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Permit
FOR OFFICE USE ONLY—SITE ADDRESS: k CW CoOrado Lti 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 T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Julie Drinkwater DAT CE ED DEPT: BUILDING DIVISION MAR 15 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: 16853 SW Colorado LN MST2022-00350 (Site Address) (Permit Number) South River Terrace/Bld 4/Unit 3 (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- ,2.3 Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: ,,),,,4 J AAV-$4,1)11-414 .ajr441 ifr/ $ /y.63 $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: . Date: 4 115 123 - MAl LED Initials: qp 4S i COLOR/LINETYPE LEGEND , " Markup Legend J I L . /,„ GLUE LIN S FEED R FIXTURES(BATH, S ETC.). z o '�!///// BLACK=NES= SPRINKLE HCONNECTIONS/SUPPLY.TOPNLH O u Delete UtM BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. � ..� =1/2"PIPE SIZE W C 8 r_ =3/4"PIPE SIZE C a ®� Ado Llne — ��� = 1"PIPE SIZE O a„5 Add Tee I 1 I ��•� = 1-1/4"PIPE SIZE u�x ao UNft2 -- UNETS UNIT1 UNIT2 j .N 3 � •U+d °diAtld Elbow Ade Coupling F---� ////4.„9 SPRINKLER SYMBOL DEFINITION ' ze„a,a3 md3 / xxx-xx � 3 Add Head ®- ®--®- / MAXIMUM SPAQNG(TYP) " i` / / SPRINKLER MODEL(TYP) • < =_ 2 STORY TRIPLEX 2 STORY TRIPLEX HEAP SYMBOL(TVF) q o- ? G Delete Head / L `„ €z °FF ' i'4� KEY PLAN W/ MIRROR =r 1 r� i , <«„, ,"_ Move Head iO O �^ \ _f+ . L. r, ,.. r. i re'dz4 e-w Left Note:All revisions court be reviewed by Uponor �1% NTS 1 ' F-j"*- I 1 j j - t 11 1'91 ^ I I I i. 1 .7,-n° dcsr°JrA ^^ Tame F002-1 - I IPor h. Ta>•.,,, .^,. 6' jPoirCh �i j• =-o- < o =` 'o G Multipurpose Fire SafetySystems - I - - I '—'� ! i- oso3;LL" a G r ' y CITY OF TIGARD j1 Q= '<' �,L The Uponor Residential Fire Safety System m a residential fire protections O I -� W'e E. 5 z . system installed in combination with the cold side of the domestic potable ( I - TT -1 rI - - 1 l 1‘-- „u < -4 z water system. Only licensed coidradara trained by Uponor can install this Approved [� i_LI 1 L _ - J ( 1 i ,y1 % 3zs-o o, p. o�� system. Contitionalty Approved [ ] II 1� I�� u ° y u zs / LimnQ ` i Living c �.s 2 =�'M< What to do it Changes are Required �f Ir �� `. IT M \/ ' I' i-i ° <u°"„m- If any features orabstruchons require the addition ordeletionofsprinkler For only the work as described in. II / �J I I • ��E° �,' ?_-� heads,or significant relocation of sprinkler heads,contact the Uponor Design 11 �F� T a�/� (' -. ;;' —��r_., 1i ,,max w_ Jyi ,^\I '- -▪ 5 �' •9�,n12. Departmentre determine if observed changes require aredesign PERMIT r`i0. )rl�/ �o 2 oo 3JD CJ I i 14 1• z< D�"'j°'O (8685942226). - 19 H,14 I a�=� See Letter to: FollowH t9 �: _ ,< C-R S-16 �� RC-RES-16 / RC RES-18 / ` RCR�S- a g' zigS sz °� [ 1 J �;} Attach P ��E� Job Address: Jti53 ciu ! -044P ' Lr4 ---_ LJ t to-` t HR JJJ000 - 3 ?_ Date: q _- 1, 3 A LI151 T O3� INSL < nx =P_ By: /A► 2 i 'R..:.ti LSE,*.<: '.. Ea rR..n_sP ,-c 'ice zOz<8_ P4'm`U is w o ACC.: H—/2-4,2 , p.i NOSING '` - r-�- �iy Fe. � \ I 1 F-nw�°<° z.- _- 9.9 Ai 1"AQUAPEX INTERLEVEL . : I it _ i i ,\ ' I I "\ /- \ - nT , ^+ CONNECTIONS FROM FIRST . _ _ ` 11 Tail _ ` iI1 I 1"AQUAPIX INTERLEVEL PI FLOOR TO SECOND FLOOR� , r 1 — T 1I b1 t ` — fi-- i lI 'I— CONNECTIONS FROM FIRST SENJU Model RC-RES Residential Flat Concealed Pendent SS8464 `\ ' Dinin "� i ®lining / .^ Wig: •} i %� FLOUR r0 SECOND FLOOR i here by certry that this plan,specification, Dip in I or report was prepared by me or under my o0 - - - 16 K=4.9,162F°,demand:7/16"Orifice,Maximum Spacing 16'x16' \ 1 J R direct supervision and that I am NICET RC-RES-16 Sprinkler head 13 gpm @ 7.04 \11C 1 TI 3& - r r e,, carciee. ° SENJU Model RC-RES205 Residential Flat Concealed Pendent SS8464 1-1/4"AQUAPEX TO I )'p -1 L_� I / 'E t I i=7 1-1/4�•AQUAPEx TO P K=4.9,205E°,7/16"Orifice,Maximum Spacing 16'x16' SYSTEM ,p- �,rl E � ,I -"� rk - - SYSTEM event oma pare: 023 f ® 1 - - 2 Sprinkler head demand: 14 m @ 8.2 p 9 -+ .1 � •.'I '37 �� - 'i'� l-_ 1 II I ` ~�•3' \ I- E I`. i r -I- NICET Certification No.113889 m. RC-RES•16-16 P 9P �^ E t Water-Based eased Systems Layout-Level N '� " 34 'IY3.32, I i -".1 11 1 I / -1 I �i 5 S 1 �I 1 Certification Expires.June 1,2D23 SENJU Model RC-RES Residential Fiat Concealed Pendent SS8464 _ _ 4� II 1 1 1 1 1 1 1 1 - r,,- -y a 1LL,, a ® - - - Z K=4.9,162E°,7/16"Orifice,Maximum Spacing 18'x18' C 1'4� '' I i, \ ` - Fein] 'ti tC, Az C Sprinkler head demand:17 gpm @ 12 S•I. _ 1 : 1 _ S.1MAIN 1n MAIN SHUTOFF A 1I O Z VALVE LOCATION SHUTOFF RC-RES-18 t t 11 VALVE LOCATION 'q �- 2' H'r� ^.`J L}I"l 171117 E' F MOST HYDRAULICALLY REMOTE HEADS O I Iqq 'I-I, ',.'` ESllie� i'R -RE - .,39 I-ggyypp e 1st Floor Q '- './ �2a i �� l • I -i - � _ l z 12 and Moor HEAD# GPM PRESSURE RE 'D AT STREET iLl i i �I 2p TOTAL 1 HEAD H.11 17 71.24 Kitclh Itches ♦ m 2 HEAD H.1&H.5 26.00 87.52 ata.E Rrr j - 1 .o 1•• -5ct n 1 F- FORM 3£m m A =8` I� TQP 5 1� I TOP F ul�cr_>. ., e _ k3Ok' S,ry - Ti/ II'----- -� I/ I'-' it J _l. $m r'`,a 3 J iI I! • L I W co 3'1 � a� ,' OPERLY PROTECT AND .SI— r0 3 C P sk. 1 -0 1 ' RISER O 'A 7An NSUTATE PIPE TO MAINTAIN U �-I °� ° PROPERLY PROTECT ANe cart 1, ..i• ;', I� I I '-t' 1 -- 6 - A MINIMUM TEMPERATURE m INSULATE PIPE TO MAINTADL+I D PM SITE - I _ E4 IP nlbF,40°F PER NFPA-13D,TYP. O` A MINIMUM TEMPERATW.ED II EL)- a.2 -1 +YI rtn_s°s 1 ; E • r = -- 1 I Cc NO U A-_ . ..c g $ 3-1/4"AQUAPIX OF40°F PERNFPA-13D,TYP. iRE,-. h � $ r ( ; .._ !._.oiOt _ Ea r Pwdr 1- Pwdr _ i Iaa-,oG aN CURRENT STATIC TO SYSTEM I a.t { '",k y r!L\ • - I H - - _ '-'_._ W r m e WATER PRESSURE TO HOT WATER Garage --Tt-REST-1Q _k.-Rl�':,�� , RR€316 Garage I— X 3° a o p z STATIC: SDSPsi ,� ` �,9` ..,y ryry_ B.HEATER t<a lAI ' I- - qV FF. ' 1 h.1 Ff ��// o 1 1/4"AQUAPIX RISER �.• I I II FI P T - h &RRTARE ALL CI‘I‘;PI 1 ETA F { Of J w t. PRESSURE GAUGE ErFPk a-U IFD FLOOR BJttt ;EL j 1 �. . L °T. _ F INSULATE CIF S P.I.LOvi C ABOVE . --;EL " 5AUB trk d 11(4 WATTS r 1 £iOCn nC1.VE Il c (OR EQUIVALENT) � _ �.,a� H�' + 5 C r O m�� E 15PSI LOSS FLOWING 26GPM FLOOR aevE H 1"WATER METER - Ft -�.�� ', l I \ �.1 moo O NFPA 130 STANDARD LOSS 28 psi t-�(_�I RC -18 RGf�€S.1$i , �1�'. LL F F m coo N 3PSi LOSS FLOWING 26GPM PRV Set Fressup� ,,L` �- 1 i ( �/ �� ET_ <w w n ry ADDITIONAL SGPM AT TEE U -� A 0 __ _.. u tiOn oFOR SHARED SUPPLY FOR SHUT OFF VALVE l z `gip kl-L --y--,Un. _L _ t-;n ,.,/ m m j-+n ry o CURB STOP OTHER UNITSu:v-im• -I' - -_#' - Q Ly e m m m...+ e n IP51 L055 -- �t�1 Cent I I l r �j --...