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Building Permit 14.1180, Sprink15.0065
i,.. .. ".''i.. ,_i.; .. :fi. ., I :,,r i .,i r;,r m.2i (`.c , .,n. i_. u,_i.ai_.,f urr_ i_.iia _. zC C rrfiffrafr itf ®rrnpant CITY OF PRIOR LAKE prparfzurnf of txi1MMng 1nsp rtion l Final Permitted ❑ Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 110 of the 0 Residential l D International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification ✓O/`frig/6 ('(,/ Z--- Bldg.Permit No. Occupancy Type Type Construction Zoning District L P Y YP KLegal Description Owner of Building Site Address /6' O DULUTH 4V t.V . _5t, vVContractor's Name&Address /-Y�/10 GU/C.-tJ� .''' /)rf&.�p�„j 1....). / /�-✓-17 City Planner / Building Official / s Date: 0 1t 1 S Date: t POST IN CONSPICUOUS PLACE i i i i i i i ii i i i i i 'i i i i .i ❑ ❑ n, y i i �I i i 1��4�;�r ri4 Il�fti�V//,, 91,E f�lr � �,.Ml ^' Z Q-J J ,_ re 4.r ui ~ W tY a' Z = c Va. tio � W ❑ ❑ ❑ ❑ ■ , > a 40 0O 1,1 ce x - U. N O W O aaa m c 0 Co) O F.. Y Y LL J ZO� j V CI Ci 0 x . Z Z _ 2 2 2 Z W H C U, U a mxWIL CCm2 a 8 z co a4 -I W a j -J W W W Z X k. • a23vna2 00 0 tY lu Z rt Ce CC Ota IU .t ce Z :IJ J 0 IU O < V a Y0 s Z V O 2 5P 0 a �- co 2Z z0 Z 0 N FN-- < r a W I- O Z <(7 a- n' z 4C U U i i a° y z z0Zg J = W Y m m O Q q tt.0 W a' W F- ZLm < W 2 re 2 Tj V O OW tr W Z OOgHZF- a 0 0 0 V a o E O u. u. . 3LLin Az) 0 1. cn V ? 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J- � O: u.V W W W 88goit iii zE 2 V V a Ca 0 0 u. uu.. u.aLLNc 5' 3 < O a ❑ ❑'` ❑❑ ❑ o maJQ z Z 1- - F J in �. W lzVCW1a ` z aaa � W C92 �� N 16 Z < ik c LIJUU U. 0 % 12 z �- 000000 0 > tea' (0) 'O �� Z N W O aa -� • , .I m w Z u. O » a •� z o 0 LC Z _ z O▪ 1 ci H re 0YU J q 1 O U U a U 0 W z = zLLLI 44 �' W C N O 1 U) U a m = Wmm = a o z .�. W a _j W r�♦ W W Z K O a2 $ una2 1[ I' W Wuj W r' 000000 O O a z F- 0 IQ Y W ♦ \ �' O Q U LL u. g czO z z U N . N < 3 OI OZ ° O a F' % �! . < f- o4 agC � H Z ..e. lig Jz W ' Y Wa' Wa' L A Y.0 W W F- Z � OaW a' a, a' • O Q O OW W z OO < NZI- 0 0 0 t U V a p O LL u. ? � y 3 U U �' t� Z 4( O a ./�0 ❑ ❑ 0 ❑ V ' ® '� 14 0 ❑ 0 6711I�� TEMPOCITYRA OF PRIOR LATE KE BUILDING PERMITDate Rec'd ND UTIR ITY ON ECTION PERMIT LIANCE � /Z �`, U i=1 C' S r *iv ESO 1. White Pile 2. Pink City PERMIT NO. (4 ' 3.Yellow Applicant fie, t./ (Please type or print and sign at bottom) ADDRESS ZONING(office use) 16g2O Du ff. LEGAL DESCRIPTION(office use only) LOT BLOCK ADDITION PID O(Name) 0364-1--50d C to5Dd •A R 1-6642-1)‘1006-12_E (Phone) C Sit 6 �O&' c10 (Address) !(p 8 2-0 L. /a- E)z-vit s- G. 2-3 Cf . 2 2-ei BUILDER (Company Name) (A, A4 ,D1 - ) $'t 1 t--J t i (Phone) 9,5 z - 4 4i -. $a (Contact Name) -iU1_ 144.�-/JAtD (Phone) (a. l .2-- 3 (Oct- s-3‘1-1 (Address) 1 S-1`7 IA) t 60-43A- 5T , SA.I . t!l/.l, 65-3'1 S TYPE OF WORK 0 New Construction ['Deck ❑Porch ORe-Roofing ORe-Siding ['Lower Level Finish 0 Fireplace Addition ['Alteration ['Utility Connection CODE: I.R.C. P.B.C. 0 Misc: Type of Construction.. I II III IV 414, A Occupancy Group: A B E F H I M R 67 U PROJECT COST/VALUE $34, ccr._, Division: eir 2 3 4 5 (excluding land) I hereby certify .at I . - .'h-• '. . tion a) ' application which is • .•:best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-menti.,1-pr.• and.1.. lstru...,'will conform to all e and local laws and will proceed in accordance with submitted plans. I am aware that the building official iTake . .�, . •se. F .ermore,I hereby a_ai . city official or a designee may enter upon the property to perform needed inspections. Xi /j/ / = F3C. oo43Gi--f 'I / 3h/4 r v., e Contractor's License No. ate Permit Valuation l01 I r Park Support Fee # $ Permit Fee $ SAC # $ Plan Check Fee $ 4 11-2,> Water Meter Size 5/8";1"; $ State Surcharge $ 30 .4® Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ y Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ , Sewer&Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE 8, t U Zl. 14— $ 12.12 .15- This Appl' .on Be•••. .�es •. ,• Building Permit When A • •ave Paid k .1_0‘2, "1 Receipt No. 01 S 4 s3 y, I 7 Date Vo .Z\- LBy :c,+^--J Building Official ' Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy,a Certificate of Occupancy must be issued. Planning t,t" or Date Special Conditions,if any 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 (.0* PR♦0� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE �2 AND UTILITY CONNECTION PERMIT U (x7 1 id_p___-_ - A'1NNESO�P 1 A of ( I. White File PERMIT N 3 Pink City +3 Yellow Applicant1• 1 rint and sign at bottom) A-45 �, r' ONING(office use) �� I �'a o Dkkt-Jh -vt S (CA'Jso .;€ w LEGAL DESCRIPTION(office use only) LOT BLOCK ADDITION PID , III,0 6 C., 0 (Name) (Phone) (Address) 1,4 Seri h.k.teX ' r (V i i M Pro-I-- q5-a - CcrI qMe5 a' if mftR -te) (Phone) t\l 1---Y&ik); it r-1 Li S . n'1 i n► -}vim nil./ 5-5- ,(5 " :, ❑New Construe ion ❑Deck ❑Porch ❑Re-Roofing ❑Re-Siding ❑Lower Level Finish 0 Fireplace ❑Addition Alteration ❑Utility Connection ❑Misc. CODE: ❑I.R.C. ❑I.B.C. t ,.. •, ,". $ ,5"--c6 G o Type of Construction: I II HI IV V A B excluding an Occupancy Group: ABE F HI MR S U "4 (p he U 0-0,0_,4447101,1 1 Division: 1 2 3 4 5 Or ,kOo1 7-1'.6`a N S I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned .roperty and that ; construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can rev. e this permit forju•. . use. Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. ILI, or .`' '' ; ;...;..'s1 . -No. D Permit ValuationW ion- a,e> Park Support Fee # $ Permit Fee $ iO3 . 00 SAC # $ Plan Check Fee $ G tp . 5 Water Meter Size 5/8"; 1"; $ State Surcharge $ 2 ,v 0 Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer&Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ /0-7/f51 T A&il1ff ' ation Be,(mes Your Building Permit When Approved 4 Paid /,jli '3 Rece' No. 533 Date Z7.- /.° BY • i •al Date i This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy,a Certificate of Occupancy must be issued. Planning Director Date Special Conditions,if any 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 16200 Eagle Creek Avenue Prior Lake,MN 55372 ff 4, PRIOR LAKE L DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS '( (oSZ 0 LuT1.1 AVL.. NATURE OF WORK 2n' X ' AVDI ) op..a USE OF BUILDING i c- ,/r2 PERMIT NO. �'jj DTE ISSUED CONTRACTOR t 1,6,t+oWAt.1) Lz,uiviafa.N INC-PHONE 12-36q-534 INSTALL EROSION CONRTOL AND MAINTAIN CLEAN STREETS AT ALL TIMES INSPECTOR DAT FOOTING ae_i I l L It] raihigainnteMagik �- ;: , ,��i1lam\ PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS talliallIMINVIIIMIIIRM FRAMING Tak-- Il- '2-c, Vii INSULATION- ..w. ELECTRICAL 101111006 ii Satalitlika 11111100.11.WMIT NIIIIINIIIIIIMIIIIIIIIIIIIIPR Pry a,Y/ cam COVER NO WORK UNTIL THE ABOVE HAS BEEN SIGNED HOUSEWRAP 11Mar , U„ �-ems' FINALS- I v a G DING ( PRIOR TO SODDING) BUILDING ,.bk_C_._. 