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18-105358-1- 10535 TR■M�Ri�C property group September 26, 2018 Scott Morris The Inland Group 120 W. Cataldo Ave., Suite 100 Spokane, WA 99201 RE: Storm System Relocation To whom it may concern: Please be advised that Trimark Federal Way Hospitality, LLC and Trimark XVII, LLC, are the tenants -in -common owners of the Clarion Hotel (soon -to -be La Quinta Inn & Suites) property in Federal Way (parcel #092104-9291-01). I am the Managing Member of both of the ownership LLC and, by way of my signature below, am agreeing on behalf of the ownership group to allowing Affinity at Federal Way, LLC to relocate our storm water retention system to the landscaped area on the south border of our property, subject to the following conditions to be documented by separate agreement acceptable to Trimark: 1) the work shall be done at Affinity's sole cost and expense; and 2) Affinity shall agree to replace any landscaping disturbed and restore our property as close as practical to the condition it was in prior to the work. Please let me know if you have any questions, concerns or comments. Thank you. Sincerely, Trimark Property Group, LLC Al Jiwani President RECEIVED Nov 13 2018 Cry OF FEDF- At. WAY OOMMUNTY LEVEL❑PMENT 420 ELLINGSON ROAD SUITE 200 PACIFIC, WA 98047 T: 253.833.7863 F: 253.876.7510 c: 206.786.0619 E: AL U@TRIMARKPROPERTYGROUP.COM r��(o3ga `VT AM G Recording Requested by and After Recording Return To: Altaf Jiwani 420 Ellingson Road, Suite 200 Pacific, WA 98047 - 5 3160630000706,001 q 01 0630000706 FIRST AMERICAN Lid 78,00 PAGE-001 OF 006 KING COUNTY12UA3 E2806144 08/30/2016 11:59 KING COUNTY, WA TAX $159.315,00 SALE $8,9501000.00 PAGE-001 OF 001 STATUTORY WARRANTY DEED Grantor: Bum Corp., a Washington corporation Grantee: Trimark Federal Way Hospitality, LLC, a Washington limited liability company, and Trimark XVH, LLC, a Washington limited liability company, as tenants in common Abbreviated Legal Lot 1, King County SP No. 286028, Rec. 8701060715 Description: Full Legal Description is attached hereto as Exhibit A SITUATE IN KING COUNTY, WASHINGTON Assessor's Tax Parcel ID#: 092104-9291-01 For the consideration of Ten and no/100 Dollars and IRC Section 1031 Exchange, and other good and valuable consideration, Bum Corp., a Washington corporation, ("Grantor'), does hereby convey and warrant to Trimark Federal Way Hospitality, LLC, a Washington limited liability company and Trimark XVII, LLC, a Washington limited liability company, as tenants in common ("Grantee") the real property situate in King County, Washington, legally described above. Subject to Exhibit B, as per attached. [Remainder of page intentionally left blank; signatures follow.] RECEIVED NOV 13 2018 /+nC,iSl�i i OF�FEf])ErR.AL� v� AY I7� WM.'JuiNI I I JL r�iV �i�:Cigl 20160630000706.002 DATED: Skr"— Z-Y .2016. GRANTOR: Bum Corp., a Washington corporation By: Name: Sung Uk Jo Title: President/Secretary RECEIVED NOV 13 2018 CITY OF FEDERA WAY COMMUNfTY DEVELOPMENT 1P 20160630000706.003 STATE OF WASHINGTON ss. COUNTY OF KING I certify that I know or have satisfactory evidence that Sung Uk Jo is the persons who appeared before me, and said person acknowledged that said persons signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the President and Secretary of Bum Corp., a Washington corporation, to be the free and voluntary act of such entity for the uses and purposes mentioned in the instrument. Dated this 13 day of D. BENJAMIN LEE STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 11-15-17 r. a 2016. (Signature of Notary) `! - lam (Legibly Print or Stamp Name of Notary) Notary public in and for the state of Washington, residing at C a ..- a. L .s %--- My appointment expires it— I )-- 177 RECEIVED NOV 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 20160630000706.004 EXHIBIT A LEGAL DESCRIPTION: PARCEL A: LOT 1, KING COUNTY SHORT PLAT NO. 286028, ACCORDING TO THE SHORT PLAT RECORDED JANUARY 6, 1987 UNDER RECORDING NO.8701060715, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER TRACT "X", AS DELINEATED ON KING COUNTY SHORT PLAT NO.286028, ACCORDING TO THE SHORT PLAT RECORDED JANUARY 6, 1987 UNDER RECORDING NO.8701060715, IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WITHIN THE ABOVE DESCRIBED PARCEL A RECEIVED NOV 13 2018 CIiV OF FEDERAL WAY COMMUNITY DEVI-LOPMENT 20160630000706 005 EXHIBIT B EXCEPTIONS TO TITLE 1, Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Northern Pacific Railroad Company Recorded: Undisclosed Recording Information: 285817 2. Easement and the terms and conditions thereof: In Favor of: The State of Washington Condemned in King County Superior Court Cause No.: 822978 Purpose: construction and maintaining highway slopes in excavation and/or embankment Area affected: As described therein 3. The terms and provisions contained in the document entitled "Agreement" recorded February 7, 1979 as Recording No. 7902070844 of Official Records. Certain terms of said agreement are satisfied, as reflected by instrument recorded February 9, 1983 under Recording No. 8302090784. 4. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Short Plat Nos. 778060 and 286028 recorded February 22, 1979 and January 6, 1987 under Recording Nos. 7902220625 and 8701060715, in King County, Washington. 5. Easement, Including terms and provisions contained therein: Recording Information: April 8, 1983 under Recording No. 8304080459 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: An underground electric transmission and/or distribution system Affects: As described therein 6. The terms and provisions contained in the document entitled "Agreement" recorded July 15, 1983 as Recording No. 8307150861 of Official Records. 7. Easement, including terms and provisions contained therein: Recording Information: November 6, 1986 under Recording No. 8611061263 In Favor of: Federal Way Water & Sewer District For: Water mains, with necessary appurtenances Affects: As described therein 8. The terms and provisions contained in the document entitled "Agreement" recorded February 7, 1989 as Recording No. 8902070799 of Official Records. 9. Easement, including terms and provisions contained therein: Recording Information: November 24, 2004 under Recording No. 20041124002079 In Favor of: Woodstone Credit Union, a Washington corporation For: Parking passenger vehicles Affects: As described therein NOV 13 20113 crry OFFEDERAL 'E PMENT CdN�MUNiT`l 20160630000706.006 EXHIBIT B CONTINUED 10. Easement, including terms and provisions contained therein: Recording Information: November 24, 2004 under Recording No. 20041124002080 In Favor of: Woodstone Credit Union, a Washington corporation For: Signs Affects: As described therein 11. Lease made by Bum Corp., a Washington corporation, lessor, to Wireless Capital Partners, LLC, a Delaware limited liability company, lessee, for a term expiring March 21, 2011, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated February 13, 2008, and recorded February 29, 2008 as document no. 20080229000876. Said lease, among other things provides for an option to renew for a period of 5 additional term of 5 years each. 12. Lease made by Piramco Federal Way Inc., a Washington corporation, lessor, to New Cingular Wireless PCS, LLC, a Delaware limited liability company, d/b/a Cingular Wireless, lessee, for a term of 5 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated March 22, 2005, and recorded May 2, 2008 as document no. 20080502001558. Said lease, among other things provides for an option to renew for a period of 5 additional terms of 5 year each. Nov 13 2018 �MM vELGeiiENT 4 2 C R e d C .. 3. N. 114 F. This space reserved recorder's use 8 0535 SHORT PLAT NO _._778060 KING COUNTY, WASHINGTON APPROVAL Department of Planning and Community Development Building end Land Development Division Examined and approved this 12 day of 19;77 lWRa9ar, 8yilding R Land Development Divlaidn Department of Public Works /p/�/ Examined and approved this �t I day of _r//•�r�_ N Y 9_.f 11 I . 191V Dirrrcor Department of Assessments Examined and approved this v day of {� F.uilding B Land Development Ass 450 KC Administration Bldg Seattle, Frashington 98104 Depety Assessor ff Filed for record at the request of: ANDREW C. CRATSENBERG Nam LEGAL DESCRIPTION -TOTAL PARCEL: That portion of the Southwest quarter of the Southwest quarter of Section °': iw.in ship ?1 North, Range 4 F.ast, W.M., in King County, Washington, lying No rth.of a line described as follows: Beginning at a paint 50.00 feet East and 50.00 feet North of the Southwest corner of Section 9, Townshig 21 North, Range d £aat, W-N, in Icing County, Washington; Chance N 0 10118" E along the Bast boundary Of Paclflu HISl,wa,y 3:,uth to a paint 025.10 feat 9c=th and•49.15 rset East of said Southwest aarn&r.rnd the true point of beginning of this described line; thence S 89 19,09" E to the East line of sold Southwest quarter of the Southwest quarter"of.said _Section 9 and the terminus -of this described line. ! EXCEPT therefrom the 'lest eo2.00-feet-of the Scuthwout quarter of the southwesn t quarter of -said Section 9;. EXCEPT portion, if any, .lying within the 5au th 25 acres of the Southwest -quarter, of the Southwest quarter of said Section 9; ANfr. EY,OBIsT that portion thereof •conveyed to King County for 20th Avenue South by deed recorded under Auditor's File No. 7801400908- SUBJGCT TO mi re ra'_ and-. co0.1 res. 5Fi,14?71 and 2g58I7 8nd 5614374. SUB,FCT TO an electrical easement under Auditor's'File #6232757. LOT 491: - - ammenc,tng at s pnlnt 825,LO reet North and d9.P5.feet East oi;the Sacithw,est center of Sect -ion 9. Township .2.1 North'. Range a East, W.N. .King Cau'tty, 91arhington; Sala pr.tn' *Ins On thi+ Fist:margin Line Of P61Cific highway South; thence_ S a9a19109" H a distance of 802 feet', more or'less, to a point'.Iying on' --the East line of tFie West 802.00 feet of " FI!■ in Yrull dl4 FEB 22 lQ oa o of �frf� RECDRDED Kc RECORDS n RECEIVE® NOV 13 2018 CrrY OF FEDERAL WAY COMM9UN[TY DEVELOPMENT the Southwest quarter of the Southwes - t,:quarter of said Section 9; said M-4 being -the nj -thp tEue. point of "be ginhi na . of, thiz descripVl on; P_ I .. . - _ .. - - thence continuing -09"P E a distance c _f6et, more. or. 8 89 19J�f 5'05 less th�.'East_ -.line .,D �0 a point on the @_ . Southwest quarter of, the S�6u thwe S quarter ok� Secition -9: ghenoei North'along said Eastlihe i 'distance tryof thence N 89 W a distance of 565.'feei, e, Moror less; to a 'po:rnt oniiiii or. the .West- 802.00 feel;- thence South Al'ong 'said Eastlinie"'a-distance of 162.50 k6et'to the true point of beginning. -EXCEPT that portion thereof conveyed to king County for; 20th Avenue -South recbrded'under Auditor's File No. 7801200908. TOGETHER WITH AND SUBJECT TO an easement for ingress, egress,and utilities over, under and- across. th,e, following d.esurlbed parcel:.' Commencing at. av�podnt 125.10 feet North and 49.75. 'feet East of the SCUthWOS V CGrne r of Section 9, Townqip.- 2 1 - North, Range 4 East, W. M. , Kind Cqu , y,'W"h1ngton;:thenee S 89 19!09" E a distance of 802.feet,. nt U') more or 1�,as, to a point lying'on the East line of the West 80P.-00- feet CM of the So�ithwe6t quarter of. the Sauthwes L, quar LV r Ur Sal d, sou Li Oj L 91. 0 thence North along said Egst%line pt distance of 147.50 feet to the true point of beginning; 'thence S 89 .19109" E a distanceof 425 feet, CM more or. 1pss, to the point of tangency -curve haying a radius of .nc y of a -cur 25.00 feet; thence along said curve to the right -to the point of- tangency on the'We;st margin line of 120th Avenue South; thence North along said West margin iine a distance of 80. feet, more or less, to. the p6inL of tarigen6y pf a curve' haiking-a 25.00 rootliadiui; thence Southwesterly alorig- said curvS to apo1nt: Of tangengy falling on a line having a bearing of N 89 thence N 89 19'09" W along said line 8� distance of 425 feet, more. or less;to a point on'said . t�ast lin4 of-the'14est sc)?_-jo fept. thence South along -said tast. line aldis6not of.30.06 feet .-to the true rpoint: of•beginning. LOT #2.-, The Southwest quarter of the Southwest quarter, of 'Section 9,.Todnship-21 North, Ftsiig61 'East, _WA� Xing Vlashi.nEta'n: -LESS.. the ;West 8.02. 00 -?set thereOf. LESS that portion,thereof conveyed to Ring Coxinty for 20th Avenue South un er LESS that p.0rition" lying South of a line described as follovis* -Beginning at. a -point .825-10 feet North and 49.75 feet East of the Southwest corrnnpr of Section 9, Township 21 North, Flange 4 East, W-.K., King Cou.WiLshington, said poin8 lying on -the East margtn•llne of I A, Pacific Highway §quth, thence 5 819- 1916911 E a distaiice-of-802 feet, more oi, .�'ezz, to,pt point on the Vest linecif the Eas - t 505.00 feet of the Southwest' thwest quarter of the Sokithwest quarter of said Section 9;. then" North al-o'ns said West line -a- distance of 182,50 Pet to the true point of beginning at this described zine; thence S 89. 19'09.11 E a diStan6e of 505 feet'less,more or less, to 4 ppint on the tas:t line of the Southwest quarter flV the Southwest quarter of said S a c t ibn 9. and' the terminus of tine deccribed line.. TOGETHER WITH ANT) SUBJECT TO an easement for ingress, egress and utilities over, under and apross the fqklowing described parcel: Commencing4:-poirit 825.16 fe:61; North and -49.15 feet East of the, 'So,�� uthwcc orncr of Scotian`9, _'iIowiiqip' 211 North., Rango 4.Eaot, W.M., kin . g CduHty,.Wash1n 48 '-o n thence S 85 19- ' 109 i a distance. -of -802 feet, to a V.i y ng n . the Ed Line o f' t h e West _ 86 fee t More 0� less, n - t I 1 0 e aptr. I _' quarter, -of �' or .the S0`UtfL;W 4r ' of the Sou'diwest ;quartei� said Section q.-f N.A . . thence, Or7.h I iie V$ line a distance of 1471.:56 feet to the true ....... . . . . . . . - f Z A distance. of 495-feet point r, be -ginning.,,: tbftTJ6e ., more iI 'r�t - of 6 curve ' having a -radius o�f 25.00 feat; or lct;_ q. �-to th� 0ol - of tangency �he�ric'Lii- aliong said curve to the right to- the -point of tangency an the West inavgln I-11PO Of 20th Avenue South�-, _ihence North along said West margin line. L 8. distance - of. as re. e't P More o the point oiltangency of a curve 'sh4OPjt 024t ____p RR - -,' gloom EIVED j FEB t-22-1979 NOV 13 ?018 CITY 01F FLIM- COM �,j U f� ITY DU E _0 +=? he.Vii'ig a..i25.C10 root V6AdtUki tYPhce.. 8alit.bv;ARterly along said Cur O aogaiat of tangaicy fal iiig ;oii a' line $iaving ;a bearing of ' W; thehee R 89 19'09" W aioiig "said Ahe a distance 425 feet, mare or laUS4 to poiht on Lhe Bald East line of .the Vest 862.00 feet; %Wd&—e South Loh Sam East l�.iie a ail tadbe -30:60 feet to the Ektle poi'it of teglhhli'ig. `O CV i' N i .�., •.i.,�xy jSF !�. 1 Short Plat _N.o:.17 QBD Page of 4 V 13 2018 OfTY OF 7-7,—^-!,_ WAY COMMUNITY a✓EYELOPMENT , i I PEWPOK 'GF WIA of y 1.�15 OF W- R, -VA Rt11 H _ .i L IIIT rxG.TH iJAIG 5w'!a ; SW V4 'S?;L , � A! H, Me. 4 f-, W.H. rT• I 0 4.0' BaUTIFICXIOIJ 61VIP AID — 3 v m 4,0 •-ttl Z di' ir76 • 'may' — — ---- F w -- I oil tr � LOT 1- ._ 'Vp1 BOz ' Y trC&fH: G► 1120 'i1.IV. Al 'I., Rt,E, 4 E., r i nw, ed6 0�6 tb 2G$F+7FJ5IFIulwl. 1 I m 1NpfLWE HGIUTWcI G4 DMPNISE ��I x ' ve do —� 5W 6mj5Q :�CC..4, PF�4Ji TCV10E -0 YE�IPf1 iTV S hN• AI U., 26E.4E•, W.H. co J IQ lmy1 � PLO. _ Aws CPT-�aAZta g ued F ,rl7c. F t1 ,44- AI( Sc, Map on File In Vault 1W k This short plat was red me A or under my diree n co .o ants with the requi, .ent of pr date Direction: state and tau t all s•uiiiance. - -� CAVyf Date gt csIe: I°`Cb' - Certificate No: .i n D goo 2vo' -{ 77 SS�UIIAL�L#�O FHB 2219791AM I RECEIVED NOV 13 2018 CrrY OF FEDErtAL WAY C )MMUNITY DEVELOPMENT COVENANTS, CONDITIONS, AND RESTRICTIONS RUNNING WITH THE LAND: - Tract(s) _ , designated upon -the plat as a private road and thoroug are, is described in the King County Comprehen- I sive plan as a "local access streeL or road" and in accordance with the standards therein, may be required for future County street, road, or - thoroughfare. N 1. The owner, his grantees and assigns, hereby agree 0 N to dedicate Tract(s) x to King County } - `�•= CV for right-of-way And strew purposes, at such time O as said Tract(s) 7( is/are needed for those purposes. _ea conveying Tract(s) V to King County shall be execute y the a own e Fr, is grantees and assigns, and shall be deli- . 13 vered to King County upon demand. J 2. The owner, his grantees and assigns, hereby agree(s) to participate in, and/or not oppose or protest, the formation of a County Road Improvement District (CRID) pursuant to RCW 36,88 or any Road Improvement project T" sanctioned by King County which is designed to improve -Tract(s) and the immediate street system of w�i$oh {mart, Timing of the formation of said CHID or other road improvement project shall be determined by King County, The street improvement authorized by the CRID or other road improvement project shall call for the improvement of Tract(s)_ and its immediate street system to at least the minimum King COkMTy road standards applicable to the CHID or other road project is formed; provided that, in situations where, there is a multiple ownership of properties par- ticipating in the formation of the CHID, or other road improvement project, if a majority of the property owners want a higher standard, i.e., curbs, gutters, underground drainage, etc., that standard shall j prevail. QM Short Plat Number 7780Ca1:;, Page Of i t ' RECEIVED NOV 13 2018 CFTy C= rECr-RA! WAY ()0MMi. M i Y CEVF-LOPMENi rKno LARATION: w all men by these presents that we, the undersigned, owner(s) in fee simple (and contract purchaser(e)lof the land herein described do hereby make a'short subdivision thereof pursuant to RCW 58.17.060 and declare,trt, this short plat to be the graphic representation of same, and that saiti ,i1 short subdivision is made with the free consent and in accordance, with the desire of the owner(s). In witness whereof we have set our hands andUDealsENTIAL IrSUNAL SAVINGS BANK Afooldent (. Name Nwae is Executive Vice President t Name Name Beneficiary under Deed of Trust f rl C N STATE OF WASHINGfON•j - '.. CM CV County of ) C On this day appeared - l+ yy�pers�onaZly a ared before � to ma knptm to be the In di vi dual e0im yribad in and who eAccuted Lha a.Slhin—Arid focagving Instrument, and acknowledged fiha ,aigned the same am eay fxen and voluntary act and deed, for the uses and purpoqYur therain mentioned. - GIVEN under my hand and official seal this ,gL•�day of �,19� I A I W Yy it Notary Public in and for the S al Wasbangten, Y residing at sed STATE OF WASHINGTON, County, On tMs 22nd day of Aag,W+ , 1978 ,before me, the undersigned, a Notary Fubfic in and for the State of Washipoan. duly mmmissioned and mom, perwnally app=cd - S. Josef Selak and D. K. McClure to in. kwwp to be the Ptrgaeot and mac. vice � tes�e d-ly, of l u�1 9 rest an Ihr rmpani oa Igis! -c�mt%ed [tieai p k mot, and ukrmwlcd td the said loatnment to be the free and voluntary ass, deed at aaW mrpuatlon, for the uses And purptacr rhenin mentioned, xnd on wth -ward the tiAy -were aL�hor"ed to execute lire Wd fnatumeat and that the smtl nduted (if any) is the mrpente real of said Cnrpoartlon. Wanes my hind and offrcW scat brute affixed thm day and y.ar fin=/above `written. Nwmy Mh, M m,d for rbe Stare a f Warbingtoa, •..,. a u............,..n . .•re..nw ildindR Seattle r •_ - Short Pint !;umaer 7780Ld 6A i 9, i47q i pages% ofL RECEIVE® NOV 13 ?018 CITY OF FEDIERAL WAY COMMUNITY DEVELOPMENT 18` 1a5358 Uand Group Comprehensive Multifamily Construction & Development Services Stormwater relocation authorization, Attached you will find 6 documents to show the authorization for relocating the existing storm system serving the parcel to our north from our parcel to theirs. 1.) ALTA survey defining the limits of recording 778060. 2.) Recording 778060 that shows a 30' ingress, egress, U utility easement to the benefit of lots 1 & 2. This is the legal creation of a right for lot 1 or lot 2 to use the 30' easement for utilities. We believe the 2 documents above should be sufficient for your approval. If you need more, please find: 3.) Title search by Chicago Title showing ownership of Trimark Federal Way. 4.) Warranty Deed for the same parcel showing Trimark Federal Way. 5.) Wa Scecretary of State search showing registered agent of Trimark Federal Way as Al Jiwani. 6.) Letter from Trimark Federal Way Al Jiwani allowing relocation of the stormwater system. Please feel free to contact me should you have any questions. Sincerely, Robert Ketner Development Manager Inland Group 509-321-3204 robertk@inlandconstruction.com RECEIVED 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 ■ Tel: 509.891.5162 m Fax: 509.922.2251 NOV 13 2018 www.InIandConstruction.com CITY OFF DFRAL-WAY COMMUNITY �EVELOPMEP t 9/26/2018 geoAdvantage by Sentry Dynamics - King, WA1 1 0 5 3 5 8 King County Parcel Information CHICAGO TITLE OF WASHINGTON *(n@. www userh%agovUe,com Parcel: 0921049291 Owner Information Owner: Trimark Federal Way -sVti 420 Ellingson Rd Ste 200 = $� Pacific WA 98047 Parcel Information TRS-Qtr21 N04E09 - SW Address: 31611 Pete Von Reichbauer Way . S - Federal Way WA 98003 - 5426 Parcel Size:2.12 Acres (92,461 SgFt) _ -- Present Use: Hotel/Motel Tax Details School District: Federal Way Current Zoning: Federal Way -CC - City Center Tax Year: 2018 Core Tax Area: FEDERAL WAY Census Tract/Block: 030006 - 2013 Levy:1205 - 13.9373 Map Grid: 745-64 Property Tax: $126,865.37 % Complete:100.00% Tax Status: Property Type: Commercial Legal Plat/Subdiv.: LOT 1 KCSP 286026 REC NO 8701060715 SD SP DAF -LOT 2 Plat VOI./Page: OF KCSP 778060 REC NO 7902220625 BEING A POR OF SW Lot: 1/4 OF SW 1/4 SEC 09-21-04 Block: Unit: Views: Recreation: Assessment Values Improvement: $7,210,100.00 Land: $1,664,200.00 Total: $8,874,300.00 Commercial Improvements Bldg #/# Bldgs: 1 / 1 # Stories: 3.0 Taxable Improvement: $7,210,100.00 Taxable Land: $1,664,200.00 Taxable Total: $8,874,300.00 Year Built/Eff: 1983 / 1995 Shape: Rect or Slight Irreg % Complete: 100 Construction: WOOD FRAME Heating System: WARMED AND Bldg Qity: AVERAGE COOLED AIR Use: HOTEL, FULL SERVICE (841) Utilities Water System: WATER DISTRICT Sewer System: PUBLIC Street Surface: PAVED Access: PUBLIC http://clients.sentrydynamics.nettgeo/walking?layout=&min=False Bldg Description: CLARION - FEDERAL WAY Bldg Gross/Net 65,629 / 65,629 SgFt: Elevators: Y Sprinklers: Y Top° 2h!CEIVED Nov 13 2018 CITY C- PED7 RAL WAY C0W,MUlvlll' Q11IELOPMENf 1/6 9/26/2018 geoAdvantage by Sentry Dynamics - King, WA Transfer Information Loan Date: 12/13/2016 Loan Amt: $6,692,000.00 Doc Num: 2016121312130 Doc Type: Trust Deed- 0 Deed of Trust Loan Type: Variable Finance Type: Lender: WFB NA Rec. Date 6/30/2016 Sale Price: $8,950,000.00 Doc Num: 0000000706 Doc Type: Other Owner: TRI MARK FEDERAL WAY Grantor: BUM CORP Orig. Loan $6,692,000.00 Title Co: FIRST AMERICAN TITLE & ESCROW Amt: Finance Type: Variable Loan Type: Lender: WELLS FARGO BKfFX Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or completeness of information contained in this report. http://clients.sentrydynamics.neVgeo/wa/king?layout=&min=False RECE'VEC) NOV 18 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 2/6 9/26/2018 i kgv geoAdvantage by Sentry Dynamics - King, WA SW 09-21-04 • i _.:----- ZA EVERGREEN PLAZA RU P.UD � I http://ctients.sentrydynamiGs. neVgeo/wa/king?layout=&min=False RECEIVED NOV 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 3/6 Y 9/26/2018 geoAdvantage by Sentry Dynamics - King, WA 0 CHICAG© TITLE OF WASHINGTON 1MW.Userhicagotitie cont hftp://clients.sentrydynamics.net/geo/Wa/king?layout=&min=False Parcel ID: 0921049291 Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or completeness of information contained in this report. RECEIVED NOV 13 2018 Cr Y OF FEDERAL WAY CoNjj; Uta i Y DEVELOPMENT 4/6 • 9/26/2018 geoAdvantage by Sentry Dynamics - King, WA a 2w5.37 i 3C4670 SF 7.Oa AC 26059 372 SI E 404.s14 90111 7.1$.71 S 316th S- CH CAGO TITLE OF WASH N % w.uechicaqoWa,calm http://cl lents.sentrydynamics. neVgeo/wa/ki ng?layout=&min=Fa Ise � x 1 ; r 30 Ke I •-. I I 092104 c� 0w G � C W o EI i W ra r ' c n v c0 I a a' W yi I 9i I ecp• „t I r i 49 , Cs.? C3 Parcel ID:0921049291 Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or completeness of information contained in this report. RECEIVED NOV 13 goI8 CITY r) 5/6 9/26/2018 geoAdvantage by Sentry Dynamics - King, WA Parcel ID: 0921049291 CHICAGO TITLE Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as OF WASH] NGTON to the accuracy or completeness of information contained in this WWW'usechMaga 0e.c= report. http://clients.sentrydynamics. net/geo/wa/ki ng?layout=&min=Fa Ise RECEIVED NOV 13 2018 C" OF FEDERAL WAY COMA AUdr'STY r)EVELOPMENT 6/6 RESUBMITTED 'TJ JAN 2 3 201� Traditions at Federal Way ON& CITY OF FEDERAL WAY... COMMUNITY DEVELOPMENT 1 Attachment 0 o -� 01a — Parking Demand Study co r'�J transpogroup -- WHAT TRANSPORTATION CAN BE. MEMORANDUM Date: January 21, 2019 TG: 1.18079.00 To: Sarady Long, City of Federal Way From: Michael Swenson, PE, PTOE cc: Robert Ketner, Inland Construction Subject: Traditions at Federal Way — Parking Demand Analysis This memorandum summarizes the results of a parking analysis conducted for the proposed senior housing project located in Federal Way. This analysis uses historical information collected for attached, income qualified, senior housing developments as well as updated information collected the week of November 26, 2018 at two sites in Federal Way to validate the data previously compiled. As noted by City staff in email correspondence, ITE has a limited number of data points for attached senior housing products. In addition, there is no information presented for income qualified projects. As such, the use of local data to support the current proposed parking supply is appropriate. The proposed project consists of 200 senior housing residential units. There is no medical supervision provided in the project and the residents operate with a high acuity. A total of 218 parking stalls are provide (1.09 stalls/unit). Parking fees will be established for on -site parking. These fees will be set based on market demand considering the overall supply and demand for the site. Following lease -up, up to 4 employees are expected on the site at any one time and will be provided parking in the facility. No local transportation shuttles or program will be offered for residences. Spill over is not expected based on the data collected and summarized in this report. Off -site, on - street parking, is limited in the area. The lack of available on -street parking in the area would further support and encourage lower auto ownership rates for the residences. Parking Demand Rates Peak parking demand rates for sites included in a previous affordable attached senior housing parking demand study conducted by Parametrix,' is included as Attachment A. The data is also summarized in Table 1. Data was collected throughout western Washington in May 2006. Subsequently, Transpo collected data at two additional sites in March 2010. This additional data is also included in Table 1 with detailed data provided in Attachment B. As shown in Table 1, based on all the data collected, the weighted average of the peak parking demand rate is 0.45 vehicles per apartment unit with the highest individual demand observed at 0.55 vehicles per unit. Memorandum — Parking Demand Analysis for Proposed Affordable Senior Housing at 1210 N 152nd Street (Parametrix, 12/22/2006) 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 1 425.821.3665 1 transpocro p.com Table 1. Affordable Senior Housing Peak Parking Demand & Rates Site Peak Demand Units Peak Demand Rate Parametrix Study' Meeker Court Apartments (Kent, WA) 62 130 0.48 Green River Court Apartments (Kent, WA) 57 130 0.44 Park Court Apartments (Kent, WA) 72 130 0.55 Meridian Court Apartments (Federal Way, WA) 105 200 0.53 Willamette Court Apartments (Federal Way, WA) 50 100 0.50 Conservatory Place Apartments I (Tacoma, WA) 14 40 0.35 Conservatory Place Apartments II (Tacoma, WA) 17 51 0.33 Auburn Court Apartments (Tacoma, WA) 140 296 0.47 Boardwalk Apartments (Olympia, WA) 122 284 0.43 Woodrose Apartments (Bellingham, WA) 108 197 0.55 Courtland Place (Seattle, WA) 42 208 0.20 Ballinger Court Apartments (Edmonds, WA) 43 94 _ 0.46 Iran_ s Holly Village (Everett, WA) 81 149 0.54 Vintage at Everett (Everett, WA) 106 259 0.41 Weighted Average of All Demand Rates 0.45 1. Data from the Parametrix study was compiled in May 2006. Average apartment occupancy rate of 97-percent. 2. Current data was collected in March 2010 and is an average of 2-days. Average apartment occupancy rate of 94-percent. To validate the information summarized in Table 1, additional parking demand counts were conducted at the Meridian Court and Willamette Court projects in January 2019. The data from these counts are attached. Both of these projects are located in Federal Way. Data at these two locations were collected on two weekday and one weekend evening at both 8:00 PM and 9:00 PM. • Meridian Court — This site had an observed peak demand of 81 for both the weekday and weekend evening with a rate of 0.41 stalls/unit • Willamette Court — This site had an observed peak demand of 38 for the weekend and 37 for the weekday evening with a rate of 0.38 stalls/unit and 0.37 stalls/unit for the weekend and weekday respectively. Conclusion The proposed project provides a parking ratio of 1.09 stalls/unit. Given the historical data shown in Table 1 and the new information collected in January, the current parking ratio is anticipated to accommodate the peak demand. F2 Willamette Court and Meridian Court PM Parking Counts Wednesday November 28, 2018 Willamette Court Meridian Court Saturday January 5, 2019 8:00 PM Demand 33 80 9:00 PM Demand 34 81 8:00 PM Demand 9:00 PM Demand Willamette Court 37 38 Meridian Court 81 78 Tuesday January 8, 2019 8:00 PM Demand 9:00 PM Demand Willamette Court 32 37 j Meridian Court 79 81 RESUBMITTED M JAN 2 3 2019 =. w Traditions at Federal Wa UNFND FEDERAL ° r 0 Attachment �0 01b — Storm Vault Structural Calculations �+ CO CA M=2MM D C I EnGIrl EERS E Seattle o Portland Spokane San Diego Austin Irvine -8 San Francisco Anchorage Los Angeles Supplemental Structural Calculations TRADITIONS AT FEDERAL WAY 31701 PETE VON REICHBAUER WAY S, FEDERAL WAY, WASHINGTON 98003 DCI Job Number 18041-0183 January 9, 2019 Prepared for: INLAND GROUP 707 W 2nd Avenue Spokane, WA 99201 Phone (509) 455-4448 S e r v i c e I n n o v a t i o n V a I u e Project No. Sheet No. MD0 Date r 7nGrneFmR- Project By Subject DETENTION TANK RETAINING WALL CALCULATION A � . • �lrt � eo� F 7•� ` u ys r r- r- I•r` 3 rp e, C4 r. C;) iG k I5� TRUCKLOAD Ld� L J CL - 77- 2•T II � Ll"?\; j ky i=t�f o=ri;y = 0,�f i NO` D C I EnCirsEes Project Project No. SUbjeCtDETENTION TANK RETAINING WALL CALCULATION Sheet No. Date SOIL LOAD TRUCKLOAD EL LOAD r S' b.5-(600y,2) = 3600 Inl1L WL QZ l�Ctf) .Q-t- X9 -007.c1-s � Z !� fl 3 .P � EL = �E� �� ,. - �• � z 46Cr); l.0 -fl.dN-,E t.oG = 1It. S �3. f•35— 4h Ct, e'l s _ Iy el LnFtr = e3-+ M DCl iGinE�As Project Project No. Sheet No. Date Subject DETENTION TANK RETAINING WALL CALCULATION i'OPC 7'L- .-I - 7 Use menu item Settings > Printing & Title Block Title Page: 1 to set these five lines of information Job # : Dsgnr: Date: 11 JAN 2019 for your program. Description.... DETENTION TANK RETAINING WALL CALCULATION This Wall in File: c:\users\erico\desktop\truck Ioad.RPX Retainer: (c) 7987-2016, Build 11.76.07.15 License : KW-08058348 Restrained RetainingWall Code: IBC 2015,ACI 318-14,AC1 530-13 License To: DCI ENGINEERS Criteria Retained Height 12.00 ft 'I Wall height above soil - 0.00 ft I Total Wall Height - 12.00 ft II Top Support Height - 12.00 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Load Factors Building Code IBC 2015,ACI 318-14,ACI 530-13 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Soil Data Allow Soil Bearing = 6,000.0 psf Equivalent Fluid Pressure Method At -rest Heel Pressure = 50.0 psf/ft Passive Pressure - 250.0 psf/ft Soil Density = 110.00 pcf FootingIlSoil Frictior = 0.400 Soil height to ignore for passive pressure 12.00 in Surcharge Loads Surcharge Over Heel = 0.0 psf >>>Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Use menu item Settings > Printing & Title Block Title Page : 2 to set these five lines of information Job # : Dsgnr: Date: 11 JAN 2019 for your program. Description... DETENTION TANK RETAINING WALL CALCULATION This Wall in File: Ouserslericoldesktopltruck Ioad.RPX RetainPro(c)1987-2016, Build 11.16.07.15 License : fCW-06U58348 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,AC1 530-13 License License To: DCI ENGINEERS Uniform Lateral Load Applied to Stem Lateral Load _ 250.0 #/ft ...Height to Top - 12.00 ft ...Height to Bottom - 0.00 ft Load Type = Live Load (L) (Strength Level) Wind on Exposed Stem = 0.0 psf Adjacent Footing Load Adjacent Footing Load - 0.0 Ibs Footing Width - 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist - 0.00 ft Footing Type Line Load Base Above/Below Soil = 0.0 ft at Back of Wall Poisson's Ratio = 0.300 Earth Pressure Seismic Load Kh Soil Density Multiplier = 0.080 g Added seismic per unit area = 73.9 psf Stem Weight Seismic Load Fp/ WpWeight Multiplier _ 0.000 g Added seismic per unit area = 0.0 psf Use menu item Settings > Printing & Title Block Title Page: 3 to set these five lines of information Job #: Dsgnr: Date: 11 JAN 2019 for your program. Description.... DETENTION TANK RETAINING WALL CALCULATION This Wall in File: c:\users\erico\desktop\truck Ioad.RPX n (c) 7987-2076, Build 1t.16.07.t5 LiceRestrained RetainingWall Code: IBC 2015,ACI 318-14,AC1 530-13 Licensee : KW-08058348 License To: DCI ENGINEERS Design Summary Total Bearing Load = 2,966 Ibs ...resultant ecc. = 16.47 in Soil Pressure @ Toe = 574 psf OK Soil Pressure @ Heel = 574 psf OK Allowable = 6,000 psf Soil Pressure Less Than Allowable Sliding Cates ACI Factored @ Toe = 0 psf Lateral Sliding Force = ACI Factored @ Heel = 1,960 psf Footing Shear @ Toe = 3.2 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 82.2 psi Reaction at Top = 3,138.9 Ibs Reaction at Bottom = 4,860.9 Ibs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Concrete Stem Construction Thickness = 14.00 in Wall Weight = 175.0 psf Stem is FREE to rotate at top of footing Fy = 60,000 psi fc = 3,000 psi Mmax Between @ Top Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK Design Height Above Fta = 12.00 ft 5.54 ft 0.00 ft Rebar Size = # 6 # 6 # 6 Rebar Spacing = 10.00 in 10.00 in 10.00 in Rebar Placed al = Edge Edge Edge Rebar Depth 'd' = 11.50 in 12.00 in 11.50 in Design Data fb/FB + fa/Fa = 0.000 0.651 0.000 Mu .... Actual = 0.0 ft-# 17,750.4ft-# 0.0ft-# Mn * Phi..... Allowable = 26,090.4 ft-# 27,278.4 ft-# 26,090.4ft-# Shear Force @ this height = 4,972.9 Ibs 6,873.6 Ibs Shear..... Actual = 36.04 psi 49.81 psi Shear..... Allowable = 82.16 psi 82.16 psi Other Acceptable Sizes & Spacings: Toe: # 7 @ 18.00 in -or- Not req'd: Mu < phi*5*lambda*sgrt(fc)*Sm Heel:# 6 @ 16.00 in -or- Not req'd: Mu < phi*5*lambda*sgrt(fc)*Sm Key: No key defined -or- No key defined 4,860.9 Ibs Use menu item settings > Printing & Title Block Title Page: 4 to set these five lines of information Job # : Dsgnr: Date: 11 JAN 2019 for your program. Description.... DETENTION TANK RETAINING WALL CALCULATION This Wall in File: c:luserslericMdesktopltruck Ioad.RPX License - KW1987-201fi, Build 11.16.07.15 Restrained RetainingWall Code: IBC 2015,ACI 318-14,AC1 530-13 License : KW-USa58348 License To: DCI ENGINEERS Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) 0 in2/ft (4/3) * As : 0 in2/ft Min Stem T&S Reinf Area 4.032 in2 200bd/fy : 200(12)(11.5)/60000 : 0.46 in2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.336 in2/ft 0.0018bh : 0.0018(12)(14) : 0.3024 in2/ft Horizontal Reinforcing Options : One layer of: Two layers of: Required Area: 0.3024 in2/ft #4@ 7.14 in #4@ 14.29 in Provided Area: 0.528 in2/ft #5@ 11.07 in #5@ 22.14 in Maximum Area : 1.8695 in2/ft #6@ 15,71 in #6@ 31.43 in Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) . 0.3377 in2/ft (4/3) * As : 0.4502 in2/ft Min Stem T&S Reinf Area 2.170 in2 200bd/fy : 200(12)(12)/60000 : 0.48 in2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.336 in2/ft 0.0018bh : 0.0018(12)(14) : 0.3024 in2/ft Horizontal Reinforcing Options : One layer of: Two layers of Required Area. 0.4502 in2/ft #4@ 7.14 in #4@ 14.29 in Provided Area: 0.528 in2/ft #5@ 11.07 in #5@ 22.14 in Maximum Area . 1.9508 in2/ft #6@ 15.71 in #6@ 31.43 in Base Support As (based on applied moment) (413) * As : 200bd/fy : 200(12)(11.5)/60000 0.0018bh : 0.0018(12)(14) : Vertical Reinforcing Horizontal Reinforcing 0 in2/ft 0 in2/ft Min Stem T&S Reinf Area 1.862 in2 0.46 in2/ft Min Stem T&S Reinf Area per ft of stem Height: 0.336 in2/ft 0.3024 in2/ft Horizontal Reinforcing Options : One layer of: Two layers of Required Area: 0.3024 in2/ft #4@ 7.14 in #4@ 14.29 in Provided Area: 0.528 in2/ft #5@ 11.07 in #5@ 22.14 in Maximum Area: 1.8695 in2/ft #6@ 15,71 in #6@ 31.43 in Footing Strengths & Dimensions Toe Width = 4.00 ft Heel Width = 1.17 Total Footing Widtt - 5.17 Footing Thickness - 10.00 in Key Width 0.00 in Key Depth = 0.00 in Key Distance from Toe - 0.00 ft fc = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top = 2.00 in @ Btm.= 3.00 in Use menu item Settings > Printing 8r Title Block to set these five lines of information for your program. This Wall in File: c:\users\erico\desktop\truck Ioad.RPX Title Job # : Dsgnr: Description.... DETENTION TANK Page: 5 Date: 11 JAN 2019 RETAINING WALL CALCULATION RelainPro jc) 1987.2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,AC1 530-13 License: KW-06058348 License To. ❑CI ENGINEERS Footing Design Results Toe Heel Factored Pressure = 0 1,960 psf Mu': Upward = 1,347 0 ft-# Mu': Downward = 1,728 0 ft-# Mu: Design = -381 0 ft-# Actual 1-Way Shear = 3.22 0.00 psi Allow 1-Way Shear = 82.16 0.00 psi Min footing T&S reinf Area 1.12 in2 Min footing T&S reinf Area per fc 0.22 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 11.11 in #5@ 17.22 in #6@ 24.44 in Summary of Forces on Footing : Slab RESISTS sliding, stem is PINNED at footing Forces acting on footing soil pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel = Ibs ft ft-# Axial Dead Load on Stem = Ibs ft ft-# 220.0 Ibs 2.00 ft 440.0 ft-# Soil Over Toe = Adjacent Footing Load = Ibs ft ft-# Surcharge Over Toe = Ibs ft ft-# Stem Weight = 2,100.0 Ibs 4.58 ft 9.625.0 ft-# Soil Over Heel = Ibs 5.17 ft ft-# Footing Weight = 645.8 Ibs 2.58 ft 1,668.4 ft-# Total Vertical Force = 2,965.8 Ibs Moment = 11,733.4 ft-# Net Mom. at Stem/Ftg Interface = -4,071.7 ft-# Allow. Mom. @ Stem/Ftg Interface = 16,306.5 ft-# Allow. Mom. Exceeds Applied Mom.? Yes Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Wow •WS RESUBMITTED JAN 2 3 2019 Traditions at Federal Wa)�M oFEDERAL WAY Attachment 01c —Spill Prevention Plan M C Co 03 r 0 w 0 L" X Co CITY OF Federal Way Attachment B Solid Waste Enclosures: Required Spill Prevention Plan & List of Best (Management Practices In order to prevent waste and debris from contaminating surface water, Federal Way Revised Code 19.125.150(6)(d) requires a Spill Prevention Plan (SPP) to manage liquids that come from solid waste (trash) enclosures. All runoff must be treated prior to discharge to surface water. All wash water from trash enclosures must be disposed of via sanitary sewer. Trash enclosures with roofs must have a drain tied to sanitary sewer. Spill Prevention Plans should include the following information and Best Management Practices (BMP's). For sites with more than one trash enclosure, please number enclosures and summarize any differences in SPP information for each trash enclosure. 1. Location Information: Provide site address, business or occupant name(s), plus a basic site map showing the locations of trash enclosure(s), SPP-related features, and drain(s). Include all areas immediately surrounding the enclosure(s) and the pathway from enclosure(s) to building interior. Site Address: 31701 Pete Van Reichbauer Way Business/Occupant Name: Traditions at Federal Way, LLC. 2. Trash Enclosure Requirements: Please note the location and size of all trash enclosures on site. Please include a basic site map to show where enclosures, spill kits, and drains are located (see page 9). Enclosure 1: Level 1, room 126 (inside the building) Enclosure 2: Enclosure 3: Area/Size (square feet): 465 Area/Size (square feet): Area/Size (square feet): (Attach additional pages if necessary) Based on floor area of each enclosure, indicate the options that make up your Spill Prevention Plan: Smaller Enclosures 075 square feet or less in size All liquid run off from the trash enclosure area will: ❑ A. Flow through a dedicated oil water separator for this specific trash enclosure that will be maintained and regularly serviced and renewed according to manufacturers' specifications. Make and Model: Service Frequency: \\CFWFILE1\Department\PW\SWR\planning$regs\Code Update\Spill Prevention Plan 2017a.docx 063017 Trash Enclosure: Drainage Containment and Best Management Practices Page 2 ❑ Attach Manufacturer's Maintenance Requirements ❑ B. Flow through an oil water separator designated for other/additional impervious area on site (for example to manage run-off coming from drive -through lanes or other paved areas on site), which will be regularly serviced and renewed according to manufacturers' specifications. Make and Model: Service Frequency: ❑ Attach Manufacturer's Maintenance Requirements Additional measures: ❑ All wash water generated during pressure washing or general maintenance will be conveyed to sanitary sewer (for example by using a plastic catch basin insert and sump pump). ❑ List any additional procedures that apply to your specific SPP (also select BMP's below): Larger Enclosures more than 175 square feet in size ® Floor drainage will be provided that ties to sanitary sewer (please attach Certificate of Availability obtained from sewer utility). Grate covering floor drain will have drain guard/mesh to prevent all solids'/a" or larger from entering the sewer system. ® Roof over enclosure will prevent rainwater from entering the enclosure and this rainwater will require no treatment prior to discharge to surface water. ® All wash water from the enclosure will be directed to the sanitary drain. ❑ Catch basin filter insert will be installed with the capability to remove small particles, oil, grease, fuel and PAHs (in case failure of primary containment causes waste water to flow into surface water catchment system). ❑ List any additional procedures that apply to your specific SPP (also select BMP's below): 3. Why Identify Spill Prevention Plan Elements? Most "spills" from trash enclosures resemble two basic scenarios: A. Leaking dumpster or trash compactor, and runoff from wash water or rainfall B. A spill coming from material (such as waste oil) stored in or near the trash enclosure The situations in scenario "A" (leaking containers and managing runoff) are the foundation of your Spill Prevention Plan, and will be managed by using best management practices selected from the checklists that follow. However, your SPP will also focus on scenario "B" spills which require spill containment. Being prepared to contain typical spills at a trash enclosure will also help you manage "worst case" situations (such as spills of hazardous materials). Similar spill containment procedures apply in these situations, so by following your SPP you'll have the plans and tools to handle most spill containment situations. Trash Enclosure: Drainage Containment and Best Management Practices Page 3 Scenario A. Spill Prevention Plan & Best Management Practices: Please select from the following general maintenance procedures and best management practices that will make up your Spill Prevention Plan: ® The enclosure area (interior and exterior walls, floor and gate surfaces) will be pressure - washed as part of site maintenance, approximately every ?_ months. o All pressure -wash liquids will be diverted from surface water and instead discharged to sanitary sewer (describe how): room slopes to floor drain tied to sanitary sewer. ❑ Twice per year, maintenance staff will inspect all exterior trash receptacles and containers and note any leaks, holes or rust/potential leakage, then report any issues to the hauling service company to complete repairs. No exterior containers ® Logs of on -site inspections and maintenance will be maintained by (the party responsible for maintaining your SPP). maintenance staff Logs will be available for review during site inspections performed by the City. Examples of logs are in Forms I and II below. ® All solid waste (including trash, recyclable materials, compostable materials, moderate risk wastes, used cooking oil, etc.) littered or spilled within the enclosure area shall be promptly cleaned -up and disposed. This debris will not be conveyed to surface water structures (either by surface water run-off or by spraying wash water). IN Changes and updates to relevant contact information regarding your SPP implementation will be provided to the City within 14 days. 0 Twice per year, maintenance staff will inspect the trash enclosure and surrounding area periodically for cracked or damaged pavement or curbing that compromises the drainage containment design, allowing liquids from the enclosure to enter the surface water system. Necessary repairs will be completed as needed. ® Functional Spill Containment Kit will be maintained on site, along with periodic staff training for when and how to use this Kit. The Spill Kit should include absorbant pads, filter bags, filter socks, and plastic bags for disposal of soiled items. ❑ Briefly list any additional procedures that are part of your SPP: Fats, Oils and Grease Elements: No food service or commercial kitchen. Add options to your SPP from the following list if the enclosure will have grease or cooking oil collection containers (for example, at food service establishments) Trash Enclosure BMP's for FOG (Fats, Oils and Grease): Trash Enclosure: Drainage Containment and Best Management Practices Page 4 ❑ Position oil/grease collection and storage containers away from storm drain catch basins, to allow more time to discover and clean up any leaks or spills before they can reach the surface water system ❑ Close openings or cover the tops of outdoor grease and oil containers - do not allow rainwater into these containers to avoid potential for overflow ❑ Have grease and oil containers regularly emptied to avoid overflow conditions ❑ Use Secondary Containment (such as a Cooking Oil Filter Deck) ❑ In case of cooking oil or grease spills, use absorbant pads for clean-up and then dispose used pads in the trash ❑ List any additional procedures that apply to your specific SPP: Scenario B. Spill Containment and Reporting: The general spill response procedure at this facility is to stop the source of the spill, contain any spilled material and clean up the spill in a timely manner to prevent accidental injury or other damage. Small Spills: Small spills are generally able to be contained by using onsite spill kits and are less than 25 gallons. Small spills will be contained by site personnel if they are able to do so without risking injury. Spill kits are located at the location(s) shown on the attached site map. Large Spill: Large spills are generally larger than 25 gallons and may be immediately dangerous to human health and/or the environment. In the event of a large spill, properly trained employee(s) should: • Assess the area for any immediate dangers to health or safety (i.e. a wrecked car on fire). If any dangers are present, move away from the area, and call 911 to request help. • Notify the contacts listed below and then continue your spill response. • Retrieve the spill kit from the closest location. ■ Assess the size of the leak and any immediate threat of the spill reaching the floor/storm drains or permeable surfaces in the area. If there is an immediate threat and there are no safety concerns, then attempt to block the spill from coming in contact with the floor/storm drain or permeable surface. If no drain covers are available, then use an absorbant (cat litter) and/or sock booms or rags to stop the spill from getting into the drains or to any permeable surfaces. ■ If the spill can be contained with absorbant booms, deploy them around the spill. Use the booms to direct the spill away from any immediate hazards (i.e. a wrecked car). ■ If there is no immediate threat to the floor/storm drains or permeable surfaces, or after controlling the spill, try to plug or stop the leak, if possible. If applicable, put on protective gear (gloves, goggles, protective clothing, etc.) and plug the leak. Trash Enclosure: Drainage Containment and Best Management Practices Page 5 ■ Once the spill has been contained and any immediate threat to storm drains or permeable surfaces has been minimized, contact the spill cleanup contractor and dispatch them to clean up the spill or commence spill cleanup procedures. If the above procedures are insufficient, cleanup for spills should be handled by a qualified Spill Cleanup Contractor of your choosing: Company Name: certified cleaning services inc. Spill Reporting: Reporting is based on amount spilled and type of spill. 24-hour Phone: 253-343-5777 Small Spills only need to be reported if they enter storm drains or surface waterways, such as a stream or roadside ditch. First, contain the spill, then promptly contact the City of Federal Way at (253) 835-2700. Please give the following information: spill address, specific location of onsite spill source, what was spilled (and how much), plus cleanup measures completed. Small spills that are fully contained on your site and completely cleaned -up do not need to be reported, but should be noted in your site log. For a Large Spill, or if any amount of oil or hazardous substance or waste (as defined in FWRC 11.15.010) is released to soil, surface water, or storm drains, please notify the following agencies immediately: National Response Center (800) 424-8802 Washington Emergency Management Division (800) 645-7911 Washington State Department of Ecology (425) 649-7000 4. Spill Prevention Plan Management The primary contact or designee shall administer this plan and will be responsible for updating and including any required documentation. Training: All personnel expected to respond to any spill must be trained on the contents and procedures in this plan. Only trained persons should respond to a spill. If you are not trained and witness a spill, call or notify the primary and secondary contacts listed in this plan. Spill Tracking: Records of all spills must be maintained. If a large catastrophic spill occurs, attach additional pages to describe the event. Include known or possible causes, areas affected, and effectiveness of the cleanup. Include a review of the cleanup contractor and their procedures. For small spills, it is sufficient to note on your Inspection Log, plus take measures to prevent a repeat occurrence and replenish spill kit supplies. Facility Inspections: Incidental routine daily inspections do not need to be logged unless a spill or leak is detected. Full site inspections will be conducted periodically by the primary contact or designee and, at a minimum, will focus on elements contained in Form I — Inspection Items. If the inspection finds any items unacceptable, these inspection results will be recorded and attached to this plan. If all items are Trash Enclosure: Drainage Containment and Best Management Practices Page 6 deemed acceptable it is sufficient for the inspector to note only the inspection date and results on Form II — Inspection Log. 5. Site Contact information Include contact information for the person or representative responsible for maintaining the spill prevention plan. Any contact information changes should be provided to the City within 14 days at the address below. Please include site address information with your update. The signature below indicates authority to submit this Spill Prevention Plan to the City of Federal Way on behalf of the site, project, and business entity listed above. Signature: TBD - Staff not hired until facility is close to opening Date: Name (printed): Title: Address: Phone: Email: Additional/Secondary Contact: Name (printed): Robert Ketner Fax: Title: Address: 120 W. Cataldo, Suite 100, Spokane, WA 99201 Development Manager Phone: 9- 2 -3?4 Fax: 509-922 Email: robertk cr)inlandconstruction.com Please send Spill Prevention Plan (and future updates) to: City of Federal Way Public Works Attn: Surface Water Quality Coordinator 33325 8t" Ave South, Federal Way, WA 98003-6325 Fax: (253) 835-2709 Questions or requests for clarification will be sent the contact person indicated on your draft SPP. Spill Prevention Plan and related logs shall be maintained on -site to allow reference by maintenance personnel and inspectors. QUESTIONS? Please Contact: City of Federal Way Public Works Surface Water Quality Coordinator 33325 8th Ave South, Federal Way, WA 98003-6325 Phone: (253) 835-2759 Trash Enclosure: Drainage Containment and Best Management Practices Page 7 Form I - Inspection Items Date: Form Completed By: Acceptable Unacceptable 0 0 Lids and Labels? Have all lids and caps been returned to their proper place? Do all the containers still have labels? 0 0 Evidence of Spills? Is there any indication that a spill might have occurred? If so, was the spill properly cleaned up? Was there any spill kit materials used? Was the Spill Log filled out for that incident? Any housekeeping issues? 0 0 Spill Kit Complete? Have any items been used from the spill kit? If items are missing, is there an associated entry in the Spill Log? Are there any items missing that are currently on order? Is the spill kit stored where it is supposed to be stored? Is there a sufficient supply of daily cleanup materials? O 0 Storm Drains? Is there a buildup of sediment in the drain traps? Is there any evidence of drain clogging? Are the drain filters still intact? Any need replacing? Have they been replaced? O O Items Fixed? Have all deficiencies previously noted been fixed or made acceptable? List any issues, deficiencies, and resulting completed correction(s): Trash Enclosure: Drainage Containment and Best Management Practices Page 8 Form II - Inspection Log A = Acceptable U = Unacceptable If any items are unacceptable, complete Form I and list details. Inspection Inspector Evidence Spill Kit Storm Month Year Initials of Spills? Complete? Drains? Items Fixed? January February March April May June July August September October November uecemger January February Marcn April May June July August September 1 October November December Security Device Key IIIIA :Camera KF: Key Fob D: Door Alarm E: Exit Only T: Telephone Enlry Syslan AIR SEALING NOTES THIS PROJECT WILL BE TESTED FOR AIR TIGHTNESS - ALL TRADES MUST FOLLOW THESE PRACTICES TO ENSURE COMPLIANCE 1. AIR SEAL AROUND ALL PLUMBING & PIPING INSTALLED THROUGH WALLS, CEILINGS & FLOORS TO KEEP CONDITIONED AIR FROM LEAKING INTO UNCONDITIONED SPACE 2 AIR SEAL AROUND ALL WIRING INSTALLED THROUGH WALLS, CEILINGS & FLOORS TO KEEP CONDITIONED AIR FROM LEAKING INTO UNCONDITIONED SPACE. 3. PROVIDE PREFABRICATED, AIRTIGHT FLANGED ELECTRICAL BOXES WITH BUILT- IN GASKETS IN ALL CORRIDOR, PARTY & EXTERIOR WALLS. AIR SEAL FLANGE TO DRYWALL. 4. IF INSTALLING STANDARD ELECTRICAL BOXES, CAULK ALL OPENINGS IN THE BOX, INCLUDING AROUND WIRE PENETRATIONS, THEN SEAL THE FACE OF THE BOX TO THE DRYWALL WITH CAULK. 5. PROVIDE AIR SEALING AROUND THE BASE & AT ALL HOLES IN CEILING MOUNTED ELETRICAL BOXES & WIRING S AIR SEAL ROUGH OPENING AROUND DOORS & WINDOWS ON EXTERIOR WALLS WITH SPRAY FOAM 6, TOOL ALL SEALANT JOINTS TO REMOVE AIR POCKETS & ELIMINATE AIR LEAKS FROM CONDITIONED TO UNCONDITIONED SPACE, 7. AIR SEALL ALL ACCESS PANELS & ROOF HATCHES WITH GASKETING TO MINIMIZE AIR LEAKAGE FLOOR PLAN GENERAL NOTES 1. ALL DIMENSIONS AT EXTERIOR WALLS 10. SEE A440 FOR GYP. BOARD CONTROL 17. RECESSED FIXTURES IN WOOD FRAME 25 2-HR BUILDING SEPARATION FIREWALL ARE TAKEN TO EXTERIOR FACE OF JOINTS. STRUCTURE: SEE A860. SHALL BE CONTINUOUS FROM PODIUM MASONRY AT CONCRETE WALLS OR SLAB TO UNDERSIDE OF ROOF SHEATHING, EXTERIOR FACE OF SHEATHING AT FRAMED 11. ELECTRICAL APPURTENANCES TO BE 18. SHAFT WALL INTERSECTIONS WITH AND EXTEND TO INTERIOR FACE OF WALLS UNLESS NOTED OTHERWISE MOUNTED FROM I5"- 48"AFF, SEE A009, STANDARD WALLS SEE A860. EXTERIOR SHEATHING. IT SHALL BE STRUCTURALLY INDEPENDENT AND SHALL 2 ALL DIMENSIONS AT INTERIOR WALLS 12 ALL WINDOWS WITHIN 30"OF DOOR 19. AT ALL BEARING STUDS WITH PIPE HAVE NO OPENINGS OR PENETRATIONS ARE TAKEN TO THE CENTER OF STUD. SWING SHALL BE TEMPERED. PENETRATIONS. STRAP PLATES AS LOCATED WITHIN 4' N ADJACENT ROOF. NO DIMENSIONS OF FURRING WALLS ARE TO REQUIRED TO MAINTAIN STRUCTURAL PLUMBING OR ELECTRICAL SHALL BE RUN FACE OF WALL Is. CABINET PULLS @ ALL KITCHENS AND INTEGRITY OF WALL. IN THE 2-HR BUILDING SEPARATION WALL- BATHS- USE ADJACENT FURRING WALLS 3. UNLESS NOTED OTHERWISE, WALLS 20. SEE A640 FOR ROOF ACCESS DETAILS, WITHOUT DESIGNATION ARE TYPE 13A OR 14 SEE A500 FOR EXTERIOR ELEVATIONS, 26. GC SHALL COORDINATE PATH OF ROOF 13B. 21. ALL STEEL BEAMS AND COLUMNS MUST OVERFLOW DRAIN LEADERS SEE FLOOR 15. SEE A830 FOR INTERIOR WINDOW BE FIREPROOFED. SEE SHEET AS80. PLANS AND RCP'S FOR LOCATIONSOF 4. 'FS' AT INTERIOR DIMENSIONS DENOTES FRAME ELEVATION& OVERFLOW DRAIN LEADER& DIMENSIONS TO FACE OF STUD, -CS' TO 22 FURNITURE AND EQUIPMENT NLG CENTER OF STUD AND TOW' DENOTES 16. RE @ CORRIDORS SEE AB60 FOR FIRE 27, ROOF DRAIN LEADERS AND OVERFLOW FACE OF WALL EXTINGUISHER DETAILS. LOCATE F.E 150' 23. WHEN NOT OTHERWISE SHOWN IN AN DRAIN LEADERS SHALL BE INSULATED O.C. EACH FLOOR, MAX CABINETS MUST BE ELEVATION VIEW, SEE ENLARGED FLOOR FROM THE INTERIOR FACE OF THE 5. SEE SHEETS A010 & A011 FOR EXTERIOR RATED WHEN PENETRATING RATED WALL PLANS FOR TAGS DENOTING CABINETRY AT EXTERIOR SHEATHING AND ALONG THE AND INTERIOR WALL TYPES. ASSEMBLIES. KITCHEN ISLANDS FULL LENGTH OF THE LEADER 6, SEE SHEET A011 FOR FLOOR -CEILING & 24 CORRIDOR CEILINGS ARE TO BE ROOF -CEILING ASSEMBLIES. COVERED WITH GYPSUM BOARD PER 7. CORRIDOR WALLS ARE WALL TYPE C2B, FLOOR ASSEMBLY. ZX6'S, UNLESS NOTED OTHERWISE TYPE A UNIT LOCATION B- UNIT PARTY WALLS TO BE WALL TYPE Pl. UNLESS NOTED OTHERWISE 9. SEE A860 FOR FIRE BLOCKING @ PARTY WALL. SEE A860 FOR UNIT/ CORRIDOR FIRE BLOCKING trash compaction & container storage. Floor drain located in the center of room_ Dill containment aintenance 107 GARAGE PLAN GENERAL NOTES 1. ALL DIMENSIONS AT EXTERIOR 1. PglOVIDE ALLOWANCE FOR r201 ftOi.T_ DO" BOLLARDS N AIN7[rglH TQ WALLS ARE TAKEN TO EXTERIOR FACE BOLLARDSSHOV�141r OF MASONRY AT CMU WALLS OR CENTER OF STUD AT FRAMED WALLS. ANCHITEC7URAL0RAYrtNG6 UNLESS NOTED OTHERWISE. 9 MAINTAIN 98" MIN CLEAR HEAD 2 ALL DIMENSIONS AT INTERIOR WALLS HEIGHT FROM GARAGE DOOR TO H G ARE TAKEN TO THE CENTER OF STUD VAN ACCESSIBLE STALL AT FRAMED WALLS, AND FACE OF MASONRY AT CMU WALLS. UNLESS 10. GEODETIC ELEVATION 45295 FROM NOTED OTHERWISE CIVIL PLANS = 100'-0-IN ARCHITECTURAL PLANS 3. SEESHEETA010&A011 FOR EXTERIOR AND INTERIOR WALL TYPES 11. NUMBER ALL PARKING STALLS 50" AFF. 4. PROTECT ALL PLUMBING EQUIPMENT SEE PIPE SHIELD DETAILS ON A310. 12 LOCATE A TYPE FE2 FIRE EXTINGUISHER EVERY I OF GARAGE 5. 47 WHITE PAINT STRIPE TYPICAL AT MEASURED FROM END TO END OF ALL PARKING STALLS. 9-0-CL TO CL, GARAGE SPACE. PROVIDE A FIRE U,N.O EXTINGUISHER IN EACH ELEVATOR EQUIPMENT ROOM. 6. SEE SHEET AS80 FOR FIRE -CAULKING ASSEMBLIES AT PENETRATIONS, TRASH, 13 ALL FRAMED WALLASSEMBLIES ELEVATOR LOBBY, & STAIR FIRE CAULK MUST BE FRT WOOD AND MOISTURE DETAILS. FIRE CAULKING USED BY EACH RESISTANT GYP BD IN BUILDING 1 - SEE TRADE SHALL BE OF THE SAME SHEET A002 MANUFACTURER -GC TO COORDINATE 14 DRAIN TILE TO CONNECT TO STORM SEWER SYSTEM DIRECTLY. 7- SLOPE CONCRETE TO FLOOR DRAINS AS NOTED. 15. PAINT ALL COLUMNS AND PILASTERS IN THE PARKING AREA. SEE SHEET A70a J FC L M M 0 P Q R s T A457 i I s. . • 63-0' �i51'4r Babe . ewgl aY'4P Bend) Bach Beach V f { t l 1 \r' - .__ _ rRr4.r _ ierr ww PWer Plm.r r 4 _ +110BIKE �I� \ KWtl1�PrtloN O O D STALLS ® ® CEO]2R1 - _ I ' 1 - i4p 141 i4>! 14s -ru ,A6' 14e 147 14a tA9 � 1&1 188' 188 1% 165 796 1187 15B . 199 1B0 tat 1 I f I KFID - - ----- - - - '�' 3 3 7 3 - a a ! 1 3 1 a - a I� � _ l f/j d I � �L 1 G�� PlakleballC-1 �'I IA801 g R 3 1 I 1` 128 i f EID Starr i.ii�' I KF ( i J 1 A&2p .11b1 L-1 r� />t L - - - r, - - �' - _ - ■ - .". 1 - - - - - - -'� . ?551P 2u aj& •$1& 217 9 IB ,24' is 324• 6T4' 1EG f I{ j11J F1[1 Smoking Area j I �'� 194 1B7 192 I 191 tOD t>g I�a7� 1 185�6t 1�11Y 1e,S 160 1 lTA 1 sm � - J� 1i 1 I 1i I I f 1i 21 • : A501. [127aLI� i' \. -� 19 Guest Stalls. I, f _ KF MWENr.E A •f a ,� rR -121 R eaepU n 202 Ll9 !A° 19s VVW - 119 1r ' OPa* Garage E127 201 131 KF f o4 F henLllps 200 NJ A400j' 14! l ... AWlllPurpaM ❑ -Roan.-_ 117 - I Jp + �F_1 99 188 197Ia - I - LenB1 _, d9a� 100 � 1� I Nan l� ARC MalluvnanC4 �`� MMrnN GIF 1De 107] P - - ,� ,�IMr ,� l 2, �.1 , M 111 1 Fllrless Coaft 1 i_ 110 • Dann Room n _ _ EI Papa = 0 ,uMly�iraq • Y 4 XF&I El1&J E0 1 � F• I B@ °44 -0'MIp, PflFi84�EOAWNWWF9CE +xsa• . _ _ .- y .WIUBDINYARD f •, -17 I � A5 J011] Outdoor Plaza CONIC CURB STOP ) 17B I r -TYP Imo' ` ,os 1 A62T ( .5 I I 1 12A i+ 5BIKESTAl1S � 169 - -- - ' - 0.. C3- I'ted Gardens . z J 'r'ap= I IR. I 172 t71 � r A'N1GN PREFa mALt ANIA - INSTALLED IN YARD I M1 as wiison ar�hilRic! 1301 American Blvd. E. Suite 100 Bloomington, MN 55425 tel: (612) 87M000 fax: (612) 87M666 www.kaasWIsorLcom Structural: DCI Engineers 707 W 2nd Avenue Spokane, WA 99201 (509) 455-4448 Civil: ESM Consulting Engineers 33400 881 Ave S, Suite 205 Federal Way, WA 98003 (253) 838-6113 MEP: Emerald City Engineers, Inc 21705 Highway 99, Lynwood, WA 98036 (425)741-1200 Traditions at Federal Way 31701 Pete Von Reichbauer Way S, Federal Way, WA 98003 Inland Group Project Number 18033 Date Permit Set - 10.26.2018 Drawn By Author Checked By Checker 12526 }4 R35SST.EaT.29 AACBIT-CT 1 icF... �-J LINKS WILSON STATE or KASMUGDoN Level 1 - Overall Floor Plan As indicated A31 0 Traditions at Federal Way Attachment RESUBMITTED JAN 2 3 2019 CrrY OF FEDERAL WAY COMMUNITY DEVELOPMENT 0ld — Site Distance Exhibit v C Cr 1 0 cr 0 CA CM �s M 4 A PORTION OF THE SW 1/4 OF SEC 9, TWP. 21 N., REG 4 E., W.M. 390, PETE VON REICHBAUER WAY S 30+00 31+00 32+00 (L OF RIGHT-OF-WAY H M N I� I 465 4.25' 460 455 450 445 440 435 430 425 420 4,5 4,0 30+00 ELEVATIONS FROM AERIAL MAPPM n SCALE: 1 " = 40' 40 2❑ ❑ 40 9D CONTOUR INTERVAL =2' VERTICAL DATUM: BENCHMARK: WSDOT 3" BRASS DISC MARKED "SURVEY MONUMENT GP17005-113"WITH A PUBLISHED NAVD 88 ELEVATION OF 458.506 FEET. NGS VERTCON TOOL WAS USED TO ADJUST NGVD 29 ELEVATION OF 454,956 FEET. ON -SITE TEMPORARY BENCH MARK: CHISELED "X' ON SOUTH HEADBOLT OF FIRE HYDRANT. NGVD 29 ELEVATION = 455.83 FEET, ENTERING EYE LOCATION ® 14.5' BEHIND CURB 390, 34+00 r 1 S.W. Slfitn Sf. VICINITY MAP ,i 4.5' i SIGHT DISTANCE REQUIREMENT ,i d $ 1 ! j' 1; POSTED SPEED UMIT = 30 MPH DESIGN SPEED LIMIT = 35 MPH REQUIRED ENTERING SIGHT DISTANCE (E5D) = 390' CD 1 ; Z I PROPOSED l .r (PER TABLE 2-1 FROM KING COUNTY ROAD STANDARD 2016) r I • I BUILDING 11E j � `•111 ' p]I 465 I 455 450 y � . _ � Y ENTERING VEHICUj 440 435 430 425 TC E%. GRADE ® OF ROAD "`_�__.__�__---� 4.25 Ij TA,IT OF Fh"L0 WPPL4G ELEVATIONS FROM ASM MAPP24 j - )— 420 I415 410 31+00 32+00 33+00 34,00 35+00 36+00 37+00 36+00 39+00 PETE VON REICHBAUER WAY S 40 SCALE: - �=10 1. 0. REVISIONS- tii aren�vve�ferE[ 0 N Raw �r r 1y v a�w .. c ONp E z a ^N� ac J Pi E 2 i ae o 1d a = g E — 3 - 3 a3 wn oa' z 3 J Q rr W� j Q m 2 0 W x W M LL W U Q � Z H Z Q � J (n = z z V) 0 P 4 p3 Q � W 0 U spn ,Te-: 'ISM-WI-017 DWG. NAME: EN-O9 DESIGNED BY: PO MAW d — CHECKED BY: p4'Tr- Y1/71/:. L9 6ATC CW PRINT: EN-09 1 or 1 sHEErs Traditions at Federal Way Attachment RESUBMITTED JAN 2 3 2U19 Cr Y OF FEDERAL WAY COMMUNITY DEVELOPMENT 0le — Illumination Calculations t'W Excellence in Illumination Engineering Software since 19M Lighting w own g 4w e �wwwagI32-com eampbtr. coOOV412013 Ligh1g At,", W. Affinity at Federal Way Illumination 1.18079.00 Prepared By: RDM Reviewed By: BMK Date: 1/21/2019 Target Light Levels Analysis Roadway (S 316th Pl & Pete Von Reichbauer Way Minimum Average Light Level: 1.0 Fc Maximum Uniformity Ratio (Avg/Min): 3:1 ill AGi32 - Copyright 1999-2019 by Lighting Analysts, Inc. 1/21/2019 Job File: Affinity at Federal Way Illumination.AGI Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file. *: Ab Excellence in Illumination Engineering Software since 1984 µ♦don a pAnqarpnwaro =32 corn Sample bonier topVVd 2013 llat"An", Nt. Luminaire Definition(s) MARINA-CN12P1x-FGF-3M-68W-4K CN12Plx-FGF-3M-68W-4K Filename Lumens Per Lamp Number of Lamps Total Lamp Lumens Arrangement Lamp Lumens Arrangement Luminaire Lumens Luminaire Lumens Luminaire Efficiency (%) Total Light Loss Factor Luminaire Watts Arrangement Watts Arrangement Arm Length Offset Road Classification Upward Waste Light Ratio MARINA-CN12Plx-FGF-3M-68W-4K.ies N.A. 1 N.A. N.A. 5133 5133 N.A. 0.800 79 79 SINGLE 3 0 Type III, Short, N.A. (deprecated) 0.00 Luminaire Classification System (LCS) Lumens % Lamp % Luminaire LCS-FL 596.9 N.A. 11.6 LCS-FM 1651.8 N.A. 32.2 LCS-FH 884.7 N.A. 17.2 LCS-FVH 11.9 N.A. 0.2 LCS-BL 483.6 N.A. 9.4 LCS-BM 1004.7 N.A. 19.6 LCS-BH 488.5 N.A. 9.5 LCS-BVH 10.8 N.A. 0.2 LCS-UL 0.0 N.A. 0.0 LCS-UH 0.0 N.A. 0.0 Total 5132.9 N.A. 100.0 Indoor Classification LER B2-UO-G1 Direct 65 6 AGi32 - Copyright 1999-2019 by Lighting Analysts, Inc. 1/21/2019 Job File: Affinity at Federal Way Illumination.AGI Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file. Excellence in Illumination Engineering Software since 1994 Mts « aso r.�rarw_cr2c,-) sample boana eoPyAGN 2013 UaNhV An". Me, Calculation Summary Pete Von Reichbauer Way S Project: Project-1 Polygon Coordinates in Feet Point Spacing L-R 5 Point Spacing T-B 5 Grid Orient 0 Grid Tilt 0 Meter Type Horizontal Illuminance (Fc) Average 1.52 Maximum 4.0 Minimum 0.5 Avg/Min 3.04 Max/Min 8.00 141 G4.1. 101 Project: Project-1 Polygon Coordinates in Feet Point Spacing L-R 5 Point Spacing T-B 5 Grid Orient 0 Grid Tilt 0 Meter Type Horizontal Illuminance (Fc) Average 1.39 Maximum 4.1 Minimum 0.4 Avg/Min 3.48 Max/Min 10.25 K AGi32 - Copyright 1999-2019 by Lighting Analysts, Inc. 1/21/2019 Job File: Affinity at Federal Way Illumination.AGI Calculations based on published IES Methods and recommendations, values rounded for display purposes. Results derived from content of manufacturers photometric file. tra nspogroup Wi tAT `RANSPORTAT!ON CAN BE BREAKER SIZWG CALCULATIONS Project Name: Afinity at Federal Way Project Number; 11V79 Date: 1121)"1'=+ Prepared By: ROM Main Breaker Check SeMce• — 1 Available power_ 120 V LLF = 140% Gullet: 180 W quantity: 8 Total load: 23.1 A Luminaire: 66 W Quantity. $ 23.1SA is less than 100A (standard). 100A main breaker ok. Breaker Sizing CifrvitA Available break r. 20 A Service: 1 LLF = 140% 68�— x 1.4 = 6.3 A Luminaires 68 W Quantity: S 120V W Quantity: 6.35A is less than 20A. Meets available 20A breaker. Use 30A contactor. Breaker Sizing Circuit: 8 Available timaW 20 A Se� rvlraa: 1 LLF = 125% i8oW(8) x 1.25 = 15.0 A Outlet: 180 W Quantity: S 12DV W Quantity: 15A is less than 20A. Meets available 20A breaker. Use 30A contactor. transpogroup /r wn ,'; Trw;SPORTArQW C�Y4 BE. / LINE LOSS CALCUATIONS Project Name: Afinity at Federal Way Project Number: 18079 Date: 112112019 Prepared By: RDM Available Power (V) = 120 V Allowable Voltage Drop = 3°W Voltage drop (Vd) = 3.6 V Luminaire Properties 68 W Quantity: 8 Contingency Factor 1.2 (68W/120V) x 1.2 0.68 A Wire Properties Wire Type, Wire Size Coated Copper. 8 R = I 0.000809 ohms/ft Service: 1 Circuit: A RUN # of Loads Load Sum Load Distance Vd=2ALR Sum Vd 1 to 2 1 0.68 0.68 75 0.083 0.083 2 to 3 1 0.68 1.36 75 0.165 0.248 3 tp 4 1 0.68 2.04 70 0.231 0.479 4 to 5 1 0.68 2.72 65 0.286 0.765 5 to 6 1 0.68 3.40 65 0.358 1.122 6 to 7 1 0.68 4.08 65 0.429 1.551 7 to 8 1 0.68 4.76 65 0.501 2.052 8 to SVE 1 0.68 5.44 50 0.440 2.492 Total 2.492 If 2.49 V is less than 3.6 V, then Coated Copper, 8 can be used. If 2.49 V is greater than 3.6 V, then wire size should be increased. WIRE SIZE IS ADEQUATE. transpogrcl p zUr W14ATTRANSPORIMilKxC«'- BE, ME LINE LOSS CALCUATIONS Project Name: Afinity at Federal Way Project Number: 18079 Date: 112112019 Pre ared By: RDM Available Power (V) = 1 120 V Allowable Voltage Drop = 3% Voltage drop (Vd) = 3.6 V Outlet Properties 180 Utz Quantity. 6 Contingency Factor 1.2 (180W/120V) x 1.2 1.80 A Wire Properties Wire Type, Wire Size Coated Copper. d R = 0.000321 ohms/ft If 2.62 V is less than 3.6 V, then Coated Copper, 4 can be used. If 2.62 V is greater than 3.6 V, then wire size should be increased. WIRE SIZE IS ADEQUATE. transpogroup?r WHAT TRANSPORTATION CAN BE. 8REAISER SIZING CALCULAT{ONS Project Name: Afinity at Federal Way Project Number: 1i�079 Date: 1,�11Ga19 Prepared By: PM Main Breaker Check Servic�a_' 2 Available Power- 12b V LLF = 140%6 Outlet: 180 W Quantity: 2 Total load: 5.8 A Luminaire: 88 W Quantity: 2 5.79A is less than 100A (standard). 100A main breaker ok. Circult: A Available braa_ke_r. 20 A Breaker Siring Service: 1 LLF = 140% 68W(B) x 1.4 = 1.6 A Luminaire: 68 W QuantitT 2 120V W Quantity: 1.59A is less than 20A. Meets available 20A breaker. Use 30A contactor. Breaker Siring circuit S Available breaker: 20 A Service: 1 LLF = 125% 18OW[8] x 1.25 = 3.8 A Outlet: 180 W Quantity: 2 120V w Quantity: 3.76A is less than 20A. Meets available 20A breaker. Use 30A contactor. transpogroup E�7� WHAT TR.V MTETATION CA$;BE. LINE LOSS CALCUATIONS Project Name- Afinity at Federal Way Project Number: 18079 Date: 1/21/2019 Prepared By' ROM Available Power (V) = 1 120 V Allowable Voltage Drop = 3% Voltage drop (Vd) = 3.fi V Luminaire Properties 68 W Quantity: 8 Contingency Factor 1.2 _ (68W/120V) x 1.2 = 0.68 A Wire Properties Wire Type, Wire Size Coated Copper. R=J 0.000809 ohms/R If 0.19 V is less than 3.6 V, then Coated Copper, 8 can be used. If 0.19 V is greater than 3.6 V, then wire size should be increased. WIRE SIZE IS ADEQUATE. transpo5rc)t. p r WHAT-Tw4M-CMTATpN CM, BE, LINE LOSS CALCUATIONS Project Name: Af':nity at Federal Way Project Number: 18079 Date: 1/21/2019 Prepared By: RDM Available Power M = 120 V Allowable VoRage Drop = 3% Properties 3encv Factor (180W112OV) x 1.2 1.80 A Voltage drop (Vd) = 3.6 V Quantity: Wire Type, Wire Size Coated Copper. 4 R = D.000321 ohmsfft If 0.2 V is less than 3.6 V, then Coated Copper, 4 can be used. If 0.2 V is greater than 3.6 V, then wire size should be increased. WIRE SIZE IS ADEQUATE. RESUBMITTED JAN 2 3 2019 a Traditions at Federal Way CfTY OF FEDERAL WAY oo IM COMNIUNTYDEVELQPMEW 1 r- Attachment 0 o 02a — Grade Plane Calculations Q cn � co 453. A 19 CONSTRUCTION SEQUENCE (PHASE 1 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5. INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS, 6. CLEAR TO LIMITS SHOWN ON PLANS. 7. ROUGH GRADE PARKING AREA. 8, INSTALL SANITARY SEWER SYSTEM. 9. INSTALL STORM DRAINAGE SYSTEM. 10. INSTALL DOMESTIC WATER SYSTEM. 11. INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 12, FINE GRADE FOR LOVER LEVEL, CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 13. REMOVE CONSTRUCTION ENTRANCE 14. INSTALL LEVEL 0 (BASEMENT), CURB, GUTTER, AND SIDEWALK. 15. PAVE PARKING AREA. INSTALL INLET PROTECTION (TYP) PER DETAIL ON SHEET GR-02 I I I -.� - - - - - - - 1 .- .. - 4 -97 Side 92 0 452-95 Average Grade Plane - 452 7 65'-0" Length 1Side #3 W Average Grade 0 T Ppne = 4 .8 6T4-Let> Ih - .-45� •7. 452.3. 9 ............. Im . ....... Side #1 • �� • - Average Grade I Plane -451,49 DOG 124'-0" Length j PAR I.. 450 CONSTRUCTION SEQUENCE (PHASE 2y 1. INSTALL LEVEL 1 (MAIN FLOOR). 2. REMOVE SEDIMENT BARRIERS. 3. COMPLETE LANDSCAPING. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 5, RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS. 6. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 7. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. B. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE. .LEGEND --0---p-- NGPE FENCE x ALTER FABRIC FENCE CONSTRUCTION LIMITS -- -402 - -- EXISTING CONTOUR - 400 PROPOSED CONTOUR ..- ..--------------- _ DAYLIGHT LINE ® ALTER FABRIC PROTECTION TO BE INSTALLED ON NEW CATCH BASIN ONCE INSTALLED ® DECORATIVE CONCRETE PAVING CONCRETE PAVING APPROXIMATE EARTHWORK QUANTITIES CUT = 20,700 cu yds. FILL = 700 cu yds. TOTAL = 20,000 net cu yds. CUT FARTMWORK OUANTITIES ARE FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK OR SWELL FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY C TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. SEE SHEET XS-01 FOR CROSS SECTIONS (TYP) - I I I r B -------------- 8316THP� 452,9, 45295 C Plane9 4525 Grade Sideag r (. Average Grade j Plane = 448 I 81'-B" Length 127'4" Length `i #5 - -452.95 l I AV ra9 e33rade- --- - - -- - I D 452.5 - ---452.95 TEMPORARY CONSTRUCTION 438.95 dB. AVera "Grade 1 ENTRANCE PER DETAIL ON SHEET GR-02 _ 165 0_Lenglh ... 52 al...... . --i �,A. .:.. ........................................52 . .. ........ .. ..... ...... .. .. .... ...... _ 352.35 d$2.35 L_ 453 46 � .............. . SEE SHEET DT-03 FOR DETAILED GRADING PLAN TOP OF SLAB ELEV. 452.95 id4 438.95 Average[ SEE SHEET DT-03 FOR Plane =4 DETAILED GRADING PLAN Side #9 I I PAD ELr435 50_ Average Grade Plane=450 i L,- - -- _-,--_ -----_ BUILDING AT GRADE • _ • _ - '' - _ _ _ - - LEVEL LbaITS (TYP) - - (Side #1) 451.49 x 124 = 55,984.76 - - (Side #2) 452.70 x 65 = 29,425.50 _ - (Side #3) 452.80 x 60.33 = 27,317,42 _ _ (Side #4) 452.60 x 165 = 74,679 (Side #5) 452.50 x 60.33 = 27,299.33 (Side #6) 452.50 x 81.66 = 36,951.15 = (Side #7) 448.00 x 127.33 = 57,043,84 B (Side #8) 437.50 x 123.33 = 53.956.88 (Side #9) 450.00 x 425 = 191.250.00 1,231.98 553,907.88 (Total Perimeter) (Total Perimeter x Grade) Project Average Grade Plane 553,907.88 / 1,231.98 = 449.61 CONCRETE -V ` RE74NNPWI WALL PERMANENT STORMWATER DISCHARGE PIPE TO EXISTING STORM SYSTEM TO BE USED DURING CONSTRUCTION FOR CONSTRUMN STORLIWATER DISCHARGE, ENSURE THAT SILT LADEN WATER DOES - NOT ENTER THE STORM SYSTEM. COLLECTED WATER SHOULD • PUMPED TO A STORAGE TANK (e.g. BAKER TANKS) AND. . nLTERED/SETTLED PRIOR TO RELEASE INTO THE STORM SYSTEM. SEE THE CONSTRUCTION STORMWATER GENERAL PERMIT (CSWCP) FOR RECOMMENDED TRIBUTARY LEVELS. CONSTRUCTION SITE DISCWaGE SHALL NOT EXCEED THE DISCHARGE SCALE: 1" = 20• 2d in 0 20 40 CONTOUR INTERVAL = 2' 44 I ) I COI]STRUCTION LIMITS (TYP) i INSTALL FILTER FABRIC FENCE 0� AT CONSTRUCTION LIMITS (TYP) PER DETAIL ON SHEET GR-02 -437.20k I �L+Iir I F fr �* �� iir+��r[q�'.'!ll H� v-•�il 'rI� k; �• � co 4-14,56 r U c A. LU 1 LU UJ IL ouRA7ORs FROM 50x OF THE 2-YEAR ROW THROUGH THE 10-YEAR ROW. SEE (CSWGPy FOR FURTHER DETAIL i UNAPPROVED NOT K,D, what's below. FOR CONSTRUCTION Call before you dig. PERMIT NO. CITY OF FEDERAL WAY APPROVAL DATE SIGNATURE u 0 0 RESUBMITTED : CD JAN 2 3 7019 Traditions at Federal Way �_ CfTY OF F'EDERA! WAY 0 Attachment COMMUNPTY DEVELOPMEYI tr 02c — Project Manual Update r � CO SECTION 00 01 10 Project Manual Contents Page 1 of 4 SECTION 00 01 10 - PROJECT MANUAL CONTENTS DIVISION 0 - CONDITIONS OF THE CONTRACT Cover Page 0001 10 Project Manual Contents 00 11 16 Invitation to Bid 00 21 00 Bid Form Instructions 00 21 00.1 Bid Forms 00 22 00 Evergreen Sustainable Development Criteria 00 22 00.1 ESDS Checklist 00 22 00.2 Evergreen 3.0 00 22 01 Subcontract Template 00 22 01.1 Sample Subcontract 00 22 02 Insurance Requirements 00 22 02.1 Insurance Reqs 00 22 03 Subcontractor Vendor Information 00 22 03.1 Sub Info Sheet 00 31 32 Geotechnical Data 00 43 25 Request for Substitution (Form) 00 52 00 Standard Form of Agreement between Owner and Contractor (AIA Document A101, 2007) 00 72 00 General Conditions of the Contract for Construction (A -IA Document A201, 2007) DIVISION I - GENERAL REOUIREMENTS 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 013113 Coordination 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 41 00 Regulatory Requirements 01 45 23 Testing & Inspecting Services 01 45 33 Structural Testing & Inspections 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 71 23 Field Engineering 01 73 29 Cutting and Patching 01 74 23 Final Cleaning 01 77 00 Closeout Procedures 01 78 39 Project Record Documents 01 79 00 Demonstration & Training DIVISION 3 — CONCRETE 03 51 00 Gypsum Concrete Floor Underlayment See also Structural Drawings DIVISION 4 — MASONRY 04 21 00 Clay Unit Masonry 04 72 00 Cast Stone Masonry See also Structural Drawings 00 01 10-1 DIVISION 5 - METALS 05 50 00 Miscellaneous Metal Fabrications 05 54 00 Metal Grates 05 70 00 Decorative Metal See also Structural Drawings DIVISION 6 - WOODS AND PLASTICS AND COMPOSITES See also Structural Drawings 06 10 00 Rough Carpentry 06 21 00 Finish Carpentry 06 41 00 Architectural Casework 06 82 00 Glass -Fiber -Reinforced Plastic DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 1413 Hot Fluid -Applied Waterproofing 07 14 16 Cold Fluid -Applied Waterproofing 07 1700 Bentonite Waterproofing 07 1800 Traffic Coatings 07 21 00 Insulation 07 21 01 Specialty Insulation 07 25 00 Weather Barriers 07 26 16.23 Under -Slab Vapor Barrier 07 46 33 Plastic Siding 07 45 60 Cementitious Panel & Lap Siding 07 53 23 Adhered Single Ply Membrane Roof 07 62 00 Sheet Metal Flashing and Trim 07 72 00 Roof Accessories 07 84 00 Firestopping 07 90 00 Joint Sealers 07 92 13 Elastomeric Joint Sealants DIVISION 8 - OPENINGS 08 11 13 Hollow Metal Doors & Frames 08 21 00 Wood Doors 08 31 00 Access Doors 0836 13 Overhead Sectional Door 0841 00 Entrances & Storefronts 08 51 13 Vinyl Windows & Sliding Glass Doors 08 71 00 Door Hardware 08 71 13 Automatic Door Operators 08 80 00 Glazing DIVISION 9 - FINISHES 0921 16 Gypsum Board Assemblies 09 30 00 Tile 09 56 00 Textured Ceilings 09 65 00 Resilient Flooring 09 68 16 Carpet 09 91 23 Painting, Staining, Coating & Finishing 09 94 13 Textured Finishes 00 01 10-2 SECTION 00 01 10 Project Manual Contents Page 2 of 4 DIVISION 10 - SPECIALTIES 10 14 00 Signage 10 20 00 Architectural Louvers & Grilles 10 21 13 Toilet Compartments 10 26 00 Corner Guards 10 28 00 Toilet and Bath Accessories 10 30 00 Fireplaces 10 44 13 Fire Protection Specialties 10 55 00 Postal / Fire Department Specialties 10 57 00 Wardrobe & Closet Specialties 1071 13 Exterior Sun Control Devices DIVISION 11 - EQU PMENT 11 30 00 Residential Equipment 11 82 26 Facility Waste Compactors DIVISION 12 - FURNISHINGS 12 20 00 Window Treatments 12 32 00 Residential Cabinets 12 36 23.13 Plastic -Laminate Clad Countertops 12 36 40 Stone Countertops 12 36 61.19 Quartz Agglomerate Countertops 12 48 13 Entrance Floor Mats & Frames DMSION 13- SPECIAL CONSTRUCTION SECTION 00 01 10 Project Manual Contents Page 3 of 4 DIVISION I4 — PASSENGER CONVEYING SYSTEMS 14 21 23.16 MRL Electric Traction Elevators 14 91 82 Trash Chutes DIVISION 21 — FIRE SUPPRESSION 21 1300 Fire Protection DIVISION 22—PLUMBING 22 05 00 Common Work Results for Plumbing 22 05 23 General Duty Valves 22 05 29 Hangers & Supports 22 07 00 Plumbing Insulation 22 10 00 Domestic Water Piping 2211 16 PEX Piping 221123 Pumps 2213 19 Sanitary Waste and Vent Piping 22 30 00 Plumbing Equipment 22 34 00 Fuel -Fired Domestic Water Heaters 22 40 00 Plumbing Fixtures DIVISION 23 —HEATING VENTILATING AND AIR-CONDITIONING HVAC 23 00 00 Mechanical 23 05 00 Common Work Results for HVAC 23 05 93 Testing Adjusting Balancing 23 07 00 HVAC Insulation 23 1123 Facility Natural Gas Piping 00 01 10-3 23 23 00 Refrigerant Piping 23 31 00 Metal Ducts 23 33 00 Air Duct Accessories 23 34 00 Fans 23 37 00 Air Outlets and Inlets 23 62 00 Air -Cooled Condensers 23 82 00 Fan Coil Units DIVISION 26 — ELECTRICAL 2605 19 Conductors and Cables 26 05 26 Secondary Grounding 26 05 33 Raceways and Boxes 26 24 00 Panel Boards 26 27 26 Wiring Devices 26 50 00 Lighting DIVISION 27 -- COMMLM—MATIONS 27 32 00 Voice Communications 2705 13.13 Telephone 2705 13.43 Cable 27 05 33 Telephone Conduit Remainder Design Build — By Separate Contract DIVISION 28 — ELECTRONIC SAFETY AND SECURITY 28 10 00 Access Control 28 20 00 Video Surveillance 28 46 00 Fire Alarm DIVISION 31--- EARTHWORK See Civil Drawings DIVISION 32 — EXTERIOR IMPROVEMENTS See also Civil & Landscape Drawings 32 40 00 Site Furnishings DIVISION 33 — UTILITIES 33 46 00 Subdrainage See also Civil Drawings PROTECT APPENDIX A — Geotechnical Report -END OF SECTION- 00 01 10-4 SECTION 00 01 10 Project Manual Contents Page 4 of 4 SECTION 08 7100 Door Hardware Page 1 of 29 SECTION 08 7100 - DOOR HARDWARE PART 1: GENERAL 1.01 FINISH A. All hardware items in public areas shall be Oil Rubbed Bronze. All door hardware inside units to be Satin Chrome. 1.02 CONDITIONS A. Conditions of the contract (General and Supplementary Conditions) and Division One General Requirements, govern the work of this section. B. This section includes all material, and related service necessary to furnish all finish hardware indicated on the drawings, or specified herein. C. Furnish UL listed hardware for all labeled and 20 min. openings in conformance with the requirements for the class of opening scheduled. Underwriters' requirements shall have precedence over specification where conflicts exist. D. All work shall be in accordance with all applicable state and local building codes. Code requirements shall have precedence over this specification where conflicts exist. 1.03 WORK INCLUDED A. This section includes the following: 1. Furnish door hardware (for hollow metal, wood and aluminum doors) specified herein, listed in the hardware schedule, and/or required by the drawings. 2. Cylinders for Aluminum Doors 3. Thresholds and Weather-stripping (Aluminum frame seals to be provided by aluminum door supplier) 4. Electro-Mechanical Devices 5. Access Control components and or systems specified within this section. B. Where items of hardware are not definitely or correctly specified and is required for the intended service, such omission, error or other discrepancy should be directed to the Architect prior to the bid date for clarification by addendum. Otherwise furnish such items in the type and quantity established by this specification for the appropriate service intended. 1.04 RELATED WORK IN OTHER SECTIONS A. This section includes coordination with related work in the following sections: 1. Division 6 Section "Finish Carpentry" (Do not provide Schlage Saturn & Rhode or similar levers with applied trim. Notify Architect to discuss available lever options) 2. Division 6 Section "Cabinet Hardware" 3. Division 8 Section "Hollow Metal Doors and Frames". 4. Division 8 Section "Wood Doors" 5. Division 8 Section "Aluminum Entrances and Storefronts" 6. 08 10 05 - Steel Entry, Storm Doors & Frames 7. Electrical 1.05 REFERENCES A. Publications of agencies and organizations listed below form a part of this specification section to the extent referenced. 1. BMHA - Recommended Locations for Builders' Hardware. 2. NFPA 80 - Standards for Fire Doors and Windows. 3. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. 4. UL - Building Material Directory. 5. DHI - Door and Hardware Institute 6. WHI - Warnock Hersey 7. IBC - International Building Code (currently adopted addition as amended by local building code) 08 71 00-1 SECTION 08 7100 Door Hardware Page 2 of 29 1.06 SUBMITTALS A. Submit detailed hardware schedule in quantities as required by Division 1 - General Conditions. B. Schedule format shall be consistent with recommendations for a vertical format as set forth in the Door & Hardware Institute's (DHI) publication "Sequence and Format for the Hardware Schedule". Schedule shall include the following information: 1. Reference door number, rating, degree of door swing. Handing shall be provided as graphically represented on plans typical. 2. Numerical door index, indicating the hardware set/ group number for each door. 3. Provide manufacturer product data for each product indicated 4. Function, type, style, size and finish of each item 5. Mounting heights 6. Explanation of abbreviations, symbols, etc. 7. Shop Drawings: Details of electrified door hardware C. The schedule will be prepared under the direct supervision of a certified Architectural Hardware Consultant (ARC) employed by the hardware distributor. The hardware schedule shall be signed and embossed with the DHI certification seal of the supervising AHC. The supervising AHC shall attend any meetings related to the project when requested by the architect. D. Check the specified hardware for suitability and adaptability to the details and surrounding conditions. E. Review drawings from related trades as required to verify compatibility with specified hardware. Indicate unsuitable or in compatible items, and proposed substitutions in the hardware schedule to architect. F. Provide documentation for all hardware to be furnished on labeled fire doors indicating compliance with positive pressure fire testing UL 1 OC. G. Furnish manufacturers' catalog data for each item of hardware in quantities as required by Division 1 - General Conditions. H. Submit a sample of each type of hardware requested by the architect. Samples shall be of the same finish, style, and function as specified herein. Tag each sample with its permanent location so that it may be used in the final work. I. Furnish with first submittal, a list of required lead times for all hardware items. J. After final approved schedule is returned, transmit corrected copies for distribution and field use in quantities as required by Division 1 - General Conditions. K. Furnish the most current, approved hardware schedules, template lists, and pertinent templates as requested by related trades. L. Furnish necessary diagrams, schematics, voltage and amperage requirements for all electro-mechanical devices or systems as required by related trades. M. After receipt of approved hardware schedule, Hardware supplier shall initiate a meeting including the owner's representative to determine keying requirements. Upon completion of the initial key meeting, hardware supplier shall prepare a proposed key schedule with symbols and abbreviations as set forth in the door and hardware institute's publication "Keying Procedures, Systems, and Nomenclature". Submit copies of owner approved key schedule for review and field use in quantities as required by Division 1 - General Conditions. 1.07 GRAND MASTER —SUB GRAND MASTER CONCEPT A. For this large building there shall be Sub Grand Masters so to prevent employees from one area of the building to get into other areas of the building. These shall be as follows. 1. Sub Grand Master for Pool, 2. Sub Grand Master Common Areas including Kitchen and basement 3. Sub Grand Master for Assisted Living Wing 4. Sub Grand Master for Independent 5. Elevator keyed separately 08 71 00-2 SECTION 08 7100 Door Hardware Page 3 of 29 1.08 QUALITY ASSURANCE A. Manufacturers and model numbers listed are to establish a standard of function and quality. Similar items by approved manufacturers that are equal in design, function, and quality, may be considered for prior approval of the architect, provided the required data and physical samples are submitted for approval as set forth in Division One General Requirements. B. Obtain each type of hardware (hinges, latch & locksets, exit devices, closers, etc.) from a single supplier and ensure compatibility between manufacturers, while complying with item performance & quality requirements. C. Installation of hardware shall be installed or directly supervised and inspected by a slrilied installer certified by the manufacturer of locksets, door closers, and exit devices used on the project, or with not less than 3 years experience in successful completion of projects similar in size and scope. D. Provide hardware for all labeled fire doors, which complies with positive pressure fire testing UL 1 OC. E. Comply with all applicable provisions of the standards referenced within section 1.4 of this specification. 1.09 DELIVERY, STORAGE AND HANDLING A. Hardware supplier shall deliver hardware to the job site unless otherwise specified. B. All hardware shall be delivered in manufacturers' original cartons and shall be clearly marked with set and door number. C. Coordinate with contractor prior to hardware delivery and recommend secure storage and protection against loss and damage at job site. D. Contractor shall receive all hardware and provide secure and proper protection of all hardware items to avoid delays caused by lost or damaged hardware. Contractor shall report shortages to the Architect and hardware supplier immediately after receipt of material at the job site. E. Coordinate with related trades under the direction of the contractor for delivery of hardware items necessary for factory installation. 1.10 PRE -INSTALLATION MEETING A. Schedule a hardware pre -installation meeting on site to review and discuss the installation of continuous hinges, locksets, door closers, exit devices, overhead stops, and electromechanical door hardware. B. Meeting attendees shall be notified 7 days in advance and shall include: Architect, Contractor, Door Hardware Installers (including low voltage hardware), Manufacturers representatives for above hardware items, and any other effected subcontractors or suppliers. C. All attendees shall be prepared to distribute installation manuals, hardware schedules, templates, and physical hardware samples. 1.11 WARRANTY A. All hardware items shall be warranted against defects in material and workmanship as set forth in Division One General Requirements. B. Repair, replace, or otherwise correct deficient materials and workmanship without additional cost to owner. PART 2: PRODUCTS 2.01 FASTENERS A. All exposed fasteners shall be Phillips head or as otherwise specified, and shall match the finish of the adjacent hardware. All fasteners ex -posed to the weather shall be non-ferrous or stainless steel. Furnish correct fasteners to accommodate surrounding conditions. B. Coordinate required reinforcements for doors and frames. Seek approval of the architect prior to furnishing through -bolts. Furnish through -bolts as required for materials not readily reinforced. 2.02 BUTT FIINGES B. Acceptable manufacturers and respective catalog numbers: Ives Stanley Hager McKinney 08 71 00-3 2.03 SECTION 08 7100 Door Hardware Page 4 of 29 1. Standard Weight, Plain Bearing 5PB1 F179 1279 T2714 2. Standard Weight, Ball Bearing 5BB 1 BB 179 BB 1279 TA2714 3. Standard Weight, Ball Bearing, Non -Ferrous 5BB1 FBB191 BB1191 TB2314 4. Heavy Weight, Ball Bearing 5BB1HW FBB168 BB1168 T4133786 5. Heavy Weight, Ball Bearing, Non -Ferrous 5BB1HW FBB199 BB1199 T4B3386 6. Single Acting Spring Hinge (4'/z x 4'/z) PBB SP81 1502 C. Unless otherwise specified, furnish the following hinge quantities for each door leaf. 1. 3 hinges for doors up to 90 inches. 2. 1 additional hinge for every 30 inch on doors over 90 inches. 3. 4 hinges for Dutch door applications (2 each portion of leaf) 4. 2 hinges for Caf6 door if not providing continuous hinge D. Furnish hinge weight and type as follows: 1. Standard weight: plain bearing hinge 5PB 1 for interior openings through 36 inches wide without a door closer. 2. Standard weight: ball bearing hinge 5BB 1 for interior opening over 36 through 40 inches wide without a door closer, and for interior openings through 40 inches wide with a door closer. 3. Heavyweight: 4 ball bearing hinge 5BBIHW for interior openings over 40 inches wide, and for all vestibule doors. 4. Heavyweight: 4 ball bearing hinge 5BB1HW NRP (Stainless Steel finish) for exterior openings unless otherwise listed in groups. E. Unless otherwise specified, furnish hinges for exterior doors, fabricated from brass, bronze, or stainless steel. Unless otherwise specified, hinges for interior doors may be fabricated from steel. F. Furnish hinges in the following sizes with respect to door thickness: 1. 5" x 5" 2-1/4" thick doors 2. 4-1/2" x 4-1/2" 1-3/4" thick doors 3. 3-1/2" x 3-1/2" 1-3/8" thick doors G. Furnish hinges with sufficient width to accommodate trim and allow for 180-degree swing. H. Unless otherwise specified, furnish hinges with flat button tips with non -rising pins at interior doors, non - removable loose pins (NRP) at exterior and out -swinging interior doors. I. Provide Unit Entry doors up to 115 pounds with two single acting 4'/z x 4'/z spring hinges (one top, one bottom and one equivalent size bearing hinge in the center). For door weights between 116 pounds up to 150 pounds, provide three 4 '/z x 4 '/z spring hinges. J. Unless otherwise specified, furnish all hinges to template standards. CONTINUOUS PIN AND BARREL HINGES A. Acceptable manufacturers and respective catalog numbers: Marker 1. Edge Mount Pin & Barrel Stainless Steel 300 Series Continuous Hinge 2. Edge Mount Hinge/Guard Pin & Barrel Stainless HG-305 Steel Continuous Hinge Stanley McKinney 650 Series 300 Series B. Continuous hinges shall be full height pin and barrel type hinge providing full height door support up to 600 lbs. Edge mount (unless noted otherwise). C. Construct hinges of heavy-duty 14-gauge material. The stainless internal pin shall have a diameter of 0.25 and the exterior barrel diameter of 0.438. D. Hinge shall be non -handed with symmetrical template hole pattern and factory drilled. Hinge must accept a minimum of 21 fasteners on the door and 21 fasteners on the frame. E. Each knuckle to be 2 inch, including split nylon bearing at each separation for quiet, smooth, self-lubricating operation. F. Hinge to be able to carry Warnock Hersey Int. or UL for fire rated doors and frames up to 3 hours. G. Provide machine screws for doors which have been reinforced to accept machine screws. 08 71 00-4 SECTION 08 7100 Door Hardware Page 5 of 29 H. Fire labels shall be applied in locations that are readily visible on fire rated doors and frames (hinge side of door). The embossment of the information on the label must be bold enough that it will be easily visible once painted. I. Provide adjusting screws equal to Markar's "Adjusta-Screw" for continuous hinges specified as HG-305. Adjustment to be able to correct frame fit problems up to 3/8 inch. 2.04 FLUSH BOLTS AND DUST PROOF STRIKES A. Acceptable manufacturers and respective catalog numbers: Ives Door Cgntrois Hager 1. Dust Proof Strike DP2 80 280X 2. Auto Flush Bolt (Metal Door) FB31P 842 292D 3. Auto Flush Bolt (Wood Door) FB41P 942 291D 4. Manual Flush Bolt FB458 780 282D B. Unless otherwise specified, provide 12" rods for manual flush -bolts for doors T-6" or less, 24" top rods for doors over T-6" to 8'-6". C. Unless otherwise specified, provide doors over 8-'6" with automatic top bolts. D. Provide concealed, automatic flush -bolts where required to maintain egress requirements on pairs of doors. E. Provide all flush -bolts with non -locking dust proof strikes. 2.05 EXIT DEVICES A. Acceptable manufacturers and respective catalog numbers: Von PMriMonarch Precision Sargent Dorma 1. Wide Stile, Push Pad 98 / 99 Series 18 Series 2000 Series 80 Series 9000 Series B. Obtain exit devices from a single manufacturer, although several may be indicated as offering products complying with requirements. C. All exit devices shall be UL listed for accident hazard. Exit device for use on fire doors shall also be UL listed for fire exit hardware. D. Provide fail safe electric strikes where doors are designated to be locked from the stair side per IBC 403.12 and remotely unlocked. E. Provide optional strikes, special length rods, and adapter plates to accommodate door and frame conditions. Provide narrow style series devices in lieu of wide stile series devices where optional strikes will not accommodate door and frame conditions. F. Coordinate with related trades to insure adequate clearance and reinforcement is provided in doors and frames. Provide thru bolts as required. G. Refer to hardware groups for exit device applications utilizing the option of. "less bottom rod and floor strike" (LBR) H. All exit devices shall be provided with optional trim designs to match other lever and pull designs used on the project. I. Provide interchangeable core cylinders when used in conjunction with exit devices. Cylinder keyway shall match locksets furnished on this project. J. Provide cylinder keyed dogging (interchangeable core) for all non -fire rated exit devices. K. Provide glass bead kits as required to accommodate door conditions. Screws shall not be visible through full glass doors. L. Where specified, provide compatible keyed mullions with cylinder for pairs of doors. M. Provide reinforced crossbars for all traditional style exit devices applied to doors over 36" wide. 2.06 LOCKS AND LATCHES A. Acceptable manufacturers and respective catalog numbers: 5chlne- 1. Grade 1 Mortise L Series 07A (or Approved Equal) 2. Grade 1 Cylindrical ND Series ATH 08 71 00-5 SECTION 08 7100 Door Hardware Page 6 of 29 3. Grade 2 Cylindrical AL Series JUP 4. Grade 2 Interconnected S200 Series JUP 5. Grade 2 Tubular F Series JAZ 6. Grade 2 Tubular (lockers) F Series ORB 7. Grade 2 Deadbolt BC100 Series B. Unless otherwise specified, all locks and latches to have: 1. ADA compliant lever -type handles 2. 2-3/4" backset 3. 1/2" minimum throw latch bolt 4. 1" throw deadbolt 5. 6 pin cylinders 6. ANSI A115.2 strikes C. Provide guarded latch bolts for all locksets, and latch bolts with sufficient throw to maintain fire rating of both single and paired door assemblies. D. Length of strike lip shall be sufficient to clear surrounding trim. E. Provide wrought boxes for strikes at inactive doors, wood frames, and metal frames without integral mortar covers. 2.07 PULLS, PUSHBARS, PUSH/PULL PLATES A. Acceptable manufacturers and respective catalog numbers: Burns Hager Ives 1. Straight Pull (1" dia., 10" ctc) 26C 4J 8103EZ-0 2. Straight Pull (3/4" dia., 8" ctc) 25B 3G 8102-8 3. Offset Door Pull (1" dia., 10" ctc) 39C 12J 8190-0 4. Pull / Push -Bar (1" dia., 10" ctc Pull) 422 x 26C 153 9103EZ-0 5. Offset Pull / Push -Bar (1" dia., 10" ctc Pull) 422 x 39C 157 9190-0 6. Push Plate (.050 4"x 16") 54 30S 4 x 16 8200 4 x 16 7. Push Plate (.050 6"x 16") 56 30S 6 x 16 8200 6" x 16" 8. Pull Plate (1" dia., 10" ctc -.050" x 6" x 16") 5626C 34J 6 x 16 8303EZ-0 6" x 16" B. Adjust dimensions of protection plates to accommodate stile and rail dimensions, lite and louver cutouts, and adjacent hardware. Where required by adjacent hardware, protection plates shall be factory drilled for cylinders or other mortised hardware. All push plates shall be beveled 4 sides. C. Where specified, provide surface mounted door edges. Edges shall butt to protective plates. Provide edges with cutouts as required adjacent hardware. D. Where possible, provide back-to-back, and concealed mounting for pulls and push bars. Push bar length shall be 3" less door width, or center of stile to center of stile for stile & rail or full glass doors. 2.08 COORDINATORS A. Acceptable manufacturers and respective catalog numbers: Ives Door Controls Hager 1. Bar Coordinator COR x FL 600 x Filler 297D x 297F 2. Mounting Bracket MB Series AB, C Series 297 Series B. Provide coordinators at all pairs of doors having automatic flush bolts and closers on the inactive leaf, and for pairs of doors having vertical rod/mortise exit device combinations with overlapping astragals. C. Provide appropriate filler bars, closer mounting brackets, carry bars, and special top latch preparations as required by adjacent hardware. 2.09 CLOSERS A. Acceptable manufacturers and respective catalog numbers: LCN Falcon Sargent Norton 1. 4011 /4111 EDA SC70 (HD) 350 / 351 P10 7500 / PR7500 2. 1461FC SC80FC 1430 / 1431 8501 Dorma 8900 / 8900 SPA 8600 FC 08 71 00-6 SECTION 08 7100 Door Hardware Page 7 of 29 B. Obtain door closers from a single manufacturer, although several may be indicated as offering products complying with requirements. C. Closers shall utilize a stable fluid withstanding temperature range of +120deg F to -30deg F without seasonal adjustment of closer speed to properly close the door. Closers for fire -rated doors shall be provided with temperature stabilizing fluid that complies with standards UL10C. D. Unless otherwise specified, all door closers shall have full covers and separate adjusting valves for sweeps, latch, and backcheck. E. Provide closers for all labeled doors. Provide closers with adjustable spring power. Size closers to insure exterior and fire rated doors will consistently close and latch doors under existing conditions. Size all other door closers to allow for reduced opening force not to exceed 5 lbs. F. Install closers on the room side of corridor doors, stair side of stairways and interior side of exterior doors. G. Closers shall be furnished complete with all mounting brackets and cover plates as required by door and frame conditions, and by adjacent hardware. 2.10 LOW ENERGY ELECTRO-HYDRAULIC AUTOMATIC OPERATORS A. Acceptable manufacturers and respective catalog numbers: LCN Besam 1. Electro-Hydraulic Operator 4640 SW100 B. Where low kinetic energy, as defined by ANSI/BHMA Standard A156.19, power operators are indicated for doors required to be accessible to the disabled, provide electrically powered operators complying with the ADA for opening force and time to close standards. C. The closing action shall be controlled by modern type cast iron door closer cylinder filled with a flat viscosity fluid, stable from +120F to -30F that would require no seasonal adjustments. The closer shall have field adjustable spring power; have two independent closing speed adjustment valves, and hydraulic back -check. D. Full closing force shall be provided when the power or assist cycle ends. E. All power operator systems shall include the following features and functions: 1. Provisions for separate conduits to carry high and low voltage wiring in compliance with the National Electrical Code, section 725-31. 2. The operator will be designed to prevent damage to the mechanism if the system is actuated while the door is latched or if the door is forced closed during the opening cycle. 3. All covers, mounting plates and arm systems shall be powder coated and successfully pass a minimum of 100 hours testing as outlined in ANSI/BHMA Standard A156.18. 4. UL listed for use on labeled doors. 5. All operators shall be non -handed with spring power over a range of at least four sizes; either 1 through 4 or 2 through 5. 6. Provisions in the control box or module shall provide control {inputs and outputs) for; electric strike delay, auxiliary contacts, sequential operation, fire alarms systems, actuators, swing side sensors, and stop side sensors. 7. Wall mounted actuators shall consist of a 4-1/2 inch diameter stainless steel touch plate with a blue filled handicapped symbol. Switches shall be weather resistant and mount on a single gang electrical box famished as design build by Electrical. F. All electrically powered operators shall include the following features or functions: 1. When an obstruction or resistance to the opening swing is encountered, the operator will pause at that point, then attempt to continue opening the door. If the obstruction or resistance remains, the operator will again pause the door. 2. Easily accessible main power and maintain hold open switches will be provided on the operator. 3. An electronically controlled clutch to provide adjustable opening force. 4. A microprocessor to control all motor and clutch functions. 5. An on -board power supply capable of delivering both 12V and 24V outputs up to a maximum of 1.0 ampere combined load. 08 71 00-7 SECTION 08 7100 Door Hardware Page 8 of 29 6. All input and output power wiring shall be protected by slow blow fuses. These fuses shall be easily replaceable without special tools or component replacement. 7. If electrical failure occurs, the unit shall operate as a standard door closer. G. Power Operators shall be warranted by the manufacture to be free from defects in material and workmanship for a period of two years. 2.11 KICK PLATES AND MOP PLATES A. Furnish protective plates as specified in hardware groups. B. Where specified, provide 10" kick plates, 36" armor plates, and 4" mop plates. Unless otherwise specified, metal protective plates shall be .050" thick; plastic plates shall be 1/8" thick. C. Protective plates shall be 2" less door width, or 1" less door width at pairs. All protective plates shall be beveled 4 sides. Protection plates over 16" shall not be provided for labeled doors unless specifically approved by door manufacturers listing. D. Where required by adjacent hardware, protection plates shall be factory drilled for cylinders or other mortised hardware. 2.12 OVERHEAD STOPS A. Acceptable manufacturers and respective catalog numbers: 1. Heavy Duty Surface Mount 2. Heavy Duty Concealed Mount 3. Medium Duty Surface Mount 4. Medium Duty Concealed Mount Glynn -Johnson Rixson Sargent GJ90 Series 9 Series 590 GJ100 Series 1 Series 690 GJ450 Series 10 Series 1540 GJ410 2 Series 1530 B. Overhead stops (including slide block and end caps) shall be fabricated from metal. C. Unless otherwise specified, furnish GJ90 series overhead stop for doors equipped with regular arm surface type closers that swing more than 140 degrees before striking a wall, for doors that open against equipment, casework, sidelights, or other objects that would make wall bumpers inappropriate, and as specified in hardware groups. D. Furnish sex bolt attachments for wood and mineral core doors unless doors are supplied with proper reinforcing blocks. E. Do not provide holder function for labeled doors. 2.13 DOOR STOP, HOLDERS, ROLLER BUMPERS A. Acceptable manufacturers and respective catalog numbers: Ives Hager Burns 1. Wrought Convex Wall Bumper WS406CVX 232W 570 2. Wrought Concave Wall Bumper WS406CCV 236W 575 3. Extended Wall Stop WSl l/WS11X 255W 530 4. Extended Wall Stop WS33/WS33X **** **** 5. Automatic Door Holder (floor) FS40, 41, 42 series 326F/327F 6. Automatic Door Holder (top FS495 326W 533 mount, coordinate location with door style to avoid joint) 7. Floor Stops (no T-hold / T-hold) FS 13 / FS 17, - 8. Floor Stop (up to 1 ''/z" undercut) FS441 - 9. Roller Bumper (Where doors are RB470 (curved) 273W back to back at right angles) 10 Roller Bumper (Where doors are RB471 / RB472 271 W/272W back to back at right angles) B. Furnish a stop or holder for all doors. Coordinate model with specific height offset, typical. C. Where wall stops cannot be applied, furnish overhead stops, typical. Furnish floor stops only where specifically specified. Verify door undercut and flooring to coordinate proper stop is used. 08 71 00-8 SECTION 08 7100 Door Hardware Page 9 of 29 D. Do not provide holder function for labeled doors. 2.14 MAGNETIC HOLD OPENS A. Acceptable manufacturers and respective catalog numbers: LCN ABH Edwards RSG Dorma 1. Wall -Mounted Door Holder SEM 7800 Series 2000 1500 DH 24120 FPC EM504-24120 B. Magnetic holder's housing and armature shall be constructed of a die cast zinc material. C. Provide Semi -Flush types as listed in groups unless specifically specified as being floor mounted. D. Where wall conditions do not permit the armature to reach the magnet, provide extensions. E. Provide dual voltage components and coordinate power consumption as required. F. Coordinate electrical requirements and mounting locations with other trades 2.15 KEY PAD 2.16 DOOR OPERATOR / OPENER 2.17 WEATHERSTRIP, GASKETING A. Acceptable manufacturers and respective catalog numbers: Pemko NGP Reese 1. Weatherstrip 2891APK 70ONA 755A 2. Adhesive Gasket S88 2525 797B 3. Meeting Edge Seals 18041 9605 959C 4. Adhesive Edge Seal S77 5060 **** 5. Automatic Door Bottom 4131 222 320 6. Sweeps 18061CP B606A 964A 7. Sweep w/ drip 345 **** **** 8. Rain Drip 346A 16A R201A B. Where specified in the hardware groups, furnish the above products unless otherwise detailed in groups. C. Provide weather stripping at all exterior doors and where specified. Weather stripping and smoke gaskets colors are to match door finish colors as closely as possible using manufacturer standard colors. D. Provide smoke and draft control at fire door assemblies tested in accordance with UL 1784. The air leakage rate of the door assembly shall not exceed 3.0 cubic feet per minute per square foot of door opening at 0.10 inch of water for both the ambient temperature and elevated temperature tests. Louvers shall be prohibited. Installation of smoke doors shall be in accordance with NFPA 105. E. Provide Pemko S88 smoke gaskets at all fire rated doors and smoke and draft control assemblies and install to meet the above requirements. F. Provide intumescent and other required edge sealing systems as required by individual fire door listings to comply with positive pressure standards of LL 10C. 2.18 THRESHOLDS A. Acceptable manufacturers and respective catalog numbers: Pemko NGP Reese 1. Saddle Thresholds 171 425 S205 2. Half Saddle Thresholds 227 324 S239 B. Hardware supplier shall verify all finish floor conditions and coordinate proper threshold as required to insure a smooth transition between threshold and interior floor finish. C. Threshold Types: 1. Provide thermally broken thresholds typical at exterior doors with no vestibule. 2. Unless otherwise specified, non -thermally broken saddle thresholds are acceptable at exterior doors with a vestibule where the interior floor finish less than or equal to 1/4" in height. Basis of design: Reese S205. 