----- � H < f co w a^' r pen STREET L :° J I j H / L� co s c n CORPORATION I�j_ ±...lir UNIT-3/9'WATER METER ", .: ry ;,: i —. r l CV f o Qd T -d d' NFPA 13D STANDARD LOSS1 IaCIui�P,m z i= STOP IPSI LOSS �� �Sjj[y.f] •�JJr1111 14PSI LOSS FLOWING 26GPM i _ ` rJ- - - IWATERIll �-3s11^� Or7 _ �-(ti IISHEET DESCRIPTION R MAIN { ® e _ " . .ga., aNv-ga, 50'OF FFIRST FLOOR W/MIRROR ceW.ps 11/4"AQUAPEX 50.OF 1° 10'OF 20.0E ` it/0"AQUAPIX CZ� FIRST FLOOR — MIRROR R FIRST FLOOR v 1'COPPER-K 1'COPPER-K F100 1 II N 10� i/n n _ 1 1_On 9/A _ '1 I-011 SHEET NUMBER rr 3-) WATER SERVICE DETAIL 1 Y 1 1 `t - == 15 5 F100 CSO� NTS © UPONOR - CONFIDENTIAL • • Markup Legend COLOR/LINETYPE LEGEND , �� s ^ BLUE LINES=FEED TO FIXTURES(BATH,SHOWER,ETC.). Delete Line v V \ GREEN LINES=INTERLEVEL CONNECTIONS/SUPPLY. u BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. Sr^ —,,— =1/2"PIPE SIZE C w °_ Add une — — — - =3/4"PIPE SIZE $a®'N Add Tee I I TI -- =1"PIPE SIZE 0 LL i g h aaaal =1-1/4"PIPE SIZE M a CZ. ug u)g Add Elbow J 6 yr n 93 n z Pm o3 Add Coupling I--I SPRINKLER SYMBOL DEFINITION H n'tt rI M [ xxx . . . Add Head -®-E)--0- Txr.x. =A II I . I I / '- r_`:`-t'-���X-Iy�( MAXIMUM SPACING(T'P) t_f ' lj 1 V. o i$ E Delete Head M SPRINKLER MODEL(TYP) fir\ I I I , 1� y' z`��4��gFy> �1s , HEAD SYMBOL(TYP) I \<f `� - ._ ROOF BELOW Igal ,.,yti g., el i.: -�'.is F..s"oE NY. 1'! \�• ug�+i eyzcNz�ci, Move Head .O- .0 i'�/ Id' 1 I �_ —_ T-• �'� �� a"', �i,7.wr3^< nit �. F v70 < 3; 18 Note.All revisions must be reviewed by Uponor 1 1't 2 1 c l Unit 2 z o o Table F002-1 1200AR) t II' -_.,I 1 4,—`a:,�< F 'u �� —\ i J (481200A o.z p-= `te `"i J� I�il •ftV zperoE, >. I p Multipurpose Fire Safety Systems 1 _J L ` \--� \- _, -- _ez'i°"..o,,w5 The Uponor Residential Fire Safety System s a residential fire proteodons 1 Bedroom 1 1 II J 1 _ _ I.) Main Bedro ce a tl <S 2 S F <% system installed In combination with the cold side of Me domestic potable n 1, - ,1 t' / ,L�,, c - /4 m o; e E z ?.e 5 rt rrsystem. Only licensed contractors trained by Uponor can Install tills (�) 1 ll j .- I � �-c�z�e g 4 N ' 5,+ y = fd IGtain Bedroo ain Bedroo�q i,� 1 A" 3!14 ;N 6 r>: 4 r!U l.C'.�— f !'f I rr' v_�"A 3 s�"< What to do if Changes are Required qqq n u \ —_ H. H.5 I) I,-I %2'° < 7R<vY If any features or obstructions require Me addition or deletion of sprinkler I,✓� Frt, y 1.1 �• yvf'.�,� € Ilj' °H ?a'o v heads,or significant relocation of sprinkler heads,contact the Uponor Design v b RC, S-16 RC-R S-16 RC- ES-16 RC�E`$-16 - -RES-1 1'� o a 1-o vj z C RES- x qy da F € Department to determine if observed changes require a redesign L Y •� _ I k 'r i g 3 5 -o (888.594.]]26)' ;�- T- ' _ U - T.26 0a R � _< II q. - Unit \ - `(48r13{L00A)\ �� 5 c1 , , ? j. 3 0=5 H �I / ) ^i Et J F.flI�t V /� E1�t E �Is'I / • I' Ig ozd.so -� -ol J h) ' oeE Y lia I!15 >� Fioa� rz= o I 'Li] i� 'I' r P — I I ; J� i. w r a o o 2 o❑ 1 RC RIESIB 1'11 -I I :--- A 5 HL1t I�t i }r I / 1 4 1I R�'I"ES1161 II 5y'v z�5 4,Hr a M. Bath "° . pI �y °. I I .I ,,1 j rt� it > �-Et,)_ / � i'" I I I dl Bath 1I w IFF srt_ I I .�- ,r 11 l r " '"� f - RC RES 16�j— _ Il' / _ 4RC-RES46 I a 1 hereby comfy that this plan,specification, RT I� - �- '�� � �� (-�! or re ort was re red b me or under mcl —? ,I -r_t I14. YID, t`, P prepared r r e \ Ih>1. Bath ! r r1 ? ,1L '� e P. l e CO -- I ft ' FLOOR TO SECONDFLOOR - 1 y� v a___ 4. r 1[ / ( BrentolaDate RZ3 �L gI NICET Certification No,113889 „1- __ ,sas1 Jt\1. "T i-L ^�. .F ID.4'�. �`i FI,V` A r. T � Ill- 16 O K r Water-Based Systems Layout-Level N RL^. J-�- _24 11 1i 'V T - ✓v Certification Expires:June 1,2D23 % L w.�., S ES 1 i ver i- t 4 1 P/ I t ' . �'RC R / I ' unu 1 attr2 - )I Bath RE$•16 205 T) ` ,25 L J1' I G T _� } B RC•RES 1 o xp O s Dr ri 1F1 «p a P ` ) RC� E9318 r I "i m m III 1- l I r.}tEst6 1 k Rua Y D I' I \ M1, ',_ ,_.` 8 6 c Il a 4 rr, ' /. I III a> u,{ .� I I L" ' _%' i e< _.i "� I t Bedroom 2 t 1 I U M Bedroom 2 dry l 1 {I Lndr I-- \ ws rE=o-P C C R 8 8-0 RC RE�16 I� RC RES-15 I C 5 6 20 i L^ IR I j o .ieF•.,ZL SPALE�P'� "�� /(I I � t"'. 1 /I � ''�. 1 z.o "' 05 h'1�4 CS 'E IlP. I� r —'".____ Bedroom 3 Bedroom 3 '''=''' ' ' - - — f i ce _ - •`at z<6 E o £ N. I) ' � \ I..I 1 I rI LU ' $Falo a I' .� ` _ 11yfi W u I I \ -' — , 3. \ / ;I I f crr! IN'.'� I- X o0 o a nvii z c'� M �I, ' I _ j.; I I "sw I ih ,, A; II II I--� = I j Ti,.. ; ry LJ d m , ,...a. tv I '! " e` i �-' P�Jr ev.,T. I '-ii\ I�-.�-/1 Ll—L Q g55 I -f I -- i , I I I I-... IF. I L.L ' a M `/' t , 1 ni: El :.. . fiid F l:;LI.::, E. i-1 i r II I I I = ae o mtw W ' i -' t____k I _I 1 I m m 25' m I I I I I 0Nfl-H ZWFY O om 2� SECOND/� FLOOR — MIRROR i. SECOND FLOOR oo-Ptg _ a DESCRIPTION F10y 1/4" = 1T-0I1 c101. 1/4" = 11-0 il S CONDTFLLOOR W/MIRROR A e. SHEET NUMBER 0 5 15 6 © UPONOR - CONFIDENTIAL F101 • • A uaSAFE GENERAL NOTES: Senju RC-TIES:Open Web Truss/TJI Construction Insulation Recommendations See General Notes 8.2.5.E for Architectural N ff Re eking Ifinstallation U Del ores quaSAFE theof ctc Contractors Documents s"e should be taken in unheated attic spaces n M ProPEX LF Brass Fre Insulation Feature Requirements In areas subject to freezing, g Sprinkle Adapter Tee J qSee Uponor _ z £ 1. THIS STS i eat IS DESIGNED AS PER NFPA 13D 2019 EDITION AS A RESIDENTIAL MULTIPURPOSE SYSTEM BKcking Maybe -Fire Sprinkler Adapterr at Document guidelines g foe m�b�Attx Insulation es"for attic /fy 0 r SECTION 3.3.12.3. - Pos1ron Nutpackage or online r3////// rw d 2. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON Blockinge Is Used, THIS SHEET.THESE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY AND Use The 2 Top 1 'Max. m E£ UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXTENT OF THE LAW, Screw Holes. i I j sl'I I' eastern of Mounting Extreme Temperature Installations Planter Box Window,Bay Window or Similar Feature. ^p o p�cket so Few of Truss AquaSAFE Residential Fire Safety systems are often installed in attics or If no additinal floor area is created No Additional Sprinkler Is Required. a a 0 3 3. THE DESIGN OF THIS SYSTEM IS DICTATED BY SPECIFIC CEILING HEIGHTS AND ROOM SIZES. IT IS THE Fre Sprinkler Adapts ' I other areas exposed to temperature extremes of heat and/or cold. Follow 8'-0"or less X O m 5 RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE CONDITIONS SHOWN ON THESE Mounting Bracket I `_-' the recommended extreme weather Installation instructions to isolate and I m;u w O PLANS ARE EXACTLY AS THEY EXIST IN THE FIELD. DEVIATIONS FROM THE DESIGN MAY CAUSE THE protect system components from extreme temperatures. Because this RFf "ri6 k; SYSTEM TO BE UNABLE TO CONTROL A FIRE.IF THE BUILDING CONSTRUCTION DIFFERS FROM THE FIRE �OB system also delivers domestic cold water directlyto plumbingfixtures, e " a "0•&nt ul g 9'-0'gr lee >�rvzg SPRINKLER PLAN,CONTACT THE SYSTEM DESIGNER IMMEDIATELY. 3-#30 x 1 1/2" �y _ Uponor highly recommends that you protect the tubing with adequate v w'X �? Full Course J� '1 insulation in warm weather areas to minimize heating of the cold water 'd M$e ut°i 3 4. THIS SYSTEM AND THE ACCOMPANYING HYDRAULIC CALCULATIONS ARE DESIGNED IN COMPLIANCE WITH Thread Sr revs 0 tl� d - =m a O 3 NFPA 13D 2019 EDITION. In Bottom Holes supply' o' 2$r^4 i 5. "STAND-ALONE"OR"MULTIPURPOSE,WET PIPE"SYSTEMS ARE PERMITTED TO ONLY USE ANTI-FREEZE \ A Installation methods indude,but are not Smiled to: ry° m M...0.1. LISTED FOR USE IN NEW SPRINKLER SYSTEMS, ` • Tenting over the five sprinkler piping. 