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HomeMy WebLinkAboutJefferson County Castle Hill BLD06-109Castle Hill Associates Suite D Port Townsend, WA 98368 5/6/04 Fence On Sheridan side of Buildin¢ 1. Photo and Fence design 2 Drawings with Spec's for fence 3. Fence location on landscaPe design Castle Hill associates Kenneth R McBride a Fwc.360- 379 -8668 mcbRAcablesneed.com 'j MAY - 6 2004 D CITY OF PORT TOWNSEND , L y!t�A w;r2 i ; "► Coe ITT PERMIT 'Boolq -1019 y ` 6f F ' � 1 ' � � `� �' "7�- s�Jlj�G W�r{. -�;ri' ir..i ✓oJi..+ ! � �1J,� s��� �e a i 5 _ C D E C E WE CITY Of PORT IONTISEND euo _ J z z 0 u 0 0 z STOCKDRAFTlNG FORM NO 101-54 V tj C-S EA, TIZ15:�Wfp t'l 0 ITT N roz ) REVISIONS lb 7-Z, 7�-,,r 14 71 4141, C& m CA L'i p Pkm 0 ti T `� _�: ITI -d of o cj F�14 o ul 4f vo r. 3 ' 4 1 "m A 0__7 c> 0'r cl �o 0 0.0 & ta RO 6fid W4 Ala -4 DATE ib _ltr SCALE vjA L 4 oLq FLRT� AA Fral__ AWN o' V) I f�Act-- JOB L SCALE 0 B SHEET _TL rSH (& AZ1. , SHEET OF SHEETS fs� t: 7AY cirr of Doer r > r J) l� r NJ 4 NEW I -k1Q�( i1W1�e1 114 ri, FIt�KL- LrJG/a7lON L_ i— w —1 4 \ 5 t /1„ ; \ ` 'i `�7✓drJ�gki 51pr --S 7-4) Of Tv EXIST. G —dT-rM P E Y C J � 6 Q rMKDRAFTING FORM NO 101 -50 _ d -n REVISIONS BY _ _ p HENDRICKS Qec- 11 t2 to i , �� it ` n.- I�o;Ws A, M I � MIR M ii►f ► +���1I tL folio Mffm ����1�y+►ptpR ��,I. 1 o` SOMME M JH LL CASTLE I ,.. 385-231?1 385-5210 PO• r A0�1 4-e, - 3 a 3 - 0 :A'2 -. Parcel Required, parking spacesper buildin Total Required parking spaces perparcel Existingparking spaces Parking deficit/surplus Tax 29 (Bldg. attached to QFQ 26 26 25 (4) Tax 30 31 k} I +13 Existing building 10 Proposed buildin 21 Total 57 57 I fJjl�-W - -61 e5apJc, G✓(PE WALK NX,te --` . C- i)7i-15k-' I IV I Ttl, r F'I? 5: The Applicant will be required to provide a parking agreement granting use of one or more parking spaces on Tax #30 (Owner: Castle Hill Assoc.) for the benefit of Tax #29 (Owner: Castle Hill Assoc) to make up the deficit of one space. Alternatively, the applicant could potentially re- stripe the spaces, using compact spaces to the degree permitted, and tnay in that way fit 26 instead of25 spaces on Tax #29. Since the applicant shows 69 existing spaces on both tax parcels, parking is adequate to serve both existing and proposed development all the applicant's property, so long as a joint parking agreement is in place to serve the two parcels owned by the applicant The parking agreement must be provided as part of the parkingplan submitted with a buildingperrnit application. GMs; TiLLMAri ufeveN Foe ,d J7aolz6 ALLaw�U $LD &, Ar=m, pre- 0✓fa,C::d) pr_DC aA r; s7; + -7°g9'z��N�r� =! -5) ACSS IZ COI QrL 0 t ACTJAL- y� coS r L // (`( C )')W 1 l / J i 0 I `r 1 1= �I 1 co Mh 0 F,_ A L 1 l DATE SCALEAS4 Rom) t� i DRAWNp_s1 JOB SHEET It or V SHEETS I I - 4 Z �n �I '7 NEW I I i i i { T 'GrTt�t'MWATt t2-- D5-TV' i MJ TAM rHJA,L t� L-OC- -r(OW `o N t—=I- : 5 r WALK CA k (N) N' a Iry 3 QT §I i �-„ � '� \�•, \\ � ;� \e'�P N'ul�: - '-- '�- EXIs'71NC� - � �� �`..� 1 r',i, - FARK,NG-- AREIA STi1NAA T3 EY,IgT GJTTEe' J�� =mot 1 FLAJ rMKDRAFTING FORM NO I41 -54 HENDRICKS QFC- bj ��!���1c� ♦-AGGG: ( = j - 1 f ' ��, AAA' �A' ��► � = ' ►OVA•♦ ��`' ._. -Kip N • " POqT . Y ENTER VICINITY AkAP _Nom► No 6rAL9 AFN 4-e, - 3 a 3 --O)d'Z- Parcel Required parking spacesper building Total Required parking spaces perparcel Existingparking spaces Parking deficitlsurplus Tax 29 (Bldg. attached to QFQ - 26 26 25 ( -1) Tax30 31 41 +13 Existing building 10 u F 3 P9,4�a0 t�e a .L.. Proposed building 21 O Cbr; tv Total 57 57 b� + r'J r The Applicant will be required to provide a parking agreement granting use of one or more parking spaces on Tax #30 (Owner: Castle Hill Assoc) for the benefit of Tax #29 (('hwner: Castle Hill Assoc) to make up the deficit of one space. Alternatively, the applicant could potentially re- stripe the spaces, using compact spaces to the degree permitted, and may in that way fit 26 instead of 