6�)9 ,i5_ ELECTRICAL a , DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850 004 YR10 F� c7 1 White -Building Canary -Engineering 'h rascio" Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT 1 { Tc t 1 v v4,6 `- eV( i'O ERS APPLICATION RECEIVED 1 — 2-4". _ (4— The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ( (at o PuU -1 V . Accepted '✓ Accepted With Corrections Denied Reviewed By: Date: /` ///1- Comments: ` // lComments: I. G'®N t7 C— 1 -e,S/c2"if f ✓l Il-fAJ ?"4-4A./ .--1C-4...f."1-11/4/ C 1-$ 141--- -- 77 S. 2 , r...,�-n., (2-- '' Lc- !mss A, c��v�re Qts // -) /t-fd < iic"./ 7 / i7 fc. o-z. 42,5-i--- 7 JC2,,c.-4-ccf ©( /3 J(c-,0/d7 , 3. 3j rZ..411,. t� .0c- ='vim /Ale i c..Ary-r-^-)-c 7.1‘'4,r-e--/-4.(.y- ( <-)(e--- -'L ( �(L... /e-(5: 0 V7N& /X-v/a'9' /JA//�- . "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." • t� White -Building ,� ��. Canary -Engineering 0Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT r 1 U�f� L t u( LO Ei � APPLICATION RECEIVED — 2_4-- . (4- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ( (oiO -DULUiH v Accepted Accepted With Corrections Denied Reviewed By: �. Date: /4/,/ /4 Comments: See Reverse Side for Additional Information! See Attachments: 1) Grading Plan, 2) Erosion Control Standards "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." . o* Y8104, White Building Canary -Engineering Pink -Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT I t ` D 1J J( L O - T APPLICATION RECEIVED (7 _ 24- (4- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 0 12Ut�-"V ' , Accepted Accepted With Corrections Denied Reviewed By:- //I Date: 9— Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." a 1Rr04 4646 Dakota Street Southeast CI f Prior Lake, MN 55372 Septmember 30, 2014 Bernie Mahowald Mahowald Builders Inc. 7877 W 150th St Savage, MN 55378 RE: Building permit review for the Carlson Ace Hardware Building Addition Dear Mr. Mahowald, Following are the results of the plan review for the Carlson Ace Hardware Building Addition. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC)which adopted with amendments the 2006 International Fire Code (IFC). 1. Building addition is over the allowable area by 1640 sf. Proposed building total area is 12,764 sf. ti ' With two sides open and a non sprinklered building, the Building Code total allowable floor area is 11,124 sf. Two solutions: a. Add a two hour area separation wall to create two individual buildings. By adding a firewall, this will create an inadequate roof ventilation issue that can be resolved by adding roof vents. b. extend existing fire suppression into addition.�,� a 05 At time of footingexcavation, provide a soils evaluation conducted bya registered engineer/4 S g g / licensed by the State of Minnesota. '�"7/4: a3' Submit two sets of the Certificate of Survey signed by a registered land surveyor licensed by the xState of Minnesota. Structural engineer to indicate design Code used, wind speed and exposure used. 5. Provide statement of items stored in the cold storage addition. LA.-'c./v' "yto vr625 J(�r Propane tank must be located 25 feet away from building or 10 feet away from the building if a continuous grade to roof sheathing one hour rated fire wall is installed. If utilizing a firewall, the grade to roof sheathing firewall will create an exterior drainage issue that must be resolved. 47. Sht. 2: Provide roof sheathing and wall framing nailing pattern. `P Provide fire extinguishers minimum 2A10BC rated, within 75 feet travel distance of all areas of 1 the building. IFC 1002. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4263 err tftrafr of ®xrnjnnit r K CITY OF PRIOR LAKE ! prfmx of pi tIbtng u prcftoxt u ❑ Final Permitted Conditional C.O. Expires I — �-� t 5 This Certificate issued pursuant to the requirements of Section 110 of the CI Residential/❑IInternational ntern :> i Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Use Classification Prior Lake regulating building construction or use. For the following: �i{ W///-/fl6/r/��L Bldg.Permit No. /41-... 116 D /41-... KOccupancy Type Type Construction Zoning District v Legal Description K. Owner of Building y� Site Address /�/�i��.(J DO�/VT?/l�V fi. �� %� = Contractor's Name&Address /"16/0�f��L) 45th. �5de K " D D. �1/ 5 City Planner Building Official � - Date: " �— t f� Date: K POST IN CONSPICUOUS PLACE October 17`h, 2014 To Robert Hutchins, building official of the City of Prior Lake: In order to comply with the requirements of the building permit for the storage shed at 16820 Duluth Ave in Prior Lake, MN, we will either: 1. sell down the existing propane in the tank currently and then have the tank removed. The removal of the empty tank will be completed on or before October 15`h, 2015. 2. OR construct the required firewalls in the storage building. Sincerely l J l 0 - / 7 / A if Alvin M Imholte Owner, Carlson Hardware Co. DBA Prior Lake Hardware and Power Center .w ,41-6.A"---- 'K% /i4 ,,,4".. ---H4 / ; ' , i , 014114 , iv_), 1.... y , 4,,,, iv 4'1 1 . i. , _ w f z0 0 c.i i S- ( P ii. ,, „..., _______---_ ,,, 4 ... lc:, ....... . IPPirsf 13 r/ LS.:6 L AA/ & t 0 ,/i-co 7 z j 5-13 11 ( cS7ui-L4 ' (co LC ,c7a,�.�}C e G► v 62- • /4A- vA70/-04,1/4ice (s;ac_4_,_)/i_f....„.__c zt.4_, 45, All , , zt c/-1&rit-S- Tii-- Ai IP112-K-rA-Ic Zc)i- 7; /1-L-c-`")`-`) i - ( < dc'" c:, 8 r ) l / cr (\. s i . (-- ' 13 lq (k BUILDING CODE EVALUATION /ANALYSIS PROJECT NUMBER: 9808 - 12 DATE: 4 / 6 / 99 Revision: 4/ 22 / 99 PROJECT TITLE: AL'S TRUE VALUE, (COAST TO COAST) LOCATION: MAPLEWOOD'STREET/ DULUTH AVENUE PRIOR LAKE, MINNESOTA CODES: Uniform Building Code Edition 1997 State of Minnesota Building Codes Edition 1998 CABO/ANSI A117.1 Edition 1992 USE/OCCUPANCY CLASSIFICATION: Chapter 3,Sec. 311, Div. 3 Revised 4/22/99 Occupancy Group S-3, Repair garages where work is limited to exchange of parts and maintenance not requiring op n flame or welding,and parking garages not classified as Group Division 4 Occupancies. No open flame used during repair operation.ti Chapter 3, Sec. 309 Occupancy Group M, Retail stores-Including Sec. 309.2.2, Special Provisions , 'Storage area', EXCEPTION'S 2 and 3-The building is provided with an approved sprinkler system throughout and the storage area does not exceed 3,000 square feet. Therefore no separation is required between the retail area and the storage area. • SEPARATION REQUIREMENTS: Chapter 3 Required Provided Occupancy separation One(1) hour One(1)hour No occupancy separation