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HomeMy WebLinkAboutSTS Consultants Field Tests & Correspondence cont. LAVATORY WATER CLOSET (1 FU CW) (3 FU CW) (1 FU HW) 1 SHOWER (2 FU CW) SHOWER FU HW) 22 FUFU CWHW ( ) � WATER CLOSET (3 FU CW) LAVATORY ,s, (1 FU CW) Ye (1 FU HW) 1" Ns V4" ���� 2 1 A (3 FU HW) (3 FU HW) R-13 R-14 DOMESTIC WATER RISERS NO SCALE STEEN NO. ADDENDUM DMI202 in 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN 763-585-6757 fax OF PRIOR LAKE Email: -6757 ecenet.com 5650 North Lilac Drive PROR LAKE DRAWN: KEM P.0.1 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED THIRD FLOOR DSET SHOWER (2 FU CWW ) LAVATORY U H 1 FU CW SECOND FLOOR LAVATORY �j2F (1 FU HW) 1 FU CW 1 / �1 UHW� 4 - / SHOWER (2 FU CW) (2 FU HW ,, X,:z" .,� WATER CLOSET ,,,,,,. /4, .,. ,,,>/‘ (3 FU CW) /- FIRST FLOOR lc. ok A 1 GARAGE (3 FU HW) (3 FU HW6 FU CW3 FU ) a R-16 C- 2DOMESTIC WATER RISERS NO SCALE STEEN NO. DMS DMI202 11 • S EEN 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 763-585-6757 fax OF PRIOR LAKE i Email: -67577 steen@ecenet.com DRAWN: KEM 3.0.1 5650 North Lilac Drive PROR LAKE ' ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • IIIIIIMMOIMMI / I A // /// ATTIC \\ " /� / 3" VTR III I11/44 //� \ / III I ,•1 sif\\ I I /� 11 " V�\ I LAVATORY 3"/ \� / 1Yt"1 _\I /// 1Y " I SHOWER I %.../ I (2 FU) I 2" I2 " L) I THIRD FLOOR _ TUB 111" 111" (2 FU) I WATER CLOSET ' (6 �) LAUNDRY V V TUB (2 FU) v• 1,1 3'FD 111w LB (3 FU) SS` L2 U ,Y BOX 111' V SECOND FLOOR _ 3" 3" 3" SS ( BOX )" FIRST FLOOR 4' V A 4" (20 FU) GARAGE Al CO .4-FLOOR PENETRATION (TYP) COSWASTE AND VENT RISERS NO SCALE STEEN NO. / COMUM DMI202 11 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 s EEN E! :m OF PRIOR LAKEE 5I3 1 PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE AS NOTED I • N 11/4I \• I / 11/4" I SINK II / III 3" VTR i I / I / NV I /; SINK I \3" 111" / I • / 111' > 4C I11/4" 3" I 111" I111• I/ • • // I ss wc la �� I // I ISHOWER J (2 , 111" \• 3" 3" • I • • U 114" I • `-' Y 1 111" 2- I Ni I 111/2" " I SA CLOSET I KS • 4" I 4" SINK l/ KITCHEN SINK V ' WC (2FU) r (2 F11) LAVATORY 2" (1 FU) 3- 4"1-41C° 3" FLOOR PENETRATION (TYP) 2" • C) , (9Fu) 2 WASTE AND VENT RISERS ) NO SCALE STEEN NO. A l:MEN()UM DM1202 11 • 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN Email:Steen fax OF PRIOR LAKE Email:steen@ecenet.com �.♦"�^ 5650 North Lilac Drive PROR LAKE DRAWN: KEM I L ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED , • f\ 3" \\ N. /'' I11/4" \ / \,/ I r' le� LAVATORY KIR 11/2"1 (1 FU) I \\ (2 I \ 2" I SHOWER I V / (2 FU) J/ I 11/2" 11/2" WC 12" <„I 11/21 0Q I I 2" i ITUB I S`S+ (2 FU) I "...... 111/4" ' V I V 0 I 3" ) 1 WATER CLOSET S$ 3.%%; •.„„,....... (6 FU) 4" V V LAV Be AI 4"/'" '' y Co V FLOOR PENETRATION (TIP) Y V 0 e C (21 RI) II-2) WASTE AND VENT RISERS NO SCALE STEEN NO. ADDEKVIA DMI202 11 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN 763-585-6757 fax OF PRIOR LAKE Email: -67577 ecenet.com 3"1"13 5650 North Lilac Drive PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE AS NOTED • \ 3' \ I \ I \ ,l, 11i" ON 3'( \ r GARAGE TC \\ , \\ KITCHEN SINK \ (2 FU) � /1 1 / \\ KS J// 114/ I\\ 1�" U 3. r , SHOWER (2 RV 3- I CLOSET V , J- LAVATORY � WATER CLOSET (1 FU) (6 FU) 3' DN TO KITCHEN 114' 3" v U FLOOR PENETRATION (Tw) A W-10 (13 FU) ED WASTE AND VENT RISERS NO SCALE STEEN NO. ADDENDUM DMI202 11 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN ! :7f:::m n311 OF PRIOR LAKE PROR LAKE DRAWN: KEM 3 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • A // 1 I K 12- 111 3 VTR � I /' 1 sl I 2. �/ I 114"I� / - ,.