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Permit
FOR OFFICE USE ONLY—SITE ADDRESS: 00%16 S1rl batont1 L .• 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. 'PICity of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT ■ go Transmittal Letter T l G A R I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 •www.tigard-or.gov TO: Julie Drinkwater EID DEPT: BUILDING DIVISION NPR 15m13 FROM: Mark Baleme UV OF TIGARD COMPANY: Wolcott Plumbing BUILDING PM9 PHONE: 503-667-1781 X3001 By: / EMAIL: mbaleme@wolcott.pro RE: 16845 SW Colorado LN MST2022-00344 (Site Address) (Permit Number) South River Terrace I Bld 3/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: '/-/t-/- ,'3 Initials: A t&,i Fees Due: ❑ Yes ❑No Fee Description: Amount Due: Oshole 55,,,,01.- or 4. a91AI[y wJ,A4,4 /44, x $ /y1.(3 $ $ $ Special Instructions: Reprint Permit(per P�j): ❑ Yes ❑ No ❑Done Applicant Notified:4 Date:4 I IS no'1.. • WA HID HAM,1G• Initials: ikAl , 6 • 1 Markup Legends / \ //` COLOR/LINETYPE LEGEND g /r / _.J rJ BLUE LINES=FEED TO FIXTURES(BATH,SHOWER,ETC.). o GREEN LINES=SPRINKLER HEAD TO SPRINKLER SUPPLY. O Delete ulre j BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. o .� =1/2"PIPE SIZE C !F 'm Add Line =3/4"PIPE SIZE a s 3 T =1"PIPE SIZE O aN ? Ada Tee I I ���� =1-1/4"PIPE SIZE ' v��LLN= T UNIT —• miff UNIT VNIT2 / .Nr 3 1 CIP y,° _g Add Elbow u / w a SPRINKLER SYMBOL DEFINITION 52...1.a3 o 3 Acid Coupling I--I [IT -XX WPM °j L w Add Head -®--®--®- / f MAXIMUM SPACING(TYP) i i t SPRINKLER MODEL(11P) i z z 6 < 1 2 STORY TRIPLEX 2 STORY TRIPLEX £ Delete Head -1XI- HEAD SYM80L(TYP) - � o ;0 -0 4� KEY PLAN W/ MIRROR ;T, °� }ag° <° Move Head 1"` L_"-� —„j �` o°ego °m ° Note.All revisions must be reviewed by Uponor Fl00) �- '� � - - 1 1 11��1�'-i ! '- I - �o°j�' °5 i Table F002-1 NTS . _ CITY OF TIGARD POrLpn , r =D.1Dh =so�,< o ,- Multipurpose Fire Safety Systems •\ �I 1 — — —I i I r. Qoog, zc8I ti!3 The Uponor Residential Fire Safety System Is a residential fire protections I3 I I C� IY 0 0,o ° <`=z RI system installed in combination with the cold side of the domestic potable enprove.d rY] _-t - -�, . 11I I�. ^E.-a , 2 Sc water system- Only licensed contractors trained by Uponor can install this 14) d e/� J� ! n.t 9<_°< E-3? t• ° system. , _ L_ _ .. , ' i C £Contitionally r iOV :y [ ] _ _ J 1 g g<��� �<3 r�/� G o L+ 5E-K5P- 9 /' - -\ LIYID I 4 � coc°„ "JWhat to do If Ganges are Required ,�-41n h 1 ` '� 1 � �, IT' Pa o z U�+ 'nCIf any features or obstructions require the addition or deletion of sprinkler For o nl y 1h�t �'• '''Y. ,::r U G scribed n. I 3 ` i 1 ,T \ ` J `I 'I cg F ' J 6heads,°rnt to ete minerelocationob of ed ch n heads, ire ar the Uponor Design �,p yill --� :I �^ JI !v `v L --r _F-tli t\ ,� `� o-'Department to determine If observed ciianges require a redesign PERMIT NO. �`�„� �/. `s7 • a "�Ar , zc ;�'-y e ono(888.594.7726). �� iSee Letter to: Follow [ ] H.19 i H.14 I H.14 T• H.1''9 . �".,-, "-.= �n=8rs�: LL<.< C-RE516 RC-RES•16 / RC RES-16 / RCR�S• , a_o <g36'o ' Attach [ ] eI � n} ` a 8 Lali u - I,YP :Y?� i�`i''gJl�r�yF\� 1 4 'n °,,, K zz- . ss .]Vu4„ll ` LE JIV VG Job Address: M t y 1�/ �`r-- NNJJ yoc T e zv S �Vi,�a�a.^fW �� 1 lJ ll J� tri.f VE ,6 Z J /� ) `�, }' yy 5s.-/ I J l;A O41 �r l �': A41 'L ., P `cio °� � By: ,q�, Date: ��I?'�� I,,l T4Vi y,.lq W-S, ; _I i :� R_ NOSING- k z _ <JE= _cc`< w g. �1 Itjf L F 1 1` A 7'. c 1-AQUAPIX INTERLEVEL ie � I / _ j �II • ^ CONNECTIONS FROM FIRST r_ r I (p I 1 1 r TT) I A 1"AQUAPIX INTERLEVEL FLOOR TO SECOND FLOOR ! TB r LU1 -- —�_I CONNECTIONS FROM FIRST I,. ` I ' I �� Inip '��� • FLOOR TO SECOND iLOOR I here by certify that this plan,specification, o 0 16 Sprinkler ead demand:166" fc Maximum p cing 16'x16odel RC-RES Residential Flat Concealed nt SS8464 �, I dl�in ® - ��� - or repo was prepares by me°r under my o - - - K=4.9,162F°, \ -1 1 1 o rrep supervision and that 1 e o NICET 3 T 3a :.:.t13 T 36„ I 1� Gertl RC -16 p9p R ° SENJU Model RC-RES205 Residential Flat Concealed Pendent SS8464 1-1/4"AQUAPIX TO ) I_ �,J;_ E ,, Y V j_ lre �o v !' -� 1-y4•AQUAPE TO L K=4.9,205F°,7 16"Orifice,Maximum Spacing 16'x16' sYSfEM '� "' s. � , '1^;- t r " SYSTEM Brent Kotn a Date: 023 ® - - - 2 / p 9 1...-1 sr�7 I 3 ��,� �` RC -i6.206 Sprinkler head demand: 14 Rpm®8.2 R� 1E ` I T; NICET Certification No.113889 d r} li I /' I , in/�TL8f 1 .- E C/ Water-Based Systems Layout-Level Iv f° IF 1 �4 ..3�' - 1 -T - 4T15 Certification Expires:lone 1,2023 SENJU Model RC-RES Residential Flat Concealed Pendent SS8464 ^.I 7 �r ��� I �I I I ,� r. _ 1/{vl ;; ® - - - 2 K=4.9,162�°,7/16"Orifice,Maximum Spacing 18'x18' T 4� „ R F r , ,� I!1 ,42 RC-RES-16 Sprinkler head demand: 17 Rpm Qs 12 S,1 MAIN SHUTOFF - ,! II I I S.1 MA N SHUTOFF F' 2H.17 H117 .2-. 5 F '.4 NMOST HYDRAULICALLY REMOTE HEADS VALVE LOCATION O ' - . 1' E„11_I-,j `t� CT cD i'R -RES-TB-i y �^�r1 _ j!o VALVE LOCATION s. 8 1st moor 2 7 tP i , I L 1 f(JJ.. is t2 2nd Naar HEAD# GPM PRESSURE REQ'D AT STREET {� ,-3i J 1p TOTAL 1 HEAD H.11 17 71.24 1 is . i Kitcih itchen = L 2 HEAD H-1 et H.5 26.00 87.52 FLAP fiF.—I J I \ TO° { 5 —>JF 4-_T> I ; I t f ONa� 3 m I AI o i { ''''', e n u TREAD,MA?1T` '" 1 /:'- I J T ('-.c„ Pf(OERLY PROTECT AND En PROPERLY PRO i e.e..l ANd o 8 .S - I , -.I s; 7 �, a ,. R 3 , U,'INSULATE PIPE TO MAINTAIN H -- - J : --E. I r } I C ir.CC 1 -MINIMUM TEMPERATURE o IN A MINIMUM TEM ERATORE 1 IO PER M --f- • 1 CONN DON) a `o t n•aos OF 40°F PER NFPA 33D,TYP. 1 �, .:2-1r_ -' 1 /TN TREADS _ F PER NFPA-13D,TYR ^ _ --< O g c TO ST AQUAPEx f [L'1 Lr J r "'Pwdr I Pwdf .l� J S.1 ---'-'H'. 8 / ;µ. L i T ,E'.\ .e H: W l ¢F a Q r ru o CURRENT STATIC TO Sn mM O •I }}}I rrr apt 1 >F4 ` WATER PRESSURE TO HOT WATER ® I _ ._RC°RESti1 / '/-� i '" 1 y. C.F.RES-16' Garage --_ O 3 p'" Garage „ 9 I-- X D��aduoo� £ STATIC: IOBpsi HEATER rD'ART1 I 58 1e I 11'_ ) ,r I:..9,'F 1,u rA1(1 F:1 F I r WALL I..I1r,a Pc\G '3. EIRETADE 41:IS'ND �+� 11' TI IM.5 I 7 vLL I S/4"AQUAPIX RISER ®. _. I c--i1 ,; en .er lei ?, TA'IT _ _ ..s G CLUNG TTYEL PRESSURE GAUGE v-vP IFS M.TR F / PCN LEVEL 1 �� " ° > Y�-1 11/4"WATTS 25AV0 �e� { AT MOOR 3O.' J7.1 (OR EQUIVALENT) � . _ p I—I V g 5 F` 1"WATER METER 15PSI LOSS FLOWING 26GPM my ,I.COR ABOV2 H`15� -H, 5 1 �` F C,s ASC E - Ce �: 0 w NFPA 13D STANDARD LOSS 75 Psi I r I ` pp -- N 3PSI LOSS FLOWING 26GPM NtV set Pressure) \) ,.S \i]C-RS'16 0 J LI RC r�ES-1$� ,. �',, Q z -m N r d e STREET - -� � - _.,n _y -'..nlT\�'- _ - _i ' i-t->°'y P .