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HomeMy WebLinkAbout1998 - 010882 - greenhouse add r 0 'TI il 0 U) m m m - --1 •- :I-: 1.T. 7..! -1 m 1-s •••< )-I W > ...0 • r3:, ---i ---.co I')CO C ! 0--4 y ,- , Ci CO --.1 ••••••' ..1., -t-> 0 c.-- 1-'!"Ili M •-j X .0 :•,• - '.--.'....< (Ji mom ;0-1:1 :1". •-•••1 in el .r...-••••.; ri) In 171 f fi .'"I .4.- a zo F....r.:: rn i.t.!::; :I.) ::7.:1". fi.1 in :,:i iti 71:': ,..- ' 33 -i• - -.0 _-1 ---.1 -1) - _ Tili : -ri 2:17> ."1::::C.1 LIZ ...-. (1) 0 1-•;-E M cp Sclip.m- plemo... kJ,-1 '..-- '...--0 _ --.1`'•< .-.< > f',..) :F.) ID 1.1:1 < ID 1::,. •• cri K -D 71 13 .. -I) 5)m ril .:,:, Ix in fl) JD 4.-• rn I --,.1 - ID C = C:i CD -) I,) ) 1 ) it! ,. 5 -.......-..... > 1-1 4:4".± ',......4 :).:: 4.....4 c ri !--, CD 0): i' .-:',. I 0 •-< -ti 2 G) co r- NJ m .-a:C'D :a CO -4 G) 1....) m K [-!......... C) in cri L..... CO (TI r1:13 Z ill =1 :D C'' a. in I cri T Cr) l',...! W 0 ND CO m --, w 7.:1 :1 ! ti) CI '5' CO C. !: 1....) (A) 0 I-..1"11 ITI ..--. 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(.17 1.7) :r) -..-. 1 r I •.-:,- , - T.(7) ..- .._ Cn Z C c . 11 f -1 71 111 I - CI .e., (D ••-• r 1:::.::1) Q ---) ff) •• cr -1 .... CD (7) C.3 1--1 ---i 4:::, rr 1-- ill co Fri-.1.) -2.- I'..) :E ' ' c z in 07 :3>(:: . L i rn m Xi r-si -.c.". ".".:() co in M ..7.:i r'..!Oil M M LI>rri Q No C E.: 'D --I 71.1i :3: <: ,...7 --4 I-- 0 0-1 • 0 in l'..n !•••. co ,......, -I in --4 CO CI) 4--, cn '0 L.. Total Fee: $ J ° Date Received: Entered By: n( Permit#: /O /8 CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one WNE)R CONTRACTOR JOB SITE ADDRESS: 3S0 t , GJ Nutj ZIP: 6S-35% NAME OF OWNER: LOCO Pxy-4-vw rs L L f PHONE: (home) (work) 1173 - S ,95- MAILING ADDRESS: fO. go,k al-6 CITY: L.rr y tc. .t ZIP: c,5" X, CONTRACTOR: 11,f6 �erh S et,a 4‘, S rec. PHONE: 11;0-a7 3;023 CONTACT PERSON: V i n Lt- V t'Ict‘ 444+10L-E/PAGER: 4.4-f/-7q31 MAILING ADDRESS: P.O. (3o x CITY: 0 6k -aoki ZIP: 55309/ STATE LICENSE: # ARCHITECT/ENGINEER: ,4)ekon- (2,4i 2 $/ ,LtPHO : 67 y'aq o MAILING ADDRESS;9575 ties,it) Alt 0. CITY: f a L ZIP: s S /PT NAME: Pau:4 ()CAA REGISTRATION# 3 TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): STORIES: 1 SQ. FEET OF EACH FLOOR: /7,'( NO. OF BEDROOMS: AM GARAGE STALLS: ATT.�',/E___ DET.AM ESTIMATED CONSTRUCTION VALUATION (excluding land): $ / ,S, ‘• 5— � I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in a •rdanc; wit theap e roved plan. 7 APPLICANT'S SIGNATURE: ✓fes., / 411/ DATE: /2,2/V NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 1 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting'state agency, political subdivision,or statewide system; (b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately, if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays: Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual; or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd.2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. 