0 H e; Leatl-Free naY ' -:r J • Additional layers of batt insulation. If additional floor area is created.Cannot exceed 18 fat,be more than 2'-0' c 6. MODIFICATIONS ARE PROHIBITED.SPRINKLERS THAT HAVE BEEN PAINTED,CAULKED,MODIFIED OR Concealer Senju \ S r"' - Concealed Flat • Increased depth of blown-in Insulation. deep,more than 9'-0'wide and be with In the coverage area of the i < o B -' Sprinkler Head Cover Plate sprinkler,No Additional Sprinkler is Required. - < DAMAGED MUST BE REPLACED. zazS Q'r Caution: If you will be Installing spray roam insulation,make sure to is s Lr 2,.°, 7. A SYSEMLSHALL BE INSTALLED.�NGEO TO SHUT OFF BOTH THE DOMESTIC SYSTEM AND THE SPRINKLER Senju RC-RES:Traditional Wood Framing Construction protect all components during application.Consult with the spray foam NFPA 13D Table 7.5.6.3 Distances From E`'d.S.80r,f33--.�" manufacturer to ensure compatibility with all products before application. Z�3,= . e =Qp`✓„z 8, OWNERS MANUAL MUST BE PROVIDED TO THE OWNER. Heat Sources o ri u`ooq_zzm4-S Consultation with local building officials Is encouraged to ensure compiance I e=a F-<__Etd o with local building codes. i o y?m°9 O`3 0 3 5 9. AT THE MAIN SHUT OFF VALVE,A TAG OR A SIGN STATING THE FOLLOWING IS REQUIRED;"WARNING:THE PrOPEX L'Brass Fire Fre S rinkLr Adapter Ordinary Intermediate g p�S I?E r u�`z WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND Sprinkler-•sorer Tee _. P Heat Source Temp. Temp. m zS''? .9-q_ ._r Pushon Na- EI?< >' 3 o PRESSURES TOFIGHTA FIRE.DEVICES THAT RESTRICT THE FLOW T DECREASES PRESSURE OR 135°-IZO° 3]5°-225° g =Z<pcw TIC AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH AS WATER SOFTENERS, Bending PEX Tubing Side of Fl ce 36" 12" �` az e z=- FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES,SHALL NOT BE ADDED TO THIS STSItat -` 1Y.'Min. The minimum bend radius of Uponor PEX tubing in any direction is six times a IS o e .- H S Na ace SW 36" THIS SIGN".REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST,DO NOT REMOVE / x Wood BurningFront of l Stove 42' 12" Z'''o'<<�r `'z z 1 Max. the outside diameter(6x00). Fire Sprin ler Adapter A. am..�T haunting Bend supports are available for 3/8",I/2",3/4"and 1"Uponor AquaPE)( F4�=_ -�Q£co $a 30,ALL INTERIOR PIPING TO BE VPONOR"AquaPEX®"UNLESS NOTED. Mounting-racket i' / erockot m ewe for True tubing to facilitate PS-degree rigid bends. Kitchen Range SE' 9' J 1 i V ri,0 F F<3 S c rX o / VJ L4/�^�) ` Wall Oven 18' 9" G_'g';'1SGc N,Suy< 11.UPONOR"AquaPEt"TUBING TO BE SUPPORTED PER NFPA 13D AND MANUFACTURERS RECOMMENDATIONS. 2-#10 x 1/2" V 1 Recommended Tubing Length Between Fittings Hot Air Flues 18' 9" H E �c z m.P i E,°5"u Full Cou-- 1 Fitting Size Minimum Tubing Length Unlnsulatetl Heat Duds 18" 9" 13 i y`z r= H S 2 e "2 12.MINIMUM SPACING BETWEEN SPRINKLERS IS 8'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING Thread S. - s h `j'-oQ -� �yyyy � y I,--,a Uninsulated Hot Water Pipes 12" 6" _FZp§_K , BETWEEN SPRINKLERS AND FROM WALLS.SPRINKLER HEAD MANUFACTURERS MAY HAVE MORE In Top H.es - f NI_li 1 3/8"ProPEX Fitting 2" '�_3 m"y ,�j RESTRICTIVE SPACING LIMITATIONS. - Side of Hot Air Diffuser 24" 12" i45S'g Em©_ "'g z- 1/2"ProPEX Fitting 2" Fmnt of Hot Air DLffvser 36' IB" zgzxm+SpL IN<u- 13.SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOMS DUE TO LIGHT FIXTURES OR OTHER CEILING '- 3/4"ProPEX Fitting 3" Hot Water Heater 6' 3" 3 z p i o-o P v 2 En C P u MOUNTED OBSTRUCTIONS. Lead-Fre:Fat:' -�.. o00'z 1. -4z.^o Conceal'•Senu 1"ProPEX Fitting 31/2" Furnace 6' 3" r52-o2d<S�F,u«'ru 14.THE PLUMBING TIE IN CONNECTIONS ARE SCHEMATIC IN NATURE AND CAN BE INSTALLED OFF THE Sprinkler Headl Concealed Flat SOW-250W Light Fixture 6' 3" u q'ti:D q$,u ei='e SPRINKLER LOOP ANYWHERE BETWEEN SPRINKLER TO SPRINKLER CONNECTION. Cover Plate 11/4"ProPIX Fitting 41/2" 250W4e9W tight Future 12 6' "=-.L'N^E3-'uF St a= c 15.THIS SUGGESTED LAYOUT IS BASED UPON INFORMATION PROVIDED BY OTHERS. CHANGES IN \ _ = x rSd'r p "` u'^, CONSTRUCTION OR FIELD CONDITIONS MAY OCCUR WHICH MAY REQUIRE CHANGES TO THE LAYOUT. IT IS I 7( n� a��ie=_c`< F R Exposed Installation Requirements. \ p �" N 6 THE RESPONSIBILITY OF THE INSTALLER TO NOTIFY VPON00.TECHNICAL SERVICES OF SUCH CHANGES. Uponor AquaPEXT^tubing(white)and ProPP T"EP Fittings and ProPEXce I 16.NFPA 13D 6.2.5°OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS Brass Fittings are approved for exposed installation where the following • 8.2.5J` SHADOW AREASconditions are met.(UL 1821 Approved)SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS O THE CUMULATIVE DRY AREAS DO NOT EXCEED IS FT.PER SPRINKLER Exposed Wood lolst CeilingAssemblies. M om I here by certify that this plan,spedfiration, v • 8.2.5.O S,AND AREAS CREATED BY ARCHITECTURAL FEATURES,SUCH AS PLANTER BOX WINDOWS,BAY P WINDOWS,AND SIMILAR FEATURES,SHALL BE EVALUATED AS FOLLOWS: 1. Joists are of dimensional lambs-,engineered wood or wood I-joist. ^' SJ "m or report was prepared by me or under my F (1)WHERE NO ADDITIONAL FLOOR AREAS CREATED BY THE ARCHITECTURAL FEATURE,NO 2. Joist are of depths from 6-16 Inches(152-204 tom). o �1 ry 5 : direct supervision and that lam NICET ADDITIONAL SPRINKLER PROTECTION IS REQUIRED. 3. Joist are Sr sparing from 12-24 Indies(305-BUS min)on center. !/ ❑ Certifie. v (2J WHERE ADDITIONAL FLOOR AREA IS CREATED BY AN ARCHITECTURAL FEATURE,NO ADDITIONAL 4. Joists can be exposed after installation. Q 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 \ I e (a)THE FLOOR AREA SHALL NOT EXCEED 18 FT'(1.7 M') are used. QL 1.55" 1.66' e • (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 \� "I�" Brent orris/Date:J/Ica 023 + THE ARCHITECTURAL FEATURE TO THE PLANE OF THE PRIMARY WALL WHERE MEASURED temperature rating of 1S5°F(680C). Z"-4" Hanger 1" Hanger NICET Certification No.1131389 ei ALONG THE FINISHED FLOOR -..4 (c)THE FLOOR SHALL NOT BE GREATER THAN 9FT IN LENGTH WHERE MEASURED ALONG THE Water-Based Systemsr Layout-Level Tubing Support Spacing: Certification Expires:June 1,2023 PLANE OF THE PRIMARY WALL. Metal Tubing Support. (Author AquaPEX Tubing Securely Enough to Support the Tubing,Yet Relaxed (d)MEASURED FROM THE DEEPEST POINT OF THE ARCHITECTURAL FEATURE TO THE SPRINKLER 1. Metal tubing supports atdesignedwll for plastic tubing shall be used. Enough to Allow the Tubing to Expand and Contract) EL SHALL NOT EXCEED L MAXIMUM LISTEDSPACING TOOF THE HERAREA 2, Do not use supports that will damage ttie tubing.Inspect metal tE (3)THE HYDRAUIJC 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 c ARCHITECTURAL FEATURE. • 3. Do not rigidly anchor Uponor nave X'"tubing with supports.Allow pBNy Supported,Ins Place Tubing Supports at Six-Foot intervals. enough tubing for freedom of movement to expand antl contract. 2. Floor Along Vertical Runs,Install Supports Every Four W Fire Feet,at Each 1].NFPA 130 8.3 LOCATION OF SPRINKLERS. i • 8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 Floor and at a Mid-story Guide. o THROUGH 8,3,8. iTi In-line Flow Test E= 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT'(5.1 M')AND LESS £ e • 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 now test to .. di':j MEET ALL OF THE FOLLOWING CONDITIONS: High Upstream Pressure ensure proper system operation and flow(see Figure FOOD-?), O r 2" (1)THE AREA OF THE SPACE DOES NOT EXCEED 24 FT.