� i / 1 /4 ///�`\� I /� I2- r' / / I 1 ''_- I �- / \ I / 1WONTO 1 I • 1 �./ I GARAGE 1 WC N 1 1 ✓ ' 3" 1 ��� I 114' 111 .4i':c 1 1 LAV 3' LAV . / 1 /11W / vA r/ I 1>�' � v SHR 1 L L 1W ATE;CLOSET 1 / I I \l 8 FU V L V3 1 AVATCRY(1 Fu) a' ¢' li /�� 7 KS 2' CLOSET V CO 3- / V 1 2' KITCHEN SANK , ✓I I (2 FU) SHOVE1 V. •kS v A ® COI I (31 FU) -FLOOR PENETRATION Ow) C- 2 WASTE AND VENT RISERS NO SCALE STEEN NO. ADDEIC DMI202 ill • 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN 763-585-6757teenfax Email: 7 fenet.com OF PRIOR LAKE DRAWN: KEM 31.15 5650 North Lilac Drive PROR LAKE • ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • r3" VENT THRU ROOF II 1YL" / , FD W/ 4" FUNNEL 2" VENT UP ( 67 ) UN TO LAV —\ `I ( 68 ) __ 11/2"I v -r CLOSEST FU NEL / N\ I , I (— :T " 2"1 \� / ,- I .%? 4 ' ( .... V � 25 ) \ ( n ) 3" VENT THRU ROOF 4" 2" III 12" I4" e I \ r �� \ 2" 3" C 62 ) � �\ FD W/ / , ... . ,, FUNNEL I1h" yr,,,{ \ 11Ftj� \ \ 4" . ' d." ��\. i 1. I 11 KITCHEN 0 WASTE AND VENT ISOMETRIC NO SCALE STEEN NO. ADDENDUM DMI202 11 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 S EEN ! t ::m OF PRIOR LAKE 341 PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED 1 3" VENT UP TO KITCHEN SINKS I I Y - - - 1 Lz"I 2„ - - I - 1 3" 16 A I CO 3" Y -i r, -- I I ', 1Y j- I I -- L4(11 1 \ C 36 1 FD W/ j 4s , JJ T1L - 3" EL yr.FD •.,_ 3" � - 3" I FD W/ j- � f/1 ` FUNNEL - / V ,�, .„„ KITCHEN WASTE AND VENT ISOMETRIC NO SCALE STEEN NO. ADDEMIUM DMI202 II ri 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 3 EEN 763-585-6757 fax OF PRIOR LAKE PROR LAKE KEM PA1 Email:steep@ecenet.com PROR LAKE DRAWN: KEM 5650 North Lilac Drive ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED LI , _ _ S A 7 ____ # 4 V4" CW & HW, 2" W & 3" VUP 73" FD TO (2) KS 1L" VUP 16 1 . ^' A A �- �- ,, C 17 , I • "� V —4 4" i 3" W DN 2181111P kts 88 IiIII I I2" __/ I 4" FD W/ I FUNNEL 2211. J J ' I LI-L, I I-I -- �' IT- -3" FD W/ EN Ilk 11 ilk , 11/2" -M A 3" FD © ' ( n ) - -ME —.Wn r' -.• I« �TI-"I i��I =IOW 9irTE 11/4" 3"• HW— I 11 " I L-g-i- III a = — CW —V-- -L--- - �� 11g2=3 " > " T iI! 1 1 , n KITCHEN PLUMBING PLAN Ci) N 1 /4"-1 '-0" STEEN NO. ADDENEW DMI202 II • ri 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 3 EEN ! ::m OF PRIOR LAKEDRAWN: KEM PA1 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED I ' flINI III " III 3 VTR 3" 1 // \ I / k\� 3" // 2" I \ / / / / / I\`( // I 114 \ / I 2" // 13" I \\\ �''��\\\ I /� < I 13. \\ /- \�/ 1 1 3"/ I \1 I SHR I WO \ 1W \ 114" I I \ I\ _ 1 V 11h" /> 4" N.\ 12 I 114" 1 LAV 3" '/ 3"I \ I 11 I " // LAV Y %\../ 1 I 1 I 11/2" .0" / L 2" I /r° 3'-. 1 11h" I // WATER CLOSET SHR 3"//¢ (6 FU) " 3" // 'S (LA TORY 1/2 / FL // 1 KITCHEN SINK 7^-FLOOR PENETRATION (TYP) (2 FU) KS I 2" 12" J I // ((22FU))SHOWER I / 2" 0 V / W-12 (31 FU) Ei WASTE AND VENT RISERS NO SCALE STEEN NO. ADDEMUM DMI202 ill ........ ' / 411 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 �"� 1 763-585-6757 fax OF PRIOR LAKE EEN Email:steen5ecenet.com M3.515650 North Lilac Drive PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • , I3" N I \ 31 I >�►. I ,Yi / I ss�`` II T 1 \ I Y /�/4.r..1\ I \ I/� I SHR J 1 `i /J I I uv I 1 // ` 2' WC /1JI I r (g CLOSET /'r \ 2 SHR . • 4\\ WC) ! 