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Plans (7) PS2015 00027 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY TOR1 U. RECrvE LL Z 4 WAY O C+ 6 2015 SWAYBRACE FEBTY OF T+v+ +GAR W B +LD+NG Dsr N FLEX COUPLING O RETAINING ui cn STRAPLOCKING THREAD a o Z V p ocn 7A CONNECTION a J oT W 2 TEST & DRAIN m a - w �A CONCRETE DECK HILTI TZ WEDGE ANCHORS W/PSI GUAGE & PSI RELIEF VALVE J d. a PRESSURE GAUGE c o BEAM CLAMP a d < ° q d 'O .44 V e 4 i N a a d d. v'4. / I \ ELECTRIC BELL o _ (WIRING BY OTHERS) ~ ROD COUPLING 4" FLOW SWITCH-� PIPE ROD !� NO LOCK = SPARE HEAD BOX SIZE DIA. NUT REQ'D ALL THREAD ROD I" TO 4" 3/8" VIEW A-A z PIPE ROD 6" TO 8" 1/2" ALL THREAD ROD ADJUSTABLE SIZE DIA. RING HANGER Z I" TO 4" 3/8" LnLn r w PIPE 611 1/2" 4" BUTTERFLY VA. PIPE W/TAMPER SW. _ p PIPE RING HANGER (WIRING BY OTHERS) M cn FLEX COUPLING C11- Q BEAM CLAMP HANGER DRI LED ANCHOR HANGER 4" CHECK VALVE NTS NTS FLEX COUPLING �I�l � ^-`� z � 6 X 4 REDUCING----_______, �'C= M GROOVED COUPLINGcn uj A.F.P. POINT OF o x L° C) CONNECTION BOR FINISHED FLOOR f - '� U w z N N (n O M W Ln 6" I.B.R. FIRE 4" I.B.R. F.D.C. n U.G. LINE �U.G. LINE I 0 Q - - NOTE: UNDERGROUND INSTALLED o SW EAGLEWOOD BY OTHER CONTRACTOR. SRC EXISTING 6" CITY WATER MAIN THRUST BLOCK ---- - -- - - -- -- - �- - -- ----- - -- -- -- � PER N.F.P.A. 24. ry rY UG3 I WATER FLOW INFO: RISER DETAIL 0_ W STATIC PRESSURE:I 95 PSI RESIDUAL PRESSURE: 78 PSI NTS W W U- U UG2 OBSERVED FLOW: 1480 GPM /1 = TEST DATE: 2.11.15 0 8:00 AM V) ~ 6" DDCA IN VAULT DESIGN NOTES INFORMATION PROVIDED BY: CITY OF TIGARD GENERAL NOTES W w J � 1 ALL UNDERGROUND WORK BY OTHERS REMOTE AREA #1 - MULTI-PURPOSE ROOM. 01. SEE THE FIRE PROTECTION EQUIPMENT DATA FOR APPLICABLE MATERIALS 09. IT SHALL BE THE RESPONSIBILTY OF OTHERS TO PROVIDE ADEQUATE 0 O CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF AND EQUIPMENT INSTALLED UNDER THIS CONTRACT HEAT THROUGHOUT THE FACILITY WHERE WET PIPE SPRINKLER SYSTEMS ARE M N .10/1,500 SQ. FT.. USING Q.R. UPRIGHT HEADS 5.6 K-FACT. 02. ALL MATERIALS, DEVICES, AND HANGERS INSTALLED UNDER THIS CONTRACT SHALL BE PRESENT, TO PREVENT FREEZING OF SPRINKLER SYSTEM COMPONENTS (MIN 40-F) 0 1 REMOTE AREA 2 - CLASS ROOM 7 & ART STUDIO UL LISTED AND/OR FACTORY MUTUAL APPROVED 10. ALL NEW SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT SHALL BE ^' # HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL APPLICABLE NFPA a V Q , , I CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF 03. ALL MATERIALS, DEVICES, AND HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH ENGINEERING STANDARDS AND STATE AND LOCAL CODES U z THEIR LISTINGS AND APPLICABLE NFPA ENGINEERING STANDARDS T .10/900 SQ. FT.. DESIGN AREA REDUCTION FOR Q.R. SPRINKLER 11. UNLESS SPECIFICALLY NOTED OTHERWISE MAXIMUM STORAGE SHALL 13E 12'-0" z zv� z 1 HEADS PER NEPA 13 (2013) 11.2.3.2.3.1 04. UNDER THIS CONTRACT AFP SYSTEMS INC. SHALL BEGIN ITS WORK 1'-0" U) ABOVE THE FINISHED FLOOR. 