR INSTALLED. ALSO PROVIDE PROPER SEPARATION OF // HA92-2.43 120V AND CLASS 2 WIRING IF NECESSARY IN ACCORDANCE wov)4,4��d SHEET NO. " DIMMER SWITCH DETAIL___( WITH N.E.C. SET SENSITIVITY AND TIME DELAY OF SENSOR /� AT MAXIMUM. SENSOR TO BE WIRED IN SERIES WITH �y N SCALE: NONE RESTROOM LIGHT ;WITCH. E - 1 0 L. NORTH DAKOTA, 11065 BUP 93-0057 79 OF 87 _ - 'MuMMIW. .... _ .'"MN:w:J. .+,.....+rvwrll�w�► �1.. ^"•in.TV!.I!' r IF THIS DOCUMENT IS LESS I � 111 I 30 .L995P 7911 1 AUGUSTLEGIBLE THAN THIS NOTATION, � 4 6 � , T7; IT IS DUE TO THE QUALITY OF' - No.3G f THE ORIGINAL DOCUMENT. I £ Z 8Z LZ 9Z Z Z S Z TZ�f Z F11111141181 —LT8i 9T ibt Ei ZT Ti i 8 L84E I� Zalip�� �I II 11111111111 II IIII I I I I1111'�1111111 I Ill911 Nil] I1u 111 U DATE CU VESTIBULE CU CU CU' 8 _ 111 9 5 10 ^ _ — MOTHER'S CUSTODIAN � .� 112 ROOM GFCI \ I 108 i _S AREA G- MECH. 1 -- - WP�F I - -�M- GFCI WP FEI / M-6 NOTE 5 117 122 Ap 8-12 - C. WOMEN \� ,� ,� N 10 1 OM �\ -1 -- / in ROOM ROOM 107 PANEL B \ 1 6 , B 20 I / I \ CORR. B-18,20 , i w \\ (FUTURE BISHOP) �( CLERK FUTURE 1 n MEN GFCI - EXIT � i4 I 1 �� S OR. icc ROOM I ROOM 103 I , 106 109 PASSAGEWAY COST. STOR. \ �7 B-30 B 34 22 �I i 121 ROOM (FUTURE ! 104 - — +38 113 115 \ B-14,16 3#8 3�rg ROOM ROOM ROOM Low 1 I CLERK) (FUTURE // B-8 1 FCI ORR. I 167 OM \\ ,� NOTE 9 / I � � r 23 118 X19 120 - 101 / � I 38" 10 110 - - 11 \ GCI B-22,21 i+ i I S %'tl _ +46" L- B-28 GFCI \ -IIS" EWC -' 41 e -16 +3 2BO--6,0, B-6,8 *4 EXIT PASSAGEWAY 110 A!UP TO OUTLET 10 12 �- B-4 - At", UP _J� ROOM _ 1 B-26, 124 • ELECTRIC WALL y�( — j- I HEATER \ NOTE 11 TE 1 NO 11 � _ - 1 SAC. \ + 4 w _ _--- + 4 PREP. \ ' ~ - \ ROOM � NOTE 11 , \ 125 I� ' ROSTR�M 1 [El1 CHAPEL 160 B-15 8-13,15 -- 1 ROOM IN TO LOFTJ-BOX '� 1 _ 126 ROOM ROOM 1 i NOTE 14 ' 164 165 1 rC, / - - — , B-17 / ?—A_284 I NOTE 11 NOTE 11 rA-1 I CULTURAL CULTURAL CULTURAL I WOMEN _ CENTER CENTER CENTER 1 MEN130 161 162163 C-22� t129 , - \ CU ' PANEL „A„ A ,4 ( -III I I GF v� j FCI - I 11 . \ �* 38,. M 8 +GNR UP TO OUTLET i I / C-20,22 / +3 _ _ -4�;P NOTE ' / IN OF ' � � ^- - - - - -4II- - - - _ - - _ I - - F� � •- \ ��, // CORR. //PAN F�` C131 - �-IH 51 'I � �' � � � � , — — , � � ,, . - -- _ � � � ., � - - — � � \ / 132 � CONTROL RELAYS S _ _ _ �nf 0 EWC ELEC. C-1$ ,57 NOTE 13 _ A-4 -L--A-8,10 // EXIT PASSAGEWAY 143 \ ID r_ GFCI (� +5'-0" — — STAIR 141 — —� R —� S F� - / STORAGE — OOM \ I / \ ROOM ROOM ROOM 134 � � I / � _ 150 ROOM BISHOP / ROOM ROOM i WH-2 � EXIT \ 140 155 (FUTURE BISHOP) (FUTURE I_ ROOM ROOM STORAGE PASSAGEWAY ! CLERK / \ 154 CLERK) I 152 � 151 � 149 166 - TELEPHONE Q 156 I \ 153 L A-15 - REST ROOM \ BOARD ROOM ROOM L C-24,26 A-21 148 1 ELEC. ' " — — — ' j 139 138 C-26 i I ROOM A-10 \ 142 �\ 1I 133 NO E 8 MAIN PANEL "M" \ t - — - P I STOR. - GFCI �V 1 HP 145 - � � WP \ M 1 ROOM \V A-14,16 -1? A-16 M-7 147 D� FCI FIRE AtrA.&M — PNL-. CU CU CU VESTIBULE MATERIAL CU CU 8 1 12 146 CENTER 9 10 144 1 , C.T. CA13INETA METER MAIN FLOOR PLAN-POWER SCALE: 1/8" = 1'-0" Z NOTES 6"x6" RAINTIGHT WIREWAY 1. MECHANICAL EQUIPMENT AND LOCATIONS SHALL BE 11. COORDINATE LOCATION OF JUNCTION BOX AND w VERIFIED WITH MECHANICAL PLANS. CIRCUIT SIZE WITH ACTUAL MOTORIZED BACKBOARD z 3 EQUIPMEN' INSTALLED. CONTROL SWITCH IS N O FEEDER o 1 2. EXHAUST FANS ARE SHOWN ON SHEET E-1. SUPPI-IED WITH EQUIPMENT. ' CONDUIT ° 3. REFER TO EQUIPMENT SCHEDULE SHEET E-4 FOR 12. NOT IN USE. MECHANICAL EQUIPMENT FEEDER INFORMATION. TERMINAL BLOCK — BUILDING 4. COORDINATE INSTALLATION OF BOXES IN EXTERIOR WALLS TO MINIMIZE INTERRUPTION OF VAPOR ' BARRIER. SEAL All PENETRATIONS,6"x6" RAINTIGHT WIREWAY 13• MOUNT DUPLEX RECEPTACLE BETWEEN DESK AND 5. SURFACE MOUNT RECEPTACLE OUTLET AT FLOOR LINE DOOR FRAME. AND SIX INCHES OFF CENTERLINE OF RANGE. 