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HomeMy WebLinkAboutBLD-2009-0293 - Approved Plans - 1. _� ".e: '`` •,y • js;'I - . �, }t i_' C? n'• �r . 1 s b... .:, • . � " ca j Description of the Wark a - ''; to I-5 z `; ' a R� n �;:.s� V, The proposed Work includes the addition of a 30.365 sf Independent Chandler's Square ' r 03 Living wing and a 39fi of Dining Room expansion to Chandler's N _ 1300 "I]' Ave 1 F Square, an existing 58,473 sf Assisted Living facility located at 1300 > New 396 sf I "O" Avenuein Anacortes Washington and associated work as shown Q V lv as 0) Dining Addition and specified. % LN 0) > > > see sheet A17 W iE C Q d Q Zoning Ordinance Information 0 > ` o th st 12'-0" 15'-iY � Q 12 Present Zone: 17.28 Residential High Density District (R4) El Conditional Use: 17.28.040.F Assisted Care Living --�-i Minimum Lot Size: 17.28.050 No minimum is required new Building Setbacks: 17.28.060 13th st 13th st s dew files Front: 20 ft arterial ........... ..... .. Interior Side: 5 ft . ...... Rear. Not Applicable I . 17.28.070 twenty-eight units per gross acre i2th St t0 State Ferry Existing I � Maximum Density. 17.28.080 fifty percent Y Kitchen 1 Maximum Land Coverage: 17-28.090 thirty five feet; No Work . Max. Building Height: if nonresidential space, fifty feet 17.46.010 Senior citizen Dwelling L I Off Street Parking: 0.8 spaces per unit W0b Site 1200 "O" Ave U City„of Anacortesass I Plan Review Notes: I �Pla Building Cade Information Vicinity 1• Provide CI standpipe at Stair 100/200/3001400.Provide a Post I .r"ri Indicator Valve PIV .Provide 2AIOB Fire Extinguishers at a minimum 10 Occupancy. Group R•-•-2 provide underground power rate of 113000 sf.Locate a maximum of 75 feet apart Coordinated Existing U (D to electric room 117 location with Architect.Indicate on Sprinkler System Shop Drawings. Dining Construction: VA (1 hour rated) NTS upgrade existing or install new 2. Provide Lock Boxes at each entry point.Provide a means of No Work Sprinkler System: NFPA 13R electric transformer as required communication and details far areas of refuge at Stairs.Communication Basic Allowable Area per Floor: 12,000 sf coordinate w utilityP shall be by phone or other approved means.Indicate on Fire Alarm Basic Allowable Area total: 36.000 sf System Shop Drawings. 1 I +� Frontage Increase per 506.2: not necessary 3. Coordinate exact location of Fire Department Connection(FDC) Ln rY Allowable Height• 50 ft + 20 ft (sprinkled) - 70 ft EI:l��m indicated on sheet Cs with Anacortes Fire Department. I N 4. Parking Analysis: 00 Allowable Stories: 3 stories + 1 story (sprinkled) == 4 JApartments: 25 M � • Owner: Anacortes Senior Housing LLC T 1 � For Further Detail: see Architects Review Letter 03/18/09 g Spaces/ U.8 u ``•' 1300 "0" Avenue, Anacortes, WA 98221 Spaces required: 20 ; � �+ Strtuctural phone: 360-293-1300 Spaces provided: 26(standard)+3(ADA)m 29 spaces • 0Itl kn S. Unit per Acre Calculation: Soli Bearing Pressure: see Geotechnical Report attn: •Looney Wixon p �� 4� c� a � � O° Gross Acres: 3.8G acres(as defined 17.UG.U4S) k l f x m � o G Roof Live/ Snow Lvad: 25 psf Units per Acre: 2s g . �;�� o �o Floor Live Loads Director. Chandlers Square Retirement Community Units Permitted: 108 units Z __ k, :� o ;.,y 0 � en Private Rooms & Cooridors: 40 psf 1300 "O" Avenue, Anacortes WA 98221 Total Units: 66 exg.-I demo.+25 new=90 units - e, r A- � � o aD Public Rooms & Corridors: 100 psf phone: 360-293-1300 6. Contractor to provide the following Deferred Submittals for Review and r. � 0 � ,8 G Stair & Exits' - 100 psf attn: Pete Kovach Approval prior to installation of Associated Work: � y =, 00 � R Geotechnical Inspection Reports&Building Pad Certification ' -. I Exterior Decks & Balconies: see 1604.8.3 p p Chandlers Square IR: '::L. ii- �, Letter Seismic Zone: D1 Architect: Mark Christ, Architect Existing 58.473 sf U'l �-°° Landscape Plan �A � 1 �ip Wind Speed: 85 mph 8l0 Bennett Street, Sedro-Woolley, WA 98284 Roof Truss Shop Drawings and Calculations " Assisted Living c,) Ltam, a- Exposure: B phone: 360-855-1546 Fire Alarm System Shop Drawings and Specifications 1300 0 Avenue W t � �;) attn: Mark Christ Emergency Call System Shop Drawings and Specifications ; , — WSEC Residential Com�cg Sprinkler System Shop Drawings and Specifications 0- { a 0 C.. Window Area: Unlimited 2002 rescri tive option III Civil Engineer Semrau Engineering & Surveying Elevator Shop Drawings and Specifications 0 . � _J ( P P P ) 9 9 9 Yi 9 0 tu., 7.7 7. Rated construction shall be installed per the foItowin Gypsum sum Association, �. Glazing: U=0,40 2118 Riverside Dr, Mount Vernon WA 98273 l} g }p � ;.: ,, 1 I t: M Underwriters Laboratory,or iCC Evaluation Services approved standards: Q1 , A t Doors: U=0.20 phone: 360-424-9566 pp �- 0 1 hour wail: GA file No.WP 3605 and UL Design No.U30S �., " `� �.l �; Vaulted Ceilings: R=30C attn: John Semrau 2 hour wall: UL Design No. U301 I.lw i al F- Flat Callings: R-38 1 hour floorlceilin GA file No.FC 5406 2x10 floor joists � i . 0 ' , i Walls: R=21 Structural Engineer: Construction Calc ESR 11s3,4.17.2 Assembly B.(engineered joists) ,�_ �; � ewt z Floors: R-30 18579 W. Lakeview Ln, Mount Vernon WA 98274 I i hour roof/ceiling: GA file Na RC 2601 (at rafters) 1- "' � W, 0 .� phone: 360-422-•-5663 cc0. . GA file No.RC 2602(at trusses) U � ;� � 11A.Q Bathroom Fan: 50 cfm min. attn: Tim Garrison '� � , Whole House Fan and Make-up Air provided by Mechanical Contractor Mechanical Engineer: Garrison Engineering i• .•. Mechanical contractor to provide 1997 Park Lane, Burlington WA 98233II Remodel Existing 396 sf J WSEC Residential Corhpliance Form phone: 360-707••-5656 Apartment to provide I attn: Carl Garrison Corridor Access to Independent Wing Copyright: Electrical Design: Gary L Chrysler Company see sheet A4 18349 Cardinal Lane, Mount Vernon WA 98274 The specific purpose of these documents Is to construct a new phone: 360-422-6024 64' 66' I. 79'-6' 24'-0' 32'--•6" 32'-11' Independent Living Facility to be located an "O" Avenue in Anacortes, attn: Gary Chrysler (field verify) (told ��} I Washington for Anacortes Senior Housing LLC. All designs, plans, ideas, or arrangements indicated or represented by these documents •. I were created, developed or evolved for use on and in connection with reocate exg X this project and are the property of the architect. Reprinting, Drawing index parking space remove exg curb ` exg Sanitary Sewer coordinate a disclosure or use of these documents or their contents for other ���• protection ands connection o than the Intended purpose by any individual or individuals is Al Architectural Site Plan, Vicinty Map, Code Information new concrete pad a; ,10 and access w/ City of Anacortes a A2 Foundation Plan Foundation Details w/ enclosure for :r Engineering Department a, #"'i expressly forbidden without the written permission of the architect. D t � Copyright Mark E. Christ Architect 2009 A3 First Floor Plan Second Floor Framing Plan •; (2) dulnps#ers 2 dour Fire Wall work Points 1 �, A4 Second Floor Plan, Roam Finish Schedule, Shearwall. Schedule ran ve cu ... remove exg curb between Bindings East/ west o . V. 4 A5 Third & Fourth Floor Framing Plans, Third & Fourth Floor Plans t wid dri :'.". for relocated I Cr L_��_� - 1.0 GENERAL A6 Roof Framing Plan, Truss Profiles nd rb t parking ce :: .. li,14 A7 Roof Plan ...... .. -_ �...... - "-- -- .".,... ,...- ...*.- *...» J — — — — T'r .. V 1 % :.new ace: ■ .. ...... ........ 1.1 APPLICABLE CDDE A Building Sections 8 Bud Sect o s 9 - ,.-:��,::::. ,, . i n I firm i h the ...The des and construction of this structure she I conform with w 0 g A9 Stair Sections Clocktower Section ew 843 sf _ r m ve ex r loin wal cra�sahatc indicates b e o eta r yr t n it .. For stalls of FlRE ACCE55 LANE :::•?.::•?.::;:'.:•: i g 9 o sons of the International Building Code 2006 ed o d A10 North & South Exterior Elevations see Civil Drawin s �- Connection :':: ::;=:: :;::'':::: .:'. '-.:.:'::;: ;R: P g .New reinforcement at rasa 9 new e •�;� . . .. .:..;... ':....;.:::..:.-::,:: New h I.B.C. 20 wide x 13U lon -a - �"� construction not shown the provisions of sec. 2308 of the B.0 .... . All East & West Exterior Elevations Typical Wall Sections Curb g at osem�tl oua. rb P yP p tL . " I Y 14-••l3 dr wide at drive ............... shall farm the minimum acceptable standards of construction. For '''� }::` : w :' Q� 1 r T Window T A 2 Door Schedule Door es l do es .Sluff R m G�+l. o P o0 YP YP i determination of conflicting codes or information contained herein "" ' Al Enlarged e T Apartment m nt Plans ::...:. ...'.............:..... " .-.----- ... . ...... .. 3 E a d s B rt a ::... .:.= :- 9 P S 89'59 52 w 299.69 % ADA.....L...:.=:' :;' _:<:. :- =:: ::'•:_ consult the architect or building official. Finish Schedule, Appliance Schedule -.-.: =t: ---ir3 a e-- . h Y- A14 Enlarged T A Apartments Plans E e e � •• .. ;o g YP , 1.3 FIELD VERIFICATION finish Schedule Interior Elevations is 6 xe3 concrete F" N w lk d `.:.: a at oar '.' '1 if locations field conditions Contractor shall verify all dimensions and ^� A15 Interior Elevations z h: ':` a.: ' : ' ; : ' :: :.,:._,,, . .. aide yard- �/ 1 deviations h r hitect far Ya prior to construction. Report an dernat a s to the a c A16 Wall T es Shearwal) Dia rams Shearwall Schedules P P Y Yp 9 ........ setback resolution. :. 1� A17 Dining Roam Addition 9 '2 "- A18 Wall Types n f YP - - Exte t vU 0 .... .. 1. RESPONSIBILITY •••••••. •• _5 R Review ..`1 C S fi` �.'. responsible far confirming and correlating dimensions .......Contractor is es a ca it Floor r ::bill .. + .ei. ;44 �� S1 First oar Shea Wail Plan New PP - -.:: :.::.:. .:... :.,:..,:.,:.-,..:::., p 9 g New r processes As halt:' entryt.. entry.. :: .:.;.A halt::;':::::':; and quantities at the b site, fabrication and erection ocess Shear Wail Schedule General Structural Notes Y:::,:::.::.,_;:Y::':,:::Y:::._.:;_.:::::. p :,: _;:ry;.=:_;:;...I;. ;:I:;:I:. q Jo P . N :......:..................:.. c . arkln , :::.:-..I..;:...::.::_;;::::;:.::::.: ....Porktn _:._::_;; c :..:..:..::.:..:. .:..:.. •• '.• New 29 522 sf 25 A artment :. ::.:.::.': :...:. and techniques, safe construction methods; coordination of work S2 Second Floor Shear Wall Plan, # =': ::::'_:::':::': -::':: ::;: l5. P :` :: - e �„- ra- •. •.. 4 o - a !t < :, f r .. at , with other trades and contractors; and satisfactory performance o C :'`:°:=`: ::" ::.=: n n n ion Win - , y p Shear Wail Schedule, General Structural Notes ,:;'.;_•.y_:.:: ;-. _ _ I dips de t L i g g _ q) i , as �c 2Q .Q ..-..24 0".:.. :::= :::::='_79-B .:::,::: 13 ! 5/s .. " " " 8' 0 3/8 :'=r:=::SZQ-Q'=::_:':_.- :::::: ;•:23.-6 ..•::.-.:..�:., o �)r""/��F,7 f 1 s s _ _ . N _ n : 'r- ,w_..,.._-.. .. .-.- work in conformance with contract documents. `-.S3 Third and Fourth Floor Shear Wall Plan 6 y :...-:::.::-:.:•,_::-.-.`: .._:.,.::...:....:...: 1200 0 Avenue v .....................;' O field veil fteld veil C i �, :...:.. .'.....'..'.-...'.. ...:':.:;:'::::•::.'.:':-:':•:: :•'� ::::'::,::_:::_:= :=:-14 ( fY} fY} The Architect shall not be held accountable for damages due to ' • q Shear Wail Schedule General Structural Notes - o ::" '. ,..�'.'.'. .. :. ;� 1 CRS eview not re d ..................... ( q } a� a a 22 :_::=:_ <::::::: Q-. ....:. . ........ changed of dimensions, member sizes, connection details, or :. o ;, f��', . 9 n ao a; a; l r; n R /�� /� a� M1 Specifications and Schedules >.-.�'%.L L..'-.. '::,:..� ' substitution of materials initiated and/or authorized b others •e oo Q .. ';...... . .... ... without written concurrence of the Architect. M2 Mechanical Schedules . ...nl : : .. 23.:::.::.,,.:::-:::::.:::,-::'.-.•::::-::.::.,::.:..:..:..:;;- ::..- bi .. a „ �Itii _ w :... ............... ..... a. OD...._...:...•...................... :_.-�:.., QA ! f764RAS�RkhRR94a9F3i"114163ilNaad �4$AJ t9 M3 Riser Diagram X r i. % .� FZ v r. .. .':._:.r:.'::'::.. m 4 Fir 1 Water, W n Vent a v M st F oar ate Waste, and t ., s m .12. W Gea technical Services. a°: 8 xe concrete slab a D X X M5 First Floor HVAC n t «+for aural s meter 0 9a P = o Darin Construction the Owner shall employe Geotechnical sevices. o' Q .::•.::•. •.::•.:: :.to ..... ...................... a�td s�vAC condenserars 9 P Ye M6 Second Floor Water. Waste and Vent DiagramsE *.0q `::''': The Contractor shell coordinate all work with the Geotechnical z ,- ... ..- .. ":,.' •- M7 Second Fluor HVA - :=11 ..-... .. setback: - 2 Date: :...... . .. ... .... Srevices. Materials Testing & Consulting Inc. MTC shall be engaged - =:8`:: ;:;:r: ::,``,:: ='=::.`Y:=::=':::.=..;:.=Y-:':..:.::.:.:.::::.::.. :. .}.,.::-.:<:.."..: : :_:,,:..;. 9 9 ( ) M8 Third Floor Water, Waste, and Vent Diagrams T.' : `': � ... h footing excavations . .,.. -' , ::.:: . . :.'.:..'`: to test and evaluate the sails in pot M9 Third Floor HVAC 9IFC . •.. . o:: before lacin Concrete to determine that the soils meet the —p P 9 J W rtc P in fir a o t out rd 2fi `: `,. `: ': ':` :''' Q1/15110 Ya required bearing ca acities and that unexpected conditions are not a q P P E1 Electrical Site Plan Symbols, Notes 9 Yi'n - - setiaodc o North South Chandler's S re 4 I - - i I in i t - - - - ..st e d as ee verify h pP resent. Monitoring and testing shall be reformed to ve that .. l E2 First Floor Power and Lighting Pans n in P 9 9 P Y 5i do Lands iv - - 9 9 ping - A a new concrete suitable materials are used for structural fills and that the are under se arat cover; _' .'.. s =:':'': N Y E3 First Floor Law Voltage Plan P new water meters sidewalk, slabs de patios .. laced and compacted. Contractor shall be familiar with the 4 Second Floor Power n Li h in Plans NIC :::.::.ro ..:.: '-: i 1 n - properly P R E eco d oa and g i g ., see civil utility ty plan h Project Manual and if - - - - •--- - - - - - . Geotechnical Investigation contained within e o e # u - - — E5 Second Floor Low Voltage Plan g .i --•-f'L- deviations from the noted subsurface conditions are encountered E6 Third Floor Power and Lighting Plans ... •.::.. s 89'59 5f E 299,61 Burin construction the should be brought to the Architect's and E7 Third Floor Low Voltage Plan .. .. • . . .. - ... g Y 9 g ....... .............................................................................. .. . .. ....... .. . .•................................................................................ .. Geotechnical Consultants attention. E8 Schedules . .. ............................ ...................................... .-,. . ....,...........................................................-..........a............................ .... .. Sheet: E9 Schedules new tree lawn new curb do gutter El Connection and Dining Addition Plans Sprinkler, Fire Ala . and Emeraancy Call S tys ems: Cl Cover Sheet and Vicinity Map 77'-1 31W 17V-e 1/2" 52'-1 7/8' The Fire Alarm System and Emergency Call System shall be designed, C2 Temporary Erosion and Sedimentation Control Plan permitted. and installed by Commercial Alarm & Detection as C3 Survey P Y field verify field verify L=1 approved by the Owner. Commercial Alarm & Detection shall be C4 Site and Grading Plan 12th Street Notes: employed by the General Contractor. The NFPA 13R Sprinkler System C5 Utility Plan 1) See Civil Engineering Drawings and Electrical Site Plan shall be designed, permitted. and installed by a qualified contractor C6 Sanitary Sewer Plan and Profile Architecturat Site Plan 2) Landscaping under separate cover (NIC) see Civil for grading . and employed by the General contractor. C7 Project Notes A 3) Hatch indicates extent of review by Construction Review Service (CRS) C8 Project Details iw=20e_I)• A) Pr^%AAa nrPr-nQt wha,al�tr%mn nt nil nnrlcinn nnng-AR r�C� 5/8" A307, grade A. Anchor Batt 0 32" o.c & within 12" of all ends w/ �; nut & 3"x3" washer Lod 7" min. embedment :. 2x6 over 2x6 P.T. sill plate 2 C944 secure w/16d 0 3"oc 1J" chamfer Bt-R-21 batt insul to stockpile topsoil and backfill underside of floor slope away from building 2% min continuous LSL blocking --~ dbl top plate (intermediate joist bearing) ca #3 bar stirrup _ 1 hr rated floor/gig assembly top & bottom t'. ti :•. _ 2x4 s 0 16 oc R-19 bott insul between PT 2x4 studs 0 24"oc .d1 (4) #4 bars 69 PT 2x4 secure w/ vertical ;.. 10 powder driven nails 5/$ Typr X GWB over 4 mil V.B. .:� 4" PVC storm drain (2) #4 bars (2) #4 bars 1 each way 18'" continuous : r.... 5/8 A307. grade A. Anchor Bolt 0 5/$ A307, grade A. Anchor Bolt #5 bars horizontal 0 16"oc -::�::.,..• no 26 o.c & within 12 of all ends w/ 0 36 o.c & within 12 of all ends •- I `::�I:.nut & 3"x3" washer w/ nut & 3"x3" washer °' Deco 20 seal Waterproofing Membrane Spread Footing r Footing 7" min, embedment 7" min, embedment o 1rip {or approved see sheet S1) r` w/ J-DRain 200 Prefabricated Drainage I 2x6 over 2x6 P.T. sill plate Composite. Install per manufacturer and a Trellis t J �_ secure w 1 fid 3"oc * . I` 1/2 1 / °q :..., provide manufacturer & installers warranty +_' 4" cocnrete slab-on-grade 2x6 P.T. sill plate r' bars vertical 0 12"oc / 1/ �=1r_Or I metal flashing w 6x6 1.4x1.4 WWF over 4 cocnrete #5 tU slab-on-grade bend inward at footing R-10 polystyrene insulation i. i — — -� adhere to stemwall w/ 6x6 1.4x1.4 WWF '�:�': backfill slab sealer �'�`•= stockpile topsoil and backfill slab sealer 4 filter fabric & drain rock remove wall slope away from building 29b min existing reinforced install 6x6 4 PVC storm drain t `� g .•:�;-r;-�— ;� �- columns 00 :. . .- ... N ;:. thickened slab - � 4 Dia. Perforated Foundation Drain footing see H/A2 00 .'::"� {.�'a'•:�-a:1,I,_i1�I.�•*.:'.Y.:f.".:..°�r.��J:-"t`.= slope •.Yti_i,'':..:.j`:�y{.:'•:�:_:.;":;ti."�:;':.�:y`L::'t_'-�:: "�.�$_'_:::..f-�.-;,..:�.•;.;;.-;r";::.�,`{..::_�1"11.)C�.I1.,.:::�;�;,:.. �, — - II�1 IIIII —1111'--fifiYYz1" IIIIIIIIiI 2 II—I�II�III --—A 81 5 -C _—JIIjIII�IIIIII3 IIIII IIIIIIIII(IIfL—. .� —.�lIIIIIIII.'4 IIIIIII 1iIIIIIIIIIIIII— r — slop eIIIIIIIII�IIII 2III(IIII %---to discharge see IIIII1I1II1 GIIIIII iIIIIIT1III1II1viol —` "—IIIIIIII1III1 IIIII IIL IIfII1II1I—I III(rIIIII— �-_-iii•�'-- --J 1I�III1IIII I 6fi F_ IIIIII II ILIlI - 9Y�"-� -� Il .. 1II) ei i �•o, dli' A II! ti'�/C�a1�cV ■��••F. �oea�^14^ il 00 ° •0#4 bars horizontal ® 24oc existing concretemvaporarre 6 mil vapor barrier slab-on-gradeoverlap joints 3 ft min and tape#4 bars vertical ® 24"oc overlap joints 3 alternate bend at footing min and tape 00 8 min compacted n $" 5/8 minus graves base mi 8 min compacted 12" [8" 12 crosshatch indicates stemwall B/A2 0h,. • .w0 5/8 minus gravel base secure to existing stem wall w/ ° S existing 8 long J5 bar dowels a 8 oc o filter fabrc & drain rock 4" (2) #4 bars #5 bars 0 18"oc 32 concrete epoxy grout w/ 4 embedment continuous wall4" Dia. Perforated Foundation Drain (3) #5 bars continuous o ° slope 2 to discharge see Civil hatc indicates stemwall ee sheet A3 se! 4" cocnretea/A2 o11 ofar work point slab—on—gradeStemwall Thickened Slab RetainingWOLU Notes: -0 (see note below) hatch Indicates1) See Civil for elevations and coordinate w/ grading1B ' D stemwall 8/A2 01/2'=V—D all spread spreadg footing F/A23) See Structural Notes sheets S1, S2, and S3 4) See Project Manual for Geotechnical Report F/A2 stipple indicates retaining wall D/A2 32x32"x10" new 6x6 column spread footing 0 17 wI (4) �4 bars 11"10" long bar drift in NPepoxy grout w/ 5" ebedme field verify Simpson PB66 (or) face nail adjacent wall f � 30# felt under column 12 14 26-C 67'-0" 12'- 13-0 " 160X-110-0" existing reinforced L ` _ thickened slab footing Existing Footing L _ door L R.O. o 21Y{ PB66 2Y H ' �_p•1/2 =1 9'-04 15'-3%4 12'-sY4 12'-8Y4 15'-6 " 15'-6) 12'— Y4 12'- 15'-3� Simpson CB66 Y4 e cocnrete slab-on ode. 5 1/2 ` min.metal cap/ flashing wIL6—W1.4xW1.4 WWF o F " damp san asting baseover epoxy grout co provi6 mil, vapor barrier a fi" min. ted grovel base N ii�e Structural Notes fork la ment ofn ritrol joints5 4 x 3.5 hardie trim smoo' ! a concrete recess sic; in concrete linthb pplinth G/A25 o x 11.25 hardie trim smc recess slab ff N PB66 -o 1 1/4 for 1 1/4 fo G/A2 PT 2x6 w/ Simpson shower stall shower stall ki PB66 M18114PF screws PB66 PB66 _ J L � L 2--I I— A 2 k 4- hinbrck venter & grout Nstrip ftg strip fg over thinset mortar --` C/A2 . J strip ftg elevator pit --- C/A2 -ri w—I C/A Robinson Brick /- -- - see Old Brick Originals i Pas selected by Owner install per Mfr strip ftgstrip ftg strip ftg strip 9 C/A2 /A2 C/A2 C/A2C #3 bar strrups 0 16"oc concrete (4) #5 bars vertical 25'-5 1V-1Y 159- 5' alternate bend at footing AB strip fg strip fg I III C/A2 C/A2 Date:stipple indicates IFC retaining wall PB66 01/15/102 � °/A2N hatch indicates stemwallQ B/A2 (3) #5 bars each way Sheet: 6" 21" 6 33" 15 -0" 26-C" 15'—❑" 37'-0" 26'-0" 15'-v" 10'-0" A2 -„ Plinth e Foundation Plan G 1 2 3 4 9 5 6 7 8 tid_ 2x6 br wall g 2x4 brg/wall 10 11 12 see B/A4 for 13 14 see A A16 see B A16j floor framing , `r / �" `r 1" at Connection 2x4 br wall 2x4 br wall 2x6 br wall 2x4 br wall 2x6 brg wall see BB/A16 see B/A16 see A/A16 see B/A16 see A/A16 2x4 brg wail Beom Schedule .ra " 11 sea B/A16 DQI. col c a No. Oty Nominal Size Dressed Size Grade - :° U A 6x8 5 1 2 x 7 1 4 DFL B 3 1 2 x 9 1 2 some 2.0 E PSL @ @ C 5 1 4 x 9 1 2 same 2.O E PSL r , D 48 3 1 2 x 7 1 4 DFL .Q. E 31 4 x 11 7 8 same4YA 2.0 E PSL c o F 514x1178 same 2.0EPSL [13] —A -1 11 0 �° � G 51 4 x 91 2 some 2.0 E PSL `� O H 6 3 4 x 13.5 same 1.$ E DF (;I.B r r 4x4 Notes: 5 x5 =o =a =o Col =0 6xfi 1) provide (2) layers 5/8" type X GWB wrap all beams •- 2) no wrap required at door and window heads _ 6 ca @ @ @ @ x @ � 3) provide posts or gang studs as indicated with tiJ continuous blocking providing full bearing between floor. 6x6 °� _ 4) provide simpson CS16 strap each end where any beams are installed without a continuous top plate La � 6X6 ¢O ¢ V_— •V-4 V axisx x6 O O O Oi O •- V- 3/4" PWD floor ••- structural F 4x6 4x6 — Am bracketIX -IL Ann (2) layers 5/8' ..- r type X GWB 4-a 11 jr TJI 110 joists J0 1 fi oc all si ape y r! Joists @ 16"oc 6x6 " fire to a onl & �--� continuous wall Ab 2x6 LSL studs @ 16"oc hatch indicates 1 hr fire rated $" C2 °O see Floor Plans for extent of rated wall 4x4 joist cavity far dryer• exhaust r � o 0 see E/A16 for detail (2) layers 5/8" type X GWB 4 W x see C/A3j 3/4" APA rated T&G subflr-finfir, glue and nail w/ 8d common nails continuous 1x4 a n d & 12'oc field G a0 o7 a @ 6 oc diaphragm boundaries, 6 oc panel edges P g each side layout as indicated per IBC case 1 & 3 (unblocked diaphragm) except as directed by Joist mfr (typical at all wood floors) 16" 5/8" GWB Second Floor FramingPlan PSL Ranted Cavity B r_ ► • stipple �dicPbte tes 3/4•=1*"0' � 8 cons to wall see D/ similar = (non-In la#ed) All Exterior Walls (fire separation distance > 5') AS 1 hour rated from inside only per IBC 704 AS AS I 5 "x5 " a a, prescriptive detail Table 720.1(2) Item 16-1.3 PSL col I N V 1 2 3 4 5 6 7 S 9 10 11 II 12 13 14 a 11'-6 15'-0" 13'-0" 13'-0" 15'-0" 15'-0" 10'-Cr 12'-0" 15'-0" 13'-0" 13'-0" I 15'-0 ' 10'-0" s r " • " R a r " R a s " r r 3'-7 r s r ; r 12X* . r 8-9 661r 437� 5 -9 8 5-9 437 8-9 81 s 8-9 6 -7 5-9 4 9 5--9 fi -6) 8-5) stipple Indicates ; 76Jr t g0 fir 15" 20y4" 8" concrete wall unheated r field ® 5 5 3"-2" see D/A2 59 118 verify - A " " 20y l 4 5�rx5i r LO PSL col Mt T � � � � 02 = 51"x5�" ; v PSL col ® {o � 4x4 PT 2x4 stud wall c one bedroom Type B one bedroom Type A two bedroom Type A I 125 w/ R-13 insui WJ i @ comer apartment interior apartment interior apartment corridor resident 991 sf rage 10'-0" see C/A13 sim see A/A14 see B/A14 116 5rx5r" II 101 103 i05 electrical incidental use • I concrete O PSL cal A. = roam w automatic plinth 4x4 32 117 I I I fire-extinguishing i • o P c a' System N 4x4 4x4 °IO I OL=5 @ 200sf/occ �+ - = entry 22-Y4" 2 WA w 4x4 4x4 fq panels (far exiting) stipple indicates � }� 2e 5:"x5r-� 8" concrete wall 0 38" 24 3qF 33 ADA PSL col see D/A2 ° toilet " r 6x6 L $NN11 01 22 31 5: x5 53 t 119 PSL col 6xfi % D Wa I I T e Le end � � 4x6 i� 42 YP g Is e 3 " 5 " Corridor Walls Walls Separating 13 j� 7J� 6x6 4x6 ep g 6x6 4x6 4x6 6xfi 4x6- = Vertical rescue 4 ® exterior wall A N I Q stairat -I 367 sf Co 1 hour rated stair 5 / v, is o 1 hour rated Dwelling Units I Exit Enclosure A0 %:1, . I Fire Partitions I 1 hour rated I II 1I elevator shaft II I I I see Typical Wall Section C A11 eo tjo 100 r(�) Fire Partitions 111 1 hour rated Fire Barrier Cd 115 q 6x6 4x6 6x6 4x6 6 Fire Barrier 6x6 4x6 6x6 see D A161 hour fire-rated x6 20 see D/A16 �s 14 ® ICC 708.4 exceptions 5 Partition I 4x6 1s 6 from floor to underside of 1 hour elevator 6x6 fire rated filar/ceiling or U r N = \J N trash yssenKrupp mach �j lity laundry I� t roof ceilin assembly above �'� incidental use / 9 Y ^' 51 5 floor 113 I AMEE 40 120 See Detail A/A16 I forced air elevator 1$ w/ automatic 124 xtin U I r 47 furnace 114 g resident rec-roam ® 1 hour fire-rated structural wall W/o W/o '� 112 21 8'-0" 7'--2" washer aye ern F3 assembly 653 sf stair i from floor to underside of 1 hour exterior wall mechan cal shaft cxeMMY PMCY 22 � a fire-rated floor ceiling assembly above of exit p w 0 1 hour rated (< lox floor �) �` ` � See Detail B/A16 enclosure 036 ' Fire Barrier dryer a=44 0 /occ 1 hr from cross tch io (for exiting from room) 6x6 A indi tes B 4 ® non-rated nonbearing � Inside except one bedroom Type B one bedroom Type B 4E1 38 mechanical p : Ve icai 121 boiler room I PT 2x4 stud wall o p as indicated o corner apartment M interior apartment �� in#anion partition wall I Exit Encl ure see C/Ai3 � � see A/A13 aim 4x4 incidental use scoff lockers w/ R-13 insul I ICC TBL 601 2 hour ted 0A w/ automatic by Owner (NIC) 11 / Fire B Wrier• 102 104 4x6 See Detail C A16 Q Q 4x4 fire-extinguishing future shower PT 4x6 �e 1 hour fire-rated see E A16 system Fire Barrier & Shaft Enclosure Date: 4 st ies housekeeping (rough-in only) ( ) 4x6 37 :s : : <,:5 :� :s :s ICC 706.5 & 707.5 Continuous from A a 4x4 41 '4 storage :, :,: = IFC two bedroom Type B 123 � floor to underside of Haar above I yp , ;t comer apartment a� See Detail D/A16 0I/15110 39 ,... H A see D/A13 = 2 hour fire-rated , stipple indicates o G 106 8" concrete wall l Fire: Barrier & Shaft Enclosure I O 4x4 - ICC 706.5 & 707.5 Continuous from 10 see D/A2 floor to underside of floor above 0 (D 0 10 See Detail E/A1 fi ® 2 hour fire-rated Fire Wall Sheet: 8 15" 8}�" Separating Buildings 8'-9" 663r 43)r 5'-9" 7' 3" 5'-9" 43}r2" 8'-9" 5'-0" 8'-9" 7'-8" 5'-9" V-9" 5'-9" 43W 5'-0" 8'-9" ICC 705.6 to noncombustibleortounderside siding ICC 705.6.1 from floor to underside " F " " '- 1 '- " 1'-3" 13'-0" 13'-0" 15'-0" 10'-0" of 1 hour fire-rated roof assembly A3 11 -6 15-Q 13--0 13 -C 15-0 37 0 5 0 See Detail F/A16 ✓✓✓✓ Entrance Security System First Roor PLan dinate with Shear Wall Types by Owner under separate contract B C D E F Coordinate Size. Type. and Location See Structural Drawings Contractor to coordinate work. A 1/8'-1��'0' of Fire Extinguishers with Local Fire Chief Room Finish Scheduk? remove *k, appknco% 4c oabantry Existing step water & vow rmww d ri -P pr&Me Jnetkn bom ee arect«i Building. F number name floor walls ceiling chr rail 16 material undrlaymnt base material finish crwn trim material Existing Corridor M2p17142 wall �„ 100 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels _31. *�- �_, , hour M wrap bevn fixe t tea'�r B 111 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 1�O into wall B fv w0° A2 A2 112 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels D doors tk concrete slob—on—grade 113 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels °' A2 concrete stemwall 114 elevator concrete pit GWB tape by orwe p + f+' try 115 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels ad °i� PT ledger secure to conc ex,2 beans Pry ctfon 6we.. dge . 