4` U /// 3• '�\ 3• LAVATORY FU) t�—,-FLOOR PENETRATION (TYP) / \ / 1,x.1 \3' 2. 1 s SHOWER! 1 (2 F") I ) 3/ 2' / V / VC.471-3) (27 FU) WASTE AND VENT RISERS Ei) S NO SCALE STEEN NO. ADDEICUM DM1202 11 • op 1 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 f''� 1 763-585-6757 fax Email:S EEN - fax OF PRIOR LAKE 5650 North Lilac Drive PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • \1.....t1;3.5.1 - I k N. 3" \/1 1l"iii \� I1� . fr, 1 ` 1Y4^\k\KITCHEN U) SINK 1 1 11�" \\ I ,-1 LAV I \ / 3" LAV I I //\\� �� 111" 3"I JI SHR I j/I 2"� �C� Wtj 3" I 11" \\ -/" ` 2" V I 'SHR \\ // // S�` \ 2///v 3"\\V V \\♦ // •\\ I V V FLOOR PENETRATION (TYP) I1Y" LAVATORY 2" I 3" 2" I (1 FU) 41I I /� WATER CLOSET SHOWER3. // ` 2" (6 J) V // 4� V 2" 4) V / CD (29 FU) C1 WASTE AND VENT RISERS C NO SCALE STEEN NO. ACXENCUM DMI202 11 • . 1 763-585-6742 KEYSTONE COMMUNITIES DATE: 11/6/02 f 1 S EEN ! :::m OFKE PROR LAKE DRAWN: KEM ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED FIELD REPORT g4F113 Construction Technology Group •. NOTE: The responsibilities and authority of STS and STS'Field Personnel include neither the responsibilities nor the authority of the'Competent Person' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart P. of Project t `EV !--77)/i& Report No. Project No. CNC:fa y Day/Date 114.//14 Y (1— 1/ ( �fi Location PR 1 OR L-AkG WeathedTemp. Q1/E2CASN I Contractor (1F1s Client ‘‘)E! S Equipment U Project Competent Person per 29 CFR Part 1926(Subpart P) Rental Z DcP Arrive Job ' / 5 TOTAL NAME: Tolls $ CHAFIGEABLE Depart Job '"I 2j C1 HOURS FIRM: , 4 hour minimum ADDRESS: Parting $ 0 Total Hours on Job 0.75 Mileage, �' �7 5 PHONE: Travel Time ( 2.� Present on Site OYES 0 NO Project Preparation Time Summary of technical and/or engineering services performed, including field test data. Locations, elevations and depth are estimated. CC�{ TC-75rr.)-) go,t RRRRfN 4 PO FT tlf1F' F-02 f ?nT N(; c Ar L— 4 �+.,, r 770 rzr-,; 2. -- A l ;,,J C . Solt riPP (A)h s 13•?O U it ' r 59r�h 02 (-1KALI _ r(7C= r,) S1 -r. OCP 7 rcT /kJ°, r Arr-s AOE )tiA!—F (_ PO P.,70R_ i S t x rAr T 7 c—t) t nC ra 7-)()A)c. TECH AI_co PtCKC'n UP cocRPTV' C'‘11 tNntz-oc DAS'T- k'f tc 7.9 •0 Field Test Data is Estimated-Pending Final Laboratory Test Results Site Sketch:Indicate North Field Representative Position By .arm i Company Title /"/a-n rr'�-t�uirla�l STS Consultants Ltd. White-Office White-Field Yellow-lime Card 05/01 20k STS Consultants Ltd. Consulting Engineers 4-- c N N O en o-N Z >- >- CO 'O Wit„ a) c0 Q o 3 N O .s r) M -0 U w O (n O N r a) C t )f) )l7 1 a V y 7 o O O M m V c N '2 N -o N LO crD co) I w N co J O N E C of m Z 3 c M °- Lo) o c t6 m Q o a) o v o a�ai a O co co a w .co O co o c° N U CD`3 a oc o . Ln N - 3 o E 0 c d a) U o a) r) F- o c•? E O 'fli n C m 't 0 a)O N .cca '= c U 0,o a ycUc) NN a) v 0 c6 a 0 0 C (Ta :? n0 H O a m CO C = a) * +N-. o O O C C N N c _>. O ,- •y C VI U a = N C 4 c t C T. Ncsi CL a L a v ON to co co p 1-- c co O CO 0 N o c s w 0 Q. H aai '� o 2 = (/)� /CO, M r- I y L in E� L < C000 N c $ -, m U N .a) -I ''� — U c0 'y ui a * Q CO C O C ci C Eo °' G . I .L.. E -gyp :: C ca 7 - O = N a) N X .