& E u OTH FORER UNITSRED SUPPLY FOR SHUT OFF VALVE MT ��I /-- I— L Sj, O Q m m w i- A /Vrt ,n CURB STOP to PS LOSS UNIT 3/4"WATER METER �- _ ~ G 3 Y g Q n CORPORATION 11111prIll ® NFPA 13D STANDARD LOSS N1.&ad O•-,1= STOP IPSI LOSS "di 1 14PSI LOSS FLOWING 26GPM `Ury o w zFF ISHEET DESCRIPTION r JJ _ °� WATER © ��=ul 1 TEE % 1 -, ��� a Ma[w euv rna 50•OF I- FIRST FLOOR W/MIRROR 10'OF 20'OF 11/4"AQUAPIX "AQIJ50'OF z FIRST FLOOR — MIRROR /i.''�, FIRST FLOOR m 1 1/4"AQUAEX 1"COPPER-K 1"COPPER-K F100 1/4n c 11-0n F� 1/4n = 1l-0n SHEET NUMBER 3 WATER SERVICE DETAIL 7 t 5 D5 S F100 z _ IIIIIIIIIIII \100 NTS © UPONOR - CONFIDENTIAL 4 _1 IA 1 t51 Markup Legend / COLOR/LINETYPE LEGEND ` z BLUE LINES=FEED TO FIXTURES(BATH,SHOWER,ETC.). £ o Delete line GREEN LINES=INTERLEVEL CONNECTIONS/SUPPLY. O r BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. g - =1/2"PIPE SIZE C W fE a Redline — — — — — -n� =3/4"PIPE SIZE <a®S Add Tee I I I �l� = 1"PIPE SIZE 0 YNS amok Immo =1-1/4"PIPE SIZE u a.w z Add Elbow LI ` ZON21 Add Coupling I I SPRINKLER SYMBOL DEFINITION MN$"Jam Add Head -®--®--0- XXX-XX - ��� . • GGii n 1-w 3 .15 - t-.. I I I I I i t ! MAXIMUM SPACING(T'P) - �-''— ] • u E E Delete Head SPRINKLER MODEL(TYP) (34. � I I1 ' 1 \� _ y z�_ co iF '�1. r HEAD SYMBOL(TYP) �/ \ ROOF BELOW 1 1.-.,. it-. FKF r;r1 '. ' i '/ ' csR3o ,�-as°i Move Head O- O- I I .� �1e 5". .._. ¢..,Su r..". - zc<'r� p c p� } �noco = Note:All revisions muse be reviewed by Uponor nit i J ~� I �( • I(L L g°�5,'.h�i z c}'< Table F002-1 1200AR) I /' �!r , , I� ' l '^ ' ;R.r l '' (481200,6 ;�2 �6 tr ' `P Multipurpose Fire Safety Systems I ____ ' ` /� �.� J ` J -__._ ,d $z"zoo��' <�;;R The Uponor Residential Fire Safety System is a residential fire protectionsF I� Main Bedro gSa=¢" c'<"z Bedroom ] u r o.o_r-,, system installed In combination with the cold side of the domestic potable ^ h,l 1 - _1- V � +L : 16 L_r \• t a il' W a ii n�+o`w z�?,3 0 water system Only licensed contractors trained by Uponor can Install this ( • ) •1 III �.I Boo 1v. ' 1 • _ gZP What to do 11 Changes are Required ç4rl ` )If any features or obstructions require the addition or deletion of sprinkler , yl.l H'`r LL ,� I C `w�9z� y- < heads,or significantlerelocation of ersprinkler heads, bear the Uponor Design ,�. ' RC S-16 RC-R 5-16 -1 RC'RES =,;-- -RES-1 ppp II :z oz4S z- Department to determine if observed changes require a redesign ,\ C RES Y •` �` / I y t _ z o c ." (SB8.594JR6). - .� -� 5 lr -C dr: 3 c-'°o- I ��-e T---- Unit 3 •r unit 3 IT.26 r o,.I� o H ._ �a �, 8 -ltr i-I� dz of 6 o�y I` 4111 r..l \ �(481300AR) (4 A��__�� / T F Vic,. i III ' i� I i��_ ;p°•m2..4." ., :n or 8 i� I L. I I II i i q$1, _. '70a{ ••=?R 3r oz4❑ z E. IRC I W � 1 ,., - .. if l l I , 1 i R61r,R S-16I II 1 „v,v. „Es�4 5 h I 1 e 1 >= .IL�1 1i ,'•1 ra SHE �I ^=� I�3AI N. ,. ,,, : ----' \::,...4.,.. M Bath l 1 xi�3 I �L �ri.�/ F7 nee 1 III M Bath ,,.,,, .,... '"P I I : RCWtES-16 _ i' - / RC=RES4.6 l \ r I /III here by certify Nat this Plan,specification, - OIL € —• WAIL{ ' t.; J }�-'/ -€ ' r/�Irp/-p- r IC E or report wasprepared b me or under m Y-' -.42 '.F• "s',• �'ath I�.\ �:. I M. f P a Y = I 1 I,- \ / 't ORrertesupernsion and that I am NICEf 0 6c (y 1"A UAPIX INTERLEVEL /' o H '' F 1 ' - e G�e JI CONNECIiONS FROM FIRST _ 1r t r� T: �I;, 1 f J FLI_ L �4 I.l{ y \ _ `�' FLOOR TO SECOND FLOOR \ �` � ��} 1(l}„ • q_' H •r I- Brent Kotula Date: 023 - - - n +E :liIll!l . '� ^-^ •-.F• ;!'"" \ I� �0$'Y— 7_ T.CJ�-; tj pp 'r -'�"- L', } NICEr Certification No.113889 rs 4, �-p`��?1A.LI P'.IT,1 e' fi 4�` :1 P 3'' 3}K� 16 P - Water-Based Systems Layout-Level IV •yl )' 1 Li r.� — _7._/�- _ tl1_ Certification Expires:June 1,2023 >< �l I ES 1B • •" i , r� I i�)i , -RC R� II It / ' •RC n r RES-16-Z05 T25 Bath _r , L: Imo . T23 i� ) Tii R s-t 17., 'Ri 1 i s A. ''I / C I Il l—iI N j. XT I�- 3 ..`J o :EAP . 1 zul \ R ':5-.16 re �_". 53P I t.P it �._.. R(t E 16 h - s�_ I�i en s ,__ ��R�S-je 11 — 1 ?-'. r sr r %B ;pi I�C-RE g g„ ry u 1 -EMOYED i� wy t LL m w N u ' 117` 1Il�' 0 ( I a �� �� f.2 �I. w '� Y c p . .. 1 Bedroom 2 I`• H a.. Bedroom 2 ndry, 1 ; Lndr E ¢ <JT RC R$6-.0 RC-REST 16 • y' I RC RE�-16 :I I �CS 16 ZOS{ 1 L. € q Es`i• F. Z £ W a r ` Bedroom 3 Bedroom 3 S"- o w 8 s 7 ll e I _ i, a¢b zoO1 ao Y. /-- 1 1 w I '- g C I £za Apr ,i= e A . I I ., I I� .'_ � �/ — — \ � ��I I . 1— X 888aaimgo, g u ��A I!I �/ W a III .�.:-_ , ,1-,, 11 , nSr II 1 1 Ce _J O. LL v II r11 1 - I _ 1 H r �` 1_ > 1 u, rf ' 1 :xreEL w I I I I • I (.pr.E.ah' -�`'-- 0 5 5 ' I ' I I - E m cu \ . I i-,. 1•1 i• ROOF•OF EP!OW p@ r i. i T Q p v' O m ^< I t I J� L. �J �o/� � �1 wF E 'a 1 /. . V/ N 1-- o.i w k" . SECOND FLOOR - MIRROR SECOND FLOOR SHEET DESCRIPTI N a a �101� 1/411 = 11_0T, �F101 1/^ =u 1 1 1-0o SECOND FLOOR W/MIRROR 1 i SHEET NUMBER S D 5 15 __a 0 UPONOR - CONFIDENTIAL F101 A uaSAFETM GENERAL NOTES: Senju RC TES:Open Web Truss/TB Construction Insulation Recommendations Fi In areas subject to freezing,care should be taken in unheated attic spaces See General Notes 8.2.5.8 for Architectural 9ProPEX LF Brass Fire to cover Uponor AquaPEX tubing completely wits insulation. Insulation Feature Requirements umi Sprinkler Adapter Tee should follow the guidelines Of the Insulation manufacturer. See Uponor ` £ g I. THIS SYSTEM IS DESIGNED AS PER NEPA 13D 2019 EDITION AS A RESIDENTIAL MULTIPURPOSE SYSTEM Blocking Maybe Fire Sprinkler Adapter Document"Uponor Aqua54FE Awn Insulation Guidlines"for attic i 3 SECTION 3.3.12.3. Required.if -I -FPosDon Nut installation guidelines(Provided in Contractors Documents package or online w 2. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON Blocking is Used, ' 1 K.Min. at www.Uponororo.com). U 0 ¢•.z Use The Top Iw^THIS SHEET. THESE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY AND 1�"Max. UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXTENT OF THE LAW. Screw Holes, rr eat!T Of M°unoiny Extreme Temperature Installations Planter Box Window,Bay Window or Similar Feature. w-._g o�o Bracket to Fan,of Tressena If no additinal floor area is created No Additional Sprinkler is Required. °' O Q Aq AFE Residential Fire Safety systems are of and/or In id. or a o w a 3. THE DESIGN OF THIS SYSTEM IS DICTATED BY SPECIFIC CEILING HEIGHTS AND ROOM SIZES. IT IS THE Fire Spunkier Adapt - I other areas exposed to temperature extremes of heat and/or cold. Follow E'-0"or less a in V 0 RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE CONDITIONS SHOWN ON THESE Mounting Bracket the recommended extreme weather installation instructions to Isolate and / A O ,A SK PLANS ARE EXACTLY AS THEY EGST IN THE FIELD. DEVIATIONS FROM THE DESIGN MAY CAUSE THE I yy protect system components from extreme temperatures. Because this RC-RES76 a."'x z SYSTEM TO BE UNABLE TO CONTROL A FIRE.IF THE BUILDING CONSTRUCTION DIFFERS FROM THE FIRE V - Q.Y system also delivers domestic cold water directly m plumbing fixtures, 9'•0"or less ® >$1O z 8 SPRINKLER PLAN,CONTACT THE SYSTEM DESIGNER IMMEDIATELY. 