1410 SEINER DR 2023 SOUTH FORK BAKING COMPANY Plans 2025-07-02

Permit#: K2305-014 Site Address: 1410 Seiner Dr STE 103 *5-0- 6+00 6t50 7+00 -.17 SEINER DRIVE $t00 8+50 Applicant: Dion Smithc.Acation Date:O5/17/2023 SCOPE OF WORK BY BURNS FIRE SYSTEMS ppli Description: Sprinkler System TI THIS SUBMITTAL IS FOR THE MODIFICATION OF SPRINKLER PROTECTION TO CONFORM WITH NEW SD WALLS.SPACING OF SPRINKLERS IN ACCORDANCE WITH NFPA#13.ALL NEW EQUIPMENT TO BE F� F� ^ /� C`�/I,1 D O Q`. �� X X IL X X X ❑ SD INSTALLED IN ACCORDANCE WITH NFPA STANDARDS.NEW OR REPLACED SPRINKLERS TO MATCH PIPING V G SYMBOLS: U J Review Status: tat Review by City&Peer Reviewers K-FACTOR,TEMPERATURE RATING,FINISH AND RESPONSE CHARACTERISTICS OF EXISTING � ❑ IM Review Date: 05/83/2023 SPRINKLERS. HYDRAULIC DESIGN BASED ON OH1 OCCUPANCY.SYSTEM DEMAND DOES NOT EXCEED EXISTING f Approximate Hanger Location SYSTEM DEMAND AT BASE OF RISER AS REPORTED ON PLACARDS. +J Approximate Bracing Location � `L.LL► 1 -_ EV`TT 1 (6)TOTAL ADDED -�- Approximate Location of Grooved Coupling h•,' ¢veaerr �I}I�,J NEW PENDANT HEADS SUPPLIED FROM J Everett Fire Dept.Permit Review I FLEX DROP AND NEW MECHANICAL TEE +O-O Elevation from Floor t0 Gen terllme Of Pipe SS RAW--* -' _ _ _ Status.Approved + ` + \ 1 RAW--*pM '(,j Y k w -0 BOJ Elevation down from Joist to Centerline of Pipe + + BUILDING CORNER L7 Reviewed By:KBrown +++ (4)TOTAL ADDED N: 367368.89 L10 05/1 S/2023 4:31:26 -0 BOB Elevation down from Beam to Centerline of Pipe + +++++ NEW UPRIGHT HEADS SUPPLIED FROM PM NEW MECHANICAL TEE (0'-0") Center to Center Dimension of Pipe ++ L65 +I +++++ E: 1302068.25 L6 9. fF�� ALL PIPING SHOWN IS EXISTING AND TO REMAIN U.N.O. 0'-0" Cut Dimension of Pipe + L66 +++++++ L63 PROTECT EXISTING v L8 AREA OF WORK IN THIS SUUM ITTp Y1L APPROVED L67 +- + + STORM PIPE PUBLIC WORKS DEPARTMENT Calculation results for Design Area l -New Kitchen and Seating area O Hydraulic Reference Point LIS + + BY:Thad Newport This system as shown on company print no dated SEE LANDSCAPE FOR for South Fork Bakery at Pod of Everett 832 80th BE SW O e Rise/Drop - DATE:05/23/2023 k._ CONCRETE SCORE PATTERN contract no is designed to discharge at a rate of 0.15 gpm/ff(Umin/m-)of floor area over CITY OF EVERETT REVIEWED FOR PERMIT ® Main Sprinkler Riser AND JOINT CONTROL *' +- a maximum area of 967.5 ft' when supplied with water at a rate of 254.8 gpm at 45.3 psi at the base of the riser. + Hose stream allowance of is included in the above. + + Ll - LIGHTING PLINTH, (NAS) No Automatic Sprinklers - L5 �L12 ADA RAMP Occupancy classification:OHi Number of heads flowing:ll + +PACIFIC RIM' I + - SEE ELECTRICAL Commodity classification: System Type: Wet (NTS) NOT TO SCALE - +++PLAZA -- )-.! _ �. AND HANDRAIL Maximum storage height: Maximum velocity: 14.99 TVs -- I Storage arangement. +++++ I + Flow from In-Rack sprinklers: O gpm Pressure Required at Source: 45.3 psicL31 L59 L5S L28_ 0 0 Flow from Overhead sprinklers: 254.8 gpm Pressure Available at Source: 78.4 psi + + - Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 33.1 psi + + 'L3 L4r 41, ! 136 - L34 - L14 -L57 Flow from Outside Hoses: Ogpm ++ _ - L39 r + +• L61 Other fixed flows: 0 gpm - + r 27 Total flow in system piping: 254.8 gpm Additional now at/beyond source: 0 gpm O Total of all flows: 254.8 gPm 1 SITE PLAN FOR REFERENCE ONLY NO WORK ,o NOT LESS MAN 2" NOMINAL MUTH (1 1/2') UP TO 31/2' PIPE; NOT LESS MAN 3° NOMINAL N1DTH 4'h 5 PIPE.�� 18 Lu 19 W1 Source Information N , 5 21/2" Date of Flow Test/Info: 5/11123 1 `�� -17 Location of flow test data: i 1 11 2 11 2 z r BASE OF RISER Source of flow test data: 111 CALC PLATE _ 16 MINIMUM 2 1/2° FROM BOTTOM FOR BRANCH ONES, MINIMUM 3" FROM BOTLOM FOR MAIN ONES. Wet System 2 1/2 Source Data Points PumpData Int EXCEP➢ON: THIS REQUIREMENT SHALL NOT APPLY TO 2° Pressure F low Pressure FI N - oR1H1CKER Nauec STRIPS REsnec ON TOP of sEEL BE s. 85 0.00 53 1 soESSill add 2 1/2"Teel -76.8 287.7 1 DE sign Area 1 Wet System y 15 110 109 1 10 New Kitchen and Seating area 1 2 112 1 1 DE mand Calculations using Ha en-Williams Method EXISTING 1 z' LINES Occupancy Classification: OH1 130 130 130 1 DE sign Area Density: 0.15 aPo 5.65.6 A tlitiona1 Outside Hose: 0 Design Area Size: 967.5 BFI - EXISTING 2 z' MAIN 15 15 .15 Notes: Reduced for QR heads ind 13'max celing $ height U.L. LISTED VICTAULIC AH-2 Flexible Sprinkler Drop dR 12 O _ HANGERS TO BE PROVIDED ON STEEL PIPE ARMOVERS WHICH EXCEED 24" IN LENGTH II � 08 212 7 10 1 RISER PLAN z z z ,2� 2 112 FOR REFERENCE ONLY 09 O o BRANCHUNE AND NEW 1'ARMOVER NO WORK MECHANICAL TEE WHERE REQUIRED 40 130 1 3 30 1 0 130 5.6 5.6 Multi-Part Bracket 7 7 7 .15 :113 .15 /AIP,1,11,Hub 103 102 0 112 41W-777' 11z 112 z 11z I Sprinkler Head 1 5.6 1,� 5.6 5.6 6 30 1� �5. 7 DA Name: 1 7 15 DA Area:96 569 OFIRE oPROTECTION PLAN N First NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN ___ _ _ __ DATE DESCRIPTION BY �I -�- WASHINOTON STATE SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL BFPS, INC South Fork Baking T. AND DETAILS CERTIFICATE OF COMPETENCY 20 L" BRASS 155 5.so 1/2" V2704 ACTAUL V2704 EXISTING HEADS AT ROOF d :FIRE PROTECTION SPRINKLER SYSTEMS PERMIT N0. Z 4 UPR BRASS 155 5.so 1/2" v2704 vlcTAUL v2]oa NEW PENDANT HEADS P.O.B. 1110 David Yates CONTRACT No. 2605-0898-C LeWe13 O s PEND CHROME 155 sso 1/z" Tv3231 rrco TY-Efts NEW UPRIGHT HEADS 1410 Seiner Dr Ste 103 8urns Fire Protection Systems,Inc. GRANITE FALLS, WA ERETT B SFPB DU DRAWN V BY CITY OF DVYATES 5,1D,z3 Expnee: Everett WA 98203 '� ,Sq 121312 SCALE NOTED .-nature Date 425-388-0124 f... DATE s/,s/zs DESIGN QUESTIONS 360-580-1062 CONTRACTOR: REIS�D FP 1 PLOTTED