3'-0" LIQUID-TIGHT 6. MOUNT RECEPTACLES AND CONTROL RELAYS IN MAIN SOUND 14. SEE PULPIT MOTOR CONTROL DIAGRAM SHEET E-3. FLEX-3'-0" MAX. CONDENSING DISCONNECT SYSTEM EQUIPMENT CABINET AT BOTTOM. PULL GROUND DISCONNECT LENGTH UNIT m SWITCHES SWITCH WIRE FROM PANEL "A". ATTACH AS SHOWN. SEE DETAIL ON } � a —� SHEET E-3. ; � 7. REFER TO SPECIFICATIONS 16 670 AND SHEET A-6 0 RIGID STEEL FOR LIGHTNING PROTECTION SYSTEM INSTALLATION. PROPERTY NUMBER uRIGID STEEL OR IMC RISER 8. REFER TO DETAIL "J" ON SHEET A-23 FOR MOUNTING a OR IMC — OF RECEPTACLE IN FACE OF CABINET WORK. < CONDUIT CONCRETE SLAE3 CONCRETE SLAB 9. MOUNT OUTLET UNDER SINK FOR DISPOSER. DEVELOPMENT NUMBER SEPARATE CONTROL CONDUCT HA92-243 10. OUTSIDE PUSHBUTTON SWITCH. SEE SIGNAL SYSTEM ��� , CONDENSING UNIT DISCONNECT CONDENSING UNIT CONDUIT DETAIL DIAGRAM SHEET E-5. SHEET NO. SWITCH MOUNTING DETAIL ".T.,. E _2 N.T.S. NORTH DAKOTA, 11065 8UP 93-0057 80 OF 87 7A fm Willow 1 1,an'c: +• _ ._>._� � -�.c . .�„».r.: __. r.....,+Y,.;. ...o...a....,....R...,..- .;.:,,:. ..,.. .mMnlnw.a:Ma....x,iw. •n....,..w,wun.o,,..,,,..�w ' LE THIS DOCUMENT IS LESS 1 P71 1 T T? 4 IT �r I �' 30 1995 r ._, g '�� 11. 1 � AUGUR " LEGIBLE THAN THIS NOTATION, � — IT IS DUE T(? THE QUALITY OF No 3e ®,��.... 'CNE ORIGINAL DOCUMENT. F 6Z BZ LZ 9 Z Z S Z t>C OZ 6T 9t LT 9t 9T iyT ST Zi ii i 6 L 9 9 S Z u� IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII!IIIIIIIII IIIIIL'll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illi llI11�1TW lullllll ulllll llulil 11111", IIIIINIj ,r I 1 n_. s DATE PANEL "B" -- - -- �- �- ------- - z BELOW I � W I j If— I � I' !-2 - - - - - - - - - - -- - - - - - - - - ii SupP29 B-25,27 n p - C-3( Q B 31 4 _ SUP A-Y _ � CSO®m — -_---- — B-29 RETURN - F - F F F F — DN TO OUTLET 7 B-27 6 5 10 I ON ROSTRUM F I ZI DN TO J-BOX 4 i F3' AT ORGAN i TO COVE LIGHTS � I I I� I C-23 ' I I I 11 jl - TO COVE LIGHTS I F5. I .: DN TO J-BOX C-21,23 I� AT ORGAN F I! PANEL "C" oil F"'�''=L "A" DN TO OUTLET 10 i BELOW BELOW ON ROSTRUM F F F F RP-1 PANELS J I - - 8 SupP�Y 4 1tETURnt F 4 C� �, 4 4 jA 4 9sV��Y 3 c-27 c-2sL4A-22 DN TOA-18,24 A-24 A-20,22 - - - -C_ - - - - - - - - - - - - - C-19- - l7-F-6 WITCH - - - - - - - - - f E - - SWITCHED DUPLEX I CHAPEL SYSTEM I CR 1 I ( SWITCHED DUPLEX CULTURAL CENTER 120 VAC ` �- I TCR 2 1 SYSTEM Z 1 1 an I UPPER FLOOR PLAN -ELECTRICAL NEUT. NEUT. SCALE: 1/8" = 1'-0" Q. a. J I CR CR i Q I 1 I I 2 I I I I I W �,- � w I - - - - - - - -I 1 - - - - - - - - � I -� I I I WH i 1 W— -j w W I I 5 BLK I 5 BLK N J Lv _ CONTROL WIRINGI 3 RED I �Eo NOTES w BY DIVISION 13 I I I ( I J 16 OR I 6 OR 1. FINAL LOCATIONS OF LIGHT FIXTURES SHALL BE AS W RELAY #2 I I I T I I SHOWN ON REFLECTED CEILING PLAN. SEE SHEET A-17. LI- SWITCHED OUT ET0 I I I4 BLU I � 2. COORDINATE FIXTURE MOUNTING WITH MECHANICAL CULTURAL I I I I I EQUIPMENT AND DUCTING. CHAIN SUSPEND BELOW CENTERI ► I DUCTWORK WHERE NECESSARY. '-- SYSTEM I I2 YEL 2 YEL (DOWN DOWN ( I UP I I 3. MECHANICAL EQUIPMENT AND LOCATIONS SHALL BE UNSWITCHED OUTLET I I I I VERIFIED WITH MECHANICAL PLANS. ` T�l p I 4. REFER TO EQUIPMENT SCHEDULE ON SHEET E-4 FOR ZMECHANICAL EQUIPMENT FEEDER INFORMATION.SWITCHED BOND SEPARATE GROUND - - - I a RELAY #t1 -24V. D.C. I I 3 N 0 0 FROM PANEL. ..A,. IN — —' —' -- -- LL — rn OUTLET R 5. PROVIDE CONTROL POWER FOR RP-2 PANELS SEE o °f CHAPEL — HANDYBOX. ALL BOXES = SYSTEM AND RELAY ENCLOSURES DETAILS SHEET M-10, M-11. ' v SHALL BE BONDED TO CONTROL WIRING RELAY ENCLOSURES MOTOR PROPERTY NUMBER � BY DIVISION 13 MOUNT IN PULPIT ASSEMBLY BY SOUND CABINET. GROUND OTHERS � ' ` DEVELOPMENT NUMBER CIRCUIT A-6 HA92-243 SOUND PANEL CONTROL WIRING PULPIT MOTOR CONTROL DIAGRAM J ` SHEET NO. N NORTH DAKOTA,11005 N.T.$. �' 0 BLIP 93-0057 o N.T.S. E- 3 81 OF 87 y 111 low,IF THIS DOCUMENT IS LESST li f 1995 f' LEGIBLE THAN THIS NOTA'T'ION, 6 I Q 1, AUGUST 30 I1 IS DUE TO THE QCJALITY OF' No 3e THE ORIGINAL DOCUMENT. Y — — _ T Bt Li 8T 9�T I' ibi EI Zt TT i 6 L 9 9 E Z IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIllIW 1ll11llllll l III► IIIII�II III 1 II 1J111111111111 1 ll�lill �1 j i DATE EQUIPMENT SCHEDULE . SYM DESCRI?TION CIRCUIT FEEDER VOLTS/ 0 DISCONNECT STARTER HP/WATT FLA FURNACE FAN A-20 (2#22) 120V/10 /OIJERLOADARTER RELAY INCLUDED 1/2 HP _ 10 �I I1 PANE? "E?" ELECTRICAL SYMBOLS.