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Permit FOR OFFICE USE ONLY—SITE ADDRESS: 1 IoM S N ('OM Yp d,0 L r • This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter r I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Julie Drinkwater DAEIH[IED DEPT: BUILDING DIVISION g 1 5 2023 FROM: Mark Baleme CITY OF Yl%ARC 3UP-D1NG DIVISION. COMPANY: Wolcott Plumbing By�.L_ PHONE: 503-667-1781 X 3001 EMAIL: mbalemea@wolcott.pro RE: 16885 SW Colorado LN MST2022-00356 (Site Address) (Permit Number) South River Terrace I Bld 5/Unit 2 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. 2 Revisions: Sprinkler drawings and calcs Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Revised sprinkler drawings and calcs for new furnace room location FOR OFFICE USE ONLY Routed to Permit Technician: Date: /-1 -)-/- .23 Initials: A C� Fees Due: ❑ Yes ❑No Fee Description: Amount Due: diarAiir-A ,ud7~or4,r4alftG��, .c srof //i99/e. $$ I'1 6'3 $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No 0 Done Applicant Notified: f Date:q t1511M•MANIA.9 MnXa• Initials: WC,' a- ...ICOLOR/LINETYPE LEGEND - g Markup Legend I j BLUE LINESS FEED TO FIXTURES(BATH,SHOWER,ETC.). O s 3 GREEN LINES=INTERLEVELFIXTURES RES(BATH,SHOWER, W Delete Une //\ BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. z v v \ +..... =1/2"PIPE SIZE >D g Add Une aaa...z =3/4"PIPE SIZE C a c.6 �I� =1"PIPE SIZE a ao;gN 6a .- Add Tee I I I �'_ =1-1l4"PIPE SIZE s LL w o Ili( UNIT 7/./ UNIT UNIT UNITS J Q um z i C�"eM Am Elbow XSeW; SPRINKLER SYMBOL DEFINITION a„o; Add Coupling H -� XXX-X1}X y"m i fW Add Head -®--IJ-_®- MAXIMUM SPACING(TYP) l ii�( ' 2 STORY TRIPLEX 2 STORY TRIPLEX SPRINKLER MODEL(TIP) E u i-g 2 g= Delete Head -(XI- HEAD SYMBOL(TYP) , l- ✓ 9€U'ESE 3 ;o- -0- l4\ KEY PLAN W/ MIRROR o�� "Rr e�=Erz0o=< , 1•NECTIONS FROM FIR �yY= -,E Hg_^`x Move Head ' CONNECTIONS FROM FIRST IX 8 4 _W,:E 3'z FLOOR TO SECOND FLOOR _off qjuio35 Note:All revisions most reviewed by Uponor �1Do/ NTS ///I ,\� ' °'0€ °E`M-_ / 'oca ''d c Table Fooz-1 - / // `\� gzg<,�g5° �5;; y ` Multipurpose Fire Safety Systems CITY OF TIGARD _, ... ._;,;�,,. , /-�. . % - e a o-o- I I_ r ogg< 0q4 �yj The Uponor Residential Flre Safety System is a residential fire protections tit' '"'{._ � (-1 - - —_ _11 III W e c o. Z a=z 3 o= system installed in combination with the mid side of the domestic potable Approved i I - II Y I:4 z s i g 2 J r'='r waters stem. On licensed contractors trained U onor can Install this eid bi / %-'' ! '/\ \ 30;.,: Porch 7 L= = =O^"-o+'�i 6'1 systemY y q' P �� [ J Porch ▪ // // / E I t ti `\ _ _ \- L '-�I' i),. • 1-•I1 -1" �dp°-`�".y-xx Contitionally Approved • . FLD R �I�` 1j y sow E6-<,"eG What to do If Changes are Required d /" ,` �. , v P1 cot 0,600. <�_ �` - For onlythe work �s described in: 1 — Entry / Entry o F , If any features or obstructions require the addition or deletion of sprinkler - r II P�� i _ j?-og_OfO--ii^gF�` heads,or significant relocation of sprinkler heads,contact the Uponor Design `-' 9 ��]Y^` Living _ `-J S F�F' c p PERMIT NO. ?V)ST•2e '•�' - o01S'6 �' Ti, Living I = B Department[°determine if observed changes require a redesign ' _� \ / - kr AF. o a p u e 688.594.7726. - -_ ' T.4 / by ` M•.d See Letter to: Follow [ ] y ' , t1 • / ir II 3� = 1 -�_. <.—, � J tIea =_x_x .12 ,s II�L z , aA '_, j�� [ ] Tu I 13 M H.1 \ � �b ) != zp a T-; / 66 � 1 Attach RC-RES i6 [] fi RES afi ', � = po' a Job Address: /6Q f SIV 04444,00, LR Qlrn g ( 9111JN UU C RE,u,�" �� 'PARES 1 / x Ing r �E a 3°s��gy c x� - OAP ' FLO I/ III / .-.ateHnr�awaf ` K \� ABOVE Ea By: A1Gls� Date: �I �f�iiJ ABOVE• T- / / ` ` ` M /$. i / NOCI G id N t�i, / / I IT, y \ - �I J r�-� L • Z+G `/ I here by certify that this plan,specification, SENJU Model RC-RES Residential Flat Concealed Pendent 558464 D'.J+ I vuL-1 F •• C.,./ Tk s. i or report..as prepared by me Sr under my o 0 - - - 10 K=4.9,162E°,7/16"demand: d:Orifice,3Maximum SPaein916'x16' ! i l ll i ^' e..Lc �- \ J) r. ,T•'26'2" I 1 R. direct supervision and mate am NICET RC-RES-16 Sprinkler head demand:13 gpm Cd 7.04 1 - Ft s - cercre � 4 I. T.27 �I SENJU Model RC-0.ESZO5 Residential Flat Concealed Pendent 558464 11 I I ! T 27 • �� L ,Ar, /-j.i j i I q„ 23 I - I' H„14 Brent otua Date: • 0 - - - 2 K=4.9,205F°,7/16"Orifice,Maximum Spacing 14'x14' H H"l-`.141, ,,�,,� ,.. 1•. I F.4 - R�r •4', .Ff, Il srt * RC-RES-14.205 Sprinkler head demand: 13 gpm 7.04 • u T--R�,43, t0i p 1 c:; �' 11 ' M 30 l3,- fl • 'M , i ';I '! , �•It K- !- ` NlcEr Certification No.1138a9 " �° 615 i,, _ S�IOi ° = Water-Based Systems layout-Level IV 14 „I H. i- J' Certification Expires:June 1,2023 § SENJU Model RC-RES Residential Flat Concealed Pendent 558464 1 (� -� <,,.. I Pam, I a4 T 3 61 ® - - - G} K=4.9,162E°,7/16"Orifice,Maximum Spacing 18'x18' ; ppYrlr l` NI 31.:,a° ,'FIRES-16 F. ' 1. - J ,� �f- / RC RE' r „ -,. rg RC RES i6 Sprinkler head demand: 17 gpm�8 12 T f+ l sitx Ki h H.C� }Ha��5 _yP F,Fa- I R.16 j� T Ill = F�L h't l�� - 9 ;l ' IS r E I MOST HYDRAULSCALLY REMOTE HEADS • y x - `, r l S-r •1 T �C"�1"1;T5 t- r.: i 2.14 mom. or HEAD# GPM PRESSURE REQ'D AT STREET �� -�1 -` `� I r '1 " '- ' r � 5 s \ i P ?� mis TOTAL 1 HEAD H.11 17 71.24i Fc i T 39 + ,y 'I' �� I ^' i1 T 5 �[ '- ii e 2 HEAD H.1 B.H.5 26.00 87.52 � 17:',_ - - h l-,. � '�v �, J T' / - `- ' I� _,� .,g a iIF. Cm "9 i ;' }•ur/ 37 I(1-u4"AQUAPEX TO T , r • I '_1 Ir ___ -LL'• II 0 3 e = SYSTEM 4 ! :TS 1 3 V N.+P ti r : 1 TI I ATFORC -'I. ram% �"-PLATFORM L TTFOR I / iJy 'v V l �j' i a tb AE04 L\1 v .Ptni-DPP t i )PF. y}} °i D MAX 'ISER. -- 'O D1READ e -P E" ( g H R m It rA • RE ED PER SIM „ " \ 3- i (ADD As IRED 4ER>Er euv-vor ''- ^ � -'OI 110 .rd..-'1R-.,.] J.1 4S - NDR. ! RY.,-<i,TREAD- C Z o ,-w o Ce° " MAIN SHUTOFF J a fr 1-U9 AQUAPIX O ---1 I _VALVE LOCATION --_ 1 _-_-- 1 ;6 vt 'o g r9 i CURRENT STATIC TO SYSTEM •^r S4 ---"--- { sI 7�,.I LICCCE T4 dE P TREAD.D.MAY. ;\ I r <1 LLJ O O o S S i�n w WATER PRESSURE TO NOT WATER I l RISER B IA H:ADD AS ;" .\T% G.an I--• x u u r,¢n m p o a t HEATER , rage \:':/ i `--i ii 4 - 1i - LLI -ce £ STATIC: 108 si PRESSURE GAUGE L V F f'' 'i Garage PE4l I 1 pFMINI PER TEMPERATURE FPA 1R3 D M1, E ..ALL rGarage L. 1 -- Jf r[4 t t Jre 'll P { �/ 1 1/4"AQUAPEX RISE0. -LF S Rl ni R E W 0 d 11/4"WATTS 25AU8 E STAP EP_".4 -.[ [ti Ce ,.�L tA6, ---_ ._ Nl HNIc D CIUJ 11Yu? - jQ}, ; IPIc a_.�EF > 1° fl I : PE'f1. Y I 1—l. I- 0 ggS c (OR EQUIVALENT) I fE (,(,(, LCe ✓ 1N WATER METERSTAND 1SP51 LOSS FLOWING 26GPM ?i L Ap b1 S El- . --L Y -FT r E r L - F. z o NFPA STANDARD 6GP et Pr V.`-, B 0 Lc 5 1 CEILINGE Y C WRAPSALE.,IFxe` Y.• o Y y O a IFS!LOSS FLOWING 26GPM PRY sM Press re LI IV LEVEL ..6 arc 1..[. Q M i z io m ADDITIONALSGPM AT TEE rl. O iF!$,.Ir,EI 00 �..0`:F WRAP RE" PU IG E. !. hN:�,.+Er >i _ < M-R II I y) i IN UI ABOVEii ,.,/ m m " FOR SHARED SUPPLY FOR SHUT OFF VALVE sssv=rm 4 1 I l-f- " m O CURB STOP OTHER UNITS - ERA I 5 I sm. FL_ V III - 1 51'1 illl = F- �a .a r m E F r n 1PSI LOSS au.- , i.-�2., /" Y\I F•"Tit rf6.T v -Iy".s ? r 837-9.1 le' i �, oa" V £m o 3 w o 0 ✓ STREET _aaaaa� ( ,/ 4 (�: , l .1 % 0 IE.yy G z u,g LL m UNIT-3/4"WATER METER '/ ^�3 ` I 1 I/ ;' n � 'A / V/ tI -''— o m CORPORATION IWO NFPA 1 O STANDARD LOSS r - (--c 5. v o u G E w F STOP 1PSI LOSS ..,'I''j. F ,L �7 1 .. F`y rO 14PA LOSS OGPM- u_ " 1' �I 01 WATERI �•:HI''- 2 I Tee / RIPTION a' MAIN ill, cae r:rv.sr so'of SHEETFIRST FLOOROW/MIRROR ""°x � z FIRST FLOOR — MIRROR 1 FIRST FLOOR O 1 1/4"AQUAPEX 50'OF m 10'OF 20'OF 1 1/4"AQUAPIX a1"COPPER-K 1"COPPER-K \ oo 4i" — 1I-0M F100 •1//(M _ -I l-Otf SHEET NUMBER WATER SERVICE DETAIL 5 _ - _ 15CiO= ( 3) 10 NTS 4"=1-O' © UPONOR CONFIDENTIAL F i Markup Legend COLOR/LINETYPE LEGEND - ` ^ ^ BLUE LINES=FEED TO FIXTURES(BATH,SHOWER,ETC.). £ ° Delete Line �/�v v \ GREEN LINES=INTERLEVEL CONNECTIONS/SUPPLY. O u BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. ^g£ �K-- =1/2"PIPE SIZE Add Line — — mot— =3/4"PIPE SIZE 0 $i"n, Add Tee I I 1 —I— =1"PIPE SIZE CL FP o.4 Y, T emu =1-1/4"PIPE SIZE YJr g u; Add Elbow u F.-nag 6Nt�2 �v °3 aatl Coupling I---I SPRINKLER SYMBOL DEFINITION , N r$l w Add Head ` RPOF Mow i i Y T� -a ! I t of 5EL:F'+ ®�-®�-®v- XXX-XX MAXIMUM SPACING((TY') I. I 1 I I I /~ ',_�-t`.e';, 4 H. `; f :, � Delete Head ' ' SPRINKLER MODEL 'TYP I III �-�� -`•V �� ' it I: Ls ct ye-"[II i^ \ l•l �LLP z£e odo$� HEAD SYMBOL TYP) _ T- '�` �.i 9 II i� _ _ _ J L �� II I`Je < °< s�(i r✓\�. _ I� Es It C.In I '-'—. �1 1 I�'�- / I RI �P.ly '} E -! t.l C /t) - Tn z'�C D'� g��< move Head O O .g� IrI ItTE IfidF.EC 1 p< >z�oz-:o I r i I OVER ItH UNHEATED t. <, Unit I III 1�rF� }�1�''/� _ x I]y .... : I M� rpo �, zx �oy@ 1 f �I..4rE5 H.5 Fr �U i I11 2 Ifl U \ ,✓'1 Et6 14 '"€ E7'.L — _, -(---..1-fEL J , !I Yi Note:PR revisions must be reviewed by Uponor I KMF GUCW I{-1_ 1.. -� I i ` -II _ z z o 3 3' IL !� (481200AR) /(481200A) T il l 1R1r-RES-16 "' T III moo � _5�i Table F002-1 I` yi, l [ Etr; ?PI � <"� 7 RC-RES{T ( . / ( i \ -_, e a a Iji = _ Multipurpose Fire Safety Systems --� rt �'` RC — ! M I I tT _ �, i o�go< ° EaP I ( _-r:} ain Bedroom _ Main Bedroo Y_ ps The Uponor Residential Fire Safety System is a residential fire protections :�n{{ p ICI ) / I IIII 1 ce 1,1=• o >.