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Q \\ \ Residual - 94 psi s �_g.
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Q GENERAL NOTES SYSTEM DESIGN gl
6 w 1. SYSTEM DESIGNED AND INSTALLED PER NFPA-13, 2010 Ed.
System Design to be per NFPA #13 2010 Edition
> 2. HANGERS SHALL BE PER NFPA-13, UL USTED AND/OR FM APPROVED New Building Additions �i
3. SCHEDULE 40 PIPE TO BE USED FOR THREADED FITTINGS. Dry Pipe Fire Sprinkler System
U) 4. SCHEDULE 10 or 7 PIPE TO BE USED WITH GROOVED FITTINGS n
cr 5. ALL WIRING, PAINTING AND PATCHING BY OTHERS
6. MAIN DRAINS, AUXILLARY DRAINS AND INSPECTOR'S TESTS ARE TO BE Class III Commodities Palletized to a Maximum of 22 ft. High /61.- .
? PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA-13
F- NFPA Fig. 14,2.4.2 Utilize 286 Sprinklers.
0 7 WITH CONTROL
SWITCHES (WIRING BY OTHERS) INDICATING TYPE Density ,214 gpm/sq.ft, a 2000 sq. ft, \ 6
8. ALL OUTLETS FROM MAINS ARE WELDED UNLESS NOTED. NFPA Fig. 14.2.4.3 (�
J 9. RIGID COUPUNGS SHALL BE INSTALED ON ALL GROOVED UNES UNU�S NOTED. Increase Density for 22 ft. High Storage = .24gpm/sq.ft.
< 10. SPRINKLER SYSTEMS WILL BE MONITORED BY AN OFF-SITE CENTRAL Increase Area of 0 eratlon 30% for Dry Pipe Systems
STATION INCLUDING FLOW SWITCHES do TAMPER SWITCHES ON CONTROL VALVES. (BY OTHERS) —i
11. BRANCH UNE HANGERS TO BE LESS THAN 6" FROM TOP OF PIPE TO ATTACHMENT POINT UNLESS NOTED. Final Design Density .24 gpm/sq.ft. a 2600 sq.ft. Q
plus 500 gpm for Hose Streams. 3
Maximum Coverage per Sprinkler = 130 sq.ft. U1 C
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Denotes 4 Way Earth Quake Brace ■J cn in :N4 I -
Denotes Lateral Earth Quake Brace < rn ca a 0)c:0 OCNI- 2r` I- fA
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1 Denotes Lonitudlnal Earth Quake Brace
BA Denotes Bottom of Joist to Center of Pipe AUTOMATIC
to Center of Plpe.
FIRE PROTECTION
0,1) e° SYSTEMS, INC.
11 16 /Za 13 * *-41",*---- -„,..i. k ,
CITY OF TIGARD ' `,!s
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Approved.,..: ��
Conditionally Approved...".„".,...,[ ] a o
See Lotter to:Follow_...... [ I o [) }Ad'=s Permit IS. ..via
Ad. .. ;, 011 Ili'i i.0,70 .s`
By . 11, Date: 11111 A'Re P R O�GC)
Approved plans 19435 SW 129th AVENUE
Co shall be on job site. TUALATIN, OR 97062
(503) 692-9284
ch
FAX: (503) 692-1186
OFFICE COPY OR CCB# 0067534
WA CCB# AFPSYI.091BZ
6' D.I.
( T) New 19,752 Sq, Ft. Addition DrArn . '
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92 ft, `
•1- DRAWN BY: R.Berry
F,11. WOMER & ASSOCIATES INC./ CREIGHTON ENGINEERING i DATE: 7-8-2013
FIRE PROTECTION CONSULTING ENGINEERS
' (§22T AHJ: City of Tigard
Project: Hunziker Building Addition - AFPS # 13089
This stomp implies that the designing agency has submitted the plans and
(44k, • .
required supporting calculations for professional review and the drawings and
calculations are found to be in signiflcont compliance with NFPA standards,
speciflcaily NFPA 13R, 2010 edition, subject to the August 13, 2013 review letter SHEET:
- - - - - - issued by this office. The review con be considered comprehensive only to the r n _extent of the data supplied to the reviewer. I-�
AFP. PROJECT #: 13089
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To -Brace Seismic Calculations Tot-E r c Seismic Calculations rat i' Calculations
AFP Ste,Inc AFis{Sys Systems, APP Systems, s
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I" t i it : idditiiotr.: - A Hunziker ,BU., dditiorf< - .Hun l#11#IGI_
Project
Address: d# �• 39435 Address: mgRdditreut __._.._ 35 Ave.
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Tualatin.t 97062 # Tualatin. 9 g
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Brace Information 'Tosco Brace Components Brace Information Tolco Brace Components
Brace Information `I co Brace Components S � ° a _ J
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Maximum spacing " tilnt WNW Lod " Mice Component'It F Nutt A Lad Tolc F ,,,Nuii>nl Number
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. } 3 m Ids(64 kg) ?: r F13 1007 Ws 5T kg) �KUN rW tit w - e N 5 Jki Oi 173
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lasommt{7f ii1� �7 + S _......._ �. 4iR :., 1 8� :. (64.'9) ONO* f e"P.131�F......... ........r F :1.00.k (36 i : litemmMm Length` ..-..!.. ........,.,._..,.,........ 'ALe.lart. .. -Af.: y Z � N N N a >K J
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" Fl 909,No-Threao Swivel 1745 ibs(792 t 1 ig909 No-Thread 1 E1}7 Bbhs X457 k ) _ Fig 9p9 No-Thread'swivel 1007 tbs(457 kg) W�a �-W =aq W P 5 M 4¢ il 0
Bracing Materiel 1 Sdo.4(1 1 ecrng Mrteriat 1 Sth 4() Bracing Material 1 Sch.40 k�t�&�' < qg�� 4 t3 q �' X �'
s _ -. 1? wcol�.`. l�... s "{��{ Based :CONCENTRIC 30 y■_ *Cal t1 on CONCENTRIC .7fi r p� a`rN'+� a- w
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'f f'lo�.TfteSe caRx orrs are tier Talao c�lreipo[xt*ts qtly.tlse+of n►Y': -. !' f+ktEC TfwMse s are do�r'raksa vhtll Use of any 'Flea lilofa:IlReaa are fforToloo aampoe Ott Duly.flee al at Y „ 5 _ W J H „ g _
dlt� Molds il►ese t Sores arld the,,,. of a ti comer-. ..' v�iekc t�rese stud tore .ai the' a +er coeds#ries�e.celC s:or+d ate ,;..of e W N py( {�
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Least)ad.of 0A4Z `(11 Mm) Lem Rsti.bf o 42"(11 mrn
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Assembly Detail
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Assembly
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Max Horizontal Load 1604 tbs(728 Fi Mu Horizontal Lauri
925 .420 i:gl NO-THREAD 5W[ I .SWAY Max titmkt Load 926 tbsd k9)
BRACE ATTACHMENT
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Force Factor(CO 03 Force Factor(Cp) 0'3 N ., Force Factor(Cp)
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Fastener Information Fie`tiGe Fastener Information Fastener Information P � � ! N _ V -ag
(j Fastener NFPA Type C Fastener Orientation RVFPA Type t3 � Fastener Orientation NFPA T. A "` Q• 1$; 0 s .4 q E t, P w r.....11.
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1745 lbs(792 31 S Ibs 143 3 ,e,prde./..
14 sirs ta57 k j w a; r 8 2�►s
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Lu Braced Pipe:4"Sch.7 Steel Pipe Load information Braced s ;"sclr.t Meet type Load Iniorrnation Braced Pipe: "szn.t 3tee1 Pipe Load Information i of
Size and Type of Pipe ?bull Length! 'Total Calculated Load Size and Typo of Pipe Total Langton Total Calculated Load Se and type of Pipe #belt Length lbtal Calculated Load J
O 4"Sch.T Steel Pipe(10t,6.two) 40 ft(122#n) 220 Ibs(103 kg) 4"Sail Steel Pipe(101.5 nm) 9ft(2 7 n) 51 lbs(23-kgi) 4"Sch 7 Steel Pipe(101.6 rent) wit 1f5 3 m) 338 be(IS4:1 o
I— �.7 Steel tripe(50-8 min) (120.4 m) 786 Ibs(357 kg) 3Ch.7 Sigel lope(SQ B mm) 98-511(90 m); 198 R {89 kg)
1"Sch.40 Steel Pipe(25.4 mm) 22f1(6.7 m) 23 ibs(10 kg) 1"Sch.40 Steal Pipe(25.4 mm) SR(1.5 m) 5 be(2 kg)
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— Percentage added for Firings and Sprinklers 15% 155 Ms(70.31 kg) Percentage added for fillings and Sprinklers 15% 36 bs(17.24 kg) Percentage added for tangs and Sprhdders 15% 51 as(23_13 kg) a. _
Total Adjusted Load of aril pipe wtt$n Zona of Influence 1190 lb.(540 kg) Total Adjusted Load of an pipe within Zone of influence 290 bs(132 kg) Tots)Adjusted Load of ail pipe within Zona of influence 390 bs(177 kg)
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C-CLAMP WITH 2" Min. Embed
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COnc, 1 1/4 SCH.40 PIPE for 6 1 1/4 SCH.40 PIPE for 6 BEM
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AUTOMATIC
o L 4 FIRE PROTECTION
jr ra SYSTEMS INC.
j :::tm: s:ew
• Sammy Screw Sidewinder ,,
Riser Mount No.12, 440 lb. Wire
Air Compressor '— --z,
115v, 1 hp 1 ph. � ALL THREAD R❑D
p , p , 12.4 Amp ALL THREAD ROD
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PIPE RING c a 1 lr�
PIPE RING
ii 7 Wire located within 24' of o
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f Hanger w/ Surge restrainer or SYSTEMS h S rinkler run rod tight to top of pipe. o
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Room Detail
The End Sprinkler on a line shall be restrained 19435 SW 129th AVENUE TUALATIN, OR 97062
S S Han e r Detail S W Hanger Detail against excessive vertical and lateral Movement. (503) 692-9284
gFAX: (503) 692-1186
GST 20 for Pipe 1- 2 1/2" SWG 20 for Pipe 1- 2 1/2' OR CCB# 0067534
SWG 25-380 for Pipe 3'- 4" Wire Restraint Not Required Where Hanger Attachment WA CCB# AFPSYI*091BZ
Point is Less Than 6'. '
BRANCH LINE RESTRAINT DRAWN BY: R.Berry
WOMER & ASSOCIATES INC./ CREIGHTON ENGINEERING DATE: 7-8-2013
FIRE PROTECTION CONSULTING ENGINEERS
AHJ: City of Tigard
\ \ Project: Hunziker Building Addition — AFPS 13089
This stamp implies that the designing agency has submitted the plane and '
required supporting calculations for professional review and the drowtnga and
calculations are found to be in significant Compliance with NFPA standards, SHEET:
specifically NFPA 13R, 2010 edition. subject to the August 13, 2013 review letter
-
issued by this office. The review can be considered comprehenatve only to the
extent of the data supplied to the reviewer. F P 3 o f 3
\..., AFP. PROJECT #: 13089