(2.2 M'). (2)THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE If the upstream pressure exceeds 80 psi a pressure reducing valve may • need to be installed. Some jurisdictions may require a pressure reducing C,3 f m`$ I]O ry ry a mATERTAI S AS DEFINED IN NEPA 220,STANDARD ON TYPES OF BUILDING CONSTRUCTION. LLI A • 8.3.4' SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES,OPEN ATTACHED PORCHES,CARPORTS,AND valve regardless of upstream pressure. Uponor Aqw PIX U$^.•m-e ubing SIMILAR STRUCTURES 1�-1 w • 8.3.5 SPRINKLERS SHALL NOT 8E REQUIRED IN ATTICS WITH OR WITHOUT STORAGE,PENTHOUSE j EQUIPMENT ROOMS,ELEVATOR MACHINE ROOMS,CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND o CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT,FLOOR/CEILING SPACES,ELEVATOR SHAFTS, 'v//// �.� y/- Z :? ..Q g g u55ESP'ACES,AND OTHER CON('FAL FD SPACES THAT ARE NOT USED OR INTENDED FOR LIVING _. I _I I MINV •'awl.'- % ce JI ¢QQ o w 6.3.5.1 SUCH SPACES THAT CONTAIN FUEL-FIRED EQUIPMENT SHALL ALSO COMPLY WITH 8.3.5.1.1 OR -w U cn Q 8.35.1.1 WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING I N. I _. F- X OO5 Q0.xz w0 Male Threaded Coupling ( ProPEX Fire O E UNIT,NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. =: Sprinkler Adapter C • 8.3.5.1.2 WHERE FUEL-FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE ru e DWELLING UNIT,AT LEAST ONE QUICKRESPONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE 1"Bail Valve is c INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL-FIRED IN- To Hot Water Heater Male Threaded Coupling LLJ a. v • EQUIPMENT FROM THE OCCUPIED SPACE. Fein ale Threaded 1 w/ m 8.3.6 SPRINKLERS SHALL NOT 8E REQUIRED IN UNHEATED ENCLOSURES AT THE BUILDING AT _ I Imo" Tee wEh Water �l LL Li g s E. ENTRANCES/DOTS AS LONG AS THE DWELLING UNIT HAS ANOTHER ENTRANCE/EXIT. N12 t. • 8.3,] SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING Pressure Gauge r�.�e/ F 0 me E CONDITIONS: m pressure Gauge Sprinkler Orifice I u (Optional) re N (1)THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED G v lor,.„ oYYry 100 FTa(2.83 M'). Mzzi"oMIT c (2)THE ENTIRE FLOOR UNDER THE UMPROTECT®CEILING POCKET IS PROTECTED BY THE SPRINKLERSEYToFlenvr ehtF- �/ nam vi--AT THE LOWER CEILING ELEVATION. N cn pat ensurece, system provides enough water for proper fire sprinkler D O Ly <m m cn:..vs (3)°THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE vperformance,you shoultl contluct a flow verification test. �{ weTREATMENTS IS NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. cUponor Warning Signs 1(rl'i m�Cy Qry (4)SKYLIGHTS NOT EXCEEDING 32 FT'(2,W M')SHALL 8E PERMITTED TO HAVE A PLASTIC COVER. Note: The NFPA 13D Installation Standard does not require flow 0 N V E r m rOe _ I verification. m W ff o o 9: • 8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS a n N G i u c= ,ESE (REGARDLESS OF SIZE)LOCATED ON EXTERIOR BALCONIES,EXTERIOR BREEZEWAYS/CORRIDORS,OR Pressure Reducing Before performing a flow verification test,confirm the water pressures by o G- Valve �iffi_• z" r PENETRATIONS FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED o contacting the Water and Sewer Department of your local Ensure the PENETRATIONS DIRECTLY INTO THE DWELLING UNIT. _ available water pressure matches the pressure used in the system design. ID • 8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND/OR AIR-CONDITIONING , N EQUIPMENT,WASHERS AND/OR DRYERS,OR WATER HEATERS EXCEPT AS ALLOWED BY 8.3.8. - I Note: The sprinkler plan indicates the most hydraullally remote sprinkler SHEET DESCRIPTION 18. INSULATION GUIDE LINES PER NFPA 13D. 3 o Main Fire Sprinkler (or pair of sprinklers). For test requirements on other sprinklers,consult GENERAL NOTES&DETAILS n • 9.1.1•WET PIPE Srsi elan. A WET PIPE Sirs iEM SHALL BE PERMITTED TO BE TO BE USED WHERE ALL • Shutoff Valve Your local code. ft PIPING IS INSTALLED IN AREAS NOT SUBJECT TO FREEZING,INCLUDING AREAS PROPERLY INSULATED TO • Note: It is a goad Idea to notify the fire Inspector at least 24 hours prior to MAINTAIN 9001. I performing a flow verification test. This may speed up the inspection n .. A.9.1.1 IN AREAS SUBJECT TO FREEZNG,CARE SHOULD BETAKEN IN UNHEATED ATTIC SPACES TO process and eliminate the need to repeat the test for the inspector. SHEET NUMBER n COVER SPRINKLER PIPING COMPLETELY WITH INSULATION. INSTALLATION SHOULD FOLLOW THE GUIDELINES SNE5 0L'METHOD INSULATIONHATMANUFACTURER.ECONSIDE.FIGURE THESE ARE THROUGH UGH FIGURE PURPOSES Note: See"AquaSAFE package t est Setup.line at n Sheet' the ern FOOl v SHOW SEVERALATI METHODS THAT CAN IJ CONSIDERED, THESE ARE FOR ILLUSTRATIVE PURPOSES ONLY. Contractors Documents package or online at www.0 ro,com)for > CONSULTATION WITH THE GENERAL CONTRACTOR AND/OR OWNER IS RECOMMENDED TO ENSURE - more information hooting.on Flew are ytqu Assembly,Performingthe Ten and :'0 PROPER METHODS AND MATERIALS ARE USED TO MAKE SURE 4cuF WILL BE MAINTAINED. Troubleshooting. if there are any questions please contact Uponor. PRV Se[Pressare © UPONOR - CONFIDENTIAL 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: 2023 AUG 16 2023 NICET Certification No. 113889 Water-Based Systems Layout - Level IV CITY OF TIGARD Certification Expires: June 1, 2023 BUILDING DIVISION UPOnOr AquaSAFETM Fire Safety System I(pSS'3 C,oLJ a )) LA) Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE -One Head Calculation (H.15) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 R1 Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + Mirror.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.15) 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 003 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 E 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 - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 79.42 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) - 103 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.15) Date 3/10/2023 City Water Supply: Demand: C1 -Static Pressure : 108 D1 - Elevation : 6.063 C2 - Residual Pressure: 103 D2 -System Flow : 16.974 C2 - Residual Flow : 300 D2 -System Pressure : 79.422 Hose ( Demand ) : 5 D3 -System Demand : 21.974 Safety Margin : 28.538 150 E 140 130 • P 120 Cl R 110 + C2 -e E 100 S 90 D2 S 80 U 70 D30 R 60 E 50 40 30 20 10 YQ1 . . ..,. . . . I . . . . . . , 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.15) Date 3/10/2023 Fitting Legend Abbrev. Name 'h ' 1 1% 1% 2 2Y 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.15) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 79.422 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 109.0 4.9 12.0 16.97 0.05 324 H.16 109.0 14.09 T.35 109.0 21.11 T.39 109.0 21.26 T.41 109.0 21.62 T.42 109.0 21.74 S.1 109.0 22.95 PRV 95.0 44.59 UMTR 95.0 58.71 TEE 95.0 62.07 5.0 MTR 95.0 73.44 CRB 95.0 77.1 STR 95.0 79.42 T.30 109.0 12.5 H.17 109.0 15.23 T.33 109.0 15.85 T.31 109.0 19.57 H.13 109.0 19.83 H.14 109.0 20.01 H.19 109.0 