08 71 00-9 SECTION 08 7100 Door Hardware Page 10 of 29 3. Unless otherwise specified, provide half saddle threshold similar to Reese 5239 for all exterior openings with a interior floor finish greater than 1/4" in height but less than 1/2 inch. Half -Saddle threshold heights shall match thickness of interior floor finish typical. 2.19 ELECTRIC STRIKES A. Acceptable manufacturers and respective catalog numbers: Von Duprrin Folg_er Adams 1. Type 1 6000 Series 300 Series 2. Type 2 5000 Series 700 Series B. Provide electric strikes designed for use with the type of locks shown at each opening where specified. C. Electric strikes shall be UL listed as Burglary -Resistant Electric Door Strikes and where required shall be UL listed as Electric Strike for Fire Doors. D. Provide transformers and rectifiers for each strike as required. Verify voltage with electrical contractor. 2.20 FINISHES AND BASE MATERIALS A. All hardware items in public areas shall be Oil Rubbed Bronze. All door hardware inside units to be Satin Chrome. HARDWARE ITEM 1. Butt Hinges: Exterior, or Non -Ferrous 2. Butt Hinges: Interior 3. Continuous Hinges 4. Flush Bolts 5. Exit Devices 6. Locks and Latches 7. Locks and Latches (unit entry doors) 8. Pulls and Push Plates/Bars 9. Coordinators 10. Closers 11. Protective Plates 12. Overhead Stops 13. Wall Stops and Holders 14. Thresholds 15. Weather-strip, Sweeps Drip Caps 16. Magnetic Holders 17. Magnetic Locks 18. Miscellaneous 19. Electric Strike 2.21 KEYING BHMA FINISH & BASE MATERIAL TBD (to coordinate with floor finish colors) A. Acceptable manufacturers and respective catalog numbers: Schlage 1. Everest B. Provide all locks and cylinders utilizing a patented keyway to prevent manufacturing and distribution of aftermarket key blanks by anyone other than factory authorized dealers. C. All locks under this section shall be keyed as directed by the owner to a new Patented Master Key System. D. Keying shall be by lock manufacturer where permanent records shall be kept. E. Furnish a total of 2 keys per cylinder. Actual cut keys to be determined by owner. F. Master keys and control keys to be delivered by registered mail to the owner. Change keys shall be delivered in a set up key cabinet. Construction keys shall be delivered to the contractor. 2.22 KEY CABINETS A. Acceptable manufacturers and respective catalog numbers: Lund Key Control Telkey 08 71 00-10 SECTION 08 7100 Door Hardware Page 11 of 29 1. 1200 through 1205 B M228-2480 RWC-AWC B. Fumish one cabinet for a capacity of 1.5 times the number of key sets being provided. Selection to be limited to the range of Lund wall -mounted key cabinets 1200 - 1205 B or approved equal. C. Provide one key cabinet with at least one hook for each key set, plus additional hooks for 50% expansion. D. Furnish Grey key cabinet complete with cam lock, permanent key tags, and change key cards. E. Hardware supplier shall prepare all key change index records, tag all keys and place permanent file keys in cabinet. PART 3: EXECUTION 3.01 EXAMINATION A. Prior to installation of hardware, installer shall examine door frame installation to insure frames have been set square and plumb. Installer shall examine doors, door frames, and adjacent wall, floor, and ceiling for conditions, which would adversely affect proper operation and function of door assemblies. Do not proceed with hardware installation until such deficiencies have been corrected. 3.02 INSTALLATION A. Before hardware installation, general contractor/construction manager shall coordinate a hardware installation seminar with a 1 week notice to all parties involved. The seminar is to be conducted on the installation of hardware, specifically of locksets, closers, exit devices, continuous hinges and overhead stops. Manufacturer's representative of the above products to present seminar. Seminar to be held at the job site and attended by installers of hardware (including low voltage hardware) for aluminum, hollow metal and wood doors. Training to include use of installation manuals, hardware schedule, templates and physical products samples. B. Install all hardware in accordance with the approved hardware schedule and manufacturer's instructions for installation and adjustment as well as per ADA and local code. C. Set units level, plumb and true to the line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units which are not factory -prepared for anchorage fasteners. Space fasteners and anchors in accord with industry standards. E. Drill appropriate size pilot holes for all hardware attached to wood doors and frames. F. Shim doors as required to maintain proper operating clearance between door and frame. G. Unless otherwise specified, locate all hardware in accordance with the recommended locations for builders hardware for standard doors and frames as published by the Door and Hardware Institute. H. Use only fasteners supplied by or approved by the manufacturer for each respective item of hardware. I. Mortise and cut to close tolerance and conceal evidence of cutting in the finished work. J. Conceal push and pull bar fasteners where possible. Do not install through bolts through push plates. K. Install hardware on UL labeled openings in accordance with manufacturer's requirements to maintain fire rating. L. Install hardware in accordance with supplemental "S" label instructions on all fire rated openings. M. Install wall stops to contact lever handles or pulls. Do not mount wall stops on casework, or equipment. N. Where necessary, adjust doors and hardware as required to eliminate binding between strike and latchbolt. Doors should not rattle. O. Install door closers on corridor side of lobby doors, room side of corridor doors, and stair side of stairways. P. Adjust spring power of door closers to insure exterior and fire rated doors will consistently close and latch doors under existing conditions. Adjust all other door closers to insure opening force does not to exceed 5 lbs. Q. Adjust "sweep", "latch", & "back check" valves on all door closers to properly control door throughout the opening and closing cycle. Adjust total closing speed as required to comply with all applicable state and local building codes. R. Unless otherwise specified or detailed, install thresholds with the bevel in vertical alignment with the outside door face. Notch and closely fit thresholds to frame profile. Set thresholds in full bed of sealant. S. Compress sweep during installation as recommended by sweep manufacturer to facilitate a water resistant seal. 08 71 00-11 SECTION 08 7100 Door Hardware Page 12 of 29 T. Deliver to the owner 1 complete set of installation and adjustment instructions, and tools as furnished with the hardware. 3.03 QUALITY ASSURANCE A. After installation has been completed, the hardware supplier and manufacturers representative for locksets, door closers, exit devices, and overhead stops shall check the project and verify compliance with installation instructions, adjustment of all hardware items, and proper application according to the approved hardware schedule. Hardware supplier shall submit a list of all hardware that has not been installed correctly. B. After installation has been completed, the hardware supplier and manufacturers representative shall meet with the owner to explain the functions, uses, adjustment, and maintenance of each item of hardware. C. Apply self-adhesive gasketing on frame stop at head & latch side and on rabbet of frame at hinge side. 3.04 ADJUSTMENT AND CLEANING A. At final completion, and when H.V.A.C. equipment is in operation, installer shall make final adjustments to and verify proper operation of all door closers and other items of hardware. . Lubricate moving parts with type lubrication recommended by the manufacturer. B. All hardware shall be left clean and in good operation. Hardware found to be disfigured, defective, or inoperative shall be repaired or replaced. 3.05 HARDWARE SCHEDULE A. The following schedule of hardware groups are intended to describe opening function. The hardware supplier is cautioned to refer to the preamble of this specification for a complete description of all materials and services to be furnished under this section. Hardware Set #1 (Door & Hardware in Other Sections) Hardware by the door manufacturer or door supplier except as indicated. Hardware Set #2 (2A. 2B, 2Q (Aluminum Entrance Doors in Other Sections, Hardware by Door Supplier except as noted) 1 Double Rim Cylinder (IC) when scheduled 1 IC Rim Cylinder Schlage 20-057 1 Electric strike Coordinate with telephone system and key FOB when access control is noted Unit Hardware Groups Note: Unit door levers are intended to visually match in style. Unless specified otherwise by Interior, Schalge Jupiter (JUP) and Jazz are to be the basis for lever design Hardware Set #3 (Single Leaf, Rated Wood Door — Living Unit Entrance Door) '/z Pair of Hinges Hager 1279 4 '/z"x 4 '/2" (Top) 1 Pair of Spring Hinges PBB SP81 4 '/z"x 4 '/z" (UL Rated, center & bottom) 1 Entrance Lockset S210PD x JUP x 16-230 x L.S. x Dust Box 1 Sweep Pemko 18061CN x width of door 1 Threshold Reese S225A (at Carpet to Carpet transitions Reese S266A (at Carpet to Resilient Flooring transitions) 1 Viewer Ives U696 (Provide 2 viewers at accessible units) 1 Smoke Seals Pemko S88 - Twice the height of the door plus the width 1 Intumescent Pemko HSS2000 x full perimeter of door 1 Door Stop: Spring Stop Don -Jo 1509 (1" dia, 3 1/8" base projection) 08 71 00-12 SECTION 08 7100 Door Hardware Page 13 of 29 (Where there is no wall space or there is a conflict with another door, provide overhead stop) Surface Stop Don -Jo 3123 Hardware Set #4 (Single Leaf Door - Interior Swing Door at Bedroom or Unit Bathroom) 1 '/2 Pair of Hinges 4 ''/2" x 4 I/2" plain baring, standard grade 3 (If pre -hung, included with door) 1 Privacy Lockset Schlage F40 Jazz 16-202 x 10-072 1 Spring Stop Don -Jo 1509 (1" dia, 3 1/8" base projection) OR — Hinge Pin Stops (Where insufficient wall space is available or conflict with adjacent door) Hardware Set #5 (Single Leaf Closet Door - Unit Closet) 1 '/z Pair of Hinges 4 'h" x 4 ''/z" plain baring, standard grade 3 (If pre -hung, included with door) 1 Passage Lockset Schlage FC10 Jazz 16-202 x 10-072 1 Spring Stop Don -Jo 1509 (1" dia, 3 1/8" base projection) OR Heavy Duty Hinge Pin Stops (Where insufficient wall space is available) Hardware Set #6 (Pair of Closet Doors in Units) 2 Pair of Hinges Hager 4'/z" x 4'/z" plain baring, standard grade 3 2 Dummy Trim Schlage AL170, Jupiter 2 Roller Catches Ives 336 (top mount) 2 Spring Stops Don -Jo 1509 (1" dia, 3 1/8" base projection) OR Heavy Duty Hinge Pin Stops (Where insufficient wall space is available) Hardware Set #7 (Single Leaf Mechanical Closet Door - Interior) 1 '/z Pair of Hinges 4 ''/z" x 4 '/2" plain baring, standard grade 3 (If pre -hung, included with door) 1 Deadbolt Schlage B561 12-290 x 10-092 1 Threshold Hager 560S Threshold (bumper stop for sound mitigation) 1 Weather Strip Pemko S88 Gasket (for Sound) 1 Spring Stop Don -Jo 1509 (1" dia, 3 1/8" base projection) 08 71 00-13 Hardware Set #9 (Typical Unit Storage Locker) 1 '/z Pair of Hinges Hager 1279 4 ''/z" x 4'/2" x NRP (If pre -hung, provide with door) 1 Deadbolt Schlage B561 x 12-290 x 10-92 (verify) r z i oek Hasp Note: Deadbolts to be keyed individually per Owner's instructions Option to provide pre -hung door ifarAed to be 10 Series - Exterior Single Leaf HM Doors Hardware Set #11 (Single Leaf, Exterior HM Door) 1112 Pair of Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB1199-NRP (for doors over 36" wide) 1 Exit Device Falcon 25-R x 512-NL x 2" less width of door 1 IC Mortise Cylinder Schlage 20-061 1 Closer w/ Stop Falcon SC71DS 1 Kick Plate Hager 1945 12" x 1" less than door width 1 Threshold Hager 421 S x width of door opening 1 Door Bottom Hager 783S x Neoprene (width of door) 1 Set Weather Strip Hager 891 SD x full perimeter of opening 1 Rain Drip Hager 810SD x width of door plus 4" Add: Electric Strike / Access Control where noted Hardware Set #11B (Single Leaf, Exterior HM Door) 1 '/z Pair of Hinges Hager BB 1191-NRP (for doors up to 36" wide), 1 Exit Device 1 Closer w/ Stop 1 Kick Plate 1 Threshold 1 Door Bottom 1 Set Weather Strip 1 Rain Drip Hardware Set #15 Hager BB1199-NRP (for doors over 36" wide) Falcon 25-R x 512E BE x 2" less width of door Falcon SC71DS Hager 194S 12" x 1" less than door width Hager 421 S x width of door opening Hager 783 S x Neoprene (width of door) Hager 891 SD x full perimeter of opening Hager 810SD x width of door plus 4" (Single Leaf , Exterior HM Door — Second Floor Patio Deck) 1 '/z Pair of Hinges Hager BB1191-NRP 4'/2" x 4'/z" 1 Lockset Schalge ND70PD x SAT (Key on inside. 1 Deadbolt Schlage B662P (Keyed on either side) 1 Closer Falcon SC71 1 Door Bottom Hager 783 S x Neoprene (width of door) 1 Threshold Hager 421 S x width of door opening 1 Weather Strip 1 Rain Drip SECTION 08 7100 Door Hardware Page 14 of 29 Outside Lever always unlocked) 08 71 00-14 Hardware Set #21 (Double Leaf - Exterior Service Doors) 6 Hinges 1 Mortised Lockset 1 Manual Flush Bolts 1 Dust Proof Strike 2 Closers with holds 1 Coordinator 1 Mounting Bracket 2 Kick Plates 1 Threshold 1 Weather seal 1 Astragal 2 Door Shoes 1 Rain Drip Hardware Set #22 SECTION 08 7100 Door Hardware Page 15 of 29 Hager BB1191-NRP (for doors up to 36" wide), Hager BB1199-NRP (for doors over 36" wide) Schlage L 9080 x 06 Hager 282D (top & bottom) Hager 280X LCN 4031 CUSH (Each leaf) Hager 297D x Hager 297M Hager 194S 12 x 1" less than door width each leaf Hager 421 S (Full width of opening) Hager 863S (Full perimeter of opening) Hager 779S V (Length of Doors) 810S (Width of both doors plus 4 inches) (Double Leaf - Exterior Service / Delivery Doors) 6 Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB 1199-NRP (for doors over 36" wide) 2 Exit Devices Lever Trim with Rim Cylinder on Exterior side 1 Sets Auto Flush Bolts Hager 292D 2 Closers with holds LCN 4031 CUSH (Each leaf) 1 Coordinator Hager 297D x 1 Mounting Bracket Hager 297M 1 Dust Proof Strike Hager 280X 2 Armor Plates Hager 204S 34" x 1" less than door width each leaf 1 Threshold Hager 421 S (Thermally Broken, Full width of opening) 1 Weather seal Hager 863 S (Full perimeter of opening) 1 Astragal 2 Door Shoes Hager 779S V (Length of Doors) 1 Rain Drip 810S (Width of both doors plus 4 inches) 1 Viewer Ives U6996 Coordinate with above hardware with Access control Hardware Set #23 (Double Leaf - Exterior, HM - Electrical Room) 6 Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB1199-NRP (for doors over 36" wide) 2 Exit Devices Lever Trim with Rim Cylinder on Exterior side 1 Sets Auto Flush Bolts Hager 292D 1 Dust Proof Strike Hager 280X 2 Closers with holds LCN 4031 CUSH (Each leaf) 1 Coordinator Hager 297D x 1 Mounting Bracket Hager 297M 2 Kick Plates Hager 1945 12 x 1" less than door width each leaf 08 71 00-15 SECTION 08 7100 Door Hardware Page 16 of 29 Threshold Hager 421 S (Full width of opening) Weather seal Hager 8635 (Full perimeter of opening) Astragal Door Shoes Hager 7795 V (Length of Doors) Rain Drip 810S (Width of both doors plus 4 inches) Hardware Set #24 (Exterior, Double Door with Center Mullion ) Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB 1199-NRP (for doors over 36" wide) 2 Mortised Locksets Schlage L 9070 x 06 (one, classroom on right leaf from outside, keyed from inside) Schlage L 9070 x 06 (no exterior trim if possible on left leaf outside, key from inside) 2 Mortise Cylinders Schlage 80-102 2 Closers Falcon SC71 (Each leaf) 1 Center Mullion Non -removable preferred, Option to use removable mullion VD KR4954 1 Threshold Hager 421 S (Full width of opening) 1 Weather seal Hager 863S (Full perimeter of opening) 2 Door Shoes Hager 779S V (Length of Door 1 Rain Drip 8105 (Width of both doors plus 4 inches) Hardware Set #24A (Exterior, Double Door with Center Mullion) Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB1199-NRP (for doors over 36" wide) 2 Mortised Locksets Schlage L 9493EL x 06 with escutcheon lock indicators (one, classroom on right leaf from outside, keyed from inside) Schlage L 9493EL x 06 with escutcheon lock indicators (no exterior trim if possible on left leaf outside, key from inside) 2 Mortise Cylinders Schlage 80-102 2 Closers Falcon SC71 (Each leaf) 1 Center Mullion Non -removable preferred, Option to use removable mullion VD KR4954 1 Threshold Hager 421 S (Full width of opening) 1 Weather seal Hager 863S (Full perimeter of opening) 2 Door Shoes Hager 779S V (Length of Door 1 Rain Drip 810S (Width of both doors plus 4 inches) Hardware Set #25 (Double Leaf - Exterior Doors to Exterior Activity Area) 6 Hinges Hager BB1191-NRP (for doors up to 36" wide), Hager BB1199-NRP (for doors over 36" wide) 2 Exit Devices Lever Trim with Rim Cylinder on Exterior side 1 Sets Auto Flush Bolts Hager 292D 2 Closers Falcon SC71 (Each leaf) 1 Coordinator Hager 297D x 1 Mounting Bracket Hager 297M 1 Dust Proof Strike Hager 280X 08 71 00-16 SECTION 08 7100 Door Hardware Page 17 of 29 2 Kick Plates Hager 204S 12" x 1" less than door width each leaf 1 Threshold Hager 421S (Thermally Broken, Full width of opening) 1 Weather seal Hager 863S (Full perimeter of opening) 1 Astragal 2 Door Shoes Hager 779S V (Length of Doors) 1 Rain Drip 810S (Width of both doors plus 4 inches) 1 Viewer Ives U6996 Coordinate with above hardware with Access control 30 Series — Interior Single Leaf HM Doors Hardware Set #30R (Single Leaf Rated HM Door with "S" label — Storage) 1 '/z Pair of Hinges Hager BB 1279 4 ''/z"x 4 '/2" (for door leaf up to 40" wide) Hager BB 1168 4 ''/2"x 4 '/2" (for door leaf over 40" wide) 1 Storeroom Lockset Schlage AL80PD x SAT x 11-096 x 10-025 1 Closer LCN 1 Kick Plate Hager 194S 10" x 2" less than door width 1 Wall Stop Hager 232W 1 Smoke Gasket Pemko S88 x full perimeter of door Hardware Set #31R (Single Leaf, Rated HM Door - Garage Level Interior Stair) 1 '/2 Pair of Hinges Hager BB 1279 4 'h"x 4 ''/z" (for door leaf up to 40" wide) Hager BB 1168 4 ''/z"x 4 ''/z" (for door leaf over 40" wide) 1 Storeroom ND80PD x Athens x 13-047 x 10-025 1 Power Transfer VD EPT-10 1 Door Operator LCN 4642 (Option to use Besam per spec section 08 71 13) 1 Actuator LCN-8310-856 1 Controller LCN CT-5000 1 Electric Strike AR 7240 (When access control is scheduled. Verify Voltage) 1 Closer Falcon SC81 x RW/PA 1 Kick Plate Hager 194S 12" x 2" less than width of door 1 Smoke Gasket Pemko S88D x twice the height of the door plus width 1 Wall Stop Hager 232W 1 Threshold Hager 404S 1 Door Bottom (width of door) Note: Provide Low Voltage, Access Control Reader (when scheduled) Hardware Set P31RE (Single Leaf, Rated HM Door - Garage Level Interior Stair) 1 'h Pair of Hinges Hager BB 1279 4 'h"x 4 ''/z" (for door leaf up to 40" wide) Hager BB 1168 4'/z"x 4'/z" (for door leaf over 40" wide) 1 Exit Device Falcon F-25-R 51 OL-NL x Avalon 1 Power Transfer VD EPT-10 1 Door Operator LCN 4642 (Option to use Besam per spec section 08 71 13) 1 Actuator LCN-8310-856 1 Controller LCN CT-5000 08 71 00-17 1 Electric Strike AR 7240 (When access control is scheduled. Verify Voltage) 1 Closer Falcon SC81 x RW/PA 1 Kick Plate Hager 194S 12" x 2" less than width of door 1 Smoke Gasket Pemko S88D x twice the height of the door plus width 1 Wall Stop Hager 232W 1 Threshold Hager 404S 1 Door Bottom (width of door) Note: Provide Low Voltage, Fob Access Control (when scheduled) Hardware Set #37R (Single Leaf, Rated HM Door — Elevator Lobby) 1 '/z Pair of Hinges Hager BB 1168 4 '/2"x 4'/z" (for door leaf over 40" wide) 1 Exit Device Falcon F-25-R 510L-BE x Avalon 1 Closer Falcon SC71 x RW/PA 1 Kick Plate Hager 194S 12" x 2" less than width of door 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Wall Stop Hager 232W When 32RH is Scheduled, Add: 1 Mag Hold ABH 2100 semi -recessed x standard catch (& Omit Wall Stop) Hardware Set #33R (Single Leaf, Rated Interior HM Door Stair) 1 'h Pair of Hinges Hager BB 1279 4 ''/z"x 4 ''/2" (for door leaf up to 40" wide) Hager BB 1168 4'/z"x 4'/2" (for door leaf over 40" wide) I Exit Device Falcon F-25-R 510L-BE x Avalon I Closer Falcon SC71 x RW/PA I Kick Plate Hager 194S 12" x 2" less than width of door I Smoke Gasket Pemko S88 x twice the height of the door plus width I Threshold Hager 412SA 1 Door Bottom Hardware Set #35 (Single Leaf HM Door) 1 '/z Pair of Hinges 1 Passage Latch 1 Closer 1 Kick Plate 1 Wall Stop 1 Threshold 1 Door Shoes 1 Gasket lardware Set 436R Hager BB1279 4'/2"x 4'/z" (for door leaf up to 40" wide) Hager BB 1168 4 ''/z"x 4 ''/z" (for door leaf over 40" wide) Schlage AL10S x SAT x 11-096 x 10-025 Falcon SC71 Hager 194S 12" x 2" less than door width Hager 232W SECTION 08 7100 Door Hardware Page 18 of 29 (Single leaf, Rated HM or Wood Door - Electrical Room (with electrical distribution equipment rated 800Amps or greater) 1 '/z Pair of Hinges Hager 1279 4 ''/2"x 4 ''/z" (for door leaf up to 40" wide) Hager 1168 4'/z"x 4'/z" (for door leaves over 40" wide) 08 7100-18 SECTION 08 7100 Door Hardware Page 19 of 29 1 Exit Device Falcon F25V with Storeroom Trim (NL) 1 Closer Falcon SC81 (w/ Stop if no wall available) 1 Kick Plate- Hager 194S 12" x 2" less than door width 1 Wall Stop Hager 232W 1 Smoke Gasket Pemko S88 x perimeter of doors (Add intumescent at wood doors) 40 Series — Interior Single Leaf Wood Doors Hardware Set #40 (Single Leaf Wood Door, Non -Rated- Storage Room) 1 'h Pair of Hinges Hager 1279 NRP 4'h"x 4'/2" 1 Storeroom Lockset Schlage AL80PD x SAT x 11-085 x L.S. 1 Kick Plate Hager 194S 10" x 2" less than door width 1 Stop Wall Stop Hager 236W (If wall is available) Overhead Stop (If no wall or conflict with another door) Hardware Set #4.011 (Single Leaf, Rated Wood Door — Mechanical, Electrical, Janitor Rooms) 1 '/2 Pair of Hinges Hager BB 1279 4 '/2"x 4 'h" 1 Storeroom Lockset Schlage AL80PD x SAT x 11-096 x 10-025 1 Closer Falcon SC81 1 Closer with Stop Falcon SC81DS (where no wall is available to apply wall stop) 1 Kick Plate Hager 194S 10" x 2" less than door width 1 Wall Stop Hager 232W (Omit when Closer with stop is used / no wall for stop) 1 Smoke Gasket Pemko S88 x full perimeter of door 1 Intumescent Pemko HSS2000 x full perimeter of door (Keyed per owner instructions) Hardware Set #41R (Single Leaf, Rated Wood Door from Corridor to Stairs "S" label) 1 '/z Pair of Hinges Hager BB 1279 4 'h"x 4 ''/z" (for doors up to 40" wide) Hager BB 1168 4 '/2"x 4 '/z" (for doors over 40" wide) 1 Exit Device Falcon F25-R-510L-BE x Avalon I Closer Falcon SC71 x RW/PA 1 Kick Plate Hager 194S 10" x 2" less than width of door I Smoke Gasket Pemko S88 x twice the height of the door plus width I Intumescent Pemko HSS2000 x full perimeter of wood doors only 1 Wall Stop Hager 232W When Noted 41RA: Provide Electric Strike for Access Control. Hardware Set #41RS (Single Leaf, Rated Wood or HM Door for Security usually within Stairs) 1 '/z Pair of Hinges Hager BB 1279 4 %"x 4'/z" (for doors up to 40" wide) Hager BB1168 4'/z"x 4'/z" (for doors over 40" wide) 08 71 00-19 SECTION 08 7100 Door Hardware Page 20 of 29 1 Exit Device Falcon FSA-F-25-R-510L-NL x Avalon 1 Cylinder Schlage 20-061 1 Electric Strike 1 Power Transfer Von Duprin EPT-10 1 Power Supply Von Duprin PS902 1 Closer Falcon SC71 x RW/PA 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door 1 Wall Stop Hager 232W Note: Provide Access Control. Low voltage Hardware Set #42 (Single Leaf Wood Door (Not Rated) - Single Occupant Restroom) 1 '/2 Pair of Hinges Hager BB 1279 4'/z"x 4'/2" 1 Privacy Lockset AL40S x SAT x 11-068 x L.S. 1 Dead Bolt (Occ. Ind.) Schlage B500 Series Thumb -turn with Occupied Indicator B571 1 Closer Falcon SC81 1 Wall Stop Hager 236W 1 Kick Plate Hager 194S 10" x 2" less than width of door Hardware Set #42R (Single Leaf, Rated Wood Door - Single Occupant Restroom) 1 '/2 Pair of Hinges Hager BB 1279 4 '/z"x 4 '/z" 1 Privacy Lockset AL40S x SAT x 11-068 x L.S. 1 Closer Falcon SC81 1 Wall Stop Hager 236W 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Smoke Gasket Pemko S88 x full perimeter of door 1 Intumescent Pemko HSS2000 x full perimeter of door Hardware Set 442ROI (Single Leaf Wood Door, Rated — Single Occupant Rest Room, Treatment Room) 1 '/2 Pair of Hinges Hager BB 1279 4 ''/z"x 4'/z" 1 Entrance Lockset Schlage AL53PD x JUP x 11-085 x 10-025 1 Deadbolt Dorma D871 dead bolt with occupancy indicator (UL Listed for up to 3 hours) 1 Closer Falcon SC81 x RW / PA 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Wall Stop Hager 236W 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door Hardware Set #43 (Single Leaf Wood Door, Non -Rated — Office) 1 '/z Pair of Hinges Hager 1279 4 '/z"x 4 '/z" 1 Classroom Lockset Schlage AL70PD x JUP x 11-085 x 10-025 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Wall Stop Hager 236W 08 71 00-20 SECTION 08 7100 Door Hardware Page 21 of 29 Hardware Set #43R (Single Leaf, Rated Wood Door — Office, Laundry, Salon) 1 1/z Pair of Hinges Hager BB 1279 4 1/z"x 4'/2" (for doors up to 40" wide) Hager BB 11684 '/z"x 4 '/2" (for doors over 40" wide) 1 Classroom Lockset Schlage AL70PD x JUP x 11-085 x 10-025 1 Closer Falcon SC81 x RW / PA 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Wall Stop Hager 236W 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door When Scheduled (43RH), Add: 1 Magnetic Hold Open ABH 2100 (Semi -Flush, Verify Catch depth to permit door to be held open 90 degrees) (Omit Wall Stop) Key per owner instructions Hardware Set #43E (Single Leaf Wood Door, Non -Rated — Office Suites) 1 1/2 Pair of Hinges Hager 1279 4 11/2"x 4 %" 1 Entrance Lockset Schlage AL53PD x JUP x 11-085 x 10-025 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Wall Stop Hager 236W Hardware Set #43RA (Single Leaf, Rated Wood Door — Office with Access Control) 1 1/2 Pair of Hinges Hager BB 1279 4 '/z"x 4 %z" (for doors up to 40" wide) Hager BB 11684 11/2"x 4 1/z" (for doors over 40" wide) I Storeroom Lockset Schlage AL80PD x SAT I Electric Strike I Closer Falcon SC81 x RW / PA l Kick Plate Hager 194S 10" x 2" less than width of door l Wall Stop Hager 236W l Smoke Gasket Pemko S88 x twice the height of the door plus width I Intumescent Pemko HSS2000 x full perimeter of door (Access Control for specific Credentials per owner instructions) Hardware Set #4411 (Single Leaf, Rated Door — Theater, Community Room 1 'h Pair of Hinges Hager BB 1279 4 1/z"x 4 '/z" 1 Exit Rim Device Falcon F25-R-DT 1 Electric Lockset 1 Closer Falcon SC71 x RW/PA 1 Kick Plate Hager 194S 12" x 2" less than width of door 1 Wall Stop Hager 236W 1 Smoke Gasket Pemko S88D x twice the height of the door plus width 08 71 00-21 SECTION 08 7100 Door Hardware Page 22 of 29 1 Intumescent Pemko HSS2000 x full perimeter of door Note: Electric Lockset (controlled by software timer) after hours by card / key for Owner / staff access. Hardware Set #44RH (Single Leaf, Rated Wood Door — Fitness / Assembly Occupancy) 1 '/z Pair of Hinges 4'/z"x 4'/2" (for doors up to 40" wide) BB 11684 %2"x 4 ''/z" (for doors over 40" wide) 1 Exit Device Falcon F-25-R-510L x Avalon 1 Closer Falcon SC81 x RW / PA 1 Kick Plate Hager 194S 10" x 2" less than width of door 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door 1 Magnetic Hold Open ABH 2100 (Semi -Flush, Verify Catch depth to permit door to be held open 90 degrees) 08 71 00-22 SECTION 08 7100 Door Hardware Page 23 of 29 Hardware Set #45 (Single Leaf, Wood Door) 1 '/z Pair of Hinges Passage Latch Closer Kick Plate Wall Stop