44 c j 6/ II first fiddle Last 0 EA) 0.1'4.7`1.� v Address (7)ing,- 4/1/ 63—.35—(= 3- / City State Zip Phone I unded y rights as above. �l .-tel (.., �,'�''�- Signature CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 2350 west (AiPNIA r✓-1 GLV PID: DESCRIPTION OF WORK: (D ft i tWO se / A t n oA) -fitot e G4,vv pit ZONING REVIEW BY: `v& DATE APPROVED: /0 -r S-1 s BUILDING REVIEW BY: U 9 ( .�. DATE APPROVED: /n •/s FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes u No PLAN REVIEW Yes !,-, No SEWER CONNECTION STATE SURCHARGE Yes i` No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Ycs No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: Q-L Fire Department: (,tom,(.A((.e Post Office: (oonJ(,CA tri School District: OR-0130 Lot Area: Sq.ft. NO 0047 Acres Width Depth Survey Submitted: Yes p- No Date of Survey: 0.0 pl(.AZ Proposed Setbacks: Front (Lake): _ 1( ( ± Right Side: QZS' t Rear (Street): 2 30' * Left Side: 310 Adjacent Structures: N/A- Wetland: N/A- Building Height: Def. Hgt. 0•fL Peak Hgt. — Lot Coverage: /v (4 Grading: Staff Approval Date: — By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # 240'( Resolution: # Resolution Date: Shoreland District: NO Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 26 BUILDING REVIEW CHECK LIST UBC: 31/1- CONSTRUCTION TYPE: (I.('U Sq Footage $ Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ (?S, (o i3Qnv Inspections Required: Work Requiring Separate Permits: Site )1, Plumbing Fire Hardcover Removal Mechanical, Water Connection j,Footing Septic Sewer Connection ON Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) ('Final Grading/Filling d'Electrical (State Permit) Other REMARKS (IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS(TO BE NOTED ON PERMIT): 27 ORONO COPY 10-16-98 Plan Review Notes Address: 2350 West Wayzata Blvd. Owner: Loco Partners LLP Inspector: Lyle Oman, Building Official Proposed work: Addition-Green House Occupancy classification: B/M Floor area: Existing . 30,000 Addition 17.808 Total area: 47,808 Type of construction: 11-N Location on property: O.K. Allowable floor area: 12,000 Double for multi story=24,000 Increase for open all side 100%=48,000 Unlimited area allowed for sprinkler per UBC 505.2 Height of building: 2 Stories 2 Stories proposed Exiting: Addition 17, 408 -30= 593.6 Occupants 2 exits required by UBC table 10-A 3 exits required by UBC table 1003.1 7 exits provided - exit width 593.6 x .2 = 119" of exit width required - 336" provided - arrangement of exits o.k. - travel distance o.k. - exit doors - must swing in the direction of travel -exit doors