20.21 T.40 109.0 20.53 H.18 109.0 20.77 T.38 109.0 20.84 T.37 109.0 20.87 T.36 109.0 20.91 T.21 119.0 15.49 T.22 119.0 16.08 H.2 119.0 16.24 T.23 119.0 16.52 H.6 119.0 16.66 H.8 119.0 16.7 T.27 119.0 16.81 H.11 119.0 16.84 H.12 119.0 16.9 T.28 119.0 17.01 H.1 119.0 15.81 H.5 119.0 15.93 H.7 119.0 16.01 T.26 119.0 16.2 H.9 119.0 16.57 H.10 119.0 16.73 H.20 109.0 20.85 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.15) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 16.56 H.3 119.0 16.58 T.25 119.0 16.81 H.4 119.0 16.81 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.15) Date 3/10/2023 Nadel 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.15 109 4.90 9.46 0.75 Utr 2.0 9.000 150 12.000 to 2.000 0.0 H.16 109 _ 9.46 0.671 11.000 0.1898 2.088 Vel = 8.58 H.16 109 0.0 0.75 Utb 17.0 20.000 150 14.088 to 17.000 0.0 T.35 109 9.46 0.671 37.000 0.1898 7.022 Vel= 8.58 T.35 109 1.92 1.25 Utr 4.0 1.000 150 21.110 to 4.000 0.0 T.39 109 11.38 1.054 5.000 0.0298 0.149 Vel = 4.18 T.39 109 2.00 1.25 Utr 4.0 5.000 150 21.259 to 4.000 0.0 T.41 109 13.38 1.054 9.000 0.0400 0.360 Vel= 4.92 T.41 109 3.59 1.25 2.000 150 21.619 to 0.0 T.42 109 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 T.42 109 0.0 1.25 Uel 11.0 6.000 150 21.743 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 19.440 0.0621 1.208 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 22.951 to 1.220 21.063 * * Fixed Loss = 15 PRV 95 16.97 1.054 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 2.000 150 44.587 to 14.000 * * Fixed Loss = 14 UMTR 95 16.97 1.054 2.000 0.0620 0.124 Vel = 6.24 UMTR 95 0.0 1.25 E 1.22 50.000 150 58.711 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 62.070 to E 1.22 3.661 6.000 * * Fixed Loss =6 MTR 95 21.97 1.054 53.661 0.1001 5.374 Vel = 8.08 MTR 95 0.0 1 20.000 150 73.444 to 1.000 ** Fixed Loss = 1 CRB 95 21.97 0.995 20.000 0.1326 2.652 Vel = 9.07 CRB 95 0.0 1 10.000 150 77.096 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 79.422 K Factor= 2.47 H.15 109 7.52 0.75 Utr 2.0 2.000 150 12.000 to 2.000 0.0 T.30 109 7.52 0.671 4.000 0.1242 0.497 Vel = 6.82 T.30 109 0.0 0.75 Utr 2.0 20.000 150 12.497 to 2.000 0.0 H.17 109 7.52 0.671 22.000 0.1241 2.731 Vel = 6.82 H.17 109 0.0 0.75 5.000 150 15.228 to 0.0 T.33 109 7.52 0.671 5.000 0.1242 0.621 Vel = 6.82 T.33 109 0.0 0.75 Utr 2.0 11.000 150 15.849 to Utb 17.0 19.000 0.0 T.31 109 7.52 0.671 30.000 0.1242 3.725 Vel= 6.82 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.15) 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.31 109 -5.28 0.75 Utb 17.0 2.000 150 19.574 to 17.000 0.0 H.13 109 2.24 0.671 19.000 0.0133 0.252 Vel= 2.03 H.13 109 0.0 0.75 Utr 2.0 12.000 150 19.826 to 2.000 0.0 H.14 109 2.24 0.671 14.000 0.0133 0.186 Vel = 2.03 H.14 109 0.0 0.75 Utr 2.0 13.000 150 20.012 to 2.000 0.0 H.19 109 2.24 0.671 15.000 0.0133 0.199 Vel = 2.03 H.19 109 0.0 0.75 Utb 17.0 7.000 150 20.211 to 17.000 0.0 T.40 109 2.24 0.671 24.000 0.0132 0.318 Vel = 2.03 T.40 109 -0.31 0.75 Utb 17.0 7.000 150 20.529 to 17.000 0.0 H.18 109 1.93 0.671 24.000 0.0100 0.240 Vel = 1.75 H.18 109 0.0 0.75 Utr 2.0 5.000 150 20.769 to 2.000 0.0 T.38 109 1.93 0.671 7.000 0.0100 0.070 Vel = 1.75 T.38 109 -0.43 0.75 Utr 2.0 3.000 150 20.839 to 2.000 0.0 T.37 109 1.5 0.671 5.000 0.0062 0.031 Vel = 1.36 T.37 109, 0.43 0.75 Utr 2.0 2.000 150 20.870 to 2.000 0.0 T.36 109 1.93 0.671 4.000 0.0100 0.040 Vel = 1.75 T.36 109 0.0 0.75 Utr 2.0 1.000 150 20.910 to Utb 17.0 19.000 0.0 T.35 109 1.93 0.671 20.000 0.0100 0.200 Vel = 1.75 0.0 T.35 1.93 21.110 K Factor= 0.42 T.31 109 5.27 1 13.000 150 19.574 to -4.331 T.21 119 5.27 0.862 13.000 0.0191 0.248 Vel = 2.90 T.21 119 -1.92 0.75 Utr 2.0 2.000 150 15.491 to Utb 17.0 19.000 0.0 T.22 119 3.35 0.671 21.000 0.0278 0.584 Vel = 3.04 T.22 119 0.0 0.75 Utr 2.0 4.000 150 16.075 to 2.000 0.0 H.2 119 3.35 0.671 6.000 0.0278 0.167 Vel = 3.04 H.2 119 0.0 0.75 Utr 2.0 8.000 150 16.242 to 2.000 0.0 T.23 119 3.35 0.671 10.000 0.0279 0.279 Vel = 3.04 T.23 119 -2.08 0.75 Utb 17.0 12.000 150 16.521 to Utr 2.0 19.000 0.0 H.6 119 1.27 0.671 _ 31.000 0.0046 0.144 Vel = 1.15 H.6 119 0.0 0.75 Utr 2.0 6.000 150 16.665 to 2.000 0.0 H.8 119 1.27 0.671 8.000 0.0046 0.037 Vel = 1.15 H.8 119 0.0 0.75 Utb 17.0 6.000 150 16.702 to 17.000 0.0 T.27 119 1.27 0.671 23.000 0.0047 0.107 Vel = 1.15 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.15) Date 3/10/2023 Nodal 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.27 119 0.08 0.75 Utr 2.0 3.000 150 16.809 to 2.000 0.0 H.11 119 1.35 0.671 5.000 0.0052 0.026 Vel = 1.22 H.11 119 0.0 0.75 Utr 2.0 10.000 150 16.835 to 2.000 0.0 H.12 119 1.35 0.671 12.000 0.0052 0.063 Vel = 1.22 H.12 119 0.0 0.75 Utb 17.0 4.000 150 16.898 to 17.000 0.0 T.28 119 1.35 0.671 21.000 0.0052 0.109 Vel = 1.22 T.28 119 2.25 1 Utb 17.0 16.000 150 17.007 to 14.000 4.331 T.41 109 3.6 0.862 30.000 0.0094 0.281 Vel = 1.98 0.0 T.41 3.60 21.619 K Factor= 0.77 T.21 119 1.92 0.75 Utb 17.0 13.000 150 15.491 to Utr 2.0 19.000 0.0 H.1 119 1.92 0.671 32.000 0.0100 0.319 Vel = 1.74 H.1 119 0.0 0.75 Utr 2.0 10.000 150 15.810 to 2.000 0.0 H.5 119 1.92 0.671 12.000 0.0100 0.120 Vel = 1.74 H.5 119 0.0 0.75 Utr 2.0 6.000 150 15.930 to 2.000 0.0 H.7 119 1.92 0.671 8.000 0.0100 0.080 Vel = 1.74 H.7 119 0.0 0.75 Utb 17.0 2.000 150 16.010 to 17.000 0.0 T.26 119 1.92 0.671 19.000 0.0099 0.189 Vel = 1.74 T.26 119 0.32 0.75 Utb 17.0 9.000 150 16.199 to Utr 2.0 19.000 0.0 H.9 119 2.24 0.671 28.000 0.0132 0.371 Vel = 2.03 H.9 119 0.0 0.75 Utr 2.0 10.000 150 16.570 to 2.000 0.0 H.10 119 2.24 0.671 12.000 0.0132 0.159 Vel = 2.03 H.10 119 0.0 0.75 Utb 17.0 4.000 150 16.729 to 17.000 0.0 T.28 119 2.24 0.671 21.000 0.0132 0.278 Vel = 2.03 0.0 T.28 2.24 17.007 K Factor= 0.54 T.40 109 0.32 1 12.000 150 20.529 to -4.331 T.26 119 0.32 0.862 12.000 0.0001 0.001 Vel = 0.18 0.0 T.26 0.32 16.199 K Factor= 0.08 T.38 109 0.43 0.75 Utb 17.0 7.000 150 20.839 to 17.000 0.0 H.20 109 0.43 0.671 24.000 0.0006 0.015 Vel = 0.39 H.20 109 0.0 0.75 Utb 17.0 7.000 150 20.854 to Utr 2.0 19.000 0.0 T.37 109 0.43 0.671 26.000 0.0006 0.016 Vel = 0.39 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.15) 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.37 0.43 20.870 K Factor= 0.09 T.23 119 2.08 0.75 Utr 2.0 1.000 150 16.521 to 2.000 0.0 T.24 119 2.08 0.671 3.000 0.0113 0.034 Vel= 1.89 T.24 119 0.0 0.75 2.000 150 16.555 to 0.0 H.3 119 2.08 0.671 2.000 0.0115 0.023 Vel = 1.89 H.3 119 0.0 0.75 Utb 17.0 1.000 150 16.578 to Utr 2.0 19.000 0.0 T.25 119 2.08 0.671 20.000 0.0115 0.230 Vel = 1.89 T.25 119 -0.08 1 Utb 17.0 24.000 150 16.808 to 14.000 4.331 T.39 109 2.0 0.862 38.000 0.0032 0.120 Vel = 1.10 0.0 T.39 2.00 21.259 K Factor= 0.43 T.25 119 0.08 0.75 Utb 17.0 8.000 150 16.808 to Utr 2.0 19.000 0.0 H.4 119 0.08 0.671 27.000 0 0.001 Vel= 0.07 H.4 119 0.0 0.75 Utr 2.0 14.000 150 16.809 to 2.000 0.0 T.27 119 0.08 0.671 16.000 0 0.0 Vel= 0.07 0.0 T.27 0.08 16.809 K Factor= 0.02 Computer Proarams by Hvdratec Inc Rniita 111 1Nindham NI I-I I iqo 11211R7 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: 023 RECEIVED Certification