3-Y30 x 1 1/2"- UV-�F�l } Uponor highly recommends that you protect the tubing with adequate / _ W m Tr.,,.......z Full Course r F�1 insulation in warm weather areas m minimize heating of the cold water w 5 w�+ 4. THIS SYSTEM AND THE ACCOMPANYING HYDRAULIC CALCULATIONS ARE DESIGNED IN COMPLIANCE WITH Thread Sinews U .L_I/ zo„p?t NEPA 130 2019 EDITION. In Bottom Holes supply. c a e O.r w 3 - '- \ Installation methods include,but are not limited to: "•`o go 10115 5. "STAND-ALONE"OR"MULTIPURPOSE,WET PIPE"SYSTEMS ARE PERMITTED TO ONLY USE ANTI-FREEZE LISTED FOR USE IN NEW SPRINKLER SYSTEMS. _. • Tenting over the fire sprinkler piping. Leatl Free Flat -�•� • Additional layers of tract Insulation. If additional floor area is created.Cannot exceed 181,be more than 2'-0" CnnaaP enlu `cge area o 6. MODIFICATIONS ARE PROHIBITED.SPRINKLERS THAT HAVE BEEN PAINTED,CAULKED,MODIFIED OR Concealetl •Flat Increased depth of blown-In Insulation. sprin more than 9'-D"wide and be i In uircovere of the Spookier HeaOE DAMAGED MUST BE REPLACED. Cove Plate sprinkler.No Additional8prinkMr is Required. Pa' u, ?��x z ` Caution: If you will be Installing spray foam insulation,make sure to 5 y u-£-2 5 Q R 3 2. A SINGLE CONTROL VALVE ARRANGED TO SHUT OFF BOTH THE DOMESTIC SYSTEM AND THE SPRINKLER Senju RC-TES:Traditional Wood FramingConstruction protect all components during application.Consult with the spray foam 6=o<� p w E^E w SYSTEM SHALL REINSTALLED. I manufacturer to ensure compatibility with all products before application. NFPA 13D Table 7.5.6.3 Distances From imy�uo-< r<g,pz B. OWNERS MANUAL MUST BE PROVIDED TO THE OWNER. Heat Sources L c°Zo_.-o Zo 7"-�2:-,...x p Consultation with local building officials Is encouraged to ensure compliance Brass Fre with local building codes. o,oN .ram O O3_< 9. WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT AT THE MAIN SHUT OFF VALVE,A TAG OR A SIGN STATING THE LREQU RE CERTAINLOWING IS I FLOWS RED; grypING:THE Sprinkler ProPEX �Adapter Tee Ere Sprinkle r Adapter Heat Source Ordinary Intermediate b=z 51 c i 5 C w z . PRESSURES TO FIGHT A FIRE.DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR Push-On Nut 135°-1 0° I25°-225° g'�_- zp AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH AS WATER SOFTENERS, Bending PEX Tubing Sitle of Fire ace 36• 32" 61?-1d Z x s g- FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES,SHALL NOT BE ADDED TO THIS SYSTEM • '' 1'/9 Min. The minimum bend radius of Uponor PDX tubing In any direction is six times p c - o r ti z WITHOUT REVIEW OFTHE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST.DO NOT REMOVE Front of Fireplace 60' 36" w5"Pi ." -zz ' E THIS SIGN". �I��� ,I J/y Max. the outside dlameter(6 x OD). 42" 12' Ea''iwY'-'gs''''4e'' Fire Sprin der Adapter Oetto e°aace°rti a Bend supports are available for 3/8",1/2",3/4"and 1"Uponor Aqua PEX Wood Burning Range Stove 1B" 9" Q 0=S o z h c o g`-m wZ 10.ALL INTERIOR PIPING TO BE UPONOR"AquaPEXO"UNLESS NOTED. Mounting Bracket \�_� tubing to facilitate 90-degree rigid bends. -I._52,2 - . x„ a e o Wall Oven 1B" 9" RI z,,,,D roSu^oar J_ 11.UPONOR"AquaPEX'TUBING TO BE SUPPORTED PER NEPA 13D AND MANUFACTURER'S RECOMMENDATIONS. 2-0ID x 1 1/2" _Eiji Recommended Tubing Length Between Fittings Hot Air Flues 18" 9" a9 m<_o o-S e U`J's' Full Course } Fitting Size Minimum Tubing Length UninsWatetl Heat Ducts 18" 9" G w:m o zP 5 e x z o 5' u 12.MINIMUM SPACING BETWEEN SPRINKLERS IS B'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING - Thread St revs {u-u---Ho°J��_-a BETWEEN SPRINKLERS AND FROM WALLS.SPRINKLER HEAD MANUFACTURERS MAY HAVE MORE In TopH es Jy ��.--.T1 Uninsudated Hot Water Pipes 12" 6" -zic a5°c =m -b V 3/6"ProPIX Fitting 2" 3%„z°•z rJ-FlQ RESTRICTIVE SPACING LIMITATIONS. - Side of Hot Air Diffuser 24" 12' ` ` 1/2"Pro PEX Fitting 2" Front of Hot Air Diffuser 36" 18" 'o or €o a 13.SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOMS DUE TO LIGHT Fix iORES OR OTHER CEILING 3/4"PrOPEX Fittingt_ o 3" Hot Water Heater 6" 3" w y o o i3 MOUNTED OBSTRUCTIONS. ConLeati aled SenJ�`'. .0 i ' g 3 1/2" Furnace 6 3" o l o i zO<�o 7"r z 'E u 1"ProPIX Fitting 19.THE PLUMBING TIE IN CONNECTIONS ARE SCHEMATIC IN NATURE AND CAN BE INSTALLED OFF THE Sprinkler Head Coven Platl Flat 50W-250W Light Fixture 6" 3" r%.P u 6i L u Z.H-,' SPRINKLER LOOP ANYWHERE BETWEEN SPRINKLER TO SPRINKLER CONNECTION. Cover Plate 11/4"ProPEX Fitting 41/2" 250W499W Light Mature 12 6" Puir'ri g 15.THIS SUGGESTED LAYOUTIS BASED UPON INFORMATION PROVIDED BYOTHERS. CHANGES IN \ _x,,,'Po�Ho_5=�c_ w E CONSTRUCTION OR FIELD CONDITIONS MAY OCOJR WHICH MAY REQUIRE CHANGES TO THE LAYOUT. IT IS Exposed Installation Requirements. """'� - a R. THE RESPONSIBILITY OFTHE INSTALLER TO NOTIFY UPONOR TECHNICAL SERVICES OF SUCH CHANGES. ilpunor AquaPIXTM tubing(white)and ProPIX'n EP Fittings and ProPIXr^ \ I m 16.NFPA 13D 8.2.5.OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS Brass Fittings are approved for exposed installation where the following 8.2.5J° SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OFA SPRINKLER AS LONG PS conditions are met.(UL 1821 Approved) THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 FP PER SPRINKLER, - n /�L7 m • 8.2.5.8 SMALL AREAS CREATED BY ARCHITECTURAL FEATURES,SUCH AS PLANTER BOX WINDOWS,BAY Exposed Wood Joist Ceiling Assemblies. I here by certify that this plan,specification, c WINDOWS,AND SIMILAR FEATURES,SHALL BE EVALUATED AS FOLLOWS: 1. Joists are of dimensional lumber,engineered wood or wood I-joist. ^' �� m or report was prepared by me Sr under my '+ (1)WHERE NO ADDITIONAL FLOOR AREA IS CREATED BY THE ARCHITECTURAL FEATURE,NO 2. )Dist are of depths from 6-161nches(152-204 mm), e m direct supervision and that I am NICET ADDITIONAL I SPRINKLER FLU PROTECTIONACIE.REQUIRED. 3. Joist are of spacing from 12-24 inches(305-610 mm)on center. CertiRe n (2)WHERE ADDITIONAL ION ISAREA IS CRE41 ED BY AN ARCHITECTURAL FEATURE,NO ADDITIONAL 4. Joists can be exposed after installation. Q❑ SPRINKLER PROTECTION REQUIRED,PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET; 5. Metal pipe hangers spaced at maximum 24 inches(610 mm)on center \ I \ t (a)THE FLOOR AREA SHALL NOT EXCEED 18 FT2(1.7 re) are used. L 1.55" L 1.66" Is are:3Jj V72V23 • E (b)THE FLOOR AREA SHALL NOT BE GREATER THAN 24 INCHES IN DEPTH AT THE DEEPEST POINT OF 6. Listed resldenbal automatic sprinklers of maximum activation 4 �I 4 Brent Kotula + THE ARCHITECTURAL FEATURE TO THE PLANE OF THE PRIMARY WALL WHERE MFA4IRED temperature rating of 355°F(68°C). 