25 spaces on Tax #29. Since the applicant shows 69 existing spaces on both taxparcels, parking is adequate to serve both existing andproposed development on the applicant's property, so long as a joint parking agreement is in place to serve the ova parcels owned by the applicant. The parking agreement must be provided as part of the parkingplan submitted with a buildingpermit application. - r1LLWA,0 '50fwV(�-;L1 FOP T---XA5T f doTju(z�s rr0ra -- o OLPc5'A ksA -,� r HILL 5re13 ' 110GER E. LARSON STATE OF WASHINGTON REVISIONS BY w � P. O.rt' u F 3 P9,4�a0 t�e a .L.. o O Cbr; tv tct�r�N taro I i r'J C -r i 6 { i 1 g4 4- K ca Cz DATE��� SCALE Ae, 4 �OtVN DRAWN,?, ,,., �:�� JOB SHEET OF �. SHEETS PARKING SPACE To minimize travel distance, accessible parking must be located in those parking spaces nearest the accessible entrance. The wider space is essen- tial for a person to transfer independently from a wheelchair to an automobile, or to operate a van lift. Because these functions are very difficult to perform on slopes, the surface may not slope in any direc- tion more than 1:48. The accessible parking space must have direct access to the walkway, to avoid the hazard of entering the vehicular roadway. Where there is a grade separation between the parking space and the walk, a curb ramp or cut must be provided Curb ramps must not project into the parking space or the access aisle. It is very important to place the signage as specified, so that parking space can be found easily. It is recommended that a large Symbol of Access (white on a blue background) also be painted on the parking surface, further to discourage use of the space without the required state permit. However, each space is required to be Identified by a permanent posted sign at the head of the stall. A new requirement in the 1992 regulations, and in the Americans with Disabilities Act of 1990, is for "van accessible" parking spaces (8 feet wide with an 8- foot -wide access aisle adjacent), and a sign with the words, "Van accessible," mounted below the standard sign. This is required for all parking except at residential occupancies, and is recommended there, also. The adjacent drawing Indicates some alternative ar- rangements for adapting standard parking spaces. It Is reasonable to use simultaneously the extra width as a pedestrian walkway. It also Is possible to share the extra space with the adjacent parking space, thus giving the person who is using a wheelchair the option of entering the automobile from either side. Where a fire lane is required between accessible parking space(s) and the accessible building an- trance(s), a designated pedestrian walkway must be provided ACCESSIBILITY DESIGN FOR ALL it Is important that the curb ramp which connects parking space to a walkway be aligned with, and be a continuation of, the access aisle, to prevent Its obstruction by vehicles. Section 1107.3 of the regulations states that every barrier -free parking space Is required to have a sign "centered between 3 and 5 feet (915 mm and 1525 mm) above the parking surface...." Literally interpret- ed, this language can be understood to limit the sign placement to a location centered at 4 feet above the surface The intent, however, Is that the sign be mounted with the center from 3 feet to 5 feet up; It may be at3 feet or at 5 feet, according to conditions, or anywhere between. 11 1r BY 18 SIGN WITH INTERNATIONAL SYMBOL OF ACCESS 3' -O- TO 51-6, ABOVE GRADE FIRM, STABLE (PAVED) SURFACE SLOPING NOT MORE THAN 1:48 • WALKWAY STRIPES PAINTED - ON SURFACE TO DISCOURAGE PARKING VIOLATION ONE I. I In TWO III THREE I STANDARD B' -B' SPACESi WITH ACCESS AISLES AS SHOWN SIGN FOUR V_ E E E LM LM E_ L' L Fn LM LM LM An Illustrated Handbook SECTION 1107— PARKING FACILITIES 1107.1 Accessible Parking Required. 1107.1.1 General. For other than Group R, Division 1 apartment buildings, when parking lots or garage faallties are provided, accessible parking spaces shall be provided in accordance with Table No f 1 -F 1107.1.2 Inpatient and outpatient medical care facilities. For Group 1, Division 1. 