FIR2022-0062+Fire_Sprinkler_Plan+6.15.2022_3.17.57_PM+2934776FIRE SPRINKLER TI PIPING PLAN
SCALE: 1/8" = V-0"
BAKERY AREA FIRE SPRINKLER TI PIPING PLAN
SCALE: 1 /8" = V-0"
REVISIONS
HANGERS
HYDRAULIC DESIGN INFORMATION
1ESCRIPTION
BY
A
BEAM CLAMP W/ RETAINING STRA,
AREA NUMBER:
XXX
CODE:
XXX
HAZARD:
XXX
TEM
XXX
SYSAREA
EV'
-
B
SIDE BEAM BRACKET
C
EYE SOCKET
PER SPRINKLER:
XXX
DENSITY GPM/SQ. FT.:
XXX
NUMBER OF SPRINKLERS:
XXX
D
NUT &PLATE WASHER
E
KWIK-BOLT
REMOTE AREA SO. FT.:
XXX
OUTSIDE HOSE ALLOWANCE:
XXX
F
HDI-P
TOTAL SYSTEM REQUIREMENTS:
XXX
G
SAMMY SIDEWINDER
HYDRAULIC DESIGN INFORMATION
AREA NUMBER:
CODE:
HAZARD:
SYSTEM
xxx
I xxx
xxx
xxx
AREA PER SPRINKLER:
DENSITY GPM/SQ. FT.:
NUMBER OF SPRINKLERS:
xxx
xxx
xxx
REMOTE AREA SO. FT.:
OUTSIDE HOSE ALLOWANCE:
xxx
xxx
TOTAL SYSTEM REQUIREMENTS:
XXX
H
E1
- UH
� - p
E1
(E) BRANCH LINE
\ ARM -OVER (VARIES)
DROP NIPPLE (VARIES)
ADJUSTABLE DROP NIPPLE
HARD LID CEILING
1/2" SSP
HARD PIPE DETAIL
NTS
I�
BAKERYSECTION VIEW OF r
EA
SCALE: 1 /8" = V-0"
B;
TOP BEAM CLAMP
W/ RETAINER STRAP
'ALL THREAD ROD
�— HANGER RING
HANGER A
TOP BEAM CLAMP
SCOPE OF WORK:
1. ADD SEMI -RECESSED PENDENT SPRINKLER TO ACCOMMODATE NEW CEILING AREAS IN BAKERY.
2. PLAN SUBMITTAL TO & APPROVAL BY CITY OF EDMONDS.
3. MATERIALS PER NFPA #13 (2016) STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC.
4. TESTING PER NFPA #13 (2016) & CITY OF EDMONDS.
5. NEW CEILING AND WALLS DO NOT AFFECT EXISTING UPRIGHT SPRINKLER PROTECTION.
CLARIFICATIONS:
1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40OF
(BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING.
EXCLUSIONS:
1. TAXES OF ANY TYPE.
2. ELECTRICAL OF ANY TYPE.
3. UNDERGROUND PIPING OF ANY TYPE
4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE.
5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE.
6. RELOCATION OF PIPE FOR WORK OF OTHER TRADES.
DESIGN CRITERIA:
1. CRITERIA BASED ON NFPA #13 (2016) AND CITY OF EDMONDS CODES.
2. DESIGN CRITERIA:
- (E) CRITERIA - MARKET - OH GROUP II - 130 SQ.FT.
- NEW CRITERIA - BAKERY AREA - OH GROUP II -130 SQ. FT. MAX HEAD SPACING.
3. NEW DESIGN CRITERIA IS LESS THAN EXISTING THUS NEW HYDRAULIC CALCULATIONS ARE NOT PROVIDED.
FITTER NOTES:
1. HANGERS:
* ALL PIPE HANGERS TO BE TOP BEAM CLAMP. SEE HANGER DETAIL W ON THIS SHEET.
2. ALL THREADED PIPING TO BE SCHD 40 THREAD JOINED W/ THREADED FITTINGS.
3. ALL SPRINKLER DROPS INTO ACOUSTICAL TILE CEILING TO BE INSTALLED QUARTER POINT OF CEILING TILE.
4. ALL NEW SSP SPRINKLERS ADDED BY MECHANICAL TEE ON (E) BRANCH LINE. (FIELD VERIFY)
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— { 4W=\
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E SCALE: N.T.S.
KEY PLAN
SCALE: N.T.S.
ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS
AFF ABOVE FINISHED FLOOR STATIC XX PSI SYM MAKE SIN# TYPE FINISH K-FAC. THREAD ORIFICE TEMP QTY
BOB BOTTOM OF BEAM RESIDUAL XX PSI
BOD BOTTOM OF DECK Riw:l
BOJ BOTTOM OF JOIST GPM FLOWING XXXX GPM � VICTAULIC V2708 SEMI -RECESSED PENDENT SPRINKLER CHROME K=5.6 '/i'/z ' " 155° 18
BOP BOTTOM OF PURLIN DATE & TIME XX/XX/XXXX
BOT BOTTOM OF TRUSS i i i I , ARC H E
CTS CUT TO SUIT PER:
FO FIELD ORDER LOCATION:
IFOW INSIDE FACE OF WALL
OFOW OUTSIDE FACE OF WALL
NAS NO AUTO. SPRINKLERS NOTES:
LINO UNLESS NOTED OTHERWISE
-4— RIGID COUPLING
A FI FXIRI F f'(ll IPI IN(;
C O N S T R U C T 1 0 N, I N C
FIRE SPRINKLER DIVISION
7855 S 206TH STREET, KENT, WA 98032
TOTAL SPRINKLERS THIS SHEET 18 PHONE 253-872-7222 FAX 253-872-7277
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CIRTIfICAT1 DP COMPITINCY
FWA "WaCTI016 SPI "xi-Ip SYMMS
Michael Maguire I
1440-•0791-C Level r
Archer Construction, Inc.
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». SCALE: N.T.S. _
VICINITY MAP
SCALE: N.T.S.
RANCH 99 Ti
22511 HWY 99
EDMONDS, WA 98026
CONTRACTOR: JE JOHN CONSTRUCTION C
CONTACT: DAVID
PHONE: 360-696-0837
FIRE SPRINKLER
PIPING PLAN
PERMIT NO:
JOB NO:
S22-040
AUTHORITY: CITY OF EDMONDS
DESIGNER:
KN
SCALE:
NOTED
DATE:
6/15/2022
REVISED
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