2"-G" Hanger 1" Hanger NICET Certification No.113889 ALONG THE FINISHED FLOOR. Water-Based Systems Layout-Level IV �E (c)THE FLOOR SHALL NOT BE GREATER THAN 9FT IN LENGTH WHERE MEASURED ALONG THE _ PLANE OF THE PRIMARY WALLTubing$Upport Spacing: Certification Expires:June 1,2D23 • (d)MEASURED FROM THE DEEPEST POINT OF THE ARCHITECTURAL FEATURE TO THE SPRINKLER 1.Metalet Tubing Support. (Anchor AquaPIX Tubing Securely Enough to Support the Tubing,Yet Relaxed • 3 SHALL NOT EXCEED THE MAXIMUM LISTED SPACING OF THE SPRINKLER. 1. Metal tubing supports designed for plastic tubing shall be used, Enough to Allow the Tubing to Expand and Contract) .`- (3)THE HYDRAULIC DESIGN SHALL NOT BE REQUIRED TO CONSIDER THE AREA CREATED BY THE 2. Do not use supports that will damage the tubing.Inspect metal i• 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 AquaPEX'tubing with supports.Allow Continuously Supported,uns, Place Tubing Every at Six-Foot Intervals.,atRu h enough tubing for freedom of movement to expand and contract. 2. Along Vertical Runs,Install Supports Every Four to Five Feet,at Each 17.NFPA 13D 0.3 LOCATION OF SPRINKLERS. ro • 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. z ea THROUGH 8.3.8. Fd u- • 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT2(5.1 Ma)AND LESS In-line Flow Test 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 Row test to £n n MEET ALL OF THE FOLLOWING CONDITIONS: High Upstream Pressure ensure proper system operation and flow(see Figure F001-8). ,.6'"p '" 0 (1)THE AREA OF THE SPACE DOES NOT EXCEED 24 FT.(2.2 M2). If the upstream pressure exceeds BO psi a pressure reducing valve may 826 n ii (2)THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE need m be installed. Some jurisdictions may require a pressure reducing Ix`e ry c V MATERIALS AS DEFINED IN NFPA 220,STANDARD Oil TYPES OF BUILDING CONSTRUCTION. valve regardless of upstream pressure. Uponor AquaPIX LJJ (- O a m m ry e eJ • 8.3.4" SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES,OPEN ATTACHED PORCHES,CARPORTS,AND Tubing /� U �i U uwi.'x.m om. se SIMILAR STRUCTURES q rc n • 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT STORAGE,PENTHOUSE e H j o` EQUIPMENT ROOMS,ELEVATOR MACHINE ROOMS,CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND ��..�// z ° CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT,FLOOR/CEILING SPACES,ELEVATOR SHAFTS, ! I % I�l..�/ o iJ g c CRAWL SPACES,AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING / 11 'G u u a PURPOSES. � >/ i G p N o 3 • B.3.5.1 SUCH SPACES THAT CONTAIN FUEL-FIRED EQUIPMENT SHALL ALSO COMPLY WITH 8.3.5.1.10R ------ - --- v%// B LLJ 1 a5 �, 0 o 0 o s s i m u1 5 6.3.5.1.1 WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING X wu w<0.w zp E " Male Threaded Coupling PrRPEX Fire -- O UNIT,NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. �/ ♦ I Sprinkler Adapter 1_L LjJ 5 m • DWELL.2 WHERE FUEL-FIRED EQUIPMENT IS BELOW OR ON THE SAME TEMPERATURE R OCCUPIED AREAS OF THE w DWELLING UNIT,AT FAST ONE QNCKRESPONSF INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE 1"Ball Valve J > z 5 INSTALLED ABOVE THE EQUIPMENT DRAT THE WALLSEPARATING THE SPACE WJTH THE FUEL-FIRED F- To Hot Water Heater Male TTvadetl Coupling Lj..J : i EQUIPMENT FROM THE OCCUPIED SPACE. ry r' H../ ru o • 8.3.6 SPRINKLERS SHALL NOT BE REQUIRED IN UNHEATED ENCLOSURES AT THE BUILDING AT = FemaleWater Threaded LL f./ un /r Tee with Water LL ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER ENTRANCE/EXIT. `'�\,> �� o g S n" • B.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING a Pressure Gauge C�e/ p o CONDITIONS: o �-- Pressure Gauge Sprinkler Orifice (Optional) LL oYo a 5 (1)THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED H m r 5 m w N 10D FT.(2.83 M2). E I '�- z Q (2)THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET'S PROTECTED BY THE SPRINKLERS To Test = ® e x n AT THE LOWER CEILING ELEVATION. N (''�i To ensure the system provides enough water for proper fire sprinkler F- O o m m w... n LL (3)•THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE `a performance,You should conduct a flow verification test .. A TREATMENTS IS NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. x Uponor Warning Signs Q £ m ggE r,., I- Note:The NFPA 130 Installation Standard does not require flow ® V) Ur a c i (4)SKYLIGHTS NOT EXCEEDING 32 FT"(2.97 M2)SHALL BE PERMITTED TD HAVE A PLASTIC COVER, ven0cation. 'AT o S€i` o o • 8.3.8 SPRINKLERS SHALL NOT 8E REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS - I, - pe z x e n t (REGARDLESS OF SIZE)LOCATED ON EXTERIOR BALCONIES,EXTERIOR BREEZEWAYS/CORRIDORS,OR a -- Pressure Reducing (V �- c w B, a Valve Before performing a flow verification test,confirm the water pressures by LL p ✓ ACCESSED FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED j contacting the res and Sewer the Department of your localn city. Ensure the, a p V g N z- G PENETRATIONS DIRECTLY INTO THE DWELLING UNIT. o 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 a SHEET DESCRIPTION a EQUIPMENT,WASHERS AND/OR DRYERS,OR WATER HEATERS EXCEPT AS ALLOWED BY 8.3,6. c I Note:The sprinkler plan i test e the most hytlraulially remote sprinkler o IB. INSULATION GUIDE LINES PER NFPA 13D. _ Main Are Sprinkler (or pair of sprinklers). For test requirements on other sprinklers,consult GENERAL NOTES&DETAILS m a Shut-off Valve your local code. • 9.1.1•WET PIPE SYSTEMS. A WET PIPE SYSTEM SHALL BE PERMITTED TO BE TO BE USED WHERE ALL m PIPING IS INSTALLED IN AREAS NOT SUBIECT TO FREEZTNG,INCLUDING AREAS PROPERLY INSULATED TO Note: It is a good idea to notify the fire inspector at least 24 hours prior to xi MAINTAIN 40°F. performing a flow verification test. This may Inspection up the Inspeon FT', A.9.1.1 IN AREAS SUBJECT TO FREEZING,CARE SHOULD BE TAKEN IN UNHEATED ATTIC SPACES TO I process and eliminate the need to repeat the test for the inspector. SHEET NUMBER COVER SPRINKLER PIPING COMPLETELY WITH INSULATION. INSTALLATION SHOULD FOLLOW THE 7 GUIDELINES OF THE INSULATION MANUFACTURER.FIGURE A.9.1.1(A)THROUGH FIGURE A.9.1.1(F) Note: See"A E Flow Test Instruction Sheet"(Provided in SHOW SEVERAL METHODS THAT CAN BE CONSIDERED.THESE ARE FOR ILLUSTRATIVE PURPOSES ONLY. onUaRors Documents package or online at Assembly, Pe onomro.wm)for22 FOOl is CONSULTATION WITH THE GENERAL CONTRACTOR AND/OR OWNER IS RECOMMENDED TO ENSURE - more information on Flow Test Setup,Assemble Performing the Test and 5$i PROPER METHODS AND MATERIALS ARE USED TO MAKE SURE 90°F WILL BE MAINTAINED. Troubleshooting. IT there are any questions please contact Uponor. 