is required based on Sec. 309.2.2., Special provisions,exceptions 2 and 3, for storage areas and retail areas. Area/ occupancy separation is required between Occ. Group M and Occupancy Group S-3 Table 3-B. ALLOWABLE BUILDING AREA: Chapter 5 Type V N, 8,000 square feet. (Without yard area increases) Type V N, 12,000 square feet. (Area increase-separation on two sides allows 50 percent increase). ACTUAL BUILDING AREA: Group S-3, Main Level (O.S.Walls) 308 square feet , Group M, Main Level(O.S. Walls) 10,060 square feet (including storage area) ALLOWABLE BUILDING HEIGHTS: Chapter 5 Two (2)stories,for Type V N, building complies with Tables 5A and 5B. ACTUAL BUILDING HEIGHT: One store, approximate peak height 28 feed hereby certify that this plan,specification,or report was prepared by me or under my direct super"ision Find that I am a duly Registered Archit^r.t unfier the laws of the State of Mi e -;t' Date 23/f5 Reg. Nta,5_2(..., KK DESIGN 6112 DCCELSIOR B_VD o IV INN _IS, IV N. 554y X16 (612)922-322 BUILDING CODE EVALUATION/ANALYSIS Page 2 PROJECT TITLE: AL'S TRUE VALUE, (COAST TO COAST) �lheter y cert � is Rj ification,or TYPE OF CONSTRUCTION: Chapter 6 report ,was prepare y me or under my direct saner;isicnr.fJ m a duly RegisteredType VN Archic^t wider tilt= iof the State of Mini TYPE OF CONSTRUCTION: Chapter 6 Type VN DRAFT STOPS: Chapter 7,Sec. 708.3 Dat- r Ara' Reg. N42.5-7S Draft stop provided at main building attic sp.ce based on Sec. 708.3.1.2.2, other uses. Building has an approved sprinkler system allowing 9,000 square foot area and 100 foot spacing. Attic will be divided into two halves at or near the center of the building. Draft stop provided at lower roof overhang or false front based on Sec. 708.3.1.2.2,maximum area 3,000 square feet and maximum spacing of 6.0 feet. Lower roof areas will have draft stops at the mid-point(about 50' and 44') and on either side of the entry area/tower. • FIRE SUPPRESSION SYSTEMS: Chapter 9-Fire-Protection Systems. Provided per State of Minnesota Code,Chapter 1306, adopted by City of Prior Lake. FIRE EXTINGUISHERS: Main Level To be coordinated with Prior Lake Fire Marshall OCCUPANT LOAD: Chapter 10 Flr. area/s.f. per occ.(Table 10-A) Main Level Total 10,368 /30= 345.6 NUMBER OF EXITS: Chapter 10 Required (Table 10-A) Provided Main Level 2 greater than 50 occ. 7 CAPACITY OF EXITS:Chapter 10 Doors Required (10- B) Provided Main Level 0.2 x 345.6 = 69.12" 7 @ 36"=252" EXIT TRAVEL DISTANCE: Chapter 10 Required (1004.2.5.2.2) Provided Main Level 250' max. 78'+/- FLOOR LOADS: Required Provided Main Level 100 psf 100 psf ROOF LOADS: Required Provided General building 40 psf snow load 40 psf PLUMBING FIXTURES: Chapter 29 and Appendix Chapter 29. Building area 10,368 square feet. Occupancy factor of 200 for Occupancy Group M, Retail. Occupant calculation Required Provided 10,368 @ 200=51.8 1 : 1 -50 2 (Allow 26 occ/sex) (1 per sex) • Drinking fountain 1 1 KK DESIGN 6112 EXCELSIOR BLVDoMINNEAPOLIS, MN. 55416 (612)922-322 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST 7? Project Name: - sem T7 Job Address: 160820 Dot- 01 try AVE. ritA04900, 10059 1?-- PAt(2- t7 ' w - 303 CLASSIFICATION OF BUILDING: Parc-P, for K9b (17(9 A. Use of Building ‘c,A 1. Occupancy Group (Table 5-1) V\ 101-C4 5•F 5• 3 11 QO ' •F- 2. Occupancy Separations (Table 5-B) I Hit "A 3 B. Type of Construction (Table 5-A) ' ►� C. Location of Property Front (o014- Rear 231 L. Side (.4.01-f R. Side I-3' D. Floor Area 1. Actual II S(o�lr 2. Allowable (Table 5-C) 8049° 3. Area Increase a) Open Area (505) (2. s i cks-5 5000 x(.'GOgo = 2000 b) Sprinkler (505.3) 3 12,voo ,c 3 : 3(0, c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories 1. Actual: Stories t Height 2$ 2. Allowable (Table 5-D): Stories 2 Height 4 3. Allowable Increase -t3 I ' F. Occupancy Load 3�f f L 6$c 1. Sq. Ft. per Occupant (Table 33-1) Z .54 2. Total Occupant Load 1 C36 6 II. DETAIL REQUIREMENTS: A. Table 5-A/Sections 1803, 1903, 2003, 2103. 1. Opening Protection -6- 2: Wall Protection -9-- c6ss i-op-) 2-" / - A-"'`r-- B. Fire-Resistive Requirements (Table 17-A) --8-- C. Type Construction Requirements 1. Chapter -/✓ D. Occupancy Requirements 1. Chapter E. Exiting (Chapter 33) 2 6-)r r Recti - P ° O,Q4'. F. Fire Extinguishing Equipment 1. Sprinkler ::/ s e"'7 2. Standpipes No G. Roof Covering Required 1. Fire Retardant SIC , 2. Ordinary H. Handicap Requirements I. Sanitation 1°16`' /G.44. ' l f3 9 r►A�4- 9 F6rr.•is w• .. - L-A V IJo D. J. Ventilati+tS"r °I Se FA-' ?c I;4 = 2b4 oGF'i►-� S • 3 ,�.Me, 642- 3/4 c" F".‘64 7 i?)4OS ,IF X ?5- Co3ooFr"► ptravIew d:32 FR LESTER MN dee J5 Lobb IU 1 b 1 G44 r 4c4.J r . ut..... .,... BUTLER MFG.COMPANY ENGINEERING DATA NC' FORM ma Zi41o R 5 84' �JO1 MAD I WV G`KD.ay BAfC FARE o0 C C>ASN Z4 co ASI 301.•. 04F 30 =gig 1 '. .Z ?V..oa L kZ, w. H SON l2 _ 1LeS3:0R • . . : T 't.. V' -t.i '�L+R'T•io$ ' 'ptS 1 C.,*t • . . . •• . •• . ' : .. ' . . • ...,..2._____-__:...:.:All_!-._._.4130:..,._...___IFi?..A .I. i.....7-._.... 9.,.....P. 40 .?. . ..7', _.1., __. :....,......._':•: :. : ' :'+ Ef!k: • s.' • Tvori '1 595-3 V`Q'N i LA.7`%6H . toL6f:: 11147 • : : ' : .TNg. E r-ST.,c. • ,O4e41,-L.,. AR*g .0%4,4, . c3E. `13°c . . . : ...:,......-i-...._._........ .._..,.. .._........_�_,.__..-; ... . ....-- • . = 33_ (o Srt7i .4.•0UE Otti4 4.V • • 'sac. . . ", '''''.7"7"- i-tt QL`Y'Co mice:"#'10 r .'- 3S- ,. ..,E -s=..• ..•tTor'Fr- 3I' -'1-t'a $r'ELs;t'-«RT% t4.S �1-►E Cr ET FR'' 'E a'4'01' ., i - ��;,. • . 1O •r�'r� ! $ & •.:2_s ••F'T�J' e>r7 . ; ''5' 4t • . .:.... _; : •.'.Tto h al- . .;�?'�`�.01. .w...... :\(.w.:) � �ft .' �. tv-Q.N - -- !:- - . :_L . .-- °'"to:v.t'oit) • Ca Y' . L.omRi4E.a «oozy• L. f,�L . • • L•° 4v 'EtkS_ r' oo L (orYa ' oa' DEQ 41. _ N*Z- ,pt'F w• v -R�t A Goa c 1 e tc.k : i . 'al ,...._v ' -- 1- $ ._ ... . : : ' r; z l & r- r- -._.. . : g1 ;ii% 4 1-#:r wt. i:rr-T2 . :: . . .. . .--; . , _�5 i Z . ., - . . ._.._.... . . . • • • • Ali, -2. s XYZ �\'O 9-vou'eN HT' � 4 , .:4. - .(';.1 ver-11-s) \t • . S : 32 FR LESTER MN 320 35 esss iu IIMIC44 (.4G.4-1 r . cs u. C.J t.) • BUTLER MFG.COMPANY ENGINEERING DATA 'KUM& eOM no.asemo ..... ..... ...... . .... . 4, . .. . ,.r 0(4 11-4:1:84 -MAO sy GM IV DATE C 0 A ST "I c 0 A$-r 3-0 V41.a 0 L.}. !30 iCr4 I. nevi. 1 • M. • VIPoov. t.AA( ...- SION 2 4 . • t.... .,....s.r.elitt • , ' • : . ' E.Pv E ' N./-E:t%rTt•L•Arrtoi-t •. • ,, : • : • i . ! • ; ; • . . ! . . . , • • . :. . . :. i • : . ; . i. ::. . : I, ' • . .. . . •; • •• : . !. • • - ••• • • • : • 5 i • : •:.. • • : : • • • . .....• . .. tsia....gri,, .72-. .. . . 5. .. . 