<<, ll system installed in combination with the cold side or the domestic potable I' L O• i!�l 11.2 (I'_ - II /a ' \ H.2 I) �,.N tR ES_1�2� I I =F•t o-£<w 3°t water system Only licensed contractors Veined by Uponar can install this RC- ES-1 VrP_) R 11! - \`�% ma e room 2 �l I I t+7 <_ I'd£.7< . ' system ,a.� Bedroom m� I^t R\C•RES-18 I\ C•RE$- \ ` i Rm t! , u 5`<�-6'�, 1 �, , V 5� 'fi What to do If Changes are Required �-' .� y, ( i \ IiJ' ` / { i' L RC-R 18 41 u<uo 3'OPzz . ` ' u y require RC-RES-1BfI If an features or obstructions re e the addition or tact the of sprinkler / ^ `/ $1 / r" 1 - G=3 P z a.O g heads,ors significant relocation ors sprinkler heads,contact the U onor Design 1. t ` m " Department[o determine if observed changes require a redesign g - ..R� S•1 , MZE^.T 1I8 t'',.!EL' V p II,1 5f"�, ! ^. 15pr. H.. :0,.,fl<I AT to <<C =3 i g O Q 0 -A T�8 P 9 eq 9 LO Y.J P� T-�. I UI (888.594.7728). 'f' W' , 9 k —A I 1 3`i ;9 uQF,¢6' H5 Si f'� S. I / I1L In r(rr., r1 ( i Sz o� o�,gwm I , V YIN4 T" L I I i i I f\..iil ..._ I 1-,. J1V !Ij._ITi I I.R {E 1 fi `pIEiIJT �� IC I o8 �� o•��_ -rE ,:� I e1�:19 a-1"� pFFFFrynnnp :' l r- } 1 o G =V v x CLRES#§ _. 1 r 'hi I l I I •I . _iLL I! . l �+'i' R 6$-1$ S -N�f7il�'.ir. I'e m! g R E$-1 8®. } -1: „ J rt. J�-J.11 �� Y, ( 1 '�''k �- I � 5. ry try �„ 1.1 vC. "OR SHAFT l 1455+, �V I S FT' ! s—Y t) 1p�� 0.' i I `��•�-'� " I {�- i� � t -�,J \J ! rB�fh 2 �. ^our I hereby certify that tNs plan,specification, g il. 1 ath�sz Fr i. I J i\-." Et,lr-- t:f "-, s z, ! y_ 52 Fr"-ft.- 1 I or report was prepared by me or under my -el �� '� / V q ��:7 \ 1 -� direct supervision and that I am NICET cr, ' �.-1 E. �t 1 r- /'- ;t s Certlfie. v i� • ImI'�� \ V I 1 :\'. 1"AQUAPEX INTERLEVEL IkiI D L1 1FT F 4. � F T _ -�� h f— d U. Lc. --4 I...- i.0 �`\ cam' i .i--- AiRRE'" \,,,, CONNECTIONS FROM FIRST C li c.v I ..,,_IN' -�IJ I '' I� ( - '''Ill / FLOOR TO SECOND FLOOR _ -," ! I, 023 £ ! P _ - - _ '"I t _ 3��-Ill Brent Kot Date ♦ 1��j 'i T r'19: 4 I _ fl r r / I1€_1 r I:J T Z 1 \_ �,i 5! NICET Certification No.113889 f I GJ �-� J _ +� i T 1 y - Water-Based Systems Layout Level N ^' 1q -/ - �- L dT T ) !! I i �� Certification Ex Tres:June 1,2023 7f s,h i 1° IYI I aUhl'dcry:a 4 r IFUrnaCe Furnace MM��r i�-lEE� !! ,q n P i �1 t?T' fURN.I S•1'Y�Q 11 i ., t! �:_ F r �, Room Room I� P �;1 al r T. .5 "' 32 Fla,> P i. z x —i ap c f'E Bath 3'>a, <,Bath 3 E x � y ,, ti" . :-- ' ail II o o 1 ELNN - I .: I �'� L-I / f lYi�- ri £a 1 a x P``-�titi�� • k , tic Furnace , I .1 m LL I Ftd rna _ _` lY�, o • 4. i Rm. �,' + I • - a z. �` - �I ;v 1IJ Rm. `I k o'" .: 4 , III I PR T I dial �. y-7 1 0 c > `s T /, r� r,t :.nus/ I .:i Bedroom 2 �' 1l ' BonU �q ;> V 11� I d.I. j - , LU N i u 7,e a s I 1 Bedroom 2 I Bedroo zya/W \ If \ (— �I ,room 3 Om 3 :.� i - H.1 I IT IN UNHEATED SPACES iEINSULATE.LOCf OVER _M.1'1 f P., 7, � BedrOc f :av ) 16L1 T"F' 4 OVER i SFn.F.S'T UIJHE4TEF P.t Es fP. n'1 ILer FO uN ��..,L/ °` 1YJP OVER W.I.0 O./HEATEDSf CESRP . - II IUNHEATEDSPn E,i V I . Irl_ li W.I.0 1 s '4'EELC' it a a a I -" < I I1NI cr.r>s 6SW °g ,PACES1TP ,; �,I._' I. ,RC-RES-18? -i;,I I — S i r RC-RES-18 I. a< o" w 3 - 1 IV, -. J, <^I; LLJ ' £��n5� "s ( ✓ I I 9a / I'. 1 88-L1S 1l I ;�_<I I--8 X t°JBS nw op� '( 1 \1 1 < .�21 ate/ W H n /, {� rt - I - 5 -- II F l)I t I /�—r` ) ,.F 5 W a .?. '{. > I p` j r '•,` I 1 1,I, 55A-,,-,,,• 1'I i L. �' = 1—I ti a.. - "- `-J�_„- 4 5 n.lr c, o i'l'r Y- BEL-..; I i 1=� F°iJ v FL t"'f 5 M1A TYY p 1 1 1 I I I 1 I = gy p maa �� NI -r. QW j 0c~nC7 m '. /� cope_ 5 V J N I— or£s Gsg ppa: o- 2 SECOND FLOOR — MIRROR 1 i SECOND FLOOR u°V i00 a a SHEET DESCRIPTION F101 1/ 11 = i t-0" F\ / 1//I tl = i l_ou SECOND FLOOR W/MIRROR 1 Y 1 �/ T1 r°n A SHEET NUMBER ry s Bs mnnm _ _ F101 © UPONOR - CONFIDENTIAL A Senju RC-RES:Open Web Truss/TJI Construction Insulation Recommendations See General Notes 8.2.5.8 for Architectural AquaSAFETM GENERAL NOTES: Into areas subjectUponor to AquapEX n compld letely taken tnunheated sula sioacea PrpPEX LF Brass Fire to cover Uponor dPEX tubing completely with insulation. Insulation Feature Requirements Sprinkler Adapter Tee should follow the guidelines of the insulation manufacturer. See Uponor 1. THIS SYSTEM IS DESIGNED AS PER NFPA 13D 2019 EDmON AS A RESIDENTIAL MULTIPURPOSE SYSTEM Blocking Maybe Fre Sprinkler Adapter Document"Uponor AquaSAFE Attic Insulation Guidli nes"for attic �j SECTION 3.3.12.3. Required.If -� "- '�Push-°^Nut installation guidelines(Provided In Contractors Documents package or online ////// -J z Blocking Is Used, ' ( 1 I/j Min. at W W WUponorpraCpm). Y O a•,i 2. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON Use The 2 Top g£ THIS SHEET. THESE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY AND ;.r- 1�]'Man. Screw Holes. 'l B°rtom°r Mounting ExtreEme Tem Temperature Install:rotions Planter Box Window,Bay Window or Similar Feature. ^p O UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXTENT OF THE LAW. p If no additinal floor area Is vented No Additional Sprinkler is Required. 0 6 u Brackett°Ntt ofT,uppp A areas d t ore Safety systems often installed in attics or 2 m w¢ 3. THE DESIGN OF THIS SYSTEM IS DICTATED BY SPECIFIC CEILING HEIGHTS AND ROOM SIZES. IT IS THE Fire Sprinkler Adabter - - other areas exposed to temperature extremes of heat and/or cold. Follow 8'-0°or less la BPS 2 RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE CONDITIONS SHOWN ON THESE Mounting Bracket the recommended extreme0 weather installation Instructions to isolate and / 4 e LL w PLANS ARE EXACTLY AS THEY EXIST IN THE FIELD. DEVIATIONS FROM THE DESIGN MAY CAUSE THE protect system romponents from extreme temperatures. Because Chis RGRESI6 y d in STsi LM TO BE UNABLE TO CONTROL A FIRE.IF THE BUILDING CONSTRUCTION DIFFERS FROM THE FIRE - •¢ OBsystem also delivers domestic cold water directly to plumbing fixtures, ® a'm • 9'-0"or less > ,.rz 8 SPRINKLER PLAN,CONTACT THE SYSTEM DESIGNER IMMEDIATELY. 3-s10 x 11/2"- - Uponor highly recommends that you protect the tubing with adequate / 4' d w in n'Le 12, Full Course `-rI insulation in warm weather areas to minimize heating of the cold watt M 5 c w 4. THIS SYSTEM AND THE ACCOMPANYING HYDRAULIC CALCULATIONS ARE DESIGNED IN COMPLIANCE WITH Thread Strews L� - t m m 3 NFPA 13D 2019 EDITION. In Bottom Holes supply' ? 6 .O.3 w ^,` t0 N,'aa R W 5. "STAND-ALONE'OR"MULTIPURPOSE,WET PIPE"SYSTEMS ARE PERMITTED TO ONLY USE ANTI-FREEZE .. - \ Installation methods include,but are not limited to: N p, LISTED FOR USE IN NEW SPRINKLER SYSTEMS. ..` • Tenting over the Ire sprinkler piping. o D m ; Leatl-Free Flat.- • ] • Additionalasedlayers ofmatt insulation. If additional floor area is created.Cannot exceed 18 ft,be more than 2'-0" Concealed Senlu \�� Concealed Flat 'u e S '' 6. MODIFICATIONS ARE PROHIBITED,SPRINKLERS THAT HAVE BEEN PAINTED,CAULKED,MODIFIED OR r i Increased depth blown-in insulation. deep,more than 9'-0"wide and be with in the coverage area of the Sprinkler Head Cover Plate sprinkler.No Additional Sprinkler is Required. zoo S la o 0 DAMAGED MUST BE REPLACED. c°'I a o z F - Caution. If you will be installing spray foam Insulation,make sure to iw eZ¢ 52Q3 7. A SINGLE CONTROL VALVE ARRANGED TO SHUT OFF BOTH THE DOMESTIC SYSTEM AND THE SPRINKLER Senju RC-RES:Traditional Wood FramingConstruction protect all components during application Consult with the spray foam J L 6¢6i3 ° SYSTEM SHALL BE INSTALLED. ) manufacturer to ensure compatibility with all products before application. NFPA 13D Table 7.5.6.3 Distances From ztpm�fr{w"pci 8. OWNERS MANUAL MUST BE PROVIDED TO THE OWNER. Heat Sources = x€ 5 o S_Q S h Consultation with local buildin omdals is encouraged ed to ensure min liance H WOCA ?? z z-'z 6' 9. AT THE MAIN SHUT OFF VALVE,A TAG OR A SIGN STATING THE FOLLOWING IS REQUIRED;"WARNING:THE ProPEX LP Brass Fire • - FlreS Sprinkler Adapter with local building codes. Ordinary Intermediate 'e),19 3oa Nyz WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND Sprinkler Adapter Tee p Heat Source Temp. Temp. --zN y,uCz- Push-on Nut S -;. AUTOS PRESSURES TO FIGHT A FIRE.DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR 135°-ll0° I)s°-225° a p¢ AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH PS WATERSDFTENERS, BendingPEX Tubingo�°°z�¢°SSryfr FILTRATION STS I EMS AND AUTOMATIC SHUT OFF VALVES,SHALL NOT BE ADDED TO THIS SYSTEM II")' 'ill!! lt/a"thin. The minimum bend radius of ponorPIX tubing In any direction is six Nines Side of Flreplace 6� 36` W of�KgOz�i1E WITHOUT REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST.DO NOT REMOVE .�' ' Front of fireplace G 3`w S r tz s^°- J■ 1� Max. the outside diameter(6x OD). qq THISSIGN'. - ■ Wood Burning Stove 02' 12" wee ,_L iw1VEz?_ Fire Sarin der Adapter • J Bottom if Mounting Bend supports are available for 3/8",1/2",3/4"and 1"Uponor AquaPEX p E. z z .s s s s n 10. ALL INTERIOR PIPING TO BE UPONOR'AquaPEXS"UNLESS NOTED. Mounting Bracket ` -' necktr is taco eiTruss tubing to faalitate 90-degree rigid bends. Kitchen Range 18" 9" J c e it°o a°r V,o¢E z Wall Oven 16' 9" U= r.S'sSSSmm c Q' 11. UPONOR"Aqua PE("TUBING TO BE SUPPORTED PER NFPA 13D AND MANUFACTURER'S RECOMMENDATIONS. 