75 psi © UPONOR - CONFIDENTIAL 1 iPay Set Pressure H 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 MST202-2-co-344 uponor AquaSAFETM Fire Safety System Off'SCAA co 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.wxl 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 : 28.538 150 140 130 p120 R 110 C1 C2 E 100 S 90 D2 S 8° r. u 70 DJ R 60 E 50 40 30 20 10 R1 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 % % 1 1% 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.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 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 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 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 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.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 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.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 Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 p 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 $! Transmittal Letter i ;, i; i, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Julie Drinkwater DA1 D DEPT: BUILDING DIVISION AUG 1 6 2023 FROM: Mark Baleme CITY OF TIGARD COMPANY: Wolcott Plumbing BUILDING DIVISION PHONE: 503-667-1781 X 3001 By. 4 EMAIL: mbaleme@woloott.pro RE: 16845 SW Colorado LN MST2022-00344 (Site Address) (Permit Number) South River Terrace/Bld 3/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 plans for new water service layout FOR OFFICE USE ONLY Routed to Permit Technician: Date: $p-r f 2,3 Initials:Atcz, Fees Due: ❑ Yes [No Fee Description: Amount Due: $ $ $ i(keffft $ 11 Special Instructions: Reprint Permit(per PE): ❑Yes ❑No ❑ Done Applicant Notified: 1r' Date: "1/7/ 3 Initials: /3' 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 NICET Certification No. 113889 AUG 16 2023 Water-Based Systems Layout - Level IV CITY OF TIGARD Certification Expires: June 1, 2023 BUILDING DIVISION UPOnOr AquaSAFETM Fire Safety System OFFICE COI" ((45 5 LAD eoLo a0 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.wxl 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: Cl - 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 : 28.538 150 140 130 P 120 C1 R 110 o C2 E 100 S 90 D2 S 80 u 70 D3 R 60 E 50 40 30 20 10 ...a1.. ,.. . , . 1 1 . 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.15) Date 3/10/2023 Fitting Legend Abbrev. Name % % 1 1% 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.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 Progray Hy dratec b H dratec 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 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 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 5.1 109 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 Node1 Elev1 K Qa Horn Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv 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 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.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 Roiite 111 Windham N H I IRA nznu7 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 RECEIVEDNICET 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 OFFICE Gar 1 (P(R4 5 L►b LO b '-10 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 rmm�i dar 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 Elev. 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 rn.,,niapr Prnwiramc by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve Page 2 Uponor, Inc. Date 2/10/2023 SOUTH RIVER TERRACE -Two Head Calculation (H.1 & H.5) City Water Supply: Demand: C1 - Static Pressure : 108 D1 - Elevation : 10.394 C2 - Residual Pressure: 103 D2 - System Flow : 26.013 C2- Residual Flow : 300 D2 - System Pressure : 101.372 Hose ( Demand ) : 5 D3 -System Demand : 31.013 Safety Margin : 6.553 150 140 130 p 120 R 110 0 ' 022 ® C2 E 100 S 90 D, S 80 U 70 R60 _ E 50 40 30 20 10 q 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 Page 3 Uponor, Inc. Pate 3/10/2023 SOUTH RIVER TERRACE-Two Head Calculation (H.1 & H.5) Fitting Legend 24 Abbrev. Name /2 '/< 1 11/2 11/ 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 Utr 17 14* Aquapex Tee-Run Branch 12 2 4 22 17 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 Final Calculations : Hazen-Williams Uponor, Inc. Page 6 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 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 (:nrn, t r Prnnram.c by Hydrator. 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 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv 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 Comouter 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 Ca Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv 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 Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 9 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 H.20 109 0.0 0.75 Utb 17.0 7.000 150 25.225 to Utr 2.0 19.000 0.0 T.37 109 1.56 0.671 26.000 0.0067 0.175 Vel = 1.42 0.0 T.37 1.56 25.400 K Factor= 0.31 T.23 119 4.71 0.75 Utr 2.0 1.000 150 21.649 to 2.000 0.0 T.24 119 4.71 0.671 3.000 0.0523 0.157 Vel = 4.27 T.24 119 0.0 0.75 2.000 150 21.806 to 0.0 H.3 119 4.71 0.671 2.000 0.0525 0.105 Vel = 4.27 H.3 119 0.0 0.75 Utb 17.0 1.000 150 21.911 to Utr 2.0 19.000 0.0 T.25 119 4.71 0.671 20.000 0.0523 1.047 Vel = 4.27 0.0 T.25 4.71 22.958 K Factor= 0.98 T.27 119 1.64 0.75 Utr 2.0 3.000 150 22.813 to 2.000 0.0 H.11 119 1.64 0.671 5.000 0.0074 0.037 Vel = 1.49 H.11 119 0.0 0.75 Utr 2.0 10.000 150 22.850 to 2.000 0.0 H.12 119 1.64 0.671 12.000 0.0074 0.089 Vel = 1.49 H.12 119 0.0 0.75 Utb 17.0 4.000 150 22.939 to 17.000 0.0 T.28 119 1.64 0.671 21.000 0.0074 0.156 Vel = 1.49 0.0 T.28 1.64 23.095 K Factor= 0.34 Computer Proarams by Hvdratec Inc_ Route 111 Windham N.H. USA 03087 Plumbing Permit Application ECEIVED Building Fixtures * FOR OFFICE USE ONLY City ofT • . r ��r OCT 6 2023 Received MS1'IAM� n��4A . Date/By: Permit No.: II ■ 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2439 Fax: 503.598.1 Plan Revv iew �GTYOFTIGARD Date/By: Other Permit No.: T IX,A R I) Inspection Line: 503.639.4175 BUILDING DIVISION Date Ready/By: orris Hi