12. PAINTING OF FIRE PROTECTION PIPING IS NOT PART OF THIS CONTRACT p 1 REMOTE AREA 13 - CLASS ROOM 2, 3 & 4 13. FIRE EXTINGUISHERS AND CABINETS ARE NOT PART OF THIS CONTRACT Lli �0 1 CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY OF 05. ALL EXTERIOR UNDERGROUND PIPING, VALVES, ETC. SHALL BE O 1 .10/900 SQ. FT.. DESIGN AREA REDUCTION FOR Q.R. SPRINKLER INSTALLED, TESTED, AND FLUSHED IN ACCORDANCE WITH NFPA 13 AND '4. FIRE PROTECTION PIPING IDENTIFICATION IS NOT PART OF THIS CONTRACT HEADS PER NFPA 13 (2013) 11.2.3.2.3.1 NFPA 24 REQUIREMENTS, AND ALL APPLICABLE STATE AND LOCAL CODES BY 15. PROTECTION OF ELECTRICAL DEVICES, SUCH AS CIRCUIT 2 r^ V) - LLJM 1 THE INSTALLING CONTRACTOR (OTHERS) BREAKER PANELS FROM WATER DISCHARGE, SHALL BE BY OTHERS O O O Q 1 REMOTE AREA #4 - POOL AREA 06. THE INSTALLING CONTRACTOR OF ALL SUCH UNDERGROUND PIPING SHALL CALCULATED FOR LIGHT HAZARD OCCUPANCY AT A DENSITY Of I6. ALL REQUIRED KNOX BOXES SHALL BE PROVIDED AND INSTALLED BY OTHERS 0 I PROVIDE THE CONTRACTORS MATERIALS AND TEST CERTIFICATES TO AFP SYSTEMS - M Z I UGH .10/1,500 SQ. FT.. USING Q.R. UPRIGHT HEADS 5.6 K-FACT. PRIOR TO CONNECTION TO ANY ABOVEGROUND PIPING SYSTEMS. 17. ALL REQUIRED INTERIOR/EXTERIOR SIGNAGE SHALL BE PROVIDED AND I- ` ' SPACING 15' X 15' MAXIMUM 225 SQ. FT. PER HEAD INSTALLED BY OTHERS. 6„ NEW FIRE LINE (D.I.) s„ NEW FIRE LINE (D.I.) 07. ANY AND ALL ELECTRICAL AND/OR ALARM WIRING, CONNECTIONS AND TERMINATIONS W - - ---- - -- - - - - - - - -- - --- - - --- NONCOMBUSTIBLE OBSTRUCTED AND UNOBSTRUCTED CONSTRUCTION Q r-------------------------------- --- - -- --- ------ -- - - -- - - - - - - - SHALL BE BY OTHERS 18. ANY AND ALL ADDITIONAL HORN OR HORN AND STROBE DEVICES, OTHER W W _ g r „ THAN SHOWN, SHALL BE PROVIDED AND INSTALLED BY OTHERS. O O 4 NEW F.D.C. LINE (D.I.) I 08. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER TO PROVIDE, INSTALL AND C 1 1 MAINTAIN AN APPROVED MONITORING SYSTEM OF ALL FIRE PROTECTION SYSTEM n, G 1 LTJ I ELECTRICAL COMPONENTS AND/OR ANY OTHER COMPONENTS AS REQUIRED BY THE JOB SPECIFIC NOTES: W UG1 �. I 1 AUTHORITY HAVING JURISDICTION = NOTE: A.F.P. SYSTEMS STARTING 1. ALL WORK TO BE IN ACCORDANCE WITH NEPA #13 AUTOMATIC Ln BOR \S�� �. POINT OF WORK IS AT FLANGE 1 I AND THE CITY OF TIGARD CODES AND STANDARDS. -0„ A.F.F. 1 2. ALL PIPING 1"TO BE BLACK SCHEDULE CITY � o� Ga _ ��� 1 1 I 3. ALOL STEEL.PIPING14" TO BE BLACK SCHEDULE 10 STEEL. REvrEwED FOR CODE COMPLY-AN FIRE PROTECTION Q� L. A z � I I 4 SCHEDULEALL 71 STEED LARGER TO BE BLACK PProved: U 1 1 5 ALL FITTINGS TO BE WELDED, GROOVED, OR OTC: f l SYSTEMS, INC. SCREWEz 1 1 6. EARTH-QUAKE BRACING TO BE PER NFPA #13. Permit 3. 7. ALL SPRINKLER HEADS TO BE QUICK-RESPONSE 0 1 I TYPE. Address: :n 1 1 8. NOTE ALL OUTLET ON HEAD FITTING TO BE 1" WITH Suite Q I 1"X4" BUSHINGS. $y; Date: R tp 1 G� OFFICE COPY '`' N � o I ( a SYSTEMS 01 Lli W �o ry nn .� �6 PROFS ,RF PLn R p c Ell ( 1 54330PE r 19435 SW 129th AVENUE �OREGON TUA503) 692-9284 100N o 90 y13,N g�` FAX: (503) 692-1186 ( 1 b f WA CCB#AFPSYI*096BZ 1 Explr s. CA936000 IZ IIS 11 II 1 I DRAWN BY: KEN MOLINARI II CHECKED BY: II 11 1 1 DATE: 2/17/15 II 11 I I F.D.C. _- --4„ NEW F.D.C. (D.I.) - - - - - J 1 NEW HYDRANT ��� I PROJECT: 6 NEW FIRE LINE (D.I.) - -- - - - -- - -- -- -- -- - - - - - - -- -- - - - - - - - - -- J AFP. PROJECT#: 15011 TITLE: SC,� \ FIRE PROTECTION PLAN S� . U . G . GTE ERE PPING PMET COMMUNITY CENTER SCALE: 1 /16 71 = V - 0 0" NORTH -� SHEET: FP =l REV:GGT � APo N . T. S. NORTH 1 of 4 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY O U.Z 1 2 3 4 5 6 7 8 9 ( 0 ) W Mw U) I I I I I I I I I 0 Q Q Z us Q O O ROOF 2 1/2' MAIN m d a _ _ - _ T " - - 126'-8 J a Q N 0 N I I I I 1 1/4' BRANCH LINE I I I z "2 M I I I 1 1 4' 1 RANCH LINE I TYCO TY-IRB BRASS UPRIGHT �7_ UL CLASSROOM 4 UL CLASSROOM 3 UL CLASSROOM 2 WORKROOM MEETING SCIENCE LAB TY3131 5.i K-FACTOR 155' IL 211 214 I I 213 212 I I L 211 J 210 I I TYCO TY-FRB CHROME PENDE I I l � TY3231 5.6 K-FACTOR 155' I Q ui u-; 02 TO SLAB O Y I I I TO CONC 113'-4" I � I I 2 1/2' MAIN I I I 3 1 1/4' BRANCH LINE I I I I _ W LLL _I N a LL CLASSROOM 5 LL CLASSROOM 4 I LL CLASSROOM 3 LL CLASSROOM 2 l iLL CLASSROOM 1 COUNSELING/ADMIN TYCO 1Y-FRB CHROME PENDENT LUNCHROOM KITCHEN 126 125 J I 124 123 I I 122 L<121 TY3231 5.6 K-FACTOR 155' L 1119 118 N N 0 I I I I I z � 01 TO SLAB � > m 1001-01, o N -lo III- I I , I I-III- I -r I I , III-I I I I I -III-rI I I� III , ( -III- I I I I I „ III- I I I I __J Y o 0 „ � m ME z W J N � Q BULDNG SECT Oil DETAL 1 / FP - 4 � � J M m 2 J 0 4 8 W I I I I IF- r F�- H CJ SCALE 1/8"=1'-ON W _ Z R __J " W Do � Q '7 Ln Tol-Brace Seismic Calculations Tol-Brace Seismic Calculations Tol-Brace Seismic Calculations (n AFP Systems AFP Systems AFP Systems Project Address: MET Community Center 00 Project Address: MET Community Center / Project Address: MET Community Center , 1 12935 SW 129th Ave. 1 12935 SW 129th Ave. 1 12935 SW 129th Ave. LL Tualatin,OR 97062 COOPER B-Line (DTOLCO Tualatin,OR 97062 COOPER B-Llne ®TOLCD Tualatin,OR 97062 COOPER B-Line (DTOLCO 10330 SW Scholls Ferry Rd. 10330 SW Scholls Ferry Rd. 10330 SW Scholls Ferry Rd. Q 503.692.9284 503.692.9284 503.692.9284 0.00 li Tigard,OR CCB 0067534 Tigard,OR CCB 0067534 Tigard,OR CCB 0067534 `r O Job#15011 Calculations based on 2013 NFPA Pamphlet#13 Job#15011 Calculations based on 2013 NFPA Pamphlet#13 Job#15011 Calculations based on 2013 NFPA Pamphlet#13 Z 0 Brace Information Tolco Brace Components Brace Information Tolco Brace Components Brace Information Tolco Brace Components � Maximum Spacing 21'6"(6.55 m) Tolco Component Fig. Number Adjusted Load Maximum Spacing 40'0"(12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Spacing 30'0"(9.14 m) Tolco Component Fig. Number Adjusted Load ( 21 ) rAr' LdMaximum Brace Length TO"(2.13 m) FigALA(Lat)Clamp 500 lbs(227 kg) Maximum Brace Length 7'0"(2.13 m) FigALA(Long)Clamp 500 lbs(227 kg) Maximum Brace Length TO"(2.13 m) Fig.4LA(Lat)Clamp 500 lbs(227 kg) Li. UJ Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) W W U. `Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading M � � Angle from Vertical 30°Min. Angle from Vertical 30°Min. Angle from Vertical 30°Min. ` Please Note:These calculations are for Tolco components only.Use of any 'Please Note:These calculations are for Tolco components only.Use of any - - Please Note:These calculations are for Tolco components only.Use of any = other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. \ / Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42"(11 mm) \ J Assembly Detail Assembly Detail Assembly Detail \ / ( 20 ) W W J L/R Value 200 .aNEI«co no EEE - LIR Value 200 BR.cEATT.oNN LIR Value 200 \ / Max Horizontal Load 926 lbs(420 kg) ..R a:T,WAY Max Horizontal Load 926 lbs(420 kg) .ONE roLcoRo.:e..-.. Max Horizontal Load 926 lbs(420 kg) ` \ \ O co O O 5 BAACEAT A'C'1X NT O 5 0.5 _ \ BW lOLS1SWAY W Force Factor(Cp) [� Force Factor(Cp) Force Factor(CP) B.NEITOLooROEEE I LINUENj TO 4 __-_ .. UNVERSAL BWAY \ / BUNUMrvEORLL SWEABYB BRACE ATj,CAM Al NT �el BRUCEATTACHMENT - . BRACEATTACNY[NT ®eel ®of . O Q Fastener Information Fastener Information Fastener Information BR.CERPE. \ ' z Z ~ BRACE RPE / Z Fastener Orientation NFPA Type A BRA=ERPF Fastener Orientation NFPA Type A Fastener Orientation NFPA Type A / \ \ \ V J■ BLNE TOLCO-S TLA RUNE O rq 4A.. \ / �N-INE-SWAY�1• IEATT SAT O BRACE ATTACHAENT S Q Maximum Load 1007 lbs(457 kg) B.,NE,T«cono,L,, Maximum Load 1007 lbs(457 kg) Maximum Load 397 lbs(180 kg) BRACEATT N \ W ERASE Ti's wE�.. / �"��-..-l.E, Diameter N/A Qy9ii Diameter N/A ml ��G►� Diameter 1/2in. mI Length N/A Length N/A Length 3-1/4in. STORAGE \/ O O 0 � Type Fig.825 Type Fig.825 Type Wedge Anchor(3000 psi Normal Weight Cracked Concrete) U � U [Brace on Plans Lat.1 Mult-Pur. Brace Identification on Plans Long.1 Mult-Pur Brace Identification on Plans Lat.2 Kinder-Preschool areas z L ~ CO \\\ Orientation of Brace Lateral Orientation of Brace Longitudinal Orientation of Brace Lateral LU QBraced Pipe:2.5"Sch.7 Steel Pipe Load Information Braced Pipe:2.5"Sch.7 Steel Pipe Load Information Braced Pipe:2.5"Sch.7 Steel Pipe Load Information / eW 00 CW Q V� Size and Type of Pipe Total Length Total Calculated Load Size and Type of Pipe Total Length =Total Calculated Load Size and Type of Pipe Total Length Total Calculated Load W 2.5"Sch.7 Steel Pipe(63.5 mm) 21.5ft(6.6 m) 57 lbs(26 kg) 2.5"Sch.7 Steel Pipe(63.5 mm) 40ft(12.2 m) 106 lbs(48 kg) 2.5"Sch.7 Steel Pipe(63.5 mm) 30ft(9.1 m) 79 lbs(36 kg) = 1.5"Sch.7 Steel Pipe(38.1 mm) 172.5ft(52.6 m) 247 Itis(112 kg) 1.25"Sch.10 Steel Pipe(31.75 mm) 162ft(49.4 m) 204 lbs(93 kg) STAIR 2 AUTOMATIC (n 1"Sch.7 Steel Pipe(25.4 mm) 5ft(1.5 m) 3 lbs(1 kg) 1"Sch.40 Steel Pipe(25.4 mm) 33ft(10.1 m) 34 Itis(15 kg) \° - r �' - --- FIRE PROTECTION z MACHINE w�� oN� - ? ' SYSTEMS INC. o m z Percentage added for Fittings and Sprinklers 15% 46 lbs(20.87 kg) Percentage added for Fittings and Sprinklers 15% 16 lbs(7.26 kg) Percentage added for Fittings and Sprinklers 15% 48 Itis(21.77 kg) F� •��1`J%�'^- 00 Total Adjusted Load of all pipe within Zone of Influence 353 lbs(160 kg) Total Adjusted Load of all pipe within Zone of Influence 122 lbs(55 kg) Total Adjusted Load of all pipe within Zone of Influence 365 lbs(166 kg) h ELEV frol-Brace Version 7) (Tol-Brace Version 71 (Tol-Brace Version 71 ...IIIo (n 4 0. Q Q ❑ ____ tP CORRIDOR c ------ - - ------ - Tol-Brace Seismic Calculations Tol-Brace Seismic Calculations Tol-Brace Seismic Calculations a SYSTEMS v W AFP Systems AFP Systems AFP Systems j Z Pro ect Address: MET Community Center , Project Address: MET Community Center / Pro ect Address: MET Community Center / ELEC W 1 12935 SW 129th Ave. 1 12935 SW 129th Ave. 1 12935 SW 129th Ave. � Tualatin,OR 97062 COOPER B-Line I (tTOLCD Tualatin,OR 97062 COOPER B-Line I tTOLCO Tualatin,OR 97062 COOPER B-Line (tTOLCID JANITOR 10330 SW Scholls Ferry Rd. 10330 SW Scholls Ferry Rd. 10330 SW Scholls Ferry Rd. g F PR O 503.692.9284 503.692.9284 503.692.9284 CCB 0067534 CCB 0067534 CCB 0067534 ----- ------------------------ - ------ Tigard,OR Tigard,OR Tigard,OR 0 Job#15011 Calculations based on 2013 NFPA Pamphlet#13 Job#15011 Calculations based on 2013 NFPA Pamphlet#13 Job#15011 Calculations based on 2013 NFPA Pamphlet#13 - 19435 SW 129th AVENUE TUALATIN, OREGON J Brace Information Tolco Brace Components Brace Information Tolco Brace Components Brace Information Tolco Brace Components (503) 692-9284 Q FAX: (503) 692-1186 Maximum Spacing 20'0"(6.1 m) Tolco Component Fig. Number Adjusted Load Maximum Spacing 40'0"(12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Spacing 60'0"(18.29 m) Tolco Component Fig. Number Adjusted Load a Fi 4LA(Lat)Clam 500 lbs(227 k Fi 4LA Lon Clam 500 lbs 227 k Fi 4L Clam 1007 lbs(457 k ) / OR CCB# 0067534 Maximum Brace Length 7'0"(2.13 m) 9 P g) Maximum Brace Length 7'0"(2.13 m) 9 (Long) P ( g) Maximum Brace Length 7'0"(2.13 m) 9 P 9 ❑ ❑ � � WA CCB#AFPSYI 096BZ Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) Bracing Material Y Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 los(627 kg) 2 ' DATA / CA936000 `Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading 'Calculation Based on CONCENTRIC Loading Angle from Vertical 30°Min. Angle from Vertical 30°Min. Angle from Vertical 30°Min. ` \ r 'Please Note:These calculations are for Tolco components only.Use of any 'Please Note:These calculations are for Tolco components only.Use of any 'Please Note:These calculations are for Tolco components only.Use of any \ / other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) 0.42" 11 mm � \ Least Rad.of Gyration ( ) Least Rad.of Gyration 0.42"(11 mm) \ Assembly Detail Assembly Detail Assembly Detail / L/R Value 200 L/R Value 200 L/R Value 200 B.LNE TowoRcnn TOLCO FIG.98 Max Horizontal Load 926 lbs(420 kg) Max Horizontal Load 926 lbs(420 kg) ER.D:a,'2N:EH; Max Horizontal Load 926 lbs(420 kg) UNIVERSAL SWAY BRACE DRAWN BY: KEN MOLINARI � -- ATTACHMENT �A::cHMEw1 ( O / Force Factor(Cp) 0.5 BRA Ude; Force Factor(Cp) 0.5 F Force Factor(Cp) 0.5 STEEL PIPE- /' BBR:ci:iB"ACN:Ewi BwcEVERALEWN Qe�,_ LATERAL BRACE / B-uNE owo RO Em _ POOL EQUIP uN VET71 SE Fastener Information ®ee' ST CHECKED BY: Fastener Information Fastener Information / 2/17/15 BRA[F RPF. Fastener Orientation NFPA Type A Fastener Orientation NFPA Type A j Fastener Orientation NFPA Type A PIPE CLAMP MP FORFIG o \ \ DATE: j' SWAY BRACING Maximum Load 1007 lbs(457 kg) B..cE«�^cNM`ry., Maximum Load 1007 lbs(457 kg) BBRACE "'T°a"" Maximum Load 245 lbs(111 kg) AR Diameter y f�` Diameter © Diameter t N/A /%V N/A 1/tin. 0 0 P. 1 - - - - - ° ,- - - -- Ea PR� :� PROJECT: Length N/A /I 0v Length N/A Length 3-1/4in. �G� < Type Fig.825 Type Fig.825 Type Wedge Anchor(3000 psi Lightweight Cracked Concrete) �yGIN ��• Brace Identification on Plans Lat.2 Pool Brace Identification on Plans Long.2 Pool Brace Identification on Plans Long.3 Kinder-Preschool areas I �`p ;;5. AFP. PROJECT M 15011 54330PE 5° Orientation of Brace Lateral Orientation of Brace Longitudinal Orientation of Brace Longitudinal Braced Pipe:2.5"Sch.7 Steel Pipe Load Information Braced Pipe:2.5"Sch.7 Steel Pipe Load Information Braced Pipe:2.5"Sch.7 Steel Pipe Load Information I OREGON Size and Type of Pipe Total Length Total Calculated Load Size and Type of Pipe Total Length Total Calculated Load Size and Type of Pipe Total Length Total Calculated Load I ®eVG�yy3 � 2.5"Sch.7 Steel Pipe(63.5 mm) 20ft(6.1 m) 53 lbs(24 kg) 2.5"Sch.7 Steel Pipe(63.5 mm) 40ft(12.2 m) 106 lbs(48 kg) 2.5"Sch.7 Steel Pipe(63.5 mm) 6011(18.3 m) 159 lbs(72 kg) C TITLE: 1.25"Sch.10 Steel Pipe(31.75 mm) 170ft(51.8 m) 214 lbs(97 kg) pjt,, - FIRE PROTECTION PLAN ( 30 ) Percentage added for Fittings and Sprinklers 15% 40 lbs(18.14 kg) Percentage added for Fittings and Sprinklers 15% 16 lbs(7.26 kg) Percentage added for Fittings and Sprinklers 15% 24 lbs(10.89 kg) Total Adjusted Load of all pipe within Zone of Influence 307 lbs(139 kg) Total Adjusted Load of all pipe within Zone of Influence 122 lbs(55 kg) Total Adjusted Load of all pipe within Zone of Influence 183 lbs(83 kg) ITol-Brace Version 7) ITol-Brace Version 71 ITol-Brace Version 7) BASEMENT EIRE SPRNKLER PPNG PLAN NORTH T 1� ®R�'H SHEET: FP =2 REV: SCALE 1/8"=1'-0" 2 ®f 4 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY O U.Z Z O w ( 22 ( 21 )( 0 ) 9 ( 0 ) 8 7 6 5 4 3 2 1 Lli ) p F cn CD o / REMOTE AREA 5 KITCHEN AND STORAGE AREAS I I I I I Y F- 4 N / ORD. HAZARD GP. 2 I LUNCHROOM / COUNSELING/ADMIN I I I I Q O o c w M" 1 DENSITY .20/990 sq. ft. KITCHEN REDUCTION FOR Q.R. SPKR. HEADS STORAGE TOR STORAGE , 119 m a � PER NFPA 13 2013 11.2.3.2.3.1 116 BOR ��S�` 117 118 / - - - - - I - - - - - I — _ — _ - - - - - - - I I r --r —{— r _ � _ _ � _ _ A � co I 1 � � o I' I I I ~ 1 H5 0 52^^ 51^ I LL CLASSROOM 1 LL CLASSROOM 2 L�L CLASSROOI�II 3 LL CLASSROOM 4 LL CLASSROOM 5 ' lie x123 I I 124 I I 125 I 126 N r 4-6 9-0 8-0 10- A A L u �J - g 10' 01. 10' 0" 1 + 10' 0" I I + 10'-0" + 0'-0" + 0'-0" o a ISEE SHEET FP/2 tlt" 111 t tit 111 ^ St" ,St" 1X" 1 � o Lo IIUAC - - i 1 1)t" i co , II 1 11 un 5 I OPE4 I �ABOVE 505 + 9'- / � a � ' ' 506 - H43 H42 _-_ I 11 I ~ ~ 1j 0 1. I l I I i i LL CLASSROOM 4 LL CLASSROOM 5 z N Z H44 1 II I 1 125 1261 o o- 0-8 ' I l I I t F— w I a_ _ � � 1St" 111" 1 ,St" 111" 111" 1Sf' 1 _ U N U lj (/ m I I 7 r / '�``' .V �" 501 91"�-' �� �• 1 I ^� 1 Li �^ ILEI D I V ,., e o Q r r / 1 15I I I I ~ ~ - - - - - - - - - - - - - - - - - - - -- - - - - - - - C N E CORRIDOR _ _ g:6• ,_ _ 1_'• 1 314 1 I 1 120 I Lil m fi r, o © 214" I I J a � olm Of _ c� •� ,f,0 7 e. 214" 214" 214" 214" 214° 214" 214" 214' 214" 214" 2Ye" -7 X 214" _ x I I ¢ J - - - - - - _4 -0 6 7 0 7 7- - - • 3 9 7 9 2 9 4-2 6 7 0 8-5 3 � I - _ N - 114 ,' I J m w \ _ 0 LLi 0 - r _ (') 140 , I o 1 1 UKAG RR r- �- 7z , .D N - e _ pr OPEN I 136'1 a.; r :. 0- TO 6 r- w Z - tco 1' 1 © 1 N ABOVE o ;�f`•. j�,.. 1 Se ,1_.: v W CORRIDOR O MULTIPURPOSE 0ED r. a o ' M- 127 1 KINDERGARTEN co 109 I 0 © _ k ,` OPEN TO j�2: 1 °° _ t , 7 128 ABOVE o-a t = 1 I 1-71 s 0-6 N ELEV :gas o I 1 O�Q ' BOYS 6:;_,. 0 Q _ __•- - I of 1 -- _�-or•,=••_•' - -- -- ' ' 10'-o - t: o' 13.012 E z :r:' ® �o LOUNGE ADMIN GIRLS o `o=e 139 138 133 - " PRINCIPAL WORKROOM '1 7 - �-:o::•- 'fire. :-: _° ... - I _ Ta - 137 Lu 0 0 ,14 ° STAIR 3 ! ,-s Y�- LL 131 o , e RESTROOM W W `t 1 J 3- , = 129 OPEN ! ! ! ,. =2 _' _ EXERCISE . o U) UNISEX LOBBY �..,,:' z z / 106 107 100 ABOVE ;; ! ' 0 W W J _ o -4 ------ t M 1, _ - ------- - - Li 04 2r2 ' 12 I— CV Z I ' 1>> ' O. Z Q _ _ .113 Z •I T - VT J - - N- - cD tG Z I I o, rn 1 - - D D E H L LLJ - _0 PR SC 00 G � �, _ - � _ '� ,_ :. _ _ _ - =-- - .;.��� _ - - � - - _ - - - - - 1 , ," 130 _ LLJ 1 _ - 1 • 1 6 L�_ �J II - - : i 0-9 Ye" - S4`=` .154"-` _ 0-6 14-0 5-5 5-,5. 19,-0 ;5-$', 4�9,' i3=1 - V : ::' p o O —fu I z - U W W W V a - - - % _ - -- J' M NOTE ALL EXTERIOR CANOPIES ARE CONSTRUCTED r - _ 8 - - - ..1, - - - - •I - _ — _- 4 :.} :,T i?_:r,<; �1 OF NON COMBUSTIBLE MATERIALS. 1 6 -:'.'-' 0-4 ' PER NFPA 13 8.15.7.2 SPRINKLERS SHALL BE W I - Pir--------i tS4":_ 114 -'-,r _ 114 .-.._ ,., ,14"' _, 114':'.; t 1S4 ' • 114- ,. W --------y' I = 8"-, r 10 :,_, - 1 - : : 6=4• # o THE CANOPIES ARE CONSTRUCTED WITH MATERIALS 41 -1 - - - - - - - J THAT ARE NON-COMBUSTIBLE.SHMENrS SHOWER OWER AUTOMATIC 04 � FIRE PROTECTION 105 - I- I I I I I I I I SYSTEMS, INC. z I - I I I I I u ° 1 I I >< 3 N Ld POOL SYSTEMS 2 Ld I I I I I 102B ,, ' OPEN TO co I I I ® �,� ry I I I I I ABOVE - SRF PRo�� Ln _ 19435 SW 129th AVENUE P.3 - - - - - --� - - - I -- - ---' - - --,-ri- - -I - - - �- - -� - - �- - - -� - - ry >< 0TUALATIN, OREGON Q I I I I I I IFAX 0(503) 6928 186 - P.4 - - ORCCB# 00 67534 WA CCB# AFPSYIYI*09096BZ CA936000 P.5 - - - - - -- - - - - - - - - - - - - -- - - - X, - 7 x x x x x x - - - o ® I i I I I I I I i I I I I I ( I ° DRAWN BY: KEN MOLINARI I I I I I I I I I I I CHECKED BY: �\ ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 36 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) DATE: 2/17/15 PROJECT: AFP. PROJECT#: 15011 TITLE: FIRE PROTECTION PLAN FPST EEEE SPRNKLER RRNG P _.. ���� PR���s �� �� ��GnvFF�s'o # I Q f NORTH O R rte � 54330PE Szz l�J 1 ALJ- ,� SCALE 1/8"=1'-0" 90 �(,ORE GON / SHEET: REV: FP =3 I� i44 U LI IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY O z z O w 0 z _ p w ( 2 ) ( 21 )( 10 ) 9 0 8 7 6 5 4 3 2 1 a O Q w M.1 m a 1Y I SCIENCE LAB I I , - - - - 4 - - - - - - - - - -{- - - - - - - - - - - - - - - - - - -� - q C, o / -J�o 1"F _ I I I Ap9vvI � I I / i 1)AD 1f' 1 1 z N - � �� UL CLASSROOM 3 ' MEETI G WORKROOM UL CLASSROOM 2 I ULC SROOIV� 4 _ ,e II I� U o tyt• 263 262 261 v / 51 Uri Uri ori ori • II Ln Un Ln Ln - / co I 1 v / 1lt c t II 0 i 6-A N �? � d >- REMOTE AREA 3 CLASS ROODS 2, 3 & 4 O ° = o 0 10 1 1 266 i' 265 264 LIGHT DENSITY HAZARD 900 sq. ft. � o v v 1 / , , ' ' H• -514 ' li" 111• 1k" p REDUCTION FOR Q.R. SPKR. HEADS U (n = a ¢ a ' PER NEPA 13 2013 11.2.3.2.3.1 w N Z m m m " w MET PR I ' --I o H66 ' H65� 6 O U U U U -,- - - :�i". __ _a0-:, llf" s{,,._•-"'` � \\ �` O 1• 11 ' 1- 6 t t - -- I C7 � 1-n ° l i +9' 0" i + 10'-0" CORRID R o 7 ' w f q I J n rn n v Un o 00 co 0-4 271 1 Z ¢ N r7 cD cn 214' 2Jf ' I I O GO Li _ +''9 =A'qw 1-6 :8_ ,• UL CLASSROOM 5 N N N N • o-a I o 0 - - i �" _ - -_ •vT _ - - - OMEN - ' Lli �1 �- 4 1I� - _ 1• i K' _ 1 6 4 0 - _ _ .�' ■ u I 1-6 Vi i UL CLASSROOM 6 L� F n H86 286 H83 3 1..` o4 ELEV Q *j -o + 10,1_0 - C4J.,- mss_ B YS -_ _ GIRLS ci LIBRARY I 1-60 COMPUTER LAB , 1• I �/ ry E— o 1 - - -: - -- - - - - - - - - • - - _ 285 H82 2 /f^ H85 REMOTE AREA 11 MULTI-PURPOSE . �1, - _=._--' 'rs'. .., �_-'-• -;-.::'. ' �;':• _ • � , - ' D UL CLASSROOM 7 vJ LIGHT HAZARD o SLf - _ �.. _ X _ _ a; `� - Z Z DENSITY .10/1,500 sq. ft. 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UPRIGHTS Q D s� Lu O � ;�� a SYSTEMS - x1-6 � - - - - - - - - 0' I - - ❑ AIRF P R 19435 SW 129th AVENUE J TUALATIN, OREGON J ff (503) 692-9284 Q IT TT FAX: (503) 692-1186 - - - - - - - - OR CCB# 0067534 P.4 - - - - - - - - WA CCB#AFP YI 096BZ CA936000 P.5 - - - — - - - — - - - - - - - - - - - - - - �I DRAWN BY: KEN MOLINARI CHECKED BY: ( 41 )( 40 ) ( 39 ) ( 38 ) ( 37 ) ( 36 ) ( 35 ) ( 34 ) ( 33 ) ( 32 ) ( 31 ) ( 30 ) DATE: 2/17/15 PROJECT: AFP. PROJECT#: 15011 SECOND FLOOR EIDE SPRNKLER RRNG P NORTH TITLE: SCALE 1/8"=1'-D" FIRE PROTECTION PLAN D PROFF l Guv �P s% 5433OPE 77 ox>EGorr SHEET: FP =4 REV: C. SE• m _,_ 4 of 4