No. 113889 Water-Based Systems Layout - Level IV AUG 16 2023 Certification Expires: June 1, 2023 CITY OF TIGARD BUILDING DIVISION uponor AquaSAFETM Fire Safety System ®wet COPY I(eW Sr ) doLo?s O & Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 3 TIGARD OR Remote Area : 1 Contract : 43463F 003 Data File : 43463F 003 R1 2 Story Triplex, Unit 3 + Mirror.wx2 r�,,r, tpr Prnnrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 • Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 003 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 26.0128 Psi Required 101.37 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 E}.ev. E Static (Psi) - 108 Elev. Well R Residual (Psi) - 103 Other Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y rmmli!far Prnnrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Page 2 Uponor, Inc. Date 3l10/2023 SOUTH RIVER TERRACE -Two Head Calculation (H.1 & H.5) City Water Supply: Deman D d- Elevation 10.394 Res Cl -Static Pressure : 108 D2 -System Flow : 26.013 C2- Residual Pressure: 100 D2- System Pressure : 101.372 C2 - Residual Flow 300 Hose ( Demand ) : 5 D3 -System Demand : 31.013 Safety Margin : 6.553 150 140 130 P 120 E1DThDZ 10 C2 S 80 U 70 R 60 E 50 40 30 20 10 Q D1 :�,,,... . .. . . I . . . . . . . . . . . . . I . . I . . . 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 Page 3 Uponor, Inc. Date 3/1012023 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Fitting Legend 24 Abbrev. Name % '/. 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 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.1 & H.5) Date 3/10/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.925 31.01 101.372 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.1 119.0 4.9 7.04 13.0 0.05 256 T.21 119.0 17.16 T.22 119.0 19.71 H.2 119.0 20.44 T.23 119.0 21.65 H.6 119.0 22.23 H.8 119.0 22.38 T.27 119.0 22.81 H.4 119.0 22.87 T.25 119.0 22.96 T.39 109.0 28.15 T.41 109.0 28.75 T.42 109.0 29.02 S.1 109.0 31.68 PRV 95.0 54.01 UMTR 95.0 68.28 TEE 95.0 75.68 5.0 MTR 95.0 91.85 CRB 95.0 97.86 STR 95.0 101.37 H.5 119.0 4.9 7.05 13.01 0.05 256 H.7 119.0 10.01 T.26 119.0 17.02 H.9 119.0 19.81 H.10 119.0 21.0 T.28 119.0 23.1 T.40 109.0 21.72 H.18 109.0 24.31 T.38 109.0 25.06 T.37 109.0 25.4 T.36 109.0 25.83 T.35 109.0 27.98 T.31 109.0 21.72 T.33 109.0 23.45 H.17 109.0 23.73 T.30 109.0 25.0 H.15 109.0 25.23 H.16 109.0 25.86 H.13 109.0 21.72 H.14 109.0 21.72 H.19 109.0 21.72 H.20 109.0 25.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Date 3/10/2023 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.24 119.0 21.81 H.3 119.0 21.91 H.11 119.0 22.85 H.12 119.0 22.94 Cmmni iter Prnnrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 Egiv Len Total Pf/Ft Pf H.1 119 4.90 12.46 0.75 Utb 17.0 13.000 150 7.040 to Utr 2.0 19.000 0.0 T.21 119 12.46 0.671 32.000 0.3163 10.123 Vel= 11.30 T.21 119 -5.04 0.75 Utr 2.0 2.000 150 17.163 to Utb 17.0 19.000 0.0 T.22 119 7.42 0.671 21.000 0.1212 2.546 Vel = 6.73 T.22 119 0.0 0.75 Utr 2.0 4.000 150 19.709 to 2.000 0.0 H.2 119 7.42 0.671 6.000 0.1213 0.728 Vel = 6.73 H.2 119 0.0 0.75 Utr 2.0 8.000 150 20.437 to 2.000 0.0 T.23 119 7.42 0.671 10.000 0.1212 1.212 Vel = 6.73 T.23 119 -4.71 0.75 Utb 17.0 12.000 150 21.649 to Utr 2.0 19.000 0.0 H.6 119 2.71 0.671 31.000 0.0188 0.582 Vel = 2.46 H.6 119 0.0 0.75 Utr 2.0 6.000 150 22.231 to 2.000 0.0 H.8 119 2.71 0.671 8.000 0.0188 0.150 Vel = 2.46 H.8 119 0.0 0.75 Utb 17.0 6.000 150 22.381 to 17.000 0.0 T.27 119 2.71 0.671 23.000 0.0188 0.432 Vel = 2.46 T.27 119 -1.64 0.75 Utr 2.0 14.000 150 22.813 to 2.000 0.0 H.4 119 1.07 0.671 16.000 0.0034 0.054 Vel = 0.97 H.4 119 0.0 0.75 Utb 17.0 8.000 150 22.867 to Utr 2.0 19.000 0.0 T.25 119 1.07 0.671 27.000 0.0034 0.091 Vel = 0.97 T.25 119 4.71 1 Utb 17.0 24.000 150 22.958 to 14.000 4.331 T.39 109 5.78 0.862 38.000 0.0226 0.857 Vel = 3.18 T.39 109 11.92 1.25 Utr 4.0 5.000 150 28.146 to 4.000 0.0 T.41 109 17.7 1.054 9.000 0.0671 0.604 Vel = 6.51 T.41 109 8.31 1.25 2.000 150 28.750 to 0.0 T.42 109 26.01 1.054 2.000 0.1370 0.274 Vel = •9.56 T.42 109 0.0 1.25 Uel 11.0 6.000 150 29.024 to T 2.44 13.440 0.0 S.1 109 26.01 1.054 19.440 0.1368 2.660 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 31.684 to 1.220 21.063 * * Fixed Loss = 15 PRV 95 26.01 1.054 9.220 0.1370 1.263 Vel = 9.56 PRV 95 0.0 1.25 2.000 150 54.010 to 14.000 ** Fixed Loss = 14 UMTR 95 26.01 1.054 2.000 0.1365 0.273 Vel = 9.56 UMTR 95 0.0 1.25 E 1.22 50.000 150 68.283 to G 0.407 4.067 0.0 TEE 95 26.01 1.054 T 2.44 54.067 0.1368 7.399 Vel = 9.56 r`.mmn,itar Prnnramc by Hvrlratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 75.682 to E 1.22 3.661 6.000 ** Fixed Loss =6 MTR 95 31.01 1.054 53.661 0.1894 10.166 Vel = 11.40 MTR 95 0.0 1 20.000 150 91.848 to 1.000 * * Fixed Loss = 1 CRB 95 31.01 0.995 20.000 0.2508 5.016 Vel = 12.80 CRB 95 0.0 1 10.000 150 97.864 to 1.000 ** Fixed Loss = 1 STR 95 31.01 0.995 10.000 0.2508 2.508 Vel = 12.80 0.0 STR 31.01 101.372 K Factor= 3.08 H.1 119 0.54 0.75 Utr 2.0 10.000 150 7.040 to 2.000 0.0 H.5 119 0.54 0.671 12.000 0.0009 0.011 Vel = 0.49 H.5 119 4.90 13.01 0.75 Utr 2.0 6.000 150 7.051 to 2.000 0.0 H.7 119 13.55 0.671 8.000 0.3692 2.954 Vel = 12.29 H.7 119 0.0 0.75 Utb 17.0 2.000 150 10.005 to 17.000 0.0 T.26 119 13.55 0.671 19.000 0.3692 7.015 Vel = 12.29 T.26 119 -6.88 0.75 Utb 17.0 9.000 150 17.020 to Utr 2.0 19.000 0.0 H.9 119 6.67 0.671 28.000 0.0996 2.788 Vel = 6.05 H.9 119 0.0 0.75 Utr 2.0 10.000 150 19.808 to 2.000 0.0 H.10 119 6.67 0.671 12.000 0.0997 1.196 Vel = 6.05 H.10 119 0.0 0.75 Utb 17.0 4.000 150 21.004 to 17.000 0.0 T.28 119 6.67 0.671 21.000 0.0996 2.091 Vel = 6.05 T.28 119 1.64 1 Utb 17.0 16.000 150 23.095 to 14.000 4.331 T.41 109 8.31 0.862 30.000 0.0441 1.324 Vel = 4.57 0.0 T.41 8.31 28.750 K Factor= 1.55 T.26 119 6.88 1 12.000 150 17.020 to 4.331 T.40 109 6.88 0.862 12.000 0.0311 0.373 Vel = 3.78 T.40 109 0.08 0.75 Utb 17.0 7.000 150 21.724 to 17.000 0.0 H.18 109 6.96 0.671 24.000 0.1077 2.585 Vel= 6.31 H.18 109 0.0 0.75 Utr 2.0 5.000 150 24.309 to 2.000 0.0 T.38 109 6.96 0.671 7.000 0.1077 0.754 Vel = 6.31 T.38 109 -1.56 0.75 Utr 2.0 3.000 150 25.063 to 2.000 0.0 T.37 109 5.4 0.671 5.000 0.0674 0.337 Vel = 4.90 T.37 109 1.56 0.75 Utr 2.0 2.000 150 25.400 to 2.000 0.0 T.36 109 6.96 0.671 4.000 0.1078 0.431 Vel = 6.31 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & 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 Pf/Ft Pf T.36 109 0.0 0.75 Utr 2.0 1.000 150 25.831 to Utb 17.0 19.000 0.0 T.35 109 6.96 0.671 20.000 0.1077 2.154 Vel = 6.31 T.35 109 4.96 1.25 Utr 4.0 1.000 150 27.985 to 4.000 0.0 T.39 109 11.92 1.054 5.000 0.0322 0.161 Vel = 4.38 0.0 T.39 11.92 28.146 K Factor= 2.25 T.21 119 5.04 1 13.000 150 17.163 to 4.331 T.31 109 5.04 0.862 13.000 0.0175 0.228 Vel = 2.77 T.31 109 -0.08 0.75 Utr 2.0 11.000 150 21.722 to Utb 17.0 19.000 0.0 T.33 109 4.96 0.671 30.000 0.0575 1.724 Vel = 4.50 T.33 109 0.0 0.75 5.000 150 23.446 to 0.0 H.17 109 4.96 0.671 5.000 0.0574 0.287 Vel = 4.50 H.17 109 0.0 0.75 Utr 2.0 20.000 150 23.733 to 2.000 0.0 T.30 109 4.96 0.671 22.000 0.0575 