1, 12 and 2 units and facilities specializing in the treatment of persons with mobility impairments on either an inpatient or outpatient basis, 20 percent of parking spaces provided accessory to such unit and facilities shall be accessible. 1107.1.3 Outpatient medical care facilities. For Group f, Drvrsron 1 1 and 12 Occupancies providing outpatient medical care facilities, 10 percent of the parking spaces provided accessory to such occupancies shall be accessible. 1107.1.4 Apartment buildings. For Group R, Division 1 apartment buildings where parking is provided, one accessible parking space shall be provided for each Type A dwelling unit and reserved for its occupants. In addition, where the total parking provided on a site exceeds 1 parking space per dwelling unit, not less than 2 percent, and in no case less than 1 space, of this additional parking shall be accessible. 1107.1.5 Van parking. For other than Group R, Division 1 apartment buildings, where accessible parking is required, one of every eight accessible parking spaces, or fraction thereof, shall be designed to be accessible to vans. 1107.1.6 Location of parking. Accessible parking spaces shall be located on the shortest possible accessible route of travel to an accessible building entrance. In facilities with multiple accessible building entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Wherever practical, the accessible route of travel shall not cross lanes of vehicular traffic. Where crossing traffic lanes is necessary, the route of travel shall be designated and marked as a crosswalk IXCEPTION:In muPolevelpadoog structures, all accessible van parking spaces may be located on the same level. 1107.2 Design and Construction. 1107.2.1 General. When accessible parking spaces are required by this section, they shall be designed and constructed in accordance with this section ' 1107.2.2 Size. Parking spaces shall be not less than 96 inches (2440 mm) in width and shall have an adjacent access aisle not less than 60 inches (1525 mm) in width. Van accessible parking spaces shall have an adjacent access aisle not less than 95 inches (2440 mm) in width Where two adjacent spaces are provided, the access aisle may be shared between the two spaces Boundanes of access aisles shall be marked so that the aisles will not be used as parking space 11072.3 Vertical Clearance, Where accessible parking spaces are required for vans, the vertical clearance shall be not less than 114 inches (2895 mm) at the parking space and along at least one vehicle access route to such spaces from site entrances and exits. 1107.2.4 Slope. Accessible parking spaces and access aisles shalt be located on a surface with a slope not to exceed 1 vertical in 48 horizontal 1107.2.5 Surface. Parking spaces and access aisles shall be firm, stable, smooth and slip resistant 1107.3 Signs. Every parking space required by this section shall be identified by a sign, centered between 3 and 5 feet (915 mm and 1525 mm) above the parking surface, at the head of the parking space. The sign shall include the International Symbol 01 Access and the phrase "State Disabled Parking Permit Required". Van accessible parking spaces shall have an additional sign mounted below the International Symbol of Access identifying the spaces as "Van Accessible." EXCEPTION: Where all of the accessible parking spaces comply with the standards for van accessible parking spaces (See also Section 1 IDS 272) 1103.1.9 Other Parking Facilities. Principal use parking facilities which are not accessory to the use of any building or structure shalt provide accessible spaces in accordance with Table No. 11 -F. (cf Sec. 1103.2.4 for sign requirement for the Inter- national Symbol of Access at accessible parking spaces) 23 I I N �1 e V � ' W 6 �y s /vi WAS J 2 D 0 w o: a u y