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' • . • , • : . , . . i : . . , , , .. i , :. , , . • ! • . : ; ; " • . • . •- • . : : . • . : , : , • • - • • i •• ' ! : . . ! : . : • . ' : ., • , . • ! ' • ' , ; : ' 1 : 1 • • : : : : • , • • ' ; - : • • ' •. ... . .. .... - . . • • : • • ' ; • • : i • ! • • • i . , . ! • . • • : • . ; • . . • . . . . • : . i . . : : • . . . . . . . : : : • • . • . ,. . . . : : . • GME CONSULTANTS, INC. --�-tI-1 CONSULTING ENGINEERS 14000 21st Ave.Na/Mimeapolis.MN 55447 ~ Phone(612)559-1859 % Fax(612)559-0720 e • FIELD MEMO DATE: November 27, 1998 TO: Mr. Brad Wetterlin FROM: Mr. Steven Ruesink, P.E. SP.,- SUBJECT: Test pit observations for potential extension to the Coast-to-Coast hardware store in Prior Lake, Minnesota GME PROJECT NO. : 6242-A TIME & WEATHER: 3 :15 P.M. - Sunny, 60°F PERSONNEL CONTACTED: Mr. Wetterlin Mr. Mark Wangerin - Mark's Bobcat Service As requested by Mr. Wetterlin, I visited the site today to observe test holes excavated for a potential 25 foot extension to the south side of the Coast-to-Coast store. The building pad has already been prepared up to design grades for the original layout for the store. Mr. Wetterlin indicated that he wanted to explore the possibility of extending the pad an additional 25 feet to the south. Test pits were excavated using a small backhoe provided by Mark Wangerin of Mark's Bobcat Service. The test holes were excavated near the southeast and southwest corners of the proposed new south line of the building. The soil conditions observed are as follows. Test Pit 1 - Approximate elevation 959 feet. Southeast corner 0 - 1.5 feet - Silty sand fill 1.5 - 4 .5 feet - Naturally-occurring brown to dark brown silty sand (water entering hole at -4 .5 foot depth) WILLIAM C.KWASNY,P.E. THOMAS P.VENEMA. P.E. . WILUAM E.ELOEMENDAL, P.E. GREGORY R. REUTER, P.E. CHARLES.M. ALLG00D, P.E. MERVYN MINDESS, P.E. MARK D. MILLSOR P.G. TIMOTHY F. McGLENNEN STEVEN J. RUESINK, P.E. An Equal Opportunity Employer - - MEMO Continued 2 November 27, 1998 GME Project No. 6242-A . • Test Pit 2 - Approximate elevation 959 .feet. Southwest, .corner__. .. 0 - 4 .5 feet - Dark brown silty sand fill trace organics .(2" to 3" original topsoil layer at bottom ) . -4 .5 feet - Naturally-occurring reddish-brown silty sand Based on my test pit observations, I recommended removing the existing fill and topsoil from the extension area south of the original building pad. Based on our test holes, removal of -1.5 feet to 4.5 feet of existing fill would be required. After the naturally-occurring soils are exposed and observed by GME personnel, fill could then be placed to reattain design grades. Mr. Wangerin asked whether native granular material could be used as fill. I indicated that as long as compaction requirements could be met, and the material does not contain any significant amounts of debris or organic soil, it was my opinion that the native material could be used. Mr. Wangerin also asked about just correcting the footing areas for this extension. I indicated that this could be done, provided that the Owner is willing to accept any risk of possible settlement due to leaving compressible soils in-place for floor slab support. Mr. Wangerin indicated that he would get back to me if the extension to the Coast-to-Coast store building pad would be performed. I did observe that granular fill was up to grade for the original building pad, with topsoil mixed with vegetation used as a protective layer for frost over potential footing areas. SJR.:smc W:\SJR\6242-A Memo.amc • OMR CONSULTANTO.INC. GME CONSULTANTS, INC. km:j 1 CONSULTING ENGINEERS — 14000 21st Ave.No./Mimeapoliis,MN 55447 ~ Phone(612)559-1859 / Fax(6121559-0720 . . Crq December 21, 1998 Mr. Bradford T. Wetterlin Wetterlin, Inc. 1676 Old Toronto Avenue Prior Lake, Minnesota 55373 GME Project No. 6242-A RE: Progress Report for earthwork testing during site grading for the new Coast to Coast Hardware Store in Prior Lake, Minnesota, between November 3 and November 28, 1998 . Dear Mr. Wetterlin: We have performed construction testing during site grading for this project in accordance with our contract dated November 2, 1998. Our testing was provided on a part-time° to full-time basis, as requested by you, Mark's Bobcat Service, or Dahn Excavating personnel. Enclosed is our report. Geotechnical Exploration We drilled soil borings for this project in July, 1996, and submitted our report to you on July 29, 1996 (GME Project No. 6242) . Three soil borings were drilled, encountering 6 to 9 feet of silty sand and sandy clay fill overlying naturally-occurring gray silty sandy clay, sand and clayey sand to the termination depths of our borings. We recommended the fill be removed in the areas of borings 1 and 3. We recommended test pits be excavated along the north line of the building to determine the suitability of existing fill for construction support_ On April 2, 1998, we performed a test pit exploration. A report discussing our test pit exploration results was submitted to you on April 3, 1998. Based on our test pits, we recommended removing 2 to 10 feet of existing fill, and organic soil for new fill and construction support. Earthwork Testing We observed and tested the excavation base soils on a part-time to full-time basis. After removal of existing fill, buried topsoil, and soft clay, the excavation base soils ranged from a reddish brown clayey sand to sandy clay, to a gray water bearing sand to silty sand. We performed hand auger probes in the excavation base soils prior to fill WILLIAM C.KWASNY, P.E. THOMAS P. VENEMA, P.E. . WILLIAM E.BLOEMENDAL, P.E. GREGORY R.REUTER. P.E. CHARLES M. ALLG000, P.E. MERVYN MINDESS, P.E. MARK D. MILLSOP, P.G. TIMOTHY F. McGLENNEN STEVEN J. RUESINK. P.E. An Equal Opportunity Employer Mr. Bradford T. Wetterlin GME Job No. 6242-A 2 December 21, 1998 placement, indicating suitable support sho i •e pro 'ded for the fill and the design foundation bearing pressures • 2,000 p•unds per square foot. The excavation base elevations ranged rom 954 -et on the south portion of the building, to a low elevatio - of - • 9 feet along the middle portion of the north footing line, extending to just south of the northeastern corner. After the excavation base soils had been observed and tested, fill had to be placed expeditiously to prevent water from ponding in the excavation. The fill placed consisted of an imported silty sand to sand with silt as described on the enclosed Proctor graphs No. 1 and 2. We performed field density testing on fill soil placed to slab grade elevation. These test results are enclosed on our Compaction Test Reports. With the exception of one test performed . at approximate footing