shall be operable from the inside without the use of a key or any special knowledge or effort -panic hardware not required - exit door leaf width-maximum 4' UBC 1004.7 r9p . MOHAGEN architects, ltd ARCHITECTURE PLANNING INTERIORS To: Rod Johnson Project: Otten Brothers Addition 1997 Uniform Building Code Code Review From: Todd Mohagen Date: October 14, 1998 Occupancy Group B/M Construction Type Type 11-N Allowable Floor Area 12,000 Allowable Area Section 505 Increases: Multi-Story(12,000 x 2) 24,000 Unlimited Area Separation all sides 60' Proposed Floor Area Existing Structure 30,000 sf. + Addition 17.808 sf TOTAL 47,808 sf Maximum Allowable Building Height 2 Stories Proposed Building Height 2 Stories Fire Resistive Construction Requirements Exterior Bearing Walls N/C Interior Bearing Walls N Exterior Non-Bearing Walls N/C Structural Frame N Partitions—Permanent N Shaft Enclosures One Hour Floor—Ceilings/Floors N Roofs—Ceilings/Roofs N Openings Not Permitted<5' Protected<10' Required Separation B/M None Sprinkler System Required if over 12,000 sf Sec 904.2.8 Addition may be considered part of existing building Sec 503.3 PHONE: (612) 473-1985 FAX: (612) 473-1340 Often Brothers Addition Code Review October 14, 1998 Page Two Projections of Non-Combustible Materials Sec 705 Chapter 10 Occupant Load Addition 17,808/30= 594 occ. Two Exits Required Yes Width .2 (594)= 119" Illuminated Exit Signs Required with Battery Backup Doors, special doors for exiting Not Allowed when Sec 1003.3.1.2 Over 50 occupants Door Leaf width shall not exceed 4' Sec 1003.3.1.4 Doors must swing out Sec 1003.3.1.5 Landings at doors required Sec 1003.3.1.7 Door to comply with Sec 1003.3.1.8 Panic hardware not required Three exits required Sec 1004.2.3.4 Travel distance maximum 250' Sec 1004.2.5.2.2 I hereby certify that this report was prepared by me or under my supervision,and that I am a duly registered architect under the laws of the State of Minnesota. odd Moha , IA Registration Number: 18074 Iu(OHISYSVOBSIOTTENIdocicode rev.doc r 1 ------_--_.WiL4W ---DRIVE- N. N 00'03'06" W 599.96 z 1 ,'..-7,-4i."44 f SI1 1 a o« ,�^, iZ ' ', -1r },n .trS ����i7�1l�rSi aV t,,,, '4 e I.? 4,-•,•1,3.,4: w It, % A , . AI 1 t. f• .....4j•.f �, 1 - HI(' I I C' ' �, 1.:� Qq -:‘,..,•,� �, 1>r h.F 11w;.S ,7 -..-...3/4:-N , • w ' ! �i. ' m _. a•.r n r I I ' Y• rj iO-,.' �•' `L ;,/. A ' ' 1- J J.1 1 .d 3. N n{ 1 .-1-,_,,•••"�1 ,.i ),;. „,Vg; �• ., V15;f15• ' f1. i 1-t: :/nrrS I 1 q3 3•3 1�aa6y I 1_.. i�J`LI. . 4X!�h.}1' 1, 47( 4.,,•'';',-1'.'.),1'1•' L,i'4' 1 \ ill j,-121.4 +0-.:-•...,„- .``\,, i.• ' I , \ • r to II1 1 ry f r' 1 .4 y; E it 160 i' 3• r rfi4 7 ! \ \ .1 8• 9 t 1- .� X r; CL , 'I -: t•`'f1z•��II a' \ \ .1^ I I . r4, , V) 1 pt. .r I .‘:•,-:- �''tl� r , .i' \ \ ... o '' ( i'47',•i P. $C 4 .