N•pLll� s V 6 � < f D STOCKDRAFTING FORM NO. 101 -5C Rd O� ; 5001E 1 La l al E%1C df � ` 17w& , rIhULL D1N��N�t�(�� f L/% :-A7rt0W 10 GdlSC1M'1 T i- I VAN ",V UHI< 4446F01 I v g %mo, 115), LEA C vv \ P V6 :' i I HENDRICKS 13 12 �Ii►fi��i¢'�ii �� I - iiii�♦ AID' ♦ � +♦ � SHOPPING CENTEg_ 385_239i 38�!5210 -O- r VICIN1 Y A &a N� NO ALE A PN, +f3 - 3 a ,- - ,iaz.. Parcel Required parking spaces per buildin Total Required parking spaces per parcel Existingparking spaces Parking deficit/surplus Tax 29 (Bldg. attached to FC - 26 26 25 6.1) _ Tax 36 31 44 +13 _ Existitt buildi =,n 10 Pro osedbuildin 21 '' Total 57 57 69 +12 The Applicant will be required to provide a parking agreement granting use of one or more ( parking spaces on Tax #30 (Owner: Castle Hill Assoc) for the benefit of Tax #29 (Owner: Castle Hill Assoc.) to make up the deficit of one space. Alternatively, the applicant could nj t�7W 5_ r GDMG,. SipE tNL`.L1G. potentially re- stripe the spaces, using compact spaces to the degree permitted, and may in that Ii- • > [� way fit 26 instead of 25 spaces on Tax #29. Since the applicant shows 69 existing spaces on both fax parcels, parking is adequate to serve both existing and proposed development on the applicant's property, so long as a joint parking agreement is in place to serve the two parcels owned by the applicant. The parking agreement »rust be provided as part of the parkingplan submitted with a building permit application. O NOTICE: Plans are approved excepting any errors or omissions. All work must �1LLt�Arl �ukVC -q FOZ E-:�)OST ,,wTdu9,S pass inspection In able codes antdr t regu/ation all a Contact the Building Department �i at 379 3248 pC10r to ma°kv d p anges -WAL � VIP tD Ll?Nk L= ,4P�fi — 7"1�' - ��q x - P or revisions to the app ian� AL.L -ow eT) gGD &, APEA 4}(_,Qad?(slrte) `t (5K ts7;) + -1 q9 z� (NOV) _ ! ? 3,1v, 4�5FACS5 12EQV195P, i CTVA1.., = �5FACF--> r Y, )ILL t4G:.zr (A'rLF. �(1?t- •i,.C`( r2.U�1:a11'l� ��� E =�Iw �,�F3�dL'�L: PERMIT" =0 3 -10 9 s� REGISTERED ARCKUT r ROGER E. LARSON Must Comply With WA State ReTEOFWASRINGTON 'Fir Barrier -Free Facilities Or Design. Per St. -Wide Amendment To UBC - "Ch 1 t Accessibility" REVISIONS BY p- lQ G G Dt' �-GVGe �•Bp0a� N z�,� , ju l 0 h DATE SCALEA� DRAWNpp �'i JOB OF SHEETS 0 a V w f 2 N `z 0 w s u 0 u i a 0 - -- L9 G9 NO I , ,� ,; >= Xf�lfitJC� IVY (qp) I�kLI p�r.�gis�a� t�i'✓a°E��1� �t�atl,P>;P -L�II) � ,�. � EA, T1��G•�(a 1 S OCKDRAFTING FORM NO 1 DI -50 l I 1� f i 1... 1 I ! -jI �i] -ril! N� J55, W 1 41t lf s 1 4 1 I � i `9 ll O 1iI 6 d1 N'C5 ) 1 a I oee� tic - LF�V'FII.k"`� �ti� I;,s��¢•�r,7 � I- oc-t,moht oF- �TOfM U�f:t l� �h'Afi}T o U�inj �- pfAG - - Vf1"t. t� j' IL'J i ,i F1A+l sa'P` r �' IG ;y. y5, Pivy t i i 7 i r Pa-1 I �N ELFUAI?MJ`� ! ' V 1 � I 1 � Y X11 ^DIY+f may] I t 1, wu, 1. �1 vi I �I j`I iS7 - 1 1 F ii, I_ 4 N o ¢ µ f REVISIONS I D I� aSy�r.` � Vi •+�+' jt di oD YC ry� �11 V' N� J55, W 1 41t lf s 1 4 1 I � i `9 ll O 1iI 6 d1 N'C5 ) 1 a I oee� tic - LF�V'FII.k"`� �ti� I;,s��¢•�r,7 � I- oc-t,moht oF- �TOfM U�f:t l� �h'Afi}T o U�inj �- pfAG - - Vf1"t. t� j' IL'J i ,i F1A+l sa'P` r �' IG ;y. y5, Pivy t i i 7 i r Pa-1 I �N ELFUAI?MJ`� ! ' V 1 � I 1 � Y X11 ^DIY+f may] I t 1, wu, 1. �1 vi I �I j`I iS7 - 1 1 F ii, I_ 4 N o ¢ µ f REVISIONS I D a i aSy�r.` � Vi •+�+' jt di oD �Qv I all W� a rA a E-4 P � U [�] 0 Cc CVJ a� Aa cyy zt+ DATE SCALE DRAWN ,L. JOB SHEET Lai OF I SHEETS a i WATER HEATERS Union Electric Light Gas �I 24' min. walkway\ all around Solid Floor 30' mina in front of Min. 3W drain to. approved location Roof Line Type B Vent in attic — min. V -0' height ,,Shutoff Valve Hot Water Cold Water Union J Notes: 1. Attic ventilation is required. 