Sec Page 2 for Internet: www.ligard-Or.gov Notified/Method: Supplemental 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 ciffl-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 0 Accessory building 0 Multi-family SFR(3)bath 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: 16845 SW Colorado Ln Catch basin or area drain 18.76 Drywell,leach line,or trench drain 18.76 City/State/ZIP: Tigard, OR 97224 Footing drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: 3 I 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.: 3 Fixture or item: Tax map/parcel no.: Backflow preventer 1 31.27 DESCRIPTION OF WORK Backwater valve 1 12.51 Clothes washer 25.02 Dishwasher 25.02 Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Northwest, LLC Fixture/sewer cap 25.02 Address: 703 Broadway St, Ste 710 Floor drain floor sink hub 25.02 Garbage disposal 25.02 City/State/ZIP: Vancouver, WA 98660 Hose bib 25.02 Phone:(360)695-7700 Fax:( ) lee maker 12.51 0 APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Taylor Morrison Northwest, LLC Medical gas(value:$_) Paget Ton a Morrs Primer 12.51 Contact name: J Roof drain(commercial) 12.51 Address: 703 Broadway St, Ste 710 Sink/basin/lavatory 25.02 City/State/ZIP: Vancouver, WA 98660 Solar units(potable water) 62.54 Phone:(971)409-5931 Fax::( ) Tub/shower/shower pan 12.51 E-mail: tmorris@taylormorrison.com Urinal 25.02 CONTRACTOR Water closet 25.02 Water heater 37.52 Business name:BDL plumbing Water piping DWV 56.29 Address: 301 ne curtis dr Other: 25.02 city/state/zip, Corbett, UK 9(U19 Subtotal Phone:(5036656055 Fax:( ) Minimum permit fee: $72.50 CCB Lic.: 180345 Plumbing Lie,no.: PB1582 Plan review (25%of permit fee) State surcharge(12%of permit fee) Authorized signature: fry, / IJ TOTAL PERMIT FEE Print name: Logan kiwi Date:9/27/23 This permit appikation expires if a permit is not obtained within 180 days after It has been accepted as complete. L *Fee methodology set by Tri-County Building Industry Service Board. I:\Building\PermirsmPLMU-PermitApp.doc 10/01/09 440-4616T(10/02/COM/WEB) I. Plumbing Permit Application - City of Tigard Page 2 -Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain-1'100' 50.03 0 to 2,000 $121.90 Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer-1st 100' 62.54 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service-1st 100' 62.54 Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation: Permit Fee: Storm&Rain Drain-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Stonn&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to Other Inspections or Fees and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof',to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for each additional$100.00 or fraction thereof. (minimum charge-1/2 hour) Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. Plan Review for Plumbing Installations Quantity by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped Added Relocate ❑ Any new commercial building with water service 2"and Baptistry/Font greater,except systems designed and stamped by licensed Bath: -Tub/Shower engineer. -Jacuzzi/Whirlpool ❑ New exterior plumbing site utilities for any complex structure Car Wash: -Each Stall as defined in OAR918-780-0040. -Drive Thru Aspirator El Medical gas and vacuum systems for health care facilities. Cuspidor/Water El Any multipurpose fire sprinkler system. Dishwasher: -Commercialrator El Any complex structure as defined in OAR918-780-0040. -Domestic Drinking Fountain Eye Wash Submit 2 sets of plans with any of the above. Floor Drain/sink: -2" -3" Isometric or Riser Diagram 0 Isometric or riser diagram is required for new buildings -Car Wash Drain that meet the qualifications above. Garbage -Domestic non-food Disposal: -Domestic food related -Commercial food related -Industrial food related Ice Mach./Refrig.Drains Comments regarding fixture work: Oil Separator(Gas Station) Rec.Vehicle Dump Station Shower: -Gang -Stall Sink: -Lav/Bar non-food related -Bradley -Corn/Serv/Util food related -Service *Note: If the fixture work under this permit results in an Swimming Pool Filter increase of sewer EDUs,a sewer permit will be issued and Washer-Clothes fees assessed for the sewer increase must be paid before the Water Extractor Water Closet-Toilet plumbing permit can be issued. Urinal Other Fixtures: 4 I:\Building\Pemtits\PLMF_PermitApp.doc 08/04/2011 2 MSTZ022.- 6o 3L 1 City of Tigard /(�g 6 C1o(o,0b ►-) 1,1 . Deferral Until Occupancy Request T 1 GARD 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: 9/21/2022 Site Address: 16845 SW Colorado Lane Project South River Terrace Land Use Case or MST2022-00344 Name: Bldg 3 Unit 3 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$ NIA 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 l'DT 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 ALa vwi.Abo-w(^a fy (Taylor Morrison NW) Date: 09/21/2022 Developer:Owuu- ALaww Ahem fi-(Taylor Morrison NW) Date: 09/21/2022 Permit Coordinator: L LA/Jib Date: 9/21/2022 Building Permit Application `,t= . VED Residential Aiii=L2132i FOR OFFICE USE ONLY Cityof Tigard Received r I IOARD nateBydl h��()2-( V 6 i��, Permit No.:M, 41-170349 111 • 13125 SW Hall Blvd.,Tigard,OR 97223 tit t `) t�� Plan Review / ` J ■ Phone: 503.718.2439 Fax: 503.598.1960�UI`DI4G D1\ISIO' DateBy: `I 2z /2-, A� Other Permit: n .. I I[I 1 R t> Inspection Line: 503.639.4175 Date Ready/By: A:kris: See Page 2 for Internet: www.tigard-or.gov NotiH tlwd: Supplemental Information G"L TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ®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,and the profit for the 3 7 a� CATEGORY OF CONSTRUCTION work indicated on this application. l{'tI(3 1-and 2-familyCommercial/industrial $ 18945'00 ® dwelling ❑Co ercial/industrial ❑Accessory building ❑Multi-family Number of bedrooms:A/3 ❑Master builder ❑Other: Number of bathrooms: 3 JOB SITE INFORMATION AND LOCATION Total number of floors:2 l/D 7 Job site address: 16845 SW Colorado LN New dwelling area: 1,729 square feet / 669 City/State/ZIP: Tigard,Oregon 97120 Garage/carport area: 398 square feet 7'1dD Suite/bldg./apt.no.: BLDG 3 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:COMMERCIAL-USE CHECKLIST 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 DESCRIPTION OF WORK work indicated on this application. vi,✓New Construction/Type: Duplex type A-481300A (UNIT 3) Valuation: $ t/ Deferrals:Park SDC&TSDC until occupancy. Existing building area: square feet Projected start: September 2022 New building area: square feet ® PROPERTY OWNER ❑ 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: ® APPLICANT ❑ CONTACT PERSON V9 BUILDING PERMIT FEES* (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 Phone:(360)946-8674 Fax::( )360 693-4442 Amount received: E-mail: PermitSubmittals@taylormorrison.com PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial and residential prescriptive installation of CONTRACTOR 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. City/State/ZIP:Vancouver, WA 98660 Permit Fee(includes plan review $180.00 and administrative fees): Phone:( )360 695-7700 Fax: ( )360 693-4442 State surcharge(12%of permit fee): $21.60 CCB lie.:207247 �r// �/ Total fee due upon application: $201.60 Authorized signature: Oht44 pry- iun ay ea. This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name:Omar Alami Abouhafs Date: 08/15/2022 *Fee methodology set by Tri-County Building Industry Service Board. I:\Building\Permits\BUP-RESPermitApp.doc 02/24/2011 440-4613T(l1/02/COM/WEB) Mechanical Permit Application . FOR OFFICE USE ONLY City of Tigard Received ' patdgp_ Pemut No.: " 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.718.2439 Fax: 503.598.1960 Plan Review Date/By: Odor Permit: Ti{cQRI. Inspection Line: 503.639.4175 Date Ready By: NM; l7 See Page 2 for Internet: www.tigard-or.gov Halt d/Method: Supplemental lnformaduu TYPE OF WORK COMMERCIAL FEE* Sf OTFOULE - USE CHECKLIST Mechanical permit fees*are based on the value of the work e4 New construction ❑Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all 0 Demolition ❑Other, mechanical materials,equipment,labor,overhead,and profit. Value:$ CATEGORY OF CONSTRUCTION RESIDENTIAL EQUIPMENT/SYSTEMS FEES* ® I-and 2-family dwelling 0 Commercial/industrial ❑Accessory building For special information use checklist. i i Multi-family 0 Master builder ❑Other. Description Qty. Ea. Total JOB SITE INFORMATION AND LOCATION Heating/cooling: Job site address: 16845 SW Colorado LN Air conditioning 1 46.75 46.75 Furnace 100,000 BTU(ducts/vents) 1 46.75 46.75 City/State/ZIP:Tigard,OR 97224 Furnace 100,000+BTU(ducts/vents) 54.91 Suite/bldg./apt no.:Building 3 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 23.32 Subdivision: South River Terrace Lot no.: Offer 23.32 Tract H Other fuel appliances: Tax map/parcel no.: Water heater 23.32 DESCRIPTION OF WORK Gas fireplacelinsert 33.39 - Flue vent far water heater or gas New construction-Type SFU fireplace 23.32 UNIT 3 LoR lighter(gas) - 23.32 Wood/pellet stove 3339 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23_32 ® PROPERTY OWNER 0 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 ❑ CONTACT PERSON Other: 23.32 Business name:Taylor Morrison Northwest LLC. Fuel piping: Contact name: Omar Alami Abouhafs 514.15 for first four;S4.03 for each additional Furnace,etc. I Address:703 Broadway St.,Ste 510 Gas heat pump 1 Wall/suspended/unit beater City/State/ZIP:Vancouver,WA 98660 Water heater 1 Phone:(360)695-7700 Fax::(360)693-4442 Fireplace 1 Range 1 E-mail:permitsubmlttals@taylorMorrison.COM Barbecue 4.1111 CONTRACTOR Clothes dryer(gas) Business name:Pro Heating&Cooling Other: MECHANICAL PERMIT FEES* Address: NW Alociek Dr,Ste.1104 Subtotal $262.84 City/Slate/ZIP:Hillsboro,OR Minimum permit fee(S90.00) Plan review(25%of permit fee) Phone:(360)270-1590 Fax:( ) State surcharge(12%of permit fee) CCB sic.:209001 TOTAL PERMIT FEE �7 I[\ This permit application expires if a permit is not obtained within 180 Authorized si¢nature: L Q, 'Ju 1-Q--� days after it has been accepted as complete. ....................... - Foe methodology set by Tri-Counry Building Industry Service Board Print name:Elia Duran Date: 10/30/20 r 1n,.Ild,.w1Prrn.,ruMpr PwmA Ann null 11 Ary ..,in,c fl,,,mn'p.m rmm.o, . Pltimbine Permit Application Building Fixtures FOR OFFICE USE ONLY City of Tigard Received Daffy: Permit No.: a 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review 111 L Phone: 503.718.2439 Fax: 503.598.1960 Other Permit No.: inspection Line: 503.639.4175 Datetay: T NS A R D p Date Ready/By: hrix ® See Paget for Internet: www.ligard-or.gov Notified/Method: _ Supplemental Information - TYPE OF WORK FEE* SCHEDULE 0.5[New construction ❑Demolition For special information use checklist. Description I Qty. I Ea. I Total ❑Additionlalteration/replacement ❑Other: New 1-2-fancily dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312,70 Xl-and 2-family dwelling 0 Commercial/industrial SFR(2)bath 437.78 buildingSFR(3)bath 1 500.32 500.32 ❑Accessory al/Multi-family Each additional bathAdtchen 25.02 ❑Master builder ❑Other. Fire sprinkler( sq.ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16845 SW Colorado EN 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.BUilding3I 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.: 1 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 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 0 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 piping/DWV 56.29 Address:P.O.Box 92 Other. 25.02 City.State/Z1P:St.Paul,OR 97137 Subtotal 600.40 Phone:(503)868-1417 Fax:(971)727-8170 Minimum permit fee: 572.50 Plan review (25%of permit fee) CCB Lie.:184372 Plumbing Lic.no.:pb634 State surcharge(12%of permit fee) Authorized signature: } y � TOTAL PERMIT FEE Print name:Steve Fowler Dale: 10/30/20 This permit application expires if a permit is ant obtained within 180 days after it has been accepted as complete. "Fee methodology set by Tri-County Building Industry Service Board. IA:WildinglPemui,LMU-Pcmilxw.doc 10/01 0 440461611 1o1o2/COM'WEn) Plumbing Permit Application RECEIVE Building Fixtures Cityof Tigard OCT022 l i°� Permit No.: ,t; • 131 SW Hall Blvd.,Tigard,OR 97223Pl OCT DateBy: I p la �� Kf4 �"tao?a�-D�3'f� r� Dan By: / /.