�. a) . : O C " a) N OV _ O'.. •• O O U E O O O CD 1L ! a) = a+ Z LL I 22 8 1) T m •C m cn c C I a) o a ¢ o 0 O N (j .O. V o lct_ V I OC V t C 16 O E a) c N -� c6 3 "O )a O C C RI O J N 1_ 03 JO) C N 14 N y Q C N 10 N 0 F C � y N li'O 0 o a a != C Y a o '; a) C as N O 'ca - o _ J co c �' -O E = 0 O_ a) u0i � O _ f0 7 ..... ; O a 43 ) -p a A w O .0 CO aci co T m _ CC - CL aw O CO d p C E I 3 a U > in v) o o o 'o c 0 0a) w N C C) 7 C0 m ~ C o o L 0 7 a) N a) N in 8 a o 'D he D. ? w a H o rn rn E m ° e II a) a W E a d1 c=4 C 75 -c8 a 0 'C .V 'cC N cn O a 'd C N N a .0n H m co O oC ,- c O Y ,— r- U N 7 N a N 7) HUH o d0 NN to 1- a F- a) a w FIELD REPORT r � Construction Technology Group •r. -NOTE: The responsibilities and authority of STS and STS'Field Personnel include neither the responsibilities nor the authority of the'Competent F'erson' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart P. �i' of Project !l�`lSTi1N r Report No. Project No. C `gq()i'i`i Day/Date aFS0AL, (I- IC? Location PO )OR LA!<E Weather/Temp. n 11y Contractor (/).)I~)c Client IA/Els Equipment 14/ :Project Competent Person per 29 CFR Part 1926(Subpart P) Rental L_P Arrive Job j TOTAL NAME: Tolls $ CHARGEABLE Depart Job // *LI S HOURS FIRM: 4 hour minimum ADDRESS: Parking $ 0 Total Hours - onJob a. MileageS 2 . 0 PHONE: Travel Time 1 Present-on Site OYES o NO Project Preparation Time — Summary of technical and/or engineering services performed, including field test data. Locations, elevations and depth are estimated. O 1E� N T crr 5-0 11 8c-APdG Fol Foo T,Nr_ c21A t 0 (,),N,r_ 0,4 1 'jJC. Tca1 1)5eD ic pr X' 21 A.,,►7 S a;'xl r Com- n Ar Tr-=' D I Or An•-psi • 0 Field Test Data is Estimated-Pending Final Laboratory Test Results Site Sketch:Indicate North Field Representative - Position By — r--- Company Title !1F'� STS Consultants Ltd. White-Office White-Field Yellow-Time Card 05/01 20k STS Consultants Ltd. Consulting Engineers FIELD REPORT ( r � Construction Technology Group Group NOTE: The responsibilities and authority of STS and STS'Field Personnel include neither the responsibilities nor the authority of the"Competent Person' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart R of Project K r_4 c ri,.i t:- Report No. 1 Project No. of c1014 Day/Date !�R!/n�A` I 22 Location 1-3210p. L F k F Weather/Temp. i �<�)p1 / Li') Contractor W F s Client (/JEt Equipment t Project Competent Person per 29 CFR Part 1926(Subpart P) Rental 6P4), 2 2 S Arrive Job t TOTAL NAME: Tolls $ CHARGEABLE Depart Job 2 O HOURS FIRM: 4 hour minimum ADDRESS: Parking $ 0 Total Hours on Job I, r- Mileage 30 PHONE: Travel Time 5- 2 Cj Present on Site DYES 0 NO Project Preparation Time Summary of technical and/or engineering services performed, including field test data. Locations, elevations and depth are estimated. 7E,,� - rrc=n coli OniyPA r7-) w.., FOR GA( 1 1...., Ar n., Sura( !1.-. ,-* S-12-1,) t-`2 GAJnTCR.MAl,J , AN() STORM SlijE-2 . Ser/ TtiPF G✓AS 13(2uw,. /7--,A) F To MEn lC)M S1 L7''f S�Ata`.'fr .. j,i Ca)(V)PAe Tr tin) IA lig -I Li f 173 i0d /. O1 p2Jc.-rote. Rt/ ititz. 7T=_4 .ELT (9q/. ) b)As Irl A2Er, EX C•r-���-r�� 1"p/2 c P( f J ' "x Q F(IUMPA r.T. -CH i i Sr> T c r r� goli APA 9�1C PRcs A f3r= .( sans Ar I2 / I , Nay , —t3. s x-- 12. E•-- 10, S . . .A.n. . .Ror)/,.4 . ./AZA M-6(Th • °A- ')It TcPE (,JriC g,l1J(,v,., F.-LOS Ta Al it�)►�. . �'A.NC7. . YRt°_4 S--/ L� Q,� 132) ) Pt1 c. -0 ivrO I pm S7r 1--•,-• S',44..,0 T G P T.eS? WtN.a is A.FES. . .A.01 4, w•a-. c.