2. Seismic braces are required on the tank when installed in seismic zones 3 and 4. See Sec. 511.0, Access and Working Space T &P Relief Valve Drain to exterior of building or other approved location Note: May not discharge into pan below water heater. Watertight pan per Sec. 510.7 24" rill Ili II I . . I if ry 6" min. Figure 5.9 Water Heater — Attic Installation CHAPTER 5 1 inch = 25 mm 1 foot = 305 mm 20' max. from attic opening to heater II 14° max.. ° Y ° otr door 30"x 30" min. Ladder (must be permanently fastened to the building) Chapter 5, Pg. 11 yVµ�1.GNAtP2 AWUIF- pl. N: pd� � I STOCKORAFTING FORM NO 101 -5E R ` — �_ W 11.1,. 9P, V-1 w/ Olt% 06AP 1 W1,l, f?,V" w 6C-IF k4 �D m _p ? - I lW I1A�h lwPai'.tJ - � I P'W , • � t, x ��r I rad uvaz yr Flx�ror iryp, iWITry (5E k' zTGOGCe rl LAN �{ GY truT oar VAUV15 PtJP I0(u l: hlTli.t<'r01t'1 - "jYPIL.AL �/aLl� TOILE'( �^' "CIM> ! %ti _._. 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I I F i�*P'dri Y xIi a (z T' [Pa/J ixlhlk I i I i L-- _a -_�.� 4 t , i 6oM PAG T I O W F a E z a N STOCKDRAFTING FORM NO 101.54 - - - -- 111, 04 J .....��me��r- �s..vasr....�. .�...+. �.... -..�. . i . '.... .� ..x... . .. .°� ..� .�v .. . ue +. .�.. -._.: ._ _ _..r +-:.., r.:...K.y.p - .vr.t.w. -.rte., r..+.r•_` c .::rn.::.3.. a.+r. rvu-:w 1 • ' 3 -" C '0�Y ..(.y- .z...t,.,."�� (- . -' -:i. .rr_.,,>_zv- �..���>a -.,•� �'.F�..r:.c, :t �..Tn.a —a :.,+.,....:,..,....�ri °.vx.n- ..w.,..°r rte... �rr..r�m. �r..,°.v .:FC v..e..w' .mr;�..--Y-- ��.�:z, -:,se .e- µ.e... �,. r µ - °..,w�T�s.�:+!t�.aSR,'ai,,. - - P / r r l'�; �,. �`i�;i rrr. -ut. � �� d � ..G. .e�it';:..�..'�.ie_�+ rr.� ice• riC��� �/�._�`.�i.�!,� �F ,� `, —, I ': . , ` — � � ,. I}I,' r��. +.rte.,,,. �F � .� � �'�`. .` 1 .:"tea '�: —`�_ '_', !Ge r • � v . ^I.. 1 lilCa �a.. �^,'rmTM. --�r:, P,rt°-�r�:,as��LLac �r'�KV�ri �i✓ �- g: .q i �i �.�,. I � '. � :.ter �rwl?r �!:f �r.St; r' {q ^ .� 'F. :. �r�,.�r�S r�- y-.y!t 4 •....�: :u� rZ�. r is �k - �4, � _, i i ;'r;g ¢ 'J�I�i.Riwsin�t� a���:1 Y`r ._ ..r . 'i� .. �v� �•• - e� .,. ,, -. yA V jj e:. r Ir ,f r � I/ I „11 -1 -1 1 P_ a 11 1_ —/7 S I Ill —nIl 'lj( -b I Ib!III tpt' N 1411 I -cli 161,x, It {Ko _i F,W] yam 7 — -- z6 1 FLYr*(KCv, • f gym• I_ 11��t �{•1 i htG- �L.�.� -- ---- -� _� -- -Y- -... -- -- - - _ � - ,Y� ,. .•:._= �IIaE'.(%I�[�,.-- �C1�111_ - - - -dam _�. 7m -- J{ Ei- Z Nc-* ['N Q-LGVAMOC fk� c-t�ivE) i Ilrt_�+t .rv,�J t•. a.. :�y-.:...Ai:++w.''e'Ye�.v'aR^x^ �:.r -nT - .- r,^re,,sa:G,n ,:;4- +:xcatil Y_a+.:.:..:::x: .,av, anrs...+M�.v -wLrw �w' - ...yi:}e�..t a At:^' r ^'•. s+v.. >s ,:.,=w,ri�.,.':+P'w^•Y; -wY „w::.�::;. ,..3: �.::vr^.r;,, +W�'.,oU.rG r.. r ;. -.;rY r�Sn�..:X aligm 4 .... � .F.xe t.�r �.-.�. � nu°- E_'v'- ..v..._� _ _ _,_.::.t.��.ev�'.'.:= t��Yri�E1�7 - .ae.x- ,�rw,v •v. rC:� _ ,....;�`e- T� �..���::1:, � :.zlv Y•. ..' "`'- ,_ " "�' .s� /\Illl \/ is �I � +_ � •� : i r� �� v�iKA elm I '._ '1`F I TY�i >-p� _. �° :Q.a+°n'� . .-.... J�:.�•....,�r.,...,.�.,i.'_"�_v � P� �.�R . i � ' ., r ecu,..i .1 ► G 1..0+, I �1y.1/1 �ryfl� �U OOO y�y WW `4yyl\ W Q A J,J Q U JCD W a N REVISIONS BY U.�9 4 Ns 1`FDYmF �•�w YV Ol STORM DRAINAGE connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain. I1101.13 All rainwater sumps serving "public use" occupancy buildings shall be provided with dual pumps arranged to function alternately in case of overload of mechanical failure. 1102.0 Materials 1102.1 Conductors 1102.1.1 Conductors installed aboveground in buildings shall be constructed of materials specified in Table 14-1. 1102.1.2 The inside of conductors installed above ground level shall be of seamless copper water tube, Type K, L or M- Schedule 40 copper pipe or Schedule 40 copper alloy pipe; Type DW V copper drainage tube; service weight cast iron soil pipe or hubless cast iron soil pipe; standard weight galvanized steel pipe; or Schedule 40 ABS or Schedule 40 PVC plastic pipe. 1102.2 Leaders 1102.2.1 Leaders shall be constructed of materials specified in Table 14 -1. 