elevation in the northwest corner, our test results indicate the compacted dry densities met the specified compaction level of 98k of the maximum Standard Proctor dry density (ASTM: D 698) at the times, locations and elevations tested. We recommend we re-observe and test foundation bearing soil prior to footing construction for this project. On November 27, 1998, we performed additional test pit observations for a potential 25 foot building extension to the south side of the . original Coast to Coast building footprint. Please refer to the enclosed typewritten field memo for a description of the soils encountered in two test holes, and our recommendations for additional site grading, should this extension be incorporated into the work. Standard of Care The conclusions contained in this report represent our professional opinions, based on our interpretation of the site observations and test data. These opinions were arrived at in accordance with currently accepted engineering practices at this time and location. Other than this, no warranty is implied or intended. Closure This report summarizes our construction observations and testing provided during site grading for this project in November, 1998. Daily field reports describing our on-site activities are enclosed, along with pertinent test data. CME CONSULTANTS.INC. •. '1/...c.' '''..- .../\ GO° <.. t*, i. • 4.- \ HOLIDAY GAS \ •\ B.M. 1 \\ ,\ \ �To-1 \\ • DAIRY QUEEN 4- \ \ /.• B--.2 • Lu ..-..-\---••----••-r— PROPOSED B-3 ct.y WETTERUN .2 F HARDWARE j I STORE -! ` 4 l \\ (B1:1 / 1 MAPLEWOOD STREET BENCHMARK: TOP NUT OF HYDRANT, WEST SIDE OF DULUTH STREET, NORTH OF NORTH PROPERTY LINE. ELEVATION = 100.0 FEET, ASSUMED DATUM (1.-I) LEGEND APPROXIMATE BORINGS BY GME, JULY 1996 SCALE I ' • BORINGS BY ALLIED TEST DRILLING, JUNE 1996 0. FEET 120. GME CONSULTANTS. INC. cm S0L BORING LOCATION DIAGRAM Geotechnical• Materials •EnvironmentalWETTERLN HARDWARE STORE 14000 21st Avenue N. /_�1 PRIOR LAKE MNNESOTA tlmecpoh. Minnesota 55447 E_ (6t2J 559-1859 V.L MM JULY 96 GME Project No. 6242 . - L PROJECT SITE Duluth Street" Maplewood Street Wetterlin Hardware Store Prior Lake, M. .esota CLIENT ARCHITECT-ENGINEER Wetterlin Inc. W Qp (CO) U. 1 2 3 4 5 Cr tti to I I I 1 I DESCRIPTION OF MATERIAL 3 co Z WATER I- > ; i n- -I CONTENT% Z a J U I-- U. of W ---�- _ w i Q J STANDARD PENETRATION(BLOWS/FOOT) 0- uai Q Z Q SURFACE ELEVATION —, a w > 0 y a 3 N y 91.9 to 0: z 10 20 30 40 50 Dark brown to black SILT WITH 21 - 1 J 2 0 ORGANICS, trace sand, roots - firm - B 0 damp - (ML-OL) (FILL) ( el; 4.0 Dark brown to black SILTY SANDY CLAY, 6 —trace organics, roots - firm - (CL) (FILL) i -- 5.0 Gray brown SILTY SANDY CLAY, trace I ,p, 25 — 3SS 'gravel (CL) (FILL) / s ` ' 7.0 ` Brown fine to medium SILTY SAND, trace - 4SS \gravel - loose - damp - (SM) (FILL) ' 2 V 9.0 Gray brown SANDY SILT WITH CLAY, 1t1 5SS traceFILL} 8 �} gravel - very loose - moist - (ML) 18 \ Gray SILTY SANDY CLAY, trace gravel, sand seams - firm to stiff - (CL) f 15 6SS 11 • 0 19.0 1n 7SS Gray SANDY SILT - medium dense - wet - 13 21.0 (ML) End of boring at 21 feet Hollow stem auger used full depth Borehole backfilled with cuttings WATER LEVEL OBSERVATIONS BORING STARTED 7/17/96 W.L.Q 9.0 feet while drilling um GME CONLTANTSatenabE . INC.nv,,enmeBORING COMPLETED 7/1 7/96 W.L. 14000 211stst Avenue North M Geotseh SUntsl RIG CME-450 DRILLER KK A W.L. Ern M.nneaoohs.Minnesota 55447 (6121 559.1859 DRAWN JLH APPROVED MM JOB x 6242 SHEET 1 of 1 The stratification lines represent approximate boundaries between soil types; insitu the transition may be gradual. - PROJECT — SITE Duluth Stree'"'a Maplewood Street Wetterlin Hardware Store Prior Lake, ( .lesota CLIENT • ARCHITECT-ENGINEER Wetterlin Inc. F.. _ Op(tsf) W - � F to 1 2 - 1 5 W DESCRIPTION OF MATERIAL 3 WATER W ? ; _ � O CONTENT % W m W Z W W U I-•Li .�. a F W Q < fil J STANDARD PENETRATION IBLOWS/FOOT) H ii Lz. Q Z - H SURFACE ELEVATION —� LU w >• CI LA < 3 to V 95.8 rn cc z 10 20 30 40 50 ISS Brown fine to coarse SILTY SAND, trace 15 I gravel, concrete - medium dense - damp - J (SM) (FILL) . �, —I 2SS v 28 '® • 3SS 17 �. 6.0 4SS Brown, gray brown and black mottled 17 1 0 SILTY SANDY CLAY, trace gravel - very stiff to firm - (CL) (Possible Fill) ' �/ TIT 5SS 8 I t r I ti 14.0 r t�- 6SS Gray fine to coarse SAND, trace silt, 7 ,o, gravel - loose to very loose - wet - (SP) �N r r r r I I 2ft 7SS 3 12 N, ` 24.0 ‘ 8SS Gray CLAYEY SAND, trace gravel - 20 0 , + medium dense - wet •- (ML) `¢¢� r r r 1 29.0 r -771TT 9SS Dark brown SILTY SANDY CLAY, trace 1s ®: 0 31.0 gravel - very stiff - (CL) End of boring at 31 feet Hollow stem auger used full depth Borehole backfilled with cuttings WATER LEVEL OBSERVATIONS BORING STARTED 7/17/96 W.L.El 14.0 feet while drilling GME CONSULTANTS.INC. BORING COMPLETED 7/17/96 G.ot.chmcal•Mat.rials Environm.ntal RIG CME-450 DRILLER KK W.L. 1 4.0 feet after auger removal E' 14000 21st Avenue North W.L. E .4 Minn.spohs.M.nn.sota 55447 16121 559.1859 DRAWN JLH APPROVED MM JOB A 6242 SHEET 1 of 1 Boring caved at 8 feet after auger The stratification lines represent approximate boundaries removal between soil types; insitu the transition may be gradual. ' PROT "' SITE Duluth Strer Msaplewood Street Wetterlin Hardware Store Prior Lake, ► .neota CLIENT ARCHITECT-ENGINEER Wetterlin Inc. I- Qp(tsf) IL. U. 1 • 2 3 4 5 I I 4 1 1 W cc7 DESCRIPTION OF MATERIAL 3 WATER I– ? > i ii m CONTENT % tL Z LIS lL t.1 f'u. • J F W a Q J j STANDARD PENETRATION IBLOWS/FOOTI n f— H D > —0-- ft,' Q 2 Q SURFACE ELEVATION ---1 a W t3 via 3 to '/ 90.9 N cc z 10 20 30 40 50 SSS Dark brown, brown and gray CLAYEY— s 0 SILT WITH SAND, trace roots, organics, wood fragments - stiff to soft - damp - I — 2SS (ML) (FILL) 8 • _ { _tom` y:. .art- GME CONSULTANTS,`INC.