Gasketing (for sound) Hardware Set #45R Hager BB 12794 %"x 4 '/z" Hager BB11684'/z"x 4'/2" (for doors over 40" wide) Schalge AL10S x Jupiter. Falcon SC81 Hager 1945 10" x 2" less than width of door Hager 236W Pemko S88 x twice the height of the door plus width (Single Leaf, Rated Wood Door — Elevator Lobby, Stairs, Dining) 1 '/2 Pair of Hinges Hager BB 12794 %"x 4 '/2" Hager BB t 168414"x 4'/2" (for doors over 40" wide) 1 Exit Device Falcon F-25-R-510L-BE x Avalon x 1" less width of door 1 Closer Falcon SC81 1 Kick Plate Hager 1945 10" x 2" less than width of door 1 Wall Stop Hager 236W 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door When Scheduled, Add: (45RH) 1 Magnetic Hold Open ABH 2100 (Semi -Flush, Verify Catch depth to permit door to be held open 90 degrees) (Omit Wall Stop) Hardware Set #46 (Single Leaf, Wood Doors — Closet) 1 'h Pair of Hinges Hager 1279 4 '/z"x 4 '/z" 1 Passage Latch Schalge AL10S x JUP x 11-068 x L.S. 1 Stop Wall Stop Hager 236W (If wall is available) Overhead Stop (If no wall or conflict with another door) Hardware Set #4611 (Single Leaf, Rated Wood Doors — Trash / Recycling) 1 '/2 Pair of Hinges Hager BB 1279 4 %z"x 4 %" 1 Passage Latch Schalge ND10S x ATH x 11-116 x L.S. 1 Closer Falcon SC71 x RW/PA (with stop feature when no wall is available for wall stop) 1 Kick Plate Hager 1945 12" x 2" less than width of door 1 Wall Stop Hager 236W 1 Smoke Gasket Pemko S88 x twice the height of the door plus width 1 Intumescent Pemko HSS2000 x full perimeter of door Hardware Set #47 08 7100-23 SECTION 08 7100 Door Hardware Page 24 of 29 (Typical Common Area Mechanical Closet) 1 '/2 Pair of Hinges Hager 1279 4 '/z" x 4 ''/z" 1 Dead Bolt Schlage B561 (grade 2 with blank plate) SAS 1 Gasketing Pemko S88 x door perimeter 1 Stop Wall Stop Hager 232W (where wall is available) Over Head Stop Glynn Johnson 454S (when no wal I is available) Hardware Set #48 (Single Leaf Wood Door, Not Rated — Multi -Occupant Restroom) 1 '/z Pair Hinges Hager 1279- 4 '/z"x 4 '/z" 1 Push Plate Trimco 1001 3/4" x 16" 1 Pull Plate Trimco 1017 %" x 16 w/8" pull 1 Closer Donna 8616AF86P 1 Set Silencers 1 Wall Stop Hager 236W 1 Kick Plate Hager 194S 12" x 2" less than width of door Hardware Set #48D (Single Leaf Wood Door, Not Rated — Kitchen to Dining) 3 Hinges Hager BB 1279- 4 '/z"x 4 'h" 1 Push Plate Trimco 1001 3/4" x 16" 1 Pull Plate Trimca1017 3/4" x 16 w/8" pull (Omit if two, one-way doors are provided) 1 Dead Bolt Schlage B680 (Thumb Turn on Kitchen side, no trim on Dining side) Dorma D881 1 Closer Donna 8616AF86P 1 Set Silencers 1 Wall Stop Hager 236W 1 Kick Plate Hager 194S 16" x 2" less than width of door Hardware Set #4811 (Single Leaf Wood Door, Rated — Staff Break Room, Multi -Occupant Restroom) 3 Hinges Hager BB 1279 - 4 %a"x 4 FJZ" 1 Passage Latch Schalge AL70PD x Jupiter x 11-085 x L.S. 1 Closer Falcon SC81 x RW / PA 1 Smoke Gasket Pemko S88 x perimeter of door 1 Wall Stop Hager 236W 1 Kick Plate Hager 194S 10" x 2" less than width of door 50 Series - Interior HM Pair of Doors Hardware Set #50R (Pair of Rated HM Doors - Trash Room, Maintenance) 3 Pair of Hinges Hager BB 1279 4'/z"x 4'/z" (for leaves under 40" wide) Hager BB 11684 ''/z"x 4 %" (for leaves over 40" wide) 1 Storeroom Lockset Schlage ND80PD x Rhodes x 13-047 x 10-025 08 71 00-24 SECTION 08 7100 Door Hardware Page 25 of 29 Closers w/ Stop Falcon SC70 - 3077DS Coordinator Hager 297D x Mounting Bracket Hager 297M Auto Flush Bolt Hager 295M with Fire Bolt (*292D) Dust Proof Strike(s) Hager 280X (Option to omit Fire Bolt & provide AFB each leaf with Dust Proof Strikes except at Trash Room) Armor Plates Hager 204S 34" x 1" less than door width each leaf (.125 ga / 3mm) Smoke Gasket Pemko S88 x perimeter of doors (if walls are available, provide wall stops) 2 Wall Stops Hager 232W Hardware Set #51RH (Pair of Rated HM, Passage Doors with Magnetic Holds) 3 Pair of Hinges Hager WTBB 1279 4 %" x 5" Wide Throw (verify depth to coordinate with hold open depth) 1 Passage Lockset Schalge ND10S RHO 14-042 1 Sets Auto Flush Bolts Hager 293D, (with Fire Bolt) - VERIFY 1 Coordinator Hager 297D x 1 Mounting Bracket Hager 297M 1 Astragal Reese F-M35A x door height (primed for paint finish) 2 Closers Falcon SC 81 Ra/PA 2 Magnetic Hold Opens Dorma EM505-24120 (with CP-Short door catch if semi -recessing is possible) Donna EM508-24120 (with CP-Short door catch if recessing is not possible) 2 Kick Plates Hager 194S 10" x 2" less than door width 1 Smoke Gasket Pemko S88 x full perimeter of door Hardware Set #52RH (Pair of Rated HM Doors, Opposing Swing / Double Egress - Corridors at Separation Walls) 3 Pair of Hinges Hager BB 1279 4 ''/z"x 4 ''/z" 2 SVR Exit Devices Falcon 25-V x Exit Only x LBR x SNB (See Door Schedule for door sizes) Provide concealed rods typical in HM door leaves 2 Closers Falcon SC81 x RW / PA 2 Magnetic Hold Opens ABH 2100 (Semi -Recessed, Verify / Coordinate catch lengths required to hold door at 90 degrees in the open position) 2 Kick Plates Hager 194S 10" x 1" less than door width (push side of each door) 1 Smoke Gasket Pemko S88 x full perimeter of door * Astragal (Match door Finish) Hardware Set #54 (Pair of HM Doors — Low Voltage Room (Interior — Non -Rated doors) 3 Pair of Hinges Hager 1279 4'/z"x 4'/z" (for door leaf up to 40" wide) Hager 1168 4 ''/z"x 4 'h" (for door leaves over 40" wide) 1 Storeroom Lockset Schlage ND80PD x Athens (inside trim: blank on inactive leaf, lever on active leaf) 2 Manual flush bolts 282D ( 1 set top & bottom) 08 71 00-25 SECTION 08 7100 Door Hardware Page 26 of 29 1 Dustproof strike 280X 1 Threshold Hager 4125 (full width of opening) 2 Door Bottoms Hager 7795 V (width of doors) 1 Gasketing Pemko S88 x perimeter of doors 1 Astragal Hager 837S (Primed for paint) Hardware Set 055R (Pair of Rated HM Doors — Pool Equipment Room, Storage) 3 Pair of Hinges Hager BB1279 4'/z"x 4'/z" (for leaves under 40" wide) Hager BB 11684 %"x 4 ''/z" (for leaves over 40" wide) 1 Storeroom Lockset Schlage ND80PD x Rhodes x 13-047 x 10-025 (inside trim: blank on inactive leaf, lever on active leaf) 2 Closers w/ Stop Falcon SC71 - 3077DS 2 Manual flush bolts 282D ( 1 set top & bottom) 1 Dustproof strike 280X 2 Kick Plates Hager 194S 10" x 1" less than door width each leaf 1 Smoke Gasket Pemko S88 x perimeter of doors (if walls are available, provide wall stops) 2 Wall Stops Hager 232W 60 Series — Interior Wood Pair Hardware Set #60 (Pair Wood Doors — Storage ) 3 Pair of Hinges Hager 1279 4 ''/z"x 4 '/2" (for door leaf up to 40" wide) Hager 1168 4 %"x 4 %" (for door leaves over 40" wide) 1 Storeroom Lockset Schlage AL80PD x Jupiter (inside trim: blank on inactive leaf, lever on active leaf) 1 Set, Manual flush bolts Hager 283D 1 Dustproof strike Hager 280X 1 Top Strike 2 Wall Stops Hager 232W Hardware Set 460R (Pair of Rated Wood Doors — Mechanical / Electrical Room ) 3 Pair of Hinges Hager 1279 4'/z"x 4'/z" (for door leaf up to 40" wide) Hager 1168 4'/2"x 4'/2" (for door leaves over 40" wide) 1 Storeroom Lockset Schlage AL80PD x Jupiter x 11-085 x 10-025 2 Closer (with Stop) Falcon SC81 DS (option to omit stop if wall stops can be used) 1 Auto flush bolts 283D Hager 295W with Fire Bolt 1 Coordinator Hager 297D x 1 Mounting Bracket SchIage 297N # Wall Stops Hager 232W (provide if wall available and closer is not being provided w/ stop) * Astragal (Match door Finish) 08 71 00-26 SECTION 08 7100 Door Hardware Page 27 of 29 Hardware Set #61 (Pair Wood Doors — Theater (in -swinging doors fewer than 50 occupants) 3 Pair of Hinges Hager BB 1279 4 %"x 4'/2" (Provide Wide throw at 180 swings) Hager WTBB 1279 4 ''/z" x 5" Wide Throw (verify depth to coordinate w/ hold open depth) 1 Classroom Schlage AL70PD x JUP (active leaf) 2 Closers Falcon SC81 x RW / PA 1 Auto flush bolt Hager 295W Automatic Flush Bolt (top only with Fire Bolt) 1 Coordinator Hager 297D 1 Mounting Bracket Hager 297N 2 Automatic Door Holds Hager 326W 2 Kick Plates Hager 194S 10" x 1" less than door width 1 Gasket Pemko S88 x sides and top perimeter of door opening Hardware Set #61RH (Pair of Rated Wood Doors — Elevator Lobby) 3 Pair of Hinges Hager BB 1279 4'/z"x 4'/z" (Provide Wide throw at 180 swings) Hager WTBB 1279 4 ''/z" x 5" Wide Throw (verify depth to coord w/ hold open depth) 1 Passage Latch Schalge AL10S (active leaf) 2 Closers Falcon SC81 x RW / PA 1 Auto flush bolt Hager 295W Automatic Flush Bolt (top only with Fire Bolt) 1 Coordinator Hager 297D 1 Mounting Bracket Hager 297N 2 Magnetic Holds ABH 2100 (Semi -Recessed, Coordinate catch lengths to hold doors as shown on plans) 2 Kick Plates Hager 194S 10" x 1" less than door width 1 Smoke Gasket Pemko S88 x sides and top perimeter of door opening 1 Intumescent Pemko HSS2000 x full perimeter of doors 1 Astragal Hardware Set #62RH (Pair of Rated Wood Doors, Opposing Swing / Double Egress - Corridors at Separation Walls) 3 Pair of Hinges Hager BB 1279 4 ''/2"x 4 '/z" 2 SVR Exit Devices Falcon 25-V x Exit Only x LBR x SNB (See Door Schedule for door sizes) 2 Closers Falcon SC81 x RW / PA 2 Magnetic Hold Opens ABH 2100 (Semi -Recessed, Verify / Coordinate catch lengths required to hold door at 90 degrees in the open position) 2 Kick Plates Hager 194S 10" x 1" less than door width (push side of each door) 1 Smoke Gasket Pemko S88 x full perimeter of door 1 Intumescent Pemko HSS2000 x full perimeter of door * Astragal (Match door Finish) Hardware Set #63 (Pair of Wood Doors — Assembly Occupancy) 3 Pair of Hinges Hager BB 1279 4 '/2"x 4 '/z" (Provide Wide throw at 180 swings) 08 71 00-27 SECTION 08 7100 Door Hardware Page 28 of 29 Hager WTBB 1279 4 ''/z" x 5" Wide Throw (verify depth to coordinate w/ hold open depth) 2 Exit Devices Falcon F-25-V x 510L (Lock/Unlock) x SNB (Both Leaves to be Active) 2 Closers Falcon SC81 x RW / PA 2 Automatic Flush Bolts Top & bottom (both leaves active) 2 Dust Proof Strikes Hager 280X 2 Automatic Door Holds Hager 326W 2 Kick Plates Hager 194S 10" x 1" less than door width 1 Silencer Set Pemko S88 x full perimeter of door Hardware Set #63R (Pair of Rated Wood Doors — Crafts, Activity Room, Assembly Occupancy) 3 Pair of Hinges Hager BB 1279 4 '/z"x 4 '/z" (Provide Wide throw at 180 swings) Hager WTBB 1279 4 %2" x 5" Wide Throw (verify depth to coordinate w/ hold open depth) Exit Devices Closers Automatic Flush Bolts Kick Plates Smoke Gasket Intumescent 63RH add: 2 Magnetic Holds Hardware Set #64 (Pair of Doors — Dining, Closet) Falcon F-25-V x 510L-BE x LBR x SNB (Both Leaves to be Active) Falcon SC81 x RW / PA Top Only (both leaves active) Hager 194S 10" x 1" less than door width Pemko S88 x full perimeter of door Pemko HSS2000 x full perimeter of door ABH 2100 (Semi -Recessed, Coordinate catch lengths to hold doors as shown on plans) 3 Pair of Hinges Hager 1279 4'/2" x 4!/2" (Verify — 180 degree swing required) 4 Dummy Trim Schlage AL170, Jupiter (one each side of each door leaf) 2 Ball Catches Ives 347 (with strike, top mount) 2 Wall Stops Hager 232W (Substitute Heavy Duty Hinge Stops when no wall is available) Hardware Set #65 (Pair of Wood Doors — (Interior — Non -Rated doors) Pair of Hinges Hager 1279 4 %2"x 4 ''/z" (for door leaf up to 40" wide) Hager 11684 ''/2"x 4 ''/z" (for door leaves over 40" wide) Storeroom Lockset Schlage AL80PD x Jup (inside trim: blank on inactive leaf, lever on active leaf) Manual flush bolts 282D ( 1 set top & bottom) Dustproof strike 28OX Threshold Hager 412S (full width of opening) Silencers 08 71 00-28 Hardware Set #68AH (Pair of Wood Doors 3 Pair of Hinge 2 Push Plate 2 Pull Plate 2 Closers 2 Kick Plates 1 Gasket (or Si 2 Automatic H SECTION 08 7100 Door Hardware Page 29 of 29 - to subdivide open public space) Hager BB1279WT 4'/z"x 5" (Coordinate Wide throw dimension with hold) Trimco 1001 V x 16" Trimco1017 V x 16 w/8" pull Falcon SC81 x RW / PA Hager 194S 10" x 1" less than door width -ncers) Pemko S88 x full perimeter of door(s) Ids Hager 326W (Top Mounted) Special & Unique Doors -END OF SECTION- 08 71 00-29 SECTION 10 21 13 Toilet Compartments Page 1 of 2 SECTION 10 2113 - TOILET COMPARTMENTS PART 1: GENERAL 1.01 SECTION INCLUDES A. Toilet partitions. B. Urinal screens. 1.02 RELATED SECTIONS A. Section 10 28 00 - Toilet & Bath Accessories. 1.03 SUBMITTALS A. Section 01 33 00 - Submittal Procedures. 1. Shop Drawings showing scale, drawings of plan, elevations of compartments, indicate clearly the hardware and accessories to be furnished. Verify field dimensions. Part of the submittal may consist of standard brochures. 2. 2 samples of specified color or 2 samples of custom color to match color specified. 1.04 DELIVERY, STORAGE AND HANDLING A. Section 01 60 00 -Product Requirements 1. Deliver compartments in suitable crating or packaging to prevent damage in transit and storage. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Global Steel Products Corp. B. Bradley Corporation C. General Partitions Manufacturing Corp. 2.02 MATERIALS A. Toilet Partition Type: Floor Mounted - Overhead Braced. 1. Provide 9 inch toe clearance minimum above the floor and extending 6 inches beyond the compartment side face of the partition, exclusive of partition support members. B. Urinal Screen Type: Wall Mounted. C. Construction: 20 gage, galvanized/bonderized steel. D. Finish: Baked enamel. E. Color: Selected by the Architect from standard finishes unless indicated on plans / decor 2.03 ACCESSORIES A. Hardware: Include hinge bracket, hinge assemblies, pilaster shoes, door latches, door strikes and keepers. Finish: Polished Chrome Plate. B. Door Latches: Provide emergency access. For accessible stalls provide latches that do not require tight grasping, pulling, or twisting of wrist to operate. Provide a "U" shaped handle on pull side of swing door. Mount hardware no more than 48 inches above the finished floor. 10 21 13-1 SECTION 10 21 13 Toilet Compartments Page 2 of 2 C. Swinging Doors: Provide coat hook with rubber tip. D. Provide wall bumper for out -swinging doors. E. Fastenings: Highly polished chrome plate finish. Provide theft -proof head through -bolt hex fasteners at hinge brackets, keepers and strike. F. Headrails: Anti -grip style. G. Coat Hook (at each toilet partition door) 2.04 FABRICATION A. Face plates of doors, stiles, and partitions will be cemented under pressure to core material and will be joined together at edge by spot welding around perimeter prior to application of interlocking edge molding. B. Prior to finish painting, parts will be thoroughly cleaned of oil, grease, and foreign matter. Exposed parts will be given 1 bonding undercoat and 1 finish coat of baked enamel. C. Door: Hung on gravity hinges. Each door will have strike and latch set with rubber bumper. D. Provide reinforcing in metal stud partitions for grab bars and accessories. PART 3: EXECUTION 3.01 INSTALLATION A. Comply with manufacturer's instructions and approved Shop Drawings for installation of partitions and screens. B. Conceal evidence of drilling in walls with the finished Work. C. Adjust hardware for proper operation and set hinges to hold doors ajar 15 degrees when unlatched. D. Field touch-up scratched and defaced enamel finish if approved by the Architect/. Engineer. If not approved by the Architect/Engineer, replace damaged Work with new materials. 3.02 CLEANING A. Remove protective maskings and clean surfaces; leave them free of soils and imperfections. END OF SECTION 10 21 13-2 N G 0 Z� C: r 7D m m -- D o u r N n -v,,r, I :!�% w 1 � r^ -� uuu��jjj r. m A a A II �Z i I ITI z c� 0 n O o „ I' mom- o� x m CA z o � D m ° Z P., C) O O (O CD 01 cn N O O CD N O - • A 1�- 10 5 3�� hiland Group Comprehensive Multifamily Construction & Development Services PLANNIN November 12, 2018 Traditions at Federal Way Project Narrative & Design Guideline Compliance Traditions at Federal Way is a new 6 story plus basement, 200 unit, affordable senior living apartment building located at the intersection of Pete Von Reichbauer Way (PVR Way) and S. 316th Place. Units vary from studios to 2bed/lbath apartments. Common amenity open spaces are provided for residents including: a library, lobby gathering, game/activity room, lounge, cards & billiards, fitness, crafts, workshop, theater, internet cafe, family dining, community deck, outdoor plaza, raised gardens, and pickleball court. Structured garage parking is located on the basement level and on the ground floor surrounding the main building entrance area. Traditions at Federal Way will be built as 6 stories over a basement. The basement and ground floors are of non-combustible type 1A construction (concrete walls and floors) and the residential floors above will be 5 stories of wood -framed type 5A construction. The exterior is a mixture of vinyl siding profiles and colors, fiber cement siding, colored concrete, architectural trimmed glazing, and flat roof with modulation parapets. Parking has been provided to meet the 1 space per unit requirement + 18 additional stalls. Living units will offer full kitchen and bathrooms, washer/dryers, and walk-in closets, private decks. No meal service or care service will be offered directly by Traditions. However, numerous social activities will be encouraged and offered at the common areas described above. Design guideline compliance: 040 Security Program (1)-(16): A crime prevention program follows this letter. The Project is essentially a zero lot line development with most of its activity and common area internal and behind secured entry points. There will only be one public entry point which will only be unlocked only during staffing hours. During all other hours this entry point will be controlled by electronic key card access and monitored via CCTV. Sheet A310 has a schedule of security items and their locations are shown on sheets A300 and A310. Exterior doors are either KF "key fob" access or "E" exit only. Further, garage entrance doors will use the same key fob control device and the man doors leading from the garage space into the building will again require key fob entry providing for 2 points of authentication into the building when entering from the garage. The exterior of the project will be well lighted and all entry points have units in close proximity with full sight lines. RECEIVED NOV 13 2018 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 ■ Tel: 509.891.5162 ■ Fax: 509.922.2251 CITY OF FEDERAL VYAY' www.InIandConstruction.com COMMUNFTYDEVELOPivlEW e 050 Site Design (1) General Criteria: The design intent is for the building footprint to utilize as much of the buildable area of the site as possible, while maintaining views for all units. The site provides opportunities for views of Mt. Rainier to the east and the Olympic Mountains to the west. The site topography allows the basement garage to be almost completely buried and necessitates a main entry location where the grades level off near surrounding property elevations. The length of the property creates a restriction for a thin building and the opportunity to S shape it which provides two outdoor opportunities: the main entry and an exterior plaza on the south side of the building. All exterior common areas and entry points are easily viewed from unit living rooms. Simple landscaping buffers will be easily maintained by the property and site lighting will ensure high visibility for pedestrians and crime prevention. Other pedestrian amenities included for our residents are a dog park & pickleball court on the west side of the building and a public seating area under the extended porto cochere entrance roof. Public seating has been incorporated along 316th and PVR Way. (2) Surface Parking Lots: Surface parking is limited to 5 guest spaces adjacent to the primary entry rop- off area. All of the other parking is on the interior of the building. (3) Parking Structure: The project provides 2 levels of parking; the entirety of the basement and two smaller garages surrounding the common areas on level 1. The basement level is accessed via PVR Way and the upper levels are accessed off the main drop off area. The short dimension of the parking garage does align with the ROW. The basement garage is almost completely buried and where it is exposed on the east elevation and partial north is colored to match a primary siding color. The east face of the garage also includes vegetated lattice and architectural louvers along with enhanced landscaping to breakup on obscure the elevation. The level 1 parking garage exterior is designed to match the residential levels using identical siding and window openings. Articulation is provided through material color and texture changes and Canopy's. The canopy dimensions have been added to sheet A501 to show meeting the requirement of 50% designated in FWRC 19.115.060(c). There are no views available into the parking garages. Windows at the garage levels are architectural only and will have opaque glazing and the garage doors are solid. (4) Pedestrian Circulation and Public Spaces: The primary building entrance is visible from PVR Way and accentuated by and oversized porto cochere. Pedestrians & vehicles are further drawn towards the 316 Place entrance by building signage and the oversized sidewalk leading up this street. The PVR Way garage entrance is muted by landscaping and only two openings to discourage access. Decorative planters and covered sidewalks lead pedestrians to the main entry. Decorative stamped and colored concrete lead pedestrians across the project's turnaround to the porto cochere seating area and then into the building. This same connection continues to the adjacent property. Public seating is provided at both 316th and PVR Way. (5) Landscaping: Landscaping has been provided to meet the requirements of chapter 19.125 on the east, west, and south elevations. The east buffer has been increased to 15' to help obscure the garage wall and highlight the garage entrance. The north property line is considered a 0-feet setback as allowed for senior housing and requires no landscape buffer. The Project will provide benches and raised planters for visible streetscape amenities to allow the 0-feet setback. 9 51 �4y 13 2018 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 a Tel: 509.891.5162 ■ Fax: 509. CITY OF FEDERAL WAY www.InIandConstruction.com COMMUNITY DEVELOPMENT (6) Commercial Service: The project does not qualify as commercial service or institutional facility. The on -site garbage collection is internal to the building and coordinates dumpster pickup between staff and WM so there is minimal exposure and only during pickup. There is no service yard. The pickle ball court utilizes removable bollards so delivery trucks can be staged in that location during tenant move in/out. The only chain link fence is 36' coated black vinyl surrounding the dog park. It is not visible from the public street and further obscured by landscaping buffers. (7) Miscellaneous Site Elements: Site lighting levels and locations comply with FWMC requirements. 060 Building Design (1) General Criteria: Significant grade changes within the site boundary have been used to step the building entry points and bury 1 level of parking. The building does not obstruct any public viewpoints. (2) Building Fagade Modulation: All building residential facades (level 2-6) comply with 2' modulation requirements. The level 1 garage has incorporated an identical siding and opening scheme to match the residential levels including material and color variations. Canopies have been added to meet the 2nd articulation requirement at garage levels. Dimensions have been added to the elevation sheet to show the 50% canopy requirements being met. The level 0 garage is only exposed on the eastern and a small portion of the northern elevation. It has also received canopies and will utilize a dark building primary color, vegetated wall lattice, and tall landscaping to obscure its appearance. The oversized landscape buffer in this area is 15' deep. (3) Building Articulation and Scale: The building design utilizes multiple siding textures and colors to add additional articulation to the exterior walls. The "S" shape of the building layout helps break the mass into 2 building. Private protruding decks and window trims add additional features. Canopies have been provided around level 1. Masonry is added to highlight the main entrance. An oversized landscape buffer is provided on the east elevation to help obscure the level 0 parking garage. The flat roof with varying overhangs and parapet heights create an interesting outline. (4) Methods to Reduce Building Massing: The building's "S" shape creates the appearance of 2 buildings dependent upon the street level view point thereby reducing the overall size of the project. The flat roof with varying parapet heights and overhangs further adds to the articulation of the exterior wall. The exterior material variation and color scheme help create multiple smaller levels as the eye extends toward the roof. 070 Building and Pedestrian Orientation (1) General Criteria: The property length and severe topography prevent the main entry from being located on PVR Way. We have included additional landscape buffer along PVR Way to meet the orientation requirements. The NE corner of the building will receive building signage and public art to help draw pedestrians up 316th place to the highly visible Porto Cochere. The projects north sidewalk includes decorative raised planters, canopies, and benches to further enhance the entrance to the Project. RECEIVE- NOV 13 2018 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 A Tel: 509.891.5162 ■ Fax: S09.922.2251 C MUNTY FEDERAL www.InlandConstruction.com � 090 District Guidelines (CC-C) (3a, i, ii, iii) The project has been designed with interior structured parking leaving only 5 surface stalls at the main entry. (3b) The building's principal entrance faces the private street S 316 Place due to the site topography and property perimeter length. The Project has an oversized Porto Cochere to visually signify the entrance from PVR Way. Additional landscape buffer has been added to PVR Way to help mute the basement level of the building and the addition of building signage, public art, canopies, and raised planters will help draw pedestrians and vehicles to the main entrance. (3c) Building articulation and massing are addressed above in 060 items 2 & 3. (3ci) All the building facades utilize similar modulation, material variation, protruding decks, and windows with trim to create appealing architecture. Canopies have been added to all sides of the building to increase modulation and provide pedestrian cover on the north sidewalk. The roof has been changed to a flat roof to allow for varying parapet heights and projections. Raised planters and artwork have been added to the northern sidewalk as a pedestrian feature. Landscaping has been used to obscure the basement wall which is only exposed on the eastern elevation and highlight the garage entrance. (3cii) Secondary facades match the primary. (3ciii) Not applicable. (3d) Pedestrian routes have been provide through the porto cochere and across the turnaround paving with stamped colored concrete of 18' and 12" wide respectively. They lead to the 12' walk on 316th place and then to PVR Way. (3e) Not applicable. (3f & g) The fagade of the above grade parking garage has been designed to match the residential levels above in all aspect less building articulation. The siding, window, and louver scheme make the level 1 parking indistinguishable. Articulation has been met by adding canopies over 50% of the building length. The level 0 garage that is exposed only on the east and small portion of the north uses canopies and vegetated trellises for articulation and a 15' landscape buffer to help obscure the wall. (3hi) Curtain wall glazing is not proposed. Chain link fence is not proposed on the project. (3j): (1g,h, I, j) Landscaping yards have been provided between the building and the public street. Parking stalls are inside the building and the 5 surface stalls have a strip of landscaping separating them from the private street. 12' pedestrian walkways lead from the main entrance to the public ROW. Light fixtures include full cut off shields and no private light poles exceed 20'. RECEIVE. 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 ■ Tel: 509.891.5162 a Fax: 509.922.22NOV 13 2018 www.InIandConstruction.com CITY OF FEDERALwry COMMUNITY DEVELOPMENT (3j): (1i, m, o) All the exterior common areas at grade have unit living rooms overlooking them and include: plaza, dog park, pickleball court, and main entry. No units are schedule for the main floor. The Project does not include carports or detached garages. (1q, r) The building design uses 4 different colors and 2 different siding materials that differentiate the building between base, middle, and upper floors. A flat roof has been included to provide modulation in parapet heights and add more variation than a pitched roof. Each unit has its own windows with trims and projecting deck. 115 Design Criteria for Residential Usable Open Space. (1) Common Open Space: Common opens space has been provided in accordance with this section to meet the 200 sf per unit requirement of 20,000 sf. Please see the schedule added to A100 for the list of spaces and sf calculation. Please feel free to contact me should you have any questions. Sincerely, Robert Ketner Development Manager Traditions at Federal Way, LLC 509-321-3204 robertk@inlandconstruction.com RECEIM�-D 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 Tel: 509.891.5162 ■ Fax: 509.922AW 13 2013 www.InIandConstruction.com CITY OFFEDD:t'.V4AY COMMUNITY GEV5L0PM'-' Inland Group Comprehensive Multifamily Construction & Development Services Traditions at Federal Way Crime Prevention Program Traditions at Federal Way is a secure facility and our security program has been continually improved through the development of 20 other existing Traditions/Affinity facilities. All exterior entrances have an electronic access system operated by resident key fobs that record movements, are continually recorded on CCTV and can be viewed in real time, and are well lighted. Sheets A300 and A310 have been updated to show our security feature locations. The schedule of devices is listed on sheet A310 and include: Camera locations, KF — key fob entry, D — door ajar alarms that sound and signal in case door does not close after 60 seconds, E — exit only doors for emergency egress that have no re-entry function, and T — telephone entry system for guest to make contact and be granted access from residents. Main Entry (lobby) — This is the only door open to public entry and only during staffing hours, 9 am to 7 pm. After staffing hours, it will require key fob entry or the use of the telephone entry system to gain access from a resident. North garage at level 1— This garage space will be open for visitors and staff use during staffing hours, 9 am to 7pm. After staffing hours, it will require key fob entry as the garage door will be closed. Guests parking inside this garage, during staffing hours, will be forced to exit through the garage door and enter through the main entry. The two entry points from this garage directly into the building, 1 to lobby and 1 to elevator, will remain locked at all times and require key fob access. Garages — The garages will have solid doors and opaque windows to prevent pedestrians from viewing inside. Resident's will need to use key fobs to gain entry to the garage doors. Once in the garage, residents will again need to use their key fob to gain entry to the elevators, stairs, or lobby areas. We provide 2 points of authentication at the garage spaces as it is the easiest point of invited entry by following a car through the garage door. The garage entry points and interior spaces are covered by CCTV to monitor undesired entry and resident to resident car damage. The interior garage spaces are lighted 24/7. Exterior doors — All exterior doors are provided with key fob access or are exit only with no re-entry function in the case of emergency egress doors. All exterior doors are provided with a door ajar alarm feature that sounds an audible alarm at the door location and sends a notification to the staff. This feature is designed to prevent someone from lodging the door in an unlocked position or to provide notification if a door fails to lock after passage. All exterior entry points are monitored by CCTV and additional cameras are placed inside at main points of entry. RECEIVE 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 ■ Tel: 509.891.5162 0 Fax: 509.9p�31 3 2018 CITY OF FEDERAL WAY www.InIandConstruction.com COMMUNITYDEVELODME-`: Visibility — There are no dwelling units located at grade to decrease the potential for illegal entry through a resident unit. All of the building entry points are located within easy view from the tenant dwelling units. Unit living rooms have 6' wide sliding glass doors which provide visibility to building entry points. All building entry points are well lighted. All exterior common areas are also easy to view from tenant living rooms. 19.115.040: 1. A written security plan, emergency management plan, and evacuation maps will be provided to the onsite management staff and residents. 2. The project is essentially a zero -lot line development and all exterior spaces will be well lighted during tenant use times. Exterior entry points will remain lighted during any dark period. Garage spaces, common area circulation, and corridors will remain lighted 24/7. 3. The main entry has no place for concealment and has significant glazing for viewing from inside the building. 4. Full height storefront doors and significant windows are schedule at the main entry. 5. The elevators will require sealable lobbies per the building code. Access to the elevator is restricted to residents through key fob system. 6. All common resident rooms are located within the secure envelope of the building. 95% of the common resident rooms are located on level 1 with relites from the corridor for high visibility. Laundry facilities are located within the individual units. 7. See item 6 above. S. Mailboxes will be located near the main building entry. 9. Management will control building keys and have 1 lockable key cabinet located in the manager's office which is also locked unless they are present. 10. All exterior entry points are secure and monitored as mention above. 11. Unit entry doors are provided with deadbolts and peepholes. Night latches are provided upon tenant request. 12. CCTV is provided to monitor exterior entry points, exterior activity areas, interior main points of entry, and garage spaces. 13. Minimal landscaping is scheduled for the project as it is essentially a zero -lot line development. 14. Landscaping will be maintained. 15. The only fencing schedule for the project is 36" tall for the dog park and not intended to obstruct visibility. 16. Building signage will be clearly posted. Please feel free to contact me should you have any questions. Sincerely, Robert Ketner Development Manager Inland Group 509-321-3204 robertk@inlandconstruction.com R E C E f V ED 120 West Cataldo Avenue, Suite 100; Spokane, WA 99201 ■ Tel: 509.891.5162 ■ Fax: 509.922.22NOV 13 2018 www.InIandConstruction.com CITY OFFEDE A"!- M COMMUNITY DE,/= .�is�'. tra nspog roue WHAT TRANSPORTATION CAN BE. ifr MEMORANDUM Date: December 4, 2018 TG: 1.18079.00 To: Leila Willoughby -Oakes, City of Federal Way From: Michael Swenson, PE, PTOE cc: Robert Ketner, Inland Construction Subject: Traditions at Federal Way — Parking Demand Analysis This memorandum summarizes the results of a parking analysis conducted for the proposed senior housing project located in Federal Way. This analysis uses historical information collected for attached, income qualified, senior housing developments as well as updated information collected the week of November 26, 2018 at two sites in Federal Way to validate the data previously compiled. As noted by City staff in email correspondence, ITE has a limited number of data points for attached senior housing products. In addition, there is no information presented for income qualified projects. As such, the use of local data to support the current proposed parking supply is appropriate. The proposed project consists of 200 income qualified residential units. There is no medical supervision provided in the project and the residents operate with a high acuity. A total of 218 parking stalls are provide (1.09 stalls/unit). Parking Demand Rates Peak parking demand rates for sites included in a previous affordable attached senior housing parking demand study conducted by Parametrix,' is included as Attachment A. The data is also summarized in Table 1. Data was collected throughout western Washington in May 2006. Subsequently, Transpo collected data at two additional sites in March 2010. This additional data is also included in Table 1 with detailed data provided in Attachment B. As shown in Table 1, based on all the data collected, the weighted average of the peak parking demand rate is 0.45 vehicles per apartment unit with the highest individual demand observed at 0.55 vehicles per unit. Memorandum — Parking Demand Analysis for Proposed Affordable Senior Housing at 1210 N 152nd Street (Parametrix, 12/22/2006) 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 1 425.821.3665 1 transpogroup.com Table 1. Affordable Senior Housing Peak Parking Demand & Rates _ Peak Demand Site Peak Demand Units Rate Parametrix Study' Meeker Court Apartments (Kent, WA) Green River Court Apartments (Kent, WA) Park Court Apartments (Kent, WA) Meridian Court Apartments (Federal Way, WA) Willamette Court Apartments (Federal Way, WA) Conservatory Place Apartments I (Tacoma, WA) Conservatory Place Apartments II (Tacoma, WA) Auburn Court Apartments (Tacoma, WA) Boardwalk Apartments (Olympia, WA) Woodrose Apartments (Bellingham, WA) Courtland Place (Seattle, WA) Ballinger Court Apartments (Edmonds, WA) Transpo Data' Holly Village (Everett, WA) Vintage at Everett (Everett, WA) Weighted Average of All Demand Rates 62 130 0.48 57 130 0.44 72 130 0.55 105 200 0.53 50 100 0.50 14 40 0.35 17 51 0.33 140 296 0.47 122 284 0.43 108 197 0.55 42 208 0.20 43 94 0.46 81 149 0.54 106 259 0.41 0.45 1. Data from the Parametrix study was compiled in May 2006. Average apartment occupancy rate of 97-percent. 2. Current data was collected in March 2010 and is an average of 2-days. Average apartment occupancy rate of 94-percent. To validate the information summarized in Table 1, additional parking demand counts were conducted at the Meridian Court and Willamette Court projects in November 2018. Both of these projects are located in Federal Way. Data at these two locations were collected on one evening at both 8:00 PM and 9:00 PM. • Meridian Court — This site had an observed peak demand of 81 with a rate of 0.41 stalls/unit • Willamette Court — This site had an observed peak demand of 34 with a rate of 0.34 stalls/unit Conclusion The proposed project provides a parking ratio of 1.09 stalls/unit. Given the historical data shown in Table 1 and the new information collected in November, the current parking ratio is anticipated to accommodate the peak demand. 2 Attachment A — Parametrix Affordable Senior Housing Parking Study vrtranspoGPouP NOO 0 ENGINEERING . PLANNt 0 . 4HVIRONLAE" 1. SM"- 411108th AVENUE NE, SUITE 1800 BEI.T.EVUE, WA5T-T7NGTUN 9800.1-5571 T.425.458.6200 F.425.458.6363 www.paramctrix.com December 22, 2006 PMXi1 554-4532-003 Glen Pickus, AICP Planner 1I City of Shoreline Planning & Development Services 17544 Midvale Avenue North Shoreline, WA 98133-4921 Re: Parking Demand Analysis for Proposed Affordable Senior Housing at 1210 N 152nd Street Dear Glen: Parametrix has completed a parking demand analysis for your review in connection with the proposed affordable senior housing development located at 1210 N 152nd Street, hereafter referred to as Shoreline 152nd in this letter. Specifically, this letter has been prepared to provide the documentation needed to address Item 1 of the documentation required to apply for a parking reduction under SMC 20.50.400 as set forth in your letter to Driscoll Architects dated November 28, 2006. This letter report summarizes our findings and addresses the specific parking demand and supply associated with the proposed development. PROJECT DESCRIPTION The project site is located in the City of Shoreline at 1210 N 152nd Street, which is east of Aurora Avenue (State Route 99), west of Ashworth Avenue N, south of N 155th Street, and fronts the north side of N 152nd Street. Currently, the site is occupied by a mobile home park that will be removed with the proposed development and replaced with 240 affordable senior (Le., income- and age -restricted) apartment units. The proposed development is anticipated to be constructed and occupied by the year 2009. The proposed development would provide 119 on -site parking stalls, consisting of a 102 stall structured parking garage and 17 additional on -site parking stalls. The parking supply for the proposed development would equal approximately 0.50 stalls per dwelling unit. Two access points would be provided to N 152nd Street. The main entrance to the proposed site would access the sub -grade parking garage and six at -grade parking stalls, while the other site entrance would access the remaining 11 parking stalls. Within the study area, limited on -street parking is available on the south side of N 152nd Street, east of 24 Hour Fitness and along portions of Ashworth Avenue N. EXISTING CONDITIONS Non -motorized facilities, transit service and complementary land uses located nearby bear sorne relationship as to whether a future resident of the proposed project would choose to own and operate an automobile, and for that reason, they are discussed in the following paragraphs. Glen Pickus, AICP December 22, 2006 Page 2 Non -Motorized Facilities N 152nd Street'- Along N 152nd Street, sidewalks are provided on the north and south side betuNreen the project site and Aurora Avenue N, ending at the existing Aurora Avenue N construction zone. 'therefore, pedestrians would be able to walk from the project site to Aurora Avenue N and its adjacent pedestrian - oriented land uses and bus stops. Pedestrian facilities between the project site and Ashworth Avenue N are not continuous and pedestrian travel between the site and Ashworth Avenue N is not anticipated because of the lack of available facilities and the lack of major destinations to attract pedestrians. Aurora Avenue N - Sidewalks are currently discontinuous and intermittent along Aurora Avenue between N 152nd Street and N 155th Street. However, Aurora Avenue, between N 145th Street and N 165th Street is currently under construction to widen sidewalks, provide, lighting, and supply pedestrian amenities, such as benches and trash cans along the corridor. As part of this con•idor construction project, the intersection of Aurora Avenue/152nd Street will have improved traffic signals and pedestrian crossings. The corridor should be completed by the spring of. 2007, prior to the anticipated opening of the proposed development. Ashworth Avenue N - Ashworth Avenue does not have sidewalks on the east side of the road; however, a wide shoulder provides some walking refuge for pedestrians. Sidewalks are located on the west side of Ashworth Avenue between Ashworth Place N and N 155ttr Street. However, a gap exists between Ashworth Place N and N 152nd Street. N 155th Street - On the north and south side of N 155th Street, continuous sidewalks and bike lanes are provided between Aurora Avenue N and Ashworth Avenue N. Nearby Transit Service The project area is serviced by two King County Metro public bus routes. Route 358 travels northbound and southbound along Aurora Avenue N near the project site, and Route 330 makes stops along N 155th Street and Aurora Avenue. Several bus stops for these routes are located within a 1/4 of a mile walking distance from the project site, including the closest at the intersection of Aurora Avenue N and 152" " Street less than one block west of the project site. Route 330 — Around the project area, this route provides eastbound bus stops along NE 155th Street at Midvale Avenue N and Ashworth Avenue N. A westbound bus stop for this route is located west of the intersection of NE 155th Street/Ashworth Avenue N. Route 330 provides service to and From Shoreline Community College and the communities of Parkwood, Fircrest, and Lake City. South of hake City, Route 330 continues as Route 75 which provides service to the University District. Westbound service is limited to half hour headways between 6:30 AM to 9:00 AM and then again between 4:30 PM to 6:30 PM. Eastbound headways vary between 30 minutes to 4 hours, and bus service is provided between 7:30 AM to 6:30 PM. Route 358 — This route provides northbound and southbound service on headways that vary between 8 minutes to 30 minutes. Both northbound and southbound bus stops near the study area are located along Aurora Avenue N near the intersections of N 155th Street and N 152nd Street. Route 358 provides bus service seven days a week to the Shoreline Park and Ride, Greenlake, the Seattle Center and Downtown Seattle. Weekday and Saturday service area comparable, with operating hours between 4:30 AM and 12:00 AM while Sunday operating hours extend between 5:00 AM and 12:00 AM with 30 minute headways. Glen Pickus, AICP December 22, 2006 Page 3 Complementary Adjacent Land Uses Several nearby complementary land uses exist near the proposed development that offers local origins and destinations for non -motorized trips that reduce the overall need for owning and operating an automobile. Commercial and retail development exists to the west, northwest and south of the project site. A broad range and variety of commercial and retail developments are located on either side along Aurora Avenue including the Parkwood Plaza retail center, located on the east side of Aurora Avenue between N 152nd Street and N 155th Street. The proposed project site is located immediately behind the southeast corner of the Parkwood Plaza retail center. Other commercial and retail developments are just south of the project side along N 152nd Street. The nearby commercial and retail developments include the following businesses located within a one quarter (1/4) mile of the project site; a Safeway Grocery Store 24 Hour Fitness 9 Several sit -clown and fast-food restaurants e Thrift Store • f iquor Store • Iiabric Store Several Asian specialty shops ® Casino These conveniently located businesses are anticipated to attract both non -motorized and motorized trips from the proposed development. PARKING DEMAND ANALYSIS The parking demand analysis that Parametrix has prepared is based on two (2) primary sources of information: (i) regional empirical data, and (ii) data published by the .Institute of Transportation Engineers (ITE). Summary of Available Empirical Parking Demand Data Several affordable senior housing developments in the Puget Sound Region similar to the proposed Shoreline 152nd development in terms of income and age restrictions were reviewed to gain comparison data. Comparative parking demand data compiled as of May 1, 2006 was acquired from the Senior Housing Assistance Group (SHAG), the largest operator of affordable senior housing in the state of Washington, All SHAG affordable senior housing projects from which such comparative parking clemand data was derived are age- and income -restricted and offer only independent living without special services (.i.e., not assisted living or congregate care) and have achieved a stabilized level- of occupancy (with an average occupancy of approximately 97%), which tends to validate the comparability with and the applicability of such data to the proposed Shoreline 152nd affordable senior housing development. As shown in Table 1 on the next page, quantitative parking demand data was compared, including the number of dwelling units and on -site parking demand at several sites in the Puget Sound Region. The sites selected from the SHAG data are based on comparable existing conditions in terms of the availability of non - motorized facilities, transit service and complementary land uses located nearby and a comparable ratio of on - site parking provided, as compared to the proposed development. The on -site parking demand was derived from the number of vehicles registered to park overnight, which is when parking demand for residential uses typically peaks. Glen Pick -Lis, AIC'I' December 22, 2006 Page 4 SHAG's parking management program requires all residents or prospective residents who desire to park their vehicles on -site overnight to register such vehicles with management and then a parking validation sticker is issued and must be prominently displayed in each registered vehicle. Vehicle registrations are limited to one (1) vehicle per resident household, and, in the aggregate, to the total number of on -site parking spaces available, except in those relatively rare instances where a significant amount of dedicated off -site (e.g., street) parking is available (in which case, the amount of dedicated off -site parking is taken into account). SHAG will not accept new residents who wish to park vehicles on -site overnight if the total number of registered vehicles would exceed the total number of on -site parking spaces (and, where applicable, the number of dedicated off -site parking spaces) available. Surface parking spaces are not assigned, although parking stalls in access -controlled structured parking garages are assigned. SIIAG's practice is also to require short -terns visitors to park only in surface parking spaces, I identify the location of their vehicle and the resident or staff person being visited, and to prohibit overnight visitor parking. Unregistered vehicles are subject to towing at the vehicle owner's expense after a single warning, SHAG also promotes ride -sharing among residents and the use of public transit and paratransit services (e.g., King County Metro "Transit ACCESS and Snohomish County Community Transit DART) and, where possible, provides a transit information center to inform residents about regularly routed bus service and paratransit service and on -site parking for high-occupancy/larger passenger vehicles (e.g., vans). Based on the information in 'fable 1, the parking demand ratios for overnight parking for the selected sites range from 0.20 to 0,55 spaces per unit, with a weighted average of 0,45 spaces per unit based on the total demand for overnight parking divided by the total number of units for all such sites. Table 1. Comparable Senior Housing Developments in the Puget Sound Region Overnight Project Name & Date Placed In Parking Total Parking Location Service Demand' Units Demand Ratio Meeker Court Apts - Kent, WA Mar-96 62 130 0.48 Green River Court Apts - Kent, WA Aug-96 57 130 0,44 Park Court Apts - Kent, WA Nov-96 72 j 130 0.55 Meridian Court Apts - Federal Way, WA Oct-97 105 i. 200 0.53 Willamette Court Apts - Federal Way, WA Nov-97 50 100 0.50 Conservatory Place Apts I - Tacoma, WA Nov-97 14 40 0.35 Conservatory Place Apts II — Tacoma, WA Aug _98 17 } 51 0.33 Auburn Court Apts - Tacoma, WA Nov-98 140 296 i 0.47 Boardwalk Apts - Olympia, WA Nov-99 122 284 0.43 WoodRose Apts - Bellingham, WA Nov-00 108 197 0.55 Courtland Place - Seattle, WA Dec-04 i 42 208 0.20 Ballinger Court Apts - Edmonds, WA Aug-05 43 94 0.46 Totals j 832 1,860 Weighted Average of Parking Demand Ratios 0.45 Parking Demand is measured by the number of registered vehicles for residents and employees, including vehicles using off -site (street) parking, as of May 1, 2006. Average occupancy of the selected comparable and Senior Housing developments was approximately 97% as of May 1, 2006. The information for the various projects listed above was provided by the Senior Housing Assistance Group. Glen PickUS, MCP December 22, 2006 Page 5 Parking Demand Based on Data from the Institute of Transportation Engineers The peak parking demand also was calculated using data from Parking Generation, 3rd Edition, published by the Institute of Transportation Engineers (ITE) using data for Senior Housing — Attached (ITE land use code 252). This informational report is a broadly used industry standard, The estimated peak parking demand for the proposed development is summarized in Table 2_ Table 2. Parking Demand Analysis Summary Proposed Land Use 240 Affordable Senior Housing Dwelling Units' Peak Parking Demand (spaces) Weekday Saturday Sunday 88 --- 90 89 ITE calculated the weekday peak parking demand ratio for two study sites with demand ratios of 0,50 and 0.33 parked vehicles per dwelling unit. The peak parking demand listed above is based on the following rates per dwelling unit derived from the ITE data: 0,3646 parked vehicles per dwelling unit for weekday and 0.3726 parked vehicles per dwelling unit for Saturday.(see attachments). No rates dr equations were provided for Sunday; therefore, we assumed Sunday peak parking demand to be an average of weekday and Saturday peak demand. Table 2 identified a need of 88 to 90 parking spaces to accommodate the demand generated by the proposed project, With the two .ITE study sites, weekday peak parking demand ratios were 0.33 and 0.50 parked vehicles per dwelling unit. The higher of the two ratios was observed for a smaller 46 unit senior housing development and the lower .ratio was observed for a larger 91 unit senior housing development, Based on this trend, we can assume that the proposed 240 unit senior housing development would have a parking demand ratio closer to the lower end of the spectrum. Accounting for the entire range of the ITE data, this development would have a total weekday parking demand between 80 to 120 spaces and 82 to 120 spaces would be demanded on a Saturday, The ITE data shows similar parking demand ratios compared with other senior housing developments in the Puget Sound Region. Based on the selected sites included in the SHAG data, affordable senior housing developments in the Puget Sound Region showed a weighted average demand of 0.45 parking stalls per unit while the ITE data showed an average demand of approximately 0.37 parking stalls per unit. Required Parking Supply under the City of Shoreline Municipal Code The City of Shoreline municipal code does not distinguish between multi -family apartments generally and affordable senior apartments in particular, and therefore„ the City's existing code does not adequately address the proposed development. Parking requirements for the City of Shoreline are identified in municipal code sections 20.50,390 and 20.50.400. The code stipulates that "senior citizen assisted" land uses require a minimum of one parking space per every three dwelling units and other multi -family land uses requires 1.2 parking spaces for each studio apartment unit, 1.5 parking spaces per each one -bedroom apartment unit, and 1.8 parking spaces for each two -bedroom apartment unit. The proposed development would be required to supply approximately 80 parking spaces using the senior citizen assisted land use designation and approximately 387 under the general multi -family land use designation assuming a unit mix of 150 one - bedroom apartment units and 90 two -bedroom apartment units. The City of Shoreline, in the letter dated November 28, 2006 to Driscoll Architects, stated that the Shoreline 152nd development will not qualify for the senior citizen assisted land use designation because the proposed development does not provide adequate senior citizen support services, such as food service, transportation, and daily scheduled recreation to merit the senior citizen assisted parking standard under SMC 20.50.390B. However, the proposed development could still qualify fora reduction in minimum parking requirements under SMC 20.50.400. Further discussion of the criteria for reducing the minimum required parking is provided in the City of Shoreline Parking Variance Criteria section of this report. W Glen Pick -.is, AICP December 22, 2006 Page 6 City of Shoreline Parking Variance Criteria Section 20.40.400E of the C.ity's Municipal Code lists a number of criteria for granting a parking variance -to reduce the minimum number of on -site parking spaces. Below is an'cxcerpt from the ordinance stating the criteria, followed by a review of each criterion's application to the proposed project. ' t3. The Director may approve a reduction of tip to .50 percent of the niinunum required number q/'spaces if., 1. The applicant can prove that parking demand can he adequately rnet with a reduced parking requirement through measures such as proximity to transit routes, commi.iter Trip reduction programs, supplementary on -.site non-iotorized and high occupancy vehicle facilities, or... " Resident Population Cha acteristics Since the proposed project will include both income and age restrictions, the resulting demographic characteristics will likely result in a lower demand for parking as evidenced by the SHAG data. Because prospective residents must qualify both as low-income and senior residents, increasing the probability of a significantly lower incidence of vehicle ownership among residents, which is compounded by the availability of nearby transit service and the close proximity of retail shopping and services. Proximity to Transit Routes Transit service is readily available from the project site. As previously stated, King County Metro has two bus routes that service the project site. 'rho nearest bus stops are provided on either side of Aurora Avenue at the intersection of N 152nd Street, which is less than one block west of the project site. These stops provide access to the most frequent of the two bus routes (Route 358) in the area and these are the stops most easily accessible from the project site. Nearby Rethil Shoppincg and Services The project site will be connected with a continuous sidewalk network that provides access fo transit routes and nearby retail shopping and services. Several adjacent commercial and retail areas to [tic west of the project site are also expected to reduce the need for vehicle use and on -site parking demand. The Parkwood Plaza retail center is located less than one block west and north of the proposed development, and provides a broad range and variety of retail stores and services within easy walking distance for residents, staff, and visitors. CONCLUSION Based on the peak parking demand data for on -site parking published by the Institute of Transportation Engineers, the peak parking demand for the Senior Housing — Attached land use is approximately 0.37 stalls per dwelling unit, which correlates to 90 parking spaces for the proposed development. Based on the average overnight parking demand for on -site parking derived from the sites selected from the SHAG data, the overnight parking demand is approximately 0.45 stalls per dwelling unit, which correlates to 108 parking spaces for the proposed development (at most). The proposed project would supply more parking (119 stalls) than the projected demand based on either the ITE data (90 stalls) or the SHAG data (108 stalls). This would result in a net excess of 11 to 29 parking stalls at the project site. Finally, there are also several other factors and conditions that would warrant the application of a lower parking supply ratio for the proposed development: (i) resident age and income restrictions, (ii) proximity to transit service, (iii) nearby retail stores and services, (iv) implementation of the SHAG parking management program, (v) provision of on -site parking for high-occupancy/.larger passenger vehicles (e.g., vans), and (vi) provision of supplementary on -site non -motorized facilities (e.g., social/cotnnuinity/recreational facilities). Glen Pick -us, AICP December 22, 2006 Page 7 Accordingly, based on the available empirical data and our own considerations, we believe that the proposed on -site parking supply for the proposed ,Shoreline 152nd affordable senior housing development would be adequate for an age- and income -restricted affordable senior housing development of the kind operated by SHAG, as contemplated by the proposed project sponsors. Please do not hesitate to contact me if you have any questions or comments about this report. Sincerely, Para�metrix Carter Danne, PE, PTOE Senior Transportation Engineer Attachments: Weekday and Saturday Peak Parking Demand Equations Based on ITE Data SHAG Affordable Senior Housing Parking Demand Summary Analysis 2'20° 66 IV 11 .. EXPIRES a I t 1z 07 -a W (1) F-- s •- � .n Q o (, a) :3 c 0 cu T o) Q cu 0 v� C: 0 0 � 0 0 :W �LLJ -0 0 16- W N O � W 0 CL x E SAS 0 a I1 .O A a) fl 0 N W �R q o co L a Co 0 0 0 (sanedS) puewaQ 6uNaed NuGd 'A 0 L N 0 U N 0 u-) �w e C OOD I` CCD OO Ln Om N O O (saoedS) puewaa 6uiMaed Mead `A 0 LO N 0 0 N Senior Housing Assistance Group Affordable Senior Housing Parking Demand Analysis (1) Retirement Apartment Communities for Seniors Offering Independent Living (2) As of May 1, 2006 Date Overnight Parking Placed In Parking Total : Demand Project. Name & Location Service Demand Units Ratio (3) (4) Spencer Court Apts (5) Jun-93 33 74 0.45 Renton, WA Webster Court Apts (5) Sep-94 42 92 0.46 Kent, WA Cedar River Court Apts (5) May-95 45 100 0.45 Renton, WA Titus Court Apts (5) Oct-95 59 101 0.58 Kent, WA Meeker Court Apts (6) Mar-96 62 130 0.48 Kent. WA Green River Court Apts (6) Aug-96 57 130 0.44 Kent, WA Park Court Apts (6)- Nov-96 72 130 0.55 Kent, WA Gowe Court Apts (5) Jun-97 19 50 0.38 Kent, WA Meridian Court Apts (7) Oct-97 105 200 0.53 Federal Way, WA Willamette Court Apts (7) Nov-97 50 100 0.50 Federal Way, WA Conservatory Place Apts I Nov-97 14 40 0.35 Tacoma, WA Conservatory Place Apts II Aug-98 17 51 0,33 Tacoma, WA Auburn Court Apts (5) Nov-98 140 296 0.47 Auburn, WA Boardwalk Apts (5) Nov-99 122 284 0.43 Olympia, WA WoodRose Apts Nov-00 108 197 0.55 Bellingham, WA Senior Housing Assistance Group Affordable Senior Housing Parking Demand Analysis (1) Retirement Apartment Communities for Seniors Offering Independent Living (2) As of May 1, 2006 Date Overnight Parking Placed In Parking Total Demand Project Name & Location Service Demand Units Ratio (3) (4) Lakewood Meadows Apts Nov-01 100 168 0.60 Lakewood, WA Sunset Garden Apts Jun-02 181 279 0.65 Puyallup, WA Woodlands Apts Jan-03 59 110 0.54 Kirkland, WA Alderwood Court Apts Mar-03 97 130 0.75 Lynnwood, WA Courtland Place (5) Dec-04 42 208 020 Seattle, WA Ballinger Court Apts Aug-05 43 94 0.46 Edmonds, WA TOTALS 1,467 2,964 0.49 r'r Affordable Senior Housing indicates that occupancy is income- and aye -restricted. Maximum household incorne is restricted to 60% of the area median gross income, adjusted for household size and minimum age is restricted in accordance with the Federal fair housing law, r'r Independent Living indicates that residents are required to be able to live and function independently, and that no congregate rare, assisted living or personal care programs are offered at any of the retirement apartment communities, 13) Parking Demand is measured by the number of registered vehicles as of May 1, 2006. r°J Total Units is the total number of apartment units, occupied or unoccupied, in each retirement apartment community. r5> A significant amount of dedicated off -site (street) parking is available and convenient. t6r These communities are adjacent and share parking. The combined number of registered vehicles is 191 and the combined Parking Demand Ratio is 0.49. These communities are adjacent and share parking. The combined number of registered vehicles is 155 and the combined Parking Demand Ratio is 0.52. �chment B - Observed Parking'. Market GARDEN CLUB 48 stalls available 104 dwelling units 83 occupied dwelling units Time 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 9-10 PM Peak 2-day Sunday Average 3-day Average EVERGREEN 63 stalls available 109 dwelling units 83 occupied dwelling units Time 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 9-10 PM Peak 2-day Sunday Average 3-day Average HARVARD PARK 38 stalls available 105 dwelling units 84 occupied dwelling units Time 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 9-10 PM Peak 2-day Sunday Average 3-day Average Sunday 3/7/2030 30 32 32 33 33 33 32 36 33 27 36 Sunday 3/7/2010 38 38 37 35 35 30 28 29 29 27 38 Sunday 3/7/2010 31 31 29 27 28 26 24 24 24 26 31 Saturday 3/13/2010 29 30 30 29 28 29 30 33 33 29 33 Saturday 3/13/2010 37 37 38 36 37 34 33 31 28 28 38 Saturday 3/13/2010 26 26 25 24 27 28 27 26 28 29 29 80% Sunday 3/14/2010 31 31 31 31 32 32 33 34 35 30 35 35.5 veh 34.7 veh 76% Sunday 3/14/2010 33 33 34 33 31 32 33 33 34 27 34 36.0 veh 36.7 veh 80% Sunday 3/14/2010 30 28 28 27 27 26 27 25 25 29 30 30.5 veh 30.0 veh M:\10\10045 Senior Attached Housing Parking\Data & Information\Parking\Parking Summary.xlsx PrintedR4/7/2010, 9:30 AM Attache nent B - Observed Parking Jata Affordable Holly Village 134 stalls available 149 dwelling units 142 occupied dwelling units 95% Time Sunday 3/21/2010 Sunday 3/28/2010 1:00 PM 74 72 1:15 PM 72 77 1:30 PM 72 77 1:45 PM 74 73 2:00 PM 75 76 2:15 PM 74 80 2:30 PM 77 83 2:45 PM 85 3:00 PM 95 9-10 PM 84 Peak 77 85 2-day Sunday Average 81.0 veh Vintage at Everett 181 stalls available 259 dwelling units 241 occupied dwelling units 93% Time Sunday 3/21/2010 Sunday 3/28/2010 1:00 PM 98 98 1:15 PM 102 101 1:30 PM 108 101 1:45 PM 106 98 2:00 PM 104 100 2:15 PM 105 100 2:30 PM 102 100 2:45 PM 104 103 3:00 PM 102 103 9-10 PM 103 Peak 108 103 2-day Sunday Average 105.5 veh M:\10\10045 Senior Attached Housing Parking\Data & Information\Parking\Parking Summary.xlsx Printed 4/7/2010, 9:30 AM Leila Willoughby -Oakes Subject: FW: mechanical vents Attachments: Pages from landuse.pdf From: Robert Ketner [mailto:mbertk in ndconstruction.com] Sent: Friday, April 26, 2019 1:29 PM To: Leila Willoughby -Oakes Subject: RE: mechanical vents I attached our 2 of our final landuse sheets that obviously show them different than the adjacent windows. Not sure we defined it very well though. The louvers will match the color scheme and I think they are the best option considering it is 15 out of about 60 locations (at levels 0 & 1) and about half of those 15 have ducts attached to the inside. I clouded just one location so you can identify the difference. It will look good. Much better than what we planned 18 months ago. From: Leila Willoughby -Oakes <Leila.WlIto ugh by -Oa kesC cityoffederaiway.com> Sent: Friday, April 26, 2019 12:37 PM To: Robert Ketner <robertk infandconstruction.com> Subject: RE: mechanical vents Are you replacing all 15 with the venting? L. Willoughby -Oakes Associate Planner A Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.citvoffederalway.com From: Robert Ketner fmallto:robertk@iniandconstruction.com] Sent: Friday, April 26, 2019 8:51 AM To: Leila Willoughby -Oakes Subject: mechanical vents Leila, We have multiple locations on level 0 and level 1 where instead of the fake windows we have opening for the garage level mechanical ventilation (approximately 15 openings). I've identified a typical location on the attached A501. We usually create these opening as shown on the "mechanical venting" pdf., which is a steel frame with 2x2 wire mesh and powder coated match the color scheme. I seem to remember there being resistance to wire mesh in land use review but can't find anything in the documents. Would this be acceptable or does it need to be a traditional louver? Thanks, Robert Ketner Inland Group 120 W. Cataldo Ave., Suite 100 Spokane, WA 99201 509-321-3204 direct robertk@iniondconstruction.com www.inlandconstruction.com A v � ■ 1 /16" = 1'-0" 3 East Elevation . f �! .If ■ �� ■ S ■ v _ Yg' �erdll4n !Bi — Rqd Elfg,-AL 155'-10 Sla' Level a 147'-9 11Y•' Levdi 5 _ — 13B'-10 118" Level 4 125-10 3!d` T$0'•11 318" _ Level k 112'-0" 1W- - wxo°-$- 86'•0" i 1 T. TAN 1301 American Blvd. E. 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L G 2l su LZ-E6.50.M-90.8L03 IG3 uunN B caavu"`•—I wl 90.8L ezeld - jauoo ]sea 41noS 9 LS-6E-60-OZ-90-Me Jawop ]sea yUoN Z 3 .0-.L -.ZL sub EE SS a0 OZ 5a•9 LaZ aged oS E 4Ln `r 72"0 BULKHEAD Al & 36"0 STUB A2 72"0 BULKHEAD B1 & 36"0 STUB D2 THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (5) PAGES INCLUDING THE FOLLOWING: • PIPE STORAGE = 5,373 CF • MAINLINE PIPE GAGE = 16 WALL TYPE = SOLID • DIAMETER = 72" • FINISH = ALT2 • CORRUGATION = 5x1 CUSTOMER DATE R• dWp"�lJeprtepoweweraoy/eiPa•yf• piswypby �Yawlna.cy sway a r.�peivmry lo. "d� "s. i� a.creo•+�d.. been me wppwe Mro...eu" wa" �. a�•�.cw �N�, �—".,., .W� let•nlwi Yrvne•wle7 iW re-eruwM"M m. ee.� cwaxn p� DATE REVISION DESCRIPTION BY "ec�n wrawwye•�q".w.daewg.ncwW�aa n.eaan inamurn, w ee.u.. RISER INFORMATION PIECE RIM ELEV. SYSTEM INVERT 36"0 RISER Cl 452.10 439.00 62'-0" I I I I I I B I F I G D I I I I I I BAND, TYPICAL SEE DETAIL SHEET C3 ASSEMBLY SCALE: 1" = 10' PIPE STORAGE: 5,373 CF LOADING: H2O PIPE INV. = 439't MONTECH ® � II:."��" ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS www.ContechES.com CONTECH 7037 Ridge Road, Hanover, MD 21076 CONTRACT I 866-740-3318 410-796-5505 866-376-8511 FAX DRAWING 72"0 BULKHEAD D1 & 36"0 STUB D2 NOTES STUB INFORMATION PIECE STUBINVERT SYSTEM INVERT 36"0 STUB A2 439.50 439.00 36"0 STUB B2 439.50 439.00 36"0 STUB D2 439.50 439.00 36"0 STUB E2 439.50 439.00 72"0 BULKHEAD E1 & 36"0 STUB E2 • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. • ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD (EOR) PRIOR TO RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. • ALL RISERS AND STUBS ARE 2Y3' xY2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE AS REQUIRED, BY CONTRACTOR. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. • ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT SUPPLIED BY CONTECH. PROJECT NQ : ISM. .' : DATE: 72" O UNDERGROUND DETENTION SYSTEM — 605419-010 605419 010 W19/2019 DESIGNED. DRAWN: TRADITIONS AT FEDERAL WAY MSG PDW FEDERAL WAY, WA CHECKED. APPROVES: MSG MSG SITE DESIGNATION: S 316 PL DETENTION S"r" Cl OF 5 FINAL BACKFILL 20 MIL PE LIMITS OF, IMPERMEABLE REQUIRED LINER OVER — BACKFILL 4 TOP OF PIPE _ 7 6a �~ (IF REQUIRED) 72" TYP — = 24" SEE TYPICAL BACKFILL DETAIL NOTES INITIAL BACKFILL f� TYPICAL SECTION VIEW Z NOT TO SCALE Lu o Sal m 4 4§' NOTE: IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THELu PROJECT, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE w GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE a tiff POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THEff� a SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE 5 CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. 4 BEDDING 3 , wynwaNllbm•••rm-0e•mo� pw»vow fN�s.r,{�,rM„4,Mv,y W c„MieeBree%M.ni�ier ,NpIM,�r,ppYPh�s•a•foOriYlCf7A" �iY••e � w w"a"on Pe� the wpW;d ,nra.mm"n upon _" n w"ae."e ecwdeeueo,weo,e �r. . ,.«t omq�ms.>•, uwa. a�wrrd"s must ne npen"d meen smuduxy sr n w.x�n m an ewsn Gww�. DATE REVISION DESCRIPTION BY C�'�NTECH` ENGINEERED SOLUTIONS LLC www.ContechES.com 7037 Ridge Road, Hanover, MD 21076 866-740-3318 410-796-5505 866-376-8511 FAX FOUNDATION 2 INITIAL FILL IN SITU DIAMETER MIN. COVER CORR. PROFILE 6"-10" 12" 1 1/2" x 1/4" 12"-48" 12" 2 2/3" x 1/2" 54"-96" 12" 3" x I", sw 102"-144" D/8 3" x 1", 5" x 1" BACKFILL REQUIREMENTS FOLLOW THE GUIDELINES OF AASHTO LRFD BRIDGE DESIGN (SEC 12) AND CONSTRUCTION (SEC 26) 1 MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE MINIMUM TRENCH WIDTH (12.6.6.1): PIPE!; 12": D + 16" PIPE > 12": 1.5D + 12" 1a MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE (12.6.6.2): PIPE < 24": 3.OD PIPE 24" - 144": D + 47 PIPE > 144": D + 10'0" 2 THE FOUNDATION UNDER THE PIPE AND SIDE BACKFILL SHALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT (26.5.2). 3 BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, AND A MINIMUM OF TWICE THE CORRUGATION DEPTH IN THICKNESS, WITH THE MAXIMUM PARTICLE SIZE OF ONE-HALF OF THE CORRUGATION DEPTH (26.3.8.1, 26.5.3). 4 CORRUGATED STEEL PIPE (CSP / HEL-COR). 5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION (26.5.4). 5a INITIAL BACKFILL FOR PIPE EMBEDMENT TO MEET AASHTO A-1, A-2 OR A-3 CLASSIFICATION, OR APPROVED EQUAL, COMPACTED TO 90% STANDARD PROCTOR (T 99). MAXIMUM PARTICLE SIZE NOT TO EXCEED 3" (12.4.1.2). ALL LIFTS PLACED IN A CONTROLLED MANNER. IT IS RECOMMENDED THAT LIFTS NOT EXCEED AN B" UNCOMPACTED LIFT HEIGHT TO PREVENT UNEVEN LOADING, AND THE LESSER OF 1/3 THE DIAMETER OR 24" AS THE MAXIMUM DIFFERENTIAL SIDE -TO -SIDE (26.5.4). 6 INITIAL BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). SEE TABLE ABOVE. 6a TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT (12.6.6.3). 7 FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS PER THE ENGINEER OF RECORD (26.5A.1). NOTES: • GEOTEXTILE SHOULD BE CONSIDERED FOR USE TO PREVENT SOIL MIGRATION INTO VARYING SOIL TYPES (PROJECT ENGINEER). • FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA./2 BUT NO LESS THAN 12", OR 36" FOR PIPE DIAMETERS 72" AND LARGER. • CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING (TABLE C12.6.7-1). TYPICAL BACKFILL DETAIL NOT TO SCALE PROJECT No.: SEO. Na : DA rE I��IV°�CA�° 72"O UNDERGROUND DETENTION SYSTEM - 605419-010 605a,s o10 2/19/2019 R��r�O�� ■ �ar oesGreE�: rw�wn: CMP DETENTION STEMS TRADITIONS AT FEDERAL WAY MSG PDW CHECKED: APPROVED CONTECH FEDERAL WAY, WA MSG MSG CONTRACT SH� NO.: DRAWING SITE DESIGNATION: S 316 PL DETENTION C2 OF CONNECTION DETAIL 7 1/2" TECHCO SHOWN - MAY VARY RISER EXTENSION 1 TECHCO BAND ANGLES — — — 1/2"DIA.BOLT � j� J j✓�� jI j�f �i I�r[ j1 �Z f f ! W ELEVATION VIEW] ° In0 °N OF CMP AND RISER �w� U� 0 N PLAIN END CMP RISER PIPE FLAT BAND SHOWN, MAY VARY (NO GASKET) MAINLINE PIPE GENERAL NOTES: 1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT. 5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: • 12" THRU 48" 1-PIECE • 54" 2-PIECES 6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED. 7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES. 12" RISER BAND DETAIL NOT TO SCALE nn alpn ru aewweemw+�•arnV� pmwaro •• � mar�r�uNr.le�fx+e�wpngur.naeumn.Ker M �us RCm-wo 1kAnnAUN+� 1W.alrea•duereay wn 1lenwoa�R..wl•.eauedp•rPa.rla•4rarnrlF MWAhIhG•Iwr�q�'.sll� ��. kuk fimuwy ndP yT.W h it bvt~ the supplied Inlomralioe upon Mft 1h• xlnkgl{MM•and edual field-ndldons are elloer ala" es fNs perk thew OYMpa-!n musl be .aWll�tl t"Cenuen•m.&ft* kr,e.r+w .1 de.p, ume J. AR DATE REVISION DESCRIPTION BY lw escaP�s no!•biyfK eels- based e"misdng, kNanglCl•V -., =n k$.Wr a mrm C%o NTECH® ENGINEERED SOLUTIONS LLC www.ContechES.com 7037 Ridge Road, Hanover, MD 21076 866-740-3318 410-796-5505 866-376-8511 FAX ►%1*M3�1 CMP DETENTION SYSTEMS CONTECH CONTRACT DRAWING 251 /2" CONNECTION DETAIL 24" TECHCO CORRUGATED FLAT GASKET BAND TECHCO BAND ANGLES I I I � 111 I I 1/2" DIA.BOLT 2 2/3"x1/2" RIVETED PIPE FLAT GASKET GENERAL NOTES: 1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 2. BAND MATERIALS AND/OR COATING CAN VARY BY LOCATION. CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY. 3. BANDS ARE SHAPED TO MATCH THE PIPE -ARCH WHEN APPLICABLE. 4. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: • 12" THRU 48" 1-PIECE • 54" THRU 96" 2-PIECES • 102" THRU 144" 3-PIECES 5. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. 6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 2/3"x1/2" 7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 8. ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE). 10-C BAND DETAIL NOT TO SCALE 72" 0 UNDERGROUND DETENTION SYSTEM - 605419-010 TRADITIONS AT FEDERAL WAY FEDERAL WAY, WA SITE DESIGNATION: S 316 PL DETENTION PROJECT No SEQ. No.' DATE 605419 I 010 I 2/19/2019 DESIGNED; DRAWN: MSG PDW CH CNED: APPROVED: MSG MSG SHEET NO: C3 OF 7 TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHT OF COVER CONSTRUCTION LOADS FINISHED GRADE FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. AXLE LOADS PIPE SPAN, INCHES (kips) 18-50 1 50-75 1 75-110 1 110-150 MINIMUM COVER (FT) 2.0 2.5 3.0 3.0 12-42 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 'MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM NOT TO SCALE SPECIFICATION FOR CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL A 36"0 MAX., HS-25 ACCESS CASTING WITH GRADE RINGS AS REQUIRED, TO BE PROVIDED AND INSTALLED BY V(A ONTRACTOR. MAYBE TOP MOUNTED CMP S SHOWN) OR RECESSED, w PROTECTION o a SLAB GRADE _ _ _ _ _ GRADE ---- _� VARIES U N a a I - `� eo 4 -- a---g--I-�1---I--=- _� d i a J GASKET MATERIAL 0 CMP RISER Q SUFFICIENT TO PREVENT a SLAB FROM BEARING ON w RISER TO BE PROVIDED BY rL w CONTRACTOR. OB 11" TYP- � SECTION VIEW REINFORCING TABLE **BEARING 0 CMP A B 0 REINFORCING PRESSURE RISER (PSF) 4'0 #5 @ 10" OCEW 2,540 24" 4'x4' 26 #5 @ 10" OCEW 1,900 30" 4'-6"0 32" #5 @ 10" OCEW 2,260 4'-6" x 4'-6" #5 @ 9" OCEW 1,670 36" NO 38" #5 @ 9" OCEW 2,060 5' x 5' #5 @ 8" OCEW 1,500 42" 5'-6"0 #5 @ 8" OCEW 1,490 6-W x 6-6*" #5 @ 8" OCEW 1,370 �" 6'0 50" #5 @ 7" OCEW 1,210 6'' 6' #5 @ 7" OCEW 1,270 ACCESS LASTING NOT SUPPLIED BY CONTECH A A O r rj�0� I B J F� #4 DIAGONAL TRIM #4 DIAGONAL TRIM ^/ ;r BAR (TYP. 4 PLACES), BAR (TYP. 4 PLACES), SEE NOTE 7. QEE NOTE 7. _ I•f- �.I IT II I \< !II SCOPE HANDLING AND ASSEMBLY THIS SPECIFICATION COVERS THE MANUFACTURE AND SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) THE PROJECT PLANS. INSTALLATION MATERIAL SHALL BE IN ACCORDANCE WITH AASHTO STANDARD THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. OR ASTM A798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR PIPE CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. w a we as a� m¢ wpp6m mfw mw "von wh mwwp [tibnea rM "air Wfw Htla"„rrnmw ue, .rock peop�a¢we, tlwse difrrnnmelr, muss bs r¢qn w Cadxn Um v 1., w �.ab-d -N l.. o. V Cod, amgq ne IebMy far baseE m misslrip, Y"4m041¢ MATERIAL SPECIFICATION NOT TO SCALE C� NTECH■ ENGINEERED SOLUTIONS LLC www.ContechES.com 7037 Ridge Road, Hw,,over, MD 21076 DATE 1 REVISION DESCRIPTION BY 1 866-740-3318 410-796-5505 866-376-8511 FAX OPENING IN PROTECTION - - SLAB FOR - I C ACCESS INTERRUPTED BAR -- REPLACEMENT, SEE NOTE 6. 2" COVER (TYP) - i it f OPENING IN Al J I - -- ----��- -_ PROTECTION SLAB FOR I ACESS ��v STANDARD STANDARD REINFORCING, REINFORCING, SEE TABLE SEE TABLE ROUND OPTION PLAN VIEW ■ 120. � ro CMP DETENTION SYSTEMS FC CONTECH ONTRACT DRAWING NOTES: 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION AND ACI 350. 2. DESIGN LOAD HS25. 3. EARTH COVER = V MAX. 4. CONCRETE STRENGTH = 4,000 psi 5. REINFORCING STEEL = ASTM A615, GRADE 60. 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. II I /ti I II I I II -- II I r---�T---- �----Tr----� 1*f II /rr ��w II I I II� II I f f !r I I I I II I I I II I OB SQUARE OPTION PLAN VIEW INTERRUPTED E REPLACEMENT, SEE NOTE 6. 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY. MANHOLE CAP DETAIL NOT TO SCALE 72" O UNDERGROUND DETENTION SYSTEM - 605419-010 TRADITIONS AT FEDERAL WAY FEDERAL WAY, WA SITE DESIGNATION: S 316 PL DETENTION a PROJECT No.: SEQ No.: DATE: 605419 010 2/19/2019 DESIGNED DRAWN: MSG PDW CHECKED: APPROVED MSG MSG SHEET NO: `(4 OF IF T-4- ZY2 io ALL STEEL PER Y4' (#6) REBAR CAN BE CUT FLUSH ° ASTM A36 TO OUTSIDE OF RAIL (BAR LENGTH = 16%") OR BAR CAN FABRICATION TOLERANCE: tYa" EXTEND BEYOND RAILY2"t 'I LAT BAR AND REBAR MILL TYI ° F TOLERANCE APPLIES 12" TYP. YB' HOLE w/ Y4' REBAR RUNG, CENTER TO CENTER WELD REBAR TO RUNG ON RUNG SPACING OUTSIDE OF STEEL RAIL ❑ 2Y2" x %" FLAT BAR SIDE RAIL PLAN SIDE NOTES: 1. LADDERS CAN BE MADE IN 20'-0" STANDARD LENGTHS AND CUT TO FIT 2. ALL MATERIAL TO MEET ASTM A36 3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER FABRICATION IS COMPLETE STANDARD LADDER DETAIL NOT TO SCALE PART NO. HALAGVL16 PROVIDE MINIMUM OF 4 ATTACHMENT ANGLES (2 ON EITHER SIDE OF LADDER RAIL) TO CONNECT LADDER TO RISER EXTENSION RISER w/ LADDER AND STEPS IF EXTENSION IS REQUIRED RISER w/ LADDER AND STEPS MAINLINE CMP 23/3 x Y2, 5 x 1, 3 x 1, ETC. NOTE: THIS DRAWING IS INTENDED TO APPLY TO LADDERS INSTALLED IN RISERS HAVING A DIAMETER OF 30" OR LARGER. DUE TO SPACE CONSTRAINTS AND LIMITED ACCESSIBILITY, THE PRACTICALITY AND SUITABILITY OF UTILIZING RISERS SMALLER THAN 30" DIAMETER AND/OR INCORPORATING LADDERS IN THESE SMALLER DIAMETER RISERS SHOULD BE ADDRESSED BY THE OWNER AND PROJECT ENGINEER J7�L5" x 3" x Y4" x 16" LONG AT V-0" SPACING. LONG LEG TO PROJECT OUT. WELD TOP AND BOTTOM OF3" LEG TO EACH CORRUGATION CREST (THESE ANGLES SHOULD BE USED FOR LARGER DIAMETER MAINLINES WHERE ADDITIONAL STEPS ARE NEEDED) qn s.e��nwar"�eaprnemwx�owrmn prv+pdCps � �weranp ri.pa.�we �e[1+Hwfmdameatnr cpn nnr.yo-"r.�. pwodpere W ++rR o4rM"r p�+perf row�.aya.noM •uaoNrcn«. xrva �" uar iWbAV r1EprVash• Wp orrnppfuilwryix d,uae. po, fpb rr Ih" spoM inAOnNiw" upon •hlm *9py�»d ene pcn,m Wucen36pas u"hse o ,W.pmpnap.aa. Vwpp W,pOppneYs mn1 be -cpo iepaMO el.rnp.e«"h far �.erawnrn e+u.p eery. r .rw� AAR DATE I REVISION DESCRIPTION BY w99AVWd""V"abawd onmIssi"e't"—"— sr l p *NOTE: WHEN RISER EXTENSIONS ARE USED, THE PLANT SHOULD CUT 3" FROM THE SIDE RAILS AS SHOWN *3" FROM BOTTOM OF LADDER I O RAIL TO RISER JOINT L r=F— *3" FROM TOP OF LADDER RAIL TO RISER JOINT O LADDER RAILS AND RUNGS (2) Y4" FILLET WELDS 1" LONG ATTACHMENT ANC MINIMUM OF 4 ANGLES P LADDER SECTION, (2 EACH SIDE LADDER) 6' MAX. SPACI VERTICAI 6" FROM RUNG TO RISER JOINT 6" FROM RUNG TO RISER JOINT SECTION A -A RISER LADDER DETAIL NOT TO SCALE RISER NORMALLY CMP WITH 23/3" xY2" CORRUGATIONS (4)Y6" FILLET WELDS FROM EACH ANGLE TO CORRUGATION CREST (2 WELD EACH SIDE) LT' x3"x3/s, 5Y2" LONG (4)Y6" FILLET WELDS FROM EACH ANGLE CORRUGATION CREST (2 WELDS EACH SIDE) (4) L3" x 3" x 3/6" 5Y2" LONG (2) Y4- FILLET WELDS 1" LONG FROM EACH ANGLE TO LADDER RAIL LADDER RAILS AND RUNGS PLAN _ I - --A I (4)y67 FILLET WELDS FROM EACH ANGLE TO CORRUGATION CREST (2 WELDS EACH SIDE) LT' x3"x3/6" 5Y2' LONG _ I CI��Lrr1e L111 72" 0 UNDERGROUND DETENTION SYSTEM - 605419-010 %: NTECH Gr/►r:� • ~w ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS TRADITIONS AT FEDERAL WAY www.ContechES.com CONTECH FEDERAL WAY, WA 7037 Ridge Road, Hanover, MD 21076 CONTRACT 866-740-3318 410-796-5505 866-376-8511 FAX I DRAWING SITE DESIGNATION: S 316 PL DETENTION LADDER R AND RUN( ELEVATION PROJECT No: SEQ No: DATE 605419 010 2/19/2019 DESIGNED: DRAWN: MSG PDW I CHECKED: APPROVED: MSG MSG SHEET NO: C5 OF