1102.2.2 Leaders shall be of seamless copper 1 water tube, Type K, L or M; Schedule 40 copper pipe; Schedule 40 copper alloy pipe; type DW V copper drainage tube; service weight cast iron soil pipe or hubless cast iron soil pipe; galvanized steel sheet metal or copper sheet metal; standard weight galvanized steel pipe; Class DL or XL lead pipe; or Schedule 40 ABS or Schedule 40 PVC plastic pipe. 1102.3 Underground Building Storm Drains. All underground building storm drains shall be constructed of materials specified in Table 14-1. 1101.12 — 1105.2 Exception: Traps shall not be required where roof drains, rain leaders and other inlets are at locations allowed under Section 906.0, Vent Terminals. 1103.2 Where Not Required. No trap shall be required for a leader(s) or conductor(s) which is connected to a sewer carrying storm water exclusively. 1103.3 Trap Size. Traps, when installed for individual conductors, shall be the same size as the horizontal drain to which they are connected. 1103.4 Method of Installation of Combined Sewer. Individual storm -water traps shall be installed on the storm -water drain branch serving each storm -water inlet, or a single trap shall be installed in the main storm drain just before its connection with the combined building sewer. Such traps shall be provided with an accessible cleanout on the outlet side of the trap. 1104.0 Leaders, Conductors, and Connections 1104.1 Improper Use. Leaders or conductors shall not be used as soil, waste, or vent pipes, nor shall soil, waste, or vent pipes be used as leaders or conductors. 1104.2 Protection of Leaders. Leaders installed along alleyways, driveways, or other locations where they may be exposed to damage shall be protected by metal guards, recessed into the wall, or constructed from ferrous pipe. 1104.3 Combining Storm with Sanitary Drainage. The sanitary and storm drainage system of a building shall be entirely separate, except where a combined sewer is used, in which case the building storm drain shall be connected in the same horizontal plane through single wye fittings to the combined building sewer at least ten (10) feet (3048 mm) downstream from any soil stack. 1102.4 Building Storm Sewers. Building storm ains 0 Roof D sewers shall be constructed of materials specified in 1105. _ r .:. , Table 14 -1. 1105.1 Material 1102.5 Subsoil Drains 1102.5.1 Subsoil drains shall be constructed of materials specified in Table 14 -1. 1102.5.2 Subsoil drains shall be open jointed or of perforated pipe, vitrified clay, plastic, cast iron, or porous concrete 1103.0 Traps on Storm Drains and Leaders 1103.1 Where Required. Leaders and storm drains, when connected to a combined sewer, shall be trapped. Floor and area drains connected to a storm drain shall be trapped. 1105.1.1 Roof drains shall be constructed of materials specified in Table 14-1. r� 1105.1.2 Roof drains shall be of cast iron, copper or copper alloy, lead or plastic. 1 1105.2 Dome or Strainer for General Use. All rodf f drains and overflow drains, except those draining %� hanging gutters, shall be equipped with strainers extending not less than four (4) inches (102 mm) above the surface of the roof immediately adjacent to the drain. Strainers shall have a minimum inlet area above the roof level of not less than one and one -half (1 -1/2) times the area of the conductor or leader to which the drain is connected. 87 0 TABLE 11 -1 (Metric) UNIFORM PLUMBING CODE Table ti -1 Maximum Allowable Horizontal Projected Roof Areas Size of Drain TABLE 11 -1 Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Square Meters at Various Rainfall Rates Leader or Pipe, Maximum Allowable Horizontal Projected Roof Areas Size of Drain, mm Lis 25mmlhr 50mm1lrr 75mm1hr 100mmlitr 125mm/hr Leader or Pipe, Flow, Square Feet at Various Rainfall Rates 202 101 67 51 40 Inches gpm i °/hr 2 "/hr 3 1hr 4 "/hr 5 "/hr 6 "/hr 2 23 2176 1088 725 544 435 363 3 67 6440 3220 2147 1610 1288 1073 4 144 13,840 6920 4613 3460 2768 2307 5 261 25,120 12,560 8373 6280 5024 4187 6 424 40,800 20,400 13,600 10,200 8160 6800 8 913 88,000 44,000 29,333 22,000 17,600 14,667 TABLE 11 -1 (Metric) Notes 1. The sizing data for vertical