- FIXTURE SCHEDULE DATE NOTE: ALL SYMBOLS MAY NOT BE USED ' MANUFACTURER FIX. LAMP T 2-3/4"C R00 RFLUORESCENT FIXTURE (TYP.) SYM NAME CAT. NO. VA TYPE MOUNTING REMARKS 1 55M R 0 -- _ - -- 42" ,� T 1 56 1 154 � FLUORESCENT FIXT. WITH EMERGENCY LIGHTING UNIT' DAY-BRITE CA2224-4-120 100 2-F-40 SURFACE 3/4�C WALL MOUNTED EXIT LIGHT (SINGLE FACE) FI UTHONIA LB240A-120 Ww If CHAPEL IRP-11 UPPER LEVELi WALL MOUNTED EXIT LIGHT (DOUBLE FACE) METALUX WS-240A-120 UPPER LEVEL —ACU-1 KEENE WA240-120 1 — 60 O SURFACE OR PENDANT MOUNTED L11 CU-8 - INCANDESCENT FIXTURE DAY-BRITE SB244-MFS 140ACT-120 200 4-F40 SURFACE .14 THICK KSH ACRI-TUF LENS o J- X T ROOM LITHONIA ; 2M440MAR12-120 WW N IN F-8 2-3/4"C 152 0•+ WALL MOUNTED INCANDESCENT I IXTURE F2 W FURNACES METALUX 2M440ACTF140-120 CU-8 UPPER LEVELd RECESSED INCANDESCENT FIXTURE KEENE NRTS25.14ACT440-120 UPPER LEVEL -+-- LIGHT TRACK DAY-BRITE CK2214-4-120 50 1-F40 SURFACE LITHONIA CB140A-120 WW F1 FIXTURE SYMBOL F3 METALUX CR140A-120 F 13 GROUND PER N.E.C. F13 CLERK 1S SINGLE POLE SWITCH KEENE KDL-140-120 101 2-3/4"C r � 2-3/4"C _ 30A-1P Lp_J S2 TWO POLE SWITCH DAY-BRITE SG242MFS12D-120 100 2-F40 RECESSED SERVICE RATED UPPER LEVEL 16UPPER LEVEL CENTER S3 F4 3-WAY SWITCH LITHONIA 2SP240Al2.125-120 WW LAY-IN +42" S4 4-WAY SWITCH METALUX 2GS-240A.125-120 J-BOX —� SD DIMMER SWITCH CU-9 KEENE NRTX2GVB240-!20 ROOM IN F-9 DAY-BRITE N-140-8-120 100 2-F40 I WING WALL IRRIGATION 116 2-3/4"C FURNACES CU-S1 SF EXHAUST FAN TIMER SWITCH F5 LITHONIA 8TS140HRS-120 WW ONTR• UPPER LEVEL ST TIME SWITCH AND LIGHTING CONTACTOR METALUX BTSN140HRS-120 1 UPPER LEVEL S KEENE S140RST-120 � P PILOT SWITCH , DAY-BRITE N-140-120 50 1-F40 SURFACE/ FIXTURE TO HAVE WIRE GUARD SL LIGHTED TOGGLE SWITCH LITHONIA S14OF!RS-120 WG4 WW COVE OR ROOM MANUAL STARTER WITH OVERLOAD RELAY -� - — -� - ROOM T 2-3/4"C 133 SM F6 METALUX SN-140-HRS-120 CHAIN \ 119 2-3/4"C 0 JUNCTION BOX KEENE S140RSHPF-120 SUSPEND RUN TO (2)20AIP UPPER LEVEL DAY-BRITE TS240-120 100 ' ?.-_40 SURFACE/ CIRCUIT BREAKERS UPPER LEVEL 0 DUPLEX RECEPTACLE OUTLET IN ELECTRICAL F7 LITHONIA SS240-120 i WW COVE PANEL. 8.21,41 CU-5 Q SPLIT WIRED DUPLEX RECEPTACLE OUTLET METALUX SL240-120 WPO D DUPLEX RECEPTACLE OUTLET KEENE STG240-120 AUTOMATIC SPRINKLER CONTROLLER FURN SHED AND. ROOM T WEATHERPROOF AND GFCI ' MOLWED BY OTHERS. RUN 2" CONDUIT DM FROM 123 2-3/4"C 2-3/4"C DAY-BRITE CZW2214-4W-120 50 1-F40 WALL MOUNT a-7'6" OR ABOVE CONTROLLER UNDER FLOOR 18" DEEP AND OUT 1�2" rp FS] GFCI DUPLEX RECEPTACLE OUTLET KEENE CWW140HPF WW MIRRORS AS SHOWN ON SHEET BEYOND BUILDING FOOTINGS. USE MMIMLM 112" I- -� WITH GROUND FAULT PROTECTION F8 • UPPER LEVEL UPPER LEVEL ROM PRUDENTIAL P-1851-48RS-PRA A-19 UNLESS NOTED OTHERWISE RADIUS ELBOW � 164 EWC �D RECEPTACLE ELECTRIC WATER COOLER (EWC) METALUX I BE-140-120 OUTSIDE STORAGE BUILDING IN CU-10 RANGE RECEPTACLE OUTLET DAY-BRITE CZW2212-2W-120 30 1-F20 WALL IN F-8 ® RECEPTACLE FLOOR MOUNTED KEENE CWW120HPF WW +7'6" FURNACES F9 FLOOR PLAN -ELECTRICAL ROOM CU-10 m THERMOSTAT OUTLET i PRUDENTIAL P-185'-24TS-PRA 165 2-3/4"C UPPER LEVEL METALUX BE-120HTS-120 SCALE: 3/8"=1' 0" REMOTE SENSOF' OUTLET--I I CAPRI KT241-1P/KA15P 150 PAR38 SURFACE UPPER LEVEL NOTES: BELL LITHONIA TCE340WH/TA18WH CAP/FL 1. BOXES FOR REMOTE SENSOR OUTLETS SHALL $E 2" x 4" R1 PUSHBUTTON FIO HALO L764E3/L973P I 130V EXIT EXIT EXIT EXIT CU-11 WITH LONG DIMENSION VERTICAL. PASSAGEWAY PASSAGEWAY PASSAGEWAY CUST. PASSAGEWAY TELEPHONE OUTLET , LIGHTOLIER 7540/6190 110 110 '10 113 110 2. BOXES FOR THERMOSTAT OUTLETS SHALL BE 2" x 4" HANOVER 5510WA-120V 50HPS 70 LU50/ WA_L DAMP RATED _ ALARM, WITH LONG DIMENSION HORIZONI AL. OCCUPANCY SENSOR OUTLET TRIMBLEHOUSE 9150-50-HPS-120-BZ-FP MED * Hi Hi -S - -F L 3. J-BOXES IN MECHANICAL ROOMS SHALL BE 4" x 4". OP PHOTO CELL OUTLET FI! SUN VALLEY WSLCTI-OD-50HPS120-313 8-19 ILO I10 143 143 160 162 164 4. SEE SHEET M-S DETAIL B FOR MOUNTING HEIGHTS OF EF DEVINE 8612-1-35-HPS-120 50 LU35/ WALL DAM A ARCH ETEV. TEMPERATURE CONTROL EQUIPMENT IN MECHANICAL ROOMS. 