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

6+00 6+50 7+00 7+50 SEINER DRIVE 8+00 8+50 SCOPE OF WORK BY BURNS FIRE SYSTEMS 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 FO FO ^ /� C`�/I,1 D O Q`. �� L 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 K-FACTOR,TEMPERATURE RATING,FINISH AND RESPONSE CHARACTERISTICS OF EXISTING T\\ K\\ ❑ Q T\\ 0 - Q`Tl`IT�II�TI�I� SPRINKLERS. Approximate Hanger Location HYDRAULIC DESIGN BASED ON OH1 OCCUPANCY.SYSTEM DEMAND DOES NOT EXCEED EXISTING N \ SYSTEM DEMAND AT BASE OF RISER AS REPORTED ON PLACARDS. +J Approximate Bracing Location (6)TOTALADDED -�- Approximate Location of Grooved Coupling K•,' - o NEW PENDANT HEADS SUPPLIED FROM J FLEX DROP AND NEW MECHANICAL TEE +O-O Elevation from Floor to Centerline of Pipe _ :' SS� X`_ -0 BOJ Elevation down from Joist to Centerline of Pipe R + ° R/14(4)TOTAL ADDED + LLLDING CORNER M LEI ' L7 NEW UPRIGHT HEADS SUPPLIED FROM -0 BOB Elevation down from Beam to Centerline of Pipe - +++++ N: 367368.89NEW MECHANICAL TEE (0'-0") Center to Center Dimension of Pipe ++ L65 +�'+ +++++ E: 1302068.25 L6 9. ALL PIPING SHOWN IS EXISTING AND TO REMAIN U.N.O. 0'-0" Cut Dimension of Pipe + L66 + 64 ++++++ L63 PROTECT EXISTING v 18 - .s AREA OF WORK IN THIS SUBMITTAL L67 + + + STORM PIPE Calculation results for Design Area 1 -New Kitchen and Seating area CD HydraulicReference Point L68 + + This system as shown on company print no dated Rise Dro SEE LANDSCAPE FOR for South Fork Bakery at Pod of Everett 832 80th St SW O e p �`�"^ '�''`�contract no is designed to discharge at a mte of 0.15 gpm/it'(L/min/m')of Boor area over �'. I i L62 CONCRETE SCORE PATTERN _ _ ® Main Sprinkler Riser ��JJ AND JOINT CONTROL *� ;- a maximum area of 967.5 ft' when supplied with water at a rate of 254.8 gom at I(osi at the base of the rises + 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 iVs -- I Storage arrangement: +++++ I + Flow from In-Rack sprinklers: O gpm pressure Required at Source: 45.3 psi ++++ 2 a L - I _ I L33 J d cL31 L59 L58 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:' L42' 41, ! 136 - L34 Flow from Outside Hoses: Ogpm ++ _ - L39 r + +• + L60- �L32+ + + L61 Other it flows: 0 gpm Total flow in system piping: 254.8 gpm Additional now at/beyond source: 0 gpm O Total of all Bows: 254.8 gPm 1 SITE PLAN FOR REFERENCE ONLY NO WORK (4 ,o NOT LESS MAN 2" NOMINAL MUTH (1 1/2') UP TO 31/2' PIPE; NOT LESS THAN 3' NOMINAL NDTH 4'h 5 PIPE.�� 18 19 W1 2QD F -- Source Information 21/2„ Date of Flow Test/Info: 5/11123 Location of flow test data rl' .11 2 112 z r BASE OF RISER Source of flow test data: Q�l CALC PLATE 16 MINIMUM 21/2' FROM BOTTOM FOR BRANCH ONES, MINIMUM 3" FROM BOTTOM FOR MAIN LINES. Wet System 2 1/2" Source Data Points PumpOR THICKI(E Data Int THIS REQUIREMENT SHALL NOT APPLY TO 2° N - OR HIR NNMNC STRIPS RESTING ON TOP OF S1EEL - Pressure Flow Pressure IF], N 130 1 1 9DEN,NDER 85 0.00 56jT (Sill I . add 2 1/2"Tee J 76.8 287.7 - D sign Area 1 Wet System _ y 15 110 109 1 10 N w Kitchen and Seating area di 2 112 11 1 Demand Calculations using Hazen-Williams Method EXISTING 1 z° LINES Occupancy Classification: OH1 130 130=�f 130 1 DIE sign Area Density: 0.15 aPo 5. 5.6 Additional Outside Hose: 0 DE sign Area Size: 967.5 BFI - EXISTING 2 z' MAIN 15 1 t5 .15 N s: Reduced for QR heads and 13'max celing $ I height U.L. LISTED VICTAULIC AH-2 Flexible Sprinkler Drop rift 12 O _ HANGERS TO BE PROVIDED ON STEEL PIPE ARMOVERS WHICH EXCEED 24" IN LENGTH 08 212 7 10 1 RISER PLAN 2 2 2 0 � \ 2 112 FOR REFERENCE ONLY 09 O o BRANCHUNE AND NEW,'ARMOVER NO WORK MECHANICAL TEE WHERE REQUIRED 40 130 1 3 30 1 130 5.6 5.6 Multi-Part Bracket 7 7 7 15 1 15 Adjustable Hub 103 102 0� 11z 2" 112 112 2 112 I Sprinkler Head 5.6 1�30 1 5.6 ,4 5.6 _0 -05. 7 DA Name: 1 7 15 DA Area:96 569 ��I I 7 _T OFIRE oPROTECTION PLAN N First NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN W ___ _ _ __ DATE DESCRIPTION BY �i -�- WICATE OFC STATE SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL BFPS, INC South Fork Baking T. 1, AND DETAILS CERTIFICATE OF COMPETENCY � 20 uPR BRASS 155 5.so I/2" v2704 V1cTAUL v2+04 EXISTING HEADS AT ROOF \ :FIRE PROTECTION SPRINKLER SYSTEMS PERMIT NO. Z a UPR BRASS 155 5.so I/2" v2704 V1cTAUL v2704 NEW PENDANT HEADS P.0.B. 1110 Devid Yates CONTRACT N0. auto 0898-C LeWe13 OO s PEND CHROME Iss sso I/z" Tv323I rrco rr-Efts NEW UPRIGHT HEADS 1410 Seiner Dr Ste 103 8urn9FireProtectionSystems,Inc. GRANITE FALLS, WA B SFPB bU DRAWN BY CITY OF DVYATES ERETT 5,16/23 Expnee: s: Everett, WA 98203 ,Sq 721312 SCALE NOTED '.-nature .... ....... _Date r 425-388-0124 DATE s/,s/zs DESIGN QUESTIONS 360-580-1062 CONTRACTOR: DIATEo FP 1 PLO ED