- CONSULTING ENGINEERS 14000 21st Ave.No./Minneapolis.MN 55447 t„ • Phone(612)559-11359 / Fax(6121559-0720 FIELD MEMO DATE: December 16, 1998 TO: Mr. Brad Wetterlin Wetterlin, Inc. FROM: Mr. Steven Ruesink, P.E. SUBJECT: Excavation base soil observations for the Coast- to-Coast hardware store in Prior Lake, Minnesota GME PROJECT NO. : 6242-A TIME & WEATHER: 3 :50 P.M. - Light Snow, 33°F PERSONNEL CONTACTED: Mr. Mark Wangerin - Mark's Bobcat Service As requested on December 15, 1998, I visited the site today -to observe additional excavation base soils for the south extension to the Coast-to-Coast hardware store building pad. When I arrived on the site, I observed that the excavation was completed for the western half of the south extension. A portion of this area had been filled with imported sand with silt . The extreme west end was open for my observation. I performed hand auger probes n this area, and had Mr. Wangerin dig a test hole with a small Bobcat to a depth of 2 feet. Based on my observations, the xcavation base soils consisted of a brown to gray naturally- occurring silty sand, in my opinion, suitable for construction support. The excavation base ranged from approximately .957 to 956 feet (slab elevation 960 feet) . I indicated that I had a Technician scheduled again tomorrow for field density testing in this area. Field density tests were performed today on fill placed on the eastern half, and Proctor sample obtained for laboratory testing. SJR:smc w:\ \6242-A Field Memo IS.mac WILLIAM C.KWASNY, P.E. THOMAS P VENEMA, P.E. . WILLIAM E.BLOEMENDAL, P.E. GREGORY R. REUTER. P.E. CHARLES M. ALLG00D. P.E. MERVYN MINDESS, P.E. MARK D. MILLSOP, P.G. TIMOTHY F. McGLENNEN STEVEN J. RUESINK, P.E. An Equal Opportunity Employer CONSULTANTS,-WIW % _ GME Job No. ( L .ehnical • Materials • Environme...al �eapolis, MN Crosby, MN Menomonie. WI Job Name(llb 4.4 - 12)559-1859 (2181 546-6371 (715) 235-8844 ,nternational Falls. MN Fort McCoy/Sparta. WI Willmar, MN (218) 283-2958 (608)269-2155 (320) 231-3941 Location 1 04 Duluth. MN Janesville. WI Chicago. IL (218) 722-4323 (608) 752-8050 (708)430-1071 DAILY FIELD REPORT TO 1. ,di !t /,,.C._, TIME: q.10,, e1 PM/DATE: 10/ 1l /� WEATHER: W - Location of Work: 6.3 ‹i 1 Excavation Base Soil: ,IL Type of Fill(Onsite/Imported): Elevation of Base Soil: Elevation of Fill Placement: Finished Elevation: P °R. LetLtCe ,1 (nv 4 if 1 -A 'p _ i-', - SI,m ,Da.1 ----prp L` (.of G: .a .4( - C.c.F) ?, j -F •rs v-'( ml'tit;'- 'J �Cr W e. Il;.t;�/c� /__,-"X:Al 5 ul eNt t c)-. d It /4- t .—k 4 � \ i S e3ako i.LI / r ,1,7):►/ cu aft lit.10)XO &.t i 5 ,Sr,'_ e,e, k '- ,.. 4„.,--Ai1 o> ,�, I it 6 ,pg_,, / S e b 44C /1-Ec4 Aim CAMP S kitiec .i /40/> v4 L. 61-1441/4-27,-) 7E rrf a ) /4 LA, //iipEO , f ,F'# 'q-- rberm_ A01-7,-$s o oz..)//- t rn /Gtw ,.-1" 741..1 0u-T de, - /r M 7� Aft-- ,/LtQ codr!. Ic 7oJ, Follow-up Report Required? YESNO 0 • Plans and Specifications: By: SI . •: . _ ,` .TE: a / b Date: Did You Observe Anything Unexpected? /2ck/4 tvAt-Lirtsik-tv Fai\- .201c(d).4„,,11.1rt.1.;"1: tOccoenivccl tAt C-7 -43 Cr.c.."..v.4.1 f rttk.1460 614.L?eitit .G .Z(-505. 7**A6(- - - At-g4c 15 L.65511-korAJ cpei ete-CA1246)(`AP: 3c:we) -- torgP04049r-1‘ .- c isr c. kOogo i-kki ( 1Z-__% S -E, Sic.A.ICC0 30_5 43- t.z4 kftc(0.4. E-424E-fer Vit co 4- -r(*19 aLf 46241.17-(0 )( loYfa cz40+305- 5442_ ts-02, cct90 • v62_ tier"SP.P.-7N V1/46/L- N T-4„, Nk...) Coati-5(1206M r%1 FA/Pk C14151' L.4 41 ( 57.Lf`IC --VSid(00_ (i )C0 OfL (1•1 t4 C400 62 FLOON- 4c J2ke4 .. ( 42-6Nc6". CA.)(. 6111:1W4-1-6$) u56- -hp'Cl6ft 4 :12-1P4 I te-P-4455- ji -AcL air 4"- 1060 &Do 23/ t I q°67 11, 2.217<tZt/6 CA6Z t 00 °96 '6'P4a771-4 ‘.1.4jL .. .+140 ,talt_Tratucil-A- 646-6r- 14'tf. 4 .a0. .moi _--_ . pc.2 A--=_115:(04 �`.._ = t- AI 405 ze9A-7,z5-51)_ A e r— c \ A4 Derzak..3 (n.pr.. .istL_A-,4 LAP Apeek__ $1. 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'2 ty _._— 12, 7_--------- ---- _----1 fi -4 Df_ -f- ZD f1� f. _ �*�zf.�3:_ c — j� Z31 ,0( lab ± c(6009)423..k, ...., iv-A, ✓T _ _ 1 41,1i+( . ii _- jf Page 1 COLD STORAGE Date HYDRAULIC CALCULATIONS for Project name: PRIOR LAKE ACE HARDWARE Location: 16820 DULUTH STREET SE, PRIOR LAKE MN Drawing no: 1 Date: 12-15-2014 Design Remote area number: 1 Remote area location: COLD STORAGE Occupancy classification: OH2 Density: .20-Gpm/SqFt Area of application: 1400-SqFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: TY-FRB No. of sprinklers calculated: 12 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 549.46-GPM @ 51.76- Psi Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 2014 Location: AT STREET Source: RISER ASSEMBLY Name of contractor: SERVICE FIRE PROTECTION Address: 211 XENIUM LANE S., MINNETONKA MN Phone number: 952-591-9200 Name of designer: DOUG CARLSON Authority having jurisdiction: CITY FIRE INSPECTIONS Notes:(Include peaking information or gridded systems here.) 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Q 0 N C N--E 2 o a) CIL0 C0 c o 0 ivaE) aE) EaE) � 0) 44, �inin0 cng wcncn�cn m c•-NN OM(3 (000020 U) E a) 0 0 0 co N. co Q O CO 2 Z E ca C_ N C.) 0 r ,! o a) ' LO 0 cC U C U N a0 V 0 < I Z � COE o E J 0 Il o a. a) O Q E O 0 0 0 o 000 o U � N0 roi : a 0_03:2 � 0 U w Q� ag o �"-' a) v) N Cl 0RS �(nCCCC 0 ` o0 Q C` a) 1 U) I— X000 d) Ua) >' M N O O 0 0 0 0 0 d0' M N O al UCO 0 Cr CC W Cl) Cl) 0 CC W M 0 29)§ & 0 .-@§) O CO 0 »g IG \2 E c f 0 CO CFC - o NggN — Q mq@@ o » in»&G = 2 '72RR k CO < m a»n»\@ CO £ R,� Z LO _ N=CLI N E \ 2CCJ»»@ - \ 0 -=22 2 � e u) e a) O k0 k CO am�me» / ƒ / e / cls oma »# co = = fe k § co 2 Hca- o 0 �_� $ COb7f • m % E � a) g 2 �LOc > � cco = _ CO �ae; 5 0 $ $ cz i « o ._ $ >' $ = \ ƒ = m = 0 0-== ƒ-5 C7 LL E cn / 32 -07 C o CO2 E / o on=� is : U � § ± € o_ m § / � / k � % CCD -C & o om4r au) 2 kd \ E @ � E 2E = ƒ 0 z 0 000 0 / £ � t �70 o = m co ' ) § \ f $ 2 0 0oon / ƒ/ o 7 \ cco as a0E 2CCS acae > 2mo = = � 2 %& I— Q CD m # Cl) � c cm ,- ; °cv§ $ CU 2 ƒ g ° 3 � E > a)4'; > > � o $ % ® ! 0k 2k = . � = E & \§2ƒ = » t � - m L k d\ %§ kr =>0 -D 0 2a2s=2 > 0)— ® c - @ < e <ƒ< a (C '- - - 2 = - < 0 D 0 £ % o_ a_ /ƒ ) D Ef /.0y ° 0 \ _, zoz=�z ƒ }// \ LLk ƒ kk � q E( $ E5 S & •' memo LE 0 ƒ\ =oc_-)e D 0 \ k � Z w\ /2 / Pressure / Flow Summary - STANDARD Page 4 COLD STORAGE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 9.0 8 9.0 na 24.0 0.2 120 7.0 2 9.0 8 9.3 na 24.4 0.2 120 7.0 3 9.0 8 10.41 na 25.82 0.2 120 7.0 5 9.0 8 9.29 na 24.39 0.2 120 7.0 6 9.0 8 9.6 na 24.79 0.2 120 7.0 7 9.0 8 10.75 na 26.23 0.2 120 7.0 4 9.0 13.3 na 9 9.5 8 9.03 na 24.04 0.2 120 7.0 10 9.5 8 9.33 na 24.44 0.2 120 7.0 11 9.5 8 10.44 na 25.85 0.2 120 7.0 13 9.5 8 9.32 na 24.42 0.2 120 7.0 14 9.5 8 9.63 na 24.83 0.2 120 7.0 15 9.5 8 10.78 na 26.26 0.2 120 7.0 12 9.5 13.34 na 8 9.0 19.4 na 16 9.5 19.45 na 17 9.5 23.2 na MT 9.5 31.16 na TEE 9.5 43.84 na DRY 3.0 48.71 na BAS 0.0 51.08 na CITY 0.0 51.77 na 250.0 The maximum velocity is 26.37 and it occurs in the pipe between nodes 17 and MT Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 COLD STORAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***- Poi nt *****Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 24.00 1.687 0.0 12.000 9.000 K Factor=8.00 to 100.0 0.0 0.0 0.0 2 24.0 0.0252 0.0 12.000 0.303 Vel= 3.44 2 24.40 1.687 0.0 12.000 9.303 K Factor=8.00 to 100.0 0.0 0.0 0.0 3 48.4 0.0925 0.0 12.000 1.110 Vel= 6.95 3 25.82 1.687 T 7.168 7.000 10.413 K Factor=8.00 to 100.0 0.0 7.169 0.0 4 74.22 0.2040 0.0 14.169 2.890 Vel= 10.65 0.0 74.22 13.303 K Factor= 20.35 5 24.39 1.687 0.0 12.000 