1 MECHANICAL EQUIPMENT SYMBOL FOR MTG. HEIGHTS HALO M8615 617-62600BA-'20 MED 5. ALL CONDUIT TO BE 3/4" UNLESS NOTED OTHERWISE. �" DISCONNECT SWITCH F12 McPHILBEN 6A361-35 MOD 35NPS-120 FIXTURE FINISH TO MATCH SWITCH TO CONTROL OPERATION 1- � ® ® OF OUTSIDE PUSHBUTTON. LABEL JALARN E oto MOTOR :TARTER LIGHTOLIER 32535-A8-636-120V PARKING LOT FIXTURES SWITCH PLATE "OUTSIDE PUSHBUTTON ON/OFF SWITCH" l ° MOTOR OUTLET HALO H2400AL 100 A-19 �JRRNALE ONE, ZONE I CAPRI TEMPERATURE CONTROL s LIGHTING AND POWER PANELBOARD Fvi LITHONIA WS6SSA 1.F. EXIT EXIT EXIT OUTSIDE zoNE �, � RACEWAY DIAGRAM PASSAGEWAY PASSAGEWAY PASSAGEWAY PASSAGEWAY AND4 SPARE, 110 167 I66 143 143 � SCA • ROOM NUMBER LIGHTOLIER 5710 ZONE 2, LE. NONE BRANCH CIRCUIT CONCEALED IN CEILING OR WALL LITHONIA T4/TA-1/TA-2/WH SURFACE 4' LIGHT TRACK 143 143 143 143 CAPRI KT4P/KA9P/KA2 _ _ CUT TO FIT (IF REQUIRED) FIRE ALARM SYSTEM DIAGRAM - — — - BRANCH CIRCUIT CONCEALED IN FLOOR FI4 HALO L641P/L941P/L90OP/L949P NOTES: A-1'3 LIGHTOLIER 6101/6060/5049WH N.1•.$. BRANCH CIRCUIT HOMERUNS TO PANEL 1. EITHER PUSHBUTTON SHALL LITHONIA TU-40-H40/WH 150 R-40 TRACK LAMPS: 8-WHITE RING ALL BELLS — — CROSS LINES INDICATE NUMBER OF CONDUCTORS CAPRI KT10OP/KA106P FLOOD 4-RED 2. ALL CONDUIT SHALL BE 1/2" IF MORE THAN TWO F15 -FIRE ALARM HORN WITH 5144NAL LIGHT, HALO L704P 4-BLUE -QF ' FIRE ALARM PULL STATION, LIGHTOLIER 6320/7627 4-AMBER SIGNAL SYSTEM DIAGRAM Z FIRE ALARM DUCT SMOKE IOFTECTORS. 200 4-r4C PENDANT MOUNT ON 2'-0" STEMS SCALE: NONE F16 MANNING LPI2167-12D WW LIGHTOLIER H947-44OLE YESCO LS60.5-16-440ES-A Lv PAD MOUNT TRANSFORMER-LOCATE METER AS REQUIRED 300 6-F4.0 PENDANT MOUNT ON T-0" STEMS - PER POWER CO. REQUIREMENTS AS 11MANNING LP12167-12C WW/4"C. M PER PGE REQ. F17 Z FUTURE CLOSE TO MAIN PANEL "M" AS POSSIBLE -► LIGHTOLIER H947-64OLE (n CLERK PROVIDE CONCRETE PAD PER UTILITY 104 EXIT CO, REQUIREMENTS• PROVIDE PULL STRINGS. YESCO LS60.5-i6-640ES-A Z PASSAGEWAY 2-4--C.,WIRES BY P.Ga,E.(TRANS,TO C,-T•TERMINALS), M 100 2-F40 SURFACE *UNFINISHED OAK Q ROOM LITHONIA 11291-U FUTURE 116 143 LIGHTOL ER 13142UU-13814 < NEMA 3R G.T. CABINET PER UNDERGROUND PARALLEL SERVICE F18 WW Q NOTE: BISHOP PUP REO. INSTALL C,T.°S&TERM. 30, 4 WIRE, 120/208 VOLTS METALUX SH 14-240-12OV-50G 14* I INSTALL TELEPHONE CABLES 1/2"C. TO MAIN SOUND Q AND JACKS AS DESCRIBED IN EQUIPMENT CABINET. MAIN PANEL "M" -- BLOCKS• 21}+ C(3-350MCM d, 1#2/0 NEUTRAL)THW, CU Eq. DAY-BRITE SD142-WG14 — SPECIFICATIONS 16 140. AND 16 740 30 2-F13PL WALL W 3P )600A MAIN BREAKER MANNING DS-44-175 vzi Qw 8 6 4 2 1 1 3 5 7 9 F19 OZ TELEPHONE 3P 30A 3P 60A 3P 200A 3P 90A 3P 100A --1 TERMINAL BOARD YESCO LS 15-17-213A FUTURE FUTURE (30"x24"x3/4" PLY) 3P 60A 3P 150A 3P 150A 3P 50A 2/0 BC —� STERNER MQ 208 200 E23 1/2 18' W v 11-1 CONCRETE ( ) PARKING LOT AREA -1 CLERK BISHOP ELEC. FUTURE FUTURE o EMBEDDED GARDCO LDSDH-141P-208-15OS-CD LU 150 ALUM.POLE LIGHT. 208 VOLTS. p 102 101 142 B 154 153 0 v ELECTRODE F20 CROUSE-HINDS PDL15SP03D-OA1062-CBA NOTES 1 & 2 0 Q _ ++ ft W GROUND MAIN WATER V) o ''� '`� SRBT 171-20-G/BK SELF LUMINOUS MOUNT ABOVE +'C. (MIN) UNDER GROUND u r� uIt �v v SERVICE _ _ DOORS UNLESS NOTED OTHERWISE AS DIRECTED BY THE \ v _ v v ;,t SHIELD 201PGBK/1 WALL 'a BRANDHURST B-100-U20-GR PROVIDE DIRECTIONAL ARROWS TELEPHONE COMPANY. iv N = M BISHOP CLERK v L4 r 156 155 �+ 6"x6" RAINTIGHT WIREWAY (TYPICAL) PERMEX P-160-G-20 - AS SHOWN ON PLANS m m SRBT D/F 171-20-G/BK SELF LUMINOUS � PANEL PANEL PANEL SHIELD 202PGBK/1 - - WAtL 1/2"C.W/*8 SYSTEM GROUND "a' "B' "C' cr W BRANDHURST B-100-U20-D-GR o ALL CONDUITS SHALL BE PER TELEPHONE COMPANY r - r -it -it- -1 r - r ->r - - r -i r- -i X 1/2" UNLESS NOTED OTHERWISE. REQUIREMENTS. I C,' I I CU II CU h CU I I CU I ELEC CUST CORR. 1 CU U I _1 I PERMEX P-160-G-20-DF PROPERTY NUMBER �__� �__��__,. __, �.