conductors, leaders, and drains is based on the pipes flowing 7/24 full. 2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mm/hour) column by the desired rainfall rate. 3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have at least the same cross - sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1. m Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Maximum Allowable Horizontal Projected Roof Areas Size of Drain Square Meters at Various Rainfall Rates Leader or Pipe, Flow, mm Lis 25mmlhr 50mm1lrr 75mm1hr 100mmlitr 125mm/hr 150mm/hr 50 1.5 202 101 67 51 40 34 75 42 600 300 200 150 120 100 100 9.1 1286 643 429 321 257 214 125 16.5 2334 1117 778 583 467 389 150 26.8 3790 1895 1263 948 758 632 200 57.6 8175 4088 2725 2044 1635 1363 Notes 1. The sizing data for vertical conductors, leaders, and drains is based on the pipes flowing 7/24 full. 2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mm/hour) column by the desired rainfall rate. 3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have at least the same cross - sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1. m W a z a S OCKDRAFTING FORM NO 101 -54 �i 0' �I F i V I S,• � e I I 1 Nis) N . TO (=1111 (= L�C71L'l� E `Y T�tJANT +f' pl�Ir1L Z w °r'T>sfJ /.IJT �— ✓q "-- II —olc -- - - - --- �'�i`fc3M. ra (= Tf'•(7�•.r��' -x ;� t�ATi" 13- }�ni.L.t5.�f�:71<1 -`� - ��..�tJ�'1✓�}D�0 IJ --NNE � ��'KIT F�rxTUt��' - W(7w- - MaD WDW F9XEU _tXF i I F1X�v ; r x�e I 1 Pty 5 x I � °�' iii N =__•_ - - _ �l _� -__ -_ -- __ - --'- -- I I pI�aPL f Cl)INil:d BY-rr�OANT Zx &G-* c(Q" 0,G LVOIIt �evip�,r— oaTN -�fge',7 W/ IN-1 )L.A'•JiOtl �il•PY�•�.�f7B�' tc' VAu1F A FN-I f-,mm l 0 1!�X r>=kla:- G F=ADE II size of roof drains should be installed in ara et walls. The overflow system should - - -- a - -- - - - -- - -- ,,. 1 14 e5�6•Frrr -� TR 1 V .`A,AI1:U 3 A(TU2E j�2r�l "G,�, k�PA�ING 1C�AI'LGaN ��, �.. viL� ?`t, •kill'.. ;�$i "�r If n �''�,•.', I',. 5P-CT( ON E5, -a V4 if I , t i8'fCl3' 1 ---- � ?1A it LAI IV-01; If ON 1._x4 9 I6 fI ole , , n A ; A1IPIJALT- HIN6,L6SS L� ON . ViJl kyvjo1 BO_©s& i i Fz jIY / jz a =o' �Al7T ,1`lJ c' T.l o I " t,� 1 NA001 , A9 1 \� I �` GN I /i! X14 W0. P> i f 77 Ij G-L�r �It4i -1 _ - 1 „ --r-1Y, . C —ti-1, WALL: aA1 /d'tDl.Af,1r.5(P1P(7 STZ "f 1� 5m REGISTERED j ARCHITECT I ROGER E. (ARSON STATE OF WASHINGTON REVISIONS BY W ty. ar 0 ILI .o...,eD � �. 71 O y ' W L y... •G w ✓^ " ra, s the � s the have i T 0 C D4wt T w m PQ DATE SCALE %% DRAWN JOB SHEET 4 OF 5 SHEETS 1 IL t,UINUKC 1 6 rUJUK SAIL DETAIL I I Qt I LE /GONGRNTN TR,45 NOT TO SCALE I., A4 } LATERAL , SRACING SHALL CONSIST OF FOUR 12 GA. WIRES SECURED TO MAIN RUNNER WITHIN 2" OF THE GRID INTERSECTION & SPACED 90° FROM EA. @ AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING - TYP_. a J2' —n" nr 2. QTArnTi.il- A01111 I� .1 I oil" ry MAX. FROM WALLS - ANCHOR WIRES I' TO ROOF STRUCTURE VERTICAL BRACING SHALL CONSIST OF A 1/2" PIA. E.M.T. COMPRESSION STRUT FASTENED TO CEILING GRID & ROOF STRUCTURE AIL ,12 GA. VERTICAL HANGI @ 48" O.C. - ATTACH TO TRAPEZE @ OBSTRUCTIONS (USE BACK TO BACK COLD ROLLED MTL. CHANNEL! FOR SPANS GREATER THAN 48" 12 GA. HORIZONTAL SEISMIC RESTRAINTS SPLAYED 90 FROM EE OTFER vv YS Tin wAO WITHIN 48" OF WALLS I/2" DIA. E.M.T. COMPRESSION STRUT - DO NOT EXCEED I : 6 OUT OF PLUMB RUNNER 12 GA. SPLAYED WIRE BRACING PERPENDICULA TO EA. RUNNER & 8" MAX. FROM EA. END 06 BREAK RUNNER SUSP. Co1'P. GLO. BRACING N SEISMIC AREAS ONLY NOT TO SCA =MKDRAFTING FORM NO. 101.54 61w1 z -Z -O °. LL- n St M' �ZOC F PLAN If�PI Mli_pr 4 v F Al x If ,5ffv\, 4er 44 I- I rl% 0 P1 L L l If o rz to I 5723 REGISTERED REGI Ix ST T CT FICH FAIMECT ER E. LARSON STATE OF WASHINGTON l,"In'T" , WkTCH 6gip T-0 Tg-ose�" 15;0' vJ j - --- -- ----- 7 �ZO V) LAV�l 1 Wr--1 X z REVISIONS BY . It ls.elt t2 t Js 3 Mroic'm vs 19 T- • 0 Q IL w IZ IL Zl :Z41 DATE SCALE DRAWN JOB SHEET OF 5 SHEETS ��►�uvit Lo JUL V „ 2003 s W a z N J 0 `a v z n O i r "I R i W"S Ivy- (YJEDIFF-fk) - - - �0g-TN - - - PL N_ _ 57'MKDRAFTING FORM NO. 101 -5E - �i 5 0� �i 1 i da 'i 1 7 Nil r -- -� 1 Til -LMAN Ep16th1t:ER�AI6 J1jtAu1tKje6 Utz L-or -LION vF STOR•M WPTef-1 I. ' 10 i Gr6 WAUZ FAIN T .