9.292 K Factor=8.00 to 100.0 0.0 0.0 0.0 6 24.39 0.0260 0.0 12.000 0.312 Vel= 3.50 6 24.79 1.687 0.0 12.000 9.604 K Factor=8.00 to 100.0 0.0 0.0 0.0 7 49.18 0.0952 0.0 12.000 1.143 Vel= 7.06 7 26.22 1.687 T 7.168 5.000 10.747 K Factor=8.00 to 100.0 0.0 7.169 0.0 4 75.4 0.2100 0.0 12.169 2.556 Vel = 10.82 4 74.22 1.687 T 7.168 1.000 13.303 to 100.0 0.0 7.169 0.0 8 149.62 0.7461 0.0 8.169 6.095 Vel= 21.48 0.0 149.62 19.398 K Factor= 33.97 9 24.04 1.687 0.0 12.000 9.027 K Factor=8.00 to 100.0 0.0 0.0 0.0 10 24.04 0.0253 0.0 12.000 0.304 Vel= 3.45 10 24.43 1.687 0.0 12.000 9.331 K Factor=8.00 to 100.0 0.0 0.0 0.0 11 48.47 0.0927 0.0 12.000 1.112 Vel= 6.96 11 25.86 1.687 T 7.168 7.000 10.443 K Factor=8.00 to 100.0 0.0 7.169 0.0 12 74.33 0.2045 0.0 14.169 2.898 Vel= 10.67 0.0 74.33 13.341 K Factor= 20.35 13 24.42 1.687 0.0 12.000 9.319 K Factor=8.00 to 100.0 0.0 0.0 0.0 14 24.42 0.0261 0.0 12.000 0.313 Vel= 3.51 14 24.83 1.687 0.0 12.000 9.632 K Factor=8.00 to 100.0 0.0 0.0 0.0 15 49.25 0.0955 0.0 12.000 1.146 Vel= 7.07 15 26.26 1.687 T 7.168 5.000 10.778 K Factor=8.00 to 100.0 0.0 7.169 0.0 12 75.51 0.2106 0.0 12.169 2.563 Vel= 10.84 12 74.33 1.687 T 7.168 1.000 13.341 to 100.0 0.0 7.169 0.0 16 149.84 0.7482 0.0 8.169 6.112 Vel = 21.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Y Final Calculations - Hazen-Williams Page 6 COLD STORAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *""'""" Notes "*""' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 149.84 19.453 K Factor= 33.97 8 149.62 3.26 0.0 9.000 19.398 to 100.0 0.0 0.0 -0.217 16 149.62 0.0302 0.0 9.000 0.272 Vel= 5.75 16 149.84 3.26 31 14.388 20.000 19.453 to1 100.0 0.0 14.387 0.0 17 299.46 0.1089 0.0 34.387 3.744 Vel= 11.51 17 0.0 2.154 T 8.724 1.000 23.197 to 100.0 0.0 8.724 0.0 MT 299.46 0.8193 0.0 9.724 7.967 Vel= 26.37 MT 0.0 3.26 31 14.388 102.000 31.164 to 100.0 0.0 14.387 0.0 TEE 299.46 0.1089 0.0 116.387 12.674 Vel= 11.51 TEE 0.0 4.26 21 13.156 30.000 43.838 to 100.0 D 26.313 39.470 2.815 DRY 299.46 0.0296 0.0 69.470 2.056 Vel = 6.74 DRY 0.0 4.26 G 2.633 2.000 48.709 to 120.0 B 15.8 48.717 1.299 BAS 299.46 0.0211 1 9.217 50.717 1.071 Vel = 6.74 J 21.067 BAS 0.0 6.16 I 14.346 200.000 51.079 to 140.0 G 4.304 61.687 0.0 CITY 299.46 0.0026 T 43.037 261.687 0.690 Vel= 3.22 250.00 Qa= 250.00 549.46 51.769 K Factor= 76.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 b LJO LIS p. .8 1 "IL hr 'iK ® U . �. R I 9 'N., ® 8 1 a g' i a i4 . e C E NU 1 L A i i 11 A gz a F,� m J. d g gay !I ►_Li i g gEgg 6 F a i a l .111 4� ee ,1 fE _ M`f 3 ALI / -1� � € V / i Farm / d . \ E ir ® i q.e 9 - J i 1 rt� „� 1 d 1� ..gym, —1 Y1 Yryl 611 1,,I@@III11 1111 ilk I I II�_,I II'I II 1, 1,IIIIII III 01 I T I I IU 11 1 1 111 I'1 le 1 SLI I I I A ICL 1�I I I IQ®i I1 111111111111111 Z 6 i,iii1iii111I11iC 11111191 ° I IIIIIIIIIIIIIIIII eI rIIIIIIIIII11111I IJ1 1 11 oii.1...ii...111Q° 4..K5. lt4lilFtI 1i ,;III p 0 h. _ O IIIIII1 11111114 III y1rA41�iIIIIIIiiiii mil 0 _.,. 0 g id E eq l 13 L 9 i! !:! es L r 1 fr.i o%•H a of= i ` is§ a Pi' r ( r (, Page 1 COLD STORAGE Date HYDRAULIC CALCULATIONS for Project name: PRIOR LAKE ACE HARDWARE Location: 16820 DULUTH STREET SE, PRIOR LAKE MN Drawing no: 1 Date: 12-15-2014 Design Remote area number: 1 Remote area location: COLD STORAGE Occupancy classification: OH2 4'` Density: .20-Gpm/Sq Ft Area of application: 1400-SgFt Coverage per sprinkler: 120-SqFt Type of sprinklers calculated: TY-FRB No. of sprinklers calculated: 12 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 549.46-GPM @ 51.76- Psi Type of system: Volume of dry or preaction system: -Gal Water supply information Date: 2014 Location: AT STREET Source: RISER ASSEMBLY Name of contractor: SERVICE FIRE PROTECTION Address: 211 XENIUM LANE S., MINNETONKA MN Phone number: 952-591-9200 Name of designer: DOUG CARLSON Authority having jurisdiction:CITY FIRE INSPECTIONS Notes:(Include peaking information or gridded systems here.) • (NI OOCOo COM �'� 0 N a):) MNNCL()O 0- o • y E 2 c—0 • C L-a Co C3. gEEN � N _ 03 0 a�NDN WCl)U) U) ' N C N0 CO CZ X000200) • E - Cn 0 op . 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C Tn�e ' � E � £ , ? 92ac2 > ° — >' = 5 ° ° ° j,ƒ m = ea 0 0 NI-com yaO \7 o E mmR77 6,2 E22 - gym 7 0 on=c \ \ gm22m$ 0_ / p / k \ % E 0 ON In k� _c „ ._-0 � 3 E c E 2e = ƒ 0 o c) CD � � Z \ m - f= 0) \ «0\ k/ \ J $ f o coon /±/� 7\ �0_ E us m - cae 2o � � & CU / 2 & G C) ° ® � C « o-\ ac ,• C / a) _o.0e 2 CD = C £ n � c a c ' o 2 E /ƒ \ k a/ \ ••• \ \ )� � pUoG2 � 1 $ \ /\k\ 0) c \ > t $ ƒ _ § ±�}f �± \ m •tn CD /£Ek % D 0 Ep )o§%0)) E ¥ / / S -D Cl)/ f / / � \ •LEf � 7k co) 0Fk \ E § °\ � � ■ L- it 0 ƒk =oo_oe \ a ± ƒ a_ kw2Q2/ . Pressure / Flow Summary - STANDARD COLD STORAGE Node No. 1 2 3 5 6 7 4 9 10 11 13 14 15 12 8 16 17 MT TEE DRY Page 4 Date Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. 9.0 8 9.0 na 24.0 0.2 120 7.0 9.0 8 9.3 na 24.4 0.2 120 7.0 9.0 8 10.41 na 25.82 0.2 120 7.0 9.0 8 9.29 na 24.39 0.2 120 7.0 9.0 8 9.6 na 24.79 0.2 120 7.0 9.0 8 10.75 na 26.23 0.2 120 7.0 9.0 13.3 na 9.5 8 9.03 na 24.04 0.2 120 7.0 9.5 8 9.33 na 24.44 0.2 120 7.0 9.5 8 10.44 na 25.85 0.2 120 7.0 9.5 8 9.32 na 24.42 0.2 120 7.0 9.5 8 9.63 na 24.83 0.2 120 7.0 9.5 8 10.78 na 26.26 0.2 120 7.0 9.5 13.34 na 9.0 19.4 na 9.5 19.45 na 9.5 23.2 na 9.5 31.16 na 9.5 43.84 na 3.0 48.71 na BAS 0.0 51.08 na CITY 0.0 51.77 na 250.0 The maximum velocity is 26.37 and it occurs in the pipe between nodes 17 and MT Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams Page 5 COLD STORAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 24.00 1.687 0.0 12.000 9.000 K Factor=8.00 to 100.0 0.0 0.0 0.0 2 24.0 0.0252 0.0 12.000 0.303 Vel= 3.44 2 24.40 1.687 0.0 12.000 9.303 K Factor=8.00 to 100.0 0.0 0.0 0.0 3 48.4 0.0925 0.0 12.000 1.110 Vel= 6.95 3 25.82 1.687 T 7.168 7.000 10.413 K Factor=8.00 to 100.0 0.0 7.169 0.0 4 74.22 0.2040 0.0 14.169 2.890 Vel= 10.65 0.0 74.22 13.303 K Factor= 20.35 5 24.39 1.687 0.0 12.000 9.292 K Factor=8.00 to 100.0 0.0 0.0 0.0 6 24.39 0.0260 0.0 12.000 0.312 Vel = 3.50 6 24.79 1.687 0.0 12.000 9.604 K Factor=8.00 to 100.0 0.0 0.0 0.0 7 49.18 0.0952 0.0 12.000 1.143 Vel= 7.06 7 26.22 1.687 T 7.168 5.000 10.747 K Factor=8.00 to 100.0 0.0 7.169 0.0 4 75.4 0.2100 0.0 12.169 2.556 Vel= 10.82 4 74.22 1.687 T 7.168 1.000 13.303 to 100.0 0.0 7.169 0.0 8 149.62 0.7461 0.0 8.169 6.095 Vel= 21.48 0.0 149.62 19.398 K Factor= 33.97 9 24.04 1.687 0.0 12.000 9.027 K Factor=8.00 to 100.0 0.0 0.0 0.0 10 24.04 0.0253 0.0 12.000 0.304 Vel= 3.45 10 24.43 1.687 0.0 12.000 9.331 K Factor=8.00 to 100.0 0.0 0.0 0.0 11 48.47 0.0927 0.0 12.000 1.112 Vel= 6.96 11 25.86 1.687 T 7.168 7.000 10.443 K Factor=8.00 to 100.0 0.0 7.169 0.0 12 74.33 0.2045 0.0 14.169 2.898 Vel= 10.67 0.0 74.33 13.341 K Factor= 20.35 13 24.42 1.687 0.0 12.000 9.319 K Factor=8.00 to 100.0 0.0 0.0 0.0 14 24.42 0.0261 0.0 12.000 0.313 Vel= 3.51 14 24.83 1.687 0.0 12.000 9.632 K Factor=8.00 to 100.0 0.0 0.0 0.0 15 49.25 0.0955 0.0 12.000 1.146 Vel= 7.07 15 26.26 1.687 T 7.168 5.000 10.778 K Factor=8.00 to 100.0 0.0 7.169 0.0 12 75.51 0.2106 0.0 12.169 2.563 Vel= 10.84 12 74.33 1.687 T 7.168 1.000 13.341 to 100.0 0.0 7.169 0.0 16 149.84 0.7482 0.0 8.169 6.112 Vel= 21.