^ /lC� Phone: 503.718.2439 Fax: 503.598.1960 Date Review e /` !K F Other PermtNo.: lc, Inspection Line: 503.639.4175 CITY OF TIGARD Date Ready/By: larix B See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION Notified/Method: _Supplemental information TYPE OF WORK FEE* SCHEDULE [3/New construction 0 Demolition For special information use checklist Description l Qty. I Ea. I Total ❑Addition/alteration/replacement ❑Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312 70 [1 1-and 2-family dwelling 0 Commercial/industrial SFR(2)bath - 437.78 [3Accessory building 0 Multi-family SFR(3)bath 500.32 Each additional bath/kitchen 25.02 ❑Master builder ❑Other: Fire sprinkler(17291.it) 1 Page 2 121.90 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16845 SW Colorado LN Catch basin or area drain 18.76 City/State/ztP: Tigard, OR Drywell,teach tine,or trench drain 18.76 Footing drain(no.linear ft.: ) Page 2 Suite/bldg./apt.no.: Bid 3 I 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 R.: ) Page 2 Subdivision: South River Terrace I Lot no.:3-#3 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Permit - MST2022-00344 Clothes washer 25.02 Dishwasher 25.02 Multi-Purpose Fire Sprinklers Drinking fountain 25.02 Ejectors/sump 25.02 ritPROPERTY OWNER J 0 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 lax. ( ) Ice maker 12.51 15k APPLICANT ❑ 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: :(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 p�tPin!]ro WV 56.29 Address: 1075 W Historic Columbia River Hwy Other: 25.02 City/State/LIP:Troutdale, OR 97060 Subtotal 121.90 Minimum permit fee: $72.50 Phone:(503�667-1781 ext.3081 Fax:(503667-9891 Plan review (25%of permit fee) 30.48 CCB Lic.: 112220 Plumbing Lie.no.: 26-824PB n State surcharge(12%of permit fee) 14.63 Authorized signature: Vr �B(iU�jLQ�fi TOTAL PERMIT FEE 167.01 Print name:Cliff Bow Die 1 O/1 O/2 Z 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. I:13uilding\Permits1PLMU-PermitApp.doc 10/01/09 440-4616T(10/02/COM/WEB) r , RECEIVED r IIICity of Tigard 'AUG n A 909 •• l: COMMUNITY DEVELOPMENT DEPARTMENT CITY Or ..Ahv TIGARD Building Permit Review - Residential BUILDING DIVISION 1, Building Permit #: - 00L2 - Oo�}-11•1 Site Address: 16845 SW Colorado Lane(Building 3,Unit 3) Project Name: South River Terrace:Creekview Condominiums Lot #: Tract H Land Use Case: PDR2021-00003 Zone: RES-D Required Submittal Elements X 3 copies of site plan X Drawn to standard scale X Footprint of new structure and FFE XNorth arrow ❑ R.,lu;,r..J 1,.....,, J,;F, I;r,.. / 1r.... F,Ia.... 1V!r X Site address, project name, lot # X Street trees shown / labelled X Street names X Sidewalk / driveway shown and dimensioned Applicant name and phone # ,X Utility locations & easements (new / additions) Lot and setback dimensions 0 C„;,,1;rry ..,1.....1.,..,,... ,,„ .,;1,. X Lot area and lot coverage percentage X Erosion control X Corner elevations (2' contours if > 4' differential) X Vision clearance triangle shown X Ground slope at building pad calculated / shown Planning Review X Verify address / suite # active in Accela. X Clean Water Services - Service Provider Letter (lot platted prior to 9/10/1995) Required: ❑ Yes X No 5erg4c,r-s •, Received: 0 Yes ❑ No fir, ' XPublic Facilities Improvement (PFI) Permit: SIOt:9 Required: ❑ Yes XNo 9112-cersin< : 7 Applied For: ❑ Yes ❑ No, stop intake exile is Sensitive Lands: ❑ Yes X No iU1 ; -?_S Type: X Housing Supplemental Sheets Completed " ❑ Cottage Cluster C&O (1 site, 1 per unit) 0 Quad ❑ Courtyard Units C&O (1 site, 1 per building) -.t^owhouse (2-1 O Cottage Cluster Type II (1 per unit) ■ Small Form Residential / ADU ❑ Courtyard Units Type II (1 per building) *River Terrace Addendum ❑ Conditions met prior to issuance of building permit Approved By Planning: ri -- Date: 8/8/22 Notes Revision 1: ❑ Approved ❑ Not Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: _ I:1BeildiogTortm\131dgPermaRvw_Res 070722 docz Building Permit Submittal Original Submittal Date: t1h1-Z Site Plans #: Building Plans #: Building Permit #: -El Building permit # entered on page 1 Workflow Routing: 0 Planning ..El Engineering (1 Permit Coordinator 0 Building Workflow Sign-off: ,f Sign-off for Planning (include notes from planning review) Route Documents: E7 Engineering: (1) copy of permit application, (1) site plan, (1) building plan and original plan review routing form. 0 Building: original permit application, site plans, building plans, engineer and beam calculations and trust details, if applicable, etc. Permit Technician: C774€' hG7a 1-0)- /,cy�,k446' Date: J77 /2-2_ Notes Engineering Review I'lope at building pad verified Slope: Z� /1/7i¢ atonditions met prior to issuance of permit [4-Easements (encroachments) per engineering conditions of approval and plat GV/Vater Quality/Quantity Facility: � � Assess Water Quality Fee in-lieu: ❑ Yes ®'No Assess Water Quantity Fee in-lieu: ❑ Yes po LIDA Facility on lot: 0 Yes o Add Fee: 0 Yes 0 No 0 Final Plat Recorded El NOT Approved Date: Notes A / Approved By Engineering: Date: /14/l2-Z Revision 1: ❑ Approved of Approved Date: Revision 2: ❑ Approved ❑ Not Approved Date: Permit Coordinator Review /Conditions met prior to issuance of permit ❑ Approved, NOT Released: Date notified applicant: ❑ ENG Revisions Required: Date notified applicant: Exemption: ❑ Received ❑ Does not ap ly ,DC DC Fees Entered: Wash Co Trans Dev Tax: J Yes 0 N/A -�'`�,,�r' -/^� Tigard Trans SDC: ,I Yes I: N/A S-ecd ` Parks SDC: OYes ❑ N/A LIDA ❑ Yes 4 N/A I OK to Issue/Approved by Permit Coordinator: A_ Date: �'lu(�Z- Revision 1: 0 Approved CI Not Approved IIIJJJ Date: Revision 2: 0 Approved ❑ Not Approved Date: ff,51-- 2azz - ou3 City of Tigard a COMMUNITY DEVELOPMENT DEPARTMENT ill TIGARD River Terrace South Rowhouse Supplemental 0 Building Permit #: /"1 1 L— I Project Name: P-1 (tau Site Address: \cdtMS -W Cokofactb Lan C061.1 3 , mil 3) Lot #: Truck'tf Land Use Case: PDR2021-00003 Rowhouse Standards Units 'ach 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 p20 ft VW\ Setbacks ront: 12 Porch: 8.. 4'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 Max height: 35 Actual Height: vs 1,1S " Definition la dwelling unit includes one of the following on the street-facing façade: 3 44 ❑ Roof dormer min. 4 ft in width ��1 1 � DIBalcony min. 2 ft depth, accessible from interior �5ir ❑ Bay window that extends a min. of 2 ft from facade 0 Offset of the facade min. 2 ft in depth from neighboring unit Entrance pens onto front porch (can be located on side elevations) H Porch/ Balconyach dwelling unit includes one of the following: a j _Porch, min. 48 sf with no horizontal dimension less than 6 ft \A4'1 ❑ Balcony on same façade as main entrance, min. 48 sf, min. 8 ft in (SQJ`ls width, 15 ft above grade, accessible from interior living space Roof '1'Sloped, pitch between 4/12 and 14/12 Staircases7Vo exterior staircases to stories above the first story Windows Minimum 12% of area of all street-facing facades I`BuildingWormslBldg PermaR,v,ROW Supplerneowl U7U922 , Parking >03er Parking Plan Exhibit C, Sheet 10.1 and 10.2 r Off street parking is accessed through: /riplexes: Tandem driveways that meet the following: $ Shared 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) 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 Pathway 6)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: e//S/ZZ