1.264 Vel = 4.50 T.30 109 0.0 0.75 Utr 2.0 2.000 150 24.997 to 2.000 0.0 H.15 109 4.96 0.671 4.000 0.0575 0.230 Vel = 4.50 H.15 109 0.0 0.75 Utr 2.0 9.000 150 25.227 to 2.000 0.0 H.16 109 4.96 0.671 11.000 0.0575 0.632 Vel = 4.50 H.16 109 0.0 0.75 Utb 17.0 20.000 150 25.859 to 17.000 0.0 T.35 109 4.96 0.671 37.000 0.0575 2.126 Vel = 4.50 0.0 T.35 4.96 27.985 K Factor= 0.94 T.31 109 0.08 0.75 Utb 17.0 2.000 150 21.722 to 17.000 0.0 H.13 109 0.08 0.671 19.000 0 0.0 Vel = 0.07 H.13 109 0.0 0.75 Utr 2.0 12.000 150 21.722 to 2.000 0.0 H.14 109 0.08 0.671 14.000 0.0001 0.001 Vel = 0.07 H.14 109 0.0 0.75 Utr 2.0 13.000 150 21.723 to 2.000 0.0 H.19 109 0.08 0.671 15.000 0 0.0 Vel= 0.07 H.19 109 0.0 0.75 Utb 17.0 7.000 150 21.723 to 17.000 0.0 T.40 109 0.08 0.671 24.000 0 0.001 Vel= 0.07 0.0 T.40 0.08 21.724 K Factor= 0.02 T.38 109 1.56 0.75 Utb 17.0 7.000 150 25.063 to 17.000 0.0 H.20 109 1.56 0.671 24.000 0.0068 0.162 Vel = 1.42 Computer Proarams by Hydratec Inc. Route 111 Windham N.H. USA 03087 f T 2.CJ 22,- SO 350 City of Tigard L�oSs3 Cb[�r��1t) c...,� :I S ' Deferral Until Occupancy Request TiGARD Washington County Transportation Development Tax (1'DT),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: 9/26/2022 Site Address: 16853 SW Colorado Lane Project South River Terrace Land Use Case or Name: BuildingPermit#: MST2022-00350 Bldg 4 Unit 3 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: Ow v A(.aann,i.Ab-oi h.a fy(Taylor Morrison NW) Date: 09/26/2022 Developer:Ovvtar Atavni.Abowh,a fs (Taylor Morrison NW) Date: 09/26/2022 Permit Coordinator: ATI�� (� Date: 9/26/2022 4CITY OF TIGARD MASTER PERMIT ` _ COMMUNITY DEVELOPMENT Permit#:N S : MST2022-00350 Date Issued: 12/15/2022 T['Er.;AR D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16853 SW COLORADO LN Subdivision: SOUTH RIVER TERRACE Lot: H Project: South River Terrace,Tract H, Building 4, Unit 3 Project Description: New detached dwelling(3 of 3)Units. NO FINAL UNTIL DEFERRED SDC FEES ARE PAID. BUILDING Floor Areas Required Setbacks Required Stories: 2 Bedrooms: 3 First: 720 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 3 Second: 1009 sf Garage: 398 sf Front: 12 Smoke Yes Dwelling Units: 1 Third: 0 sf Right: 0 Detectors: Total: 1729 sf Value: $284,905,37 Rear: 10 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: I Laundry Trays: 0 Rain Drain: 1 Urinals: 0 Lavatories: 5 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 Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 100 Ice Maker: 1 Hose Bib: 2 Backwater Value: 1 Drywall-Trench Drain: 0 Other Fixtures: 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 Furn<100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 2 Furn>=100K: 0 ELECTRICAL Residential Unit Service Feeder Temp SrvclFeeders Branch Circuits 1000 sf or less: 1 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr: 0 Ea add'I 500 sf: 3 201-400 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 1729 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 98660 2 Fire Rated Conditions PHONE: PHONE: 360-695-7700 FAX: Total Fees: $16,342.80 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. AYF : Oregon law re air s you to follow the rules adopted by the Oregon Utility Notification. Permittee • Si ture: Center. Those rules are set forth in OAR o59- 'L nnnnln rh, h nn 059-n 1 w i nn,nofthe ndac nr rlirnnt mmetinne tn nl INCy b r=Ilinn Sn1?19 1097 nr I Ann 4 ado Issued By: Signature: Call 503.639 4175 :00 a.m.for the next available Inspection date. This permit card shall be kept i nsplcuous place on the job site until completion of the project. Approved plans are required on the lob site at the time of each inspection. II CITY OF TIGARD SEWER CONNECTION PERMIT iCOMMUNITY DEVELOPMENT Permit#: SWR2022-00140 Date Issued: 12/15/2022 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S107AD05200 Jurisdiction: Tigard Site address: 16853 SW COLORADO LN Project: South River Terrace,Tract H, Building 4, Unit 3 Subdivision: SOUTH RIVER TERRACE Lot: H Project Description: Sewer connection for new detached dwelling(3 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. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules Issued By: Permittee Signature: J!e 'i' If I 0 C"1 Call 5 .639.4175 by 7: a.m.for the next available inspection date. li 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. ' Plupibing Permit Application Building Fixtures FOR OFFICE USE ONLY Tigard City of Ti d Received g Permit Na: 's 13125 SW Hall Blvd.,Tigard,OR 97223 Date/By Plan Review C Phone; 503.718.2439 Fax: 503.598,1960 DatdOy Other Permit No.: T I G A R D Inspection Line: 503.639.4175 Date Ready/By: non: ® See Page 2 for • Internet www.tigard-or.gov Notified/Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE ®New construction 0 Demolition For special information use checklist. Description I Qty. I Ea. I Total 0 Addition/alteration/replacement 0 Other. New 1-2-fatuity dwellings(includes 100 ft for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 I-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 o Accessory building %-Multi-family SFR(3}bath 1 500.32 500.32 Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler( sq.ft) _ Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: _ Job site address: 16853 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.: ) I Page 2 Suite/bldg./apt.no.Building 4I Project name:South River Terrace Manufactured home utilities 50.03 Cross streeUdirections 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 map/parcel 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 3 Drinking fountain 25.02 Ejectors/sump 25.02 ® PROPERTY OWNER 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest LLC. Fixture/sewercap 25.02 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:S_) Page 2 Primer 12.51 Contact name: Omar Alami Abouhafs 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:permltsubmittals@.taytormorrison.com Urinal 25.02 CONTRACTOR Water closet 25.02 Water heater 37.52 Business name:G&B Plumbing&Sons Inc Water piping/DWV 56.29 Address:P.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: 572.50 CCB Lic.:184372 1 Plumbing Lic.no.:pb634 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: 151Z04., ys--- TOTAL PERMIT FEE Print name:Steve Fowler Date: 10/30/20 This permit application expires if a permit is not obtained within 18a days after it has been accepted as complete. -Fee methodology set by Tri-County Building Industry Service Board. 1:l14v4dvmp'.Pcrmks\PLMU-PeroitApp.dar 10,004 440-46161(IP02'COMrWEB) r Plumbing Permit ApplicationRECEIVED Building Fixtures O C T 1 2 2022 Received City of Tigard DateBy: 1`D f 13 ' Permit No. 1:,t. 1 )..