� 1• C I r• . C • .,• �' 1 7 1.1 2gNi 2 1 +~ 121.3::'141,: 1 �. 1; / .i ig r ” t+ ~ / Z ,0 3 . D 1 1 A 1, SC / = 0 ,$<^ I I c: 1�' '4 + T�A C ;ti'Ksy *�: s /� / rV '1] —I l J u r...2!..; 4 �j 1,. yJui: j / o / ; / 70r o �. j N 11 / / 0 CO .-H eo. h 1,. , / / r I'1 \ / / e� Z O O a I 132.0 E� ,/ / t:-TE C (f) 71 o �:'I�; o Q` r! r- _ / 1e G • V) ` C q o .I * ^.it• .T' _!•1 J ,i!/l z y m 7j 3r3 R R I . 'r"1 I /\Vr'... .If / 4' D Igo 1-4O ii 1 :t i / A3 p S , ' / 8 Q I• / , ---JJ - 1 ,o / I C ,._..�-.__. 1 �p 1 43 / -� II 8 N � : S��!� ._ / I . -.::::_i.:. I ! - N I I ' r �, :: ." 1 • I / 1 i i 1 - Cr) I / I i 1 N I T ry_.. C”' i. I M 1 v i2 y. ...w 1 d r cam ' 1 IIS° I I l ' / / k, i •• l / I I / / ``' / / , -v i ,' / r. 1 (j1 / ^ ' ,//_ $N4.4' T / / _a /I 0 / 8 ' Z UI / '/ `• ...—V • , 4 ti ,/ rn i / / (1.-) o ; / a ; / M al Z I oY►moi r_lit ; / I.:13 i N 00'23'53" W 242.59 =�r.,:q N o I EYISIONS DESIGNED 1 HEREBY CERIi'Y lr T CtfA 1 0R RE121 77li� COFFIN & GR0NBERG INC. —PAMAS PREPARED 9Y k OR Il�(R W ORECI 9lFERV6101C AIOr TE BV __._. ____.,...REMARKS _.. _ 1„•,,,,, !THAT I AY A ID IYY'11711 NR1fESSINA1 ENMITR Ab IAMI 1"��, )S. NURSERY �� CIVIL ENGINEERS, LAND SURVEYORS, LAND #'LANNERS, 98267 482 TAMARACK AVENUE LONG LAKE. MN 55356! „,,, PHONE: 612-473-4141 FAX: 612-473-4435' DATE TIME CITY OF ORONO CALLED IN to -30 if 0',3 #, INSPECTION NOTICE tr SCHEDULED //'a- 98 PERMIT NO. D COMPLETED ADDRESS oc 356 (�-1 !A OWNER Ott./241122)1.43-0 . CONTR. L:�J� ! ___� TELEPHONE NO. DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cz cz 0 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: CC W Q.. CC O CC O W CC W W CC W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contras st Inspector. 'N White Copy/Inspector's File Canary Copy/Site Notice - DATE �I��� CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED — - O PERMIT NO. /0 �'LJ COMPLETED ADDRESS !)-(6''t t1t6.. — 356 CA-`- cti ,J-ey~—e i OWNER CONTR. i? aWIN.04P-C-CA.Tert TELEPHONE NO. 73 5 DESCRIPTION C' 7 _ • • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS V/ 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 5 FINAL 14 SEWER HOOK-UP 06 PROGRESS u! U MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IL 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W CC O CC O W W CC W W CC WORK SATISFACTORY:PROCEED OJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT C.O ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance.473-7357 Owner/Consite: Inspector. White Copy/Inspector's Fi Canary Copy/Site Notice . 7.-1, w_ _.7.2_ , --(-7-'---_ E e...... ,z: _._ . z:, — . FIRE PROTECTION INC- !-ignwsv : 'Nest. P_ C. 3ax 63 Waverly, Minnows= . nfl El 7 x•333-:ate h+YCPAUL:C CESTGN !NF:7.PI.4A7!CN Si_E— NAME. A.--) a cz_e,s oliZS , , - z_ I .9 L^^C..17:cu 1-..-(-A-)\--- I t v k.41LL.L.o"-+-3 0 2 0�tio N D r,., ti) A` BUIL:~1NG t0'- -' (7--7-4--7:-..-r; I.s•.-)u J4 ,.M Sf�c:-4 NC. CC NTAAC Ft _ C. 'L..a=7 ?Y µr\� ?. C..N n,aCNC. -PAWING NC. C , „L'C-ICN: c:,MeLISTIBL= `;Ncv-:::uec teLE. C�:_:NG -E: -r /z -,� CC.-.r'PANCY r;�- o.J r>;ou s� P7. NF=o :S: C L . t-1AZ CPC. (- NF=A =1 C NFA =IC: FIG.:>:t Z. GF: : f _ 3 Ex ` C C-7,-1E7 (Soec:fy) • E C::PvE u L, SPE=:F'C RLIL:NG MACE 3Y = APE:. CF SF-RINK`= CPE=A:CN Z••• •3C TY�=J wQC H Ci.1='v.ST 7! i C • >. AnEA PCP SPR!NK` vt>,Z.' '- f MET ` RY _ .7.1E' :GEPPE.aCT:CN vs )-!=a- AL_:`HANG- SPoINK`= yP vCC_�_= c GPti/: 1NSICE O mAKc )'n?-a.•_ AAC.^.E L � > t-Cr3E ALL JIMANCE Gensit: CUTSICE ZS7::' -C Z SIS � x--TACTOR _5, (o RACX SPRTNKLEP AL' CWANCE h I T=,PERA'`.'PE RA7TNG ZIZ. CAL:ILATICN GPM AECLITREr 4-3 ) PSIRECL;1R� ' "� A7 3ASc CF PlSc= . SL7.41604AY ••C.. FACCR L : CVE:.j-E.AC /E'o trNC_=Gr-C:.7•4C /L CA 7E 'st r o-==`firreg 3 7 IME • RATE= CAPACITY CAPAC:;Y a. S-.tTIC PSS Z- AT PSI Ems. ST RES:Ct.:AL PSI 23 '/A-ICN EL_�/A;iCN o" GPM F_CWtNG 4. uCi E_Z•!A T ICN F� �, AFC': t P .CP =RCC'rr GPV LCC A7ICN C.. St�L 3CL;RCE CF INF CF1e4ATICN c ' •' '' CC).0.1 ..,.1 T Y C...3.= L.CCA 71CN ut S7 CRAGS t-tE:Gi~r AREA ALSL= 'NICT•1-t CS7CP.AGE MET-CC,: SCLC PSL=':' X PAL_E';TZc= K PACK r SING= PCYI C.NVEVTTCNAL p AL__S- C ALTCUArIC S7CRAGE r ENC. P+ZILKTva C CCLEL_ RCW C SLAVE PAL_e C =LC s)►E_VtNG C NcN. C MiJLrTP'.....S, RCw C z C CPN ENCA P U. LAT= c: j < F?:,,'E SP AC:NG tN INC.4ES cLE ARANO_ M==C -CP CF 3-CRAGS TC CE'L:NG L=NCi7UC!NAL—_TRANsy� _ IN. R h,CA1ZCNrAL eda gl RIERS PIRCvtOEC (001) (009) (017) 001 009 017 (002) (010) (018) 002 010 018 (003) (011) (019) (025) 003 011 019 025 (004) (012) (020) (026) 004 012 020 026 (005) (013) (021) (027) 005 013 021 027 (006) (014) (022)' (028) 006 014 022 028 (007) (015) (023) (029) 007 015 023 029 I I (008) (016) (024) (030) 008 016 024 030 I I 0--031--0--032--0--033--0--034--0--035--0--036--0--037--0--038--0--039-- 0--040--O--041--O--042-- , CONTRACT NAME AND NUMBER 150 FLOW TEST 140 SUMMARY SHEET 130 - . 120 STy L (i z- 110 _ 1-!--it S IoS'J VPfr1 R100 E S 90 S R80 E - 70 1 6��� 50- 40 30 _ /k SIP V4`#•- 23 P 7 20� 10 NW.as 0 0 50 100 150 200 250 300 350 400 450 500 550 Scale A 100 200 300 400 500 600 700 800 900 1000 1100 Scale B 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Scale C 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 Scale D • Flow-GPM(Circle scale used.) H-2 ©1996 National Fire Sprinkler Association,P.O. 1000,Patterson,NY 12563 HYDRAULIC CALCULATIONS ` --- OUTLET TABLE --- • OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1. 5 . 600 8 .360 16 . 19 15 . 00 16 .20 2 5 . 600 8 . 387 16 .22 15 . 00 16 .20 3 5 . 600 8 .486 16 . 31 15 . 00 16 .20 4 5 . 600 8 . 697 16 . 51 15 . 00 16 .20 5 5 . 600 9 . 058 16 . 85 15 . 00 16 .20 6 5 . 600 9 . 611 17 . 36 15 . 00 16 . 20 7 5 . 600 10 .400 18 . 06 15 . 00 16 . 20 9 5 . 600 7 .312 15 . 14 20 . 00 14 . 90 10 5 . 600 7 . 336 15 . 17 20 . 00 14 . 90 11 5 . 600 7 .424 15 . 26 20 . 00 14 . 90 12 5 . 600 7 . 610 15 .45 20 . 00 14 . 90 13 5 . 600 7 . 929 15 . 77 20 . 00 14 . 90 14 5 . 600 8 . 111 15 . 95 20 . 00 14 . 90 15 5 . 600 8 . 370 16 . 20 20 . 00 14 . 90 17 5 . 600 8 . 268 16 . 10 15 . 00 0 . 00 18 5 . 600 8 .300 16 . 13 15 . 00 0 . 00 19 5 . 600 8 .414 16 .24 15 . 00 0 . 00 20 5 . 600 8 . 658 16 .48 15 . 00 0 . 00 21 5 . 600 9 .077 16 . 87 15 . 00 0 . 00 22 5 . 600 •9 . 720 17 .46 15 . 00 0 . 00 23 5 . 600 10 . 638 18 . 26 15 . 00 0 . 00 25 5 . 600 10 . 940 18 . 52 15 . 00 0 . 00 26 5 . 600 10 . 953 18 .53 15 . 00 0 . 00 27 5 . 600 11 . 080 18 . 64 15 . 00 0 . 00 28 5 . 600 11 . 349 18 . 87 15 . 00 0 . 00 29 5 . 600 11 . 812 19 . 25 15 . 00 0 . 00 HYDRAULIC CALCULATIONS --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2 .227 8 . 70 16 . 19 100 0 . 0032 0 . 027 1 . 3 2 2 .227 8 . 70 32 .41 100 0 . 0114 0 . 099 2 . 7 3 2 .227 8 . 70 48 . 72 100 0 . 0242 0 . 211 4 . 0 4 2 . 227 8 . 70 65 . 24 100 0 . 0415 0 . 361 5 .4 5 2 . 227 8 . 70 82 . 09 100 0 . 0636 0 .553 6 . 8 6 2 . 227 8 . 70 99 .45 100 0 . 0906 0 . 789 8 .2 7 2 . 727 10 . 00 117 .51 100 0 . 0460 0 .460 6 . 5 8 2 . 727 38 . 00 117 . 51 100 0 . 0460 1 . 749 6 . 5 9 2 . 227 8 . 70 15 . 14 100 0 . 0028 0 . 024 1 .2 10 2 . 227 8 . 70 30 . 31 100 0 . 0101 0 . 088 2 .5 11 2 .227 8 . 70 45 . 57 100 0 . 0214 0 . 186 3 . 8 12 2 . 227 8 . 70 61 . 02 100 0 . 0367 0 .319 5 . 0 13 2 . 727 8 . 70 76 . 79 100 0 . 0209 0 . 182 4 .2 14 2 . 727 8 . 70 92 . 73 100 0 . 0297 0 .258 5 . 1 15 2 . 727 10 . 00 108 . 94 100 0 . 0400 0 .400 6 . 0 16 2 . 727 43 . 00 108 . 94 100 0 . 0400 1 . 720 6 . 0 17 2 . 157 8 . 70 16 . 10 100 0 . 0036 0 . 032 1 .4 18 2 . 157 8 . 70, 32 . 24 100 0 . 0132 0 . 115 2 . 8 19 2 . 157 8 . 70 48 .48 100 0 . 0280 0 .244 4 . 3 20 2 . 157 8 . 70 64 . 96 100 0 . 0482 0 .419 5 . 7 21 2 . 157 8 . 70 81 . 83 100 0 . 0738 0 . 642 7 . 2 22 2 . 157 8 . 70 99 . 29 100 0 . 1056 0 . 918 8 . 7 23 2 . 727 10 . 00 117 .55 100 0 . 0461 0 .461 6 .5 24 2 . 727 38 . 00 117 .55 100 0 . 0461 1 . 750 6 .5 25 2 . 727 8 . 70 18 . 52 100 0 . 0015 0 . 013 1 . 0 26 2 . 227 8 . 70 37 . 06 100 0 . 0146 0 . 127 3 . 1 27 2 .227 8 . 70 55 . 70 100 0 . 0310 0 .270 4 . 6 28 2 .227 8 . 70 74 . 56 100 0 . 0532 0 .463 6 . 1 29 2 . 727 10 . 00 93 . 81 100 0 . 0303 0 . 303 5 .2 30 2 . 727 38 . 00 93 . 81 100 0 . 0303 1 . 153 5 .2 31 4 . 352 12 . 00 117 .51 100 0 . 0047 0 . 057 2 . 5 32 4 .352 12 . 00 226 .45 100 0 . 0159 0 . 191 4 . 9 33 4 . 352 12 . 00 344 . 00 100 0 . 0345 0 .414 7 .4 34 4 .352 176 . 00 437 . 81 100 0 . 0538 9 .476 9 .4 35 4 . 026 43 . 00 437 . 81 120 0 . 0561 2 .414 11 . 0 36 4 .260 373 . 00 437 . 81 120 0 . 0426 15 . 904 9 . 9 37 4 . 026 64 . 00 437 . 81 120 0 . 0561 3 . 593 11 . 0 38 6 . 033 200 . 00 437 . 81 140 0 . 0059 1 . 178 4 . 9 39 6 . 033 0 . 50 437 . 81 140 0 . 0059 0 . 003 4 . 9 40 6 . 033 0 .50 437 . 81 140 0 . 0059 0 . 003 4 . 9 41 6 . 033 0 . 50 437 . 81 140 0 . 0059 0 . 003 4 . 9 42 6 . 033 0 . 50 437 . 81 140 0 . 0059 0 . 003 4 . 9 WATER 6 .2 dist . by Fire Sprinkler Consultants (913) 722-FIRE Copyright (C) 1979-91 by Lin McCool Licensee - SENTRY FIRE PROTECTION, INC. - Waverly, Minnesota HYDRAULIC CALCULATIONS --- ROUTE NO. 1 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 1 16 . 19 2 .227 0 8 .7 8 .36 K=5 . 6 0 . 00 0 0 0 . 00 0 .00 PIPE 1 16 .19 100 0 8 . 7 0 . 03 8 .36 OUTLET 2 16 .22 2 .227 0 8 . 7 8 .39 K=5 . 6 0 . 01 0 0 0 . 00 0 .00 PIPE 2 32 .41 100 0 8 .7 0 . 10 8 .39 OUTLET 3 16 .31 2 .227 0 8 . 7 8 .49 K=5 . 6 0 . 02 0 0 0 .00 0 . 00 PIPE 3 48 . 72 100 0 8 . 7 0 .21 8 .49 OUTLET 4 16 .51 2 .2'27 0 8 . 7 8 . 70 K=5 .6 0 . 04 0 0 0 .00 0 .00 PIPE 4 65 .24 100 0 8 . 7 0 . 36 8 . 70 OUTLET 5 16 . 85 2 .227 0 8 .7 9 .06 K=5 .6 0 . 06 0 0 0 . 00 0 .00 PIPE 5 82 .09 100 0 8 .7 0 .55 9 .06 OUTLET 6 17 .36 2 .227 0 8 . 7 9 . 61 K=5 .6 0 .09 0 0 0 .00 0 . 00 PIPE 6 99 .45 100 0 8 . 7 0 .79 9 . 61 OUTLET 7 18 . 06 2 .727 0 10 . 0 10 .40 K=5 . 6 0 . 05 0 0 0 . 00 0 . 00 PIPE 7 117 .51 100 0 10 . 0 0 .46 10 .40 OUTLET 8 0 . 00 2 .727 1 25 . 0 10 . 86 K=0 0 .05 1 13 0 .00 0 .00 PIPE 8 117 .51 100 0 38 .0 1 . 75 0 .00 REF 901 0 . 00 4 .352 0 12 . 0 12 . 61 0 .005 0 0 0 . 00 PIPE 31 117 .51 100 0 12 . 0 0 . 06 REF 902 108 .94 4 .352 0 12 . 0 12 .67 0 .016 0 0 0 .00 PIPE 32 226 .45 100 0 12 .0 0 . 19 REF 903 117 .55 4 .352 0 12 .0 12 . 86 0 . 034 0 0 0 . 00 PIPE 33 344 .00 100 0 12 . 0 0 .41 REF 904 93 .81 4 .352 0 147 .0 13 .27 0 . 054 4 29 0 .00 • PIPE 34 437 . 81 100 0 176 .0 9 .48 REF 905 0 .00 4 . 026 0 43 . 0 22 .75 0 Pl Pte- v n ` 0 .056 0 0 0 . 00 B`^CTFZ- vim. PIPE 35 437 . 81 120 0 43 . 0 2 .41 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES REF 906 0 . 00 _4 .260 0 273 . 0 25 . 16 0 . 043 10 100 6 .51 PIPE 36 437 . 81 120 0 373 . 0 15 . 90 REF 907 0 . 00 4 .026 2 24 . 0 47 .57 Lz) •'`Tc-�'i'" - `AI, 0 . 056 0 40 0 . 00 a) c L-u- v p, PIPE 37 437 .81 120 0 64 . 0 3 .59 REF 908 0 . 00 6 . 033 0 200 . 0 51 . 17 '.`� °'- ''-" `t 0 . 006 0 0 0 . 00 PIPE 38 437 . 81 140 0 200 . 0 1 . 18 REF 909 0 . 00 6 . 033 0 0 .5 52 .35 - c._ '\""`"', 0 .006 0 0 0 . 00 PIPE 39 437 . 81 14,0 0 0 .5 0 . 00 REF 910 0 . 00 6 . 033 0 0 .5 52 .35 0 . 006 0 0 0 . 00 PIPE 40 437 .81 140 0 0 .5 0 . 00 REF 911 0 .00 6 . 033 0 0 .5 52 .35 0 .006 0 0 0 . 00 PIPE 41 437 . 81 140 0 0 .5 0 .00 REF 912 0 . 00 6 .033 0 0 .5 52 .35 0 . 006 0 0 0 .00 PIPE 42 437 .81 140 0 0 .5 0 . 00 52 .36 Supply HYDRAULIC CALCULATIONS ` --- ROUTE NO. 2 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 9 15 . 14 2 .227 0 8 . 7 7 .31 K=5 . 6 0 . 00 0 0 0 . 00 0 . 00 PIPE 9 15 .14 100 0 8 . 7 0 . 02 7 .31 OUTLET 10 15 . 17 2 .227 0 8 . 7 7 .34 K=5 . 6 0 . 01 0 0 0 .00 0 . 00 PIPE 10 30 .31 100 0 8 . 7 0 . 09 7 .34 OUTLET 11 15 .26 2 .227 0 8 . 7 7 .42 K=5 . 6 0 . 02 0 0 0 . 00 0 . 00 PIPE 11 45 .57 100 0 8 .7 0 .19 7 .42 OUTLET 12 15 .45 2 .227 0 8 . 7 7 . 61 K=5 . 6 0 .04 0 0 0 .00 0 . 00 PIPE 12 61 . 02 100 0 8 . 7 0 .32 7 .61 OUTLET 13 15 .77 2 .727 0 8 . 7 7 .93 K=5 .6 0 .02 0 0 0 . 00 0 .00 PIPE 13 76 . 79 100 0 8 . 7 0 . 18 7 . 93 OUTLET 14 15 . 95 2 .727 0 8 .7 8 .11 K=5 . 6 0 . 03 0 0 0 . 00 0 . 00 PIPE 14 92 .73 100 0 8 . 7 0 .26 8 .11 OUTLET 15 16 .20 2 . 727 0 10 . 0 8 .37 K=5 .6 0 .04 0 0 0 . 00 0 . 00 PIPE 15 108 . 94 100 0 10 .0 0 .40 8 .37 OUTLET 16 0 . 00 2 . 727 1 30 . 0 8 . 77 K=0 0 . 04 1 13 2 .17 0 .00 PIPE 16 108 . 94 100 0 43 . 0 1 .72 0 . 00 REF 902 12 . 66 • HYDRAULIC CALCULATIONS ` --- ROUTE NO. 3 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 17 16 .10 2 . 157 0 8 . 7 8 .27 K=5 . 6 0 . 00 0 0 0 . 00 0 . 00 PIPE 17 16 .10 100 0 8 . 7 0 . 03 8 .27 OUTLET 18 16 .13 2 . 157 0 8 . 7 8 .30 K=5 .6 0 . 01 0 0 0 . 00 0 . 00 PIPE 18 32 .24 100 0 8 . 7 0 . 11 8 .30 OUTLET 19 16 .24 2 . 157 0 8 . 7 8 .41 K=5 . 6 0 .03 0 0 0 . 00 0 . 00 PIPE 19 48 .48 100 0 8 . 7 0 .24 8 .41 OUTLET 20 16 .48 2 .157 0 8 . 7 8 . 66 K=5 . 6 0 . 05 0 0 0 . 00 0 . 00 PIPE 20 64 . 96 100 0 8 .7 0 .42 8 . 66 OUTLET 21 16 . 87 2 . 157 0 8 .7 9 . 08 K=5 .6 0 . 07 0 0 0 .00 0 . 00 PIPE 21 81 . 83 100 0 8 . 7 0 . 64 9 .08 OUTLET 22 17 .46 2 .157 0 8 .7 9 . 72 K=5 .6 0 .11 0 0 0 . 00 0 . 00 PIPE 22 99 .29 100 0 8 . 7 0 .92 9 . 72 OUTLET 23 18 .26 2 .727 0 10 . 0 10 . 64 K=5 . 6 0 .05 0 0 0 . 00 0 . 00 PIPE 23 117 .55 100 0 10 . 0 0 .46 10 . 64 OUTLET 24 0 . 00 2 .727 1 25 . 0 11 .10 K=0 0 .05 1 13 0 .00 0 .00 PIPE 24 117 .55 100 0 38 . 0 1 . 75 0 . 00 REF 903 12 . 85 HYDRAULIC CALCULATIONS --- ROUTE NO. 4 DESCRIPTION --- Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES OUTLET 25 18 .52 2 . 727 0 8 . 7 10 . 94 K=5 .6 0 . 00 0 0 0 . 00 0 . 00 PIPE 25 18 .52 100 0 8 . 7 0 . 01 10 . 94 OUTLET 26 18 .53 2 .227 0 8 .7 10 .95 K=5 . 6 0 .01 0 0 0 .00 0 . 00 PIPE 26 37 .06 100 0 8 . 7 0 . 13 10 . 95 OUTLET 27 18 . 64 2 .227 0 8 . 7 11 . 08 K=5 .6 0 . 03 0 0 0 . 00 0 .00 PIPE 27 55 . 70 100 0 8 .7 0 .27 11 . 08 OUTLET 28 18 .87 2 .227 0 8 . 7 11 .35 K=5 . 6 0 .05 0 0 0 .00 0 .00 PIPE 28 74 .56 100 0 8 .7 0 .46 11.35 • OUTLET 29 19 .25 2 .727 0 10 .0 11 . 81 K=5 . 6 0 .03 0 0 0 .00 0 . 00 PIPE 29 93 . 81 100 0 10 . 0 0 .30 11 .81 OUTLET 30 0 . 00 2 . 727 1 25 .0 12 . 12 K=0 0 . 03 1 13 0 . 00 0 . 00 PIPE 30 93 .81 100 0 38 .0 1 .15 0 . 00 REF 904 13 .27