116 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels I how ,� Into .,e � a. � w/ Simpson Titters HD 5/8 xfi 117 electrical room concrete vinyl cove GWB PT GWB/GWB/resit channels 0 16"oc stagger I�t Q our 1nM ktfng wall 1 hour rated Secure post to conc wall 1 118 unheated storage concrete PT GWB/GWB/resil channels w " x " Titers HD Ira 1fi"oc 5 8 8 Into eeeg wall / / 11 j 119 ADA toilet sht vinyl APA PWD vinyl cove WR GWB PT GWB/GWB/resil channels W-110 5 1/4 x 9 1/2 PSL beam 120 elevator mech concrete vinyl cove GWB PT GWB/GWB/resil channels Corridor to I. to r.n�owd LSL rim joist at intermediate bearing atch mg WI apatch twails and provide continuous LSL 121 mechanical/boiler concrete vinyl cove GWB PT GWB/GWB/resil channels _ PT sill plate on blocking between joists laundry vin cove GWB GWB resit channels "` ' Stara a concrete stemwall 11 7/8" TJI 110 " — " 122 facility concrete vinyl GWB PT / / , hwr rates 9 below 5lk" 7'-8% ��-4},4. „a,f floor joists � 16 oc Existing Building 123 housekeeping concrete vinyl cove GWB PT GWB/GWB/resil channels ® use D D 6x6 U U 124 resident rec—room carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels A2 A2 6x6 *� �6x6 w/ 125 resident storage concrete vinyl cove GWB PT GWB/GWB/resil channels 7# LSL rim joist 1 hour U 200 stair carpet glue dwn 10 wd GWB PT GWB/GWB/resil channels PT sill plate on Corridor wrap 211 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 3/4" APA rated T&G subflr—f€nflr concrete stemwall below 221 existing walls R212 furnace sht vine APA PWD GWB PT GWB/GWB/resil channels Q d e Q glue and nail w/ 8d common nails 1 hour ratedT ^ � fi"oc diaphragm boundaries � 213 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels " secure post to conc 00 6 ac panel edges & 12 ac field wall w/ 5/8" M 8" existing ceiling 1 hour 214 elevator GWB tape Apartment layout as indicated Independent 1 hour rated00 per IBC case 1 & 3 Living Lobo Titen HD O 16 oc infill ON ,p 215 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels a Connection g y (field verify) Storage 216 lobby carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels 170wf s GWB GWB resit channels C1�e�=��-o• Second Floor 1e existing grted incidental use 48" tA 217 corridor carpet glue dwn 1x4 wd GWB PT ye / / work p int / / FramingPlan g 48" 23'-11 220 p �218 ADA toilet sht vin APA pWD vin cove WR GWB PT GWB GWB resit channels ex window ' mb work oft � � a 1*0 219 connection carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels , (fvj F ' exg wind w ,jamb � storage remodel carpet glue dwn PT GWB GWB resil channels t Connection s7 16 I o 4 0 220rp g 1 x4 wd GWB / / ,� W 14 221 corridor remodel carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels /$e=��—fie �,� n 00 r1 p" 2 rP � IBC 705.5.2 Exception 3 m °' 222 Bening see A/17 carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels For combustible roof overhangs within 4 fast of the fire wall with concealed spaces, the fire > to Separate Buildings wall shall extend through the concealed space to the outer edges of the overhang. r it channels g 0 2 hour rated Fire Wall 300 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/ es 311 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels SOLID WALL INDICATES per IBC 705.5.1 Where the fire wall intersects the exterior walls the � to the underside of B exterior walls on both sides of the fire wall shall have a 1 hour fire resistance rating extending a 1 hour roof assembly 312 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resit channels = install ue per ui_ Design N a wand; minimum of 4 feet on each aide of the intereiactian of the firewdL o B 6 continue through exterior wall and I © roof framing to exterior sheathing 4x4 313 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resit channels Note: Install wail per UL Design No. u�5 R ao FRAMING— 2x4 studs minimum 0 16"00 maximum. �y provide at concealed roof overhang Cedar ey 314 elevator GWB toe GWB GWB resit channels - B p / / INSIDE FACE— 5/l9 type G USG Gypsum ponds Walled to all framing 0 7"ac w/ Bd cement �B� �� post 315 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels coated nails 1-7/e" long, 0.0915" shank diameter, and 15/64' diameter heads. Connection OUTSIDE FACE— 5/6" type SHX USG Gypsum sheathing panels nailed to all framing 0 7"oc w/ = W of Assembly .� 6d cbment coated nails 1--7/f3" long, 0.0915" shank diameter, 15/1W diameter heads. N ` Accessory Occupancy 06 N 316 balcony point It wt conc paint GWB PT GWB/GWB/resil channels �~ ,°� 5 (< lox of floor area) V_ e q()0 viewing carpet glue dwn 1x4 wd GWB PT GWB GWB resil channels oL=121 0 7af�°cx N 9 9 / / All Exterior Walls (fire separation distance > 5 j % (for seating from room) V q8 1 hour rated from Inside only per IBC 704 0 � 219 Q� ■ m prescriptive detoil Table 720.1(2) Item 16-1.3 A8 _ = V 1 2 3 4 5 6 7 8 10 Corridor Wails ao 36" 11'-6 11 13'-0" 15'-0" 15'-0" 10'-0" 12'-0" 15'-0" 00 01 Ih pa rated rtitions Q 15" p " " . . Fee . " " . . 7 . . . . r . . . . " a » . . " • built—in storage 0L. rti 8—9 66) 43 5—9 8 5—9 43�z 8—9 81 (6 8—9 6 —7 5—9 4 S 5—9 43) 5—0 8—9 43 2 5—Se 32" fi0 1 .1 .0 projwtor _ ', LP " W A = I = aA 0 ADA 33" m co m 0 o � � Q ® toilet 0 u B = 21 B �n °Q 6x6 4x6J 4x4 4xfi seat 'n one bedroom Type B 67 73 one bedroom Type B two bedroom Type B one bedroom Type B ,. I I " N " comer apartment 65 71 interior apartment interior apartment 79 interior apartment 84 corridor 4x6 9 —gY4 °D LV 10 —0 see C A13 aim L- see A/A13 see B/A13 see A/A13 aim 217 — I T 20i 2D3 205 Independent • 207 two p concrete 4x4 sided Living Lobby plinth fireplace 1 hour rated as C o extent of 4x4 F A14 1 hour rated I = = rated wall 6 WA wIb 5 W/o / corridor entry � : 87 350 sf o m to per IBC Bf3 74 4x4 i 21fi ^I 1 I N 1020.1.4 38 exter or wall 66 72 O 76 © entry mail half wall boxes 04 t hr t as Inds ated 11 Wall Type Legend � below a [ �� 0 76 w/q D O o o O 4x6 36" a1 0 1 rQ 10 1 ff D ® exterior wall see Typical Wall Section C/A11 rescue 4x6 6x6 4x6 Walls Separating 6x6 4x6 4x6 6x6 4xfi 6x6 = Vertical 61 ecess D = Cd = p a fa Corridor Walls ' = 01 ta� i Dwellers Units corridor = Exit Enclosure tg as A ® 1 hour fire—rated Fire partition A vl U1 I stair ��; �I 1 hour rated I I II 1 hour rated i I 367 sf ill[ I elevator shaft I I I I I� 1 hour rated ® stair I N ICC 708.4 exception 5 o to 200 11� Fire Partitions 1 hour rated Fire Barrier 215 D t� 'n D a �; Fire Partitions 21 i from floor to underside of 1 hour 4x6 6x6 4x6 6x6 4x6 fi Fire Barrier 6x6 4xfi fix6 0 fire—rated fllor ceilin or x6 62 see D/A16 see D/A16 E / 9 roof/ceiling assembly above �`J O S O O oSee Detail A/A16 exterior wall O 108 O floor yssenKrupp O 95 O trash of exit 97 91 ' 116 110 forced air Af+�EE 40 g N ® 1 hour fire—rated structural wall t enclosure furnace 213 I 5 elevator r from floor to underside of 1 hour v 1 hr from ❑ 118 112 212 214 1 99 93 4 fire—rated floor/ceiling assembly above r inside except t1 3 w w See Detail B/All6 as indicated w/b FwIo A � � mechanical shaft .4, 7 0 1 ul=It6d= F o non—rated nonbearing crosshatch O lot wp Fire Barrier soli wall A Indi ates Interior Partition wall ca B one bedroom Type B one bedroom Type B � see D A16 90 one bedroom Type B Vert cal Exit o Indicates 1 yp � f 105 1Q3 / ICC TBL 601 = Vertical ;� corner apartment interior apartment ; See Detail C/A1fi o Exit Enclosure see C/A13 115 109 see A/A13 aim one bedroom Type B 96 O Vert sure I 1 2 hour rated 202 117 111 204 4x4 interior apartment 9a 92 corner apartment Encl I�ir■nIE 1 hour fire—rated Fire Barrier : �, 4x6 see A/A13 sim see C/All3 aim Fire r rated c4 Date: Fire Barrier & Shaft Enclosure rier see E/A16 ' ^l 4x4 20g 210 IFC ICC 706.5 & 707.5 Continuous from (4 stories) °0 (]A � � see D/A16 floor to underside of floor above 102 01115/10 13 See Detail D/A16 Gq 4x6 4x4 106 Q R A A two bedroom T e B G I•■■r■ 2 hour fire—rated comersee D A13ent Fire Barrier dt Shaft Enclosure H / 104 H ICC 706.5 & 707.5 Continuous from c p' 49� 19� '='� 2q6 o floor to underside of floor above I 4x4 _ I See Detail E/A16 is '= N Sheet: s 2 hour fire—rated Fire Wall J J Q 'T Separating Buildings 15" Q Q ICC 705.5 to noncombustible siding " " " " " "A Pr " " _ . A} A » i " " " . » " " . CCoa dinate Size, T ICC 705.6.1 from floor to underside 8—9 66) 43 5—9 7 3 5—9 43)J 8--9 5—0 8—9 7—8 5—9 4—9 5—9 43Xz 5�-D 8—9 43r 5—9 7 3 5—9 43� 6fi1� at—go Or Type, �� and Location of of 1 hour fire—rated roof assembly » " . 87 " . " 15" .. •• Fire Extinguishers See Detail F/A16 11 —6i 15—0 13—0 13—0 15—0 37 —0 15 —0 13 —0 13—0 15—0 10—0 with Local Fire Chief 7 11 12 13 14 Nate: S e c o n oI�,F�Lo�or�Pr�t, �Ln Entrance Security System Coordinate with Shear Wall Types B C D E rF by Owner under separate contr See Structural Drawings Contractor to coordinate wf4. a 6 � �u0 1 2 T T T T T T 9 10 11 12 13 14 ` 11'--6X* 15'—W 13'--0" 13'-0' 15'-0' Lo 15`-0" 10'-0" 12'-0' 15'-0" 13'-0" 13'-0" 15'-0' 10'-0" 36' 11 66V 43XO 5'-9" 8 " 5'-9" 43V 8'—g" 81�s 8'-9" 53�g' 5'-9" 1)r to to5'-9" 8' 7�' 8'-9' 43h' W-9' 7'-3" 5'-9" 43)6" 66X" 8'-9" r ' " 8� 8Y 15 I Exterior Wall (fire s pa ation distance > 5') 25 " 15 " a �A 49 1 hour rated from nsi a only per IBC, 704 prescriptive d tail Tabl 9 20.1(2) Item 1 —1.3 QO O �J 000 OGA C3 fireplace flue }A, 1 hour rated guard rail 4x4 Fire Barrier o Elostomeric one bedroom Type B one bedroom Type B Q Liquid Flooring one bedroom Type 8 �27 133 one bedroom Type B two bedroom Type B yR 1S2 yp 1 N " comer apartment 125 131 interior apartment interior apartment 139 Interior apartment t44 15fl corner apartment extent of N 6 —B 10—0 see C/A13 aim see A/A13 see B/A13 see A/A13 aim see C/A13 Sim rated wall per IC 301 303 F3051 4x4 137 141 307 309 020.1 4 60' diameter Clock Face -E� — — — Notional time & signal HMR 360 illuminated 4x4 7 entry Through—Wall Mounted Round Clock Wu � opt below style AR markers w M01 hands extent of 1 128 1 4x4 �� 147 15'S 1 � / Balc n � � � � 25Y4 I Install per mfr (typ of :I) 1 OI sf rated wall I per IBC 126 132 138 145 151 » " 33 1020.1.4 1 1'4u 33 ext�rior ail � � Mdz1 2 O O O 0 E4)3 14� Lrrvvide s#alrwa N 124 130 1360 1 h fro inside r"t P y = 07 0 0 ,�� 00 � ex pt a indicated T 2 fl oor number signs 12—0 per IBC 1020.1.6in I 11 —0 P 22'x36' to Q rescue 2 hour 4x6 Corridor Walls 6x6 = 4x6 Walls Separating 6x6 4x6 4x6 elevator shaft 6x6 4x6 6x6 = 4x6 121 rescue a D C " " attic ventilation A 0 a, C D � ❑ 1 hour rated o DwellingUnits corridor I = f i hour rated o ! \ �y g 35'Y4 sOJr� 35 4 6 2 hour rated rated �) II I) II li !I I I I fl ? kv 5 diameter louvered i = I stair Fire Portitions I 1 hour rated 367 sf Fire Barrier t stair •� vent w/ bug screen access door o In ,n �. coiling i• I terminate at ►� t; �D C C D v 120 4x6 6x6 4x6 Fire Partitions 6x6 311 4x6 °° 6 315 = w/ ladder N 0 300 O rated ceiling 6x6 4x6 6x6 4x6 0 0 00 FEW 122 see E/A8 metal M viewing 0U 4 O 0 18n 174 1B1 155 5-4 N unheated flashing 70 sf ne exterior wall 0 O floor struct trash yssenKru 0 0 'n +i forced air boom AMEE 40 attic = below = pp N 0 122 of i i i 400 iv enclosure 36" 1�2 376 313 I 163 157 9 � 'n _ furnace elevator 00 2 hour insidehex opt 1 t84178 1 9 312 123 314 166 1ss158 1 stair W tii a c !± : rated as indicated Fw_)ol Fw/ol Fw/—ol F/al j o L.1 r i ceiling �F — " Vertical E E : 0 157 w/b R 0 ko 60) Exit Enclosure 37 X. 37)r B one bedroom Type B one bedroom Type B 1 one bedroom Type B one bedroom Type 8 A soli wall indicates 41 11 5—9 Vertical 171 169 Vertcal It Enclosure 35�4 35-Y4' 2 hour rated Exit Enclosure comer apartment 181 175 interior apartment interior apartment 162 15s comer apartment 1 h ur r ted R Fire Barrier 12_0 wl see C/A13 5 see A/A13 Sim 4x4 see A/A13 sim see C/A13 situ Fire Barr r GI 4 stories 1 2 hour rated = 183 177 164 159 ( ) Fire Barrier o, 302 304 4x4 4x6 308 310 a (4 stories) a�3 _ see D/A 6 Maintenance Fourth Floor ,ee Attic F r a rY i n 4x6 4x4 172 -� � � � � � � � two bedroom Type B ® 0 � _ comer apartment 170 H see D/A13 Q 0 306 0 I C A 4x4 o0o coo O02 " c �0 8W 15" 8)" Q Q 31r 8X" 8'-9' 663r 43 5'-9" 7' 3" 5'-9' 43h* 8'-9" 5'-0' 8'-9' 66)r 5'-9' S'-9' 431 " 5'-0' 8'-9' 43)r 5'-9" 7'-3" 5'-9" 43X" 66V 11'-6X7 15'-0" 13'-0' 13'-0' 15'-0" 15` 0" 2 10'-0" 12'-0" 15'-0" 15 26'-0' 15'-0" 10' 0' 36' Clock-tower Floor Plan Third Floor Plan F B C D E C '' ' • A 1/8'-1'--0' �v Q 2x6 brg wall 2x4 brg wall T 2 3 4 see A/A16 T T 7 8 9 see B/A16 10 11 q Beam Schedule 2x4 brg wall 2x4 brg wall 2x6 brg wall 2x4 brg wall 2x6 brg wall see B/A16 see B/A16 see A/A16 see B/A16 see A/A16 � l�o. �r l+Ionllnal Sire Dressed 51ze Cade ` o A 6x8 5 1 2 x 7 1 4 DFL 0`°r J. B 3 4 2 x 9 1 2 some 10 E PSL � a C 5 1 4 x 91 2 same 2.0 E PSL � 0 US 3 1 2 x 7 1 4 DFL ..- E 3 1 4 x i1 7 8 same 20 E PSL a' ~ ® hatch indicates 1 hr fire rated �I F 5 1 4 x 11 7 8 same Z0 E PSI, a�-a. „�.,.� joist cavity for fireplace flue (2) layers 5/8' type X GWI3 G 5 1 4 x 9 1 2 same ZO E PSL H 6 3 4 x 13.5 same 1.8 E DF F GdB Noia see C/A3 1) provide (2) layers 51W type X GWB wrap all beams _° r. 2) no wrap required at door and window heads o �, Axe O tD 3) provide posts or gong studs as indicated with o ° _ continuous blocking providing full bearing between floors to to to 4) provide slmpson CS16 strap each end where any 0 a 0 0 beams are installed without a continuous top plate 1 T 1 22} 12'—W 112'-0" `� c �. L shear framing o° o o a °o for wall above '= � o 0 o 0 0 �} 113" TM 110 = floor joists ® 24"oc = 11 " TJl 110 y ��'- 4x6 i 4x6 i o a floor joists 0 16 oc A =4JL1 Am AM 22 x36 � r C 2 hr fire rated N access door Date: w/ ladder(D _V6— — — — — — — — - 01/15/10 continuous well Maintenance Fourth Floor 2x6 LSL studs 0 16"oc Attic Framing gee Floor Plans for extent of rated wall — see E A16 for detall 3/4" APA rated T&G subflr—finf[r, glue and nail w/ 8d common nails n Sheet: 0 6'oc diaphragm boundaries, 6"oc panel edges & 12'oc field lay—out as Indicated per IBC case 1 & 3 G (unblocked diaphragm) except as directed by joist mfr2x4 brg (typical at all wood floors) see B/A16 wallA5 Clock-tower Framing Third Floor Framing Plan �e J �� 24" '_ " 24" R 55 fl span LSD ! 24" 32'-2%*' 4 " $'-3}'4" 4 " 11'-4%" 4 " " " " " coordinate 24 37,-a" 24 24 26'-0„ 24 Vy w/ elevator span span girder girder irder 12 a� 2 9 9 g 5.4 i— truss tr truss u E! S truss 12 5,4 � I Ef 12 r 6 f 22"x36" in attic access door w/ - 1 hour rated lid ' self-closing & latching hardware at elevator shaft � profile A at OSB Draftstop profile A (at Elevator) 7'-1Y4" profile B profile C AS U 0 24"_ 24*p +-4 " " 10 -D 31 -0 Beare Schedule 24 24" •� 24 " 24" 24" 10 -D" 24" span 24" 10'-0" 24" 24'_0" span span 10 -1 1)!r 14 -11)! span No. MY Nominal Size Dressed Size Grade U A16 A 6x8 5 1/2 x 7 1 4 DFL #Q 8 3 1 2 x 9 1 2 same 2.0 E PSL C 5 1 4 x 9 1/2 same 2.0 E PSL Separate Buildings 2 hour rated Fire Wall � D 4x8 3 1 2 x 7 1 4 DFL 2 ° 00 12 12 5.4► 12 E 3 1/4 x 11 7/8 same 2.0 E PSL to the underside of m 6� 6(— 1 hour roof assembly aN r A 5 F 5 1 4 x 11 7 8 some 2.0 E PSL 7771 4. G 5 1/4 x 9 1/2 some 2.0 E PSL H 634 x13.5 same 1.8EDF FG] x cs 2x12 DFL#2 Cr C) 0C I I I Notes: rafters 0 24 oc o 0 63 profile G w profile ❑ p r o f l e E p r O f I l e F p 1) provide (2) layers 5/s" type X GWB wrap all beams (at Stairs) 2) no wrap required at door and window heads > w --- -- ---- — — — — — 3) provide posts or gang studs as indicated with I v `u continuous blocking providing full bearing between floors 0 oo 4) provide Simpson CS16 strap each end where any m �. beams are installed without a continuous top plate a Truss Prof Res prone H not shown 7/16" OSB Draftstop 7/16" OSB Draftstop Cr i♦ Bsecure to side of Truss secure to side of Truss �,/ •���-Q• secure truss to top plate below secure Truss to top plate below w/ Simpson H-50 clip C�9 16"oc w/ Simpson H-50 clip C� 16"oc /pr�,de 22"x36" in attic access door provide 22"x36" in attic access door elf-closing & latching hardware E w/ self-closing & latching hardware F T A6 11AS24" 26'rO" 2'-0" 24" 10'-0" 24" 24" 26'-0" 24" span roof truss span an roof truss gable end profile C profile C C� 24"oc. roof truss truss profile D 24"oc gable 0 24"oc a 2x4 lookouts flat c� 24"oc end N let into truss top chard truss see D/A11 (typica!) 2x4 lookouts flat 0 24"oc gir er truss gir er Iruss let into truss top chord see D/A11 (typical) gi de tr ss -11 --T 6x6 post 1 12" 2 w/ ECC66 " & HU61OTF 10-0 6x6 post 6x6 post ,2�4""c 6X" n/ pCC667 w/ ECC66 1 { cv ll in wall (�/��� 1 t F V� 2x12 DFL#2Fr r f ru s ofi a 0 2 oc rafters 0 24"oc 6x6 post 6x6 post w/ ECC66 �y roof truss & HU61OTF profile G w/ !ECC66 @ 24"oc T in wall o � 0- 24" 24" °' 71 11'-0" r roof truss1 - x N 1 profile G A1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 11 I I o A o ° o n ❑ cinr esrsi ra tt hu s dbi ate t g all tr ss �® 24"oc gir 4x 4 6 Q roof truss 10'-8Y�" profile F /Y— F 0 24 oc 0 jack trusses �I elevator m ® 24 oc I •- hip truss shaft o0 profile H Lf - 3(D- - - n ❑ ❑ o ❑ F 4 1 x6 T&G pine soffit (see detail) z --\�h I - - 1 :3 4N6 f r 4 15/32" APA rated sheathing gri er trussL 14 ri erc ru s Date: w/ 8d common nails al I a I Zgirder truss 011FC 0 6"oc diaphragm boundaries R 6"ac panel edges & 12'oc field irder truss irder truss N lay-out as indicated per " " 22 x36 min IBC case 1 (block all edges)typical all roof sheathing 1 hour rated t YP g attic access roof truss door w/ ladder roof truss roof truss profile C profile B profile C Notes: 26'-D" 0 24'oc 0 24"oc 26'-0" 0 24"oc (1) Truss Mfr. to provide truss drawings and calculations stamped and signed by a Washington State Licensed Sheet: span span Engineer. 24" 24" 24" 24 24" 24" (2) Secure all trusses to beams & double top plates w/ B C 37'-0" Simpson H-1 Clips roof truss span F (3) Provide shear blocking or bracing at all wails and beams continuous between all trusses and lookouts. A6 profile E Boundary nail to roof diaphragm. Coordinate w/ architect Roof I C� 24"oc Framing Plan D E (5) Allotrusses to�nhave 2x6 directed chords ss Manufacturer A 1/8"'41-0. an 5/8" type X GWB .5/61" type X GWB continuous 5/8" type X GWB 5/8" type X GWB 5/8" type X GWB continuous 9'1-8" C1 see D/A16 fire tape only see D/All6 see D/A16 fire tape only W �1 " " 39-6" (1) layer 5/8" type X GWB co. 2x6 studs � 16 oc max. 2xfi studs ® 16 oc max.coordinate blacking w/ coordinate blocking w/ finishedcontinuous from top of floor diaphragm elevator mfr elevator mfr to underside of floor diaphragm above w all sides 7'-1 S/4' see D/A16 clear clear PT 2x6 sill secure w/ PT 2x6 sill secure w (1) layer 5/8" type X GWB 2x6 studs 0 16" oc 5/8" A307, grade A. Anchor Bolt 5/8" A307, grade A. Anchor Bolt n •- continuous continuous from top of Hoar diaphragm 24" o.c & within 12" of all ends w/ 24' o.c & within 12" of all ends w I lI all sides to underside of floor diaphragm above " " nut & 3"x3" washer °Q n f€re tape only provide sole palte and double top plate nut & 3 x3 washer �,' ..t- f. 7" min. embedment '�� 7 min. embedment � �. y r bars 0 1fi"oc max 5 bars 1fi"oc rnax � I':: # . 9) ' s ! each way (bend at footing) each waybend at footing) o foundation drain o foundation drain 1 layer 5 8" type X GWB� :F�:�•. ,.:�;.�: � '�•�,-.. -� O ye / yp Note: Coordinate w/ Elevator Mfr (2) mats #5 bars 0 16"oc max *�, w/ drain rock •� (2) mots #5 bars 0 16'oc max ' ' w/ drain rock continuous all sides each way in fabric each way in fabric fire tape only to storm drain . to storm drain 16" all sides ' `' 16• .•' = all sides 2x4 studs as indicated (1) layer 5/8" type X GWB 3 ll continuous from top of floor diaphragm to underside of floor diaphragm above �--� := '- '_ r ��+ .' ;=:: ::,= ,•. '�. .-�-.-.` _ '� - all sides see D A16 .Y� ... 'rf' .1..,' -i�n•,�_ - A •�.- -77 R Elevator / Mechanical Shaft � concrete L J concrete L U sump L � m sump L s" g" 9'-9 1/4" S" 6` 6' g• 7'-3"Ae 00 12'-1 1/4- g�_7" on sidewall flashing ridge .� sidewall flashing �i Elevator Pit Sectionsj:i A C � =�.'-o� 2/12 2 f 12 D o c _.. Q �p metal gutter metal gutter ;.4 1 by roof mfr I by roof mfr c s II ale a oe� 00 r metal roof panels I Klip Rib by AEP Span or approved ridge vent by roof mfr 1lWX I Iwo MIS E€IMR E1IIM fA6111011 mul low vanr�fasxwrr�1s70; s j 1 1 livalley %a ev a Ti I drip flash drip flash metal gutter metal gutter rake drip flash rake by roof rnfr 1 / by roof mfr 1 ] metal gutter metal gutter rake metal gutter metal gutter k w/ flashing w/ flashing drip edge drip edge w/ flashing w/ flashing A ti l -jv� 7 ridge E'u t�„P shingle over ride vent B 12 shin le over drip flash � g � ""-'" / g rake —�-6/12 6/32 ridge vent 6 12 � metal gutter --- 6/12 6/12 I w flashing fireplace fireplace "� - - - FLETI71-FL" �A� / g I flues VTR valleyflues VTR I metal gutter 6'-6' valley valley chimney w/ valley chimney w/ valley valley w/ flashing WKWro"Msaddle saddleI- r l SUL.'" shingle over drip flash rake ridge vent 'LtiT, metal gutter w/ flashing o • VNI TGTAL at Balcony below Elastorneric Liquid Flooring ( I . _. fireplace flue VTR I • at Balcony below slope Fiberglass-Reinforced Shingles fire rated shaft 1� drip class A, high definition, laminated to underside of _ metal gutter w/ flashing I a �N¢ I � w/ 30 year min. warranty NOTE: roof sheathing I � edge ,d (typical roof) ui ( Yp Coordinate the location of all roof vents I drip flash rake with the Architect to avoid locations an 0 I <,- south facing roof suited for the It I shingle over ridge vent future Installation of solar panels.in o' ,tea W I A " -� co L cc3 d drip edge 6/12 6/121 drip flashSri valley valley rake I I SECTION VIEW N drip Sar m ON finial r edge to metal gutter t-- - W.�tial sum= / �•-�• F�1$TVAY ■ w/ flashing . 4 3/4' W-39 1&2 331CK TI1 OF GLUM RAILS 4 3/4' valleyvalley metal utter 1r- „ Gum IWLS fi ledge w/ metal flashing Y valley valley g t 1/�• W-T�TFM "'�' at recessed exterior wall fireplace shingle over fireplace w/ flashing 7-B'XM IN= � 6/12 6/12 ride vent flues VTR g flues VTR 6/12 6/12 drip flash chimney w/ chimney w/ rake L shingle over saddle 6/12 6/12 saddle shingle over ridge vent _ _.� ridge vent -- LJ t•-.• 1•-6• metal gutter metal metal metal gutter --� Date: x� w/ flashing gutter gutter w/ flashing WC y �zg , } I drip flash drip flash o1115/Ia downspout P rake to storm L_ rake drain J drip flash FACE OF RAIL '0 E'-I' 91QEFR U•ti 4'-71 rake s _ 5Lor [—_ - FE73131 LEM1C - - Sheet: FH31STWAY PLAN B C D E F i A7 l v t r PlanSectionE e a o & Roof Plan Building Section Notes.- continuous shingle over ridge vent 1 1 1 CIO Q Continuous 2" soffit vent w/ bug screen 9 1 {1 4Z laminated shingle roofing endwall t is t c tt tt c tt 30# roofing felt framing 4 2 dw l€ nit 2 dw, Hill g u lits 2, 30 sf 2 dtl II€n u €ts 2 w [in u its PWD sheathing < 3, 00 sf re < 0 f re 2 w Iin u €ts < ,0 0 f re < 10 0 f rea roof trusses 0 24"oc 11 viewing 9 < ,0 0 f ea 9 11 1 hour fire---rated ceiling assembly 4 mil VB s it 4 1 v o 4 1 = o 2 layers 5/8" type X GWB o .1 31 ❑ ❑ 31 31 ❑ 31 ❑ ❑ 31 air o M Window �4 I I w n w Aill 1 hour fire—rated floor ceiling assembly N Seat ❑ ❑ 111011 ❑ 5 ❑ g ❑ at / 9 Y 3/4" PWD subflr--f€nflr 11 7/8" TJI pro 110 floor joists 0 16"oc _ 4 s i 9 rjZ 0 4 4 4 4 1 it 3 1/2 sound butt insulation 31 ID ❑ 31 31 ❑ 31 ❑ © -- N " = 1 1 windo corridor f 1 RC--1 channels CAD 24 oc ❑� Ell ❑ ❑ ❑ 41 2 layers 5 8" type X GWB seat 9 5 9 fireplace low wall a0 Y / YP N 6 4" concrete slab-on—grade 9 4 4 4 4 4 4 1 " �, s it 31 0 31 31 ❑ F1110 D ❑ stab fi N V 2 damp sand casting base � � ❑ E r 6 mil VB 6" min. compacted gravel base ❑ ❑ s ❑ ❑ �' fi ❑ ❑ ❑ 9 ❑ 5/8" type X GWB D 0 0 0 0 0 0 0 0 D 0 0 CA Tr do 4 mil VB 8 _ o 00 2x6 studs 0 16"oc r °' R-21 Batt insulation BuiLding Section U it sheathing , �;t, 7# building paper 1/80=10-01, 0 °° exterior sidingA 0 M concrete foundation wall R-10 polystyrene insulation00 W1:14 R-38 butt insulation B o Ir F [a B A 1 T T T 1 1 T vented shear blocking rri 11 un ed gable end truss 12 1 attic � 3 n e a n e tel 5.4 � unheated unhe t tti 11 9 tti 11 , � girder truss attic Ott c g 9 continuous full depth blocking 9 0 9 11 11 9 4 4 4 4 structural beam w/ apartment apartment _ 2 layers 5/8" GWB wrap see E/A13 P 4 P = 4 = = s a o 4 = �` apartment c ` a artment 1 o apartment apartment i o 10 �- I P 1 I P m P I �, .- decorative box beam see E/A13 5 5 `° 5 5 non—bearing non—rated wall apartment apartment constucted as 1 hour rated wall P 4 P _ _ _ _ 4 = 4 apartment _ _ _ elevator work point IN apartment F C4 apartmen IN-CO apartment s s s i 1 hour rated Fire Partition a- = 28.0 5 °° 5 o0 5 5 shaft 5 to align w/ exg 1 hour rated structural walllill Et. = 23.4 apartment apartment }9 1 hour rated Fire Barrier _ �average exg grade 4 c o a artment a artment 4 IN apartment apartment p P s 6 s 1 . thickened slab footing SIre 6 • � INconcrete elevator pit `" �' o o double 2x6 $ $ 8 8 8 $ °D Ll� decorative box column see E/A13 BuildingSection Wall Section Wall Section Buildin Section C 9 R-30 butt insulation B / '-i'-0' ` ' D E1/8'"=1'-0"' PT 2x4 studs CAA 24"oc R-13 butt insulation CCU l 4 mil 11B [�] ril 5/8" type X GWB concrete foundation wall 12 3 5.4 I- 2 hour rated Fire Wall 1 1 2 layers 5/8" type X GWB each side of 2x6 studs 0 1oc 6" unheated attic 11 11 1 hour rated roof/ceiling assembly metal roof panels 30# roofing felt _ PWD sheathing apartment fitment 12 1 apartment 4 apartment 1 5/8" type X gypsum sheathing P 31 Date: 2x12 rafters 1 24"1 5 5 IFC R-30C butt insulation Jill 01/15/10 4 mill VB _ _ , apartment 2 layers 5/8" type X GWB remodeled � 4 corridor 4 4 apartment 1 iIN 1 x2 over 1 x4 hemlock chair rail fi can t o 5 �0 5 5 1x1 hemlock crown trim Sheet: fi 4 � 4 s apartment entry shelf see A/A13 8c E/A13 unheated storage resident storage resident N o structrual column fi rec room B A8 7/16" OSB draftstop 10'-00 0 0 Bult'ding section - 1 D'-O)r light weight conc topping 4x4 ironwood newel post w/ elostomeric liquid flooring with 4J'x4J7 cap 11 77" 1 level of door and slope to gutter secure to beam with ' < (2) 3/4" thru bolts N 2x4 ironwood cap rm route to recieve rail 1 x1 tube steel Guard Rail }°as verify dimensions and provide shop drawings metal cap flashing belt band 00 I I NO 2x2 trim anasaa (2) layer 5/8" type X Exterior Gypsum Soffit. Board i 53)V o 9 1/2" LSL foists 0 12"oc 0! B Balcony Guard Rail A� NoI I I I 1 I 77" 11 Stair Plan V seat 13 F E D C IN 11'-on 8'-6" 10'-6" 00 I DN n $a o � rescue s 11 III 53 d- .� `° 12 U 00 'CO A s� A9 I A9 o . I I I III DN � _ 00 rn �. Stair Plan CO 77n LL _ 12" ' N E belt band see C/A10 C D F vented s " x s " t 10 -6 10 -0 10 -6 flashing 0 0 P ..I Vim vented fire shear blk'g blkg 3'_0" —15.4 wJ m iO n ° `� vented • d- N d- shear blk"gCO CD (0 hernlock handrail fire Balcony w/ easeo dges blkg 36 ab d t ead oic Guard Rail o o o o see C/I 2 IM x he bau t 4" max u cleor CD a ! be twee N 2x6 spacer �- 2x6 spacer ¢ IN along wall along wall q� o stringer ,,� I CO stringer o N U . :°' ►. _ 0 to hem ock an rail fire ! L cG co ! fire to 4 m ewe st w/ eas ed es blkg ¢ aQ ¢ blkg k M ith "x4 " c 6" boo tr d n se s cur, to ear ith •- r 13 3 4 hru I s o -! r 2 h m lus ers [ n0 °a m xim clear =�. v o c� etw n �`,�. I a0 t An minimum x� to `o ¢ min head I um head room . 80 above ! �, I �, 80 above tread nose �, a' tread nose 21---3" `O Date: 4 hem newel post {ire ;,� `,° �. fire 8' 11 `J IFC with 4rx4r cap blkg Note: blkg a 1 " 01115110 secure to beam with field verify all dimensions ' 2 _„0 I 2) 3/4-n thru bolts and provide Shop Drawings .� o I for review by Architect Y I in to on QD `; 1" bev ed osi w �O co *- d. ao ® : . visualcontra Sheet: PT 2x6 kicker /---PT 2x6 kicker from 2x12 from 2x12 A9 Stair carria e Stair eq.cspaced 6 -5" 4'-8 4" Section 4'-8 a" 6'-5" eq. spaced Section 0 12"oc max. 7 treads landing i n ing 7 treadsA 12 oc max. 1/4"=� -0* 0 11"each B 1/4'=11-0" 0 11"each `r. :� r • • • • • • - Ili •• _ •_ r '.. ter_J • � . - . _ �. •. 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' • 0 ! a • • r • - • • • • a • • • 24" 2x4 lookouts CAD 48"oc � 1 let into truss top chord a� -w V from 2x4 continuous 24 metal rake flashing LO color to match rake high definition laminated camp roof shingle Certainteed Grand Manor w/ lifetime warranty Elk Prestique Plus w/ 40 5/4 x 11.25 w/ 5/4 x 3.5 year warranty (or as otherwise specified or approved) Install Hardie Trim rake (paint) over 30# Roofing Felt per manufacturer & provide warranty 1x6 T&G cedar rake soffit 7/16" APA Rated PWD Roof Sheathing w/ 8d Nails 0 6"oc Diaphragm boundaries CAD 6"oc Panel Edges & 0 12"oc Field 5/4" Hardie Trim coordinate R-38 bait insulation provide insulation stop to maintain 2" / minimum air space building paper (paint) full ht. shear blocking w/ V cuts for ventilation toenail to copper finial see G/A10 top plate w/ (3) 8d TyplcoLl Raise Detol metal gutter & flashing cement board cornice see .B/A9 D 12 — w 6 r unheated attic ventilation 3/4w=1 0 5' diameter louvered vent w/ bug screen 1 hour fire—rated ceiling assembly provide from 2x12 trim w/ flashing at top 4 mil VB 5/4 x 7.25 hardie trim fascia (paint) t metal flashing at sill 2 layers 5/8" type X GWB w/ 2xx backer as necessary over belt band see C/A10 similar LSL rim board 1 x6 T&G cedar eave soffit w/ continuous 2" strip vent w/ N cement board rake see D/A11 double top plate bug screen c 6x$ window head 5/4" Hardie Trim at all windows (paint) see C/Al2 12 trim see C/A10 similar hemlock window casing see C/Al2 1.'A 5.4 continuous shin le—over Milgard Montecito low—e Vented Casement Vinyl Winidows W � °° It III Ill *It III III III III III III IIIIII Jtl III g double 2x6 window sillr.10 ridge vent install per manufacturers instructions I I I L I I I I 1 1 4 1 1 1 1 4 1 F I I Ig 5 /8" type X GWB cC3 o ! yP a t 4 m it VB .� ILIII Lit [ t Ill Ill Ill III Ill lit Ill I 2x6 studs CAD 16"oc 11.1 I%pl I Ill lit Ili 11R-21 butt insulation Hardie Panel siding over building paper (paint) coordinate horizontal and vertical joint lay—out, style, and 1 x4 hemlock base w/ 3/4" quarterround shoe flashing with architect prior to installation 12 1 hour fire—rated floor/ ceiling assembly (typical at third floor unless noted otherwise) to rin 3 f— 3/4" PWD subflr—finflr :M iv .4 . : .. - R, - 11 7/8" TJI pro 110 floor joists 0 16"oc Belt Band continuous at Third Floor except at clocktower 3 1/2 sound butt insulation ° see C/A1 D QT FAX RC-1 channels C� 24"oc N 2 layers 5/8" type X GWB fum Olt III,Ilk 5/4" Hardie Trim at all windows (paint) see C/Al2 thinbrick veneer belt band Work point: FFE = 27:90' LSL rim board full story at pier see C/A10 to match existing facility and clocktower double top plate Milgard Montecito low—e� Vented Casement Vinyl Winidows see G/A2 install per manufacturers instructions East Eteva t ion 6x8 window head A hemlock window casing see C/Al2 "'= '"D' double 2x6 window sill 2x6 studs 0 16"oc w/ R-21 butt insulation between 5/8" type X GWB 7/16" OSB sheathing w/ 7# aspaltic building paper Notes: copper finial see G/A1 D 4 mil VB Note $_4 • (1) T & G cedar siding to be painted or 6 2x6 studs 0 16"oc provie additional (1) or (2) layers 5/8" type X gypsum stained as selected by Owner • � R-21 butt insulation sheathing for fire rating extent as indicated at exit stairs (2) Hardie Panel Siding coordinate horizontal , —cement board cornice see B/A9 and vertical joint lay—out, style, and 1 x4 hemlock base w/ 3/4" quarterround shoe Hardie Plank siding over building paper (paint) flashing with Architect prior to installation clock face 1 hour fire—rated floor/ ceiling assembly Profile and exposure to match existing building (paint) 4" PWD subflr—finflr (typical at second floor unless noted otherwise) 3 (3) Hardie Plank Siding exposure to match metal cricket unoccupied Clock Tower attic " / " Q] 70 sf fourth floor 11 7/8 TJl pro 110 floor joists 0 16 oc Belt Band continuous at Second Floor except at entrances viewing existing building (paint} 1111111 Ali g level 3 1/2 sound butt insulation � see C/A1D w--� ( ) / 5 Hardie Trim all metal flashing at sill N ..�4 Provide 5 4 x 3. 186 sf RC-1 channels 0 24"oc interior and exterior corners (paint} 12 over belt band see C/A10 similar " (5) Provide Hardie Trim at all windows third floor 5.4I— 2 layers 5/8 type X GWB (paint) see C/Al2 balconyEIIE Cd I lit Ill 111 lit Ill ]it Ill I Ill Ill lit Ill Ill Ill Ill Ill Ill 11 Ill 11 Nil -it Ill Ill Ill ill 5/4" Hardie Trim at all windows (paint) seeIll Pit 11 ill It.- I All Ill I %L-Ill ill ill Ill ill AL C/Al2 lit Ill Ill Ill Ill 11 F--� LSL rim board double top plate Milgard Montecito low—e Vented Casement Vinyl Winidows install per manufacturers instructions 12 6x8 window head —13 IN 142 hemlock window casing see C/Al2 double 2x6 window sill thinbrick veneer by Robinson Brick AS- i5/8" type X GWB to window sill w/ full brick ledge di 4 mil VB install over weather barrier, metal lath & mortar gr 2x6 studs 0 16"oc as directed by mfr Date: R-21 batt insulation 1 x4 hembck base w/ 3/4" quarterround shoe 01/15/10 metal flashing and insulation protection shett ZAP x ,, `• - :h R-10 polystyrene insulation adhere to stemwall thinbrick veneer thinbrick veneer soldier course Work point: FFE = 27.90` to window sill w pier a / full story n at at clocktower do p window to match existing facility full brick ledge and clocktower head No e: see C/A2 for foundation see G/A2 All West Elevation : . TypicaL Wall SectionB 8w �- w C 3/4'=1'—Ow Door Schedule Door Schedule Door ScheduleU> ` number room size type material frame label hardware remarks number room size type material frame label hardware remarks number room size type material frame label hardware remarks 01 100 36"x SON 1 3/4" A wd wd 1 A 83 207 36"x 80"x 1 3/8" D wd wd 20 min 10 161 308 36% 80'x 1 3/8" D wd wd 20 min 10 02 116 36"x 80"x 1 3/4" A wd wd 2 84 207 34"x 80"x 1 3/8" E wd wd 11 162 308 34% 80'x 1 3/8" E wd wd 11 03 85 207 34"x 80"x 1 3/8" E wd wd 12 163 308 34"x 80"x 1 3/8" E wd wd 12 04 215 36"x sex 13/4" A wd wd 1 A 86 207 pr 15"x 80'x 1 3/8' F wd wd 13 164 308 pr 15"x 80"x 1 3/8" F wd wd 13 05 219 36"x 80% 1 3/4" A wd wd 2 87 207 30"x SON 1 3/8" G' wd wd 14 165 308 30"x SON 1 3/8" G wd wd 14 06 219 36"x Sex 1 3/4' A wd wd 2 88 207 pr 15'x 80'x 1 3/8" H wd wd 15 166 308 pr 15'x SON 1 3/8" H wd wd 15 ! 07 300 36"x Sex 1 3/4" L mtl mtl 90 min 3 no glass 89 210 36"x 8O"x 1 3/8" D wd wd 20 min 10 167 306 36"x 80"x 1 3/8" D wd wd 20 min 10 08 100 pr 36"x 80"x 1 3/8" C mtl mtl 90 min 4 90 210 34"x 80"x 1 3/8" E wd wd 11 168 306 34"x 80"x 1 3/8" E wd wd 11 09 117 36"x SON 1 3/8" D wd wd 20 min 5 91 210 34% SON 1 3/8" E wd wd 12 169 306 34"x 80"x 1 3/8' E wd wd 12 10 . 118 36"x 8O"x 1 3/8' D wd wd 20 min 5 92 210 pr 1 ex SD"x 1 3/8" F wd wd 13 170 306 pr 30"x SON 1 3/8" J wd wd 16 11 119 36"x 80% 1 3/8" D wd wd 20 min 6 93 216 30% 80'x 1 3/8" G wd wd 14 171 306 pr 17"x 8O"x 1 3/8" H wd wd 15 12 1 125 36% SON 1 3/8" D mtl mtl 45 min 5 94 1 210 pr 15"x 80% 1 3/8" H wd wd 15 172 1 306 pr 15% 801*x 1 3/8' F wd wd 13 13 115 pr 36"x SON 1 3/8" C mtl mtl 60 min 4 95 208 36'x SON 1 3/8" D wd wd 20 min 10 173 306 pr 15% SON 1 3/8" H wd wd 15 14 124 36"x 80"x 1 3/8" D wd wd 20 min 7 96 208 3ex 80'x 1 3/8" E wd wd 11 174 304 36"x 80"x 1 3/8" D wd wd 20 min 10 0 15 124 36"x 80"x 1 3/8" D wd wd 20 min 7 97 208 Sex SON 1 3/8" E wd wd 12 175 304 3ex 80"x 1 3/8' E wd wd 11 16 122 36"x 8O"x 1 3/8" D mtl mtl 45 min 7 98 1 208 pr 15"x 80"x 1 3/8" F wd wd 13 176 304 34'x 8O'x 1 3/8" E wd wd 12 � 17 17 36'x 80"x 1 3/8" D wd wd S 99 208 30"x 80"x 1 3/8' G wd wd 14 177 304 pr 15"x 80"x 1 3/8" F wd wd 13 18 121 36"x 80"x 1 3/8" D mtl mtl 45 min 5 100 208 pr 15"x SON 1 3/8" H wd wd 15 178 304 30"x SON 1 3/8' G wd wd 14 19 120 4ex 80% 1 3/8" D mtl mtl 45 min 8 101 206 36"x SON 1 3/8" D wd wd 20 min 10 179 304 pr 15"x 80"x 1 3/8" H wd wd 15 20 113 36"x SON1 3/8" D wd wd 20 min 7 102 206 3ex 80"x 1 3/8" E wd wd 11 180 302 36"x 80"x 1 3/8' D wd wd 20 min 10 00 eq 00 21 112 36"x SON 1 3/8" D wd wd 20 min 5 103 206 34"x 80"x 1 3/8" E wd wd 12 181 302 Sex 80"x 1 3/8" E wd wd 11 rr 22 101 36% 80"x 1 3/8" D wd wd 20 min 10 104 206 pr 30"x 80"x 1 3/8" J wd wd 16 182 302 34"x 80"x 1 3/8" E wd wd 12 V tin 23 101 34"x 80"x 1 3/8" E wd wd 11 105 206 pr 17'x 80"x 1 3/8" H wd wd 1 15 183 302 pr 15% 80"x 1 3/8" F wd wd 13 �' kn U� as ao 24 101 3ex 80'x 1 3/8" E wd wd 12 106 206 pr 15"x 80"x 1 3/8" F wd wd 13 184 302 30"x 80"x 1 3/8" G wd wd 14 o 25 101 pr 1 ex 80% 1 3/8" F wd wd 13 107 206 pr 1 ex 80"x 1 3/8" H wd wd 15 185 302 pr 15"x 80% 1 3/8" H wd wd 15 26 101 30"x 80"x 1 3/80 G wd wd 14 108 204 36'x 80'x 1 3/8' D wd wd . 20 min 10 186 222 36% SON 1 3/4" A wd wd 2 see sheet A17 PQ a V 27 101 pr 15'x 80"x 1 3/8" H wd wd 15 109 204 34"x 80% 1 3/8" E wd wd 11 a 28 103 36"x Sex 1 3/8" D wd wd 20 min 10 110 204 3ex 80"x 1 3/8" E wd wd 12 29 103 36"x 80"x 1 3/8" E wd wd 11 111 204 pr 15"x 80"x 1 3/8" F wd wd 13 30 103 36"x Sex 1 3/8' E wd wd 12 112 204 30'x 80"x 1 3/8" G wd wd 14 full light 2 recessed 2 recessed 2 recessed 31 105 36"x 80"x 1 3/8" D wd wd 20 min 10 113 204 pr 15"x 80"x 1 3/8" H wd wd 15 tempered flat panels flat panels flat panels glass 32 105 36"x 8O"x 1 3/8" E wd wd 11 114 202 36"x 80"x 1 3/8" D wd wd 20 min 10 pair single single solid core solid core solid core solid core 33 105 36"x 80"x 1 3/8" E wd wd 12 115 202 34"x SON 1 31V E wd wd 11 insulated fire—rated fire—rated non—rated 34 105 pr 30"x Sex 1 3/8' J wd wd 16 116 202 3ex SON 3/8' E wd wd 12 exterior U=0.40 interior interior interior 35 105 pr 15% 80% 1 3/8" H wd wd 15 117 202 pr 15% 80"x 1 31W F wd wd 13 36 106 36'x 80"x 1 3/8" D wd wd 20 min 10 118 202 30"x SON 1 3/8" G wd wd 14 metal clad 37 106 34"x 80"x 1 3/8" E wd wd 11 119 202 pr 15% 80% 1 3/8" H wd wd 15 Typ e p exterior face Tr e C Type- r1 V Typ e E 38 106 Sex 80"x 1 3/8" E wd wd 12 120 300 pr 36"x 80% 1 3/8" C mtl mtl 90 min 4 39 106 pr 3ex Sex 1 3/8" J wd wd 16 121 315 pr 36"x 80'x 1 3/8" C mtl mtl 60 min 4 40 106 pr 17"x 80"x 1 3/8" H wd wd 15 122 313 36"x 80"x 1 3/8" D wd wd 20 min 7 41 106 pr 15"x 80% 1 3/8" F wd wd 13 123 312 36% 80"x 1 3/8" D wd wd 20 min 5 I 42 106 pr 15"x 80"x 1 3/8" H wd wd 15 124 301 36"x 80"x 1 3/8" D wd wd 20 min 10 2 recessed 2 recessed 2 recessed 2 recessedlouvered I flat panels flat panels ( flat panels 43 104 36"x SON 1 3/8" D wd wd 20 min 10 125 301 34"x Sex 1 3/8' E wd wd 11 panels 44 104 3ex 80"x 1 .3/8" E wd wd 11 126 301 34"x 80"x 1 3/8' E wd wd 12 pair single pocket bi—fold I pair pocket 45 104 34'x 80'x 1 3/8" E wd wd 12 127 301 pr 15% 8O"x 1 3/8" F wd wd 13 solid care solid core solid core solid Care non—rated I non—rated ` � non—rated � � non--rated 46 104 pr 15"x 80% 1 3/8" F wd wd 13 128 301 30"x 80"x 1 3/8" G wd wd 14 interior interior interior interior 47 104 30"x 8O"x 1 3/8" G wd wd 14 129 301 pr 15"x 80"x 1 3/8" H wd wd 15 2" undercut L 48 104 pr 15"x 80"x 1 3/8" H wd wd 15 130 303 36% 80"x 1 3/8" D wd wd 20 min 10 49 102 36"x 80"x 1 3/8" D wd wd 20 min 10 131 303 34"x Sex 1 3/8' E wd wd 11 Type F Typ e G T e H Tvp e J 50 102 Sex 80"x 1 3/8" E wd wd 11 132 303 34"x 80"x 1 3/8" E wd wd 12 51 102 34'x 80% 1 3/8" E wd wd 12 133 303 pr 15% 80"x 1 3/8" F wd wd 13 Door Types 52 102 pr 15"x 80"x 1 3/e F wd wd 13 134 303. 30"x 8O"x 1 3/8" G wd wd 14 db! top plate V 1 53 102 Sex Sex 1 3/8" G wd wd 14 135 303 pr 15"x 80"x 1 3/8" H wd wd 15 A +�- �� r continuous -� - 54 102 pr 15"x SON 1 3/8" H wd wd 15 136 305 36"x 80"x 1 3/8" D wd wd 20 min 10 6x8 head 55 200 pr 36"x 800x 1 3/8" C mtl mtl 90 ruin 4 137 305 34"x 80"x 1 3/8" E wd wd 11 RO 56 219 pr 36"x 80"x 1 3/8" C wd wd 20 min 17 138 305 Sex SON, 1 3/8" E wd wd 12 2,-1. Note sflashing y 57 219 pr 36"x 80"x 1 3/8' C mtl mtl 90 min 17 139 305 pr 30% 80"x 1 3/8" J wd wd 16 1) all windows to be Milgard Vinyl 5/4 x 5.5 head trim d 58 220 pr 36"x 80"x 1 3/S" C mtl mtl 45 min 18 140 305 pr 17"x 80"x 1 3/8" H wd wd 15 2) all windows to be low—e glass a 3) U=0.20 or better 2'—V 1 xfi head Casing C 59 118 pr 36% 80"x 1 3/4' C mu mtl 18 insulated door 141 305 pr 15'x 80"x 1 3/8" F wd wd 13 4) tg — Indicates tempered glass (typ of 16) RO 60 218 36"x SON 1 3/8" D wd wd 20 min 19 142 305 pr 15'x 80"x 1 3/8" H wd wd 15 5) all windows to be "Vented' units 2_ - from 1 x6 head 61 215 pr 36'x 80"x 1 3/8" C mtl mtl 60 min 4 143 307 36"x S0"x 1 3/8" D wd wd 20 min 10 m p Sealant w/ & outer jamb Backer Rod liner H fit 213 36'x 80"x 1 3/8' D wd wd 20 min 7 144 307 3ex 80"x 1 3/8" E wd wd 11 �" + Head " Internal 0 Head 63 212 36 x 8O x 1 3/8 D wd wd 20 min 5 145 307 34% 80% 1 3/8" E wd wd 12 D ' grid i r from 1 xfi extention 64 201 36"x Sex 1 3/8" D wd wd 20 min 10 146 307 pr 15"x SON 1 3/8" F wd wd 13 N Internal Sealant 0 mullion 65 201 3ex 80"x 1 3/8" E wd wd 11 147 307 30"x 80% 1 3/8" G wd wd 14 fixed fixed from 1 xfi trim 66 201 Sex SON 1 3/8" E wd wd 12 148 307 pr 15"x 80"x 1 3/8" H wd wd 15 E �+ 2 2x6 mullion w cos m n � casem en 5/4 x 3 - { � / 67 201 pr 15"x Sex 1 3/8" F wd wd 13 149 309 36'x SON 1 3/8' D wd wd 20 min 10 mullion to Simpson A33 68 201 30"x 80"x 1 3/8" G wd wd 14 150 309 34"x 80% 1 3/8" E wd wd 11 �-9" 2'-s' 2'-g' top & bottom 69 201 pr 15"x Sex 1 3/8" H wd wd 15 151 309 3ex 8fl"x 1 3/8" E wd wd 12 2,RO 2,RO 2 Rom- Nat� Mullion 70 203 36"x 80"x 1 3/8" D wd wd 20 min 10 152 309 pr 15"x SON 1 3/8" F wd wd 13 provide 71 203 34"x Sex 1 3/B" E wd wd 11 153 309 30'x 80"x 1 3/8' G wd wd 14 5/4 x 3.5 jambs Daft: (not shown) �� 72 203 34"x Sex 1 3/8" E wd wd 12 154 309 pr 15'x 80% 1 3/8" H wd wd 15 73 203 pr 15'x 80% 1 3/8" F wd wd 13 155 310 36"x 80"o D wd wd 20 min 10 U8 Sill 01/15/10 Sealant 74 203 30"x 80'x 1 3/8" G wd wd 14 156 310 3ex 80"x i 3/8" E wd wd 11 _ • 5 4 x 3.5 o 'I _ a Internal / 1 x4 Casing 75 203 pr 15% 80"x 1 3/8" H wd wd 15 157 310 Sex 80"x 1 3/8' E wd wd 12 � I ot 0 i grids hardle trim sill 2 2x6 sill 76 205 36"x 80"x 1 3/8" D wd wd 20 min 10 158 310 pr 15"x 80"x 1 3/8" F wd wd 13 Internal 'r �lll ( ) stll Internal 77 205 3ex 8D"x 1 3/8" E wd wd 11 159 310 30% 80"x 1 3/8" G wd wd 14 grid grid 78 205 Sex sex 1 3/8" E wd wd 12 160 310 pr 15"x 80"x 1 3/8" H wd wd 15 LI 1 x4 base w/ Sheet: 70 206 pr 30"x 80"x 1 3/9" 1 wd wd is shoe quarter round 80 205 pr 17"x 80"x 1 3/8' H wd wd 15 casement p casement double ' " " A egress window o ❑whin interior trim to be hemlock {paint or stain as directed by 81 205 pr 15"x SON 1 3/8 F wd wd 13 9 -•----- exterior trim to be hardie trim in Al2 (point) EEI 82 205 pr 15"x 800x 1 3/8' H wd wd 15 Note Window Types Window Casin - . (A) Entrance Security System by Owner under separate contract. g Contractor to coordinate electric strike with Entrance Security System C)- �_ r C 3/8 r�—i 0 28'-8Y" 37"-0" . ' M LL Room Finish Schedule 13'-2Y4" 15'-5V 15'-0" 10'-0" 12'-0" WU co number name floor walls selling material undrlayrnnt base material finish material finish61,46Y4" 33" 3" 33" 43J�2" 15" 33" 3" 33" 3" 33" 653�" 33" W. 33" W. 33" 533 " 253�« 33" 33" L.25 " 313 " L. 33" 33" 433 " 1 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 21 " 3" 3" 3" 3" type 8 kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT comt 3354 en apartments = carat carat living carpet pad 1x4 wd GWB PT GWB/GWB/resit channels PT 3354 3354 hall carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT o carat csmt hall closet carpet pad 1x4 Wd GWB PT GWB/GWB/resil channels PT = 3354 3354 bederoom carpet pad 1x4 wd GW8 PT GWB/GWB/resil channels PT 3354 3354 3354 � 3354 3354 3354 carat carat carat N carat csrrrt c:smt carat carat 01 A13 bedroom closet carpet pad 1x4 wd GWB PT GWB/GWB/resit channels PT u7 laundry area sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT 6 bedroom 14'—$ X119'-1" 11'—W U421ILM 7 bathroom sht vinyl APA PWD 1 x4 wd WR GWB PT WR GWB/GWB/resil channels PT -I ::7 natural gas natural gas 2 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT W fireplace fireplace type B entry closet sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 27" 32" 48Y4" 3fi" 15'--2" sae ��A15 see J/Af5 apartments. a A _ _ a study bedroom kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 4 co v ip N v 1 living carpet pad 1 x4 wd GWB PT GWB/GWB/resit channels PT ! living ' living v v 3fi" 42" 32" 26" study/bedroom carpet pad 1x4 wd GW8 PT GWB/GWB/resil channels PT = c' `! 3080 hall carpet pad 1 x4 wd GWB PT GW8/GWB/resit channels PT " win wall wing wall a00 g � bederoom carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 8*-0" 48Y4 box column box Column carpet / / o clOSet hall x box beam = box beam 114, U bedroom closet ca et pad 1x4 wd GWB PT GWB GWB r"l channels PT I M see H/A14 M ,� x see H/A14 laundry room sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT In b4- 34X" 27 " cry o o crpt = bathroom sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT : c t sht ,� N N = sht 123 3080 �..i G vinyl kitchen r N N c r kitchen any 303�i" 36" s0X" 36" 7'-0" = w/d vinyl 30t30 774 ° °° _ — I ____ o " « Apartment A Nance Schedule 2 3fi z 80 sm0 k sink 743 W 348oel ct= 3080crp : _ — ' c t p a el t �,n rp crpt sht elect Ctr �dw tr �- c dye ctrl 3 «L:�: sht ahtI. ov quantitydescription manufacturer model N _ N o 0 = asco vinyl panel ! 2 vinyl vinyl Lasso, bath s- rs 23 electric oven/ range Whirlpool RF263LXT5 = a B—tc $_ "- Fre « "'� Qx30 '� c, tc a c a 2 ADA electric oven/ range Whirlpool GY397LXU I� stair bath 19" -E0 _ _ 30 refrig -g "to u t l I �I stal 1 e o 25 microwave/ hood fan Whirlpool WMH1162XVS oven e v o oven : 00 an `° NZ we I range d� r7 "� �� rang 18« w/d we 25 dishwasher Whirlpool DU850SWPS tin lav = f N lav tin _ �, N pantry L___. tr N c pantry s = 25 refrigerator Whirlpool W6RXNGFWQ 25 clothes washer Whirlpool WFW8300SW — 4X« Y1« 4 3fi 42 24Y4 37 25 clothes dryer Whirlpool WED8300SW 37%" 24�" 42" 43Y4" 40" 2 }�" 5�" 26 " �" « « 13 natural gas fireplace Fireplace Xtrordinair FPX 564 Space Saver Gas Fireplace 12'-3�4" 5'-11" 8'-113�" 8'-6" 5'-11" Notes: 53 " 1) See Mechanical Drawings for Plumbing Fixture Schedule. See Electrical Drawings for Light Fixture Schedule. 2) Whirlpool WED8300SW clothes dryer available through Costco. 53�" 3V 3V 5V 3) Provide electronic spark "green smart option" for Fireplace Xtrodinair FPX Space saver Gas Fireplace (no standing pilot light). r m Type B Interior Apt- 2 Bedroom Type B Interior Apt 1 Bed oo A SIMIlar of 9 ) 1/4'=1'-0' C shitar of 2 ) 5Y4" 3Y2" 2x4 framing 2x4 framing " " " " " 3X 8 —fi 3)r 5 —11 3X" 12 —3 4 5V 5)« 8 —6 3 « 5 —11 " 9'-1" WF 11'-8Jx" 5X" rn (2) layers 5/8 (2) layers 5/8 497 263 40 43Y4 42 24Y4 343 49 2fi3� 4Q 36 42 24Y4 37 type X GWB type X GWB — — Box Beam ❑tTT 1 x10 from 1 x10 " a — " ---'-- .. r Third Floor gV9 '� q Y2" " n' pantry . tin °' `� pantry ' �— s lav lin , 3 4 uarter 3/4 quarter ah P lav round/ round = ov t— �yyC = _ ov90300 � � ov 30x30 $ M $ I ass o M � ov 30x30 � ° m I� ac � V 3 " = ra 9e refrig bath 48 Fs 0 to N ra 9e refrig I 2 " Lt l bath I V to 5Y4 PSL beam PSL beam r sht a owls Mt ctr sht sotcll ¢ I ctr I M vie 3t�8D stall Ci�r d Ctr = 301.0 � nyl Cn 0 _ I N d elect Yt q 1 N " M �rP crpt vl 1 x1 crown (2) layers 5/8" 1 x1 crown (2) layers 5/8" c " 393 « aneI j -3 —1 « 3 2 �" " ,,, « 393� 300 elect X GWB a 30 A « 0 30 panel o) Closet trim (typ) type X GWB trim (typ) type G 74 0So I 7 �, _ �� « « « « I c, " sink s Imo' ht I w/d sink — 30 3fi 24 1 x10 23/4" from 1 x14 = c = n _ c " kitchen sht h II �p kitchen t hall 12 Y " N 3 5" 4 3/4" quarter 3 5 3/4" quarter _ 2 1±nj " 343 " 34 ' apt _ crpt = round round N `` i " win wall 1 x2 wing wall n 8 -Q 9 r _ box column box beam columnbox box beam closet = N ro WVN see H/A14 see H/A14 uO � 36 42 32" 26" _ from 1 x6 from 1 x6 CO `° N "i all sides 3/4 quarter 3/4 quarter _ " o round 1x4 round ; E livin9 living M r study bedroom 1 x4 —continuous = 36" 4834" 32" 27'0 _ IL 1 continuous from 1 x1 G 1 " GWB at wail 1 x8 , GWB at Wall r7 � 14'-8X" 12'-3%" is E 14'-8 " 9'-1" CO from 1x2 from 1x2 bedroom ' _* Date: over 1 x4 1 x4 over 1 x4 1 x4 3354 3354 3354 = 3354 3354 3354 T 3:�54 3354 IFC Chair rail 5Y4" chair rail �� " o carat carat caret N carat carat carat carat cmt O1/1511U t t I 11 " ( ) � Notew 11 �� ( } LO rO _ 3354 3354 all wood � carat carat GWB stain grade GWB 8 " 3 3" 3354 3354 — "' 83 " 3" 3" 3" 3" hemlock �n,t carat 33" �33*- 33" fifi3�" 3'-73�" 2'-9" 2'-9" 3'-10Y4" 33" 33" 33" 66X- 25V 33" J�f3" 253F 31V 33" V-33" 43V Shea: from 2x6 framingNot 2x4 framing3" 15'-0" 10'-0« 12'-Q« 'I see C/A11 for typical base 13'-2�4" 37'_0" Corridor Beans and Decorative Columns 1 Bedroom Type D Corner Apt 2 Bedroom Type B Corner Apt E ._ ._ . C .._ .� . D 1/4'=10-0' c shllar of 3 ) 3/4 -i 0 1/4 i s c slM�lar of 9 28'-84" 37'--0" , oc Room Finish Schedule 13'-2W 15'-5 ' u r name floor walls ceiling " " 3" " 4 " 15' " 3" " 3" " C5 21h- 33' 3"1. 33" 3" 33" 79' 33" 3" 33' 57" 33' 3" 33' 43 ' i numbs a 4fiY4 33 33 3Y1 33 33 33 XiLL material undrlaymnt base material finish material finish 1 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT 3354 3354 type A kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT cam{ crnt apartments living carpet glue dwn 1 x4 wd GWB PT GWB/GWB/resll channels PT hall sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT laundry area sht vinyl APA PWD 1 x4 wd WR GWB PT WR GWB/GWB/resil channels PT 3354 3354 3354 3354 3354 3354 3354 3354 3354 bederoom carpet glue dwn 1x4 wd GWB PT GWB/GWB/res11 channels PT ' ''t 't csm t cant csmt Csmt r t camt csrnt csm# bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resll channels PT = bedroom bathroom sht vinyl APA PWD 1 x4 wd WR GWB PT WR GWB/GWB/resil channels PT `D 1 2 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT 3 natural gas` natural gas fireplace fireplace type A entry closet sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT — '--34" 15'-2" see ,I/At5 sae J/At5 apartments kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 3 " 15'-2" W-1" 12'-2' living carpet glue dwn 1 x4 wd GWB PT GWB/GWB/resil channels PT 8iaY4" �4"— eo N 21Y2' 38 ! living ! living o a study 4}J" bedroom study/bedroom carpet glue dwn 1x4 wd GWB PT GWB/GWB/reell channels PTUD { " •-- L— ca hall carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT 3$" 20' ra bederaorn carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT 0 closet wing wall wing wall a l box column box column bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT �v N c t = box beam box beam Co laundry room sht vinyl PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT vinyl see H/A14 © 0 see H/A14 c t F bathroom sht vinyl PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT dryer _ �Pt I I — �. ;htd- � �t _ � ?'� O hall l l vinyl d N Nnyl = t c ®0o �. kitchen {{ washer L „ r N N c kitchen co �� �27 41" �$ 38" 16 closet (14 a " " r� �c m 36X 38 LO ,. " " l u7 :.�.]Onk 0 0 30" " electFIF M 22 48 18 r M smk 74X 39-' = panel — linen co �A Toilet Accessories „ _ _ � crpt c ''_ �; tn Grab Bars: Bradley $00 series 505 linen — 9 _ ctr I a eht = W V = °° Toilet Tissue Holder: Bradley = elect � 30 shower30- f ADA show r panel ctr dw N l I N dw N 2 y LaoA3636-Bi=S ° ` ADA Undersink ° f - - N Lasco 3636 I =� l '"' 1 a0 8toilet Pipe Insulation: Brocar Trap Wrap l I I I r = c o "� dryer ") I w ADA options o Co 218 Mirror: Bradley 780 _ w/ ADA apt a N N r ADA Toilet: see Mechanical " Install per a 30x30 0" '- 30 = 30x30 " O h i all per-mt. l c v _ `Ai refri refri - 18 ..J r .� cC> I 9 vven g oo v� w N = oven v o o u _ ADA Sink: see Mechanical (or approved} t° o we — 18" range '� ``� rang -H it j 1 S" — foldi g washer yyc , N 0— N ® � pantry r N N c pantry e ctr for Toilet fixtures 3fi" see Mechanical drawings X 26 40 �— 49)" 42' 52X- 40" 2 X" --4 45Y4 42 " 49 . 55�" S8" 8'-6" W-11' 9'-1" 11 -�" 12'-3%" 8'-6= S " 3 . 3 " 3 " 5h" ADA Toilet 208 Flan 12'-'°" 5'-11" s'--3' C 1/4'=1'-0' Toitet 119 shlter 1 Bedroom Type A Interior Apt 2 Bedroom Type A Interior AptA u 1/4'=V-0' C typicat Of 1 7 1/4•=i'-0' C typlcat of 1 70" Be", 7C" 18" ADA sew semigloss 40" grab bar 6" paint over WR 42" ADA GWB 3'-8 1 2' 3'-8 1/2- mirror � 12 grab bar / � �'"� • ,� 3fi AQA ADA hand adhesive applied grab bar sink & o install thinbrl peck r veneer " co hardware o _� o = c 5/8" type X WR GWB ADA 10 M E undersink N s` _ r pipe 0 I0 or cement board water insulation l " � toilet closet " " " 4" rubber _ " " 13 3 2x4 framing tissue 18 52 18 cove base 56 x 8 x 2 thick � holder �-- granite mantle �'� Lobby side only = - r� (2) layers 5/8" 4X6 see-through gas fireplace 4x6 type X GWB ADA Toilet 208 Elevations HEAT & GLO ST-36 D front as selected by owner from 1 x8 � Q� 1/4"=1'-0' Tvltet 119 siMitar 12x12 stone or porcelain the 6w over cement board undeloyment 5" 3 4" quarter 12" 10'-0" ��" 13 " � round q U to W 13'_00 6 ro 1 x2 ~ resident mailboxes front loading brass Salsbury Industries model 2016FL w/ M clear windows & peripheral trim coordinate options w/ Owner soldier course beyond -_ PSL Beam w/ wrap from 1 x8 3/4" quarter 2x4 framing round 1 x1 hemlock trim box beam align w/ beams & soffit 5V 2x framing w/ G 4x6 column w/ wrap continuous from 1x$ from 1x hemlock GWB at wall kb 2' granite mantle Date: corbeled brick supports IFC c h I ven er P F lam counter w/ soldier course between 3/4' hemlock veneer PWl [ 1x n se w/ Alder nose ` over 3/4" PWD base GWB 1 x4 01/15I10 ie *- see-through gas fireplace ffi 3,Y2 1x t m ® © N HEAT & GLO ST 36 " 1 front as selected by owner 1x6 hemlock nose 23�Xa t M soldier course base = 1x4 trim front all WOOd t0 be align face 5/8 GWB a . typical base stain grade Sheet: hemlock Wr 2x4 cripple wall 35W W-31/4" 24" 30' 2e 18%i�" 22Y4" L.22W 18�i�' 10 35W seat seat 2' BC BC BC 1 ' varies 2x4 framingA14 W-31/4' 82X 2 83-N yFirep Lvbby WallLobb lace Window Seat Apaatrment Column/ Wingwall E ._ . �l/a•-1�-0• G / • ��-0• H 3/4"=Y-0. 0 Q ... 2'-2 5/8" 1'-11 3/8" 24' 30" 24" 12" 30' 12' 3 26%" W, 297 " 461 - 3/4' TBeG hemlock soffit WC WC WC WC] WC WC non-rated soffit under ceiling mechanical WC soffit y� GWB front v, Elo, =as cx as 011\ 1 f ��, = 1x1 hemlock trim 0 Ej I:::13 El 1:1 INtypical at Corridor & Lobby ai recessed can light micro „� l 1 1 2" dia grommet wave wall mount r / 9 fire extinguisher o * 3/e hemlock PWD top ----- " = Plam backsplash 1 x2 over 1 x4 chair roil T I 2x4 framing i ODtypical at Lobby & corridors Plam counter a: co 1 hour rated shaft -OD ITI 11 oo refrigerator 7/16' OSB (2) layers 5/8" © © parallel ch im n e y type X GWB shaft approach (3) 8" dia. VTR continuous all sides = L dish oven/ from concrete floor washer ran a through roof 1x4 base w/ 3/4" g ry� ; fire tape only quarter round shoe 0 provide firestopping i at flue penetrations ik.:- 5/8- 12" 36" 304' 24r 24' Mr 24' 12' 30" 12" 10 57%" 24" 12" 18- 29V 36" 12't 2x6 framing (fiat) BC 1' DB SB DW BC Range DB BC BC WC refrig 3 BC GYM 50V 4 Type B Entry Type B Kitchen Q 42e •.-� 4x4 ceramic tale 3/8`=1'-0' I a n over cement board laundry/ 1" 41Y4" 1" laundry/ 1" 36" 1" 36• 1' " " so2tOR apt onl to y 17 r 42%" whole house Md whole house 18 37 4 WC WC soffit to Laundry bathroom exhaust-\ 1 0 10 exhaust exhaust 34"dp 34'dp 2 BR apt only intake grill 33 ' deep 33j" deep soffit L� 6 a, a, �� ® CA N 5/8 GWB � soffit ni -� � � coorinatePLAM over recessed lights 3/4" PWD base 2 BR apt only w/ shower x k n " block for42'x42" 37" �'`�2 2 oa ose 4 Plam backsplash future >0 o01x4 oak trim , dryer Plam counter w/ 42' ADA » mirror Lasco Losco 'rw o Alder nose & trim grab bar 12 ADA _ �"� � 9 4836-BFS 4836-B�'S to : co : water acrylic acrylic _ closet ao shower co shower stall o , 4x4 ceramic tile � EM stall w/ grab bars , over cement board © © no sea '� ache ashe to is :typical base 0 0 © 5/8" � shoe only °r 10 M ❑ ❑ tGWe Fat recess »Ll 1 r ] " 1 r toilet tissue »36 ' Fireplace Xtrodinair 3Y427 8 27 36 Folder 1 no recess FPX Space Saver gas fireplace 1" 1" set d grout elevation to or rear vent as necessary WC open WC open BC 18' 24�" 9' 24" 9" 23�' 18' front as selected by owner y 34"dp 34"dp 34"dp coordinate w/ mfr T BR Apt 2 BR Apt °B 1 dp DB 1e p Apartment FirepLace Type B Laundry Type B Bathroom n i 3/86=1'—V C 3/88=1'-08 2'-2 5/8" 1'-11 3/80 2e 30' 2e 12' 30" 12" 3 263 " 3 ' 29 ' 3/4" T&G hemlock soffit WC WC WC WC WC _7[WC WC non-rated soffit under ceiling mechanical soffit e ---GWB front _ = 1x1 hemlock trim El El N 3 N E El a typical at Corridor & Lobby II recessed can light micro wave well mount = 1 1/2" dia grommet fire extingu sher I _ 3/4" hemlock PWD top Piam backs lash sink ANSI 117.1 = I : sink ANSI 117.1 aR • work surface 1x2 over 1x4 chair rail p � + work su ce _ - co 1003.12.4 I ?, 1003.12.4 work surface Cd ANSI A117.1 typical at Lobby & corridors Plam counter -co rn ANSI At .1 k ANSI A117.1 r uo 1003.12.3 IV, �1003.12 co refrigerator 11003-12.3 • '�"""'� parallel r © © approach 1� 0 undersink dish oven/ 0 d. , _ pipe insulation _ v washer range _ _ . a�, � � E �' 1x4 base w/ 3/4" '`� '� E parallel parallel "o '� I! II r, a 0 E o a E ° V E= quarter round shoe E approach approach 0 N 1 N E o 1 Ilk NIC rV 3�18' 30 30V 24- 30" 24' 12" 30" 12" 24" 57V 10 If. 24' 12" 18" 29V 30" 18" 1' OB open DW BC DB Tyne A Units: BC WC refrig open Owner's option In compliance with ICC/ANSI A117.1 1003.12.4.1 exception 2 50)r Type A Entry Type A Kitchen Provide removable casework and continue floor finish under casework W at kitchen sink and work area E 3/8'=1'-0` F 3/811=1'-0` H 9" wall laundry/whole house /—I soffit at 18%r soffit to Laundry bathroom exhaust 52" exhaust OR apt only 2 OR apt only intake grill soffit r■nerr■rrsse q0) ` 0 n n align face " 18' ADA recessed lights p y wall at 1 OR apt only 40 grab bar 2 OR apt only ADA BC at 2BR apt only gr2abAbaA 6" 42"x42' type transfer = 4' Plarn backsplash ADA hand mirror asco 3636-BF � I 12' 36 ADA sink & / ADA option Plam counter w/ grab bar hardware N Alder nose & trim install per mfr Date: IFC © `3 01115110 ashe dryer BC at all Type A opts g c E c e7 ADA = N E Lj water co closet 1' 27" 1r 27" 1" toilet. 1" 1 "tissue undersink recess cone Shy: .84 57" holder 1Sr pipe 42" for shower stall Insulation set in grout 1' BC open BC coordinate w/ mfr 3edp 34"dp A15 Type A Laundry Type A Bathroom sole plate secure per sole plate secure per sole late sole late secure per sole plate secure shearwall schedule p P P p e cu a per 0� shearwall schedule shearwall schedule shearwall schedule UL 3/4" PWD subflr-finflr 3/4" PWD subflr-frnflr 3/4" PWD subflr-finflr 3f4" PWD subflr-finflr adjac nt floor 3f4" PWD subflr•-finflr ❑djac nt floor tz at some at some locati ns locati ons 11 7/8" TJI pro 110 11 7/8" TJI pro 110 — 11 7/8" TJI pro 110 0 16"oc 11 7/8" TJI pro 110 0 16"oc � w/ sound Batt insul w/ sound bait insul secure to LSL secure to LSL between between w/ simpson HUTF w/ simpson HUTF 11 1"x1 i" LSL blocking 1 3/4" x 11 7/8" LSL 1 3 4" x 11 7/8"" LSL continuous 11 J"x1 J" LSL continuous between joists at / / 11 7/8" TJI pro 110 secure at each end Ll w/ simpson L50 0 160oc secure to top plate secure at each end secure to top plate intermediate bearing w/ sound batt insul w/ simpson HUTF w/ simpson HUTF 7/ w/ simpson L50 0 16"oc between fire tape & finish fire tape & finish fire tape & finish fire tape & finish fire tape & finish double top plate double 2x6 top plate double 2x6 top plate double top plate single top plate to underside of floor to underside of floor (1) layer 5/8" type X GWB (1) layer 5/8" type X GWB each side (1) layer 5/8" type X GWB 1 layer continuous to underside n ' ( ) e 5 8 type X 2 layers 5 V continuous to underside Y / yP ( ) y /8 type X continuous to underside GWB each side , 1 hour fire rated 1 hr fire rated flr/clg or GWB each side hour fire rated continuous to underside continuous to underside floor/ceiling or roof/clg assembly floor floor/ceiling or of floor above *� roof/ceiling assembly / g of floor above roof/ceiling assembly roof sheathing (or) roof sheathing (or) 2x6 studs 0 16"oc 2x4 studs CAD 16"oc 1 hour fire rated shaft lid 2 hour fire rated shaft lid 1 3/4" min end bearing 3 1/2" min intermediate bearing 2x6 studs 16"ac 2x6 studs C 16"oc }' oa � 00 2x4 studs CAD 24"oc R-21 batt insulation R-21 batt insulation00 sound butt insulation at exterior locations at exterior locations U (not shown) (not shown) 9 ;:,, PT sill plate secure per PT sill plate secure per PT sill plate PT sill plate secure per PT sill plate secure per— shearwall 0 shearwall schedule shearwall schedule shearwall schedule shearwall schedule � v o �0 Cd IL � a Note at First Floor Walls ONLY this - Wall Type to have Note: General F'irrri r Note- Note: this Wall Type to have additional layer All Fire Barriers to be this Wall Type to have additional layer additional layer 7/16" OSB to one side of the studs 7/16" OSB to exterior side of the studs constructed with 7/16" OSB to exterior side of the studs installed for shear resistance prior to installation of GWB installed for shear resistance prior to 5/8" type X Gypsum installed for shear resistance prior to see shearwall Schedule installation of Gypsum Sheathing Sheathing in lieu of GWB installation of Gypsum Sheathing see Shearwall Schedule at all Exterior Surfaces see Shearwall Schedule I 1hr Fire Partition 1hr Structural WaLL Nonrated Partition 1hr Fire Barrier _ 2hr Fire Barrier B C D E 3/4 1 0 3/4 1 0 3/4 —1 -0 3/4•=V-0' Qtneral Note• At Contractor's and/or Building Officials request the double top plate vnr vnr �- information Architect hspeall c specifying therovide PWD attachemnt of the gypsum PWD sheathing over (1) layers 5/8" type X Gypsum Sheathing VM wall board and/or gypsum over 2x12 rafters or framin 0 16"oc ,Q +� sheathing as required by IBC 9 r R table 720, a UL Design, or a GA file. J/A14 I= f s J/Al e J/Ala I existing apartment � r+ • ?Moo ° LF LF Lr � (2) layers 5/8" type X GWB V1 W°/A10&C/Aa underside of 2x12 rafters 0 16"oc Trr G-energi Note:L 1 F 7 1 v'F The typical ceiling consists of (2) layers 5/8" type X GWB PIC$ Cl (2) layers 5/8" type X GWB each side of 2x6 studs 0 16"oc o continuous to underside " ° ° ° ° ° ° vee to underside of roof structure of 1 hour fire—rated connection a# 24 oc. The typical roof assembly QPMUM floor/ceiling consists of(2) C ° ° , ," layers 5/8" type X GWB to p '�C 7p5.fi.1 the Fire Wall is permitted to teminate p ""' , "+ ° "'°/A14 ° VM underside of RC-1 channels p a "'°A10 ° 24"Oc to underside of floor at the underside of the roof sheathing of the lower structure " roof provided: � actors � 16 oc. s� W W W 1) The lower roof assembly within 10' of the wall has not less than a 1 hour fire resistance rating and the entire length and span of supporting elements for the fF L VM W 2x6 PT base plate rated roof assembly has a fire resistance rating of n not less than 1 hour. 13 2) Openings in the lower roof shall not be located us °WW ram"*aft ° remodeled apartment within 10' of the Fire Wall i tir Me barfa air°/A14 1 existing as 4" concrete s.J/A15 sw J/A14 foundation sib—on-grade RR ° ° -- ►'r R over 6 rn I aVB Date: IFC crosshatch indicates 01/15/10 compact gravel base vnr V, as directed by Engineer Hatch Indicates extent of Non—Rated Soffits an Third Floor Retaining Wall Soffiting at First Floor and Second Floor similar RH Range Mood see D/A2 Install under continuous 1 flour rated ceiling ar floor/ceiling assembly BF Bathroom Fan Sheet: See sheet A15 for dimensions and coordinate with Mechanical LF Laundry Fan DV Dryer Vent VTR Vent Through Roof VTW Vent Through Wall Third FLoor Sof f it MP Membrane Penetration A16 PL a� 1 Pro% de Firestopping 2hr Fire WaU WHE Whole House Exhaust F 1/211=1'-01P v ir...1:. 0 GS 1 E.L. LI I 17 l7 17 17 � EF condenser pad below Nardi plank siding 3 p 'x3' concrete ad for condenser � metal gutter downspout Install shooting and building paper 12'-0w over building paper 4" cocnrete slab—on--grade w/ flashing to storm drain before removing existing roof sheating �y over 7/16 OSB shth 5 1/2 sack minimum and protect from the weather 12'-0" w/ 6x6—W1.4xW1.4 WWF over 2" damp sand casting base provide 6 mil. vapor barrier protect existing 2x6 st ds O 16"oc C over $" ruin. compacted gravel base rooftopequipment II I � I see structural Notes 2xfi overfroming w/ R21 butt i I between for placement of control Joints Fiberglass—Reinforced Shingles A w 5 8' e X GWB R I align floor level with II class A. high definition. laminated or step trusses / I # / / YP a, I 9 6x8 DFL 1 ova 4 mil V.B. A I I existing Dining Room slab a1e� w/ 30 year min warranty window head oa o I to match existing roof f roof truss O 24'oc A I see Meet Al for extent shin a over ridge vent I 6/12 pitch remove condenser for I of new concrete sidewalk I ( c dining o existing Dining Room HVAC I E E I o addition �� i�o I E relocate other condener I E 17 E"" 17 Existing Kitchen M �� I 222 N see mechanical Drawings I N g I (no work) A I U Dining gable end truss cpt 12 wd x 6' dp conc. strip ftg �I �4 drip flash rake 44 w/ (2) #4 bars continuous � y II Expansion I Kitchen \ I N I align w/ bottom of exg ft � below \ 6x8 DI=L#� I g below. C I 0 I window head 100 assume 4' stemwall V infill existing I " II I remove exg roof shth ` f at Vx2' window flat cig A I w/c#4 bars onc s horiz O 24"oc max. y rafter far N patch to match sy la into 6 x10 opening for sidewall at Kitchen 6x6 M w/ #4 bars vertical O 48 oc p access and ventilation alternate bead at ftg K4 existing g dir— Kitchen shingles 6x6 let into sloped clg 2e _ _ Nr below I Fsidewall I 17 5 1/4' x 11 7/8' 3 1/2 x 9 1/2' 00 existing wall 1Q,_o. � KITCHEN I 17 00 flashing 2.0 E PSL beam PSL beam 6x6 let into �c downspout to storm drain at 7'-2' aff 2x6 rafters O 24'oc existing wall 6x6 U � strap each end � '-+ metal gutter w/ flashing w/ Simpson CS16 8'-0" A II — tn remove exg wall align w/ 24 rT7 �I existing wail above 10—5 12" 4 axis#ing 4 v tic new rooftop HVAC new roof line to remain " existin �: ,► see Mechanical span nonbearin DINING a �' Dining Existing Dining wall g c o - Dining below (no work) o a below Roof PLcxn Roof Framing Plan Floor Plan Foundation Plan D � ` � C pie•= '-o• B • - • A 1��•=�._o Fiberglass—Reinforced Shingles 2x6 over 2x6 P.T. sill plate 5/8" A307, grade A, Anchor Bolt O class A. high definition, laminated secure w/16d O 3"oc 48" o.c & within 12" of all ends w/ w/ 30 year min warranty " nut & 3"x3" washer to match existing roof new rooftop HVAC new roof to match existing building 4 cocnrete slab—on—grade flashing 7" min. embedment on curb w / 9 rake boards do hashing to match existing building continuous ridge vent w/ fix6 1.4x1.4 lAllfVF over existing attic o Wo work) over 2xfi see Mechanical (paint to match exg) 2" damp sand casting base metal flashing (n 15/32" PWD sheathing existing exterior light see slab sealer R-10 polystyrene insulation w/ 5 1/2�fists O 24"ac salid fill rigid roof Electrical Drawings adhere to stemwall existing insulation betewwn joists roof stockpile topsoil and backfill align with existing roof Ali slope away from building 2% min framing and match slope infill existing metal gutter relocated condenser 6 mil vapor barrier window (2) layers 5/8" existing and downspout overlap joints 3 ft 4" PVC storm drain patch to match type X GWB ove Dining Room match line R 186 e p existing min and tape fl0 backfill � at Kitchen Kitchen " �- l 2x6 fists 24'�oc fi min compacted PC 5 8 minus ravel base r. i bars horizontal 24"oc 5/8" type X G aver / 9 exg siding to remain 2x4 s horiz O 24Toc .. 6'-0" L28Y_0" field verify depth `1 #4 bars vertical 0 24"oc existingKitchen align top of footing r.= alternate bend at footingconcrete floor w) • �•••� 12'-0" with existing II ,; (no work) slab sealer It new addition °0 y: ..;. filter fabric & drain rock 4 • Hardie Plank siding over building paper (2) #4 bars continuous 4" perforated foundation drain profile and exposure to match and 12 slope 2 to discharge 2' damp sand align with existing building (point to match exg) casting base R-21 batt insul V 1 over 6 mil V.B West Deviation South Elevation Foundation ]Detail Budding Section I remove tap soil Q �, v HJ K F provide fi min. see detail K/A17 1/S'=1'-0' 1/Z'=1'-0' 1/4'=1'-0' compactgravel base 1 a'-0" new rooftop HVAC on curb w/ flashing see Mechanical remove sheathing for ventilation and attic access coordinate curb w/ architect at time 15/32" PWD sheathing of construction over 2x6 Joists 0 24"oc �...,� ridge vent ridge vent w/ 5 1/2" solid fill rigid insulation betewwn joists match existing rake align with existing roof framing and match slope unhe 3ted ttic unheated attic R-38 butt insul orchi ee to verif if rn hani I existing attic R-38 batt insul architec to verify if mechanical with insul stop g �• attic ventil flan i nec sary . attic ventilation is necessary to maintain 2" clear (no work) fascia & gutter to match existing " R-21 haft insul (2) layers 5/8" (2) layers 5/8 type over type X GWB over wd trusses O 24"oc vented shear blocking exg siding to remain wd trusses O 2eoc Date: to match existing IFC install beam (2) layers install beam _ dining existing remove wall 15/8" type X dining I addition °' a) 01/15/10 N GyyB a, R-21 haft insul 5/8" type X GWB over o ' v Dining Room l II , addition " 2x4 s horiz 0 24 oc l existing Kitchen � � � all n concrete floor w/ concrete floor w/ existing concrete flor floors slab sealer (n0 work) slab sealer Sheet: 0 0 existing thicken slab 2" damp sand 2" damp sand foundation casting base R-10 rigid insul casting base R--10 rigid insul secure w/ 5 bar dowels 0 1oc over 6 mil V.B. over 6 mil V.B All remove top soil remove top soil E provide fi" min. see detail K/A17 , , provide 6" min. see detail K/A17 Building Section - _ AAlV1nAL�AlAYH1I ,,A,,,, Building Section compactgravel base J E I 'l_ I: V ,orijl y.ite: :I Rl.:n:F1'n- �• .r_,�w,.i , -m aRr ,a, r . i LLj Uj 1 hour _7� 1 hour 1 hour ou fir -a rated coning assembly fire-rated fir e-rated coning ceiling assembly assembly 2x6 studs O 16"oc 7/16" OSB sheathing R-21 butt insulation applied vertically w/ 2x6 studs O 16'ac 7/16" OSS sheathing 4 mil VB inside face edges over framing or blocking R-21 batt Insulation applied secure to framing w/ 6d common nails PP vertically w/4 mil VB Inside face edges over framing or blacking O 6w oc panel edges and 12 oc field secure_to framing w/ 6d common nails (minimum u nailing see structural drawings) O 6' ac panel edges and 12`ot field 2 la 5/a` type X GWB 2 la r8 5 $" type X GW$ sheathing 2x6 studs O 16"oc (minimum nailing see structural drawings) ,�' panels applied horizontally or vertical) (2) R-21 batt insulation " " p pp Y Y panels applied horizontally or vertically 4 and VB inside face , 5/8 type X GWB 5/8 type X GWB shooting secure Inner layer to framing w/ 6d cement coated, secure inner layer to framing w/ 6d cement coated, ' " type 4 panels asecure poi d vertically 4! panels fro vertically 1 7 8' long. 0.0915" shank dia, i 4" r w PP Y / g / die heads 1 7/8 long, 0.0915 shank die. 1/4 die heads 5 8 t e X GWB framing w/ g / spaced O 6"oc to all framing spaced O 6"oc to all framing 4' panels applied vertically 2 1/4' type S drywall screws 2 1/40 type S drywall screws secure outer layer w/ 8d cement coated, secure outer layer w/ 8d cement coated, secure to framing w/ 7/16" OSS sheathing spaced O roc to all framing spaced O 70oc to all framing 2 3/8' long, 0.113 shank dia, 9 j32r dia heads 2 3/8" long, 0,113 shank dia, 9/32' dlo heads 4-a • in e 2 i/4 type S drywall straws applied vertically w/ joints to covered w/ Joints to be covered wj spaced O 8 oc w/ vertical joints over studs spaced O 8 oc w/ vertical joints over studs � spaced O roc to all framing edges over framing or blocking tape and joint compound tape and Joint compound joints to be covered w/ tape and joint compound Joints to be covered w/ tape and joint compound secure to framing w/ 6d common nails Inta to be covered w r-1 / O 6" oc panel edges and 12roc field cement board siding toe n in P 9 g cement board aiding and t compound P l (minimum nailing see structural drawings) over building Paper over building paper g install per mfr. install per mfr. 1 hour fire-rated cement board siding 1 hour fire-rated 1 hour fire-rated floor/calling assembly floor/ceiling assembly over building paper floor/telling assembly Install per mfr. V� d N 00 continue GWB to underside of GWB continuous to underside of floor above, GWB continuous to underside of floor above, 1 hour rated calling assembly roof sheathing, or 1 hour fire rated shaft lid roof sheathing, or 1 hour fire rated shaft lid <C Exterior Wall per IBC 704 Fire Barrier per IBC 706 Fire Barrier per IBC 706 ,� 1 hour fire rated assemby 1 hour fire rated assemby 2 hour fire rated assemb 1021 y 4 rated from Inside (fire side) rated from both sides rated from both sides " Complies w/ IBC TBL 720.1(2) item 16-1,3 Compiles w/ IBC TBL 720.1(2) Item 15-1.13 Complies w/ UL posing No. U3011 Complies w/ ill Design No. U356 Complies w/ UL Dosing No. U305 (GWB sheathing intercongeabie w/ wallboard) ' cu (GWB sheathing intercongeable w/ wallboard) p 00 on Typical Exterior Wall 1 Hour Exterior Wall 2 Hour Exterior Wall C/All D/A16 E/A16 1/2'=1'-0' (1 hour rated from the inside only) 1/2'=1'-0' (solid wall at west stair) 1/2'=1'--0' (solid wall at east stair) 48/24 span rated. T&G. subfir-finflr, F1 M installed at right angles to joists Construction Adhesive conforming to ASTM D 3498 applied to top of Joits all panel butt Joints over joists. 2* (min)right wood structural panels Secure w/ 8d common nails pp g t angles to trusses with 8d nails (see floor framing plans) wood roof trusses (or) 2x10 (min) rofters O 24'oc 11 7/8r TJI pro 110 floor joists O 160oc �- w/ 3 1/2" sound butt insulation between 4 mil VS double top plate RC-1 channels O 24"oc (for Joists at 16'oc) (2) layers 5/8" type X GWB (2) layers 5/8" type X GWB PWD sheathing over Fasten perpendicular to joists using 1" long type S screws. BASE layer 5/8' type X GWB applied at right angles and secured to BASE layer 5/8r type X GWB applied at right angles to wood roof trusses O 24"oc Chanals must be doubled at GWB anal and joints. RC-1 channels O 24"oc w 1" long type S drywall screws spaced O 12"oc. w 1 1 4" type W or type S d (1) layers 5/8 type X Gypsum Sheathing P .�° � / 9 yP �"Yw P � / / yp yp drywall screws spaced O 24rvc over 2x12 rafters or framing O 16roc FACE layer 5/8 type X GWB applied at right angles and FACE layer 5/8 type X GWB applied at right angles to wood roof trusses O 24. oc secured to RC-1 channels O 24"oc w/ 1 5/8r long type S screws w/ 1 7/8" type W or type S drywall screws spaced O 12"oc at joints and Intermediate trusses spaced O 12`0c field and O 8'oc at the butt joints and 1 1/2r type G drywall screws O 12"oc placed 2" back on either side of end joints. 1 hour fire rated assembly 1 hour fire rated assembly 1 1/2r long type G screws must be spaced O 80oc and Joints offset 24' from base layer joints. Complies w/ GA File No. RC 2602 (trusses) and RC 2601 (rafters)Complies w/ IBC TBL 720.1(3) Item 28-1.1 6` from each side of the transverse joints of the FACE layer. existing Complies w/ E5R--1153 4.17.2 Assembly B FACE layer must be finished with joint tape and compound. FACE layer joints must be offset 2e from base layer. apartment j�n 1 Hour Ftoor/Celling 1 Hour Roof / Ceiting (5/A8 ' 4/A8 Cd 1/2'=1'-0' (typical 1st & 2nd floor ceiling) 1/2'=1'-0' (typical 3rd floor ceiling) (2) layers 5/8' type X GWB underside of 202 rafters O 16"oc wait ode plate secure per ode plate secure per sole late Per IBC 705.6h the Fire Wall Is permitted to roof provided: at the P sole plate secure per underside of the roof sheathingof the lower roof vided: shearwall schedule shearwall schedule shearwall schedule 1) The lower roof assembly within 10 of the wall has not leas than U a 1 hour fire resistance rating and the entire length and span of 3/4" PWD subtfr-f€nflr 3/4" PWD subflr-tinflr 3j4" PWD subflr-fintlr 3/4" PWD subftr-finflr ad)ac t floor supporting elements for the rated roof assembly has a fire at a a resistance rating of not less than 1 hour. locatl ns 2) Openings in the lower roof shall not be located within 10' of the Fire Wall �. 11 7/8' TA pro 110 11 7/8" TJI pro 110.E 11 7/8' TA pro 110 O 16"oc 2�e layers 5 8" type X GWB (bath sides of framing) w/ sound butt insul w/ sound batt insul secure to LSL wj simpsorn WUTF 4' panels applied horizontally or vertically I91 secure inner layer to framing w/ 6d cement coated. �V between between 1 7/8' long, 0.0915' shank dia, 1/4r dia heads r� 11j"x1i" LSL blocking 1 3/4` x 11 7/8r LSL continuous 11 j`x11 LSL continuous between ,joists at spaced O 6"oc to ail framing secure to top plate \—I hour fire rated intermediate bearing \_1 hour fire rated 11 7/8' TJI pro 110 secure at each and w/ simpsan WUTF secure outer layer w/ 8d cement coated, w/ sound bait Insul 2x6 PT blase plate 2 3/8" long. 0.113 shank dia, 9/32' dia heade w/ Simpson L50 O 16"oc Hoar/ceiling or secure to top plate floor/telling or GWB continuous #o underside of floor above, roofjcening assembly w/ simpson L50 .O 16'oc roof/caning assembly between roof sheathing, or 1 hour fire rated shaft lid spaced O Woe w/ vertical joints over studs double top plats rem odel a Joints to be covered w/ tape and Joint compound I�14ts�; double top plate d�� single top plate double 2x6 tap plate to underside of floor Per IBC 70&4 fire partitions Per 1BC 708.4 fire partitions apartment connection 5/8" type X GWB may terminate at underside 5/8" type X GWB may terminate at underside (1) layer 5/8" type X GWB 5/8" type X GWB (both sides of framing) of 1 hour ceiling assembly (both sides of framing) of 1 hour tailing assembly continuous to underside (both sides of framing) 4' panels applied vertically 4' panels applied vertically1 hour fire rated 4! panels lied vertically secure to framing w/ secure toframing w/ floor/ceiling or psecureptpo framing w/ 2 1/4" type S drywall screws 2 1/4r type S drywall screws roof/ceiling assembly spaced O Tot to all framing spaced O roc to all framing 2 1/4" type S drywall screws spaced concrete joints to be covered w/ joints to be covered w/ joints c to be covered w/ foundation to all framing existing slb—on--grade tape and joint compound tape and join# compound tape and joint compound VB 2 studs O 16"oc 2x4 studs O 16"oc over 6 _mil_ x6 1 3/4 min and bearing 3 1/2" min Intermediate bearing 2x4 studs O 24roc crosshatch indicates Date: sound butt insulation compact gravel base 24 studs O 16roc as directed by Engineer IFC PT all plate secure per PT sill plate secure per PT all plate PT all plate secure per 01/15/10 sheorwall schedule shearwall schedule sheorwa€I schedule Retaining Wail 1 hour fire rated assembly see Q/A2 r rated from both sides Complies w/ IBC TBL 720.1(2) Item 14--1.3 1 hour tire rated assembly Complies w/ UL Design No. U305 rated from both sides Complies w/ IBC TBL 720.1(2) item 14-1.3 Fire Barrier per IBC 706 1) Walls Type PW3 to have 7/16` OSB to one side of the studs Complies w/ UL Design No. U305 1 hour fire rated assemby Sheet prior to installation of GWB. dote; rated from both sides Fire Barrier per IBC 706 Complies w/ IBC TBL 720.1(2) item 15-1.13 2 hour fire rated assemby 2) Minimum nail spaceing indicated. 1) Minimum nail spaceing Indicated. Complies w/ UL posing No. U305 rated from both sides See Shearwall Schedule for nag spacing at shearwalls. See Shearwall Schedule for nail spacing at shearwalls. Complies w/ UL Dosing No. U301 A18 1 Hour Fire Partition 1 Hour Structural Wall Nonrated Partition 1 Hour Shaft Enclosure C Hour Fire Wall A/A16 B/A16 C/A16 D/A16 F/A16 1/2'=1'-0' (diagonal hatched walls) 1/2'=1`-0' (horizontal hatched walls) 1/2'=1'-0' (clear Interior walls) 1/2'=1'-0' (solid Interior walls) 1/2'=1'-0' (hatched Wall at room 219) Cat corridors & between apartments) (at Intermediate floor foist bearino) I Shear Wall Types 2006 IBC,Sells D,E,er F(3x far>3S0 pif,ASD) Standard 5tructurai 5 ifications --- ConstructionCalc, Inc (CCI) Standard Structural ecifications -- ConstructionCalc, Inc (CCI) Min' sheathing Edges, Maximum Fastnee° 518"dia, Standard ftrucWral S ��cations -� ConstructionC21C. Inc (CCI p 1€6d sole plate Shear Wail thickness and and sole Pl. Nail!Screw Spacing u, on One or Edged stud Anchor Bolt to 4nor Allowable,shear ,. s- "l ype Type of (lfnteirmed is 2x, size {E Edge, . 7) BASIS OF DE51GN —APPILICABi,.E CODES: barrier (deetgned by others) are recommended far all interior slabs. , Both Sides spacing Spacing- framiing - Sbeathin t'p) F=Field) cn i} LOADS. a)This design 15 based on the IBC, 200G. All construction shall adhere to the minimum I) Contraction Joints. Contraction Joints shall be provided in all slabs at a maximum of 8 p r1 7/1 G"Fly One Blocked 2s Id"DC 8d f-b"E, 17n 1~ 48 in. OC 9 in.OC ?60 plf seis r uirement5 of said code. Contractor shall be responsible to comply with all 05HA and feet on center.in each orthogonal direction. Contractor may use tooled pints or `zi € i _ F" 364 plF.wirid a)1 ollowing are the loads used for the subject design j analysis: # p p Y 9 J p - _......._. _.,.-..,.,.m.,..,..._ ...,,.._...,,.....,.. ,,.._....,..._,t...,..,�,.., »_. »,.,. ..._f . _ ...., W.,._.,.,».._... State Labor and Inditrtes. Standards. Contractor assumes full responsibility a5 to strips'. Light gage metal keyed-Joints are not recommended" in slabs sobject to „ } 1 �+ i 350 lf,.sels } " Roof live Toad: 16 pgf tx) Interior wall dead load: 7 psf P�Y3 7/16 Ply Q7ae I" Blocked l 2x + 16 OG 8d 4 E, 12 F 36 in.OC :1 8 irr. OC 1 !z construction methods used, safety provisions employed, and the firiished a5-built condition vehicular traffic. Slab reinforcement shall be continuous across all contraction Joints. l•„•.,,.,..•._ . .., » E » l �_ �»-_„.•w.,,, _ .__ww�_ ...... 490plf.wind I,} Roof + cedln dead load. 15 5f x} Stairs and exit areas live load: of the structure and related Systems. m,,, �: M;.,_. _.._ � - �.», _ n) Ex ansion (isolation) oint5. Ifx"�ansion (isolation} vines are r uired where new concrete !, _ ' i „ ,-. f" „ s 380p1f,5eis - 9" p 7/16 Ply i n Blocked 100 sf p Ji p j PW9 G oc ell 16 1? Sd. E, 12 F I , p ,wind 3' 3x' C 9 32 in.4G 6 in. QC s32 !E Ili)- snow load: 25 p5f p 8) COMPETENT CON5TRUCTION PERSONNEL: slabs are poured ago nst exis i 9 concrete or masonry, and where shown on the plans. ».w,........,...._. ,, .,.,.,.. .. ,.w_. _ »_.,....._„ ». . ,,...,.....- -, »_,... _�,.....,_.„ .....,,,»,. ,„,., . I..,. .,._ xi) Hallways and corridors: 100 p5f Expansion ,joint material shall be asphalt impregnated fiber board or similar, % inch _ ; Blacked 3x2 _ 490 pit:seis iv) Floor live: 40 p5f a)Only competent personnel familiar with construction and safety practices germane to the thick. FWb. Vi6 Ply i One 1, i 16 0C 8d 3 E, 12 F 26 in.OC { 3 in.0C . 6$ti plf"wind XH) Public assemb and dining areas: project shown herein should be employed to assemble and construct the work. _._.......,. _., _ i...,.._._.,.._..._....1....,,._..»...._, ».,_, .M.,.._,.._..a�_..,�_ �„, _,._.._...... ....__,.W _ 6d cooler. - v) Floor dead: 15 p5f 100 psf i,i) Construction (cold)Joints. Where used, the previously placed concrete surface"shall be s f�„ i „ , ;, ; 9} TEIVIPORARYSUPPORT AND BRACING: S3P { 16 nr24 nadso,rA 6, n i clean and free of laitance. Reinforcing shall be continuous across the joint. Cold" Dints GWI r" Both ;Unblocked 2x i 4. E;4 .F 60 in. QC" 9 in.OC 145`pif vI) -.Deck live: 40 p5f g J J board OC 1-114"13i'ar S . xiu) Seismic Des Category: D a) General. Provide adequate temporary support to all wails roofs beams columns, and floors In slabs should be full depth vertical face and form a straight tooled edge. Cold joints eo! po 9 9 J .....»�..._„..._, : ,.... ...__w.__. } _.,..,_.............. ......,_............... i .,._,.,...,�....,, � . .serervs..,, , .�, ,,.....,, m...,, ,... € ___ .....,, � vli) Deck dead: I 0 _,._ » _,» ........... p5f xiv).Wind Exposure C , 3-sec lust• during construction. Design of same I5 not included herein, unless specifically shown. constructed in this manner may also.function a5 contraction,joints, � � � �" Vile) Exterior. wall dead load: 10 psf 85 mph. Contractor or owner should check all temporary supporting devices with a qualified _ 6dgaly,nails d) Footin brains. Footin drains, with washed drain rock or Mira Drain or uivalent extendin at8 x 4 gyp: ; t i. 1G"ar24"` orNv. ,.1. i person. Contractor shall be res onsible for the adequacy of all temporary andlor g g g G�V4 , Borlr Blocked I 2.o OG ,� 4"E, T"ic" 48 i7i,DC G irr. OC 20' pif p p �` p to finished rade, shall be provided at"the base of all footin s and retaining walls which will" sheathing [ 1 119 WorS 2) APFUCABIUIY OF THE5E 5PECIFICATIONS: permanent support systems. g p g g ; pe pp° have earth laced a ainst them. Footin drains shall be 4" erforated pipe routed i l scrervs i this report. p g 9 p pp i work addressed n � ....,.... ..�:.,._..._.... ,_.............._.�,,,,;...,.,.....:.._........_.. :................:.........:..,, a)Theses ecification5 shall be adhered to for all w_ k p p b) Retainmci Wa115, Do not backfill against retaining walls until concrete has cured to at least downgradient to daylight, unless otherwise Specified. Footnote t Ply=CDX,GC,or GD.piywaaci. 036 of' thickness:aitd span rating may suhslituted for-plywood. b)5ome sections of these specifications nwy not apply to the scope of work of 2,500 psi (okay to use high early strength admixtures or additional cement in the mix to 12} STANDARD CONCRETE: Double2x nailed togothe"rwith 16d at 3".00 41aggened may W.sulzstituterd for X ar 4X, Pasitlorr sheathingjoirEt.edges over joint of doubled x ConstructionCaic, Inc (CCI). Use-of these Specifications for work outside.of CCI s scope achieve this). For retainin walls that are to be connected at their to to horizontal floor Footnote 2 member§,and apply edge nsllin to.each of the doubled Vs. At sole".lates,.doubip.#pp plates,comers,and edges of openings, p g g 9 p g p gs,stagger nails to evenly Q) 9 p shall be at the sole risk of the Contractor. ilia hra m5, do not backfill a ainst the retaining wall until such horizontal diaphragms are in a)StrengthTMix, Placing. All concrete, unless otherwise.specified in the Plans shall attain a 28 distribute edge nalling"to'undedying members. place and properly connected to the retaining wall. day strength of fo = 2,500 psi, -and shall contain not less than 5-112 5ack5 of cement Sole plate nailing only applies to interior shear walls or exterior shear walls In which plywood.sheathing stops"at the bottom of a nailed sole plats:In cases 3) 41M1T1 D SCOPE OF CCI S WORK: per cubic yard. Maximum waterlcernent ratio shall be 0.45, and maximum slump = 4". Max. Foafiote s where plywood sheathing`extends Wlow.the nailed sale plate and is edge-nailed.to blocking,foundation sip plate,or ether solid IF baI w.nai!sots a)The scope of work of ConstructionCalc, Inc (CCI) is limited to structural analysis of a new 10) CONFLICTS OR ERRORS fN PLANS. aggregate size = 71,9'. Mixing and placing of all concrete and selectcon of material to. See in pla#i4s with 1fd at 12"QC or less. bulldtn to be built adjacent to and north of'the existing Chandler's Square complex in a) Contractor 5hail verify all dimen5,on5 and `fit' conditions in the field. Should the Contractor accordance with IBC and ACI 304 (latest editions). Provide 5%n air entraining in all Thera shall be one anchor bolt within 9-inches of each end of all shear walls.All ancl►ar bolts shall be fitted with S"x3"xt7.25"washer(slotted Al�ay)and, 9. Jy Anacortes, NIA. We also analyzed one floor beam In the existing budding at a corridor or fabricator note any conflicts or errors in the Plans and/or specifications, they shall be concrete exposed to the earth or weather.. Faatnata,5 With SE tightened nut.Anchor holes may be farmed in place or wet-set"J;boita with a#least 7-lnehes embedment;or all-thread rotohammered and epoxied. modification. CCI takes no responsibility or liability for items not specifically addressed in brought to the "immediate attention of the Engineer. if any questions arise during with SET epoxy,"6-inches embedment,min. -N the calc5, sketches, or call-outs. construction pertaining to any structural matter, the Engineer shall be consulted #3) CONCRETE REINFORCING: footnote 7 Gyp sheathing shall be 4'wjO pieces applied parallel or perpendicular to studs,w 2'wide pieces applied perpendicuair to framing.,Na narrower pieces. �� � allowed. immediately. a)Strengt,� h, splicing,_Ben4 ng. Reinforcing bars (rebar) shall be grade �40 (Fy = 40 k5j), 0 b)Unless specifically Included above, CCI has. not analyzed any portion of the existing y' unless otherwise 5pecifred in the Plans. Lap all bars 30 bar.-diameters, or as specified bu'lldings, including but not limited to: foundations, beams, columns, walls, floors, floor 1 1) FOOTINGS, FOUNDAMON5, 5LA55 ON GRADE: elsewhere. All reinforcing shall be detailed, bolstered and supported In accordance with kA framing systems, roof framing system, connections, etc. a)Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of CCI. applicable ACI code, Bars shall be bent with minimum G bar diameter radius for sixes,up to s 4) OWNERSHIP OF THIS RETORT: CCI depends on others for the provision of soils data, which includes but 15 not limited to: and including No. 8, and 8 bar diameter radius for bars larger than No.B. r�1 V1 Goo allowable bearing capacity, li liquefaction potential, sloe stability, active and passive lateral 1� a)Ownership of" this report, all calculationS, 5ketcheS, and other intellectual information gq p p y' p b)Tres. For reinforced concrete beams, wails, .columns, pilasters, and any other element- resSures, internal friction an !e, and cohesion. Foundation design herein is based on the v � ertainin to tf+e project shown herein shall remain the sole property of CCi. p `� g wherein the main reinforcei�nent bars are enveloped with tee bars (a,k.a, stirrups), the ties " � cn p 9 I' J eotechnical report Materials Testin and Consulting, Inc, Dated dune 8, 2009. CCI $_4 g p � g g shall be bent with the least radius of bend 5o a5 to envelop the.rriatn rebore without the ere 5) SINGLE PRO,IEGT: takes no responsibility or liability for future settlement,.or damage or injury due to earth bars cracktng or .breaking. The tie bar ends shall overlap the main bars at least one bar � a)These calculations, sketches, notes, and specifications are valid on for the project movement or failure of any kind.. � 4 E � only p J diameter. The diameter of bend shah not be Smaller than the diameter of the maim bars in oo � indicated herein. These documents are not valid, are not applicable to, and shall not be b) Foundations. Footings on Sail: Genera(, All footings to bear on undisturbed existing soil. contact. used for arty other project. unless otherwise shown in the plans or calculations. All organic and deleterious material beneath the footings, foundations and slabs to be removed and replaced with granular fill c)5fabs. Reinforcement In slabs.on grade which will be, subjected "to vehicular traffic shall be 6) INSPECTIONS: #3 centered in a tg" minimum Slab, at: 1 S" O.G. each way, unless otherwise shown herein compacted to 95% relative compaction. Bottom of footings to be below locally or. in the Plans. Such slabs shall have.thickened edges consisting of a 12" x 12" monolithic a)CCI recommends that. the.Contractor, Builder, or Owner retains CCI or another g,uabfied prescribed frost zone, not less than 12". Replace all over-excavated areas with granular structural specialist to provide on-site inspection services of the itern5 analyzed.l designed material compacted in 8" maximum lifts to 95%a Relative Compaction (RC). footing with 2 ea. #4 continuous at the top and bottom of the footing. p p p P herein. it Is the responsibility of the Owner, Builder, or Contractor to arrange such I) Reinforcement for slabs which will not be subjected to vehicular traffic shall be WWF, li inspections. c)Slabs on Grade. 5ubgrade below slabs shall be similar to the above, except that '02% G"xG"x 1 Oga. or#3:at 24" O.C. each way, centered Ina 4" slab. relative compaction is acceptable. A layer of free draining material and a suitable vapor I _ 1 2 3 4 5 6 7 t3 9 10 11 12 13 14 I 14`—fib" 93'-0" Shear Wall P W3 P W6 concrete wall Types ® � Legend l A,1 0. B ® P W1 Cd B A B A B A B �7WL�. 1fi 1fi 1fi 1fi 16 16 lfi P W6 _ 14B'-1" � ® GW A GW1 0 GW4 Notes: v I � 1 � 1 3 1 i l i 1} Coordinate with Cd in cNa C1 I� A N CL n IL r Architectural Wall Types 16 ® ® ® `� See sheets A3, A4, and A5 � — E 2) Coordinate Shear Transfer See sheet A16 148--1 Foundation Notes: G W� 1) Contractors option to use 9 Simpson Titen HD 5/8" x B" 1 g bolt (or approved) in lieu of e A B A A B 5/8" A307 Anchor Bolt Al B Al fi 1 fi 1 fi 1 fi 1 fi specififed at thickened slab 2) Contraction joints shall be provided in all slabs at a maximum of 12 feet on center or as approved by Structural Engineer Date: . 1FC 01115/10 CO o C A11 concrete wall Sheet: Simpson HPAHD22 (typical of 12 locations) 107'-6r install per Mfr. instructions " S -1 PW6 First Floor Shear Wall Plan i�g•�i•.-o• i . - � — a Calc IncMCI) standard Structural tf�cation5 -- Con�tructtonCalc Inc CCI Standard Structural S eciftcatlar�s �- Cortstrl�cttot�Calc i c. CCI Skafling: Ivlariimumis c ' Standard-Structural Specifications Comtruc n ) pec ( ) p ,. n ( ) )terali tYelatessand. aiad` eA. Nadtrace 5`fia3ng ��- oi Opp or i stud. A>itoi' It ht ©nr1blir1 o c TS' of (_�fermeffls..Zx, s`r a 99--ugE,.. _ w » „ i 13ot1il Sii[es; . i£paciiag. ; . > 1FielrT) pac framig a p by pp g �' 9 9 p Y pp Y 9 9 d)Welded Wire Fabric. Welded were fabric (WWF) shall be ASTM A-185. 5 lice !a to one 3 x i/4 heavy steel washers, -wrench tt ht. Wet set anchor bolts shall have a hook or v) Fn meer shall s eclfica## approve an bolted connection ustn less ed a distance than S�eat]iln ): .� mesh +2°all sides. head on the embedded encl. shown above. 1 -1/16�1ry ..Dire: Sdl. =t " ; 2 �38ir€:°aG .r g r• 4p1i�,vituad.... . - e) Hooks. For 180 deg hooks, p ree rovtde a minimum of 2-1/2 inches or 4 bar diameters f 5 i) Rotohafnmered anchor bolts may be used in lieu o wet set. ee specifications in ,j) Laq Bolts. All lag bolts great d 4 er in diameter than 11 shall have pilot holes pre-drilled. Size w r• . ...• .• .•-•r : •:_• W » µ � ��-�M µ - '" extendm beyond the bend. For 90 d ree hooks, rovide a minimum of J 2 inches previous section. of pilot hole in threaded portion steal! be 7D% of the unthreaded shank diameter {or 71i6"°P Dne :+ dock . 2 t t n't?C 8 ` " y " 1 .00 A. 001 n g ey p :VW3 Ply. . . 490 pi1�, icy ... alternative 90% of the root diameter of the threadsportion). - - d Pt#ot hale diameter of .. . ., :t. extending beyond the bend. � alternatively. . .,..�.,.,:m, w..,.� ,_..�:.�,.�:... -.�.-�. . � :•_.:�:.:�.�:r_».: ,',-;�, ,. �.�.� .�...»�... : ;= �,�.�..,,� :.-�,�»�.� ..: : .���: . _. ii) An alternate to wet set anchor bolts and wa5her5 may be 5lmpson MASA at the same unthreaded portion shall be the same diameter as the unthreaded shank, f)Cover. Provide the following minimum saver: spacing specified above. i''l' ?Il6".Py. a Bloelced :3xb":t7 ' . 8F :; !2 F , ii :0,C: fn: ' 3 $t ,vftct i) Stmiasons 5D5 Wood 5crew5, Where specified, _ . l°� ,r � .,, b»...,rr .,,ew. H, •,..�s ...r.., . �. !{ .«. , � �.„�:, ., M. kK;. ,;, ,�� m . _ -� -w ,r .:.: ..:_:....._..__ sp , per Ri•9� r n ormed Surfaces distance from the bar to earth face d) Built-U Members. Built-up members consistn of dimension lumber (typically 2X stock) are — :; ,F n ,► _ g ' !). Footings and oche unformed p 9 ,p recommendations. In eneral these do not.need pilot holes. However, if wood.i5 old . T//6`'Ply, Aire Woobd. 3x � I�'©C � ��_� ��irr::0C'' :fit,VC „ permitted where shown in the Plans. Connect with !Gd face nails at G OC staggered into _ ... _W....w .......-.. .. _..�...� :� .rw ' �K:��.: '»r�. , ; ,- , r: .�..',�� �. . » _ •�_� �a :'.ram' . � ��,r it) Formed surfaces in direct contact with earth ......2 and or very dry pilot holes may be required to avoid Splitting. Use length as specified all built u members. No splices allowed. _ 3 Sao,"lea~ :�1. p p in Plans but never less than required to ensure full strength. rr it in) Surfaces exposed to weather.........................1�-1/2 SlB;,�P � 16 or-.2 - fiu�l�'gr Ncj;6; . �'"�,�'''F: GO tr.:�7E � S€,a�r.�C 14S'�1�: e-) Pressure Treated lumber. Use pre55ure treated lumber in contact with concrete and 1 or awl Bvt�, �.tliiht�clr�cl � Zx €: ,, � :� 17) PR-FABRJCATFD FRAMING CONN1 CfOR5: 1 board: f _ CSC 1: t . 1'P�zrS: iv) 5urfaces exposed to salt water............,...., .31, soil, and when directly exposed to weather. Pressure treatin chemicals shall be inert or 1 pa ........ y p 9 - ..:,:.::e...r.:.4.a.a:.:ml::.Yn$r::.»,«r:.:n'..^.:nt....:'^'a::.,,r.:::l:rY:.w�+ti:F. .r:ru.r:�..r..:n.»n:aiw•l1»Nr,ir«.u.«..-mo.i.rb••+::- - w..nw4wu.)ww:-� r..�srw:rt4G:.'w31wK.w1.l��.n...vl�w'W.�...�...re ...bW.u.:M„aiwwrn.,t:•�.w.Yt_ - 0 a�1Cr�.�, 1 otherwise non-reactive with metal connectors (including nails, boit5,-framing connectors, a) Manufacturer: Simpson brand is specified, however any other nationally recognized brand 14) ANCHOR BOLTS iN CURD CONCRT'E: dgaFvr� etc.) or structural steel members. (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all /, a)General. This section shall apply to anchor .bolts installed in cured concrete using X 9��Ry�:, ttrl t�l'2Q" Oa` O;'�+/ .� 4rt ;.7"I' ' 48'ir.Q #1>ti'Q�,' E} ' applied loads in all orientations. fit; � Both �: ..Blo�ked- � 2z; ,� �' i) In certain cases non-pressure treated lumber may butt against concrete. In theseJiachtir_g: G - i1�._.° " rotohamrner techniques. I srevs- cases use a layer of heavy, asphaltic-treated construction paper between wood and b) Installation: The Contractor shall install all prefabricated items in strict accordance with then-� b)Existing Reinforr-gle. It 15 important that no ex€sting rebar5 are drilled or cut during the concrete. manufacturers recommendations and requirements. The load car in capacity of the R rY 9 p tY Footnote Pdy���iX, a ar : .plywbo56 of siiniiai`itiiclenessd=sp A ig may eaip§tl#iifscl#ai`plywood, installation epoxy boltin . Location of existin reinforcin bars may be by non-destructive prefabricated item cannot be. uaranteed if this rovision is not adhered to. Nails and - p xy g 9 9 r p 9 p . -09 t rst or rafters Da ble 2 iY 31ed to atler rvltli 1. 1' ,D. ti err,may be sins#ituted far:_37f ar�l ,. P.af1(on=siiealhing)gintages over j4fit of`doiit € f) i�Iockina 1 $ridgmg, Provide full depth bridging or blocking at S OC max. n,10 is ._ x-.a . . s. 98 _ methods achometer . 5crew5 which will be exposed to weather shall be alvarived or 5tainle55 steel. if - do b to ' isles csii ie a d s of is eilin' s 8 i31t riai[ ta'.ea+ert#y~ #� fp ) p 9 , n.. d§6 p a without continuous plywood diaphragm connection on the top . Footnote 2 membets,�itd1ytlge cts#llrig to ash otYie do►tli; �s''s, At sole:pfa(es,. .G..I .. p p... .-. . ... c)Washers. Use 3"x3"x.25" washers on all anchor bolts in light frame construction. Washers installation risks cracking of wood, contact engineer for alternate nailing and / or alternate- dWtdb00 edge 6ej1 tig to uriaerljri[tg rrlsi�tbers: � i) Provide solid blockm at all bearin points. connector. = . ,. *Bills:ne a eciorsheaiiival s Inv ch' .. :ood sty h1q stopt,*th-bdWffi ui_a::fiiiiti sole glad ,lri crises' may be Slotted as allowed by the IBC. g g9 +-� ' tafepiaiQnai#irigQnlyappliestarinteriorshear -.. ._fit.. . . i ..-. hf... p� 1� e l e din .exiehds flaw the nailed sole 'leg apd1s,edge•riaifed to biacising.fognd" tok 911[plafe,of,-ttiar-solid laming taei i►►n[..n il,s6l t •,�-.-•+iI oisinate w er..P. pad sh a.. 9 p 4) .Non xy -.'Systems.. Use 51mpson Titen HD or Simpson Wedge--All where shown in the ii) Framed floors which support posts shall be 5ohdly blocked within the floor cavity to c)Corrosion Resistance: Use the following 'depending on the level of corrosion.resistance plat s with.l0a-ai 1;"tS wtoss.: d shear loads. Install per positively transfer posts loads through the floor to the 56pport5 beneath. required: Plans. These anchors may be used to resist tension loads an ea p mere shag f7 :i n ai plior bait with n.3•inottes:vf each acid of aii'shear walls.Ail:aricnor't►ofCs sfraJl be f3tta�with 3"x Ait(3. asMer(statte i toita}�}end i or alltt€reazf�otoitaunrnarel�artt€g xiod r recommendations. Minimum concrete embedment = 5-inches unle-55 Partition Walls. All non-shear wail partitions on slabs shall be secured with { , 145 diameter i taw Corrosion Resistance. 'Use standard G9C zinc Coatin rite .SO oz r e s +iren fi-ti l�teited n%at A n}r r h It rttay t fa filed[iti pl s:or:urotpset.t�bolt?;:w ,at least?=tootles errii dmenti . Fro manufactu er s eco g) p ) g w of zinc pe Fatitnnt 9 otherwise specified. power pins at #G' OC, unless otherwise shown. Shear wall partition walls on Slabs shall Ike square foot of surface (total both sides). Typically used for interior or exterior dry With SET e 6•tnirliesei>thedrnent,riilit:. ' l lace a. If : :; lfol'ax a :i tllceila ta.s1040r,aT `-�eriitepteces appfiled'perpeiidlcoalrto trartiirig :No irla�rcnrr pieces: e}F oxy 5ystems. Use Simpson tie bolts tam with Ef or S>�T hi h siren th epoxy, connected to the slab with the anchor bolting schedule shown on the Plans. application, :gyp sMeatt ft siiall..bO 4 w d p.. . s pP p ._.p p epoxy-tie Y5 g g p xy, ootnote 7," 4-k alld*ed. with zinc plated, A307 'all—thread" bolts, as shown in the sketches. artiling of hales and !) nearing partition walls which carry loads from above shall bear on,)oists or beams sized n) Medium Corrosion Resistance: Use Z-Max galvanized products with 1 .65 oz of zinc per ,. 00 installation shall be in strict accordance with manufacturer'5 recommendation. to carry said loads. If not shown on Plans, contact engineer. square foot of surface area (total both sides). Hot dipped per A5TM AG53. Must use C POWDER ACTUA'T"FD.PIN CONNECTIONS (`POWER PINS'). h) Beam Su orts (Trimmers). All Glu-lams or Pamlam beams shall have (at a minimum) double hot-•dipped galvanized fasteners with these products. Typically used for exterior wet °� 1 Is,) PO R � � . a)General. Unless otherwise specified in the Plans, use 0,i 45" diameter minimum for trimmem or a 4X posh at each bearing pant unless otherwise shown. sawn beams 6X 12 or applications. � � 23'-1� r ' less May use sln fie trimmer-at bearin points, lac er size sawn. beams to use double iii) H! h Corrosion Resistance: Use HDG hot-di ed roducts with a minimum of 2.0 oz of V) concrete or steel. Minimum embedment length into concrete shall be 1-114". Minimum y g g po g g pp p oa „, trimmer or 4X post unless otherwise shown. zinc per square foot of surface area {total both sides). Thickness of a#vanimn G W4 ,� r in shaft throe h the member, whichever i5' g '� embedment length into steel shall be; 3/8 , o p g increases with increased.-metal thickness. Must use hot-dipped alvanized fasteners shorter, Install in strict accordance with manufacturers recommendations. i) Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug pp 9 o b) Concrete Use. For use with concrete, adjust spacing of pins, or pre-drill with J/I G" wrench tight condition; use standard A307 bolts. Provide the following minimum edge with these products. Typically used for very wet'exterior conditions 0 ;� 0, diameter smaller bit than in, as necessary to avoid cracktn of concrete. distances between centerline of bolt and all edges of bolted wood, and between d) Nvldown5: � 'q p � 9 centerline of multiple bolts: CD .i) 5tr�e. Install per manufacturer's recommendations. These holdowris shall be o ri a 1 G) CONVENTIONAL WOOD FRAMING: r) 5/8 inch diameter bolts ................... 3 inches installed over plywood or O5B sheathing to a double--2x or Single 4x framing member. A)'Material. All sawn framing lumber shall be Douglas Fir - larch, Number 2 or better, unless otherwise shown, All sawn wood shall have moisture content less than 25%. � with the prefab. Wood manufacturers i e. Paralam, TJI, etc.:. The .Contractor,shall verify ii) 3/4 inch diameter bolts ................... 3.75 inches a Use With Wood Produ„•,.:,_..:_..� _ _- ct b)General Construction: Predrill all nail- holes where required to avoid 5piitting. Connect all iii) 1 inch diameter bolts ............._........ 4.75 inches that the specified connectors will work as intended with.their product. wood members per the.Plans and applicable budding code. iv) Minimum distance between edge of bolt and any edge of steel plate (angles, gu55et5, flan es, webs, etc.) shall be one inch. f) Default,Connector LIM. Unless otherwise shown, the following metal plate connectors shall , c)Anchor Bolts. Wet-set anchor bolts connecting mud sills, use 5/8" diameter X 8" min 9 be used. El• embedment.at the•5pacing shown in the Plans but never greater than GO" OC, with 3" x n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 g 149'—O'" lot—or PW3 PW4 PW3 C Shear Wall All Types Legend P W --� io Cd � B A 8 A B A B A ® PW3 16 16 1fi 16 16 16 P W4 P W6 A G W1 i GW4 - d- C� al n 0 A N Ca n n .C7 to C� Q3 Notes: .0 16 - -= o -- A1 Coordinate with i� U rchitectural Wall Types 00_ 148,�-1" op in ope I [C1 ~� See sheets A3, A4, and A5 ope I In dia gm GW1 lC] m dia gm 2) Coordinate Shear Transfer See sheet A16 B B A B A A B A 16 1fi 16 16 A16 A1S 16 16 i Date: �J IF`C ` B ofl15114 16 C All i --- Sheet: 173'-6r SPW3 2 Second Moor Shear Wall PLan A •- r,., • pis � a i 5 r Standard 5tructurai S ecification5 -- ConStructionCalc, Inc (CCICD Our Wa1�T� �-�O�Afi►�BCi�a�D, +�:or�` k �3'�i� _._.. - PflSt ca ......:...........PC or AC series 1 �. �s� ,. .. ., 1�`as7tuer � Sheathia maaemum18 Via. iGtli s+is e, l >=� } ps,>............... hear l irkeess a d and. tg i�,' Nam t.0 row, Spa.04 Isis � u) Post ba5e5................................. PBS 5enes �1�Oneo�° lE� siisd. Ai1�rBoIf �� ���.�3 1� '�� �$��"C, .. ±'�°� �i� �Cy gyp" in) Beam hangers.....................,,....Top flange type,' HB, ;#13, PF, HU5TF, HUTF, or Sheaitliin -Feed} b, 2><i0 glib;seas - equal, 'P�y. .,one: Ba rd 1iS` ()C : $d rr , f " $ :VC " it h,'0C 3 lt•wiiad ..»»......, x... ......... .,..... .....,.........».,..�, �......„... '}.a.ar.:.— -aa..:�.:...«.w...�. '::::ca.:.:..:rac..w..r:.m ... rc'....3.:....:.:.:.:: iv) Joist hangers............................. LU or LU5 series. I" P4Q3 G One; BCi�ck�d x » x 1G C 8d" ,�t2. 6 t } k OC � 7 �C 8 v) Truss and rafter —� I•oldowns.........H I or H2.5 at each heel to double plate. , 1 18) PREFABRICATED WOOD PRODUCT5r F1 $locked 3x� .�2 n Q ¢i OG i r l ' roofing - - H,.x N.H.Yww.yw»H. `.I..NN!.»MN.-!4l'[y.N !x!».!,f`!rt!",i`hHp ..•lNw�!..M.MMMMxI.l..»Yx.'=..x..MS.x.MWxMrvxwl�xblx.wM,Yvn. a Prefabricated Trusses. Where shown on the plans, all prefabricated structural � 7 � � 64 s. 3� n ldIF Qe 'fac 3x in1W = ; fir members Shall be desi g ned by a certified professional engineer. The prefabricated 9 structural roofing designer shag provide stamped de5igil drawings with appropriate notes procedures, bfockin bracin etc. The - ..;..6dcaolex i"- 5howin member sizes, forces, installation p 9 9 SY8" fb"rrY 24'J ilorlSo'r11To 6,. ' N , 9 roofs tem. V.t. R00 �Tii�tl�c44 2z' i ! ,4 #7 hO:i :,�;1C .fir QC !45'pl .contractor shall conform to these drawing s an the installation of the structural y5 ! boom _ C 414"V.,,or-, The Contractor Shall ensure that'ad uate diagonal bracing from the roof diaphragm to the -adequate ; ',. �_•.. d..ti�..:.r..r..:x:r.,.�n,.r�:�.:....,..:.r.�;r:ar:«.. xr�«.. ..:..r:«wn..r..�'o.aw.:.w.� .«.:.rx.a...+,::«.:»:i:..�.«;,�'G'�$ uw.�..Y.ti.-r w.....,�«•.,., n-.»..w. »wa.x«..w........ ceilrn dia hra m is ermanent installed. 9 p g p - - E galv.wails. . •7 - - :ll.�r�.�'��;�p."� �. tit r'f!r� 'Q��a ."!i' J: � - " b} I-_beam ComlZo ite Web 1_Fian a .lots('Products. These are a5-designed by others, unless 1 , ; ph �., docked �?ti ;. '' .,r .` ' .: 'F , 48irr QC` �specifically called out herein. The contractor Shall install the IJomt products complete with slieatliirig' dia .11 rS t 5 shown on the Plans and 1 or a5 other blocfurt bracing. a , web stiffeners and oth / g g Foatrmta 1 pl�. iCI)�C,G-C,o Q-"D l. :sad,'t]S8 f itiriifsr`thiCkt�sss si�d s r t".ratii ` i 6e,8uilest€tit ed for E ow t� recommended by the manufacturer. All manufacturer'5 installation recommendations (bearing, blocking, bracing, hangers, rovisi any far double Dist, etc.} shall be followed. [}oy13le ;t� iied*Ott er; thd of 3"':CSCta9i�ed miybe subshtutafor; X.oi 43 , Posfari�ieiiiti joi�.ka9esru�r j1i.ofafo�bll:2X 9 9 g p Fostiriote'2 memb. ;: rt i> .iy c[g ifl�€�g'# .;e iai - ##e, i�led`2X!,� Aksole.?l�#a$,.d4iab10 top Pt$10sz coitie.�p and e�ol�of.o�eril�t�sa:st�$9�t itailsto evBrlw }� c),PSL (Parallel Strand Lumber . Where called for, use minimum 2.0F_, 2,500 psi minimum lyJ dlsttit}iite edge-eta€iln�fv�i�rttiex ��merhE�ers: •e-•i allowable bendrn stress. These must be. stored and installed in strict accordance with Sole:'€dte htli :fin ,s ies tQ:inte ior' _a riots)$'Qi' x:eitorshsarwal s nw eEi. d sI fii sto' at #tictto -o 'a:rialC d: ''Is la :Its aas_es 9 .AlN . r.... h _ 1. > 1 I l.. .hl .,P.IY ealn � . f3 . .th.. .I .. . .�.. ;�a P...t ._.. �i brand is acceptable. Feotiiot�:a when [ s in 'extend ir#sli iisr th sale t°t�and:is nailed to b{acl�Ing n a".s li 1a e"_br ottie=soEi lit "I ri " so manufacturers recommendations. Any nationally recognized . _ . w. _ .o to 9 ... .p ..-. s . .�>< . �!. _�..�. P._t....: .. .._i`.... ..d ?_..9 be c�vu�. �itl"._I.r�: E�i� 9 �n�! P o ed �- . d LVL Laminated Veneer Lumber). Where called for, use minimum i .9E, 2,G00 psi minimum � .. :. piate�s r�db`9�d ). There shall tae.�ane.antyhor.boltaNiiitin 9 ittcFteS'.ef`each erid of ai€°:shear w&I€s.Pcit i chor'1�tziCs shall' ftilted With 3''k3"x8.25 `nissher 5tti sd gift -ands endin stress. These must be Stored and installed in strict accordance with allowable b t ��!) 9 otnole which fightened Welt.Analtor lao##9 triay b #oi Tied.In pltice-ar'w0t-salt o1lr,Frith°at ieasf 74richos embedment,:or a11-1F�raad cetofi�lrnrner i#ar�d epQa¢i d s, manufacturer's recommendations. Any nationally recognized brand is acceptable. 11l+ttli T8�i0X�/�6�117Cii S<6iyi)i70d_(jtBrlfr 1 Iftte :' .;heetlilr h Il.ba!#"wi €eeas:a. €i a all�l'dc endic l rtb ds'.or2` tide' ieces:a '1€ endic rfofrarn€ia o"aria • e} is (Laminated 5trand_Lumber . Where called. for, Use minimum J .Siff, 2,250 psi minimum � e... stir a .. . _. a mil. __ ... 00 allowable bendin stress. These trios( be stored and installed m strict accordance with �� PAR p I?i?" - petP.. 8 n wer'olee �! .Fot>�"ote cv jlewed. 00 manufacturee5 recommendations. Any nationally recognized brand is acceptable. tn 3 g noted all lu-lam beams shall be 24F-V4 DF/Dl° t f)Glue-Laminated Timber. Unless otherwise- nce rade manufactured an AITC approved fabricator. Store and r, industrial appears 9 43' pp r� iu oa - s! over � � � �� install in accordance with-manufacturer's recommendations. If these Span continuously one or more interior supports or are cantilevered, use 24F-V8 DF/DF. If visually exposed to interior living space, use Architectural Appearance Grade. rn g) 1 .plywood or 055 on shear walls shall have all edges Pl ood or 05B Shear Walls. Al plyw . Mocked. All blocking to receive edge nailing. All Shear wails shall be- positively connected . 00 FAto horizontal: diaphrarjm5 at their tops and bottoms per the Plans. Plywood, use A.P.A. � trademark, CDX, unless otherwise noted. Store and install in accordance with the and IBC.fo r shear resisting vertical wall sheathing. recommendations of A.P.A. , g ' Ft)Plywood Roof. If-roof diaphragm is not specified in Plans or Calculations, use 1I2" over non- blocked supports at.24".OG. Use'1BC Case I pattern. flail with Sd at G" on edges, and 12' in field. Contractor to verify all Span ratings. 0 Floors; All wood floor diaphragms shaft be glued and nailed. Use thickness as required to support the intended loads, never less than 518". Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans, nail floor diaphragm using & penny (5creur. type trails' recommended)-at G"; on edges, 12" in field, non-blocked, per 113C Case ! pattern. . 1 2 3 4 5 6 7 8 9 10 11 102 13 i4 14'-6)r 149'---0" 13—0 PW1 P W3 P W1 Shear Wall Types Legend A11 ® PW1 P W3 A A WAPW4 16 1 s ...... P Wfi G W1 D ® GW4IN LO to opening in w IZ op i in diaphragm ope i in ope i g in dia gm dia m dia gm A A A A 16 16 Ali; A16 PW1 PW1 Clock (all sides (all sides)) Maintenance Date: i IFC Room 1) Coordinate with 01/15110 Architectural Wail Types See sheets A3, A4, and A5 C A11 2) Coordinate Shear Transfer Fourth F(loor See sliest A1fi Shear WallPtan sheet: C 173'-6�" J7 _L 1/88- 1 00 PW1S3 Third Floor Shear Wall Plan i i FAN SCHEDULE BOILER SCHEDULE MARKSERVICE INPUT OUTPUT EFFIC. VENT ��' MANUFACTURER/MODEL DESCRIPTION FAN I.D. CFM S.P. MAKE MODEL FAN TYPE LOCATION VOLTAGE PHASE HP CONTROL NOTES CONTROL NOTES MON MEIN SIZE VOLT SEQUENCE OF OPEMONS, VENTILATION AIR COMML HEAT TRANSFER PRODUCTS MODCON-300 HIGH EFFICIENCY CONDENSING GAS FIRED AMES TO FC112. FT,212. FC312 BF1 55 .25 GROAN QTROBD FACE OF BATH 120 1 FRACTIONAL WALL TYPICAL OF EACH RESIDENT ROOM RADIANT HOT 300 282 94% 4"0 120/1 MOID CON 300 SOFFIT CEILING SWITCH T3-1 WATER BOILER. 947E PEAK EFFICIENCY. ASME RATED. 150 P51 WORKING PRESSURE, DIGITAL AIR HANDLER OFF: DISPLAY WITH LED INDICATORS. FULLY MODULATING BURNER WITH 5:1 TURNDOWN RATIO, IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF. THE OUTSIDE AIR (OSA) LF1 50 .1 GROAN OTRO50F FACE OF LAUNDRY 120 1 FRACTIONAL WALL TYPICAL OF EACH RESIDENT ROOM LOW NOx OPERATION. STAINLESS STEEL HEAT EXCHANGER. HIGH do LOW GAS PRESSURE DAMPERS AND RELIEF AIR DAMPERS SHALL BE CLOSED. RETURN AIR SOFFIT CEILING SWITCH SWITCH U CSD-1 COMPLIANT. HZ 1 12C V 6O PHASE / / DAMPERS (RA) SHALL BE FULLY OPEN. RH1 175 - WHIRLPOOL WMH1162XVS RANGE/ KITCHEN 120 1 FRACTIONAL CONTROLLED BY CONSOLE. TYPICAL OF EACH RESIDENT ROOM PROVIDE WITH MANUAL RESET HIGH LIMIT do WELL, FLOW SWITCH KIT. AND CONDENSATE OCCUPIED HEATING MODE: I I MICROWAVE VARIABLE SPEED. NEUTRALIZER. BE DAMPERS SHALL OPEN TO A MINIMUM SET POINT. RA DAMPERS SHALL EF122 65 .25 BROAN QTFKW CEILING BATH 120 1 FRACTIONAL WALL BE SET TO RETURN THE SPECIFIED AMOUNT OF RETURN AIR. RELIEF MOD'S MOUNT CEILING SWITCH MODULATING BOILER WITH 5 TO 1 TURN DOWN. FAN ASSISTED SEALED COMBUSTION: SHALL BE SET FULLY CLOSED. CONDENSING HOT WATER BOILER SHAD. BEAR ASME 'H" STAMP AND BE RATED FOR DURING OCCUPIED MODE. THE FAN WILL OPERATE CONTINUOUSLY AND THE MECHANICAL UNITS MIN. EXT. HEATING ELECTRICAL THERMOSTAT do CONTROLS NOTES WORKING PRESSURE OF . HOT WATER VALVE FOR THE HEATING COIL FOR EACH UNIT WILL OPEN AND COOLING CLOSE AS NECESSARY TO PROVIDE SPACE HEAT. EQUIP MANUFACTURER do MODEL LOCATION SUPPLY O.A. S.P. CAPACITY CAPACITY ON BOARD BOILER CONTROL SHALL INCLUDE LEAD/LAG FUNCTION. OUTDOOR. RESET. AND NO. CFM AIR (IN. (BTU/HR.) (BTU/HR.) PILOT DUTY START CONTACTS FOR BOILER PUMPS. THE PROPOSED HOT WATER SYSTEM DOES NOT HAVE ANY FREEZE PROTECTIVE CFM W.G.) GLYCOL THE CONTRACTOR SHALL ENSURE THAT THE AIR HANDLERS CANNOT BOILERS AND BOILER PUMPS SHALL HAVE SEPARATE POWER STRIKES. OPEN BEYOND THE MINIMUM OUTSIDE AIR SETTINGS DURING HEATING MODE SO FC112 FAN COIL, FIRST CO. RM-112 1070 150 0.3 - 47.000 O 320V/1 THERMOSTAT HONEYWELL, COMM. VISIONPRO 8000 CONTRACTOR TO VERIFY CONTROL THAT THE COIL CAN NEVER FREEZE. MODEL 36XHBXB-HW 4 GPM do ECONOMIZER CONTROL MODULE: HONEYWELL MODEL SPECIFICATIONS WITH SUPPLIER. SET UP PROVIDE CLEARANCES TO COMBUSTIBLES AS REQUIRED BY APPLICABLE CODES AND 16OF W721A1O1. ACTUATOR: BELIMO MODEL BL-LF24-SR, OCA!► WITH 100% OSA ECONOMIZER FEATURE. MANUFACTURER'S RECOMMENDATION. 2-1OVDC SPRING SET. TEMP SENSORS: DRY BULB. PROVIDE LINE SETS. PLENUM. AND SUMMER OPERATIONS (OSA TEMPERATURE ABOVE 4(rF) HONEYWELL C7048A1004. DISCHARGE SENSOR, CONDUIT TO ADD AC AT LATER DATE COMBUSTION AIR INTAKE MATEI ' PVC OR CPVC. ECONOMIZER CDOUNG: HONEYWELL-TBB22OU1003. DAMPERS FOR ECONOMIZERS, WHEN ROOM TEMPERATURE IS ABOVE THE OSA TEMPERATURE, OSA DAMPERS SELECTED BY CONTRACTOR. FILER GAS PRESSURE: 3.5" W.C. MIN. 14' W.C. MAX. SHALL MODULATE OPEN AND THE RA DAMPERS SHALL MODULATE TO THE CLOSED POSITION, MOWS IN REUEF VENTS SWILL. BE FULLY OPEN, FOR 100% OSA. OPERATION. FANS SHALL OPERATE AT FULL CAPACITY; FC212 FAN COIL, FIRST CO. RM-212 f07O 150 0.3 - 47,000 O 12OV/1 SAME AS FC112 SET UP WITH 100% OSA ECONOMIZER MODEL 36XHBXB-HW 4 GPM do FEATURE. PROVIDE LINE SETS, PLENUM. RADIANT HOT 500 470 94% 4"0 120/1 MOD CON 500 HEAT TRANSFER PRODUCTS MODCON-500 HIGH EFFICIENCY CONDENSING GAS FIRED WHEN OSA TEMPERATURE IS ABOVE INSIDE AIR TEMPERATURE. MOD'S WILL 1 WF AND CONDUIT TO ADD AC AT LATER DATE B-2 WADER BOILER. 94% PEAK EFFICIENCY. ASME RATED. 150 PSI WORKING PRESSURE, DIGITAL MODULATE TO THE HEATING MODE POSITION DESCRIBED ABOVE. DISPLAY WITH LED INDICATORS, FULLY MODULATING BURNER WITH 5:1 TURNDOWN RATIO. FC312 FAN COIL,. FIRST CO. RM-312 1070 150 0.3 - 47.000 O 12OV/1 SAME AS FC112 SET UP WITH 100% OSA ECONOMIZER LOW NOX OPERATION, STAINLESS STEEL HEAT EXCHANGER. HIGH & LOW GAS PRESSURE MODEL 36XHBXB-HW 4 GPM & FEATURE PROVIDE UNE SETS, PLENUM. SWITCHES, UL/CSD-1 COMPLIANT, 12OV/60 Hz/1 OF OPERAT IONS.TIONS. VENTItATIQN--A�{ ����QJ� 16OF AND CONDUIT TO ADD AC AT LATER DATE SEQUENCE PHASE. PLIES TO FC219 FC124 FAN COIL. FIRST CO. RM-124 780 100 0.3 - 39.200 O 12OV I SAME AS FC112 SET UP WITH 100% OSA ECONOMIZER R HIGH LIMIT do FLOW SWITCH KIT, AND CONDENSATE / PROVIDE WITH MAANUAI. ESET WELL. ,. NEUTRALIZER. AIR HANDLER OFF: MODEL 3OXWBXB-HW 4 GPM & FEATURE. PROVIDE LINE SETS AND IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF, THE OUTSIDE AIR (OSA) 16OF PLENUM TO ADD AC AT LATER DATE MODULATING BOILER WITH 5 TO 1 TURN DOWN. FAN ASSISTED SEALED COMBUSTION; DAMPER SHALL BE CLOSED. RETURN AIR DAMPER (RA) SHALL BE FULLY CONDENSING HOT WATER BOILER SHALL BEAR ASME "H" STAMP AND BE RATED FOR OPEN. FAC121 2.5 TON FAN/AC-COIL - - PRESSURE OF 160 PSI. RM-120 1000 1000 30,000 208-230V HONEYWELL VISIONPRO 8D00, SELECTION TWO STAGE THERMOSTAT. STAGE 1, FAN WORKING BLOWER - GOODMAN MBR1200PA--1 RM-121 1 PH AND PROGRAMMING BY CONTRACTOR ONLY, STAGE TWO. AC. MAINTAIN LESS OCCUPIED HEATING MODE: 25 AMPS THAN 7TF IN ROOM. IF LESS THAN AC - GOODMAN GSX130301 OSA DAMPERS SHALL OPEN TO A MINIMUM SET POINT. RA DAMPERS SHALL 72'F, FAN TO TURN OFF. ON BOARD BOILER CONTROL SHALL INCLUDE LEAD/LAG FUNCTION. OUTDOOR RESET, AND COIL -- GOODMAN CAPF303ODS MAX. PILOT DUTY START CONTACTS FOR BOILER PUMPS. BE SET TO RETURN THE SPECIFIED AMOUNT OF RETURN AIR. EXP. VALVE KIT - GOODMAN TX3N4 AVAILABLE THROUGH MATT OF JOHNSTONE DURING OCCUPIED MODE. THE FAN WILL OPERATE CONTINUOUSLY AND THE PAD - GOODMAN UG3030-3 SUPPLY - BO1HElL M HAVE SEPARATE POWER STRIKES. BOILERS AND BOILER PUMPS SHALL HOT WATER VALVE FOR THE HEATING COIL FOR EACH UNIT WILL OPEN AND PROVIDE CLEARANCES TO COMBUSTIBLES AS REQUIRED BY APPLICABLE CODES AND CLOSE AS NECESSARY TO PROVIDE SPACE HEAT. FC219 FAN COIL, FIRST CO. ROOM 267 100 0.3 - 47,000 O 12OV/1 SAME AS FC112 SET UP WITH 10O% OSA ECONOMIZER . PLENUM. MANUFACTURER'S RECOMMENDATION. MODEL 36XHBXB-WW 118 4 GPM � AND FEA�CONDUIT TDD ADD NAC AT LATER DATE THE PROPOSED HOT WATER SYSTEM DOES NOT HAVE ANY FREEZE PROTECTIVE 16OF COMBUSTION AIR INTAKE MATERIAL.: PVC OR CPVC. GLYCOL THE CONTRACTOR SHALL ENSURE THAT THE MOTORIZED DAMPERS CANNOT OPEN BEYOND THE MINIMUM OUTSIDE AIR SETTINGS DURING HEATING SEE NOTES �" DANFOSS RA 2000 40BTU/L.F O 1 GPM AND 16OF. ' " MODE SO THAT THE COIL CAN NEVER FREEZE. REIN RADIANT BASEBOARD TYP. - _ - - 48 HEATER. SLANT/FIN PLANS FOR LENGTH OF EACH UNIT. 0 BiY/LF O 4 GPM AND 160F. SEE BOILER GAS PRESSURE* 3.5 W.C. MIN. 14 W.C. MAX. FINE/UNE 30 CONTRACTOR TO SELECT STYLE OF VALVE I - SUMMER OPERATIONS (OSA TEMPERATURE ABOVE 4WF) REMOTE MOUNT TSTAT NEXT TO DOOR. DOMESTIC HOT 199 - WO 120/1 PHOENIX MODEL PH199-119S HEAT TRANSFER PRODUCTS PHOENIX CONDENSING GAS FIRED WATER HEATER. 119 ECONOMIZER COOLING: WM1 WATER GALLON FAN POWERED GAS FIRED WATER HEATER. 199MBH INPUT. 2" SCH. 40 PVC WHEN ROOM TEMPERATURE IS ABOVE THE OSA TEMPERATURE. OSA DAMPERS FP1 EXTRODINAIR SPACE SEE - - - _ 120V/1 REMOTE CONTROL 20.5 MBH INPUT, 15.7 MEIN OUTPUT AIR INTAKE, 3- SCH 40 PVC EXHAUST. 96.1% PEAK EFFICIENCY. SHALL MODULATE OPEN. AND THE RA DAMPERS SHALL MODULATE TO THE SAVER GAS FIREPLACE. PLANS HEAT TRANSFER PRODUCTS PHOENIX CONDENSING GAS FIRED WATER HEATER. 119 CLOSED POSITION. FOR 100% OSA OPERATION. FANS SHALL OPERATE AT FULL MODEL FPX 564 1 - - 120 1 CAPACITY. IT IS UNDERSTOOD THIS. ZONE WILL PRESSURIZE DURING DOMESTIC HOT 99 6 O / PHOENIX MODE. PH199-1195 " WH2 WATER GALLON FAN POWERED GAS FIRED WATER HEATER. 199MBH INPUT. 2 SCH. 40 PVC ECONOMIZER COOLING MODE AIR INTAKE. 3' SCH 40 PVC EXHAUST. 96.17E PEAK EFFICIENCY. FP2 HEAT do GLO, SEE ROOM _ - - - - 120V/1 REMOTE CONTROL 26-37 MBH INPUT, VARIABLE WHEN OSA TEMPERATURE IS ABOVE INSIDE AIR TEMPERATURE, MOD'S WILL THROUGH GAS FIREPLACE, 216/217 MODULATE TO THE HEATING MODE POSITION DESCRIBED ABOVE. MODEL ST-36 RTU1 5-TON ROOFTOP GAS DINING 1950 300 - 59.500 90,000 208V/1 HONEYWELL VISIONPRO SM. SELECTION AND PROVIDE COMPLETE SYSTEM WITH PACK WITH 1007E AREA B UH PROGRAMMING BY CONTRACTOR MOTORIZED DAMPERS FOR 0-10OX SEQUENCE OF OPERATIONS. VENTILATION AIR CONTROL ECONOMIZER. INPUT ECONOMIZER AND BAROMETRIC RELIEF APPUES TO FAC121 GOODMAN MODEL AVAILABLE THROUGH MATT OF JOHNSTONE CPGOSOD901DAJX SUPPLY - BOTHELL AIR HANDLER OFF: IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF, THE OUTSIDE AIR (OSA) DAMPERS SHALL BE CEASED. HP2 EXISTING HEAT PUMP. DINING - - - RELOCATE HEAT PUMP. SEE SHEET M1O. AREA BOILER ROOM EQUIPMENT SCHEDULE OCCUPIED MODE: FAC121 SHALL, BE SET UP FOR TWO STAGE CODUNG. PRIMARY CDOUNG MANUFACTURER/ SHALL BE 10OX OSA ONLY. IF THE ROOM TEMPERATURE RISES ABOVE 850F. MARK EQUIPMENT VOLT/PH MODEL REMARKS THE DX COOLING SHALL OPERATE AS NECESSARY TO KEEP THE ROOM MUA1 EXISTING MAKE UP AIR DINING RELOCATE EXISTING. SEE M1O. TEMPERATURE AT OR BELOW 85'F. UNIT. AREA BPI BOILER CIRC. 12DV/1 PH ARMSTRONG E22 � HP. 3300 RPM, INCLUDE COMPANION FLANGES - - - - _ - IF THE ROOM TEMPERATURE FALLS BELOW 7Z`F, THE FAN IN FAC121 SHALL MUA2 EXISTING MAKE UP AIR DINING RELOCATE EXISTING, SEE M10. BOILER CIRG. HP, 33DO RPM. INCLUDE COMPANION FLANGES SHUT OFF. UNIT. AREA BP2 PUMP 12OV/1 PH ARMSTRONG E24 SEQUENCE OF OPERATIONS FOR_M l IF FOR.ANY REASON, THE UNIT IS SHUT OFF, THE OUTSIDE AIR HYDRONIC LOOP 2 HP. 18M RPM. 85 GPM AT 33' OF HEAD, a DIA. INLET/OUTLET, 6.18" DIA. IMPELLER. (ESA) DAMPERS SHALL BE CLOSED. AIR TERMINAL SCHEDULE HIP1 PUMP 2QB-230V/3PH ARMSTRONG ARMSTRONG SERIES 4WD. PROVIDE ON/OF SWITCH. ON CONTINUOUSLY DURING HEATING SEASON. OCCUPIED MODE: SYMBOL REM MFG MODEL SIZE CFM MATERIAL MOUNT FINISH RTU1 FAN SHALL OPERATE CONTINUOUSLY AND THE HEATER OR AIR CONDITIONER SHALL OPERATE AS NECESSARY TO HEAT OR COOL THE SPACE SG1 2-WAY SUPPLY DIFFUSER SHOEMAKER 902-0 1b' X 1b' SEE ALUMINUM GWB CEILING SOFT WHITE HWC1 DOMESTIC HOT WATER 115/1 ARMSTRONG E7B IN EA IN-LINE 12 GPM O 23 FT. HD. 1/6 HP, 208 1 PH. PROVIDE WITH AS REQUIRED. W/OBD PLANS CIRCULATOR PUMP PUMP FLANGE X THREAD AND THREAD X SOLDER ADAPTERS. NIGHTTIME MODE: SEE �-� 4-WAY SUPPLY DIFFUSER SHOEMAKER MA 0 lO" X 10" GW8 CEILING SOFT WHITE BOILER _ ARMSTRONG 50 GPM FLAW AT A LOW L1r. Ilsl CONNECTION. THE FAN SHAD_ OPERATE ONLY WHEN THE TEMPERATURE IN THE SPACE IS 2 PLANS BLADES, W""1 BALANCING G VALVE ARMSTT OUTSIDE OF THE SET POINT. THE HEATER, ECONOMIZER, OR AIR CONDITIONER W/� ALUMINUM SHALL OPERATE AS NECESSARY TO CONDITION THE SPACE. FRAME BOILER ARMSTRONG 30 GPM FLOW AT A LOW Cv. IPT CONNECTION. SEE MOUNT TO OV-2 BALANCING VALVE CBV-2T COOLING MODE. STAGE 1: SG3 2-WAY SUPPLY DIFFUSER SHOEMAKER 902-0 24" X 4' PAS AWMINUM EXPOSED DUCT SOFT WHITE TANK VOWME 22.0 GAL. ACCEPTANCE 14.9 GAT.. MAX. OPI�RAnNG PRESS. 150 PSI. WEIGHT 88 THE ECONOMIZER SHALL MODULATE WHEN: O ET1 EXPANSION TANK. ARMSTRONG „ A THE OUTSIDE AIR TEMPERATURE IS LESS THAN 66-F (ADJUSTABLE) DOMESTIC HW MODEL AST'-42 L.B. 1600. 1 CONNECTION. B. THE FAN IS ON SATIN 5G4 2-WAY FLOOR REGISTER SHOEMAKER AFP SERIES 8' X 14' PAS ALUMINUM FLOOR ANODIZED TANK VOLUME 34 GAL., ACCEPTANCE 12.5 GAL. MAX. OPERATING PRESS. 150 PSI, WEIGHT 111 COOLING MODE, STAGE 2: ET2 EXPANSION TANK, MAaMDSTRONG� LB, 16"i, 1' CONNECTION. WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE 66-F (ADJUSTABLE) AND THE =X1 SEEHE°'TING WW ZONE IS CALLING FOR COOLING, TIME THERMOSTAT SHALL INRIATE THE 2ND SG5 1--WAY DIFFUSER SHOEMAKER 950 PLANS ALUMINUM DUCT MOUNT SOFT WHITE HV1 TEMPERING VALVE ■ 120'F MIXING VALVE. HOLBY VALUE AVAILABLE FROM MECHANICAL SALES. SEATTLE. NO STAGE COOLING AND THE AIR CONDITIONER SHALL OPERATE AS NECESSARY. HOLE7Y, 2--� DURING STAGE 2 COOLING. THE OUTSIDE AIR DAMPERS SHALL RETURN TO DRIFTWOOD SUBSTITUTIONS ALLOWED WITHOUT ENGINEERS APPROVAL THEIR MINIMUM OPEN POSITION. SG6 1-WAY DIFFUSER SHOEMAKER 950 1b' X 12' PSEELANS STEEL CARPET 3WV THREE WAY VALVE - BEUMO MODEL 3-WAY VALVE AND ACTUATOR. VALVE SIZED FOR 85 GPM AT 3.5 PSI DROP WITH A Cv OF 46. TAN 8349+ARB24-SR ACTUATOR CONTROLLED BY SMS. SEQUENCE OF OPERATIONS SIANTf FIN RADIATORS: SEE STEEL ADS1 AIR/DIRT 2-1/2" CALEFFEI, MODEL PLUMB DRAIN TO FLOOR DRNN WITH 1"O TYPE M COPPER SG7 2--WAY SIDEWALL DIFFUSER SHOEMAKER 950-0 $ X 4 PLANS DUB SOFT WHITE SEPARATOR NA546, FLG X FLG. THE DANFOSS THERMOSTATIC CONTROL VALVE SHAD. OPEN AND CLOSE AS ATS SYSTEM WAS DESIGNED ASSUMING ALERTON COMPONENTS. CONTACT KEN DUNCAN AT NECESSARY TO HEAT THE SPACE. NO PROVISION FOR COOLING 1S PROVIDED. SEE I BOILER 360-707-5 OF ATS FOR QUOTE. ALTERNATIVE BMS CONTROLS MAY BE ALLOWED IF APPROVED RG1 RETURN GRILLE SHOEMAKER 908-0 14' X 14" PLANS ALUMINUM GWB CEILING SOFT WHITE ' MANAGEMENT BY THE ENGINEER. SYSTEM SEQUENCE OF OPERATIONS BOILERS: RG2 RETURN GRILLE SHOEMAKER 1600 14' X 24' PUNS I SEESTEEL CARPET DRIFTWOOD TAN DP DIFFERENTIAL ATS VERIS FIELD SELECTABLE DIFFERENTIAL PRESSURE TRANSDUCER. USE 4-20 mA OUTPUT. SPECIFIED THE TWIN BOILERS SHALL OPERATE IN A PRIMARY SECONDARY ARRANGEMENT SEE PRESSURE BY CONSRROLS CONTRACTOR. WITH THE 30D MBH BOILER SET AS THE PRIMARY, RG3 RETURN GRILLE SHOEMAKER 600 14' X 14" PLANS AL WALL SOFT WHITE TRANSDUCER FIRE AND SMOKE DAMPERS RG4 RETURN GRILLE SHOEMAKER 600 16' X 16' PANS AL WALL SOFT WHITE SYMBOL DESCRIPTION OL1 OUTSIDE AIR LOUVER SHOEMAKER 4500-IS 287X24" PSEE LANS AL WALL DRIFTWOOD TAN SMOKE DAMPER, RUSKIN, MODEL SDRS25. DRIFTWOOD --�- UL 555S LEAKAGE CLASS 1 CLASSIFIED. OL2 OUTSIDE AIR LOUVER SHOEMAKER 4500-IS 20"X20" SEE PLANS AL WALL TAN MOUNT WITHIN 2' OF THE DIFFUSER. OL3 OUTSIDE AIR LOUVER SHOEMAKER 4550-RS 10" SEE DRIFTWOOD X14" PLANS AL WALL TAN ...... FIRE DAMPER. RUSKIN. MODEL DIBD2. UL 555 LISTED. OL4 OUTSIDE AIR LOUVER SHOEMAKER 4550-RS 6'X10" PiEE LANS AL WALL DRIFTWOOD TAW COMBINATION FIRE/SMOKE DAMPER, RUSKIN, WL1 WALL LOUVER FAMCO LN 6'O SEE PLANS PLASTIC WALL WHITE MODEL FSD36. UL 555 AND UL 5555 CLASSIFIED. SEE� WL2 WALL LOUVER FAMCO UFH 400 PLANS PLASTIC WALL WHITE DRAWN DESIGNED BY: CAD FILE NUMBER: 1 1 l8 10 BP MODIFIED MODEL OF SG4, ADDED SG7 APPROVED FOR CONSTRUCTION CHANDLER'S SQUARE INDEPENDENT LIVING BP/cG VENTILADIX}NDUIGRAMS-a9X�n, . CHECKED BY: COUNTY- CG SKAGIT DATE: JOB NUMBER: >ARRISON ENGINEERING � �� � � ANACORTEs, w�► AFC Q,/15,,X} REVIEWING ENGINEER DATE ? . 09001 JURISDICTION C }��.� SCALE: MECHANICAL SCHEDULES HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5655 FAX (360) 707-5858 � N/A VERTICAL M 1 OF No. DATE INIT. REVISION APPROVALS FF HHWR FROM OTHER RADIANT _ BASEBOARD HEATERS PLUMBING SCHEDULE ATTIC FP1 SYMBOL ITEM DESCRIPTION W V CW HW qJ P1 WATER CLOSET VITREOUS CHINA FLOOR MOUNTED, ELONGATED BOWL, SIPHON ACTION BOWL 1.6 GALLON 3' 2" TERMINATE METALAL DRYER VENT ( FLUSH. ADA APPROVED, 17-1/4" BOWL HEIGHT'. AMERICAN STANDARD CADET III. DUCT WITHIN 2' OF 3016.016 BOWL, 4021.016 TANK, ORDER WITH AM. STD. SOLID PLASTIC CLOSED FRONT DRYER IDfF1AUST. SEAT. 3RD FLOORJ TYPLGAL. P2 LAVATORY 20" X 17" ADA APPROVED VITREOUS CHINA COUNTERTOP LAVATORY. AMERICAN STANDARD 1-1/2" 1-1/2" 1/2" 1/2" AQLIALYN MODEL 0476.028 WITH 3 HOLT:S AND 4" CENTERS. FAUCET — SINGLE LEVER WITH RANGE HOOD (RH1) DRYER (D1) SEE ARCHITECTURAL PLAN5 7AERA0 0.02. SPEED CONNECT DRAIN. AMERCAN STANDARD RELIANT 3, MODEL DI FOR FIREPLACE VENT DETAILSHWASHER (DW) NDRY FAN(LF1) a WASHER (W1) I FP P3 KITCHEN SINK 25" X 22" TWO COMPARTMENT KITCHEN SINK. 20 GAUGE SS, SELF RIMMING 4 HOLE 1-1 j2" 1-1/2' 1/2' 1/2" 1" COPPER FOR HEATING HOT WATER PUNCH WITH CUP STRAINER. ELKAY DSE-12522. RETURN SINGLE LEVER COMBINATION FAUCET WITH SWING SPOUT AND AERATOR. AMERICAN STANDARD t" COPPER FUR HEATING HOT WATER P5 RELIANT+. , AMERICAN STD. MODEL 4503.115. BATH FAN (BF1 SWAN FN1 FREE STANDING SERVICE SINK. PROVIDE WITH FLOOR HARDWARE. MODEL. 1-1/2" 1-1/2' 1/2" 1/2" P1 p pq UTILITY SINK 2ND FLOOR W LP-2603. FAUCET AMERICAN STANDARD LAUNDRY FAUCET WITH METAL HANDLES. MODEL I 7573.240 R:21w RETURN COPPER FOR HEATING HOT WATER R �� WATERER SUPPLY FOR HEATING VENT THROUGH 1(3 P5 SHOWER LASCO ACRYLIC SHOWER STALL, MODEL 4836—BFS USE AMERICAN STANDARD R122 ROUGH 2" 1-1/2" 1/2" 1/2- ROOF (VTR) IN VALVE:, WITH SINGLE HANDLE TRIM MODEL T675.500. WALL SUPPLY 888L3.037, 4 um VERTICAL SLIDE BAR MODEL 1660.225. HOSE MODEL 8888.035. SHOWER HEAD MODEL j" PEx �R HEATING HOT WATER RETURN TYPICAL. PLUMBING AND MECHANICAL CALLOUTS 1 T360.500. TYPICAL. PEX FOR HEATING HOT wA PLUMBING AND MECHANICAL CALLOUTS FOR ROOMS 103 AND 105 SCALE: " = 1' SCALE: " = 1' P8 ADA SHOWER LASCO ACRYLIC SHOWER STALL, MODEL 3536—HFS W/ADA OPTION. USE AMERICAN 2' 1-1/2" 1/2" 1/2" STANDARD R120 ROUGH IN VALVE, WITH SINGLE HANDLE TRIM MODEL T675.500. WALL SUPPLY 8088.037. 24" VERTICAL SLIDE BAR MODEL 1660.225, HOSE MODEL 8888.035, SHOWER HEAD MODEL 1660.500. aALL WATERVMANUA SHUT OFFNG HOT FOR p7 UTILITY SINK ELKAY STAINLESS STEEL. SINGLE BOWL SINK WITH SOAP DISPENSER, MODEL LR2219. 1-1/2" 1-1/2" 1/2" 1/2" 22"%19"')(7r. FAUCET: AMERICAN STANDARD KITCHEN FAUCET WITH METAL LEVER DANDLE, NOTE: INSTALL I" EIALL VALVE ON THIRD FLOOR THE INLET AND OUTLET OF EACH �» � � HOT WATER RETURN MODEL4175.5ET0. LIQUID SOAP DISPENSER MODEL 4305.200.002. HEATER 1 ST FLOOR F'S1 FLOOR SINK C£CO £NAMLED CAST IRON 12'X12'XB' FLOOR SINK. 2' 1-1/2" DOMESTIC HOT WATER CO CLEAN OUT CAST IRON CLEAN OUT, JR SMITH 14023-8. MOUNT FLUSH WITH GRADE. USE 6' SDR 35 4" _ —FOR DOWN PIPE TO SS. SECTION A—A HYQRONiC HEATER CONNECTION DETAIL HB1 HOSE BIBB FREEEZEL.ESS ANTI—SIPHON WALL FAUCET. WOODFORD MODEL. 17 OR EQUAL. _ _ 3/4" _ SCALE: " = 1' APPLIANCE SCHEDULE st<coND FLOOR �� " By a HOT WATER RETURN SYMBOL ITEM DESCRIPTION W V CIN HW W1 RESIDENTIAL WHIRLPOOL 3.4 CUBIC FOOT ENERGY STAR FRONT LOAD WASHER, MODEL WFW8300SW. 2" — 1/2" 1/2' CLOTHES WASHER DOMESTIC HOT.WATER W2 COMMERCIAL MILNOR 60 LB. COMMERCIAL. CLOTHES WASHER, MODEL 30022 VJ6. 3' -- 3/4" 3/4" TYPICAL FIXTURE TAKE--OFFS CLOTHES WASHER 2j" D1 RESIDENTIAL WHIRLPOOL SUPER CAPACITY 6.7 CUBIC FOOT ELECTRIC DRYER, MODEL WED83OOSB. _ 4" CLOTHES DRYER COLD INATER SHUT OFF VALVE FIRST FLOOR HOT WATER SHUT OFF� VALVE�}O " COLD WATER 1" 1" — ' HOT WATER COLD COMMERCIAL MILNOR 75 LB. COMMERCIAL CLOTHES DRYER, MODEL M758V. CLOTHES WASHER 8" 11" WASTE DW DISHWASHER WHIRLPOOL ENERGY STAR DISHWASHER. MODEL DU850SWPS. 1-1/2" 1-1/2" 1/2" 1/2" . " HOT WATER " COLD WATER UNIT SHUT OFF VALVE ---�0 Q�------UNIT SHUT OFF VALVE AAv PIPING SYMBOLS HOT WATER iN� COLD WATER IN 0 HOt.BY VALVE � PIPE INSULATION SCHEDULE SYMBOL DESCRIPTION I !OH 120`F Hwyamp PIPE MINIMUM INSULATION 4-4 TEE 2-4» — P 1. VE�NTSPLUMBING FIXTURE SHALL BE ROUTED IN WALLS.S. FLOORS. AND CEILINGS TOOMMAID AND ALL N VENT " CW l¢ ON RISERS do MAINS � .��. UNION HOT WATER RETURN 14o'F HWS RISER FOR THAT LOCATION. SEE WASTE & VENT RISER DIAGRAMS. HW (1)RUNOUTS 2 AND GREATER +fit CHECK VALVE 2. PROVIDE FULL PORT SAL.L VALVE SHUT OFFS AND UNIIONS FOR EACH LAVATORY 1 » LIVING UNIT PER DETAIL. .5" 1LES5 THAN 2 BALL VALVE GATE VALVE TYPICAL PLUMBING DETAIL UNDER SCALE: 1" = 1' 120'F HWR » 3• SLOPE FOR EACH WASTE PIPE SHALL BE j" PER FOOT IF POSSIBLE. HHW — 1" 1 " �Nl-t CONTROL BALANCING VALUE HWC1 ADA NOTES: �— ALL PIPES WITH LESS SLOPE SHALL BE APPROVED BY THE ENGINEER. HHW — 1" 1 " THERMOMETER v 1 IN UNITS 103 AND 105 ONLY. CONCEAL ALL HOT AND COLD of O�I A DIRECTION OF FLOW TER PIPING IN WALLS. USE GATE VALVES IN LIEU OF BALL. VALVES FOR UNIT SHUT OFFS. EXPOSE HANDLE OF VALVE THROUGH WALL. NOTE: (1) RUNOUTS TO INDIVIDUAL UNITS t--E—� PRESSURE SHALL NOT EXCEED 12 FT. IN LENGTH UNLESS TEMPERATURE RE CAULK AT PENETRATION. RE 2) EXPOSED PIPIT TO BE INSULLATED PER ADA REQUIREMENTS. 2" 2" APPROVED 8Y THE ENGINEER. dt LIEF VALVE, 125 PSI, WATTS OR EQUAL. pV AUTOMATIC AIR VENT, I EASB—JR OR EQUAL. INSTALL WITH A 12"X12"X1" GALVANIZED PAN UNDER VENT TO CATCH ANY DRIPS. ET1 COMMERCIAL r--►--t REDUCER —G 0 —G--I *jj 0 LAUNDRY MACHINE FS OHS FLOW SWITCH 1HR EXTERIOR WALL -..• •.. •;.."a. FLOOR SINK FLOOR SINK TO DRAIN TO DRAIN RATED CAULK — 3M CP 25WB+ -10 G G AND FD-150+ OR EQ. WATER HEATER PROCESS AND INSTRUMENTATION DIAGRAM (P&ID) DUCT 4"0 FOR LAUNDRY NT5 2006 WASHINGTON STATE ENERGY CODE NOTES 6"0 FOR FAN EXHAUST 1. AS BUILT DRAWINGS AND OPERATIONS MANUALS WILL BE PROVIDED TO BUILDING OWNER IN ACCORDANCE WITH WSEC SECTIONS 1416.1 AND 1416.2. 2. PIPE INSULATION: PER TABLE 5-12 OF THE WASHINGTON STATE ENERGY CODE (WSEC). TYPICAL DUCT/EXHAUST VENT DETAIL , NTS DRAWN/DESIGNED BY: CAD FILE NUMBER: 1 1/18/10 BP P7 ADD.[) TO PLUMBING SCHEDULE APPROVED FOR CONSTRUCTION ¢ L H A N D L E R'S SQUARE INDEPENDENT LIVING BP/cG VENTILATIONDIAGRAMS-09aa1 r CHECKED BY: COUNTY: CG SKAGIT I DATE: JOB NUMBER: RRIS ON EN GINEERIN G 3 � AFC 01/15/1O REVIEWING ENGINEER DATEi .. A N A G C R T E S, 'W A SCALE: �J 0 JURISDICTION � � � HORIZONTAL SEE PLANS 1997 PARK LANE, BURUNGTON, WA 98233 PHONE (360) 707-56.56 FAX (360) 707--5858 SPECIFICATIONS AND SCHEDULES VERTICAL N/A M 2 O F 1 D No. DATE INIT. REVISION APPROVALS i i 4" 4- 4w 4w 4* ROOF 2" 1 t " " 1 1 2" 2" 3" rr ------� TO RISER 3 --®-� TO RISER 4 ---- ----- --------- ----� TO RISER 3 "1 3 1 2 --� I2 �7 �._.--__i i I I ! I 3 r---- TO RISER 4 r-- TO RISER 9 r-�--• - TO RISER 10 ---- --- --rr- r----_� TO RISER 10 r----�TO RISER 14 r----Sj TO RISER 15 ATTIC I 1 2" 1 2w 1 3w 3 1 1 1 3 1 3w 1 1 ! 120 t'--- I r---� F_®®I r-_ , rr_ r--- 1 t I 1 1 �� W LAV i 1 LAV i 1 �+ 12' 2"1 i 2" I LAV LAV I 1 KS, Dw 1 1 KS, DW KS, DW I 1 KS, DW 1 SERVICE i 1 LAV SERVICE I t LAV KS. DW I I KS, DW Ka. D i 1 W 21 1 w W 1 1 W 1 1 1 1 W I t I 1 3RD FLOOR 1 I 1 WC I WG S I 1 S S , I S 1 WC 1 WC 1 2"1 t 2w I I WC WC W t ! F S 1 t 1 I 1 1 I I 1 I 1 t r- 1 KS, DW 1 5, DW LAV i i LAV 1 i w I I W w 1 I W I LAV LAV I 1 KS, DWI 1 KS, DW KS, DW 1 I KS, DW 1 SERVICE W 1 11 AV SERVICE t I LAV KS, DW t 2ND FLOOR 1 1 1 we wC s I 1 5 S 1 I 5 1 WC 1 WC 1 1 i I I WC w r WC 1 LrN s 1 1 a. — _ 1 1 I I i I- —� LAV LAAV i —� 1 I KS, OW I 1 i F —i LAY SERVICE 1 —� V I F KS. DW KS, DW t I K5, DW 1 1 I 1 KS, DW t KS, DW LAV I 1 LAV 1 1 I ! 1 , SERVICE 1 1 I I I I I I 1 ST FLOOR i we we W , s I F S s I I . UL- 1 weLrL\ W I C W 1 we 2" 2' 3 3" 3" 3" 3" 3' 3w 3" 2" 3" 3" 2" 4" 4" 4w 4w 4" 4w 6 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 0 0 o a o 0 0 0 0 o 12 WFU 12 WFU 12 WFU 12 WFU 28 WFU 30 WFU 14 WFU 12 WFU 24 WFU 24 WFU 9 WFU 23 WFU 30 WFU 12 WFU 4" 4" 4" ROOF 1 1 2" 2" I 2" 2" 2" 1 2" 2" ----�-----� r----� TO RISER 14 r----� TO RISER 15 �------� TO RISER 22 1----_� TO RISER 21 r-----� TO RISER 9 �----�---� r----� TO RISER 21 1------� TO RISER 18 1 1 I 1 I I I w 1 1 ATTIC 12" 1 I I I 1 1 2 i t I KS, D 1 i 1 LAV LAV 1 w i i i W W j i I SERVICE LAV 1 I LAV 2" 1 2" i Ks, DW 1 KS, DW 3RI] FLOOR i 1 S i WC w 1 i s Ir. —� S S 1 t S t wC Nljwc i I 1 KS, D 1 i i LAV LAY 1 1 1 1 1 SERVICE V 'r — SERVICE I LAV 1 1 i KS, DW t w 1 w 2ND FLOOR 1 I $ I WC WC I 1 1 S s I t S I I 1 WC 1 P. WC I 1 1 _ -� 1 1 2wl 1 LAV 1 1 LAUNDRY SINK 1 KS 1 t Q W 3" 4" FLOOR DRAIN 1ST FLOOR 1 ! P. G FROM RISER 25 -----�2" 3" 3" 2" 3" 2" 2" 2 _ " _rrslr 2: — TO RISER 15 4" 4" 4w 4m 6" 6" 6 6" 6" 8" 6" 6w Bw 6" 6w ® ► 0 14 WFU 13 WFU 13 WFU 15 WFU 20 WFU 6 WFU 12 WFU 8 WFU 9 WFU 4 WFU 4 WFU RISER DIAGRAMS NTS AAV AAv CEMENT CONCRETE TG PER PLAN 1 CLASS 4000 CAST IRON LOCKING 2— y HHWR HHWR 2- " CHAR 028" RING AND COVER 114 HW R H RBH RBH HHW RBH RBH RBH HHW RBH 24 RBH RBH PAYED SURFACE 28` SQ GR� HWR 2-4w Wwl�1 a; CEMENT CONCRETE+ ET1 HHWR HHWR ,1w CWS � WH1 RBH RBH 2 RBH RBH 2-4" RBH RBH RBH RBH RBH 12" PVC 8 GASKErTED 'A. 24 AND BUILD PAINTED STEEL SPIGOT CAP BOILER CONTRACTOR TO DESIGN SP STRUCTURE FOR B--1 SUPPORT A SLEEVE OR MECHANICAL WWWR HHWR 2 MINIMUM OF 1" ABOVE B-2 TO PLUG (WATERTIGHT) -r ALLOW FUTURE REMOVAL AND GRAVEL "TT RBH RBH RBH RBH TO EAST TO WEST RBH RBH RBH RBH RBH REPLACEMENT OF B-2. SHOP BEDDING FIBER JOINT DOMESTIC Hw WING OF WING OF DRAWINGS ARE REQUIRED TO BE PIPE ATTACHED TO HOLEY VALVE 2-4" HHW SYSTEM SYSTEM HHW 2-4' REVIEWED BY ENGINEER BEFORE BEND CEILING TIE IN HHW AT. BOILER ROOM HHWR 5— CONSTRUCTION. PACKING TEE IN HHWR AT BOILER ROOM — — 4 PIPE HHw ASME REU£F, I" FACTORY SET DUL MAX TO 125 PSI OR " ADS1 SPACING 3WV MANUFACTURER'S WH2 CI Q 2,4" T 2-�/2 w HLP1 " 24 � T 2�w SFROM YSTEM 5 a RECOMMENDATION, PLUMB WITH PLUG TO BE SEALED {� 1" TYPE M COPPER TO WITHIN #W BEND ® PRESSURE GAUGE, LIQUID FILLED, O Q OR WYE IN THE SAME MANNER 6" VERTICALLY OVER FLOOR AS MAIN SEWER JOINTS WINTERS QS45 OR EQUAL DRAIN. ELECTRONIC TEMPERATURE SENSOR -�-- — PF BV - BOILER PUMP BALANCING TO BE SUPPE.IED BY THE CONTROLS I cS-�o C) 1" VALVE, ARMSTRONG CBV-SF. �" CONTRACTOR AND INSTALLED BY P - THE BOILER CONTRACTOR. TYPICAL. TO FLOOR ELEVATION w TRERICE SOLAR POWERED — DRAIN O 0 HOSE BIBB/DRAIN 1/ 1/2 WIDE. II THERMOMETER. MODEL SX9. SUPPLY VALVE 1 8- HIGH --+---� 121 WITH 3-4 1='2 THERMAL WELL. � � � 2 2 " RAISED ---- 10" BORDER 81 B2 NOM ROOM DETAIL IS DIAGRAMMATIC ONLY �I�S UNION : _ : B-1 2" BE'1 tl CONTRACTOR SHALL FOLLOW ALL EQUIPMENT MANUF � I By IN THE BOILER ROOM: w Aill' A INSTRUCTIONS DURING INSTALLATION AND TESTING. IF THE I I Sj--II�� BRONZE FULL PART BALL � � I 2' 4� INSTALL BALL VALVES aN CONTRACTOR IS UNSURE ABOUT ANY ELEMENT OF THE VALVE, APOLLO OR EQUAL T REMOTE OSA TEMPERATURE HHW AND HHWR SUPPLY INSTALLATION AND COMMISSIONING PROCESS. SU$MIT A SENSOR FOR BOILER AND RETURN FOR ISOLATING ° ° G EAST AND WEST SECTIONS t7 p REQUEST FOR INFORMATION (RFl) TO THE ENGINEER FO B PRESSURE REGULATING I p T TEMPERATURE RESET. 8" Bpi BP2 FURTHER DETAILS. VALVE. in WATTS, SERIES 2'3 10DUCT IN FAC123 LOCATED IN OUTSIDE AIR OF DRAINS ON RETURN 15w 3/4" RAISIN ON HHW` RETURN. LINES. U5LP OR EQUAL I HO LINES AND CHECK VALVES SECTION �� QUAI�3 " ET2 ® SUPPLIED BY CONTROLS RENTIAL PRESSURE CONTRACTOR. IDENTIFY EAST AND WEST 3 4 APART. 1L INSTALL PLACCARDS THAT / w I ISOLATION AS APPLICABLE. 1/8 HIGH 3WV 3 WAY BALANCING VALVE { I I B-2 I 2" E3P2 2' NOTES BV 1 CLEAN—OUT PIPE AND FITTINGS CAST IRON RING WITH ACTUATOR, SEE M1 P ET2 SHALL BE VC, AND COVER 2 A SANITARY TEE OR SWEEP MAY BE ADS1 SEE M7 IIITf"INSTALLED IN LIEU OF A WYE AS SHOWN. I —♦--�j BUSHING OR BELL REDUCER I . I II-" 40 STRAIGHT TEES ARE MEAT ACCEPTABLE. BMS SEE M1 CLEAN—OUT SHALT. CONFORM TO lf HHWR WSDOT STANDARD PLAN B-18b Cws Li HLP1 HHW ADS1 HHW 6' SEWER CLEANOUT Q Q 9I Q BOILER ROOM PIPE DIAGRAM BOILER P&ID NTS u u u a SEE P&ID'S FOR APPURTENANCES NTS 13-3,--09 CG CHANGED WLP-1 AND BV. APPROVED FOR CONSTRUCTION DRAWN/DESIGNED I3"(: CAD FILE NUMBER: CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS—o9oD, 2 1/18/10 BP ADDED SINK TO RISER 22, MODIFIED BOILER P&ID DETAIL ,r r4 CHECKED BY. COUNTY: CG SKAGIT RRISON DATE: JOB NUMBER: RE`NIEWENG ENGINEER DATE " ENGINEERING Y � i EFC 01f15f 1O 4 r AN ACORTES, WA SCALE: 09 001 JURISDICTION D, 1a HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707'-5858 RISER DIAGRAMS AND DETAILS N/A �� � � 10 No. DATE INIT. REVISION APPROVALS VERTICAL LINETYPES WASTE(W) VENT(V) — ... .._. ._. COLD WATER(CW) HOT WATER(HW) ---- -- -- HOT WATER RETURN(HWR) --- — — HEATING HOT WATER(HHw) -- HEATING HOT WATER RETURN(HHWR) — FUTURE AIR CONDMONING(AC) — — — — — I SCALE: 3/16"=1' �18 HB1 w TIE INTO EXISTING w SEWER GAS GAS " GAS GAS GA " GAS GAS GAS t�s e FYI 0 Q - © ❑ UP TO FIREPLACE 12 WFU © 4 WFU Q 24 WFU j 28 WFU 125 0 I 5 qno c 0 �I s WFU 2 WFU IT � 11�i SET INVE � �' BELOW FIN SHED OOR 3 �J ita WHEN PIP EXITS 12 WFU 14 WFU 23 WFU "E13 WFU 15 WFU 5 WFU 11j BUILDING. 