__� 157 113 132 L__JL__, L__J L__J \` OUTSIDE OUTSIDE OUTSIDE OUTSIDE OUTSIDE -. DEVELOPMENT NUMBER NOTES: J iu1l � HA92-243 TELEPHONE SYSTEM DIAGRAM SINGLE LINE DIAGRAM 1. FIXTURE AND POLE FINISH SHALL MATCH EXTERIOR SHEET NO. SCALE: NONE WINDOW AND DOOR FRAME FINISH. nO NORTH DAKOTA, 11065 SCALE. NONE BUP 93-0057 2. REFER TO SHEET G-3 FOR POLE BASE DETAIL. E - 83 OF ,27 1 100 1 ag IF THIS DOCUMENT IS LESS 6 I II 1 � 111111111 111- r ' AUGUST 30 1995 � 1 ` ! LEGIBLE THAN THIS NOTATION, T1g 11T 1 - 1 � . � � 11 II IS `711 - _ - _� DUE TO THE QUALITY OF 4 Na.38 ®•���"" THE ORIGINAL DOCUMENT. - — - - - - E 8Z 8TZ LZ 9 Z Z £ I Z TjZ o�Z �T 8t LT 8t 9T 1�I .I Et Zt ii t I 8 L 9 ILII IIIIII�II�IIIIIIII►11111I1111 IIIIIIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII Illilllu Il ll�llillll �� II � I III�IIIII,,IIlllll IIII�IIL llll�llll 11 Illi Illlllulll I .I� TT..II.... �I� ��������� ����IrJ�� :��F Illlll 1�111J11111111111 11111 i' -� DATE a o 1 - _--=-- — — —^ — --- --r—� — o o --_ — CH -- — Z I 5 w I 1 1 T__O • M \ SEE ENLARGED ; M ROSTRUM PLAN JA_ =J11 A-17 1 C DC7 TO M I S- PULPIT ! MOTOR CULTURAL CULTURAL CULTURAL M CHAPEL CENTER I CENTER CENTER ROOM ROOM m / SEE ENLARGED160I 161 162 163 164 M 165 CP M ROSTRUM PLAN B A-17 B \ cm NOTE 12 \ \ TV * B \1 M TV S- M HOME RUN NOTE 13 J_ TV TO Q / M DC7 11% I---' DC7— \ S CC12 � M / S- 3/4"C / - 1-3- - M- N M B DQR C C DQR c DOR M ��� — -- Alz -_ I I,F-M DC12 + 4M - I RUN 1 1/2" CONDUIT I 3/4"C OC'2 -- \ �DC12 + 4M� 3/4"C DC 12 + 4M/ I OUTSIDE BUILDING 1'-6" l- o -H I� STUB UP, AND CAP. - - - - - - - - - - -- - - - - - - - - - - M - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ---� INSTALL PULL LINE ONLY TO IMPAIRED HEARING S" STEM ANTENNA IN ATTIC 3/4"C I I I I I I 1 L 0 l , J FLOOR PLAN - SOUND SCALE. 1/8" 1,-0 _ „ ELECTRICAL EQUIPMENT LIST - SYM DESCRIPTION QTY ACCEPTABLE TYPES 3" DEEP, SINGLE GANG BOX FOR A/R MOUNT DIRECTLY ABOVE Z 3" DEEP, SINGLE GANG BOX FOR A/R MOUNT AT ELECTRICAL TAPE RECORD / PLAYBACK ELECTRICAL OUTLET MICROPHONE INPUT OUTLET HEIGHT SINGLE GANG. HIGH IMPACT, NYLON A/R Q. SINGLE GANG, HIGH IMPACT, NYLON A/R WALL PLATE Q? WALL PLATE CP CONTROL PEDESTAL, STUB CONDUIT A/R UO THROUGH FLOOR w V) 3" DEEP, SINGLE GANG BOX FOR A/R MOUNT AT ELECTRICAL F- v✓ VOLUME CONTROL & SOURCE SWITCHES SWITCH HE'GHT V -M- CONDUIT & MICROPHONE CABLE, A/R BELDEN 8451 JV) Lj SINGLE GANG, HIGH IMPACT, NYLON A/R STRANDED CROSSLINES INDICATE NUMBER WEST PENN CL2 452 W WALL PLATE OF CABLES IF MORE THAN ONE. CAROL 2516C in O O 3" DEEP, TRIPLE GANG BOX FOR A/R MOUNT AT ELECTRICAL -B- CONDUIT & SPEAKER CABLE, 16 AWG, A/R BELDEN 8471 OZ VOLUME CONTROL d SOURCE SWITCH SWITCH HEIGHT TWISTED PAIR, JACKETED. WEST PENN CL2 225 J� TRIPLE GANG, HIGH IMPACT, NYLON A/R - CAROL C2405 Li< WALL PLATE -DC7- CONDUIT d D.C. REMOTE CONTROL CABLE I A/R BELDEN 9439 Z ELECTRICAL NOTES BLANK INSERT (COLOR TO MATCH A/R HUBBELL 2100, OR 21111 20 AWG, 7 CONDUCTOR WEST PENN CL2 263 WALL PLATES) LEVITON 80414, OR 80414-1 CAROL C6356 1. NO CHANGES SHALL BE MADE WITHOUT THE PROJECT SOUND ACOUSTICAL CONSULTANT'S 7. DO NOT MOUNT MICROPHONE INPUT BOXES ON HORIZONTAL. SURFACE (FLOOR) EXCEPT DC12 CONDUIT 8, D.C. REMOTE CONTROL CABLE AM BELDEN 9457 WRITTEN CONSENT. WHERE SHOWN IN DETAILS. OQR 3" DEEP, TRIPLE GANG BOX FOR A/R MOUNT AT ELECTRICAL 20 AWG, 12 CONDUCTOR WEST PENN CL2 265 MICROPHONE INPUT d REMOTE CONTROL OUTLET HEIGHT I CAROL ENN 2. MOUNT MAIN SOUND EQUIPMENT CABINET SUCH THAT THERE IS ADEQUATE CLEARANCE 8. HOME RUN EACH MICROPHONE CABLE, WITHOUT SPLICES, FROM @M TO EQUIPMENT CABINET. TRIPLE GANG, HIGH IMPACT, NYLON A/R FOR IT TO BE FULLY OPENED. CABINET HINGES ON THE RIGHT SIDE. PROVIDE A RECESS MOUNTED MAIN EOUIPMENT A/R HOME INC. 142-61 } MINIMUM OF 2" CLEARANCE ON THE LEFT SIDE. 9. INSTALL PULL LINE ONLY IN ALL -TV- CONDUIT. WALL PLATE CABINET SOUNDOLIER 320-61 FE0 m 3" DEEP SINGLE GANG BOX FOR A/R MOUNT AT ELECTRICAL - o 3. REFER TO DRAWINGS