-t 35 n • 13125 SW Hall Blvd.,Tigard,OR 97223 ITY OF TIGARD Plan Review Phone: 503.718.2439 Fax: 503.598.19 Date/BY:Re /I jt/y;L A667 Other PernvtNo.: Inspection Line: 503.639.4175 113 ILDING DIVISION 1 It,A 1` Internet: www.ti and-or, ov Date Ready/By: I Hi See Page 2 for 8 8 Notified/Method: Supplemental Information TYPE OF WORK -..rIEDULE I New construction ❑Demolition For special infonnadon use checklist Description I Qty. I Ea. I Total 0 Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 [a 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 ❑Accessory building 0 Multi-family SFR(3)bath 500.32 Each additional bath/kitchen 25.02 ❑Master builder 0 Other: Fire sprinkler(17291 ft.) 1 Page 2 121.9C JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16853 SW Colorado LN Catch basin or area drain 18.76 City/State/z1P: Tigard, OR Drywell,leach line,or trench drain 18.76 Footing drain(no.linear ft.:_) _ Page 2 Suite/bldg./apt.no.: BId 4 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 1 Lot no.: 4-#3 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Permit - MST2022-00350 Clothes washer 25.02 Dishwasher 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25.02 Ejectors/sump 25.02 tlt PROPERTY OWNER , I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Fixture/sewer cap 25.02 703 Broadway St unit 510 Floor drain/floor sink/hub 25.02 Address: Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360) 695-7700 Fax:( ) lee maker 12.51 51 APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Wolcott Plumbing Medical gas(value:$_) 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: :(503l 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/Z1P:Troutdale, OR 97060 Subtotal 121.90. Phone:(503)667-1781 ext.3081 Fax:(503).667-9891 Minimum permit fee: $72.50 Plan review (25%of permit fee) 30.48 CCB Lie.: 112220 Plumbing Lic.no.: 26-824PB State surcharge(12%of permit fee) 14.63 Authorized signature:C /��, {e aBuy f yyQ�y TOTAL PERMIT FEE 167.01 Print name:CI I I I BowDate: 1 0/1 O/ZZ This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. *Fee methodology set by Tri-Comity Building Industry Service Board. 1:9Buildiog\Permits\PLMU-Perr°itApp.doc 10/01/09 440.4616T(10/02/COM/WEB) City of Tigard 1P1.. 44 COMMUNITY DEVELOPMENT DEPARTMENT • TIGARD Building Permit Review - Residential Building Permit #: '2.L72 - C035 ? Site Address: 16853 SW Colorado Lane(Building 4, Unit 3) Project Name: South River Terrace Lot #: Tract H Land Use Case: PDR2021-00003 Zone: RES-D Required Submittal Elements VI 3 copies of site plan 0 Cq._.e,c Lu;lehi„g3 to L.. 0 Drawn to standard scale 0 Footprint of new structure and FFE 2i North arrow ' Site address, project name, lot # c'Street trees shown / labelled 'Street names VSidewalk / driveway shown and dimensioned V Applicant name and phone # 0 Utility locations & easements (new / additions) Lot and setback dimensions ❑ L.,.uL ,I ,f vv .11.3 / J..1. 1,.. OYJL..IIIJ ❑ C,.;3hl,y u.,lul... VII JIL.. V Lot area and lot coverage percentage VI Erosion control V Corner elevations (2' contours if > 4' differential) 'Vision clearance triangle shown VGround slope at building pad calculated / shown Planning Review 'Verify address / suite # active in Accela. V Clean Water Services - Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes i7r No Received: El Yes 0 No g ' Public Facilities Improvement (PFI) Permit: Required: ❑ Yes 0 No Applied For: 0 Yes 0 No, stop intake 'Sensitive Lands: ❑ Yes V No Type: 'Housing Supplemental Sheets Completed O Cottage Cluster C&O (1 site, 1 per unit) 0 Quad O Courtyard Units C&O (1 site, 1 per building) V Rowhouse El Cottage Cluster Type II (1 per unit) ❑ Small Form Residential / ADU ❑ Courtyard Units Type II (1 per building) ❑ River Terrace Addendum El Conditions met prior to issuance of building permit Approved By Planning: Date: 8/23/2022 Notes Revision 1: ❑ Approved 0 Not Approved Date: _ Revision 2: ❑ Approved ❑ Not Approved Date: I'\Bud WingTorrts‘BldgPcrnxtRnv_Rcs_0707 L,docx Building Permit Submittal Original Submittal Date: ,21y7LZ Site Plans #: _ Building Plans #: Building Permit #: leiilding permit # entered on page 1 Workflow Routing: ❑ Planning -a-Engineering emit Coordinator- -Building Workflow Sign-off: Pi Sign-off for Planning (include notes from planning review) Route Documents: 0-Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. uilding: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc.Permit Technician: Criha 4%.�/� �( _ Date: 7/2-.) /L? Notes Engineering Review Slope at building pad verified Slope: 2,( /t//,9 conditions met prior to issuance of permit LVEasements (encroachments) per engineering conditions of approval and plat t- later Quality/Quantity Facility: Assess Water Quality Fee in-lieu: 0 Yes ❑ No Assess Water Quantity Fee in-lieu: ❑ Yes 0 No LIDA Facility on lot: ❑ Yes 0 No Add Fee: ❑ Yes ❑ No ID/Final Plat Recorded 0 NOT Approved Date: Notes Approved By Engineering: Date: ��0/4-2 Revision 1: ❑ Approved Not Approved Date: Revision 2: ❑ Approved 0 Not Approved Date: Permit Coordinator Review yi Conditions met prior to issuance of permit ❑ Approved, NOT Released: Date notified applicant: ❑ ENG Revisions Required: Date notified applicant: /'SDC Exemption: 0 Received /Does not apply SDC Fees Entered: Wash Co Trans Dev Tax: /Yes ❑ N/A Tigard Trans SDC: � Yes ❑ N/A See dew Parks SDC: jd Yes ❑ N/A Qf1►'�S. LIDA ❑ Yes N/A OK to Issue/Approved by Permit Coordinator: A ►V " "' Date: cl125.01'2022 Revision 1: ❑ Approved El Not Approved Date: Revision 2: 0 Approved El Not Approved Date: City of Tigard v COMMUNITY DEVELOPMENT DEPARTMENT TIGARD River Terrace South Rowhouse Supplemental Building Permit #: 1,Asval:2.-o6-So Project Name: Gpt 1`Yw"Y -TOKAUJ Site Address: 145-5 SW Co‘00tot,0 U/N Lot #: Tate h I Land Use Case: PDR2021-00003 Rowhouse Standards Units V Each rowhouse group consists of 2-3 attached units Lot Size 5,000sf - 8,000 (duplex) or 11,000sf (triplex) (Max 125,000sf in Area A) Lot Width 720 ft Setbacks Front: 12 Porch: 8 Side: 0 Street Side (public): 8 Street Side (alley): 3 'Rear: 10 Rear (alley/private street): 0 Garage (no parking): 4 Garage (parking): 20 Height rd'Max height: 35 Actual Height: 25 (i.75 Definition Each dwelling unit includes one of the following on the street-facing façade: ❑ 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 façade ,0-Offset of the façade min. 2 ft in depth from neighboring unit Entrance p Opens onto front porch (can be located on side elevations) Porch/ Balcony , Each dwelling unit includes one of the following: di-Porch, min. 48 sf with no horizontal dimension less than 6 ft ❑ Balcony on same facade as main entrance, min. 48 sf, min. 8 ft in width, 15 ft above grade, accessible from interior living space Roof 4] Sloped, pitch between 4/12 and 14/12 Staircases ,E No exterior staircases to stories above the first story Windows Minimum 12% of area of all street-facing facades 1.\BuiIdingTormsadgPermiIRvw_ROW,Supplemental 070722 Parking zrper Parking Plan Exhibit C, Sheet 10.1 and 10.2 Off street parking is accessed through: .ErTriplexes: Tandem driveways that meet the following: ❑ Shared access drive of 20-24 ft with parking behind rowhouse units* * E ceptions: Area A: 16 ft. Areas B, D, E, and I: 12 ft (See Exhibit C of PDR) Alley access drive at least 10' wide i t 0 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 Pathway Accessible 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: