Laserfiche WebLink
I <br />.0< <br />PL9', ' <br />INSPECTOR <br />TE 41 / � pERIT NO. _._----- <br />APPROVED AS SUS�RECTIONS AS NOTED <br />ED <br />0 APPROVED WITH CO <br />NOT APPROVED-OORREOT �` RESUBMIT <br />2 3 4 5 Out ir8forrn on. All work s�afife code <br />1 These comments are for y . a ticab"A building <br />-0" <br />d► `" 34t—�"" 33 �'t Il Ott I(t f'a'll compliance iiia s <br />Ce uirements including items not secl1lcaly roeYd in this review <br />g <br />0 v <br />dl r to d '; v1 o <br />k R <br />:;to <br />I 7 Z-6 <br />Z I - 2 _ihe <br />rl — <br />�- l0 7 t Id 6 5 <br />V I Z t R 1-'51 <br />�NYDRAUl.1GALt_`C REMQ� E AREA � <br />J _ �� 67 3� NF OR DINAR`( HAZARD (ROUP Z <br />�. �' .20 1 5o0-RETAIIL I <br />° --f / <br />- tr yl I 1 d- (I $) 1/2 HEAD5 t= L 0\.^,' t N <br />i- 63-a - 6-° I 489 68 GPM �' �`t" $'� PS`s AT �3ASE <br />}-- 9-6 -6 9-� 8-i 8 II I (Q_� 71 - ��39.6a GPM �° 56.02 PS . av CkTx c�r►ri <br />oFr - -- <br />tom- -►U t X �• N • r <br />g�oGK <br />- 8 Q "o <br />00 <br />ON n, m ¢ <br />iUl J - <br />_ d 1 `' TDP BEAM CLAMP 3/$" <br />—Q MOD 2 I I ALL THREAD ROD 3/�" <br />F- I4 II1Z I lz` II`z 2 149-� <br />hq o -I _ <br />C) Q u� 9�p N Z , 46-9 „sig <br />Ot tt6-t't t _ ; / rr1 M Q -1►BAR JOIST <br />(P <br />N ti _' r O <br />*� m � _ SWIVEL RING HANGER <br />II , m X vY 2d _ 40 0 - - _.., _ - x'12 A5 REQt)itiED mra.-: _ _ '111A1,1 <br />D �t - <br />`* 1, <br />E <br />�Ny M3 'y b A Q 36-a SPRINKLER PIPs <br />S' �Iti � � _ I '� � ► j 1 � _ I �t <br />o�,�,� �� "•2 I i ��� 2 0 /' 3*_6 TYP PIPE HANGER DEVIL <br />34-� <br />` QrrY J • ZO S� 5,t -t -e� -1 �- la o - NOT TO SCALE <br />- - <br />115 d I <br />�' r W <br />.,, �ANU MAIN To SIDS o F � o �F �, � <br />U 15� <x oFcoL, o �i tc �`i z� Z <br />$ {� , 1/2t,cHRAME ENDENTS 11� S" ELEV• It, <br />o 2� n <br />l ,I v oN Ov Ib " PAU SNED OUTLET ABovE �LooR Q te <br />te <br />SL y I _ _ <br />a_ Y� PtG�Is R Fci�uRrc f�i Q � " ' � � � <br />X TENANT S PAGES ZX 2-, 1•'`•p 1 I (`I <br />O l t- I t MZ 2 1 I ► I ,�,�Qz <br />ti- 1 �2 / 2.i� Il- I z. -o m -�0 � z <br />a I 4 Q oc _ 0 <br />0 w 0 21-0 oF� �j-6 9-6 °J-91 9-6 9-6 L} -Z 'J I - e 0-- 1 <br />v Q X IL 0 4t',1�2 9F-.7r�2t �1,1�2 �%�,y2� �' -1Ve 9-,1��', �' 11/1', 3 I0Ir r� <br />o e- t✓ W <br />ul ,n <br />� 2�C\-\o R.t,• of rce � m <br />c�c <br />_ a - 1 �Ii� 112 IIS. 112 -$ 2 ° 2- 7-4 <br />` -,-� a_� _ - -1 3 -lo <br />IL 9_6. 