2-F30 x 1/2" �O� Recommended Tubing Length Between Fittings Hot Air Flues 16" 9" w,zm_,%a° 4 ��o m io Full Cou } 18" 9" Cm %E_-aF_z uo 12.MINIMUM SPACING BETWEEN SPRINKLERS IS 8'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING Thread rows - otung Size Minimum Tubing Length Uninsulated Heat DUGS "is_is z_ c`�'d-9, u P BETWEEN SPRINKLERS AND FROM WALLS,SPRINKLER HEAD MANUFACTURERS MAY HAVE MORE In Top H s Uninsulated Hot Water Pipes 12 6" =a F o 0 c u 3 c o-m P RESTRICTIVE SPACING LIMITATIONS. 3/8"PtoPEX Fitting 2" r•z u¢B H.r•z o p Side of Hot Air Diffuser 24" 12" E¢ a ° t,% `�go 1/2"ProPEX Fitting 2" Front of Hot Air Diffuser 36" 16 ..pp °' omdue 13.SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOKS DUE TO LIGHT FIXTURES OR OTHER CEILING \' - \ - 3/4"ProPIX Fitting 3" Mot Water Heater 6" 3" 3 z ¢ o n zo mu o C MOUNTED OBSTRUCTIONS. Lead F Flab 6" 3" ° �' q�'-' Gon-•° Conceal SenJu - \- Concealetl Flat 1"PmPEX Fitting 3 1/2" Furnace o o¢q 6 '�' E-8+ 14.THE PLUMBING TIE IN CONNECTIONS ARE SCHEMATIC IN NATURE AND CAN BE INSTALLED OFFTHE Sprinkler Head Cover Plate 11/4'ProPIX Fitting q1/2' SOW-250W Light fixture 5" 3" 5 g in U..1Gys,n=f co SPRINKLER LOOP ANYWHERE BETWEEN SPRINKLER TO SPRINKLER CONNECTION. 250W-499W Light Future 12 6" aOlsig'r SQ1 k 15.THIS SUGGbiLD LAYOUTIS BASED UPON INFORMATION PROVIDED BY OTHERS. CHANGES IN \CONSTRUCTION OR FIELD CONDITIONS MAY OCCUR WHICH MAY REQUIRE CHANGES TO THE LAYOUT. IT IS I Exposed Installation Requirements• ITHE RESPONSIBILITY OF THE INSTALLER TO NOTIFY UPONOR TECHNICAL SERVICES OF SUCH CHANGES. UponorAquaPEX'w tubing(white)and ProPEX'hh EP Fldings antl ProPIX'M 16. NFPA 130 6.2.5r OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS rniBrass Fl[tlngs are approved for exposed installation where the following n B.2.5,7. SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS conditions are met.(UL 1821 Approved) THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 FT.PER SPRINKLER. Exposed Wood Joist CeilingAssemblies. r, Inereb ST • B.2.5.8 SMALL AREAS CREATED BY ARCHITECTURAL FEATURES,SUCH AS PLANTER BOX WINDOWS,BAY P ^I /n y certify Nat this plan,specification, WINDOWS,AND SIMILAR FEATURES,SHALL BE EVALUATED AS FOLLOWS: 1. Joists are of dimensional lumber,engineered wood or wood I-Dols. °r ' mor report was prepared by me or under my o (1)WHERE NO ADDITIONAL FLOOR AREA IS CREATED BY THE ARCHITECTURAL FEATURE.NO 2. Joist are of depts tram 6-16 Inches(152-204 min). ® direct supervision and that I am NICETaADDITIONAL SPRINKLER PROTECTION IS REQUIRED. 3. ]Dist are of sparing from 12-24 inches(305-610 min)on center, o Certifiy (2)WHERE ADDITIONAL FLOOR ARE415 CREATED BY AN ARCHITECTURAL FEATURE,NO ADDITIONAL 4. Joists can be exposed after installation. ❑ SPRINKLER PROTECTION IS REQUIRED,PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET; 5. Metal pipe hangers spaced at maximum 24 inches(610 mm)on center N. II \ (a)THE FLOOR AREA SHALL NOT EXCEED IS FT°(1.7 Mt) are used. X 1.55' 1.66' la Brent Kotula Date: 023 S (b)THE FLOOR AREA SHALL NOT BE GREATER THAN 24 INCHES IN DEPTH AT THE DEEPEST POINT OF 6. Listed residential automatic sprinklers of maximum activation Q yn_30 + THE ARCHITECTURAL FEATURE TO THE PLANE OF THE PRIMARY WALL WHERE MEASURED temperature rating of 155oF(6BoC). 2 4 Hanger 1" Hanger NICEWater aasedcSyst No.ayout9 "h ALONG THE FINISHED FLOOR. (c)THE FLOOR SHALL NOT BE GREATER THAN 9Ff IN LENGTH WHERE MEASURED ALONG THE water-ation Systems Layout-23Le IV O PLANE OF THE PRIMARY WALL, Tubing Support$pacing: Certification Expires:June 1,2023 g (d)MEASURED FROM THE DEEPEST POINT OF THE ARCHII ELI URAL FEATURE TO THE SPRINKLER 1. MeoTubingSuppOrg. (Anchor AquaPEX Tubing Securely Enough to Support me Tubing,Yet Relaxed 1. Metal tubing supports that willetl for plastic tubing shall be used. Enough to Allow the Tubing to Expand and Contract) SHALL NOT EXCEED THE MAXIMUM LISTED SPACING OF THE SPRINKLER. 2. Do not use supports damage the tubing.Inspect metal 1= (3)THE HYDRAULIC DESIGN SHALL NOT BE REQUIRED TO CONSIDER THE AREA CREATED BY THE supports for sharp edges. 1. Along Horizontal Runs,Install Supports Every 32",If Horizontal Runs are ARCHITECTURAL FEATURE. 3. Do not rigidly anchor Uponor AquaPEXTM tubing with supports.Allow Continuously Supported,Place Tubing Supports at Six-Foot Intervals. LTA enough tubing for freedom of movement to expand and contract.17.NEPA 13D 8.3 LOCATION OF SPRINKLERS. 2. Along Vertical Runs,Install Supports Every Four to Five Feet,at Each • 8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 Floor and eta Mid-story Guide. z THROUGH 8.3.8. - m • 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 Ff.(5.1 Ma)AND LESS In-line Flow Test g m 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS,LINEN CLOSETS,AND PANTRIES THAT The In-line Flow Test can be constructed on site- It performs a flow test to e. n • MEET ALL OF THE FOLLOWING CONDmONS: High Upstream Pressure ensure proper system operation and flow(see Figure F001-B). -Ap n - (I)THE AREA OF THE SPACE DOES NOT EXCEED 24 FT.(2.2 M°). If the upstream pressure exceeds 80 psi a pressure reducing valve may q m e ii -6 (2)THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE need to be installed. Some Jurisdictions may require a pressure reducingW N O-mo mN ry\ d MATERIALS AS DEFINED IN NFPA 220,STANDARD ON TYPES OF BUILDING CONSTRUCTION. .a • 8.3.4• SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES,OPEN ATTACHED PORCHES,CARPORTS,AND valve regardless of upstream pressure. Uponor AquaPIX ' ` 3 u fin,.,m„ • SIMILAR STRUCTURES Tubing V H w ct • 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT STORAGE,PENTHOUSE 'ESEQUIPMENT ROOMS,ELEVATOR MACHINE ROOMS,CONCEALED SPACES DEDICATED IXCLUSNELY TO AND 1-1 a ._ w CRAWLCONTAININGSPAC ONLY DWELLING UNIT VENTILATION PACES EQUIPMENT,TFLOOR/CEILINGT SPACES,ELEVATOR SHAFTS, �/ ^ } i o.8 S O a CRAWL SPACES,AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING IJ J e 6 a m o n PURPOSES, _ w¢a G z O • 8.3.5.1 SUCH SPACES THAT CONTAIN FUEL-FIRED EQUIPMENT SHALL ALSO COMPLY WITH 8,3,5.1,1 OR ----- LL,' t E z 5 S m y{.,. O 0 0 _ �' • 8.3.5.1.1 WHERE THE FUEL-FIRED EQUIPMENTIS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING / X u u ¢a m a o�, £ UNIT,ND SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. I Male Threaded Coupling J PraPEX Fire a,.�/ ea • 8.3,5.1.2 WHERE FUEL-FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE Sprinkler Adapter L.L J DWELLING UNIT,AT LEAST ONE QUICKRESPONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE 1"Ball Valve ? o INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL-FIRED F. To Hot Water Heater Male Threaded Coupling LLJ cL g EQUIPMENT FROM THE OCCUPIED SPACE. g Female Threaded ../ in o 8.3.6 SPRINKLERS SHALL NOT BE REQUIRED IN UNHEATED ENCLOSURES AT THE BUILDING AT __ Tee with Water Li LL ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER ENTRANCE/EXIT. I �.> 1-I l 5 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING _ (Optiure Gauge �/ 0 ry CONDITIONS: m 0- Pressure Gauge Sprinkler Orifice Ce w (1)THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED a ` en o0 �ww-RN 10E E Os). y Flow Test ,0�// (2)THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS R To ensure the system provides enough water for proper fire sprinkler O LL o v "i�. m AT THE LOWER CEILING ELEVATION. u .. (3)•THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE /'Iae� performance,you should conduct a flow verification test. D TREATMENTS 15 NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. t-�+ Uponor Warning Signs = Q £ r 8 t E g o • m (4)SKYLIGHTS NOT EXCEEDING 32 FT.(2.97 M°)SHALL BE PERMITTED TO HAVE A PLASTIC COVER. _ - II Note: The NFPA 130 Installation Standard does not require flow rr/^) ' ' w m ¢$ 8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS I verification. 0 V l H 'z w Q m (REGARDLESS OF SIZE)LOCATED ON EXTERIOR BALCONIES,EXTERIOR BREEZEWAYS/CORRIDORS,OR a -- Pressure Reducing waterpressuresr'3 4 V ACCESSED FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED N Valve contacting ling the Water andSewer verification of your local city. Ensure the N o F;VOr x-" 11 PENETRATIONS DIRECTLY INTO THE DWELLING UNIT. available water pressure matches the pressure used In the system design. 8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND/OR AIR-CONDITIONING w SHEET DESCRIPTION E EQUIPMENT,WASHERS AND/OR DRYERS,OR WATER HEATERS EXCEPT AS ALLOWED BY 8.3.8. = I Note: The sprinkler plan indicates the most hydraulically remote sprinkler 5 18. INSULATION GUIDE USES PER NFPA 13D. 3 Main fire Shm-ofl Valve icier (or pair of sprinklers). For test requirements on other sprinlders,consult GENERAL NOTES&DETAILS your local code. ,m„ 9.1.1°WET PIPE STD:EMS.A WET PIPE SYSTEM SHALL BE PERMITTED TO BE TO BE USED WHERE ALL PIPING IS INSTALLED IN AREAS NOT SUBJECT TO FREEZING,INCLUDING AREAS PROPERLY INSULATED TO Note: It is a good Idea to notify the fire inspector at least 24 hours prior to MAINTAINS 40op, I performing a lbw verification test. This may speed up the inspection .• A.9.1.1 IN AREAS SUBJECT TO FREEZING,CARE SHOULD BE TAKEN IN UNHEATED ATTIC SPACES TO process and eliminate the need to repeat the test for the Inspector. SHEET NUMBER COVER SPRINKLER PIPING COMPLETELY WITH INSULATION. INSTALLATION SHOULD FOLLOW THE Note: See"AquOBAFE Flow Test Instruction Sheer'(Provided in CO GUIDELINES EE AL THE INSULATIONODSTHAT MANUFACTURER.COTUREE.ED. RE THE.E ARE FO THROUGH FIGURE P Contractors Documents package or online at www.0 r .coin)for FOOl u SHOW SEVERAL METHODS THAT CAN BE CONSIDERED. THESE ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONSULTATION WITH THE GENERAL CONTRACTOR AND/OR OWNER IS RECOMMENDED TO ENSURE more Information on Flow Test Setup,Assembly,Performing the Test and L PROPER METHODS AND MATERIALS ARE USED TO MAKE SURE 40.F WILL BE MAINTAINED. Troubleshooting. If there are any questions please contact Uponor. r PRVS75et psisure © UPONOR - CONFIDENTIAL At FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 114 Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DAyIycriv ® DEPT: BUILDING DIVISION AUG 16 2023 FROM: Mark Baleme CITY OF TIGARD COMPANY: Wolcott Plumbing BUILDING DIVISION PHONE: 503-667-1781 X 3001 By:�✓/� 7) EMAIL: mbaleme@wolcott.pro RE: 16885 SW Colorado LN MST2022-00356 (Site Address) (Permit Number) South River Terrace!BId 5/Unit 2 (Project name or subdivision name and tot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s)of plans. 2 Revisions: Sprinkler drawings and caics Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: Revised plans for new water service layout FOR OFFICE USE ONLY Routed to Permit Technician: Date: $/? -/y3 Initials: 6 Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: $ $ $ 4-41/. ho,,, ier44'44-/ $ 11,5 Special Instructions: Reprint Permit (per PE): ❑ Yes ❑No ❑ Done Applicant Notified: i Date: 1/7/ Initials: 6 7 - I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . RECEIVED Brent Kotula Date: 023 NICET Certification No. 113889 AUG 16 2023 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION UPOnOr AquaSAFETM Fire Safety System O F 1i , Car.: /cpgac Liu Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.4) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 R1 Data File : 43463F 002 R1 2 Story Triplex, Unit 2 + Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE - One Head Calculation (H.4) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 002 R1 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 82.33 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 100 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Uponor, Inc. Page 2 SOUTH RIVER TERRACE -One Head Calculation (H.4) Date 3/10/2023 City Water Supply: Demand: Cl - Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 -System Flow : 16.974 C2 - Residual Flow : 300 D2 -System Pressure : 82.325 Hose ( Demand ) : 5 D3 -System Demand : 21.974 Safety Margin : 25.612 150 140 130 P 120 R 110 C1 C2 E 100 ,[ S 90 D2 - S 80 . U70D� R 60 E 50 40 • 30 20 10 o D1 :V,,.... .�. . . . , . . . . . . I . . I . I . . I 1 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Fitting Legend Abbrev. Name Ys % 1 11/4 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.936 21.97 82.325 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 0.05 324 H.3 119.0 13.77 H.1 119.0 14.95 T.17 119.0 18.48 H.2 119.0 19.14 T.18 119.0 19.33 H.5 119.0 19.43 T.23 119.0 19.55 H.11 119.0 19.86 T.24 119.0 20.44 T.37 109.0 25.33 S.1 109.0 25.85 PRV 95.0 47.49 SMTR 95.0 61.61 TEE 95.0 64.97 5.0 MTR 95.0 76.35 CRB 95.0 80.0 STR 95.0 82.32 H.7 119.0 13.47 T.21 119.0 14.94 T.22 119.0 19.36 T.35 109.0 24.73 T.36 109.0 24.8 T.25 109.0 23.07 H.12 109.0 23.68 T.27 109.0 24.09 T.28 109.0 24.14 H.15 109.0 24.22 T.32 109.0 24.28 T.33 109.0 24.69 H.13 109.0 23.5 T.26 109.0 23.92 T.29 109.0 24.26 H.16 109.0 24.31 T.34 109.0 24.38 H.6 119.0 19.38 T.19 119.0 19.59 H.8 119.0 19.93 T.20 119.0 20.0 H.9 119.0 20.16 H.10 119.0 20.24 H.14 109.0 24.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE - One Head Calculation (H.4) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.4 119 4.90 8.25 0.75 Utr 2.0 10.000 150 12.000 to 2.000 0.0 H.3 119 8.25 0.671 12.000 0.1473 1.768 Vel = 7.49 H.3 119 0.0 0.75 Utr 2.0 6.000 150 13.768 to 2.000 0.0 H.1 119 8.25 0.671 8.000 0.1474 1.179 Vel = 7.49 H.1 119 0.0 0.75 Utb 17.0 5.000 150 14.947 to Utr 2.0 19.000 0.0 T.17 119 8.25 0.671 24.000 0.1474 3.537 Vel = 7.49 T.17 119 -5.19 0.75 Utb 17.0 9.000 150 18.484 to Utr 2.0 19.000 0.0 H.2 119 3.06 0.671 28.000 0.0236 0.660 Vel = 2.78 H.2 119 0.0 0.75 Utr 2.0 6.000 150 19.144 to 2.000 0.0 T.18 119 3.06 0.671 8.000 0.0235 0.188 Vel = 2.78 T.18 119 -1.95 0.75 Utb 17.0 7.000 150 19.332 to Utr 2.0 19.000 0.0 H.5 119 1.11 0.671 26.000 0.0037 0.095 Vel = 1.01 H.5 119 0.0 0.75 Utb 17.0 16.000 150 19.427 to 17.000 0.0 T.23 119 1.11 0.671 33.000 0.0036 0.120 Vel = 1.01 T.23 119 1.75 0.75 Utr 2.0 13.000 150 19.547 to 2.000 0.0 H.11 119 2.86 0.671 15.000 0.0208 0.312 Vel = 2.59 H.11 119 0.0 0.75 Utb 17.0 11.000 150 19.859 to 17.000 0.0 T.24 119 2.86 0.671 28.000 0.0208 0.583 Vel = 2.59 T.24 119 2.00 1 Utb 17.0 19.973 150 20.442 to 14.000 4.331 T.37 109 4.86 0.862 33.973 0.0164 0.556 Vel = 2.67 T.37 109 12.11 1.25 T 2.44 6.000 150 25.329 to 2.440 0.0 S.1 109 16.97 1.054 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.853 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 47.490 to 14.000 ** Fixed Loss = 14 SMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 61.614 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.358 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 64.972 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 21.97 1.054 53.661 0.1002 5.375 Vel = 8.08 MTR 95 0.0 1 20.000 150 76.347 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE - One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf CRB 95 0.0 1 10.000 150 79.999 to 1.000 ** Fixed Loss = 1 STR 95 21.97 0.995 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 82.325 K Factor= 2.42 H.4 119 8.73 0.75 Utr 2.0 7.000 150 12.000 to 2.000 0.0 H.7 119 8.73 0.671 9.000 0.1636 1.472 Vel = 7.92 H.7 119 0.0 0.75 Utr 2.0 7.000 150 13.472 to 2.000 0.0 T.21 119 8.73 0.671 9.000 0.1637 1.473 Vel = 7.92 T.21 119 0.0 0.75 Utb 17.0 10.000 150 14.945 to 17.000 0.0 T.22 119 8.73 0.671 27.000 0.1636 4.417 Vel = 7.92 T.22 119 -1.75 1 Utb 17.0 18.460 150 19.362 to 14.000 4.331 T.35 109 6.98 0.862 32.460 0.0319 1.037 Vel = 3.84 T.35 109 5.13 1.25 2.000 150 24.730 to 0.0 T.36 109 12.11 1.054 2.000 0.0335 0.067 Vel = 4.45 T.36 109 0.0 1.25 Utr 4.0 1.000 150 24.797 to Uel 11.0 15.000 0.0 T.37 109 12.11 1.054 16.000 0.0332 0.532 Vel = 4.45 0.0 T.37 12.11 25.329 K Factor= 2.41 T.17 119 5.19 1 14.000 150 18.484 to 4.331 T.25 109 5.19 0.862 14.000 0.0184 0.258 VeI= 2.85 T.25 109 -2.37 0.75 Utb 17.0 11.000 150 23.073 to Utr 2.0 19.000 0.0 H.12 109 2.82 0.671 30.000 0.0203 0.609 Vel = 2.56 H.12 109 0.0 0.75 Utr 2.0 18.000 150 23.682 to 2.000 0.0 T.27 109 2.82 0.671 20.000 0.0204 0.407 Vel = 2.56 T.27 109 -0.59 0.75 Utr 2.0 2.000 150 24.089 to 2.000 0.0 T.28 109 2.23 0.671 4.000 0.0130 0.052 Vel = 2.02 T.28 109 0.59 0.75 Utr 2.0 2.000 150 24.141 to 2.000 0.0 H.15 109 2.82 0.671 4.000 0.0202 0.081 Vel = 2.56 H.15 109 0.0 0.75 Utr 2.0 1.000 150 24.222 to 2.000 0.0 T.32 109 2.82 0.671 3.000 0.0203 0.061 Vel = 2.56 T.32 109 0.0 0.75 Utb 17.0 3.000 150 24.283 to 17.000 0.0 T.33 109 2.82 0.671 20.000 0.0203 0.406 Vel = 2.56 T.33 109 2.32 1.25 Utr 4.0 2.000 150 24.689 to 4.000 0.0 T.35 109 5.14 1.054 6.000 0.0068 0.041 Vel = 1.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe *`"""*` Notes ***"* Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 T.35 5.14 24.730 K Factor= 1.03 T.25 109 2.36 0.75 Utb 17.0 10.000 150 23.073 to Utr 2.0 19.000 0.0 H.13 109 2.36 0.671 29.000 0.0146 0.423 Vel = 2.14 H.13 109 0.0 0.75 Utb 17.0 12.000 150 23.496 to 17.000 0.0 T.26 109 2.36 0.671 29.000 0.0146 0.422 Vel = 2.14 T.26 109 -0.05 0.75 Utr 2.0 5.000 150 23.918 to Utb 17.0 19.000 0.0 T.29 109 2.31 0.671 24.000 0.0140 0.337 Vel = 2.10 T.29 109 0.0 0.75 Utr 2.0 2.000 150 24.255 to 2.000 0.0 H.16 109 2.31 0.671 4.000 0.0140 0.056 Vel = 2.10 H.16 109 0.0 0.75 Utr 2.0 3.000 150 24.311 to 2.000 0.0 T.34 109 2.31 0.671 5.000 0.0140 0.070 Vel = 2.10 T.34 109 0.0 0.75 Utb 17.0 5.000 150 24.381 to 17.000 0.0 T.33 109 2.31 0.671 22.000 0.0140 0.308 Vel = 2.10 0.0 T.33 2.31 24.689 K Factor= 0.46 T.18 119 1.95 0.75 Utr 2.0 3.000 150 19.332 to 2.000 0.0 H.6 119 1.95 0.671 5.000 0.0104 0.052 Vel = 1.77 H.6 119 0.0 0.75 Utb 17.0 3.000 150 19.384 to 17.000 0.0 T.19 119 1.95 0.671 20.000 0.0102 0.204 Vel = 1.77 T.19 119 0.05 0.75 Utb 17.0 4.000 150 19.588 to Uel 11.0 28.000 0.0 H.8 119 2.0 0.671 32.000 0.0107 0.341 Vel = 1.81 H.8 119 0.0 0.75 Utr 2.0 5.000 150 19.929 to 2.000 0.0 T.20 119 2.0 0.671 7.000 0.0107 0.075 Vel = 1.81 T.20 119 0.0 0.75 Utr 2.0 13.000 150 20.004 to 2.000 0.0 H.9 119 2.0 0.671 15.000 0.0107 0.160 Vel = 1.81 H.9 119 0.0 0.75 Utr 2.0 5.000 150 20.164 to 2.000 0.0 H.10 119 2.0 0.671 7.000 0.0107 0.075 Vel = 1.81 H.10 119 0.0 0.75 Utb 17.0 2.000 150 20.239 to 17.000 0.0 T.24 119 2.0 0.671 19.000 0.0107 0.203 Vel = 1.81 0.0 T.24 2.00 20.442 K Factor= 0.44 T.22 119 1.75 0.75 Utr 2.0 3.000 150 19.362 to Utb 17.0 19.000 0.0 T.23 119 1.75 0.671 22.000 0.0084 0.185 Vel = 1.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 3/10/2023 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 T.23 1.75 19.547 K Factor= 0.40 T.19 119 -0.05 1 21.214 150 19.588 to 4.331 T.26 109 -0.05 0.862 21.214 0 -0.001 Vel = 0.03 0.0 T.26 -0.05 23.918 K Factor= -0.01 T.27 109 0.60 0.75 Utb 17.0 5.000 150 24.089 to Utr 2.0 19.000 0.0 H.14 109 0.6 0.671 24.000 0.0011 0.027 Vel = 0.54 H.14 109 0.0 0.75 Utb 17.0 5.000 150 24.116 to 17.000 0.0 T.28 109 0.6 0.671 22.000 0.0011 0.025 Vel = 0.54 0.0 T.28 0.60 24.141 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . Brent Kotula Date: 2023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV Certification Expires: June 1, 2023 UPOnOr AquaSAFETM Fire Safety System OFFICE COP ( I CA g St.o Leo -b b Let) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 002 R1 Data File : 43463F 002 R1 2 Story Triplex, Unit 2 + Mirror.wx2 19 Vllint-41nm NI N I IRA n3nR7 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 9/29/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 002 R1 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 .04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES i Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.6235 Psi Required 91.56 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. . E Static (Psi) - 108 Elev. R Residual (Psi) - 100 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y \rt/inrlham N H I ISA 03087 Water Supply Curve Page 2 Uponor, Inc. Date 3/10/2023 SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 100 D2 - System Flow : 26.624 C2- Residual Flow : 300 D2 - System Pressure : 91.563 Hose ( Demand ) : 5 D3 - System Demand : 31.624 Safety Margin : 16.313 150 140 130 P 120 C1 R 110 0 C2 E100 - D2 S 90 S 80 U 70 R 60 E 50 40 30 20 10 ° D1 50 100 150 200 250 300 350 400 450 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor, Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023 Fitting Legend Abbrev. Name 'A '/. 1 1/ 1%: 2 2'% 3 3V2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel* Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE -Two Head Calculation (H.7 & H.5) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 100 300.0 107.875 31.62 91.563 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 119.0 4.9 7.04 13.0 0.05 256 T.21 119.0 8.25 T.22 119.0 11.87 T.35 109.0 18.32 T.36 109.0 18.47 T.37 109.0 19.63 S.1 109.0 20.83 PRV 95.0 43.21 SMTR 95.0 57.5 TEE 95.0 65.22 5.0 MTR 95.0 81.76 CRB 95.0 87.96 STR 95.0 91.56 H.4 119.0 7.6 H.3 119.0 8.34 H.1 119.0 8.84 T.17 119.0 10.32 T.25 109.0 15.05 H.12 109.0 16.25 T.27 109.0 17.05 T.28 109.0 17.15 H.15 109.0 17.31 T.32 109.0 17.43 T.33 109.0 18.22 H.2 119.0 10.17 T.18 119.0 10.13 H.6 119.0 10.42 T.19 119.0 11.6 H.8 119.0 12.5 T.20 119.0 12.69 H.9 119.0 13.12 H.10 119.0 13.31 T.24 119.0 13.85 H.5 119.0 4.9 7.73 13.62 0.05 256 T.23 119.0 11.53 H.11 119.0 12.34 H.13 109.0 15.51 T.26 109.0 15.97 T.29 109.0 16.96 H.16 109.0 17.12 T.34 109.0 17.32 H.14 109.0 17.1 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE -Two Head Calculation (H.7& H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf'Ft Pf H.7 119 4.90 7.84 0.75 Utr 2.0 7.000 150 7.040 to 2.000 0.0 T.21 119 7.84 0.671 9.000 0.1342 1.208 Vel = 7.11 T.21 119 0.0 0.75 Utb 17.0 10.000 150 8.248 to 17.000 0.0 T.22 119 7.84 0.671 27.000 0.1341 3.622 Vel = 7.11 T.22 119 2.43 1 Utb 17.0 18.460 150 11.870 to 14.000 4.331 T.35 109 10.27 0.862 32.460 0.0653 2.120 Vel = 5.65 T.35 109 8.20 1.25 2.000 150 18.321 to 0.0 T.36 109 18.47 1.054 2.000 0.0725 0.145 Vel = 6.79 T.36 109 0.0 1.25 Utr 4.0 1.000 150 18.466 to Uel 11.0 15.000 0.0 T.37 109 18.47 1.054 16.000 0.0726 1.162 Vel = 6.79 T.37 109 8.15 1.25 T 2.44 6.000 150 19.628 to 2.440 0.0 S.1 109 26.62 1.054 8.440 0.1429 1.206 Vel = 9.79 S.1 109 0.0 1.25 E 1.22 8.000 150 20.834 to 1.220 21.063 ** Fixed Loss = 15 PRV 95 26.62 1.054 9.220 0.1428 1.317 Vel = 9.79 PRV 95 0.0 1.25 2.000 150 43.214 to 14.000 ** Fixed Loss = 14 SMTR 95 26.62 1.054 2.000 0.1430 0.286 Vel = 9.79 SMTR 95 0.0 1.25 E 1.22 50.000 150 57.500 to G 0.407 4.067 0.0 TEE 95 26.62 1.054 T 2.44 54.067 0.1428 7.723 Vel = 9.79 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 65.223 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 31.62 1.054 53.661 0.1964 10.539 Vel = 11.63 MTR 95 0.0 1 20.000 150 81.762 to 1.000 ** Fixed Loss = 1 CRB 95 31.62 0.995 20.000 0.2600 5.200 Vel = 13.05 CRB 95 0.0 1 10.000 150 87.962 to 1.000 ** Fixed Loss = 1 STR 95 31.62 0.995 10.000 0.2601 2.601 Vel = 13.05 0.0 STR 31.62 91.563 K Factor= 3.30 H.7 119 5.16 0.75 Utr 2.0 7.000 150 7.040 to 2.000 0.0 H.4 119 5.16 0.671 9.000 0.0619 0.557 Vel = 4.68 H.4 119 0.0 0.75 Utr 2.0 10.000 150 7.597 to 2.000 0.0 H.3 119 5.16 0.671 12.000 0.0620 0.744 Vel = 4.68 H.3 119 0.0 0.75 Utr 2.0 6.000 150 8.341 to 2.000 0.0 H.1 119 5.16 0.671 8.000 0.0619 0.495 Vel = 4.68 H.1 119 0.0 0.75 Utb 17.0 5.000 150 8.836 to Utr 2.0 19.000 0.0 T.17 119 5.16 0.671 24.000 0.0619 1.486 Vel = 4.68 .---...--., _ �...1..r-_._- I.__ f_..... 4e. lnr,,,.ati.,.., Al U I ICA n/nQ7 • Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.7& H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.17 119 1.39 1 14.000 150 10.322 to 4.331 T.25 109 6.55 0.862 14.000 0.0284 0.398 Vel = 3.60 T.25 109 -2.48 0.75 Utb 17.0 11.000 150 15.051 to Utr 2.0 19.000 0.0 H.12 109 4.07 0.671 30.000 0.0399 1.196 Vel = 3.69 H.12 109 0.0 0.75 Utr 2.0 18.000 150 16.247 to 2.000 0.0 T.27 109 4.07 0.671 20.000 0.0399 0.798 Vel = 3.69 T.27 109 -0.86 0.75 Utr 2.0 2.000 150 17.045 to 2.000 0.0 T.28 109 3.21 0.671 4.000 0.0258 0.103 Vel = 2.91 T.28 109 0.86 0.75 Utr 2.0 2.000 150 17.148 to 2.000 0.0 H.15 109 4.07 0.671 4.000 0.0398 0.159 Vel = 3.69 H.15 109 0.0 0.75 Utr 2.0 1.000 150 17.307 to 2.000 0.0 T.32 109 4.07 0.671 3.000 0.0400 0.120 Vel = 3.69 T.32 109 0.0 0.75 Utb 17.0 3.000 150 17.427 to 17.000 0.0 T.33 109 4.07 0.671 20.000 0.0399 0.797 Vel = 3.69 T.33 109 4.12 1.25 Utr 4.0 2.000 150 18.224 to 4.000 0.0 T.35 109 8.19 1.054 6.000 0.0162 0.097 Vel = 3.01 0.0 T.35 8.19 18.321 K Factor= 1.91 T.17 119 -1.38 0.75 Utb 17.0 9.000 150 10.322 to Utr 2.0 19.000 0.0 H.2 119 _ -1.38 0.671 28.000 -0.0054 -0.152 Vel = 1.25 H.2 119 0.0 0.75 Utr 2.0 6.000 150 10.170 to 2.000 0.0 T.18 119 -1.38 0.671 8.000 -0.0054 -0.043 Vel = 1.25 T.18 119 6.40 0.75 Utr 2.0 3.000 150 10.127 to 2.000 0.0 H.6 119 5.02 0.671 5.000 0.0588 0.294 Vel = 4.55 H.6 119 0.0 0.75 Utb 17.0 3.000 150 10.421 to 17.000 0.0 T.19 119 5.02 0.671 20.000 0.0588 1.175 Vel = 4.55 T.19 119 -1.65 0.75 Utb 17.0 4.000 150 11.596 to Uel 11.0 28.000 0.0 H.8 119 3.37 0.671 32.000 0.0282 0.901 Vel = 3.06 H.8 119 0.0 0.75 Utr 2.0 5.000 150 12.497 to 2.000 0.0 T.20 119 3.37 0.671 7.000 0.0281 0.197 Vel = 3.06 T.20 119 0.0 0.75 Utr 2.0 13.000 150 12.694 to 2.000 0.0 H.9 119 3.37 0.671 15.000 0.0281 0.422 Vel = 3.06 H.9 119 0.0 0.75 Utr 2.0 5.000 150 13.116 to 2.000 0.0 H.10 119 3.37 0.671 7.000 0.0281 0.197 Vel = 3.06 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 3/10/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total PfiFt Pf H.10 119 0.0 0.75 Utb 17.0 2.000 150 13.313 to 17.000 0.0 T.24 119 3.37 0.671 19.000 0.0282 0.535 Vel = 3.06 T.24 119 4.79 1 Utb 17.0 19.973 150 13.848 to 14.000 4.331 T.37 109 8.16 0.862 33.973 0.0427 1.449 Vel= 4.49 0.0 T.37 8.16 19.628 K Factor= 1.84 T.18 119 -6.40 0.75 Utb 17.0 7.000 150 10.127 to Utr 2.0 19.000 0.0 H.5 119 -6.4 0.671 26.000 -0.0922 -2.398 Vel = 5.81 H.5 119 4.90 13.62 0.75 Utb 17.0 16.000 150 7.729 to 17.000 0.0 T.23 119 7.22 0.671 33.000 0.1152 3.802 Vel = 6.55 T.23 119 -2.43 0.75 Utr 2.0 13.000 150 11.531 to 2.000 0.0 H.11 119 4.79 0.671 15.000 0.0539 0.808 Vel = 4.35 H.11 119 0.0 0.75 Utb 17.0 11.000 150 12.339 to 17.000 0.0 T.24 119 4.79 0.671 28.000 0.0539 1.509 Vel = 4.35 0.0 T.24 4.79 13.848 K Factor= 1.29 T.25 109 2.48 0.75 Utb 17.0 10.000 150 15.051 to Utr 2.0 19.000 0.0 H.13 109 2.48 0.671 29.000 0.0159 0.462 Vel = 2.25 _ H.13 109 0.0 0.75 Utb 17.0 12.000 150 15.513 to 17.000 0.0 T.26 109 2.48 0.671 29.000 0.0159 0.461 Vel = 2.25 T.26 109 1.64 0.75 Utr 2.0 5.000 150 15.974 to Utb 17.0 19.000 0.0 T.29 109 4.12 0.671 24.000 0.0409 0.982 Vel = 3.74 T.29 109 0.0 0.75 Utr 2.0 2.000 150 16.956 to 2.000 0.0 H.16 109 4.12 0.671 4.000 0.0410 0.164 Vel = 3.74 H.16 109 0.0 0.75 Utr 2.0 3.000 150 17.120 to 2.000 0.0 T.34 109 4.12 0.671 5.000 0.0408 0.204 Vel = 3.74 T.34 109 0.0 0.75 Utb 17.0 5.000 150 17.324 to 17.000 0.0 T.33 109 4.12 0.671 22.000 0.0409 0.900 Vel = 3.74 0.0 T.33 4.12 18.224 K Factor= 0.97 T.23 119 2.43 0.75 Utr 2.0 3.000 150 11.531 to Utb 17.0 19.000 0.0 T.22 119 2.43 0.671 22.000 0.0154 0.339 Vel = 2.20 0.0 T.22 2.43 11.870 K Factor= 0.71 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 SOUTH RIVER TERRACE-Two Head Calculation (H.7& H.5) Date 3/10/2023 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.19 119 1.65 1 21.214 150 11.596 to 4.331 T.26 109 1.65 0.862 21.214 0.0022 0.047 Vel = 0.91 0.0 T.26 1.65 15.974 K Factor= 0.41 T.27 109 0.86 0.75 Utb 17.0 5.000 150 17.045 to Utr 2.0 19.000 0.0 H.14 109 0.86 0.671 24.000 0.0022 0.053 Vel = 0.78 H.14 109 0.0 0.75 Utb 17.0 5.000 150 17.098 to 17.000 0.0 T.28 109 0.86 0.671 22.000 0.0023 0.050 Vel = 0.78 0.0 T.28 0.86 17.148 K Factor= 0.21 __ .__ n_. fr?S7-WZ2,- 0035k, /&, 6 Colomtto L►,. City of Tigard Deferral Until Occupancy Request T►G n It D Washington County Transportation Development Tax (TDT),Transportation and Parks System Development Charges (SDCs) This form is to be signed and submitted prior building permit issuance or, if no building permit is required,then upon land use approval (TMC 3.24, as amended by Ordinance No.21-09). Date: 10/3/2022 Site Address: 16885 SW Colorado Lane Project South River Terrace Land Use Case or MST2022-00356 Name: Bldg 5 Unit 2 Building Permit#: Tax Lot 2S107AD05200 Total Parks $6,336.00 #: Tract H Amount*: TDT N/A Total TSDC Amount: Amount*: $7,002.00 *The total TSDC amount shown above is the sum of$ 4,527.00 for TSDC-Improvement,$261.00 for TSDC- Reimbursement,and$2,214.00 for TSDC-River Terrace, if applicable.. *The total Parks SDC amount shown above is the sum of$5,129.00 for Parks-Improvement,$ 1,207.00 for Parks- Reimbursement,and either$ N/A for Parks-Neighborhood or$ N/A for Parks-Neighborhood River Terrace. This constitutes my request to defer payment of the TDT,TSDC, and Parks SDCs, as provided above, until occupancy. Payment of the TDT,TSDC, and Parks SDCs may be deferred until issuance of the occupancy permit. In requesting this option, I understand that any deferred TDT,TSDC, and Parks SDCs must be paid prior to final inspection or issuance of an occupancy permit. TDT may only be deferred if the TDT is greater than the amount for a single-family residence. I further understand that the amount of TDT due on deferred obligations shall be the amount in effect at the time of issuance of the building permit. For a deferral request to be accepted both the Property Owner and the Developer must sign this request. Property Owner: Owucr ALavvvE,Alatrw -a fy(Taylor Morrison NW) Date: 10/03/2022 Developer:Owucu- ALo.- wL Aiia141.a-fy(Taylor Morrison NW) Date: 10/03/2022 Date: 10/3/2022 Permit Coordinator: �/' � t'�(✓ � 1114 CITY OF TIGARD MASTER PERMIT COMMUNITY DEVELOPMENT Permit#: MST202200356 Date Issued: 12/15/2022 Fir;A It f) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16885 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H,Building 5, Unit 2 Project Description: New detached dwelling (2 of 3)Units. NO FINAL UNTIL DEFERRED SDC FEES ARE APID. BUILDING Floor Areas Required Setbacks Required Stones: 2 Bedrooms: 3 First: 672 st Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 25 Bathrooms: 3 Second: 953 sf Garage: 287 sf Front: 12 Smoke Yes Dwelling Units: 1 Third: 0 st Right: 0 Detectors: Total: 1625 at Value: 5262,507.16 Rear: 10 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Lavatories: 4 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Drains: 0 Storm Sewer: 100 Tubs/Showers: 2 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 0 Catch Basins: 0 Bckflw Prevntr: Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1 Other Fixtures: 0 Drywall-Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: Y Vent Fans: 4 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Fum<100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp SrvcfFeeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add'I 500 st: 2 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr: 0 Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0 601-1000 amp: 0 601+amp-1000v: 0 1000+amp/volt: 0 ELECTRICAL-RESTRICTED ENERGY SF Residential Audio&Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Y Other: N Other Description: Ecompasing: BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: NEW SFA VB R-3 1625 Owner; Contractor: TAYLOR MORRISON NORTHWEST LLC WILLIAM LYON HOMES INC Required Items and Reports(Conditions) 703 BROADWAY ST STE 510 703 BROADWAY STREET,SUITE 510 1 Ersn Cntrl 503-639-4175 VANCOUVER,WA 98660 VANCOUVER,WA 96660 2 Fire Rated Conditions PHONE: PHONE: 360-695-7700 FAX: Total Fees: $15,881.83 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done In accordance with approved plans. This permit will expire If work is not started within 180 days of issuance, or if work is suspended far more the 180 days. ATTENTION: Oregon I es you to fallow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR oc9_nn1-nnin Ihrn, AP e52no1 Vnn a,.nht llNe cnn,,of the rulee nr dirart nupcnnne In Ol INC by eellinn SW/917 1QR7 nr 1 Ann 119 91dd Issued By: Permittee Signature: .nr—[/ Call 503.639. 75 by 7:00 a.m.for the next available Inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the lob site at the time of each Inspection. IIII CITY OF TIGARD SEWER CONNECTION PERMIT COMMUNITY DEVELOPMENT Permit#: SWR2022-00143 Date Issued: 12/15/2022 T t L1 A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16885 SW COLORADO LN Project: South River Terrace,Tract H, Building 5, Unit 2 Subdivision: SOUTH RIVER TERRACE Lot: H Project Description: Sewer connection for new detached dwelling(2 of 3)Units,each with separate sewer permits. Contractor: Owner: TAYLOR MORRISON NORTHWEST LLC 703 BROADWAY ST STE 510 VANCOUVER,WA 98660 PHONE: PHONE: FAX: FEES Description Date Amount Specifics: Sewer Connection Fee 12/15/2022 $6,625.00 Sewer Inspection-Residential 12/15/2022 $35.00 Type of Use: SFA Class of Work: NEW Install Type: Line Tap and Building Sewer Fixture Units: Number of Dwelling Units: 1 Total $6,660.00 Required Items and Reports(Conditions) This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center hose rules are set forth iii4DAR,52-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules Issued By: j" Permittee Signature: tj er" e.. r 't c `i1s �r 1 Call 503.639.4175 by 7: a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. ,- Building Permit Application RECEIVED Residential AUG 2 4.Wit City Of Tigard Received /j / Permit No.: MS1�(_' 00". g CITY OF TI iD ee: iR L 13125 SW Hall Blvd.,Tigard,OR 978223 plan Review .��QQ 5weaeI ._OU Phone: 503.718.2439 Fax: 503.598.1960 ( p ate ay: ��V I ZZ Other permit: Inspection Line 503.639.4175 Date Ready/By: 11 r�s El See Page 2 for Ti A}�I) Internet: www.tigard-or.gov No'fed/Method: .L/(L./ZZ Supplemental Information :-* ' II. 4 J •iREQUIRED DATA:1 AND 2-FAMILY DWELLING ,TYRE OF;WORK , ®New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead, pro t for the'^ K work indicated on this application. li Q�11, I Yl •1. t!' CI7'EGORY'OFaCONSTRUCTION F+;r €° a^�; Valuation: $ 00 ®1-and 2-family dwelling 0 Commercial/industrial 0 Accessory building ^1 Number of bedrooms: 3 ❑Multi-family 0 Master builder 0 Other: Number of bathrooms:�6- 3 JOB SITE INFO' AND LISATIOi ` ",t Total number of floors:2 t 9 1 g- Job site address: 16885 SW Colorado LN New dwelling area: 1,625 square feet 153 City/State/ZIP: Tigard,Oregon 97120 Garage/carport area: 287 square feet U-7)- Suite/bldg./apt.no.: BLDG 5 Project name:South River Terrace Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:CQMMERCIAL-USE CHE ftCI LIST Subdivision: South River Terrace I Lot no.: TRACT H Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the 1 D I N OF WORK "� r ' = work indicated on this application Type:a pit A-481200A(UNIT 2) Valuation: $ � �ewConstTuction/ V Deferrals:Park SDC&TSDC until occupancy. Existing building area: square feet Projected start: September 2022 New building area: square feet 0yPROPERTY_OWNERe' ❑TENANT & _. Number of stories: Name:Taylor Morrison Northwest LLC Type of construction: Address:703 Broadway St.,Ste 710 Occupancy groups: City/State/ZIP:Vancouver,WA 98660 Existing: Phone:(360) 946-8674 Fax:( ) New: a� '1A�PPLICANNlJ - ;0 CONTACTPER ON U9 *'_, .BUILDING PERMIT FEES* ` "' . i'...., ' (Please refer to fee schedule) Business name:Taylor Morrison Northwest LLC Structural plan review fee(or deposit): Contact name:Omar Alami Abouhafs FLS plan review fee(if applicable): Address:703 Broadway St., Ste 710 Total fees due upon application: City/State/ZIP:Vancouver,WA 98660 Amount received: Phone:(360)946-8674 Fax::( )360 693-4442 PHOTOVOLTAIC E-mail:Perini[Submittals@taylormorrison.com LTAIC SOLAR PANEL SYSTEM FEES' Commercial and residential prescriptive installation of * 4 CONTRACTOR i, '1,, sr. r4 R.t w . r- .,t ;,i roof-top mounted Photovoltaic Solar Panel System. Business name:Taylor Morrison Northwest LLC Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address:703 Broadway St., STE 710 Solar Installation Specialty Code checklist. Ci /state/ZIP: WA 98660 Permit Fee(includes plan review $180.00 ty Vancouver, and administrative fees): Phone:( )360 695-7700 Fax:( )360 693-4442 State surcharge(12%of permit fee): $21.60 CCB lie.:207247 Total fee due upon application: $201.60 DJ%d-4 i1 G'4158L4 This permit application expires if a permit is not obtained Authorized signature: .rY within ISO days after it has been accepted as complete. Print name:Omar Alami Abouhafs Date:08/15/2022 *Fee methodology set by Tri-County Building Industry Service Board. I:iBuilding\Pennits1BUP-RESPermitApp.doc 02/24/2011 440.4613T(11/02/COM/WEB) • s.Mechanical Permit Application Doti OFF CF USE ONLY City of Ti and Received ` g Date/By: Pernik No.: 1312S SW Hall Blvd.,Tigard,OR 97223 Plan Review IIIIIIPhone: 503.718.2439 Fax: 503.598.1960 Ins Other Permit: Inspection Line: 503.639.4175 DatelRe: 71;;r{altr) p Date Ready/By Jar . ®Sec Pape 2 for Internet: www.tigard-or.gov Noti6edMlcthod: Supplemental Information TYPE OF WORK COMMERCIAL FEE* SCHEDULE - USE CHECKLIST Mechanical permit fees*are based on the value of the work ®New construction 0 Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all 0 Demolition ❑Other. mechanical materials,equipment,labor,overhead,and profit. Value:S CATEGORY OF CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES* IT I-and 2-family dwelling 0 Commercial/industrial 0 Accessory building For special infor,uaeion usedhecklst i Multi-family 0 Master builder ❑Other. Description Qty. Ea. Total JOB SITE INFORMATION AND LOCATION Heatinrylconlin Air conditioning 1 46.75 46.75 Job site address: 16885 SW Colorado LN Furnace 100.000 BTU(duets/vents) 1 46.75 46.75 City/State/ZIP:Tigard,OR 97224 Furnace 100.0001 BTU(duets/vents) 54.91 Suite/bldg./apt no.:Building 5 Project name: South River Terrace Heat pump 1 61.06 61.06 Duct work 23.32 Cross street/directions to job site: Hydronic hot water system 23.32 Residential boiler(radiator or hydronic) 23.32 Unit heaters(fuel-type,not electric), in-wall,in-duct,suspended,etc. 46.75 Flue/vent for any of above 2332 Subdivision: South River Terrace I Lot no.: Trams H Otter 23.32 Other fuel appliances: Tax map/parcel no.: Water beater 23.32 DESCRIPTION OF WORK Gas fireplace/insert 33.39 - Flue vent for water heater or gas New construction-Type SFU fireplace 23.32 UNIT 2 Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23.32 El PROPERTY OWNER ❑ TENANT Other: 23.32 - Environmental exhaust and ventilation: Name:Taylor Morrison Northwest LLC. Range hood/other kitchen 33.39 Address:703 Broadway St.,Ste.510 equipment 1 33.39 Clothes dryer exhaust 1 33.39 33.39 City/State/ZIP:Vancouver,WA 98660 Single-duct exhaust(bathrooms, 23.32 toilet compartments,utility rooms)_ 1 23.32 Phone:(360)695-7700 Fax:( ) Attic/crawlspace fans 23.32 ® APPLICANT 0 CONTACT PERSON Other: 23.32 Business name:Taylor Morrison Northwest LLC. Fuel piping: S14.15 for first four,S4.03 for each additional Contact name: Omar Alami Abouhafs FUmace,etc. 1 Address:703 Broadway St.,Ste 510 Gas heat pump 1 Wall/suspended/unit heater City/State/ZIP:Vancouver,WA 98660 Water heater 1 Phone:(360)695-7700 Fax::(360)693-4442 Fireplace , 1 Range 1 E-mail:permitsubmittals@taylormorrison.com Barbecue 0111( CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling Other: MECHANICAL PERMIT FEES* Address: NW Alociek Dr,Ste.1104 Subtotal $262.84 City/State/ZIP:Hillsboro,OR Minimum permit fee(S90.00) Platt review(25%of permit fee) Phone:(360)270-1590 Fax:( ) Slate surcharge(12%of permit fee) CCB lie.:209001 TOTAL PERMIT FEE ( This permit application expires if a permit is not obtained within 180 ( 1'w JJ I lu 41 days after it has been accepted as complete. Authorized signature: ' Fee methodology set by Tri•County Building Industry Service Board Print name:Elia Duran Date: 10/30/20 rUbil4iwlPremvr1MFr P.rma arm Nn,11 Arr. AAA•el-T III m9wv„em.Fo: Electrical Permit Application FOR OFFICE USE ONLY City of Tigard Received 13125 SW Hall Blvd.,Tigard,OR 97223 Date/By: P rmit ill 0 Phone: 503.718.2439 Fax: 503.598.19 Plan Review 60 DatelBy Related Permit k: T t c A R U Inspection Line: 503.639.4175 Ready Date/By .iuns ®See Page 2 for Internet: wµw.tigard-or.gav Notified.'Method. Supplemental Information I TYPE OF WORK PLAN REVIEW O New construction 0 Addition/alteration/replacement Please cheek all that apply(submit;sets of plans w/items checked) IDService or feeder 400 amps or more 0 Building over three stories 0 Demolition 0 Other: . CATEGORY OF CONSTRUCTION where the available fault current 0 Marinas and boatyards. exceeds 10,000 amps at 150 volts or 0 Floating buildings 0 1-and 2-family do.el ling 0 Commercial/industrial ❑Accessory building Tess to ground,or exceeds 14,000 ❑Commercial•use agricultural amps for all other installations. buildings. I ❑ Multi-fantilv 0 Master builder ❑Other: ❑Firepump ' - ❑larger Installation KJOB separately derived Job='. I Job site address: 16885 SW Colorado LN ❑Addition of new motor Toad of system 100HP or more. ❑"A" "E""i-2" '•t-3", City/State/ZIP: Tigard,OR 97140 ❑Six or more residential units occupancy. ❑Health-care facilities. ❑Recreational vehicle parks. Suite/bldg./apt.#:Building 5 I Project name: South River Terrace ❑Hazardous Locations. 0 Supply voltage far more than ❑Service or feeder 600 amps or more. 600 volts nominal Cross street/directions to job site: FEE SCHEDULE Description I Qty. I Earl, I Total I • New residential single-or multi-family dwelling unit. Subdivision: South River Terrace I Lot#: -tract H Includes attached garage. Tax map/parcel#: 1,000 sq.R.or less 168.54 4 DESCRIPTION OF WORK Es.add9 500 sq ft.or portion 3 33.92 101.76 I I Limited energy,residential New construction,Type SFU (with above sq.It) 75.00 2 UNIT 2 Limited energy,multifamily residential(with above sq-ft.) 75.00 2 III OWNERI ❑ TENANT Renewable Energy 0 See Page 2 Services or feeders installation,alteration,and/or relocation Name: Taylor Morrison Northwest LLC. 200 amps or less 1 100.70 100.7 2 Address: 703 Broadway St.,Ste 710 201 amps to 400 amps 133.56 2 City/StateJZ1P: Vancouver,WA 98660 401 amps to 600 amps ps 200.34 2 601 amps to 1,000 amps 301.04 2 Phone:( 360 )946 8674 I Fax:( ) Over 1,000 amps or volts 552.26 2 Email: OAlamiAboohafsttaylormorrison.com-PermitSubmittals4ra}lormorrison.com Temporaryservices or feeders installation,alteration,and/or relocation Owner installation:This installation is being made on property that I own which is not 200 amps or less 59.36 I intended for sale, lease,rent,or exchange,according to ORS 447,449.670.and 701. 201 amps to 400 amps 12508 2 1 Owner signature: Dare: 401 amps to 599 amps 168 54 2 ❑ APPLICANT ' 0 CONTACT PERSON Branch circuits-new,alteration,or extension,per panel A.Fee for branch circuits with I Business name:Taylor Morrison Northwest LLC. above service or feeder fee. Contact name: Omar Alami Abouhafs each branch circuit 7.42 2 B.Fee for branch circuits without Address: 703 Broadway St-,Ste 710 service or feeder fee,first Sb 18 2 branch circuit City/State/ZIP: Vancouver. WA 98660 Each add'I branch circuit 742 2 Phone:(360 )946 8674 ( Miscellaneous(service or feeder not included) Fax: :( ) Each manufactured or modular Email:OAlamiAbouhafs taylormorrison.corn•PermitSubmittals:ataylorntorrison.com dwellna service andtorfeeder 6784 2 Reconnect only 67.84 2 CONTRACTOR Pump or irrigation circle 67.84 2 Business name: YI/� /� L- 1, EA-EL-irk— �C. . Sign or outline lighting 67.84 2 Address: tf +5 n 1E t} h_ five_ t Signal circuit(s)or limited-energy t`+ 'f r�1 panel,alteration,or extension. 0 8e Page 2 2 City/State/ZIP:pp e-TL t}�� I h-� n t Each additional inspection over allowable Lt any of the above Phone:( (;, Additional inspection(I hr min) 66.25/hr . , 319. ZI t p `i I Fax:( ) Investigation(1 hr min) 90.001 hr Email: 50 1--�;„� flx i(-con Industrions for (1 hr min) 78.18/hr Inspections f which no fee is CCB Lie.: Electrical Lic.: s cit-walk listed hr /99 I Qvg I Suprv.Lic.: 4-15 Ae' i 90.00,hr Suprv.Electrician signature,required: e� l ELECTRICAL PERMIT FEES `23 7 Z j Subtotal. $202.46 Print name: A v, 1 �„rF I Required( permit ) Ir ( Date: ❑Plan Review 25/a of rmit fee State surcharge(12%of permit fee): La unnamed 1c sPni Authorized signature: TOTAL PERMIT FEE This permit application expires if a permit is not obtained within IN Print name: ,A� ,1-(- Date:e"r e- t •,L W1 e5 dl�a� ) ( daps after i[has been accepted as complete. t�Buddi VkrmitslELC_Pmnit �; ' Numberof inspections allowed per permit 'Building Ape ELR_ERE.doe Rev Obr.2015 440-46157(11/05/COM.WEB - - Plumbing Permit Application Building Fixtures FOR OFFICE USE ONLY City of Tigard Received DaterBy: Permit Na.: 't 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review S - Phone: 503.718.2439 Fax: 503.598.1960 Date/13y: Other Permit No.: TIGARD Inspection Line: 503.639.4175 Date Ready/By: Inds: SS See Page 2 for Internet: www.ligard-or.gcv Notified/Method. _Supplemental Information TYPE OF WORK FEE* SCHEDULE ®New construction ❑Demolition For special it:fora:oron use checkiisl. Description I Ow. I Ea. I Total ❑Addition/alteration/replacement 0 Other New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 XI-and 2-family dwelling 0 CommerciaVindustrial SFR(2)bath 437.78 SFR(3)bath 1 500.32 500.32 ❑Accessory building 1-Multi-family Each additional bath/kitchen 25.02 ❑Master builder ❑Other: sprin kler rer p' L .sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16885 SW Colorado LN Catch basin or area drain 18.76 City/State/ZIP:Tigard,OR 97224 Drywell,leach line,or trench drain 18.76 Footing drain(no.linear ft.: ) 1 Page 2 Suite/bldg./apt no.Building 51 Project name:South River Terrace Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no,linear ft.: ) Page 2 Storm sewer(no.linear ft.: ) Page 2 Water service(no.linear ft.: ) Page 2 Subdivision: South River Terrace I Lot no.: Tract H Fixture or item: Tax maplparcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Clothes washer 1 25.02 25.02 New construction-Type SFU Dishwasher 1 25.02 25.02 UNIT 2 Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Fixture/sewer cap 25.02 Name: Taylor Morrison Northwest LLC. Floor drain/floor sink/hub 25.02 Address:703 Broadway St.,Ste 510 Garbage disposal 25.02 City/State/ZIP:Vancouver,WA 98660 Hose bib 2 25.02 50.04 Phone:(360)695-7700 Fax:( ) Ice maker 12.51 ® APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Taylor Morrison Northwest LLC. Medical gas(value:$_) Page 2 Contact name: Omar Alami Abouhafs Primer 12.51 Roof drain(commercial) 12.51 Address:703 Broadway St.,Ste 510 Sink/basin/lavatory 25.02 City/State/ZIP:Vancouver,WA 98660 Solar units(potable water) 62.54 Phone:(360)695-7700 Fax::(360)693-4442 Tub/shower/shower pan 12.51 E-mail:permitsubmittals@taylormorrison.com Urinal 25.02 CONTRACTOR Water closet 25.02 Water heater 37.52 Business name:G&B Plumbing&Sons Inc Water PP 1 n WV 56.29 Address:F.O.Box 92 Other. 25.02 City/State/ZIP:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: S72.50 Plan review (25%of permit fee) CCB Lic.: 184372 Plumbing Lic.no.:pb634 State surcharge(12%of permit fee) Authorized signature: , 4, e�"-OtAk. •••••._..„, TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 This permit application expires Ka permit is not obtained within 180 days after it has been accepted as complete. 'Fee methodology set by Tri-County Building Industry Service Board. Iinuadasg\Perms I'tMIJ-PermilApp.dee ediOtKM 4404616Tt IONLCOMrWEB) Plumbing Permit ApplicationRECEIVED Building Fixtures OCT 1 2 2022 Received Perini(No.: tr City of Tigard DateBy. I Co I a-a- r N15T 0-34-003 5>e 13125 SW Hall Blvd.,Tigard,OR 97223 ITY OF TIGAR D plan ReviewPhone: 503.718.2439 Fax: 503.598.1 t_( V ev wit Other Permit No.: ILDINGDIVISIONDateRe 11 1 / T 7 G A R D Inspection Line: 503.639.4175 Date ReadyBy: tans: ® See Page 2 for Internet: www.tigard-or.gov Notifed/Method: Sujtplemental Information TYPE OF WORK FEE* SCHEDULE [ New construction ❑Demolition For special information use checklist Description I Qty. I Ea. I Total ❑Addition/alteration/replacement 0 Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 a1-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building 0 Multi-family Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler(16.25q.ft.) 1 Page 2 121.9C JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16885 SW Colorado LN Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/ZIP: Tigard, OR Footing drain(no.linear ft.:_) Paget Suite/bldg./apt.no.: Bld 5 Project name: South River Terrace Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Rain drain connector 18.76 Sanitary sewer(no.linear ft.:_) Page 2 Storm sewer(no.linear ft.:_) Page 2 Water service(no.linear ft.:_) Page 2 Subdivision: South River Terrace I Lot no.:542 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 Backwater valve 12.51 DESCRIPTION OF WORK Clothes washer 25.02 Permit - MST2022-00356 Dishwasher 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25.02 Ejectors/sump 25.02 la PROPERTY OWNER I ❑ TENANT Expansion tank 12.51 Name: Taylor Morrison Fixture/sewer cap 25.02 Floor drain/floor sink/hub 25.02 Address: 703 Broadway St unit 510 Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360) 695-7700 Fax:( ) Ice maker 12.51 (a APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Wolcott Plumbing Medical gas(value:S ) Page 2 Primer 12.51 Contact name: Cliff Bowman Roof drain(commercial) 12.51 Address:1075 W Historic Columbia River Hwy Sink/basin/lavatory 25.02 City/State/ZIP:Troutdale, OR 97060 Solar units(potable water) 62.54 Phone:(503)•667-1781 ext. 3081 Fax: :(503).667-9891 Tub/shower/shower pan 12.51 E-mail: cliffb@wolcott.pro Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater 37.52 Business name:Wolcott Plumbing Water piping/DWV 56.29 Address: 1075 W Historic Columbia River Hwy Other: 25.02 City/State/ZIP:Troutdale, OR 97060 Subtotal 121.90 Phone:(5031667-1781 ext.3081 Fax:(503).667-9891 Minimum permit fee: $72.50 112220Plumbing 26-824PB Plan review (25%of permit fee) 30.48 CCB Lie.: Lic.no. State surcharge(12%of permit fee) 14.63 Authorized signature: 11T' go,.6,0 yteut, TOTAL PERMIT FEE 167.01 (/ Date: 10/10/22 This permit application expires if a permit is not obtained within 180 days Print name:C I lff BOW after it has been accepted as complete. *Fee methodology set by Tri-County Building Industry Service Board. 1:\Budding\Permits`PLMU-PerroitApp.doc 10/01/09 440.4616T(10/02/COM/WEa) City of Tigard III COMMUNITY DEVELOPMENT DEPARTMENT T[GARD Building Permit Review - Residential Building Permit #: )4/15‘2,61/1," O( ,S(0 Site Address: 16885 SW Colorado Lane Project Name: South River Terrace Lot #: Tract H Proposal: Rowhouse Building 5, Unit 2 Required Submittal Elements V3 copies of site plan f^^t?g^ ^c Drawn to standard scale Footprint of new structure and FFE North arrow crRetained trees, drip line / tree protection V Site address, project name, lot # ,Z Street trees shown / labeled Vi Street names 'Sidewalk / driveway shown and dimensioned 0 Applicant name and phone # c'Utility locations & easements (new / additions) V( Lot and setback dimensions ❑ C ;,l;,,y A, V Lot area and lot coverage percentage 4%Erosion control I YCorner elevations (2' contours if > 4' differential) ,Vision clearance triangle V Ground slope at building pad calculated / shown Planning Review Verify address / suite # active in Accela. 'Zone: RES-D c'Clean Water Services — Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes V No Received: ❑ Yes ❑ No • Public Facilities Improvement (PFI) Permit: Required: El Yes V1 No Applied For: 0 Yes ❑ No, stop intake t 'Sensitive Lands: ❑ Yes ❑ No Type: 'Housing Supplemental Sheets Completed ❑ Cottage Cluster C&O (1 site, 1 per unit) ❑ Quad ❑ Courtyard Units C&O (1 site, 1 per building) 121 Rowhouse ❑ Cottage Cluster Type II (1 per unit) ❑ Small Form Residential / ADU ❑ Courtyard Units Type II (1 per building) ❑ River Terrace Addendum O Land Use Case #: PDR2021-00003 ❑ Conditions met prior permit issuance Approved By Planning: / Date: 8/23/22 Notes Revision 1: ❑ Approved ❑ Not Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: 1,13wIdmg1Fortre\BldgPerrnAR,w_Res_08162022 docx • City of Tigard COMMUNITY DEVELOPMENT DEPARTMENT T>GARD River Terrace South Rowhouse Supplemental 1, Building Permit #: Ain.Pt2 -o63 Project Name: 1--VerVivraCe Site Address: 11 pts cY\I covavaiota 1,41 Lot #: O H . )101 5 , VrhrA '2-- Land Use Case: PDR2021-00003 Rowhouse Standards Units E ch rowhouse group consists of 2-3 attached units Lot Size .,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width0 ft Setbacks p-Front: 12 Porch: 8 p` ide: 0 Street Side (public): 8 Street Side (alley): 3 ear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 n Height H�'lax height: 35 Actual Height: , ViS Definition teach dwelling unit includes one of the following on the street-facing facade: ❑ Roof dormer min. 4 ft in width ❑ Balcony min. 2 ft depth, accessible from interior ❑ Bay window that extends a min. of 2 ft from facade Offset of the facade min. 2 ft in depth from neighboring unit r Entrance <Opens onto front porch (can be located on side elevations) Porch/ Balcony 76.,Each dwelling unit includes one of the following: Porch, min. 48 sf with no horizontal dimension less than 6 ft ❑ Balcony on same façade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof loped, pitch between 4/12 and 14/12 Staircases XNo exterior staircases to stories above the first story Windows XMinimum 12% of area of all street-facing facades l 4p . tiq, IABuildingAFarmsVBldgPermitRnv_ROW Supplemental 07022 Parking IXP>?r Parking Plan Exhibit C, Sheet 10.1 and 10.2 Off street parking is accessed through: )Triplexes: Tandem driveways that meet the following: ?gDShared access drive of 20-24 ft with parking behind rowhouse units* * Exceptions: Area A: 16 ft. Areas B, D, E, and I: 12 ft (See Exhibit C of PDR) El Alley access drive at least 10' wide ❑ Duplexes: Tandem driveways that meet the following: ❑ No more than 1 access is provided for every two units (rounded up) ❑ Tandem driveway is 28.5 wide ❑ Spaced at least 23.75 ft apart Parking spaces are at least 20 feet from street property lines, except alleys r Pathway '17A.ccessible path provided from sidewalk to main entrance NOTE: Single detached houses and rowhouses with frontage on River Terrace Blvd must meet all building design standards of 18.640.070.E (River Terrace Building Permit Review Addendum). Those with side lot lines on River Terrace Blvd must meet all except 18.640.070.E.3 - Entrances Approved By Planning: Date: 8 1')/c7(