FOR EXACT NUMBEP OF COMPONENTS USED IF NOT SPECIFIED IN 10. SEE SHEET ES-2 FOR REFERENCE DETAILS OF ALL WA' L PLATES AND CONTROL PANELS. � RECESSED METAL SPEAKER ENCLOSURE A/R ALPHA SYSTEMS AS411 EQUIPMENT LIST. WALT_ PLATES AS SPECIFIED IN DIVISION 16 EXCEPT COLOR MATCH ADJACENT OUTLETS AND TV OUTLETS OUTLET HEIGHT SOUNDOLIFR E410-11 N SWITCHES. MODULES ARE PROVIDED BY DIVISION 13. -am SINGLE GANG, HIGH IMPACT, NYLON A/R 4. SOUND EQUIPMENT (EQUIPMENT CABINETS, SPEAKER BACK BOXES ETC.) CAN BE WALL PLATE 04" SPEAKER MOUNTING RING A/R SOUNDOLIER PR411 NUMBER PURCHASED FROM THE SOUND CON'(RACTOR. 11. REFER TO ROSTRUM PLAN ON SHEET A-17 FOR JUNCTION BOX LOCATIONS UNDER PULPIT. LOWELL XPR4-T BLANK INSERT (COLOR TO MATCH A/R HUBBELL 2100, OR 21111 5. INSTALL ALL SOUND CABLE IN CONDUIT, EVEN IF NOT REQUIRED BY LOCAL CODES. 12. MOUNT © AND UM OUTLETS IN VERTICAL FACE OF RISER. WALL PLATES) LEVITON 80414, OR 80414-1 SPEAKER MOUNTING RING A/R SCUNDOLIER T75-8E1NT NUMBER CONDUIT IS NOT REQUIRED WITHIN THE LOUDSPEAKER LINE ARRAY ENCLOSURE.CABLE SHALL BE CONTINUOUS WITHOUT SPLICES. 13. MOUNT Jd AND NO OUTLETS ON WALL BETWEEN DOOR FRAME AND CLERK'S DESK. RECESSED METAL SPEAKER ENCLOSURE A/R SOUNDOLIER M3319-8815FG 43/244 cv ALPHA SYSTEMS AS-815 6. SPEAKER AND MICROPHONE CABLE SHALL NOT BE RUN IN THE SAME CONDUIT. 14. IN ROOMS 164 AND 165 ATTACH CHANNEL SUP')ORTS TO ENCLOSURES W/SHEET METAL SCREWS SHEE1 NO. SO CHAN14EL SUPPORTS ENTIRE WEIGHT OF ENCLOSURES. ALSO INSTALL SUPPORT WIRE FROM CHANNEL SUPPORTS A/R SOUNDOLIER 180-2 N ENCLOSURE TO ROOF STRUCTURE ABOVE. 1 PAIR REQ'D PER ENCLOSURE n NORTH DAKOTA, 11065 1 1E- 6 0BUP 93.0057 MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LOCATED IN THE SPECIFICATICNS 84 OF 87 rp Till a w ENT LESS LEGIBLE DNANMTHISI6 NOTATION, I 1 I 4 g 11 _ 1 AUGUST 30 1995IF rHIS ' IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. E 8Z 8S LZ Z 1li�L $ T��Z [ 8I Lt 8T 9T I. iST IIZt ii t 8 ���L�9 9 r E I Z III IIIIIIII IIIIIIII IIIIIIII IIIIIIIIIIIIIIIII IIIII,II IIIII�III 11 � JT ►�i�luii 41 r �>.. e c DATE 1 � , MOTHER'S ROOM 108 �( > EXIT PASSAGEWAY ROOM — � B 123 , - _ o -- '_ EXIT PASSAGEWAY • ROOM V 125 B 0 B B B B B S- B 8 B B B B B B 8 B B B B B B 8 @ B B B B B B- n�B-1yB�n B- n -B--2!N Bin BSB` n�B�n Bin B�-B�n B� ` n� �n '�- '� '�' �/� B I e B B B B 1 B I a g-B ° e `. B B n B S L"J\ G B1F ® S . I�_j— B B r-B B� EXIT PASSAGEWAY W B -- -- F-1 w"__ EXIT PASSAGEWAY 166 - i REFLECTED CEILING PLAN - SOUND SCALE: 1/8" = 1'-0" Z� Jz LLJ0 MAIN SOUND LLJ� EQUIPMENT CABINET WALL 0 J � WQ —4— LL OPENING TO BE 22 1/2"W X 65"H X 4"D app OZ 0< 211 Q Z_ Q a" 0- I BACK BOX EQUIPMENT CABINET i ON m m V' o w NON-CAS TERING m WHEEe - BY SOUND cr N CONTRACTOR ' rn rn SEE D/ES-2 — FRONT DOOR PROPERTY NUMBER t 6" OFF DEVELOPMENT NUMBER SIDE VIEW FINISHED FLOOR TOP VIEW l' HA92-243/244 SHEET N0. MAIN .. . OUND EQUIPMENT CABINETIVORrft - AK07q, SCALE: NONE O 85UP 93-0057 „Oes _ OF 87 ,r IF THIS DOCUMENT IS LESS ITF, 1 �1 I711 AUGUST 30 1995 r LEGIBLE THAN THIS NOTATION, � � 4 -�_- 6 0 11"_ 8 � — IT IS DUE TO THE Q[JALITY OFNo.30 THE ORIGINAL DOCUMENT. £ Z 8Z GZ 9Z �Z Z E Z tZAl9i ibI Si ZT iT T F61ught,11 fIIIJm 8` o� I I Illlllllli � IIlIII Illy I Ulll►�l IIII�II►IIII�►�ul► uu itu Illi I I lli�lll l l � l II II I II I 1 1 111 O RECORD RECORD SOUND EQUIPMENT LIST RECORD D�l _� IMPAIRED HEARING SYSTEM TRANSMITTER 9YM DESKxuPTIONOTY ACCEPTABLE TYPES NON-CASTERING WHEEL. SEE DETAIL D/ES-2PLAY CABLE MOUNTED MICROPHONE A/R 9WITCHCRAFT A3F8 24 BACK PLAYBACK EQUIPMENT CABINET CONNECTORS NEUTRIK NC3FX-BAG �uIXrR, AUTOMATIC, CHAPEL A/R )� 4040 PLAYBACt T -- i ROSTRUM $WITCHCRAFT A3MB IVE 804 VOICE 2504 I - NEUTRIK NC3MX-9AG MIXER, AUTOMATIC A/R IRP 4024 W,/RCMOTE CONTROLLER 7oY __r ew ew TYPICAL MICROPHONE, GENERAL USE 2 ELECTRO--VOICE N O 257A CULTURAL CENTER IVIE 804R W/REMOTE CONTROLLER A 100W AUDIO-tECNICA ATM�7HE ELECTRO-VOICE 2505 ES-1 ♦ MIN. ALTEC AL25NO W/REMOTE CONTROLLER SOUND NOTE 2 MICROPHONE, PULPIT 1 CROWN LM-190 I 1/3 C:. r c0UAL17EA1 A/R WHITE 4700-2 - PULPIT K6 70V _ __ - -a. CHAPEL IRP 402f AUX OUT CHILDREN'S MEETING ROOM —_ OA eW SW TYPICAL 25' MICROPHONE EXTENSION CABLE f AUDIO-TI:CFrNICA AT6314-25 N tn o� t1FER, 70 VOLT 2 50 WATT.TOA A-906A W/MB-931A v SACRAMENT PAD 150W PRO SOUND f AB-25 MAIN MIN. 2 TUA Mots MODULES 1/3 CHAPEL SIDE CONQUEST RA2-�25 PRO CO C-CM25 1 10 WATT TOA A-901A W/MB-820 o'R CHAPEL SIDE AUTO REMOTE CONTROL OCT — W w x MIXER — E0. 