9�6 9-� '�-6 0 a 21_ x 4 2i C 4 3-1 GXG ,r; A-\2 <br />1 - o� I -0 0 �x�-3�2 GxT <br />J, O W �' Ln91 n <br />d- { <br />I„ t- a <br />0 11h oro -u- <br />"D <br />- - <br />C CC�RV'� TEE Q TOF-OF R"SER YJ� _ Q <br />?''l;l'L �� s RS I Cl RV'E)• CNEC,K \/A\ \/ E m r'-0 J T 11-8 Et,Ev. 1-OaCK <br />o �4 S`(STE1''1 RI R. �►-J Q ABovE FLaoR B <br />0-C, <br />O; NEW a" UNDc�GRouNv SOF? L-.( Omar • <br />V a B`CDYNE-R5 DowN 4">< C WITH <br />W <br />N _ w (�USPEryu�� 2tx2' CEIL"N►Ei cRtD RT l o'-o� El EVRSION pt�oV E <br />L- 01 OR. ) 4►` G,RV'Q. DRAIN ')0" y2" 6A�-L ARIA <br />!- U 3 Ac <br />N? ti 3 d <br />SpRkNKLER P U 1 L SJ 1 N G <br />ZrJ GPS �. E // f! ►gyp // a <br />E - <br />i <�(� } j t <br />� .�, !1- CENTER- OF Tt l_E � S N OT RE4l)1 R,ED <br />cQp - <br />, P t 4 <br />�4 <br />i � _a • <br />tsLit C/ ll <br />t tt 'fLt mat 2,• - UJ <br />bq'01 01 <br />MN LICENSE #C00045 °►� <br />BY:�� <br />C0NT�cT R\Glt K"EMAN K,M. gVII.DINC� 162a C�r1TRAL gvE.N.E•IMPLS.MN 612-1�1-2062 p <br />REV. DATE REVISION HYDRAULIC DESIGN CRITERIA <br />STANDARD SYMBOLS CONSTRUCTION NOTES SPRINKLERS 165' 212° 286° TOTAL S ER\I � C E 8 O O , � N C <br />."E..o gLoGic wp,>„1..5 4 STeCt: �-olsi' �/Z'9RASS PENo. 32 32 RETA'y�.. SPRCES OFFICES <br />THIS SYSTEM DESIGNED TO DISCHARGE AT A RATE OF _ — __ —_— -- FLANGED OS & Y GATE VALVE BLDG. CONSTR.- �'/ <br />`�SPRIrJKI.�R SYSTEM DESIGN =DRU. NAZ. GROUP Z. ti y2" se Min�Ec• 7 6 _%Cc � aLSEN f 210 0 W. W RY-ZRT k BL -\/D, <br />GPM PER SQUARE FOOT OF FLOOR AREA OVER A MAXIMUM AREA CHECK VALVE --- AREA Z ! H.D. = 13 • _ _PIPE SIZING PEt? :ALC - Q Rp � Q � � N . S s 3 <br />OF Is o o SQUARE FEET WHEN SUPPLIED WITH WATER AT A BUTTERFLY VALVE 2'X2" T1t_ES 10'-0" U.N. <br />�$� • 6a CLG. TYPE= _ _ CLG. HGT. = SCALE HEADS THIS TOTAL HEADS SHEET <br />RATE OF _ GPM AT _ 54'a3 PSI AT THE BASE OF THE �' FLOW SWITCH x"0151 VAR" ES 14- 6" ± OLSEN FIRE PROTECTION INC.SHEET ON JOB <br />ELEV. TOP OF FP -1 <br />RISER. F��w TEST TpK eN o N 4 / � 19 I � O o �M. --•�-- GROOVE CPLG. ELEV. FIN. FLR. TO _ __ G- PEND E *AT- CE NTZN\. Ca B — l�2'' IK=S-6 AS NOTED 1 0 8 1 a8 OF 1 <br />� � PSZ RESIDUAL PRESSURE 5 2 PSS WITH ARE GIVEN FROM OF �- PENDENT- CENTRAL- C).5 - ►/�," "� =5.6. 