Plans FPS2014 - 00127
r��==MAXIMUM DISTANCE BETWEEN HANGERS ' HANGERS _
Pipe hangers shall be installed as required b NEPA For supporting s rinkter m SECURE AGAINST
NOMINAL PIPEp g q y pp g p piping, UPWARD MOVEMENT TELCO #24 CPVC TYPE HANGER DR 13RANCHLINE FIRE
g'� g'� T'�'�7 7� NOTES xa,
SIZE (In.) 1 1-1/4'1-1/2" 2" No other piping and/or devices are to be attached to the sprinkler pipe hanger system / /TOLCO NO BLOCK HANGER FIRE PROTECTION GENERAL NOTE` � � ^.
_. unless the hanger has been specifically designed for the additional loading. .... r .- ..... .... ....
STEEL PIPE 12-0 12-0 15-0 15-0 THIS CONTRACT DOES NOT INCLUDE ANY MATERIAL OR DEVICE TO IMPROVE THE STRUCTURAL 15. ALL POWER WIRING SHALL BE ACCOMPLISHED UNDER THE ELECTRICAL DIVISION. ALL �
CPVC 6-0 6-6 7-0 8-0•. STRENGTH OF THE BUILDING TO ENABLE IT TO CARRY THE LOAD OF THE FIRE PROTECTION SYSTEM. FLOOR /CPVC
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z CONTROL AND INTERLOCK WIRING SHALL BE ACCOMPLISHED UNDER THIS SECTION OF
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CEILING - n 1, METRO SAFETY & FIRE INC. INSTALLATION TO START AT TANK AND PUMP SUPPLY THE SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL
(TANK SUPPLY PIPE AND VALVES BY OTHERS} DIVISION. COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR AND
ALARM CONTRACTOR TO INSURE PROPER INSTALLATION.
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zx waaD BLOCKING 2. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13D, 2010 EDITION, �I) r
FIRE SPRINKLER OR OTHER APPROVED METHODS & CITY OF TIGARD REQUIREMENTS 16, PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE REQUIRED DESIGN CRITERIA
TABLE 1 TABLE 2 FOR EACH HYDRAULICALLY DESIGNED SYSTEM. (SEE INFORMATION DETAILS "CALC PLATE")
MAXIMUM SUPPORT SPACING DISTANCE MAXIMUM SUPPORT SPACING DISTANCE 3, FINAL INSPECTION AND APPROVAL BY LOCAL FIRE DEPARTMENT, AND 17. MAINTAIN A MINIMUM OF 18 INCHES FROM THE BOTTOM OF THE SPRINKLER DEFLECTOR
END LINE SPRINKLER HEAD DROP ELBOW INLINE SPRINKLER HEAD DROP TEE ARCHITECT/ENGINEER. TO THE TOP OF STORAGE/FILE STORAGE,
PIPE SIZE SYSTEM PRESSURE PIPE SIZE SYSTEM PRESSURE 4. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH
orches < too psi > too Psi inches < too psi > too psi THE WRITTEN APPROVAL OF THE ARCHITECT. 8. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTIONS).
3/4" s" s" 3/4" 4' 3' 19, INSPECTOR'S TEST VALVE SHALT_ NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR,
" 12" s" s 4' 5. 65 PSI 32 GPM CONTINUOS DUTY SPRINKLER PUMP
1/" 16" t2" 1l" 6' S' SPRINKLER WATER PROVIDED BY 400+ GALLON TANK AND TUHORSE SPRINKLER PUMP 20. PER NFPA 13 RESIDENTIAL PENDANT SPRINKLERS SHALL BE LOCATED MINIMUM 3'-0"
1 K"-3" 24" 12" i "-3" Y 7' cave DOUBLE FASTENER STRAP TYPE HANGER 6. PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS OR FITTINGS FROM OBSTRUCTIONS SUCH AS CEILING FANS AND LIGHT FIXTURES UNLESS THE
PIPE HANGER CPVC cows FASTENER STRAP Pe HANGER REQUIREMENTS OF NFPA 13 6.4.6,3.4 ARE MET
CURE TIMES WITH ONE STEP SOLVENT CEMENT REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR
200 psi (MAXIMUM) TEST PRESSURE CLOSE TO ELBOW) CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 24 - CPVC HANGER FIGURE 23 - CPVC HANGER
p 1 TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. VERIFY EXISTING 21. PER NFPA 13 WHERE ADDITION OR MODIFICATION IS MADE TO AN EXISTING
PIPE SIZE Ambient Temperature During Cure Period - NO-BLOCK - CPVC HANGER STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ANY/ALL
inches 60°F to I2aF 40"F to 597 -°-WOOD BLOCKING _ASTM F442 CPVC OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING. SYSTEM AFFECTING MORE THAN 20 SPRINKLERS, THE NEW PORTION SHALL BE ISOLATED
3/4" 45 min. t.5 hr. CEILING ' sRANCHLINE AND TESTED AT NOT LESS THAN 200 PSI (13.8 BAR) FOR 2 HOURS. ,
1" 45 min. 1.5 hr- ' 7. FIRE STOP ALL PENETRATIONS OF ALL RATED WALLS, FLOORS, ROOFS, 22. PER NFPA 13 MODIFICATIONS THAT CAN NOT BE ISOLATED, SUCH AS RELOCATED
ETC. FLASH AND COUNTERFLASH ROOF PENETRATIONS. (SEE FIRE RATED PIPE "
1%" 1.5 hr. Is hr. DROPS, SHALL NOT REQUIRE TESTING IN EXCESS OF SYSTEM WORKING PRESSURE.
" 1.5 hr. 16 hr. PENETRATION DETAIL) WILL BE DONE BY OTHERS.
2" 8 hr. 36 hr. _ FIRE SPRINKLER 8. ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND 23. PER NFPA13 3.3.15 SMALL ROOM: A ROOM OF LIGHT HAZARD OCCUPANCY CLASSIFICATIONMETRO
21h" 8 hr. 72 hr. HAVING UNOBSTRUCTED CONSTRUCTION AND FLOOR AREA NOT EXCEEDING 800 SQ. FT.
3" 8 hr. 72 hr. CHASES ARE TO BE PROVIDED BY THE BUILDER. THAT ARE ENCLOSED BY WALL AND CEILING. OPENINGS TO THE ADJOINING SPACE ARE
9. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL DIFFUSERS, PERMITTED IF THE MINIMUM LINTEL DEPTH IS 8" FROM CEILING, tr ATE T h7 Sv OF b RE NC
SIDEWALL (IST FLOOR) PENDENT (2ND FLOOR) SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. PER NFPA 8.6.3.2.4* AS DEFINED AS "SMALL ROOM" SPRINKLER SHALL BE PERMITTED w�ay.TcK ,'og PROTH.O;. 004
For these sizes, the solvent cement can be applied at temperatures
below 327, however, the sprinkler system temperature must be raised to This system as shown on Metro Safety and Fire This system as shown on Metro Safety and Fire TO BE LOCATED NOT MORE THAN 9'-0" FROM ANY SINGLE WALL AND SPRINKLER
a temperature of 32'F or above and allowed to cure per the above Print ASHBROOK dated 7-29-14 Print ASHBROOK dated 7-29-14 10. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH N.F.P.A. 13 6.2.9 THRU 6.2.9.7.1 LIMITATIONS OF 8.6.3 AND AREA ''_IMITATIONS OF TABLE 8.6.2.2.1(0) SHALL NOT BE EXCEEDED
For ASHBROOK Leasing 6ffice located at For ASHBROOK Leasing Office located at
9378 SW Mandamus Ct, Tigard OR 9378 SW Mandamus Ct. Tigard OR 11. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE y
*�� Stark Is designed to discharge e .05 GPM/Ft sql is designed to discharge e 05 GPM/Ft sq, 24. STRUCTUARAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE 1 4 2 E Burk ST
.__., over a maximum area of 576'sq. (2 heads) over a maximum area of 800'sq. (2 heads) WITH N,F,P,A, 13,
1 when supplied with water at a rate of 32 GPM when supplied with water at a rate of 32 GPM RESPONSIBILITY OF THE BUILDING OWNER AND/OR THEIR STRUCTURAL REPRESENTATIVE.
@ 65 PSI at the base of the riser (Pump rate) 2 65 PSI at the base of the riser (Pump rate) a °°R �.1k�B„eg 2'C 97233-2152
Hose stream allowance of 0 GPM is included In Nose stream auowancs of 0 GPM Is Inctuded In 12. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF ELEMENTS TO BE IN 25ve.ve. . SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER OR QUARTER POINT OF ANY
Occupancy QPSSIfcatIOn- Residential Occupathe ncy Ctassificationl Residential ACCORDANCE WITH N.F.P.A. 13. �%^ti qp,d at -2,19+p "h E;
Commodity Classifkation� a commodity ctassi£ication� o CEILING OR IN A SYMMETRICAL PATTERN WITH ANY CEILING FIXTURES. k w a. "°
13. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S 26. ALL AREAS SUBJECT TO BELOW FREEZING TEMERATURES (OTHER THAN DRY PIPE OR
LABORATORIES, INC. VALVES SHALL BE 175 WORKING PRESSURE ANTI-FREEZE) SHALL BE PROTECTED FROM FREEZING BY MAINTENANCE OF ADEQUATE HEAT
14, ALL CONTROL VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED. (+40 DEGREES)
TYPE AND EXACT LOCATION OF FLOW, PRESSURE AND SUPERVISORY SWITCHES SHALL 27. ALL WET PIPING IN ATTIC SPACES SHALL BE TENTED OR COVERED WITH BATT INSULLATION
FIRST FLOOR BE ACCOMPLISHED BETWEEN THE DIFFERENT RESPONSIBLE TRADES. (BY OTHERS) Design, Drawings, &Calculations
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ASHBROOK LEASING OFFICE NFPA 13D
.� client:
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_ J1,4 _ SYMBOL DESCRIPTION PUMP
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x 7e SPRINKLER
a P L T t@ s l gg "T Z A z s M v ASSEMBLY
x �..s". Ba --"L.,LzeE..� `0. w.,.f1') "`
( i HORIZONTAL/LATERAL SWAY BRACE - - -
- - --- - �° bfi{ Hammer Hand
-- k p 1020 SF Harrison t.
MODEL:t,,,.,."� 8 t...-.L: d l6 0.. 1,yAt,�:
---
FOUR WAY BRACE
RISER NIPPLE DROP NIPPLE PSI C b
65 v„
Portland, Oregon 9721
FI
HANGER (SEE CHART FOR PLASTIC AND STEEL) `�" -1 Har) , _ ( I
Sprinkler Head Schedule 2, 0`v`V ` 'NI1 CHI I OI T fER ASI*; (01P IONAL)
�). �,( _".3 L VALVE I TL�11,1, T LJL 7 Remodel of existing
4. 0-10() PSI 'RiES4 ltRE GAI it. ,_
Structure
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Symbol Count Thread K-Factor Description Note
P COVERAGE
0
TYCO LFII 155 R PENDENT ;l VALVE i TJt 1 7 TANK
(PER 4t
1 j 20'X20 rz r P L { Ti
Q
I VE
_ _
LF. I. .. BRAIDED .P"iES RE FiO SE
( 16'X16' d
TCO LFII NSW 15b OR RESIDENTIAL Z
1/2"
L 4.2 SIDEWALL P 4l G 1 x.3 y ('��,, F p Cif
C_. 1' V Pm
RIE f k _'l CONTROL 1
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38 = TOTAL NUMBER OF SPRINKLERS L` i E ca I' Project;
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r ,W - , - _ Hydraulic Demand Area ? .
RF%Ih3WED FOR CODE CONIPLUNCN
__ Area of Highest Hydraulic Demand Ashbrook
L Leming Office
r Indicates Hydraulic Reference Points =
(
_� a [ (. �c l �. � 9373 SW Mandamus Ct.
_ TUHORSE PUMP f � `.
WATER INFORMATION Flow: 32 GPM Tigard , Oregon 97223
@ 65 PSIr
EXTENDED COVERAGE HEAD SPACING REQUIREMENTS Install NFPA 13D
FIRE SPRINKLER
3 MAXIMUM MAXIMUM MINIMUM DISTANCE MAXIMUM DEFLECTOR MINIMUM DISTANCE AOMUM L (SEP)
LEVEL CALCULATIONS HEAD SPACING HEAD COVERAGE BETWEEN HEADS DISTANCE- BOJ FROM WALL FROM WALL (SEP)
SYSTEM
" 0 _ - r '� . < k RESIDENTIAL / SEMI-RECESSED PIPE SIZE BASED ON CALC (ASHBRK) 20'X20' 400 SQ FT 8'-0" PENDENT 0'-4" 10'-0"
3 ) )
eck _ E 4 6 8 10 12 14 16 18 RESIDENTIAL / SEMI-RECESSED PIPE SIZE BASED ON CALC (ASHBRKSVd) 6'X18' 288 SQ T 8'-0" PENDENT 0'-4" 0'-0" ( ?
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OFFICE COPY
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STRAPS ATTACHED TO THE -- _ _ _. - _
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