� k 1 ri GdM�AGT �331 ptALrr� -tail '= t4- J FAK. -d m (lP Na 6 v PAC -�L3 �`t't%tt �G. Jt�IAI. "ate: P Poop= 55- &f` ll 0- `l: 4 4. NN M 1 ivy (Tb kPlAiij . P.RttAc -€ f f M A�'. I uDT�: i 0'N ELEUATI4Ny 4. )KIN. 441-0'4 Amx, Jzt t fa/ve c REVISIONS Y 0�- ZO , 0t3 QV ~ ~ C �¢_ L s a 3 0 o' wW` O 441-0'4 Amx, Jzt t fa/ve c REVISIONS Y wW` O �.O O I� I' Lr �i f VS q� a� imp mp A� w �x DATE t SCALE DRAWN JOS SHEET OF I "SHEETS N O m U W L 8 I 0 5 I �r AG e "J •a I � � I I b, i ,F 4+ t I } d I MIPS 441" PC lit,, i ' i 1 ' v � �� '351•, +RR "< �.e,� .i yP f T 'T if 1' a � � F •�{fi 4 ,• 1 x 4 N v u - J A� .t r � E I ,l X14 lei it r.A 4 AM a 04 A� ♦ 6, , rwv fs r�,.t4pd+3 +4p; pVt�A+ &I -�4'�a A�5`'!i 5, Tull- i'I�O�o • ^ y � _s 4 r 'Mf ti�a ��� _ 7 w.w ww Parcel BY 1tfguared TetaiRefcined EV=0 #gparking 9 4 I , a spates AfffciNsurAs sraees.per per portel A. 0,0=1 "1'ar29 l attache-1 26 26 25 (-1) o� �3 a� -. Qa,3t GG 39 .,. 31 44 +13 kaaaidlin • 18 ," . ,r , �. • b� ;w - � 57 69 '" , +I' p �i . W qq a� ... Ou W2 r MIPS 441" PC lit,, i ' i 1 ' v � �� '351•, +RR "< �.e,� .i yP f T 'T if 1' a � � F •�{fi 4 ,• 1 x 4 N v u - J A� .t r � E I ,l X14 lei it r.A 4 AM a 04 A� ♦ 6, , rwv fs r�,.t4pd+3 +4p; pVt�A+ &I -�4'�a A�5`'!i 5, Tull- i'I�O�o • ^ y � _s 4 r 'Mf ti�a ��� _ 7 w.w ww Parcel BY 1tfguared TetaiRefcined EV=0 #gparking Pi rking- I porAing parking spaces spates AfffciNsurAs sraees.per per portel A. 0,0=1 "1'ar29 l attache-1 26 26 25 (-1) o� �3 a� -. Qa,3t GG 39 .,. 31 44 +13 kaaaidlin • 18 ," . ,r , �. • b� ;w 57' 57 69 '" , +I' I i i i _ xdA! be reg+ai ed to provide a parkrp� agreeaaettl' gr� par*sg On on Tax Out, �O www. tik EatFtlelikkGt.lst>oa)� e bomot of M M tattle �lstoG) to aTaJx the ducat of a llte tier ill ':III sp T _ tub I . == VdI P:1 re a e 04°_ ,;using C"W act spaces to oe mileree ,anal iK•tsiat A4w C-?I ll 11F-fr� ' L 1 12 d+ I WWIJW 'monad aJ 25 spares ew.Tox 9 3'rirce the sb~ . 000 tSaw , parkift is tati to serve "a g awd�d aw Am mope , so ion as ir)Pint parking Weea ow is & plats y S9PW MW mod' Elie kcant, Th parking agree�t ntsw be pro"Wed as part' pef Awt pl�ru II di _ NOi�; T�I,t.1M�t SUIZVEs"4t Fdz s)(.1s , �jTJ,Uft- ry ZCS uj LUR CC c W O W �t Jul r- : !'' 1W' 44 'x* ' Wim • �.._,� • v.. ^ E l _ ,-� tr,"'rrr 111 1L i- :.✓ \ 5 kf TY V • ypF•�./ '1 1 f Y7 ,a'w,/{el _ 'r p�/��(��pC1� REMSTEREb j/ ARCHWT. Koo { A"iM - - - •• t jt __r Mme^ ROGER E. U1R$f:N. STATE OF WASHINGTON 3TOCKDRAFTING FO NI NO. 101.54 5 ' 1 REVISIONS BY I A. 0,0=1 o� �3 a� -. Qa,3t GG .,. o,R 1 I Y A r y i • b� ;w �i . W qq a� ... Ou W2 r DATE SCALE DRAWN JOB SHEET i OF SHEETS S kB'52'15' W lk PVC CB -1 mv�Rr 182.5 w_ t 0 S 8'52'15' 00 I I NSE 5'Ox 30' LENGTH D 1 i�l 11111 (SEE PCROSS�SECTIO E J K �r MMAM NEW AVEML"' K/\, L 880 � PLUG EX. OUTFALL AND REDIRECT TO NEW CATCH BASIN EXISTING BUILDING mis- EL fA N i I f f f ( f c� , f f f ► f �0 f i f f f f _ f f I f f I ^ f f II f 7 a f 0 f f EI f f ` f f D CB -h W r 178.0 X60 f f a f ( f o w f ; alp a crf f Ll w f U f Q ��_ w f ,,1a f I a f I u- 33' 33' t I E. f f f z U�9 B KDRAFTJNG FORM NO- 101 -54 IONS Te_f1 ;W. 4-11 -,.;- I U0 it I I AY 0 r 7 11 To r-Loo M k — I womili � VVIWL LAY6_10T Tmroog 1A4 P. Aq AAA -7 1_0 n PY ooke � ow-mg o I 611,0A - W11111 L A 7 um, WIN (4eW gpkanV Ilk" IN gr awl' Uits Q� M a W3 (D U. 12 m I 'I Y*.# /-Off ,oil Z7'-U +' za 64A ok JOE r-T 1$v TYr. [7" 41 A eom Avg$' Ct c phi 4wip" 6T1 p _'I'v P1 IL J. \7 00"m 040 To L J��UN DATto.N PLAN- �&IMPACT '-' w uc,�, L wuj OR Ecc 2 ;Cm cn �t a Cl) uj� w C) 0 Uits Q� M a W3 (D U. 12 m I 'I Y*.# /-Off ,oil Z7'-U +' za 64A ok JOE r-T 1$v TYr. [7" 41 A eom Avg$' Ct c phi 4wip" 6T1 p _'I'v P1 IL J. \7 00"m 040 To L J��UN DATto.N PLAN- �&IMPACT '. 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