321 WILSON ST. N.E. *MINNEAPOLIS, MN 55413 APPROVED BY DRAWN BY DATE CONTRACT NO, <br />STATIC PRESSURE __ CENTERLINES (q) -0--- SPRIG -UPRIGHT (612) 331-3111 414191 4`63- _ <br />SIDEWALL <br />r.. i o%71 GPM FLOW. Tp�KW <br />Et1 B,( oLSEN,ITNESS B'S CIZ"! PIPE TO <br />o <br />A1_RRI�1 �S iR o ,� A5ov4:5 F.V. COW4 <br />I x it 51AtMCS6-F.0•G, <br />r� <br />r <br />N Ew (1� SToR�c aLoc, . <br />r.t <br />NoN-C of iBusT� OLC GoNST:' <br />�' <br />10, 88o S•� <br />d, <br />�SINC�L.E wET 5`CStEM� <br />�Ul <br />3 <br />�D <br />NEw 6"SUPP``/�`/oT41E4�} <br />c lTY <br />1\ t C7 r <br />tsLit C/ ll <br />t tt 'fLt mat 2,• - UJ <br />bq'01 01 <br />MN LICENSE #C00045 °►� <br />BY:�� <br />C0NT�cT R\Glt K"EMAN K,M. gVII.DINC� 162a C�r1TRAL gvE.N.E•IMPLS.MN 612-1�1-2062 p <br />REV. DATE REVISION HYDRAULIC DESIGN CRITERIA <br />STANDARD SYMBOLS CONSTRUCTION NOTES SPRINKLERS 165' 212° 286° TOTAL S ER\I � C E 8 O O , � N C <br />."E..o gLoGic wp,>„1..5 4 STeCt: �-olsi' �/Z'9RASS PENo. 32 32 RETA'y�.. SPRCES OFFICES <br />THIS SYSTEM DESIGNED TO DISCHARGE AT A RATE OF _ — __ —_— -- FLANGED OS & Y GATE VALVE BLDG. CONSTR.- �'/ <br />`�SPRIrJKI.�R SYSTEM DESIGN =DRU. NAZ. GROUP Z. ti y2" se Min�Ec• 7 6 _%Cc � aLSEN f 210 0 W. W RY-ZRT k BL -\/D, <br />GPM PER SQUARE FOOT OF FLOOR AREA OVER A MAXIMUM AREA CHECK VALVE --- AREA Z ! H.D. = 13 • _ _PIPE SIZING PEt? :ALC - Q Rp � Q � � N . S s 3 <br />OF Is o o SQUARE FEET WHEN SUPPLIED WITH WATER AT A BUTTERFLY VALVE 2'X2" T1t_ES 10'-0" U.N. <br />�$� • 6a CLG. TYPE= _ _ CLG. HGT. = SCALE HEADS THIS TOTAL HEADS SHEET <br />RATE OF _ GPM AT _ 54'a3 PSI AT THE BASE OF THE �' FLOW SWITCH x"0151 VAR" ES 14- 6" ± OLSEN FIRE PROTECTION INC.SHEET ON JOB <br />ELEV. TOP OF FP -1 <br />RISER. F��w TEST TpK eN o N 4 / � 19 I � O o �M. --•�-- GROOVE CPLG. ELEV. FIN. FLR. TO _ __ G- PEND E *AT- CE NTZN\. Ca B — l�2'' IK=S-6 AS NOTED 1 0 8 1 a8 OF 1 <br />� � PSZ RESIDUAL PRESSURE 5 2 PSS WITH ARE GIVEN FROM OF �- PENDENT- CENTRAL- C).5 - ►/�," "� =5.6. 321 WILSON ST. N.E. *MINNEAPOLIS, MN 55413 APPROVED BY DRAWN BY DATE CONTRACT NO, <br />STATIC PRESSURE __ CENTERLINES (q) -0--- SPRIG -UPRIGHT (612) 331-3111 414191 4`63- _ <br />SIDEWALL <br />r.. i o%71 GPM FLOW. Tp�KW <br />Et1 B,( oLSEN,ITNESS B'S CIZ"! PIPE TO <br />o <br />