• r�FARlA�� �PFSCQR IS P tI)Pr�'FFf Ax-`,:' `, , `l,4',s p. 4-0, 414.11:A)( • ,.• - oaAI' • ,. i+ �/d'y,a,�*,� 10 L �, t ', • E *k • it :74 • • • • • •ICc / F'A1( �AI7 DQ F?Zk oLE . �* Ik" I .4 ..r a x•iai',..'"?' 9,ar . 4lk14m g, . � ►rgP 'tr.. " CC►e « ' S ,t4eA ifigri .r 1;1 -`:1:4,'' ',..1,41V-61•1160•1_,:,... I1 , ,. c ctt ' a. LI�1 6F . r fir Y ; 0 - fa • ndcaef Qth- f.F , '. 4 1} A Ty� ,.}O Field Test Data is•Estimat •Peding, nal 0T . i. � iJ. 7s .fiw•. + :> � nhu � 1,-,,,rt‘,„,,,-,',L!'.,,.. r+ er � x%, �wK , t ,: r } 2 ., •. -' • ,, � "Field Representative r yyy: hK4 ' e s•�3 - _ Position < . r . y%ze'•» m'.a � � • • • .,[ k A `0; $3an,: MFu S . ,• '' $4 4 - ti>"L �''. - - e '4' • Ltd, ,,z^ ., „,,,..,.....,,.„,t.„ y r .,5 ^ a' ,n,,,.,,-.d;, S9' fi,•'su,ts�, r ; yy � aR '��'•r'- �,;,t hite-,Office5.. . Whitete.FAed' :, l'eloW -l � ar,,5 . t, te ' Cnsultrir ' _ _Ltd.r Vn Ara «,0,-..44-..--t•-r,.., vaI�,1 '',F4,-...... , theorisers'. s. 4Hw' t $fu't :5- 7r s . s .-•;,."1- ),..:,.."t'„.,,,14.— , ,Y �txT }� . *{ y^73 � � y ` e-,'A - • • �'5 2 orn "- , ''-14,-..",•!•;',...•-•- aA'ts s -^^Ar .1! t S ,, i''',,-4-,x ‘•••" r , ,. r �” g t t Ar -t s m, $ r` _ r 1,_.,i....- STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 �►� PROJECT NAME: Keystone SET NUMBER: 1 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/22/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTINGS A-B ON G LINE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/28/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 98171 11/19/02 28 Lab 4.00 12.6 76300 6070 B 011140 X i @ 28 days= 6070 PSI GiEl4EMAhtNUIIE$C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 11/22/02 STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 ��►� PROJECT NAME: Keystone SET NUMBER: 3 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/25/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTINGS B-T ON 6 LINE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I_ SLUMP: IN./ IN. AIR CONTENT: ok CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/28/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 98175 11/01/02 7 Lab 4.00 12.6 38280 3050 D 011140 98176 11/22/02 28 Lab 4.00 12.6 78460 6240 D 011140 98177 11/22/02 28 Lab 4.00 12.6 84040 6690 C 011140 X i @ 28 days= 6470 PSI GEBERMINCEIIIESC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-5300 Date Printed: 11/22/02 ' FIELD REPORT rmai Construction Technology Group �► NOTE: The responsibilities and authority of STS and STS'Field Personnel include neither the responsibilities nor the authority of the'Competenl:Person' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart P. /� of Project Kg ST7)Ng Report No. //,,// Project No. 939'0 Day/Date Ui/eDv Eb. ci p Location I (Z I OP, LAkec Weather/Temp. ct:N,v`r 22- Contractor W 5- Client WE/c Equipment �] Project Competent Person per 29 CFR Part 1926(Subpart P) Rental v Arrive Job TOTAL NAME: Tolls $ 0CHARGEABLE Depart Job G 00 HOURS FIRM: 4 hour minimum ADDRESS: Parking $ 0 Total Hours on Job 0 PHONE: Mileage � 0 Travel Time 0' 7 / Z Present on Site OYES O NO Project Preparation Time Summary of technical and/or engineering services performed, including field test data. Locations, elevations and depth are estimated. F(„0-4 V`3iT ✓ 12(? S! 1- ©AJ Cvn/IR C-:P C R nuc a CT 7'0 08 17z- S)j 4._ 0-0N 17),,,is. SO L 1 ti() Tl APPcAREo T Foe 11: As PAek-tAiG COT` F7 Lc_. 7cW T L0 co"r i i a. CA (,A P T't-I IMPS A NO h1,r t 1 (4 i TI-4 Ai_ 74/0- Fs it ( )t) Ar) (QP- OSF_O I A)h BCA etc 07rCr 1JfS uSEr A.ND G./05 OT FA.. AT `T'i-rr r7F PLA cCMC---fir. •0 Field Test Data is Estimated-Pending Final Laboratory Test Results Site Sketch:Indicate North Field Representative Position By — Company The C'z...b >enIAA) STS Consultants Ltd. White-Office White-Field Yellow-Time Card 05/01 20k STS Consultants Ltd. Consulting Engineers N . N u) t� 1 6 a) Z >- >-I >- >- >- >- >- >- >- O a) o ' I I I C c L_ (n v a0 Q O 3 U N w O 0 N Z M U -d O f f M 1 l o a) , -J 0 u, 1 C C x I I N > ZLL O C 1 M ,, 1 � , 1 I �' O c Q ur a -- 'p ns N M m I0)I IMO 1 C N u) M 2 (O a) i a)' 1 1 co y f- U N ! y o • U 4- U) �, mlci 3 01 O o a) M H al o MI ! 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W - W 1- u 1 1 1 I 1 1 ; 1 a m 1 U U Q I Q. of z mi I I O ! 1 I N N ,- 0 m 0 1 g i a 1 J v J WCOd c I 1 LN-2 O X to M = oo , Z t a' V Z 3 o = 1 1o _ J7 C t+- i ( `-) ig, m1 is 43 W 1 Lai •'• ,-.1 D a7)) .� o a3i 3 o 0 11 N Q too w C6 cTs a) 1 I I 0 O O z' E E1 z I 1 1 I 0 M '`o r _=.0 CO a`) a) =° E I I I m a Oo 0 m m o 3. m a .2! a o of fn m -. r) 8-3" -- J (q (n co o w 0 I N - a) 0 0 0 0 0 1 O y N N N N N I N O aO 0 CN N N r 1 1 N Ill CO lArIcr �° �I -- -- J .- 0 ktortidi 4, 6 0 N N E- Z , �I �1 I I I 1 L__< < OI • STS Construction Technology Groupilk P Concrete Compressive Strength Report ASTM C 39 J. PROJECT NAME: Keystone SET NUMBER: 4 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/28/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: GRID B, 1-6 MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/30/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 98178 11/25/02 28 Lab 4.00 12.6 71730 5710 C 011140 X 1 @ 28 days= 5710 PSI GEBERMINCETIESC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 11/29/02 STS Construction Technology Group71 Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 5 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/28/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: GRID M,6-9 MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/30/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 98179 11/25/02 28 Lab 4.00 12.6 71990 5730 D 011140 X i @ 28 days= 5730 PSI GiEBEM 1INXEIKESC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172(procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 11/29/02 , STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 ri � PROJECT NAME: Keystone SET NUMBER: 6 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/28/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: GRID G B-K MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: • WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/30/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 98183 11/25/02 28 Lab 4.00 12.6 73330 5840 C 011140 X 1* 28 days= 5840 PSI GENERAWNCRIBISC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172(procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 11/29/02 • irl STS Construction Technology Group p6-4 Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 7 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 DATE CAST: 10/30/02 STS PROJECT ENGINEER: Ruesink GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: MULTIPURPOSE ROOM FOOTINGS/PAD MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: _ MIX DESIGNATION: TRUCK: YARD: _ MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: ---- WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/31/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99005 11/27/02 28 Lab 4.00 12.6 76480 6090 C 011140 X i @ 28 days= 6090 PSI GEEIERMINCSITIES C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172(procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content: ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-13300 Date Printed: 11/29/02 • STS Construction Technology Group yw r Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 8 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 10/30/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: D WINE NORTH SIDE/END MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. TRUCK: YARD: _ MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 10/31/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99006 11/27/02 28 Lab 4.00 12.6 66410 5280 D 011140 X 9 @ 28 days= 5280 PSI GE14ERG9ih1:NOI1E$C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 11/29/02 FIELD REPORT pir0Construction Technology Group NOTE: The responsibilities and authority of STS and STS'Field Personnel includa neither the responsibilities nor the authority of the'Competent Person' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart P. of Project ta.=: p Report No. ' Project No. /8 90y Day/Date Fill / Z.- - /3 Z Location P! I o r- t:Aia%I rn r Weather/Temp. 3 Y -yd Contractor A4:1( t 3 tirr t 913 i f�C. Client_ toe/S. /3'4 I I.0e.YL Equipment (Q "+IN2$oti Project Competent Person per 29 CFR Part 1928(Subpart P) Rental p�' Arrive Job 3 TOTAL NAME: Tolls .. l ?,; 0.4 CH BLE HOURS Depart Job FIRM: Mro �ininrtr ADDRESS: Parking $ Total Hours r S N/ 6,C, on Job Mileage PHONE: Travel Time Z 'a 3- Present on Site OYES 0 NO Project Preparation Time Summary of technical and/or engineering services performed, Including field test data. Locations, elevations and deptivare.estimated. aP i)It-Xfidemc.:0 to Go rr-io.Sa2 Piat3C D. 5� S ! PAI.o )~"3xa7-rf '0S <2. /hr '.t- f 0511,4 c42/•+crt[,.17 Z- -� . 2.-s/ 5-P 140,0 S-S.. —t t altyzit S-rt2.4:•1G rN //,-) S 7SAS cs p r-•• WiEcrs Tt+G 'Pact C,( STrzc: 4TH of 300c) Psi . • �Fiw etd Test Data is Estimated-Pending Final Laboratory Test Results Site Sketch:Indicate North Field Representative Position By Company Title • l4ari. - — P Y ��A CASTS Consultants Ltd. White-Office White-Field Yellow-Time Card 05101 20k STS Consultants L1:d. Consulting Engineers STEEN-- ENGINEERING INC. 5650 North Lilac Drive Brooklyn Center,MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com December 3, 2002 Mr. Robert Hutchins Building Official 16200 Eagle Creek Avenue, S.E. Prior Lake, Minnesota 55372-1714 Re: Keystone Communities of Prior Lake Prior Lake, MN Steen#DMI202 Dear Robert: The following responds to the items identified in the Plumbing Plan Review dated November 22, 2002: Apo Item# 1. Steen has responded to the Minnesota Department of Health comments November 7t. c. Bathtub/shower waste detail added. The P-trap is one piece with glued fittings eliminating the need for access panels. Refer to Addendum#2, Drawing M3.3.12, enclosed. 'A. Revised General Plumbing Note A. Refer to Addendum#2, Drawing M1.1.11, enclosed. 4;;- Revised Boiler Schematic detail eliminating the RPZ and noting to "3/4" Manual Fill". ,.. Added hose bib in Mechanical/Electrical room. Refer to Addendum#2, Drawings M3.2.11 .i and M1.2.21, enclosed. 5. Revised domestic water service entering building. Added cold water line foic uture irrigation. Removed reference to fire suppression, which is by others. Refer to Addendum °[4,)'' #2, Drawings M1.2.21 and M3.3.11, enclosed. If you have any questions or comments, please call. Sincerely, Steen Engineering, Inc. 74274/v-i-4 /9A/1- - Kimberly Moen Mechanical Designer Cc: Kevin Miller, Doody Mechanical t°"r ///q -''-2";" ,/��'►- p,C r r Z c.. rte - Designing Sensible Cost Effective Solutions GENERAL PLUMBING NOTES 1 A. MAINTAIN 7'-0" MINIMUM CLEARANCE ABOVE GARAGE LEVEL FLOOR AND 8'-0" MINIMUM BY 12'-0" WIDE CLEARANCE AT ENTRANCE AND CENTER DRIVE AREAS. B. REFER TO THE KITCHEN CONSULTANT'S PLAN FOR CLARIFICATION AND ADDITIONAL WORK REQUIRED FOR THE MAIN KITCHEN ON FIRST FLOOR. C. REFER TO THE STRUCTURAL DRAWINGS FOR BEAM SIZES. PARTIAL GARAGE FLOOR 1 PLUMBING PLAN 1 /8"-1 '-0" STEEN NO. ADDENDUM DMI202 112 763-585-6742 KEYSTONE COMMUNITIES DATE: 12/3/02 3 EEN Email : fax OF PRIOR LAKE Emai -67577 M1111 5650 DRAWN: KEM PROR LAKE ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED PRESSURE GAUGE `�DOMESTIC WATER STRAINER TO BUILDING 7 WITH SHUT-OFF MAIN BUILDING TYPICAL UNION VALVE „„..1._ SHUT-OFF = , SHUT-OFF GATE 1 VALVEO rVAL 1 & CAPPED FOR TURE'L�p14 $ , • IRRIGATION 0-4 ►Al Anww FROM MAIN WAIER BUILDING SYSTEM It142 . SERVICE FLOOR NON-THREADED DRAIN VALVE 1 II PROVIDE SPOOL LENGTH AS REQUIRED ATER METER SUPPORT BY LOCAL WATER DEPARTMENT : REQUIRED BY LOCAL WATER DEPARTMENT. MAX. HEIGHT TO PIPING CENTERLINE = 2'-0" NOTE: VERIFY WITH CITY OFFICALS NEED FOR METER BY-PASS , AND/OR METER SPOOL f CONNECTIONS. 7 �If , ;1' AP/° ' _ j DOMESTIC WATER SERVICE 4 E 9910 NO SCALE P4001.DWG STEEN NO. ADDEID UM DM1202 12 S EEN 763-585-6742 KEYSTONE COMMUNITIES DATE: 12/3/02 763-585-6757 fax OF PRIOR LAKE Email:Steen@ecenet.com PROR LAKE DRAWN: KEM 5650 North Lilac Drive p3.3.1 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED • T 4-11/2" VENT SANITARY TEE WALL > CLECN�UT, IF REQUIRED BY LOCAL CODE I BATH TUB OVERFLOW FLOOR LEVEL I,„, -2"x11/2"x2" 11" SCH. 40 ALL GLUED SANITARY TEE ' BATH TUB/SHOWER DRAIN 7 .. \_2"x11/2" PVC BUSHING GLUE 2" SCH. 40, ONE PIECE PVC, P-TRAP ALL GLUED •• WASTE STACK BATH TUB/SHOWER WASTE 0-3) DETAIL (NO ACCESS PANEL) NO SCALE 024 P40068.DWG STEEN NO. ADDEICUM DMI202 12 • EEN 763-585-6742 KEYSTONE COMMUNITIES DATE: 12/3/02 EmaSSS-6757 fax OF PRIOR LAKE V Ema5:steen@ecenet.comm �■�.♦^ 5650 North Lilac Drive PROR LAKE DRAWN: KEM IL ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED S OUTSIDE AIR SENSOR le(J;fr HOT WATER RETURN le FROM SYSTEM HWR AUTOMATIC AIR VENT T7 1 (TYP)— I 4/4" MANUAL FILL I 3/4" " I UNIT HEATER IN SHUT-OFF VALVE MECHANICAL ROOM - (TYPICAL) AIR SEPARATOR o TO SYSTEM 3/4" HOT WATER SUPPLY Y"' a- a3 I / 0 HWS _ _ ,BLOW DOWN HWP-1 - THERMOMETER (TYP)1 "D PRESSURE 2 'CI y"--(a-- GAGE C , HWP-2 SEE IN-UNE C "\ \-17-2 3-7 HWB-8 PUMP DETAIL 2 =iT -1 Gill—L, 4 C -L, DRAIN (TYP) . I I I./\\._ DIAPHRAM EXPANSION TANK E;) BOILER SCHEMATIC - PARTIAL NO SCALE STEEN NO. ADDENDUM DMI202 112 763-585-6742 KEYSTONE COMMUNITIES DATE: 12/3/02 S EEN ! ::m OF PRIOR LAKE PROR LAKE DRAWN: KEM • p3.2 1 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED