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Plans (15) F PS2O 16 - 00057 IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT -SCALE ACCORDINGLY N / Tol-Brace Seismic Calculations f Systems, / Project Address: Greenburg Apartments __ 19435 SW 129th �Li ne Tualatin,OR 97062 9550 SW Greenbur4 Rd. by E T N to O L/ t • O f Tigard,OR 503.692.9284 67534/CA:936000/ ID: N Q- Q Job a 16020til Z Calculatbns based on 2013 NFPA Pamphlet p13 p ,..7-- r Brace Information Tolco Brace Components /I . Maximum S1Z-- pacing 20'0"(6.1 m) Tolco Component Fig.Number Adjusted Load CDZ Z CD il IV Fig_1001 Clamp1386 lbs(629 k ) •• Maximum Brace Length 10 6 (3.2 m) 9- 9 1 Sch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) Bracing Material • e • *Calculation Based on CONCENTRIC Loading v\\'C -.- / Angle from Vertical b0 Min. ,_._.._--._ O I .'Please Note:These plwlations are for Tolco Compr.nerrts only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) O BUILDING #1 Assembly Detail / / \ 111.,--.. ..,,__ L/R Value 3�---- TOLCO FIG. 98l 7131bs(323 kg) �Ij�l/,'Iii Max Horizontal Load _ UNIVERSAL SWAY BRAG g ••�Q \ J ` aa`I�l Ijor Force Factor(Cp) 0.5 ATTACHMENT Al SRC /i lot STEEL PIPE �i/141! _ - _� Fastener Information 7 Fastener Orientation i__.) / D.I. '-'- 4:4 _LI L----... NFPA�pe F / � '' $ Z iv - i g8�� I _ _ gIR . $ e 16 $ is� TOLCO FIG. 1001 sa / / D•\\��` �/ Length 2-1/21n• FAST CLAMPlit g _ '2 / BU DI # TYPe Through-Bolt gi5 q � • Ili i� / /---_________ T • / Brace Identification on Plans Lat.2 r11110//� Orientation of Brace Lateral ill Iii' ! Iiigii: LiN&, I Braced Pipe:3"Sch.7 Steel Pipe Load Information �� ar I - --- . 1 / VII g21r 2 J 1 I� f - /•,,,,. ...\♦ Size and Type of Pipe Total Length Total Calculated Load ;1'.!:,,,,,.2,2!:,,::::1:::'rE:..._'!;,: < � :'I _ - _ /Q 3"Sch.7 Steei Pipe(76.2mm) 2QR{6.1 m) 72 lbs(33 kg)/ \ / \ 125'Sch.7 Steel Pipe(31.75 m0) 156ft(47.5 m) ly lbs(65 kg) ~O - N• WATER FLOW INF0: / VI ~ ` , / . 4 I '/ 1"Sch.40 Steel Pipe(25.4 mm) 27ft(82 m) 28 lbs(13 kg) Z, / B ' DI/G, STATIC PRESSURE: 78 PSI / 4 :1; / RESIDUAL PRESSURE: 73 PSI \ „OBSERVED FLOW: 446.7 PM I%/ \\ 4g 1 i >_ ITEST DATE: 2.16./ 6 `�; \`� D.I. Percentage added for Fittings and Sprinklers 15% 37 lbs(18.78 kg) s s INFORMATION PROVIDED Y: TUA -'TIN VALLEY `0� . \� ,\*N4ito Total Adjusted Load of all pipe within Zone of Influence 282 lbs(128 kg) 2S g Rol-Brace Verizon 8r c.�6 "r/ WAS R DISTRICT �% \ _ _ ilik \__ c / \ • Z6 ig ci 1 li ,a,1! k lig. vi / A/``�� / \,. Tol-Brace Seismic Calculations 19 !I t� 1 :1 lig i 11 \\LTJ , ��� \� AFP Systems,Inc. �y� �n�c 8 gR c�� �c$t \\ Pro'ect Address. 9 P 19435 SW 129th \ I Tualatin,OR 97062 y; 3 3 0:4 :. m a (n I Greenbur A artments S Lines N �� �� o gi (/) 9550 SW Greenburg Rd__ 503.692.9284 by Efri �'5 5 �R gx �gx x 1 A r` BUILDING #4� \ g QLL /� ` / \\ - - - - - • T�ard,OR OR 67534/CA:936000/1D: 0 0 8 �' S o Job#16020 Calculations based on 2013 NFPA Pamphlet 1113 o r- <41 f' ,•,, \' \\ �/ D I \ Brace Information Tolco Brace Components Z / \\ Maximum Spacing 40'0"(12.19 m) Tolco Component Fig.Number Adjusted Load Z Q \ lo'6 ) 4 _____.____.(;: 3.2 m Fig.4L Clamp 1745 lbs(792 kg) N \ Maximum Brace Length Y ( ------ ------ / \\ It 1"Sch.40 Fig.980 Universal Swivel 1745 lbs(792 kg) Bracing Material O CY "Calculation Based on CONCENTRIC Loading v w • %� _ T r _ j Angle from Vertical 60'Min.____-__________-_- _ components a _ - 'Pte are for ix (L +� / other components voids these calculations and thlisting ng or the assembly y 'j ase `� I Q Least Rad.of Gyration 0.42"(11 mm)o / ���` � � � � � 1_7( URVaIue300Assembly Detail��. TOLCO FIG.980- // 80-_ ! _ - Max Horizontal Load 713 lbs(323 kg) UNIVERSAL SWAY! / _ = BRACE ATTACHMENT 0411 DESIGN NOTES _ = Force Factor(Cp} 0.5 I - 411p ,_..._. - STEEL PIPE U G�/_ = _ _ FIRE SPRINKLER SYSTEM - NFPA 13 (2013) z p \ BUILDING #5 BUILDING #6 - Fastener Information REMOTE AREA I1 (BUILDING 1 ATTIC) - DRY SYSTEM O �` / CALCULATED FOR LIGHT HAZARD OCCUPANCY ATA DENSITY OF .10/ ENTIRE ATTIC AREA CL �Y/ r = Fastener orientation NFPATypeF USING Q.R. 4.2 K-FACT. 200 BRASS UPRIGHTS HEADS E w z TOLCO FIG.4L , MAX HEAD SPACING 10 X 12 (120 SQ. FT. PER HEAD) C.1) >- < } PIPE CLAMP FOR !: w N 480 lbs(218 kg) SWAY BRACING r ---17," Maximum Load _ Diameter ' REMOTE AREA j2 (BUILDING 1 SECOND FLOOR) - WET SYSTEM Ici z1 t M e"--7_ ," � u2in CALCULATED FOR UGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST HYDRAULICALLY DEMANDING SPRINKLERS (PER MEG. LISTING) m m 0 Length 2-1/tin, 'Li USING LFII PENDENT HEADS 4.9 K-FACT. M D Type Through-Bolt MAX HEAD SPACING 18 X 18 (324 SQ. FT. PER HEAD) (/) 'Z Brace Identification on Plans Long.2 CC (71 LLI REMOTE AREA I3 (BUILDING 1 THIRD FLOOR) - WET SYSTEM Lu w a Orientation of Brace Longitudinal CO g CALCULATED FOR UGHT HAZARD OCCUPANCY AT A DENSITY OF .10/ FOUR MOST I- Braced Pipe:3"Sch.7 Steel Pipe Load Information z IIYDRAULCALLY DEMANDING SPRINKLERS (PER MFG. LISTING) Iz m O I A P L USING Q.R. LFII HORIZONTAL SIDEWALL HEADS 4.2 K-FACT. m z J 4 G ` 1 r \ Size and Type of Pipe Tatal Length Total Calculated Load MAX HEAD SPACING 16 X 16 (256 SQ. FT. PER HEAD) cn�/ I \ ii 3"Sch.7 Steel Pipe(76.2 mm) 4011(12.2 m) 144 lbs(65 kg) w CITY OP TIGARD j REVIEWED FOR CODE COMPLTANC*' ? 1 li- �, w APP�� . i1�� �1ps�� .. :IoI� �I� � SCALE 1/8°=1'-0" cni OTCs [ 1 _ A NJ (n Permit --- y#: � GENERAL NOTES: yece I Address: I Percentage added for Fittings and Sprinklers 15%" 22 lbs(9.98 kg) * AFP SYSTEMS START @ 4" FLANGE 6" A.F.F. z Suit@#' j t - Total Adjusted Load of all pipe within Zone of Influence 165 lbs(75 kg) * ALL GROOVED PIPE TO BE MEGA-FLOW BLACK PIPE o By; *t & Date: 42-z- (tD ITol-Brace Verizon 81 (ATTIC PIPING AND ALL RISERS) Z I fi * ALL THREADED PIPE TO BE SCHEDULE 40 BLACK. Cn 0 - O * ALL PIPING IN APARTMENTS BELOW 3RD FLOOR CEILING F- TO BE CPVC U.N.O. _ PLEASE PROVIDE W * ALL GROOVED COUPLINGS TO BE RIGID U.N.O.(FC= FLEX COUP). �- Q COMPLETED NFPA 13 o 2 # Q MATERIAL AND TEST * SEE DETAILS FOR PIPE HANGERS TYPE. J F•- 0 J Et in CERTIFICATE AT • * SPRINKLERS ARE PERMITTED TO BE OMITTED AT CLOSETS Cri p a F.3- E , FINAL INSPECTION THAT ARE ARE LESS THAN 12 SQ. FT. La ? Q m pen z CI0 Et § as (n w OFFICE COPY CCO W UJ c12 0 I- Z mz W cNv ' Ce 1:1 SYMBOL TABLE W z IcZ, o n w w 22,x 0x0 � Z 0 0 W _1 Q � w � � a W � c J - GROOVED COUPLING FLEXIBLE a W V) r4 Z W o Q Q I c.) c (5 ori i- "_ .0<.8'� Q - GROOVED COUPLING RIGID U Ofio if' 4.\ - FOUR WAY EQ BRACE , TDR TWR 3" 3" o 1 - 2 WAY EQ BRACE AUTOMATIC TDR :II! 0 - FLEXIBLE GROOVED COUPLING QH - DRY PIPE VALVE W/TRIM, o1 V +OA • •Q © - 2i" FLEXIBLE GROOVED COUPLING AIR MAINTENANCE DEVICE AND FIRE PROTECTION „ PRESSURE SWITCHES / - HANGER \ I /_ O W/SUPERVISED 705VICTAULIC BUTTERFLY SWITCH�� (ELECTRICAL WIRING BY OTHERS) r f K I ( I TI `� ) 1 -_, }._.l-4/1 7- i i r r t ( i r t t - CAP S'YS'TEMS', INC. (II)_Q (ELECTRICAL WIRING BY OTHERS) (SYSTEM CAPACITY 51 GALLONS) / I O D - MI VICTAUUC 705 BUTTERFLY VALVE 0 - 10" ELECTRIC BELL •o `�' (ELECTRICAL WIRING BY OTHERS) W/SUPERVISED TAMPER SWITCH IA OD '-''•' O (ELECTRICAL WIRING BY OTHERS) O - 6 HEAD SPARE HEAD BOX1 ? 11) ( - PRESSURE GAUGE © - RISER MOUNTED COMPRESSOR II rrI II 11 1 ) I ( ) p Q - 2.1C WATER FLOW SWITCH O - AUXILIARY DRAIN ' -I L.� ) r I *��© (ELECTRICAL WIRING BY OTHERS) BLDG. 1 LJ --I - I N - PIPE STAND bi a SYSTEMS o el I'ti.th. BWR © - 1!f AFG TEST-N-DRAIN e40G; ' Q TO F.D.C. SEE PLAN °. WPRESSURE RELIEF VALVE FOR LOCATION °1:12111!. :IS: /RE PRO . I I I © A • , ,,i Ill/ I I19435 SW 129th AVENUE III/ FINISHED FLOOR - !00 T ALATIN503) 692R 92897062 MAIN DRAIN TO EXTERIOR 4 FAX: (503) 692-1186 1' A.F.P. STARTING AT 4" FLANGE -0" A.F.F. (TYPICAL) / 1 �� 0 WACCB# AFPSYI*09 OB1 82 NOTE: ALL U.G. WORK BY OTHERS /� 1 S U T \ BLDG. 4 T SCALE 1/8" 1-- R I- R S I- R D I /\ I DRAWN BY: KEN MOLINARI BLDG. 5 IBLDG. 6 . DATE: 6/10/16 N.T.S. AHJ: CITY OF TIGARD . PLAN SHEET: BUILDING#1 N.T.S. E R 0 2 ,„ ,,.. 1AFP. PROJECT #: 16020 IF THIS SHEET IS NOT 30"x42" , ITIS A REDUCED PRINT - SCALE ACCORDINGLY ( . WOOD JOIST z o SWG WOOD > cn il 1 SAMMY SCREW Id z 0 "= in 0...““,mm'i c_ A 5. z IV TOLCO FIG. 100 3/8" ALL Y THREAD ROD (o w o TOLCO FIG. 200 •• III11, PIPE RING Q. A A-----. \ 2 - 6 41) PIPE SWG R,0 SIZE SIZE C. 20'-0- y 20-0' \ Z,./1 ).4 `' PIPE I'TO 3" SWG 20 �W 1 �A H, ; / REMOTE AREA#1 �sg W g �-�- �___ I� �I / . } 1` /431, � '` 1gaz -1 �Q 1. //(///c(//97//t2 / / �j�� 3 112'TO 4' SWG 25 0 > in ei < m o 8 V F � �' REMOTE AREA#2 t' BALCONTN'. BALCONY w .V • %V 1 ,j HYDRAULIC SYSTEM g g 1-6 144, co o . 1-6 D } ED e �i1 g p Z o ipgR HYDRAULIC SYSTEMNW ' I '�`g��: A•`• / _ o byaHydraulicallyDesigned SWG WOOD SAMMY HANGER } r, + }: , } ng _ JQ; o Automatic Sprinkler System. NTS Ws = d o� This building is protected `l DI►_ G ,, 1 DINING _ H29 IIIg by a Hydraulically Designed J I `�I' �4. Location BLDG.#1 ATTIC �s - a ,n '' g 1 m lilta o "� ga o Automatic Sprinkler System. Q •, t t>t' t �9fJG ttc �h) lC 1 V 1 o ix', ,o ,• , , t ,11' x _ F � 1 lie/' 4-i 6-0Jf 2' ik 5-. -o 4 .!4 F> 0 4-0RD _ 14" a, 1. ,. 31" lt' <.� 4 - o 0 o e 4 •I :-I 01 19>,�� •-( 6-0 Ol �/ No.of Sprinklers 33 2 it - A 4 y ti z 3 W y 61 Location BLDG.#1 - 2nd Floor AL - S ; ®i ; 1-,.; p i •:+1 N JQ `il� ®.0i H7 / Basis of Design 1g . g1o WNo.of Sprinklers 4 p '� o ♦ ' tO �O KITCH'/, }/ HS {� 1 / 11 � q x`cl 1. DENSRY 10 GPM SOFT. rg (5' I`ej 0[ �/ �i0 i- igi • ��Q\ i� ,�O a + c� } 3Y O� } 2. DESIGNED AREA OF ENTIRE AREA SO.F. Basis of Desi n , } ., ,� , N O ,` } I . I I }�. C V ' o w 1 ; "�r • 1J1" Y w t= � W �i n a k� =d / JQ� -A • I /e u�Q : . ❑ 11" fA 131 _,L*, 5 1 ❑ ❑ System .18.1 qi 1 1 'I 1� ! �a 1 1. DENSITY .10 GPM SOFT. Q J " a , I , W 2. DESIGNED AREA OF MFG. LISTING SOFT. 't- aid-: i 1. l!19 t, ��u � - 1' s� ,• - a� - T� ��'alk -2• • }`\ 1. GPM DISCHARGE 0 456 GPM $ o " "' ' °' oi DISCHARGE E OF RISER b I( . .` `j% , 5-11 �� .N i - I1 46B ••'o - (� ', + 2. RESIDUAL PRESSURE 0 492 PSI z System Demand I L1 o 1. GPM DISCHARGE 0 130.6 GPM " . ,, I .T 0' T °', �^ 5 P j 46A, 111A9 6 . } '•aH3) BASE OF RISER J BASE OF RISER I ®^ • �� i - i 111" i� OQ HOSE STREAMS 100 GPM w 16 I 2. RESIDUAL PRESSURE 0 66.2 PSI lc ����' •' �'" 1 -4 1+14 A . �5 w A BASE OF RISER Itild_vc.,..„30_1„.. ` � �w N U. TRUSSES b �--� TOTAL DEMAND T . 1 i �� + .• DC 1C 1• fl1I' I " "`�' TEST HYDRANT SRC) 556 GPM 0 57.9 PSI oT 131" A T �Q „ 111" R HOSE STREAMS 100 GPM 3- _ 0 a } 1-1, -7 3-10 I 0_4 ('1 INCLUDING HOS ST EAMS _- e A % ' _ 111' • 13 ' 1 Q.1131`L'' • VC 0-4 �' TOTAL DEMAND AT •}- r 1 0/ / i miiiiiLa 1 :-I t' - • :-1 • 6-0 Q H32 WOOD JOIST Y i x R 2 H I TEST HYDRANT SRC 230.6 GPM 0 688 PSI °f v C7 qritialia0 _ �� INCLUDING HOS EAMS 1_1 • rT, 6 1' ♦ ^;, mo 0co ' j m _ `qi -V g v68 JQ� 0131' - V 5-4 0 _ _�c�=====�18 �5-4 Otlf+ 111' • V' ! H22 ��Q H1 2 1 40. Iv9= 4 ��`'� FA iZ lc �a ' BED- :OM- L Shc ,31' I ,� _ �o �g �� �o1 , O SAMMY SCREW oZ tli"aali ,lf .. t t)i" GST WOODvi \ A//O °� / � l -' /�/ / 4!;CA .//, . eg :gli W TOLCO FIG. 100 3/8" ALL 2 2 _ 2 \ t 1I1 g-- oho 8 $ 5 E211 pE, rr / THREAD ROD � P ca.-.2q y8 �� me . . '--\\• 1?-1,--ri . --I0 TOLCO FIG. 200 s s o ag i s o LI: 010 PIPE RING SHCO \ D FLOOR A ATT C 441, g LL_ tf \ / PIPE SWG r o0 00 .- 0 r`1N o rnO -- �� SIZE SIZEZ Q `� \ 2f 1 0 `� \ / I" TO 2-112'" GST-20 ,n O ■ ■ PIPE z N N NI ■ ■ M 3'TO 4" GST-30 (" r r U SCALE 1/8=1'-0 SCALE 1/8"=1'-0 w CC o LLI GST WOOD SAMMY HANGER 4 1.6 NTS °- u-> o I.0 ;n O W ^ o 'n Z (~n w CL o = 0_ p a x o O 1- - LL w 0 Q W N 0 Y U U U U J W O o o O � O ¢ r W 40'-0.v) r j ®IjrCn C., 2n-n' 2n'-o' C C V / O %% W ¢ v c v v CO Ri A Y o (0 c0 CO 415 1 �, 2._W9./2._9. `�..� �: E , -c - � _. } w C� -. ..= Z ¢ PFJ N e BALCONY • } 0 o !,i s \ PATIO X N u7 rn •, S a BALCONY '`,� O� #515 Z j�� N iccE O - REMOTE AREA#3ytx%® �/�. �r♦��} N `" --,......,c3 -J} XA DCOPVBC HANGERLE "' J m .‘�(b o / / / 1C1C0 FIG 23 CPVC STRAP HARDENED VEX HEAD SELF THREADING SCREW o0 J �j (/� DININGDINING HYDRAULIC SYSTEM- DINING DINING ISFIR2N14ED■TNsumn€ GERANpIsnE o I- I CI) 4Q� (3-c)) - This building is protected / 0 -\ C W m 11" 111'{'� 1 131' � 1 1 131' 0 131" � � O TOLCO FlG.22 CPVC STRAP MNMN FASTENER 92E ACCEPTABLE W I 4-0 •0 61011 2_, vpJG _61f fI) 6 IViN .-6 6_011 /0 4-0 / byaHydraulicallyDesigned , %,O LIVING ibrVING ,o min cm , �,� d ,n R=F. o R F. Automatic Sprinkler System. . . } F 0 �� NKITCH=N "' "' KITCHEN ,. O. KITCHEN v '"'_,_, N N N No 011• Location BLDG.#1 3rd Floor CHEN x► +txQ _ O� m �' - I ^ H i•�/ �+ I 4- O 0 CD , `S-%'' - •G THEX WAD SELF WAD SELF GPYC&AAhNASTER PI• $ • O H O ,. /131 illi' ^`� CSO • NO,of Sprinklers 4 O O �� , 4.\ } 0,O O Q !yAPPING SCREW Z Q 48 7-1 U ^N 4-11 25 1- �Q�� . + }� En v y�'� w7 �iU �� -f-�f•- �� Q O o• 1 DW 1 w�� 0 �O DW ` Basis of Design ° .�` �� u �� I : + �% � x `�, . _ I arm 1. DENSITY .10 GPM/sO.FT. �- I (c�` O Illfrxrct' �0I SINGLE FASTENER DOUBLE FASTENER '��` . 0I 2. DESIGNED AREA OF MFG. LISTING SOFT. CPVC PIPE STRAP CPVC PIPE STRAP 6 b O a . 1 /� } ii �JQ 1HDISCHARGE I J Xel "A' / O FIGUE 22-CPYC HANGER O RGURE 23- CPVC HANGER I-_ •1 , 1-10 F1 , II , System Demand aga_(21- RINKILER _.rl A' I GUEST GUEST DOUBLE FASTENER Z ,J UAL I UNDER/ " "��� m �J �J ® n CPVC PIPE STRAP W (n .-z 1. GPM DISCHARGE 0 104.4 GPM '"r t BASE OF RISER ♦ .. C = �'a 111'// ST 111" C ® 0 FIGURE 24-CPVC HANGER V G 47 Q E1 \ . I o %. , 2. RESIDUAL PRESSURER0 62.2 F51 �J \ III / -I i- V, F- 0 F 3- • .__ 1 BASE OF RISER , V o w / �� so w p HOSE STREAMS 100 GPM z ° w �,, \ x m x �'a i w ° C NAlaat E •I wH J 9 o wV+ IwH L �; AND NO BLOCK HANGER o ^" ColvogtE Hoop NB-1 HEADSET MOUNTING BRACKET u) O Q �•. _ � �� O TOTAL DEMAND AT .c.'.,,--. � � ,�. �. � MAXIMUM DISTANCE BETWEEN HANGERS w 0- m n TEST HYDRANT (SRC 204A GPM 0 65.2 PSI > '` II -ka 0 , ' x \-•0. ../..), ._.�,f SIZE (in.) / " 1" / " / " 2" ZW / °O � I \ INCLUDING HOSE ss ,O.= / ♦ NOMINAL PIPE (L - 1 • � 3 4 1-1 4 1-1 2 Q � � � r } } i sm.BOARD as Q L ® �5i- \ © � O ,' © -i"�.iii' CPVC 5'-6" 6'-0" 6'-6" 7'-O" 8'-0" J p g o a cr)LU b �, 1' K x/11'JV' S 1' /0 c o� �� \ o �� 1"1 = Q Q' cc N W 3 D 0-8 0=711 6-7 CC T BEDROOM m BEDROOM T BEDROOM BEDROOM m H C7 N Z wr>ft w = \ / W N ' a3 z Zo 2 o W Nri) ICU) M 11.10 m � c 0 •T �W Q I Ct Ea' . _ \ / \ / 0 = O � Z coo J �. .1r -� C CoQ W G J ID \ iO' ftECTCBftL t MI N t- ,_ W N re Q (ELECTRICAL WIRING BY OTHERS) g > N (1 gu�i F.D.C. oWnHU R to \ ccr Curvr ca_t MR II r. rnnmMI thnnN FI R ST FLOOR A TI I R D FLOOR A AUTOMATIC -ilk\1i / \ / FIRE PROTECTION _-_ SYSTEMS, INC. SCALE 1/s'=1'-0" SCALE 1/8"=1'-0" . •� tol NI6-. IQ 1. BLDG. 1 0 L� SYSTEMS v) lilt 0 G /RE PR O. � 19435 SW 129th AVENUE e'DG•' TUALATIN, OR 97062 (503) 692-9284 FAX: (503) 692-1186 OR CCB# 0067534 WA CCB# AFPSYI*091BZ BLDG. 4 ' DRAWN BY: KEN MOLINARI !BLDG. 51 1 LDG. , DATE: 6/1 0/1 6 B _I I AHJ: CITY OF TIGARD Limn, KEY P SBUILDING FAHFEPpET: #: 16020 •