4'-0'PEDESTRIAN STRIP 1 W/ WttTE 4656 MOCULE � q CHAPEL P0STRLIM ew MICROPHONE, CHAPEL PULPIT 1 CROWN LM200-B A/R 75 WATT ALTEC 1407A o V IIui --- ROOM 108 MICROPHONE, SACRAMENT TABLE 1 IWE SM-5P A/R 150 WATT ALTEC 14151► _ _ 70V 4W - 120 WATT TOA P-912A W/ M8-931A ROOM 125 MICROPHONE STAND, FLOOR TYPE 1 UNIVERSITY UMS-103 100 WATT BGW 6500T ILIAL CHANNEL (.)ATLAS MS-20 w 100 WATT CROWN COM IECH CT200 �- 75W - OVAL CHANNEL CE N M1rl. II 4 50' MICROPHONE EXTENSION CABLE 2 AUDIO-TECHNICA AT8314-50 0 " ROOM 123 - PRO SOUND 1 AS-50 A/R 200 WATT ALTEC :990 a o CONOUEST.RA2-50Cc 240 WATT TOA P924 w/ !"-L-931A cn _ - �Iwi PRO CO C-CM50 200 WATT BGW 7500T DUAL CHANNEL 0 0 v EXIT PASSAGEWAY 166 MULTI-INPUT BOX 1 IWE EJ-10 200 WATT CROWN COMTECH CT400 w� DUAL CHANNEL Y f a O CONTROL PEDESTAL PLATE f IWE SPC-3 - - - LL, SW IMPAIRED HEARING SYSTEM 1 COMTEK CC-72M W LL C ui Cc 3i 120 VAC v Alit---Q EXIT PASSAGEWAY !67 — _ -- — O LLJ O,U0J0 D1StRiBUT101�'AMPLIFIER 2x4 A/F � j� �{ ;;,� �a8sy J Q (n Ln INSWITCHED M SINGLE MICROPHONE INPUT MODULE A/R IWE MGC-M Mots • v sv —� ROOM 165VOLUME W/ �"%JVI �1R'LY VQ LIME CONTROL MODULE A/R IWE MSC-V POWER SUPPLY, 24 VOC, i AMP 1 SOLA 83-24•-225-2 A906 �--- 4w 4w 4w TYPICAL O SOUNDOLIER TS 242 SOURCE SELECT MODULE A/R IWE MSC-C M M O C TVSS TRANSIENT VOLTAGE SURGE A/R EFI OP1253 XT LL/3 EO SUPPRESSOR LEVITON 5200P MICROPHONE/REMOTE CONTROL A/R _ _ O D DOUBLE MICROPHONE INPUT MODULE IWE MSC-D (MICROPHONES 1, 21 K3- S1G'AAL RELAY DPOT � A/R PO1 ,'CR SRUMFIr7.D VOLUME QUAD MICROPHONE INPUT MODULE IWE MSC-Q (MICROPHONES 3, 4) KE WITH SOCKET KIOPI J01r24 TO PULPIT g2 REMOTE CONTROL MODULE IWE MSC-R•-IV (FOR IVE) MOTOR WHITE IWE MSC-*-IRP IFOR IRP) DIODE-INSTALL-ON ALL RELAYS A/R 100 PIV, ! AMP CONTROL UP/DOWN 4656 EXIT PASSAGEWAYS 110 FOR CLICK SUPPRESSION 9! POWER INSWITCHED — -� MASKING SPEAKERS SV SOURCE/VOLUME CONTROL, Roots 162 A/R ON/OFT RELAY UNS YAC 1 W f W SDURCE CONTROL Ml)DR1tE IWE MSC-S SPEAKER, 4" A/R AL SEC 405-SH - K! A-901A TYPICAL VOLUME CONTROL MODULE IWE-MSC-V35 O SOLNOOLIER FC104 n r CP a 8V SOURCE/VOLUME CONTROL, ROOM 161 A/R C3 JBL Otto v,- � SOURCE CONTROL MODULE IWE MSC-G SPEAKER GRILLE. ��. 4 A/R SOl1ND0LIEA 720-4BT' O V cl VOLUME CONTROL MODULE IWE MSC-V75 �� SPEAKER, 8' ILINE ARRAY) A/R ALTEC 409-80 EXIT PASSAGEWAYS 143 Q W 1w fw MASKING SPEAKERS BLANK MODULE INSERTS A/R HUBBELL 2100, OR 21111 SOUNDXZ9 0803 w Q U.wULU_ TYPICAL LEVI TON 80414, OR 60414-I —_ JBL 8f 10 Q cr M �J TAPE RECORD/PLAYBACK JACKS A/R IWE MSC-J SPEAKER GRILLE, ROUND, 8' A/R SOUNDOIJER T728-6 (� W ~ W 1 " W U1 U) O TAPE RECORD/PLAYBACK SWITCH A/R IWE MSC-N SPEAKER, 8 A/R ALTEC 409-W cz U)� Q SOUNDOLIER C803 �- a AUDIO TAPE RECORDER 1 EIKI 3279 JUL8140 t i v O Q POWER ® Cr 0 o Y Z RELAY 6'-0'PATCH CORDS ! 1/8" MONO TO 1/13' MONO SPEAKER GRILLE, ROUND, 8' A/R SOUNDOLIER T710-8 T Q Q K2 1/4' MONO TO RCA �L 1 TRANSFORMERS — LOWER EJ-N3 - ti Q f.• cn MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS `'� v Q f 70 VOLT, 6 WATT A/R SOUNDOLIER HT87 IN Z V CC O ELECTRO-VOICE TM15 F-- ci) Q SOUND TECH. s05,0 F'-' 0 Z 11.1 70 VOLT, 4 WATT A/R SOUNDOLIER HT47 W W Z W W w 3 w S1 92 SEE A/ES-2 1 JBL 9135HT O a TYPICAL , ELECTRO-VOICE TM5 in j f 70V SOUND TECH, 3049 V � — -� CULTURAL CENTER D J O W IN N 75w BW ew ROOM 161 Z �„� Q MIN, TYdICAL < vi Z C K3 A/B — (n v � Q �--, 0 ch 70v — -� CULTURAL CENTER ROOM 162 SOUND NOTES MIN _ - 75w ew ew — 539-1555-77-1 . TYPICAL 1, �ws l r= K4 A/B , G� AUX OUT G— Gt- 2. IF IVIE MIXER IS USED STRAP FOR "LAST ON' OPTION. DELETE MDUN13 PAD AND CONNECT MAIN 701 TAPE RECORDS TO INPUT 10. �T — -+- CULTURAL CENTER 1/3 ROOM 163 3. STRAP MIXER TO SUPPLY PHANTOM POWi".," TO CHAPEL.PULPIT AND SACRAMENT TABLE MIXER OCT 75W 8W 8W TYPICAL MICROPRNJNES ONLY, il E0. K5 A/B MIN' 4. MOUNT AMPLIFIERS AT TOP OF EQUIPMENT CABINET. PLACE VENT PANELS AT TOP AND BOTTOM OF RACK, AND BETWEEN COMPONENTS WHERE POSSIBLE. 5. REFER TO DRAWING,9 FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED M z z Y 120 VAC = UNSWITCHED GV EOUIPMENI'LIST. 0 o R R REMOTE R CONTROL 14_ MOlt V � --�' ROOM '64 6. MOUNT ANTENNA FOR IMPAIRED HEARM SYSTEM IN ATTIC SPACE AT LOCATION WHERE w 4W 4W 4W TYPICAL BEST PERFORMANCE 19 OBTAINED W CHAPEL.AND CULTURAL CENTER. Q o CDOR) C"D O M7. FREQUENCY OF IMPAIRED HEARV48 SYSTEM TRANSMITTER SHALL BE SELECTED BY M MANUFACTURER. N rn 'JAI 4 0 9. SEE SHEET ES-2 FOR REFERENCE DETAILS OF ALL WALL PLATES AND CONTROL PANELS, UJ Z M RATES A TES ARE PROVIDED BY DIVISION 15. MODULES ARE PROVIDED BY DIVISION 13. � 10. MW dW#AtM TO lIIFMIRELY MOUNT TAPE RECORDER INSIDE MM'S DESK DRAWER. SINGLE DINE SOUND DIAGRAM CUT HOL13 IN I!'*AWM OTTOM FOR CABLE ACCESS. I L MOUNT TERMINAL BLOCKS IN EQUIPMENT CABINET ON VERTICAL SURFACES. 12. SUM 4 MIAtL W TO KT DIGITAL EQUALIZERS WITH PASSWORD i i 11. ES = NORTH DAKOTA, 11065 BUP 93.0057 86 OF 87 HT.—OF _,._SHTS. 2 3 COPYRIGHT Lqb � IF THIS DOCUMENT IS LESS T � 7771il LEGIBLE THAN THIS NUTATION, Z I 4 6 ll�� �� I AUGUST 30 1995 --- -- — 8 Trrr 0 11. � IT - IS DUE TO THE QUALITY OF No.se THE ORIGINAL DOCUMENT. - -- - .-_ --_ _ NOW 8Z Z Z 8 Z TZ Z i 9t Lt 9i 9iAl SiLll1W II11,u I I 1111111Wll�.11 1111 Ill .� a?"1 ;P B TYPICAL C ES-2 3-2 SOURCE CONTROL PANELS O CHAPEL CONTROL PANEL. U 3 POLE -� UP ! CONNECTOR 24V LED 92 0 }-- -� TO PU.PIT MOTOR CONTROL S1 52 53 2 (BY DIVISION !8) POWER 1---- -� }--____� K3-A '1' DOWN FROM CHAPEL EQUALIZER _ — TO CULTURAL CENTER TO CULTURAL CENTER S i 3 AMPLIFIER CULTURAL CENTER (III SOUND EOUIPMENT 120VAC Y TRIM SOUND SWITCHED SYSTEM DCS � K3-i3 (nCW FROM CULTURAL I Q A TVSS 20K SK CENTERNJ/ IN LIN a� EQUALIZER u , TO CHAPEL "' _ 62 SOUND EQUIPMENT 4 5 8 LU W Q CHAPEL • l� 3 12ovac - + � 1 � 2 3 RELAY SWITCHING DETAIL SWITCHED TYPICAL K3-A THROUGH K5-8 -• uj Y N �-( — Q TVSS =J C) g 002 .. SOUND N SYSTEM Q a 0 + RELAY RELAY _ RELAY RELAY RELAY RELAY RELAY CW 4 24VDC K3-A K3-8 K4-A K4-B K5-A K5-B K8 BBK Ir N POWER SUPPLY 10 8 (COM) IMASTER) ! p _T= —i= I Q?� 4 5 8 , Ww IRP MIXER REMOTE CONTROL TERMINALS Y I, T -- VL � 3 Uj L. Q W � F" c• TO ROOM 164 AMPLIFIER J lv'i 120VAC TO ROOM 165 AMPLIFIER UNSWITCHEDMtL 0 0 TVSS TO POWER RELAY 2 Lid COMMON MASTER 10V TO POWER RELAY ! REMOTE + IVIE 6 ELECTRO-VOICE AUTOMATIC MIXERS REMOTE CONTROL SYSTEMS WIRING DIAGRAM A cf) O CE ? �- aC � w Q v ° a: � c cz En 0o Y O W =� cl MAILp.A i!i U UQ l- u�a+so) z Z _ N Z 1— O m U 0 0 0 0 0 0 LLI O w o O SOURCE VOLUME SOUND VOLUME �v CW olymCHAPEL coda U (Q / ° `°" C CC 0 o w w r—� CRJ 0 0 <ow p, C U � o LOCAL so © o to 0-4 atLMIAL Orta N%KASTORMG WHEEL e) 0 0 0 0 0 MOUNTED PERPENWCUL.AR TO LICE DRAWN FROM HINGE POINT TO WHEEL AXLE. SHIM AS NECESSARY MSC-M MSC-0 MSC-V75 BLANK O MSC-C © MSC-V UV SO THAT WEIGHT OF CABINET IS COMPLETELY SUPPORTED AND 80 �a►r �`"� THAT CABINET DOES NOT SAO 539-1S55-77-1 soup we"m va lm WHEN OPENED. v wcs mm REMOTE SOURCE VOLUME TAPE CAPE I A-�� � CONTROL C� RECORDER RECORDER DOW J Y ORmONo FUMY HUWT wr or Imp ow WC4 Lf) 2 !(�--1, 0 O CJ 0 0 0 0 o s o O j � ° ° Nlalla'IAI! 11J►VMCK � Ow I I am m L Ls" p -----J �OI,Ro MTOI � Ity ab SCJ 0 0 '' Q1 0 0 0 0 0 MSC-0 MSC-0 M5C-flMSC-5 MSC-V35 BLANK MSC-J O MSC-N O mm��trvl w O �- m O MODULAR SOUND CONTROL PANELS SIDE VIEW TOP VIEW SCALE: 3/4 - B CHAPEL CONTROL PANELC EQUIPMENT CABINET SCALE: 3/4 O SCALE; NOW � D ES CP o NORTH DAKOTA, 11065 2 BUP 93-0057 87 OF 87 SHT.,.._OF a SHT 31, 2 ' .. . 5 7, .... ® coaYRJOHT t.ps ._..� v..._.. 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