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 6 COLD STORAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 149.84 19.453 K Factor= 33.97 8 149.62 3.26 0.0 9.000 19.398 to 100.0 0.0 0.0 -0.217 16 149.62 0.0302 0.0 9.000 0.272 Vel= 5.75 16 149.84 3.26 31 14.388 20.000 19.453 to1 100.0 0.0 14.387 0.0 17 299.46 0.1089 0.0 34.387 3.744 Vel= 11.51 17 0.0 2.154 T 8.724 1.000 23.197 to 100.0 0.0 8.724 0.0 MT 299.46 0.8193 0.0 9.724 7.967 Vel= 26.37 MT 0.0 3.26 31 14.388 102.000 31.164 to 100.0 0.0 14.387 0.0 TEE 299.46 0.1089 0.0 116.387 12.674 Vel= 11.51 TEE 0.0 4.26 21 13.156 30.000 43.838 to 100.0 D 26.313 39.470 2.815 DRY 299.46 0.0296 0.0 69.470 2.056 Vel= 6.74 DRY 0.0 4.26 G 2.633 2.000 48.709 to 120.0 B 15.8 48.717 1.299 BAS 299.46 0.0211 I 9.217 50.717 1.071 Vel= 6.74 J 21.067 BAS 0.0 6.16 I 14.346 200.000 51.079 to 140.0 G 4.304 61.687 0.0 CITY 299.46 0.0026 T 43.037 261.687 0.690 Vel= 3.22 250.00 Qa= 250.00 549.46 51.769 K Factor= 76.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqco /Fire & Building Products Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage ment provided by the Recessed Es- General cutcheon reduces the accuracy to which the fixed pipe nipples to the (01.111111k. Description sprinklers must be cut. The Series TY-FRB, 5.6 K-Factor, Corrosion resistant coatings, where Horizontal and Vertical Sidewall Sprin- applicable, are utilized to extend the �' �� �' ` klers described in this data sheet are life of copper alloy sprinklers beyond "I quick response - standard coverage, that which would otherwise be ob- ; . decorative 3 mm glass bulb type spray tained when exposed to corrosive at- sprinklers designed for use in light and mospheres. Although corrosion —./0/1 ordinary hazard,commercial occupan- tont coated sprinklers have passed the des such as banks, hotels, shopping standard corrosion tests of the appli- malls, etc. They are designed for in- cable approval agencies,the testing is stallation along a wall or the side of a not representative of all possible cor- beam and just beneath a smooth ceil- rosive atmospheres. Consequently, it ing. Sidewall sprinklers are commonly is recommended that the end user be used instead of pendent or upright consulted with respect to the suitability sprinklers due to aesthetics or building of these coatings for any given corro- construction considerations, where sive environment.The effects of ambi- +` piping across the ceiling is not desir- ent temperature, concentration of able. chemicals,and gas/chemical velocity, should be considered, as a minimum, ,. The recessed version of the Series along with the corrosive nature of the TY-FRB Horizontal Sidewall Sprinkler chemical to which the sprinklers will be is intended for use in areas with a exposed. ., .'. finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch WARNINGS (12,7 mm) of recessed adjustment or The Series TY-FRB Sprinklers de- up to 3/4 inch(19,1 mm)of total adjust- scribed herein must be installed and ment from the flush sidewall position, maintained in compliance with this or a two-piece Style 20 Recessed Es- document, as well as with the applica- Technical cutcheon with 1/4 inch (6,4 mm) of ble standards of the National Fire Pro- recessed adjustment or up to 1/2 inch tection Association, in addition to the Data (12,7 mm)of total adjustment from the standards of any other authorities hav- flush sidewall position. The adjust- ing jurisdiction. Failure to do so may Approvals impair the performance of these de- UL and C-UL Listed. vices. FM, LPCB,and NYC Approved. The owner is responsible for maintain- (Refer to Table A for complete ap- ing their fire protection system and de- proval information including corrosion IMPORTANT vices in proper operating condition. resistant status.) The installing contractor or sprinkler Maximum Working Pressure Always refer to Technical Data manufacturer should be contacted Refer to Table B. Sheet TFP700 for the INSTALLER with any questions. WARNING" that provides cautions Discharge Coefficient with respect to handling and instal- Model/Sprinkler K=5.6 GPM/psi112(80,6 LPM/bar1/2) lation ofs rinklersystems and com Temperature Ratings ponents. Improper handling and in- stallation can permanently damage Identification Refer to Table A. a sprinkler system or its compo- Finishes nents and cause the sprinkler to fail Numbers Sprinkler: Refer to Table A. to operate in a fire situation or cause Recessed Escutcheon:White Coated, it to operate prematurely. TY3331 - Horizontal Chrome Plated,or Brass Plated. TY3431 - Vertical Page 1 of 6 APRIL, 2006 TFP176 Page 2 of 6 TFP176 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 175°F/79°C Yellow 200°F/93°C Green 5.6 286°F/141°C Blue 1/2" NPT RECESSED 135°F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1,2,4,9,10 1,2,9 N/A (TY3331)* 175°F/79°C Yellow Figure 3 200°F/93°C Green RECESSED 135°F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F/79°C Yellow Figure 4 200°F/93°C Green VERTICAL 135°F/57°C Orange SIDEWALL 155°F/68°C Red 5.6 (Tt'3431) 5,6,7,8,9 5,6,7,9 1/2" Installed 175°F/79°C Yellow NPT Pendent 200°F/93°C Green or Upright 286°F1141°C Blue NOTES: 1.Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2.Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a104)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5.Listed by Underwriters Laboratories, Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6.Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9.Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. **Installed with Style 20(1/2"NPT)1/2"Total Adjustment Recessed Escutcheon. ***Frame and deflector only.Listings and approvals apply to color(Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame Bronze Operation Button Brass/Copper m Sealing Assembly The glass Bulb contains a fluid which Beryllium Nickel w/Teflont expands when exposed to heat.When Bulb Glass the rated temperature is reached, the ? Compression Screw Bronze fluid expands sufficiently to shatter the HSW Deflector Bronze glass Bulb, allowing the sprinkler to cc VSW Deflector Copper activate and water to flow. o Patents U.S.A.5,810,263