369 WFU 345 WFU 321 WFU 263 WFU I 237 WFU I 189 WFU 174 WFU I 121 WFU 95 WFU 91 WFU 65 WFU 30 WFU 13 W 6" WASTE r�J 6" WASTE 6" WASTE U SET INVERT OF CLEANOUT Li CLEANOUT IN I � ( 0 PIPE AT 18" PARKING LOT. SEE 10a 12 WFU 12 WFU 13 WFU BELOW FlNISHED CIVIL PLANS FOR 4Z � � FLOOR. LOCA1 U ¢ 12 WFU Q O (Doo � n 19 0 O� 11 U 20 WFU 30 WFU y y F12C] R RIVER to 24 WFU IT ­uT113 114 WATER 122 2 lay 1�2 1 GAS GAS G GAS AS GAS GAS GAS 9 WFU 12 WFU a 9 WFU WH1 AT LING WFU 3 HWFU J" QWH2 FS1, 2 WFUw 01 COLD WATER =L 81 121 1 4 ---�82 FS 1, 2 WFU 1�IN CEILING OFF ST FLOOR � 2 142 144 AS GAS GAS G S GAS " GAS GAS ,5 CWFU GAS G S [}CDA 123 2" GAS FIRE LINE FROM HYDRANT, BY OTHERS COLD WATER SUPPLY, 2j" TYPE L COPPER TO 2" am SURELY METER FIREPLACE 13 0 20,5 MBH FIREPLACE 1 O 37 MBH -( WATER HEATER 2 O 199 MBH BOILER 1 O 300 MSH BOILER 1 O 500 MBH DRYER 1 O 175 MBH TOTAL 1376.5 MBH APPROVED FOR CONSTRUCTION CHANDLER'S SQUARE INDEPENDENT LIVING DRAWN/DESIGNED BY: CAD FILE NDI+AGRA -09001 BP/GG VENTILATIONfAGRAMS CHECKED BY: COUNTY: { CG SKAGIT DATE: JOB NUMBER: REVIEWING ENGINEER DATE RRISON ENGINEERING 31S81 IFC 01/15/10 ANAGQRTES, WA SCALE: � �� JURISDICTION HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 747-5858 WXNF1 1ST FL. WATER, WASTE & VENT DIAGRAMS VERTICAL N/A M 4 0 No. DATE INIT, REVISION APPROVALS LJNETYPES WASTE(W) VENTM —— — — — COLD WATER(CW) HOT WATER(HW) ------�----- HOT WATER RETURN(HWR) -- HEATING HOT WATER(HH1W) - HENTING HOT WATER RENRN(HHWR) --- FUTURE AIR CONDITIONING(AC) -- --- ---- -- -- SG7 SG7 e 45 4" 45 CFM. CFM. I 12"x1 Z' USE TURNING 19 VANES IN "UP' DIRECTION. SCALE: 3/16'-1' 12'x14" 8'x8". TYPICAL 8'x8" ZDNE219 S/A 1140 CFM R/A 990 CFM O5A 150 CFM 14'x14" FAC219 I 12 x1600 1ON1O'0 OL3 RBH-8 15O CFM RBH_8 SEE ARCHITECTURAL PLANS FOR FIREPLACE VENT DETAIL M M OL3 RBH-10 RBH-10 RBH-B RBH-8 O"x1O"o RBH-12 RM 118 RTN 90 CFM El 141 6'o r ---- 143 145 117 I � 126 n F1 F1 F1 E F 7 rF C- IfL 4 � 125 ::3 Q ro i 11q sG1 SG1 ° SG1 SG1 267 267267 1�5 ! f I I I I I I 1 I I I 267 -$ RBH-6 & Qf m 1�a 8 10x12' ° 10 x12' ° " 10'x20' RG4 te FF Da 8 40T* 4 01 1 LJ 1 IL 6wo1050 L i ME (� 12'x18' � 250 M R12'xF II 250 SGB 4 If 4 i 12'x16" O O 250 1 OUT ID -A 113 � 114 � 1z0 FL �� 122 12 x18 I . 112FX SG5 4.0 " CFM 6' 1* ° i(��J ❑ 4 8so ry" �D�RR 1ST YE . ll 6 eya�hi ][ CFM f � BF1 �. 4 I I ZONE 121 50 I S/A low cm A low � RG3 II SG5 �42 144 EX/ CFM W5 � FAC121 600 II 195 1 195 AL CFMCFMCFM CFM U== t HHW HHWR 1 O x16' • 1 • RBH-12 RBH-10 23 SG5 95 OL1 OSA INTAKE. TOP 101 FC124 1CFM 1000 OF DUCT 1S 12' CFM ROM-8 RBH-8 g'� CFM BELOW C©LING OF 1 ROOM 121 OL2 180 CFM ZONE 124 COND. S/A 780 CFM 46 R/A Soo CFM asA 180 CFM RBH-12 RBH--B RBH-8 i 1/18/10 BP DUCTING AND AIR HANDLER RELOCATED IN RM 118 APPROVED FOR CONSTRUCTION DRAWN/DESIGNEDB : CAD FILE NUMBER: CHANDLERS SQUARE INDEPENDENT LIVING BP/cc vENTiLaTiONDIAGRAIyIs-090Q1 CHECKED BY: COUNTY: CG 0 SKAGIT �t RRISON ENGINEERING IFC 01/15/i0 DATE: JOB NUMBER: "� �� � REVIEWING ENGINEER DATE ANACGRTES, WA SCALE: 09001 JURISDICTION HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707--5656 FAX (360) 707-5858 No. DATE INIT. REVISION APPROVALS Dxt • T FLOOR A VERTICAL N/A i V I F 10 I IN VTR •wm - COLD WATER(CW) — HOT WATER(HW) ------- HOT WATER RETURN(HWR) HEATING HOT WATER(HHW) - HEATING HOT WATER RETURN(HHWR) FUTURE AIR CONDITIONING(AC) — — — — — „ I SCALE: 3/160=1' ! ! I I (� T Al." WASTE `Cy z19 o II I I ! I ! ! vn�t I r2118 . I I I I ! 241 243 245 247 �, F"'yl 0 7 7 .I I. FYI - - a __ _ _ __-__ _ -7 I t 'I ! !I 'xr' O , O O ; Q I t 5.6 CWFU ppqq pp p I I 3.1 HM El o b d o a b - ------ --- o b I ■ -- - - -- --- ' A=:� 1 40 CWFU ' . . eb CWFU — . . = _ 131.5 CW — 38.7 CW = 16.7 CWFU — . . ' . _.._ . . ....: . . .... . . _ �QQ 15 HWFU —3o MIIfFU --^-_. . _ _—__� �yWR——__ _ _. __.. . �...__.:..- ..___ _ _=----- ="�' — �01.5 �1-----HW— � _____ _ __ -_ _ - ------ —_____ --_- .:1 . , ___ 122.3 C " RCUR2■ I ■ 8.7 HWFU -,1.7 HWFV— 20 CWFU 1S HWFU i 20 CWFU I 1 � 1 2 17.3 HW SETTER. 3 GPM I 2 . 7.5 I ,0 CWFU 1 � �1 20 CWFU -15 4.6 CWFU I -�--24.6 CWFU WFUCWFU p---15 HWFU HW 4.6 FU 19.6 HWFU I 2" .� ■ 10 CWFU I I 7.5 Cz E i 1.1 HWFU rl I 4 2 5 HWFU cl 1.0t t __W_ Rwo IRD FLOOR I I Q d I O ' ' O .9 HWM QO d 0 I I (� 9 I 1.1 HWFU t i O � � II !I 77 ' IIII 0 0 I t I I . t ,. i1 i t ; -- -- 212 2 -+ -- --- — rl HWFU `- ■ ----- -- I 3 CWFU II o b LD WATER 1 I t 242 z44 ! .2835 cWFU L�J LAJ — ----- -------- -------� 248W25Q I e 246 1 1/1 B/10 BP WASTE AND SUPPLY ADDED TO P7 AT SOUTH END OF RM 219. APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: r CHANDLER'S SQUARE INDEPENDENT LIVING IMP/CG VEtMIATIONDIAGRAMS-09001 A: CHECKED BY: COUNTY: .; CG SKAGIT DATE: JOB NUMBER: RRIS ON EN GINEERIN G Kul IFC 01/15/10 REVIEWING ENGINEER DATE IST ANACORTES, WA SCALE: 09001 JURISDICTION " HORIZONTAL SEE PLANS a 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707--5655 FAX (360) 707--5858 No. DATE INIT. REVISION APPROVALS �N D FL. W A T E R W A S T E & VENT DIAGRAMS VERTICAL N/A I V I b 0 F -LL WASTE(W) COLD WATER(CW) . HOT WATER(HW) --•--- --- HOT WATER RETURN(HWR) HEATING HOT WATER(HHW) - HEATING HOT WATER RETURN(HHWR) --- FUTURE AIR CONDITIONING(AC) - - - - - SG4 SG4 ® 263 263 ® SCALE: 3/16"=1' CFM CFM © r� ° n SG4 SG4 ® 263 263 CFM CFM HHW HHWR R02 /-FROM ROOM 143 219 RMI, 9 RTN FROM ROOM 141 FROM ROOM 147 aRBHW-8; R 147 900 C Tp � FROM THIRD FLOOR � �; TO ROOM 349 ® i B TO ROOM 145 FROM ROOM 145 �FROM ROOM 143 RBH-8 RBH-8 FROM ROOM 143 FROM THIRD FLOOR FROM ROOM 145 I 218 I TO ROOM 141 FROM ROOM 145 MM Ta 3A5L TO M BF1 -® I I' TO ROOM 1 I I I �fi L RBH«a6 BREEZEWAY _�. _ - - - - - I - _ - -- - - - s - - _ RBH-8 _ _�H-��-_ _ - HHW - - - - - - . .�. . - ...... . ...,._ - • - - - . �. - . - _ . _� . ...... ..._ . ._.. ._ . _ - . .-. . ..^ _ . ._ - . ._ - _ . � . - _.,._ . ,._.. - . - - - . ._.... - . _ -. . - ...._ . - - . - - _ . -HHWR-._. ...._. . _ � • - - . _ ® . ......, — FP1 , I 1 I TO ROOM 349 I� RBH-6 I I � 217 I I 441 243 245 , I 247 .I i( �� � � I - DRYER VENT I I UCTIW�IN METAL F TYPICAL ITYP°�t,.ExHAUsr, IRANGE HOOD (RH1) iL DRYER (D1) 222 i I DISHWASHER (DW) RY FAN(LF1} VTR IN CHASE, ! I WASHER (m) I O 0 IVY ARCHITECT FP ! ❑ ❑ iE � � C 216 ! J � " ! I 4 I Ps I I ! I TH FAN (BF1 M 31 TO ROOM 300 P1 P2 I 4 FROM ROOM 1 • 01 0 LA Ell VENT THROUGH i I SG1 SGI ROOF (VTR) I I ° �, Gl TO M 115 I 200 267 C� }! C ! ! !I I I ' !! ! ! !I I CFM I CFM 5 TO ROOM 00 I - !I 410 8-08 I i FROM ROOM 115 E ° 10"x12' ° 1 O'x12' - - - — 6" 1OOX20" 6 Q — (�I' ❑ -' ro IIMMI NS TED LINE SETS FOR 3 12"x16' R� � TO AC (FUTURE). TERMINATE I M B__ M 1 Bu"x20WR INSI E ROOM AT CEILING. !I I l i " El 4 �t 4i i wX 6 R I ) I O O I 4 • IDE�JU ! i L 41 J J 213 I,I, J ❑ 212 ❑ 0 !I 1! I ! I � I — — , 4 I ! 16NOb IaII I� 1 242 244 =-l"/Q I � J v � �E•� 25Q I. I 24S 2 -T FROM ROOM 142 _ _ H HHWR I I RBH-12 i , . I FROM ROOM 144 . I I I I � a RBH-10 I I RBH-12 RBH-10 I TO ROOM 142 TQ , I 24� Is I i i f I i I t TO ROOM 342 RBH-8 RBH-8 TO I I ' ( LINESE S TTERMIN ON r RBH-10 RBH-8 TO ROOM no FROM ROOM 142 FROM ROOM 144 I , I i OM. 21.VIIALL OF t TO ROOM 142 TO ROOM 342 TO ROOM 144 I ' I ! TO ROOM 348 TO ROOM 350 �•-TO ROOM 344 I TO ROOM 348-JR8H-12 � RBH-8 HEATING NOTE: SEE HYDRONIC HEATING DETAIL FOR TYPICAL HEATER HOOK FROM ROOM 146 � RBH-6 \1 FROM ROOM 146 UPS. TO ROOM 146 f TO ROOM 346 TO ROOM 146 TO ROOM 346 TO ROOM 146 FROM ROOM 146 J TO ROOM 346 1 , ,8 ,0 BP RG4 MODIFIEDAND SG2 ADDED TO RM 219 APPROVED FORCONSTRUCTION � DRAWN/DESIGNED BY: CAD FILE NUMBER: 14 CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTIIATIONDfAGRAMS-09001 CHECKED BY: COUNTY: CG SKAGIT sm DATE: JOB NUMBER: i A RISON ENGINEERING � IFC 01/,5/,0 � REVIEWING ENGINEER DATE ANACORTES, WA 09001 SCALE: JURISDICTION , AL- HORIZONTAL SEE PLANS 1997 PARK LANE, 8LIRLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858a� . S E C U N D F L Q R H V A G N/A M 7 OF a Na. DATE INIT. REVISION APPROVALS VERTICAL NF"E WASTE(W) vwT(v) COLD WATER(CW) HOT WATER(HW) HOT WATER RETURN(HWR) ---- HEATING HOT WATER(HHW) HEATING HOT WATER RETURN(HHWR) — FUTURE AIR CONDITIONING(AC) — — — - — SCALE: 3/16"=1' 341 � E34ElI' FYI 347 34q 0 7 ------------ .... ........ 7 I I , Er I I - ------ a I I �. r I v -'� O "I, E jo � x1l 5 K. O OE "--_ _- _ — �O s HwFu El CwFu —HWFU — . . — . . — . — . . .. . . � . . ._. . . — . . — . . — . . ._ . . — _ . . — — . ,s �w _ .�' — . . - . . . _ . .- — r30 HWFU --- -._ ._Hw� ._ ....-- ----------_._....__._._.-_ _.----------- --__ .___—_ _- 51.9 HWFU---—HWR—HW— —. � �_ — . . — --- -- w 7.5 HWFU !� HWFu7 1 WFu 30 -- I " -- . I --- " 12.3 CWFu I 1— " — � " " I 1 " 10 CWFU" 10 C i I r 9.B HWFU 1 1 31� 2.3 CWFU�F ' 1 CIRCurr 2" j" CIRCUIT 7.5 Hw " " 10 CWFU .5 HWFU " 1O 3rJ f r 10 CWFu �-7.5 HWF�. I I 12.3 CWFU S R, 3 GPM SETTER, 3 GTE I 10 FU 0 CWFU — '� --7.5 HWFU I " 2.3 HWFU i 9.8 HWFll :I ---- 10 CWFU .-7,5 1"........_; �___. i" o +'" i I f I• 106.9 CWFU 7.5 HWFU ❑ " 81.9 HWFU in — I 2" Q _ -- - On r r I I I 6 I ! ECOND o pp O . �. O i , o ob f ' JoJO ��j F-1I � 3�q- It LL L , f fl ;f =T-7 o iEIL L - . ' 313 _ ` -4- i ob I I DK 'I o 346 I I APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBED: CHANDLER'S SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: CG SKAGIT RRISON ENGINEERING DATE: JOB NUMBER: REVIEWING ENGINEER DATE 3158i ^^ !FC 01/15/10 JURISDICTION ANACVRTES� WA SCALE: 09001 HORIZONTAL SEE PLANS N o. DATE INIT. REVISION APPROVALS 1997 PARK LANE, BURLI NGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 EXP+R,—S 3 R D FL. WATER WASTE & VENT DIAGRAM S N/A M VERTICAL LINETYPES WASTE(W) VENT(V) — — — — — COLD WATER(CW) HOT WATER(HW) ------- E OT WATER REtURN(HWR) — — — EATING HOT WATER(HHW)HEATINGT WATER RETURN(HHWR) — RE AIR CONDITIONING(AC) — — --- -- -- SCALE: 3/16"=1' RBH-8 I RBH-8 j RBH-8 RI3H-8 � FF I� -- - . - - - - - - - - - - - . _ RBH-6 I RBH-10 RBH-12 RBH -10 RBM-10 RBH-8 RBH-10 I 2jw j �41 F"�Yl FYI, I " 6 w0l I6 w0 sw 6 0 Io ❑ I I _ FLUE — _ — -- - SH FROM 6"0 ECO D M � FLOa Ei Al JL LL=Jj IleI �! wL11 FO�/ w k ._.._.---..�.-- � _ RBH--4 — — — — SG1 SG1 ° uo o SG1 SG1 I 267 267 AAV I I �AAV 267 267 w� 300 CFM ( CFM Q-+E '-+-D CFM CFM 315 311 I ° 10"x12" 10wx12" O 6w o"7(2D" 11050 (0) $ � / 600 NS TED LINE SETS T FOR 3 O 12"x16" TO AC (FUTURE), TERMINATE CCC A-FL, 8 0 M B--�- M R2Q 24 IR IN SI E ROOM AT CEILING. E314 12"x16" O O 4*0 470 rn w OUTSIDE AIR � 4"O 4 0 � � 20 x24 DiLT—P LL OC ]716 I I I II � I 342 �� 344 I I 348 350 I - - - -- - - - - - - - - - _ - - - - - - - - - - - - - . - - - . - • - - RBH-12 RBH-10 I 0 RBH-10 I I I RBH-12 I 1 I j I I RBH—s RBH—s I 34� RBH-10 RBH-8 El i I i 6*0 4 0 I i RBH-12 I RBH-8 I RBH-6 i APPROVED FOR CONSTR CTION DRAWN/[DESIGNED BY: CAD FILE NUMBER: U CHANDLERS SQUARE INDEPENDENT LIVING BP/Cc VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: p CG SKAGIT DATE: JOB NUMBER: KRIS ON EN GINEERIN IFC 01/15/10 REVIEWING ENGINEER DATES A N AC a R TE S, WA SCALE: 09001 JURISDICTION �� HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 N/A THIRD FLOOR H V A C VERTICAL M 9 OF 10 No. DATE INIT. REVISION APPROVALS L INETYPES WASTE(W) VENT(11) - - - - - ❑ COLD WATER(CW) HOT WATER(HW) ._....�...---- 10 I ❑ HOT WATER RETURN(HWR) --- • -- — HEATING HOT WATER(HHW) - SCALE: 1/8'=1' HEATING HOT WATER RETURN(HHWR) - I FUTURE AIR CONDITIONING(AC) - - - - - CHIMNEY FOR FIREPLACE RISERS. o — — — — 'TYPICAL 4 — 8' EXHAUST �4"--V"R -Q VENT FOR BF1 IN ROOM FIREPLACE, 218 I TYPICAL \V I I mw OIN,-8" EXHAUST VENT FOR I FIREPLACE IN ROOM I 216/217 I IEAORDINATE THE LOCATION OF ALL ROOF VENTS '� VENT WITH THE ARCHITECT TO AVOID LOCATIONS ON SOUTH ca FACING ROOF SUITED FOR THE FUTURE INSTALLATION m o o OF SOLAR PANELS. VENT I I I A1t� 3.25 000' RANGE 4• VENT N AIIRT OUTSIDE ® 3.25 x10' RANGE VENT TYPICAL � RELIEF AIR VENT TYPICAL " VENT o c /--4" VENT VENT 0 0 � ------------------- T. I � IO n s r— 0 S02 SG2 SG2 204 204 204 CFM CFM CFM rut HP2 CRD CRD CRD HP2 HP1 � t2w� SD-223 SD-223 SD-223 CRD CRD SD-223 SD-223 SD-223 550 CFM RTU1 8'!► 8.o 8"r " 0 13' x 28 CCt p SM 8 � 8 +i Ut wo S.¢ sw L. UP 12 X10' 10"x8" 1200 1 ell 18"x16" 22" xSL P18" 8"x12 x . 12 z10" 10"x8" BLANK OFF EXISTING k EXISTING. p NG' PRESERVE EXISTING OSA 15"X16"(W) UP TO AHU2. TO ROOF 8"o gl�l 8w¢ 8"A INT16"x16"(W) UP TO ROOF . S/A 1950 CFM INTAKE HOOD 8 8 8 - - - - R/A 1650 CFM Fl CRD 1 OSA 300 CFM CRD CRD CC2 U2 SD-223 �223 SD-223 CRD 20"X20'(W) UP 14'x14' CRD . CC2 U2 SD�223 SD-� SD-223 OINT ROOF 14 x12 KE 20 ROOF UP 14"x14" I4'x12" 20 x12" 2D"x12 -j INTAKE 14'x12" 20"x120 20"x12" CG 1100 14'x12' B"x16" CG 1100 6"x16' M MUAt M MUA1 QCONTRACTOR TO REPLACE AND RELOCATE THERMOSTATS ®RELOCATE HP2 AS SHOWN. ELECTRICAL CONTRACTOR THAT ARE CURRENTLY IN THE ATTIC FOR MUA1 AND TO RELOCATE POWER TO NEW LOCATION. MECHANICAL IDEMOLISH AND DISPOSE OF AHU1 AND CC1. MUA2. NO OTHER WORK TO MUA1 OR MUA2 IS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEMOLISH AND DISPOSE OF HP1. REQUIRED. THE TEMPERATURE SENSORS SHALL REMAIN RELOCATION OF CONTROLS. RELOCATE PER DINING ADDITION PLAN, THIS SHEET. IN THE SAME LOCATION. THE CONTRACTOR SHALL ENSURE THAT THE PROGRAMMING IS SET PROPERLY (3)RTU-1 AND RELATED DUCT WORK SHOWN IS AFTER MOVING THERMOSTATS. THE LOCATION OF THE DIAGRAMMATIC. THE ACTUAL LOCATION OF THE THERMOSTATS IS AS SHOWN OR AS DIRECTED BY THE ROOFTOP UNIT AND DUCTWORK CAN CHANGE TO OWNER. ACCOMMODATE EXISTING CONDITIONS. IF ANY SIGNIFICANT CONFLICTS ARISE, CONTACT THE ENGINEER FOR ADDITIONAL DETAILS. DEMOLITION PLAN SCALE: =1' DINING ADDITION HVAC SCALE: jj"=1' APPROVED FOR CONSTRUCTION DRAWNG H A N D L E R'S SQUARE INDEPENDENT LIVING BP/CG/DI�IGNED BY: VENTILATIONDIAGCAD FILE ERAMS-09001 �r CHECKED BY: COUNTY: CG SKAGIT DATE: JOB NUMBER: RRIS ON 'rf � iTs IFC 01/15/10 REVIEWING ENGINEER DATE AN AGORTES, WA SCALE: 09001 JURISDICTIONNA]. HORIZONTAL SEE PLANS 1997 PARK LANE, BURL INGTON, WA 98233 PI-ZONE (360) 707-5656 FAX (360) 707—s8sa � . rJ ROOF` VENTILATION DIAGRAM N A No. DATE INIT. REVISION APPROVALS VERTICAL / M 1 a OF 1 I FIXTURE LOCATION TYPE MFG MODEL LAMPS A HALL LIGHTING COMPACT FLUORESCENT SURFACE MT UTHONIA LIGHT CONCEPTS MANTAGUE 11570-87S (1) 55W 2C 76 B STAIR LIGHTING COMPACT FLUORESCENT SURFACE MT UTHONIA LIGHT CONCEPTS MANTAGUE 11570—BZS (1) 55W 2C T6 SYMBOL SCHEDULE C DISPLAY LIGHTING COMPACT FLUORESCENT RECESSED JUNO ICPL632E 32W TRIPLE TUBE 4-PIN CFL © 2 LAMP RLUORE SCM FCNRE D CLOSET/HALL LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3201 (1) 18W T3 ® RECEM RXWRE E EXIT LIGHT COMPACT FLUORESCENT SURFACE MT LITHONIA LQM EL N LED GARY L. m aff UcHr F EATING BAR COMPACT FLUORESCENT PENDANT NUVO 60-3197 (1) 13W 72 CHRYSL E O E>e W FM G KITCHEN LIGHTING FLUORESCENT 4' WRAP NUVO 60-903 (2) 32W T8 COMPANY , 18349 Cardinal Lane - LIMT FIKNRE H BATHROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3206 (3) 13W 72 Mount Vernon,WA 98274 DUPLEX RECEPTACLE - It U NOT USED NOT USED NOT USED NOT USED NOT USED (3B0)42280z4 cR REIVr IR K LOBBY LIGHTING COMPACT FLUORESCENT SURFACE MT LITHONIA LIGHT CONCEPTS MANTAGUE 11570--BZS (1) 55W 2C T6 R L LIVING ROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3203 (3) 13W T2 $ SKLE POLE W01 M UTIUTY LIGHTING TWO LAMP FLUORESCENT F032 UTHONIA C232 (2) 32W T8 N. BEDROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3202 (2) 13W 72 3-4YAY SM 0 P PASSAGE WAY LIGHTING COMPACT FLUORESCENT PENDANT MT SEA GULL LIGHTING SEA GULL LIGHTING SEA GULL LIGHTING � DIIW +� Q KITCHEN ADDITION LIGHTING MATCH ENSTING LIGHTING MATCH EXISTING LIGHTING MATCH EXISTING LIGHTING MATCH EXISTING LIGHTING ouTLEr R ENTRY LIGHTING COMPACT FLUORESCENT WALL MT VERIFY WITH OWNER COMPACT FLUORESCENT WALL MT (1) 13W T2 S PARKING LOT LIGHTING 25OW HPS 25' POLE MATCH EXISTING. MATCH EXISTING MATCH EXISTING MATCH EXISTING T COMMON AREA TRACK LIGHTING VERIFY WITH OWNER MATCH EXISTING (1) 18W T3 ,- U ENTRY LIGHTING -- PENDANT TRACK LIGHTING VERIFY WITH OWNER MATCH EXISTING 7OW HPS N 00 ELECTRICAL NOTES: kn tn tn W W 0 0 1. All receptacles shall be tamper resistant, type "TR." v g 2. All receptacles in bedroom units shall be have Arc-fault circuit-interrupter protection per WAC 236.46B-210.012.4 0 3. All receptacles installed outdoors shall be rated type "WRI' or weather resistant, in addition to having weather resistant covers and GFCI protection. © o.1 4. Verify Location of all mechanical equipment with architect prior to installing wiring. o K4 C14 5. Verify service entrance location and requirements with utility prior to construction. 6. Verify all fixtures types with owner prior to wiring. 7. Verify all fixture locations with owner prior to wiring. 8. Verify starting current with elevator manufacturer prior to ordering service equipment. 9. Verify commercial washer and dryer loads with architect prior to connection. 10. All remodel areas shall be in conduit. 11. Breezeway addition shall be in conduit. 12. Contractor to submit areas on sheet E10 for electrical plan review with Dept Labor and Industries. 13. Fire alarm drawings are schematic only. Final shop drawings to be submitted by Fire Alarm Supplier. 14. Coordinate with fireplace supplier as to whether switches are integral to unit. If not, then contractor to supply switches. t lIRRfItIGE 0 POOR 1MI1H lltlfflf 4— 4'C r�-� M � • 4 — 5IL al.FA PNa�,a� PALX 6 1 Iff U DD ROIU UTW fit BY ELfCM MORIwCiOR r 1 — 4"1IIIEI'II I ODDITY 1 — 4' OlIBI.E IV ODIW • • 1 — 4'SPNIE OtIItXUIf 30 S 1 0Cl— V V�t I M1 do� I FM FEl Ca�olRr F A7 F1i11RIE MuuEw FFJ111RIE I AIR!70 PAML Y-1 7OSWE Comm IN WE WX 70 PANEL �s M1 -14 1%IMM ONLY FOR FUTW$a MM 7O PAWL 11-1 1EYII"M CONWr N .ER&IM BOIL VM Pt" ROPE BMW PANEL. ARCW=AM OL M 30 30 30 30 (PawnWP M1 AC/3 Date: I AC/1 M1 --5,7 IFC U M1 -1 ,3 S 01115110 s M11 2,4 4 AC/4 ' M1 -6,8 Sheet: El Electrical Site Plan 6) OA NTS i i i 118 FYISEE SHEET El *E u m GARY L. CHRYSLER 143 111777 mElCOMPANY 141 145 16349 Cardinal Lane Mount Vernon,WA 98274 n — -C� (360)422-6024 �J i ❑ ❑ ❑ E 125GIZ, � m 103 r--s •r-t ❑ ❑ Cam] 700 11 II 115 g 111 °� g 6 p p 122 � a� 00 r— I 120 ® II � �. g 1 a 114 124 I rr.�� ` � ❑ ❑ 112 113 I ❑ V T-4 O MEJJ °o ❑ 0 oo c a � ❑ 144 u 1 121 723 146 First Floor Lighting Plan A i i j' 118 \/ I SEE SHEET El cdwe _ 143 117 � s 141 101 145 RESERVED FOR ❑ a � s ELECTRICAL a s PANELS AND 105 TELEPHONE ❑ r� ' BOARD r s s 1a 116 125 a 103 _ s : , 119 o 41 ❑ II ❑ II II II II I II oI ❑ '� i 100 g II I 115 111 g wax w-m an x rpa srr I 120 ® wa�.,a 124 114 [ ❑ � �I g 112 113 w re a a Win , as f 102 104 ,,,,Q W2 Date: 106 I� IFC 144 f l 01I15I14 142. x° 9 127 123 F024 KIM ® w Ll Sheet: 148 E2 First Floor Power Plan GARY L. CHRYSLER COMPANY 18M Cardinal Lane Mount Vemon,WA 98274 (360)422-6024 U U I U Nt 00 ON � W �� 00 i 118 SEE SHEET E10 N 141 145 �=4 ❑ ME D ❑ ❑ -+ 1,sLj J"") 12� 0 2o F-1 FD1 EQ 0 0 119 43 v ❑ I) o I o 0 0 0 0 ❑ II 111 1QQ o o a ® 122 � O 12o a I I n 114 � ❑ ® ,24 --- - - - 00 o � o � II ❑ I I Date: 142 1 q.q. Fy� lr"'Yl 121 ® 123 0 IFC 01/15110 0 ", 14s �I Sheet: E3 First Floor Low Voltage Plan 219 SEE SHEET E10 218 GARY L. -4 CHRYSLER 243 >, 247 II COMPANY 241 245 216 1$349 Cantina!Lan® _ Mount Vernon,WA 98274 (360)422-6024 L AI-- ❑ ❑ ❑ ❑ I e� 217 o � I 00 00 � oo IiW-7 •� El ❑ ❑ ❑ 2t30 I II 215 211 — 00 0o ICI U 0 0 r— 2,4 � 00 II ❑ c 00 fT 01 ,E LZ Z ❑ ❑ 212 213 ❑ ❑ Vim ; ,n oa ❑ _ — W al too 24 2 E a c� D D PCs c*7 o F2-4-8-1 250 246 Second Floor LightingPlan 2,9 SEE SHEET El tie•=1.-0. 218 �"� • *� M � 243 247 II � � 241 201 203 245 207 - ❑ a a e a a a e 1 s ss so a a 20 Xk- 1.3 El El ❑ II l II II I ❑ ❑ U 200 II I „ 215 a ' ` II 5 214 [ 7 4 � • is so ° s � 212 CR 213 v a s 202 204 208 210 4 9 Date: 20 242 244 1FC _ 17t 01/15/10 uey _ 246 Sheet: E4 Second Floor Power Plan GARY L. CHRYSLER COMPANY 18348 Cardinal Lane Mount Vernon,WA 98274 (360)422-6024 00 C/1 d• N 00 O1 � 4 knA o rn u 219 SEE SHEET El ° o 218 -~ c 24 247 0 I " '241 245 216 . V..4 ❑ — — o s ° , -j ❑ %F- 010 ❑ LI LI rn 0 217 I o o o I � ® � o0 0 � 1 oo � o ° ° 1! � 20o I 211 00 oo — 0 0 00 � � oo H o O Q ° o (I 214 � ❑ %iFn ❑ 212L 213 ❑ El F] L�i LI 00 ❑ — 0 0 0 o E s 242 244 248 2S0 Date: 01115/10 Sheet: E5 Second Floor Low Voltage Plan ire•- •_Q. GARY L. CHRYSLER COMPANY n n 18349 Cardinal Lane Mount Vernon,WA 98274 343l (360)4zz-G024 341 345 349 E ❑ ❑ 1 c� 316 . 00 00 00 ffl 00 xi ........................... ❑ ❑ ❑ ❑ -�-1 300 3—1-11 d 315 00 00 00 00 00 00 o ° 314 ccn ,2 00 0 ❑ ❑ 312 313FA ❑ ❑ '� °o � i-w ------------ 00 0 o � Q, Clock ❑ a 342 344 0 ❑ Maintenance 3" r Fourth Floor Lighting Plan Third Floor Lighting Plan A A cd . 343 347 341 301 303 F-3W 307 309 349 fD 7D 30 ,D 3#S ° 4 4 VN E11 Il II II II II I Il El li ❑ ALL CLOCKS TO CLOCK CONTROLLER 300 II 315 t�l CONTROLLER _ o ov Z3 s ❑❑ ' � aR �a ° ° ° ,a P M1-10 °F 4 14 4 4 7 7 II 4 10 FR . �ju m 312 313 COORDINATE CONNECTION ° OF CLACKS WITH CLOCK 302 304 308 310 SUPPLIER 305 342 344 ° 348 350 Date: — — IFC Clock 3" O1f15/1Q Maintenance Sheet: Fourth Floor E6 Power Plan Third Floor Power Plan i GARY L. CHRYSLER COMPANY 18349 Cardinal Lane Mount Vernon,WA 98274 (360)422-6024 00 CIA 4� •r-a U 00, g R h to C/] a 00 00 �. s 343Cd 347 341 345 349 _ ===C= • 'P"4 -Ep 316 xm H L O o ot ° to0o r o 2 °o 00 0 °O o ol: 00 a ❑ ❑ 11 o 0 0 o4 a o o ALL CLOCKS TO CLOCK CONTROLLER Q ) (s� II I I li I I I a CONTROLLER 300 311 315 00 U10o0 00 oo L m m .. O C] ! LQ 314 400 171El s ❑ 3i2 313 ❑ ❑ ❑ L 7�—� LL 00 ❑ COORDINATE CONNECTION o OF CLOCKS WITH CLOCK SUPPLIER U O ❑ O p 342 344 348 350 Date: 34B Q Clock �c 01f1Sf10 Maintenance Sheet: Fourth Floor E7 fl Low Voltage PlanThird Floor Low Voltage Plan .......... ....................... ................................................... ............... ...................................................................................... ....................... .........................................................-........... .......... LOAD SUMMARY WORKSHEET Wa W 6 AT PANEL SCHEDULE ........... ............. PANEL: R-1 Single Phase Date: Auggs 171 2009 ........................... ...................... ......... ............ .........................................- 40 Location," ':-'.i Room 11� Bus Rating: e Phase 4 - f C Fed From:I IVIDP v0 Mai V 4-.,-Wire Name: CHANDLERS SQUARE 4 - 500 KOL AL FA .......... ....... ......................... ................... ......... .. ............ 3�Wire ................................. ❑ .......... ........ ? i . ❑.................. ....... ...... Z77/.......................... -7....................................... : ............ ............................ AIC Rating:' 14,000 ............Address: ............ .......... A. ....... .... . S ............... Ground 0. BY WWA OWN J ❑............ . . . .......... ... .................... LmlDouble Lugs .......... Project Description: CIRCUIT DESCRIPTION IT DESCRIPTION CIRCUIT (VA) (VA) 1 JAPARTMENT 141 100 100 APA RTM E N T 142 2 19500 19500 GARY L. LOAD TYPE -T R-1 R-2 EM-1 M-1 ELEV CONN. TOTAL 7cALC TOTAL 3 APARTMENT141 100 100 APARTMENT 142 4 CHRYSLER 5 APARTMENT143 19500 - 100 100 19500 APARTM E N T 144 6 COMPANY 7 APARTMENT143 100 100 APARTMENT14 8 9 APARTMENT 100 100 APARTMENT146 10 18349 Cardinal Lane MR 3R Lighting (First 3,000) 19500 19500 Mount Vernon,WA 98274 3'000 3 11 APARTMENT145 100 100 APARIMENT146 12 (360)422-6024 1200A MT P-C- ,000 3,000 9,000 x 100% 9,000 SERVICE DMWCT Lighting (3001 to 13 APARTMENT241 19500 100 100 19500 APARTMENT242 14 15 .APARTMENT241 100 100 APARWENT242 16 120,000)) 10,000 9,000 4,075 23,075 X 35% 8,076 17 APARTMENT243 19500 100 100 19500 APARTMENT244 18 Gen Use Receptacles 19 APARTMENT243 160 100 APARTMENT244 20 UUIY <10KVA 10,000 10,000 x 100% 10,000 21 APARTMENT245 19500 100 100 19500 APARTMENT246 22 Gen Use Receptacles 23 APARTMENT245 100 100 APARTMENT246 24 4-A 12M NP IN LUG ONLY 45,000 W. NKNUM 25 APARTMENT247 100 26 - >10KVA 15,740 23,760 3,390 39,500 X 50% 19,750 19500 27 APARTMENT247 100 28 CT Motors & Compressors 29 30 7 9,500 14,256 33,948 57,704 X 100% 57,704 ................... ................. .............. . ....................... .... ......................... . ....... ...... .......... ............... ......................................... SEE WH =9 (Largest Motor) ------- SCHEDULE PER PSE 4D RE 40 R15 10M N w In 10DA RK5 SPARE 33,948 33,948 X 25% 8,487 PANEL: R-2 SrAVZMR ....... ........❑ .......- Rati ng: Three P ase Location:1 Room 117 Bu 4w v L Range ......... ....................--,. . . .. .....................................- ...... 240 Mai Wire 104,000 96,000 200,000 X 32% 64,000 --fed From:I MDP �6 Breaker 400 ............ 4 4L 00 C114 a S(AIC Rating:1 14,000 E Doy 1 3 Wire277 j� Kitchen Equipment ru..........g................. ............ J ❑Feed, P go. Ground �D , El .................................... ............................................. ......... ...... I ................................❑. .............. ........... 37,050 34,200 7 1 U T 1 ,250 100% 71 ,250 iible Lugs ............ ............. Appliance Branch LOAD , � 1 11 . 11 . - - I I . . . LOAD R-2 II-1 X'l CIRCUIT DESCRIPTION 7 CIRCUIT DESCRIPTION (VA) (VA) Go 000 Circuits 39,000 36,000 75,000 100% 75,000 APA RTM E N T 248 100 100 APARTMENT341 19500 - 19500 2 Laundry (First 3KW) 3 APARTMENT248 100 100 APARTMENT341 4 3,000 3,000 100% 3,000 5 APARTMENT250 100 100 APARIMENT343 6 Pq 19500 - --- 19500 Laundry (3001 to 7 APARTMENT250 100 TOO APARTMENT343 8 120,000)) 16,500 18,000 34,500 35% 12,075 9 APARTMENT342 19500 - 100 .100 19500 APARTMENT345 10' 11 APARTMENT342 100 100 APARTMENT 345 12 Laundry (>120,000) 13 APARTMENT 344 19500 100 100 19500 APARTMENTW 141 2 - 30C fc fc 25 to 4 - A AL 4 - 1/0 AL 4 - 1/0 AL 16 APARTMENT344 100 100 APARTMENT346 16 11 AL AL GROUND AL GROUND Dryer 17 APARTMENT347 19500 100 100 19500 APARTMENTM 18 65,000 60,000 125,000 47% 58,750 19 APARTMENT347 100 10, APARTMENT348 20 21 APARTMENT349 195001 1 100 100 19500 JAPAR ENT350 22 w 23 JAPARTMENTM9 100 100 IAPARTMENT350 24 ........... ------- ....................................... ........................ ............... <9> PANEL SCHEDULE ............ 100k PANEL: M-1 : 1 1 ❑Single Phase ...... ....... ............ .................................. .......................I......i - . - IDA M -............. ............................................................. ree Phase Location Room 117 Bus Rating: 225' RI T.h . ............. ------------ ........ ... .............. q40 . . . ......... Fed From: MDP !3rep!�er, 4-wire V❑Main Lugs )n 80 AIC ti Ran 14,000 3 Wire.................. ..................--0277/4....................... V..: 44. -Thru Lu s i-:"- 1,44 .;.4'L', F . ..................... ............................................................ ................ ................. .... CONNECTED LOAD ........... ............. ..........._I$n...Ground .................................. ❑QoLible Lugso . j I 681 ,977 LOAD LOAD CIRCUIT DESCRIPTION ............ CIRCUIT DESCRIPTION (VA) (VA) A 20 20 2 CALCULATED LOAD . 2376 A/C-2 3 20 20 4 397,092 1. 5 20 i 20 AIC-3 2376 2376 A/C-4 7 20 20 2 - 3*C 2 1/2' C AMPS 9 20 20 1000 CLOCK 10 A/0-5 2376 4 - YA AL t - 4/0 AL 1103 11- 20 20 1920 RM 122 LAU N DRY RE C EPT 12 11 AL GROUND 11 AL GROUND 13 20 20 1200 EXTERIOR RECEPTACLES 14 15 FAC 123 5200 20 40 6500 COMMERCIAL DRYER 16 al 40 17 40 18 COMMERCIAL WASHER 6500 - 19 40 oil 20 1620 RM 120, 121, 123, 124 RE C E PT 20 <9> AT 21 RM 1171118, 125 RECEPT 1620 20 101 20 720 BASEMENT RECEPTACLES 22 23 HE 24 25 oil 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 411 E2 Cd ................... ..................... ........................ .................................... ............................................. ....... .. .. ..... ................. PANEL SCHEDULE TR z ME TR SE GW 2' C .......... ........... 2-2-4 2-2-4 4 - 1/0 AL 4 - 1/0 AL PANEL:I EM-1 El angle Phase ..................................... ............ ........ .............. ........................ ............................ ree Phase WOH INUK GEM 0 INIEGRk GROUND AL GROUND AkGROUND Location:' Room 117 Bus Rating: 225 Th ............... Maur it')Breaker I I V 4-Wire Fed From: MDP TM Aft Em ...... ff HUS FM AIC Rating: 14,000 Malh Lugs Only 3rWire ---------- Z7-71 ........... t ------ -------------- 101 - 310 101 - 310 F. ed-Thru Luos V Ground ............. ........................ ........... ❑bouble Lugs ............ LOAD LQAD CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION PTION (VA) 7-F 20 1 JHALLREC. 1STFLOOR 1260 1 20 855 HALL LTG 1ST FLOOR 2 3 LTG FIRST FLOOR 1280 20 20 980 HALL LTG 1ST FLOOR 4 .5 LTG FIRST FLOOR 1120 20 20 960 HALL LTG 2ND FLOOR 6 7 HALL LTG 2ND FLOOR 960 20 20 870 REG. 2ND FLOOR 8 Date: 9 HALL LTG 3RD FLOOR 920 20 20 1260 REC. 3RD FLOOR 10 1FC 11 HWCPI 180 20 20 180 CIRC PUMP 12 100 AMP M Mgm GREMTM) 01/15/10 13 HWCP2 180 20 20 180 BP1 14 141 143 145 241 243 245 247 250 342 344 346 348 350 Rf 15 BP3 2700 20 20 180 BP2 16 17 20 20 2700 BP4 18 J J 19 FIRE ALARM PANEL. 500 20 oil 20 20 21 B1, B2, 133, 134 500 20 101 1 20 500 FC219 22 23 PARKING LOTLIGHTING 1200 20 1 1 1 20 2376 A/C-1 24 Sheet: 25 FC112, FC212, FC312 1500 20 20 276 27 281 29 30 31 32 142 144 146 242 244. 246 248 341 343 345 347 349 EM-1 33 E8 34 35 4 LIMA I 0,110000 M 36 J I J J J I J 37 38 3.9 40 1411 42 PANEL SCHEDULE j i PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE 3 PANEL SCHEDULE GARYL. PANEL: 141 ( 1 �+ p p I Single _PANEL:; 146 Single -_F� y_ PANEL:; 245 �SinglePhase I PANEL:' 341 �SinglePhase PANEL: 346 Single CHRYSLER Location: Room 101 Bus Rating: ❑'Three Phase ❑1201240 Location:; Roam 146 Bus Rating: ❑Three Phase 120 240 1 � F Location:' Room 245 Bus Rating: ❑Three Phase ; _ i Location: Rovm 341 Bus Ratin � Three Phase Location:L Room 346 Bus Rating: 1 ❑Three P€vase 12a 240 7 ❑ 1I 1zo/24a g ❑ ❑12aJ24a �1 ❑ / COMPANY Fed From: ❑Main Breaker: ❑4Wire 1Z0 208 ' Fed From:i ❑Main Breaker: ❑4-Wire 120/Z08 Fed From: ❑Main Breaker: ❑4-Wire 120 208 1 _Fed Front: ❑Main Breaker: ❑4-Wire �+ iZ0 20$ _ i Fed_F_�om: ❑I�Tain Brealaer: ❑4Wire 120J208❑ 1 -. _... _ - W 5._ 18349 Eardlnal Lane AIC Rating 10,000 -- Main Lugs Only ❑3-W€re [12771480 AIC Dating:i 10 000 Main Lugs Only ❑3-Wire 277 480 AIC Rating:' 10,000 Main Lugs Only ❑3-Wire ❑27714 AfC Rating: 10 000 Main Lugs Daly 3-Wire ❑ 1 AIC Rating: 10,000 2 Main Lugs Only ❑3-wire 277 480 i —-_ - - _ _µw _ ❑ / --�-i._ ' -- - -_ - ❑ ! 80 M_-- - -- - ❑ ❑277/480 �� W s� _ ❑ / Mount Vernon,WA 98274 Feed Thru Lugs ---' _❑ g ❑Iso.Ground ❑ 1 { ❑Feed Thru Lugs= ❑Iso.Ground �µ ❑Feed-Thru Lugs ❑Iso. Ground Feed-Thru Lugs Iso, Ground i ❑Feed Thru Lugs ❑Iso. Ground ❑Double Lugs Double Lugs ; ❑ ` ❑€}auble Lugs ❑ ❑Double Lugs ❑ ❑ i ( ❑Double Lugs ❑ (360)422-6024 - •• ____ i _- { I CIRCUIT DESCRIPTION LOAD .. ® LOAD CIRCUIT DES RIPTION f P LOAD •, LOAD - LOAD .. LOAD i LOAD ... " g .. LOAD - LOAD .. ...`.. .. LOAD C C I CIRCUIT DESCRIPTION , . CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION GIRCULT DESCRIPTION i CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION i (VA) (VA) (VA} T. (VA} (VA) (VAj (VA) (VA) s (VA) (VA) 1 RANGE 40 15 1200 MICROWAVE 2 _ 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 12L10 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 7200 4a 15 1200 DISHWASHER 4 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 1200 15 1200 DISHWASHER 4 5 KITCHEN 1920 20 15 a DISPOSAL 6 - 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 45D DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 7. KITCHEN 192DI 1 20 20 1800 RECEPTACLES 8 - 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 �-_ 7 KITCHEN 1920 20 20 18M RECEPTACLES 8 - 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 11100 RECEPTACLES 8 � 9 1BATHROOM 1440 15 01 120 1920 LAUNDRY 10 µ 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 _ 9 BA-tFIR00M 1440 15 20 1920 LAUNDRY 10 .---~ 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 -- 9 BATHROOM 14401 15 2U 1920 fAUNDRY 10 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHl1NG 1000 20 SPARE 12 13 14 W 13 14 13 14 13 14 13 14 15 16 15 16 15 16 15 16 161 16 t 3 t i 1 3 i i ! 1 4 t 1 i I t s I i�..�....�.,,,�, � ...� _..,_..... �..._ �.�.,..__...,,. .�,... �._...,.._iu ......x_.-�....�_w__..�.�...�. ....La.,.,.. .,.....�.,,a.,.-......�..o..�..,-a._,.�....._.....M._ __.,.,_-..,,-�_ ._....W....-� ...�......_.—..._.-.. M.._. ._...� PANEL .SCHEDULE I PANEL SCHEDULE PANEL SCHEDULE �� _ �� • PANEL SCHEDULE PANEL: 142 ,, ------ � PANEL SCHEDULE _ -'- _ _ g Phase _ ❑single Phase PANEL:; 241 v Sin le Phase PANEL: 246 -� ; PANEL: 347 I { L _ ❑ g Single Phase PANEL: 342 : S'n le # single Phase i Location:] Room 142 Bus Rating: El Three Phase 1201240 Location:'I Room 241 Bus Rating: ❑Three Phase Location:! Room 246 Bus Ratin 12a 240 g: T4� ❑ ❑120124a { g: El Phase ❑ / LL Location: Room 342 Bus Karin ❑Three Phase ❑120/24D l Loco#ion:€ Room 347 Bus Rating: []Three Phase []120/240 Fed Fro Main Breaker: ❑4-Wire ,� 120/208 Fed Flom:i Main&eaker: ❑4-Wire y Fed From- I {w —I— ❑ _ ❑120/208 - - __ ❑Main Breaker: ❑4-Wire 120/208 Fed From_ ❑Main Breaker: ❑4-Wire Q 120/208 _ Fed From: ❑Main Breaker: ❑4Wire 12flJ208 - I <1 AIC Rating:i 10,000 Main Lugs Only ❑3-Wire -- _- AfC Ratin 10,00a Main Lu s On 3-Wire AIC Ratin • 10,000 Main Lu s On 3-Wire v ._ AIC Ratin 10;000 v Main Iu s Dn 3-Wire I AIC Ratin 10,000 v Main Lu s On 3-Wire U❑277/4so ! g ❑ 9 h' ❑ ❑2771480 g:l ❑ 9 IY ❑ ❑2771480 i g ❑ 9 ly C ❑ ❑277/48a 9- ❑ g h' ❑ ❑277J4sa I 6 ❑Feed-Thru Lugs ❑Iso.Ground i i Feed-Thru Lugs Iso.Ground Feed-Thru Lugs Iso. Ground ( i Feed Thru s Iso. Ground ❑ ,. . ' ❑ g ❑ ❑ ❑ ❑ ❑ ❑1 eea Thru Lags I ❑Iso.Ground ❑ ❑ ❑ ❑ ❑Double Lugs i ❑Double Lugs { ❑Double Lugs j i ❑Double Lugs I# i ❑Double Lugs v� a� ao L .. LOAD ... .. 'LOAD M LOAD ... LOAD LORD LOAD { .. .°,,,. i LOAD ° LOAD i a CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION -� CIRCUIT DESCRIPTION CIRCUIT"DESCRIPTION ---- CIRCUIT DESCRIPTION LOAD . LOAD CIRCUIT DESCRIPl70N -- - CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION - o IIC�II (VA) (VA) (VA) (VA) (VA) (VA) (VA) (VA) i (VA) (VA) 1 IRANGE 7200 40 15 1200 MICROWAVE 2 _ 1 RANGE 7200 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 o 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 0 5 KITCHEN 1920 20 15 450 DISPOSAL 6 _ 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 �W 5 KITCHEN 1920 20 15 450 DiSPOSAI 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 �! 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20. 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 18M RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 9 BATHROOM 1440 15 20 1920 LAU N DRY 10 9 BATHROOM 14440 15 20 1920 LAU N DRY 10 9 BATH ROOM 1440 15 20 1920 LAU N DRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 _ 11 LIGHTING 1000 2a SPARE 12 11 L3GH11NG 1000 2t1 5PARE 12 13 14 13 14 13 14 13 14 13 14 15 16 15 16 15 16 15 18 15 16 i 2 F i i i i i i i PANEL SCHEDULE I PANEL SCHEDULE , PANEL SCHEDULE PANEL SCHEDULE ; PANEL SCHEDULE I'ANEL:I 143 i v❑Single Phase { I... PANEL:; 242 Osingle Phase PANEL:; 247 �Single Phase PANEL: 343 (]Single Phase - 1-� PANEL, 348 9 Single Phase Location: Roam 143 Bus Rating: ❑Three Phase ❑1201240 _._. I Location:; Room 242 Bus Rating: ❑Three Phase ❑120/240 _ —_ _ Location: Room 247 Bus Rating: ❑Three Phase ®120JZ40 Location: Room 343 Bus Rating: E ❑Three Phase 120 24a i ! Location: Room 348 Bus Rating: Three Phase 1201240 Fed From: ❑Maim Breaker: ❑4-Wire 1201208 Fed Front: ❑Main Breaf�r: -❑4-Wire 120]20$ Fed From: ❑Main Breaker: ❑4Wire 12D/208 - Fed From: ❑Main Breaker: I ❑4-Wire 120/208 Fed From: ❑Main Breaker: ❑4-Wire 0120/ZOB AIC Rating: 10,000 Main Lugs Only } [13-Wire ❑277148a _-_- AIC Rating:! 10,000 ----A__--- Main Lugs Only ❑3-Wlre ❑277/480 � _mow AlC Rating:i 10,000 w---_-.w � 0 Main Lugs Only ❑3-Wire 277 480 i AIC Rating.{ 10,000 Q Main l r[gs Dniy �]3-Wire 277 48D AIC Rating: 10,000 Man lugs Only ❑3-Wire / g0 77 4 ❑Feed-Thru Lugs' ❑Iso.Ground ❑ - - I ❑Feed-Thru Lugs I []ISO.Ground p — ❑Feed-Thru Lugs ❑Iso. Ground ❑ L - p Feed-Thru Lugs{ ❑Iso.Ground ❑Feed-Thru Lugs ❑Iso.Ground _ ❑ w w_L i ❑ ❑Double Lugs ❑Double Lugs i ❑Double Lugs ❑Double Lugs i i ' ❑Double Lugs LOAD LOAD LOA13 , LOAD LOAD LOAD LOAD LOAD LOAD LOAD CIRCUIT DESCRIPTION ' .. .. CIRCUIT DESCRIPTION - -" CIRCUIT DESCRIPTION "'' CIRCUIT DESCRIPTION - CIRCUIT DESCRIPTION . •. CIRCUIT DESCRIPTION - ..__._.._.._.___._ CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION - -- CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION + (VA) (VA) (VA) (VA) (VA) (VA) € UIT (VA) (VA) (VA) (VA) 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 720D 7200 7200 7200 7200 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE ' 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 12M DISHWASHER 4 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 18W RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 18M RECEPTACLES .8 9 BATHROOM 1440 15 20 19M LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 4440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 11 LIGHTING 10M 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 13 14 13 14 13 14 -- 13 14 13 14 15 16w. 15 16 15 16 15 16 15 16 11 i PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE _ PANEL SCHEDULE PANEL SCHEDULE . �.., PANEL: 144 v "- � !3 i l Single Phase _ PANEL:; 2.43 Single PANEL: 248 Single i PANEL: ., 344 OSinglePhase { PANEL: 349 Single !r -Location�i Room 144 Bus Rating: ' El Three Phase ❑120]240 ---_�_-__ _____,___ Location:i Raom 243 Bus Rating: []Three Phase ❑1201240 Location: Room 248 Bus Rating: ❑Three Phase ❑1201240 _ --_ _ location: Room 344 Bus Rating: i ❑Three Phase []120/244 ' _ Location: Room 349 Bus Rating: i Three Phase []12oJ240 • Fed From: ❑Main Breaker,i❑4-Wire 1201208 i Fed From:I Main Breaker: ❑4-Wire 2112012a8 Fed From:; El Breaker: ❑4Wire 12aJ208 i 1 Fed From. ❑Main Breaker: ! ❑4-Wire 1201208 i Fed From ❑Main Brea€cer: ❑4Wire Q 1201208 AIC Rating: - 10,000 Q Main Lugs Only ❑3-Wire Z77 4go AIC Rating:i 10,000 [v, Main Lugs Only ❑3-Wire AIC Ratin 10 000 Main Lugs Only ❑3-Wire I AIC Rating: 10 000 +/ Main Lugs On 3-Wire AIC Rahn 10,0aa +/ Main Lugs On 3-Wire 277 48D ❑ 1 .....i._.. .� n...,_. ❑277/480 g' w _ _ _ ❑2771480 .rl_ .:_ . g' w._ _._.- ❑ lY ❑ ❑2771480 g' . _.�. ❑ 9 Only ❑ ❑ 1 ❑Feed Thru Lugs ❑Iso.Ground ❑ WI-m �. ❑Feed Thru Lugs ❑Iso..Ground ❑ i ❑Feed-Thru Lugs ❑Isa. Ground m t m Feed-Thru Lugs ❑Iso. Ground _.__ m ❑Feed-Thru Lugs i ❑Iso. Ground ❑ ❑Double Lugs ❑Double Lugs ❑Double Lugs ❑ i - ❑Double Lugs ❑ i ❑Double Lugs TT� ♦� LOAD ... .. LOAD LOAD ... ....,. LOAD LOAD °.. ,.... LOAD _.-.w._.' LOAD ... LOAD ( LOAD ... LOAD V1 CIRCUIT DESCRIPTION - CIRCUIT L7ESCRlPTION CIRC>JIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION - •. CIRCUIT DESCRIPTION -- ` - € CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION r--� CIRCUIT DESCRIPTION - - CIRCUIT DESCRIPTION (VA) (VA) (VA} (VA) (VA) (VA) (VA) (VA} I i (VA) (VA} 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 12IX? MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 6 E 7200 m 7200 7200 7200 7200 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 MD DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCL-IEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 ' 7 KITCHEN 1920 20 20 1890 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 �- 7 KITCHEN 1920 20 20 18W RECEPTACLES 8 9 BATHROOM 1440 15 20 19M LAUNDRY 1a . 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 ^� 11 LIGHTING 1000 20 SPARE 12 ` 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 13 14 13 14m 13 14 13 14 13 14 V 15 16 - 15 16 15 16 - 15 16w 15 16 �•/ PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE PANEL: 145 Q Single Phase ; - - PANEL:; 244 0 Single Phase PANEL:3 260 v[�Single Phase PANEL:I 345 ' [vf Singie Phase PANEL: 350 ❑v Single Phase Eu Location'. Room 145 Bus Rating: l El Three Phase _—Coca#ion: Room 244 Bus Ratin : ❑Three Phase Location:? Room 25a Bus Ratin ❑Three Phase `........f A- Locafion: Room 345 Bus Rating: I El Phase -- - Location: Room 350 Bus Rating: ❑Three Phase ❑1201Z40 ❑120/24a g ❑120/24a _ g ❑120/240 I _ g ❑12a/240 Fed From: ❑Main Breaker: [❑4-Wire v 12a 208 Fed From Main Breaker: ❑4-W€re v 20 208 Fed From: ❑Maln Breaker: ❑4-Wire ,� i F�d Frvm' Main Breaker: 4 Wlre Fed From: ❑Main Breaker: ❑4-Wire ►� 1za 2os '❑ 1 . _. ❑ 1 ; ❑12o/2os ._.. .__... M.�.._ _. ❑ ❑ p 12a/208 ❑ 1 AIC Rating:i 1 O,aaa Main Lugs Only [:13-Wire ❑277148o AIC Rating: 1 a,aaa v Main -ILL _ --�- ❑ Lugs Only ❑3-Wtre ❑277/480 I AIC Rating: 10,000 v❑Main Lugs Only ' ❑3-Wire ❑277/480 - s - AIC Rating: 10,000 Main Lugs Only I ❑3-Wire ❑277/48o i AIC Rating: 10;000 0 Main Lugs Only ❑3-Wire ❑277/480 _ - ❑Feed-Thru Lugs ❑Iso.Ground ❑ I ❑Feed Thru Lugs ISO.Ground ❑ reed-Thru Lugs ISO.Ground p i ❑Feed-Thru Lugs i ❑Iso.Ground ❑ I ❑Feed Thru Lugs ❑Iso.Ground Ej ❑Double Lugs ❑Double Lugs I ❑Double Lugs i ❑Double Lugs i Double Lugs i DE RIP LOAD ... LOAD LOAD ..., LOAD LOAD ... LOAD _ .,. .. . -- CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION _. . _ ... i CIRCUIT SC TION (VA) (VA) CIRCUIT DESCRIPTION i CIRCUIT DESCRIPTION VA VA CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION VA - .. R CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION LOD ° LOD CIRCUIT DESCRIPTION i� N LOAD , . „ LOAD ( ) { ) ( ) (V ) (VA) (VA) C L ( ) ( ) N 1 RANGE 40 15 1200 MICROWAVE 2 - 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 , 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 3 RANGE 7200 40 15 1200 DISHWASHER 4 __...._ 3 RANGE 72Q0 40 15 1200 DISHWASHER 4 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 7�0 40 15 1200 DISHWASHER 4 3 RANGE 7200 4a 15 1200 DISHWASHER 4 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 - 5 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHI_N 1920 20 15 450 DISPOSAL s Date: 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 -- 7 KITCHEN In 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 IBM RECEPTACLES 8 -~ 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 18M RECEPTACLES 8 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 - 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 .w 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 - 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 9 BATHROOM 190 15 20 1920 LAUNDRY 10 1FC 11 LIGHTING 1000 20 SPARE . 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 011 5110 13 14 y 13 14 13 14 _ 13 14 13 14 15 16 15 16 15 16 15 16 15 16 Sheet: E9 LUL I i I I I I 221 GARY L. CHRYSLER COMPANY 18349 Cardinal Lane Mount Vernon,WA 98274 (360)422-6024 I M I I M I I I � 220 I � I ° 13I I ALL ELECTRICALWORK IN THIS — — — — — — — SECTION TO BE IN CONDUIT 00 OR TYPE A/C CABLE. TYPE 0 WASHINGTON STATE DEPARTMENT ALL ELECTRICALWORK IN THIS NM/NMB CABLE NOT ALLOWED. ON `o OF LABOR AND INDUSTRIES SECTION TO BE IN CONDUIT I o a I PLAN REVIEW.REQUIRED ON OR TYPE A/C CABLE. TYPE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES � �� i ALL REMODELED BUILDING NM/NMB CABLE NOT ALLOWED. l SECTIONS. I I PLAN REVIEW REQUIRED ON ALL REMODELED BUILDING SECTIONS AND ROOM 219 rW 13 I I ADDITION. Cd x K1-36 I csc j 219 I I to a I NOTES: I 0 RELOCATE EXISTING I HP2 TO SOUTH END I OF ADDITION. 218 REMOVE 2ND EXISTING UNIT AND REPLACE WITH 5 TON a RTU-1 ROOF TOP UNIT. VERIFY LOCATION AND EQUIPMENT / -- REQUIREMENTS VATH EXTEND FROM MECHANICAL PLANS. RECIRCUIT I CIRC HP82. Q 222 AS NECESSARY. I VERIFY LOA ). EXISTING CIRCUIT EXTENSIONS Ground Ftoor a t Connection 219 I TO BE CONCEALED. I B RELOCATE DISCONNECTS. 1/8r'�,�—(fir VERIFY LOCATION AND Existing EQUIPMENT REQUIREMENTS Kitchen I WITH MECHANICAL PLANS. (no work) f COVER EXISTING EXTERIOR I BOXES WITH FLUSH COVERS DO NOT CONCEAL EXISTING I BOXES IN THE WALL Q} Cd • �...� o " Existing �14 Dining . 7 (no work) Expansion D�n�n ROOr� GFl ALL ELECTRICALWORK IN CRAWL SPACE SECTION TO BE IN CONDUIT OR TYPE A/C CABLE. TYPE �4 Site Plan NM/NMB CABLE NOT ALLOWED. Cd CIRCUIT MUST BE FED FROM EXISTING GFl M M STRUCTURE. U FAC219 MNA-21 GFl M M 118 Date. lFC 01115110 Basement at Connection 219 . Sheet: E10 V �I ]'7H Sl TITFJ CT f I ! a\I 1 I I r I I c ° d a ! o r It f 1 I 1 1 f ! I 1 1 •EA\1! I\ 1 I I ! ! - r I ! ! ! I I n rt fa r1 IS to 7 fa r81L0 r I ! ! \\� �, SITE d a N r 12 rr 77{:)e m r. ti e D 12Tfi S3 / — I -- � { 1 { I I I 1 f r 2 11 tP Td rf 1 fd to!ri�re 1 1a rB a 10 1r rr is 1'r rL to f7 79 \ f CFI NnE \ \ TA/ram — io �T a"T a T I \ to a a r a d s a r I I 1 1 1 I r l I l r_ _ g I E 1 f 1 f ! I I I I I I f ♦ Irr A rf I ] I TABLE OF CONTENTS if - I { !R 13 to sa n re IV ;x r r rs r I 1T JP fe f! la M 77 rd fD 8 - r` 1t.TH =T SHEET NO. DRAWING TITLE p — \ \ , I I r I r fa a d a 6 ! e r , a a C1 COVER SHEET AND VICINITY MAP I I I I f „ I 1' ', ,_ ,t --- C2 TEMPORARY EROSION ANS SEDIMENTATION CONTROL PLAN C3 TOPOGRAPHIC SURVEY BY AZIMUTH NORTHWEST, INC. C4 SITE C5 UTILITYNPLANDING PLAN w VICINITY MAP C6 SANITARY . SEWER PLAN AND PROFILE f ,�ES? NOT TO SCALE C7 PROJECT NOTES C8 PROJECT DETAILS PROPERTY DESCRIPTION LOTS 1 TO 8, INCLUSIVE, BLOCK 56, "MAP OF THE CITY OF ANACORTES"' ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT CONTACTS:- COUNTY, WASHINGTON, ALSO, THAT PORTION OF ABANDONED RIGHT OF WAY OF THE GREAT NORTHERN RAILWAY 1, CITY OF ANACORTES COMPANY BOUNDED AS FOLLOWS: A. STEVEN LANGE: PROJECT MANAGER ON THE NORTH BY THE NORTH LINE OF SAID BLOCK 56 EXTENDED EASTERLY, ON THE OFFICE: 360 299--1983 EAST BY THE WEST LINE OF "0" AVENUE EXTENDED, ON THE WEST BY THE CELL: 360-661-3468 SOUTHWESTERLY LINE OF SAID ABANDONED RIGHT OF WAY; AND ON THE: SOUTH BY THE FAX: 360-293-1938 SOUTH LINE OF SAID LOT 1 EXTENDED EASTERLY. EMAIL: STEVEL@CITYOI=ANACORTES.ORG EXCEPT THAT PORTION THEREOF LYING BETWEEN THE NORTH AND SOUTH LINES OF THE B. JIM BALDWIN: PUBLIC WORKS INSPECTOR ALLEY THROUGH SAID BLOCK 56 EXTENDED EASTERLY. OFFICE: TEL: 360--299-1972 CELL' 360-661--3547 SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF WASHINGTON. FAX: 360-293-1938 EMAIL: JIMBOCITYOFANACORTES.ORG C. ERIC FAX: 36Q 293�193gASSISTANT CITY ENGINEER OFFICE: 360-293-1920 PROPONENT SITE ADDRESS ' THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY LANNEY WIXSON ANACORTES SENIOR HOUSING OF ANACORTES REGARDING TECHNICAL AND ENGINEERING MATTERS. ANACORTES SENIOR HOUSING 1201 N AVENUE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR 1300 0 AVENUE ANACORTES WA 98221 THE CITY OF ANACORTES FOR QUALITY ASSURANCE, SAFETY, FIELD ANACORTES WA 98221 COORDINATION AND INSPECTIONS. ANY OTHER CITY PERSONNEL SHOWING IMPLIED AUTHORITY ON---SITE n SHOULD BE DIRECTED TO THE PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION SHOULD BE FOLLOWED. 2. AUDITIONAL CONTACT INFORMATION A. CITY OF ANACORTES STREET DEPARTMENT ENGINEER/SURVEY FIRM MATERIAL TESTING COMPANY MAC JACKSON: FOREMAN OFFICE: 360-293-1921 SEMRAU ENGINEERING & SURVEYING COMPANY NAME: MATERIAL TESTING 2118 RIVERSIDE DR, SUITE 208 & CONSULTING, INC. B. CITY OF ANACORTES WATER DEPARTMENT MOUNT VERNON, WA 98273 OFFICE: (360) 755-1990 TERRY NEMETH: FOREMAN CONTACT` JOHN B. SEMRAU P.E. & P.L.S. (360) 755--1980 OFFICE: 360-293-1921 - TEL: 360-424-9566 FAX. C. COMCAST CABLE FAX: 360-424-6222 CASEY JONES: CONSTRUCTION CELL: 425-508---7335 FAX: 360—527-8302 EMAIL: CASEY—JONES@CABLE.COMCAST.COM EROSION CONTROL SUPERVISOR D. CASCADE NATURAL GAS DEWIGHT BELL NAME: OFFICE: 36D--336-2189, EXT. 4211 (8-5) OFFICE: AFTER HOURS: 1--800-552-0615 CELL: FAX: 360-336-2564 E—MAIL: E. PSE / INTOLIGHT BRIAN WATERS OFFICE: 425-456-2701 CELL: 425—736—9109 FAX: 425-462--3149 EMAIL: BRIAN.WATERS@PSE.COM This plan sheet is approved for construction in accordance with the City of F. VERIZC}N NORTHWEST Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the responsibility of the professional engineer, whose name and stamp CHRIS PARMETER: ENGINEER appear on this sheet. Acquiring, complying with, and providing mitigation for all OFFICE: 360--757-2489 Federal, State, County and local laws, permits and mandates, including but not FAX: 360-757-4338 limited to the the Endangered Species Act, Federal Wetland Permit, State EMAIL: CHRIS.PARMETERQVERIZON.NET ASSUMED Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, ' Landowner, and their Engineer. The issuance of this permit shall not construed as G. VERIZON NORTHWEST proof of compliance with applicable laws and permit requirements. DEAN DUPRIS: CONSTRUCTION ' 4". OFFICE: 360--757-7621 CELL: 360---770-7625 . lIOW what's b04Wa City Engineer Date Cal[ before you dig, This approval will expire in one year from the dote noted above. ( o• � - � p Y WAS PW 09 . 019—DCM 0 COPYRIGHT 2009 ��� �� ' FIELD BOOK/PG.: COVER SHEET SCALES: CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLC HORIZONTAL : N/A DATE: 115 /0 CIVIL ENGII"EEPING • LAND SURVEYING e PLANNING VERTICAL N/A BLOCK 56 , MAP OF THE CITY OF ANACORTES DRAWING: 4097NT.dwg 2118 RIVERSIDE DRIVE — SUITE 208 28626 AND VICINITY MAP NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R.. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 THAN 24"x 36" THEN SHEET 360---424--9566 NO. DATE REVISION I BY REV. HAS BEEN REDUCED ANACORTES, WASHINGTON SHEET: C1 OF S WHEELCHAIR TOPOGRAPHIC SURVEY NOTE: RAMP 1. EXISTING FEATURES AND EXISTING TOPOGRAPHIC BASED ON A SURVEY PROVIDED BY DESIGN BUILD GROUP. AND BY SURVEY PERFORMED BY SES JUNE 11, 2009 AND O.NP OHP OHP OHP SPEED LIMIT SIGN JUNE 18, 2009. OHP OHP WHEEL CHAIR WHEFLCHAIR RAMP I j; FAMPL CHAIR RAMP EROSION & SEDIMENTATION CONTROL NOTES I MOVE EXISTING WATER A. A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC REMOVE EXISTING WATER REMOVE EXISTING CURB CUT METER TO BACK OF SUPERVISOR MUST HAVE ATTENDED AN EROSION AND SEDIMENT CONTROL CLASS METER AND SERVICE LINE. NEW SIDEWALK AND USE AND DRIVEWAY RAMPS WITHIN 3 YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION CARD. PLUG AT MAINLINE. TYPICAL OF 2 FOR IRRIGATION SERVICE 3 l�f 89d59'S0" E _ - - _ B. THE CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WILL OVERSEE AND T - 3 79.72' NORM GRAIN MH BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED DAILY AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS RIM ELEV 18.2'7 SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT 0 HWY 20 0 � 12 TH STREET � r N/S 1 5" FLOW IE.12-27 TO THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). T SIGN HIGH VISIBILITY FENCE 1 rr MONTHLY REVIEWS DURING THE DRY SEASON MAY 1 TO SEPTFMBER 30). WRITTEN . - r RECORDS SHALL BE TURNED INTO THE PROJECT MANAGER OR INSPECTOR ON A 1 Ai1'!p f I'HEELCHAh7 WEEKLY BASIS AT THE WEEKLY SCHEDULED PROJECT MEETINGS- 4 i -� - AMP C: THE. EROSION CONTROL SHALL BE IN PLACE PER THE APPROVED SET OF PLANS WHEELI HAIR I �` �Wrv7� PRIOR TO ANY CONSTRUCTION START. AMP s\\ \"I" � � k\ \) - CONC. �JDEWALK TO BE REMOVED �� r1r D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET o o a---=#-E v�---�0 o 0. ,�..0 0 o-- ---o 0�=-�0 o 0 i `\ r !r THE SURROUNDING CONDITIONS AS NEEDED. .77 N 89"59'50" F _ - - 1 — cif PP r J- �_��.�� _ _ ___-' '— rf ¢ r E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE 9 .71' 1 ��rr - r r ESC SUPERVISOR. THE LETTER SIZE SHALL BE A MINIMUM OF 2" LETTERS. THIS �r STOP � i E ��� I l r i SHALL BE IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF SLOP '-` E N\ I '� 1 r y ` , _ f i■i 1 1 1 l s rr THE SIGN WILL BE A REFLECTION OF THE CONTRACTOR AND DEVELOPER AND I tv DEVELOPMENT. INSTALL CATCH BASIN INSERTS 1N EXISTING AND NEW CATCH BASINS __ D5 - PER WSDDT 1-40.20-00. Ov I w a ' r r _ d f Ci TOP OF GRATE ELEV. 1 i.64 F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY IV t �' STAGING AREA r OUT TO No. IE. 15.94 (SECTION 7-07.3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE I r' r f' 1`` I r t ACCEPTANCE OF THE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF THE W/'°'� �� t� SILT FENCE lb Ir PROJECT. — f 1 S ' r �•.� 1 � t G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE r 1 1 r r 1 1 i �a-��a-.�a,�..ti: tai I r r f r f f ,O .ot?GpD..c1,.: BEGINNING OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE OPTIONAL r 1 , 1 , I ' ` = t Q I r PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED, SUCH AS WASH PADS TO '----,STAGING AR s , I , , 1 �O:Qi?= �u': �, ! r r , r OP. ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN- NO MUD IS ALLOWED TO ! / ac.t � �� e� I �I rL W ATB I r I I r 1 1 Jr '. `J� -G1s� I r —� TQI; OF GRATE 4Tt ELEV. 18-35 ENTER. ONTO CITY STREETS. Lr) i r 1 I 1 1 !1 x� 'qkip a } I\ r a r� 1 t r, c�r,�� r ' 1 ! 1 t��q � vt ti r Olin TO EAST IE. i�. �5 a> t is t €rx,s r ; ' r f r -c: " 'a° }. 1 i H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE p G7 " I t "� �`, �. r i r� f 1 OGO .�` �1 U , s b I r WET SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY LLJ �o �' r I s / 1 r 1 I f �� f �a �?�Qa. I I j , r STABILIZED WITH THE APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC l r z 1 s`-' 1 i I i l 'r ' �r Ir �r 65 LF OF 8" CPE ' `� ,P° � a I r COVERING. ETC.) r 1 ti a --_a aoo.a \ 000 m I p rrcn / 1 I r r 0 S W 0.01 Q r s t c. - �� s I \ r f s I r I r ?'u ( '60--b s 1 r , ��. I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL TO REMAIN �y �1 a [� fl". 1 I 1 DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED TEMPORARY CATCH BASIN WITH AS PERMINENT ` ° :a a'�J a I V ' / ` .hk .a. ` I .\ 1 IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED SILT FENCE FOR INLET PROTECTION `, �� '. a. :a ' , 1 WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF T r I r ` y ' \ i I I I THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE AND STORM DRAIN INLET PROTECTION o�J:w t I SUBMITTED TO THE PROJECT MANAGER. THE PROJECT MANAGER CAN REQUIRE TOP s 16.0 SEEDING IN ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT IE = 14.54 PROPERTIES OR DRAINAGE FACILITIES. f r s `� - r`' ~✓' " ? i J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO I f r 1 2 HIGH TEMPORARY s } � fi .{fit �_. - I. . `Pp 1 1a1000 FINE UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION. EACH DAY IS II j r SANDBAG OR 1� si 'a t. J 'J� �. I 1 CONSIDERED A DIFFERENT VIOLATION. 1 I s 1 s n PP ` l rr Ir rf EARTHEN BERM '. mi f T r...-..--_; 'J i EP �.: ;, , T ` __ - _ ,� p- z , PP �, --_�__ -- _- -r-___-____ - I SITE PRESURATION AND EROSION CONTROL BMP� i r ZH£F _____ 1 B D� irk 1 ' bt. -�'1 r 55NH 1Q INSTALL INSTALL AND MAINTAIN HIGH VISIBILITY FENCE PER WSDDT STANDARD PLAN T=3i.24 y� !1 `� ` r m:'s EP rS y It ��, AILS, �, ur; Lp s `'\ f�/ T-77.96 �7 ; 1-10.10-00. TO BE REMOVED t 1 I� IA` WA! = 7.16 � IE 8" CHAN - 2.:_98 f / _ ti _�� r _ Q INSTALL AND MAINTAIN SILT FENCE PER WSDDT STANDARD PLAN {-30.14-00. I� - v - ti ��^ IE OUT S 6 zri,4 INSTALL AND MAINTAIN TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED SILT FENCE Qt 1E 1� ti = r AREAS PER WSDDT STANDARD PLAN I-40.10-00. Fr L s 18.9 :.•c•' 2 � t E-="� ® INSTALL AND MAINTAIN STORM DRAIN INLET PROTECTION PER WSDDT STANDARD PLAN 1--40.20-00. y 6.,• f-4TRUDED C NC. - r`fi 'r � k r f CA I CURE RETAINING N LL — FFL y �• ,� 1 - 'sues i 1 INSTALL AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER WSDDT 1 f FL ATOP ROCK 14 LL 78.9 PA K.ING ^~~ t + 27.y i `� f r STANDARD PLAN 1-80.10--00, z ; TO BE REMOVED p t EXiStID� F.F-( �r �XISTIIYG -, t Assisted Living ,;1 H f` TORhI WATER 4 Facilityo:ssL, ETElVT70N 5IIs EM s t DEMOLITION NOTES O r r A. OWNER SHALL REMOVE THE TWO EXISTING STRUCTURES AND EXISTING TREE. LOCATION OF STRUCTURES AND TREES PROVIDE FOR CONTRACTOR REFERENCE rt } `� `` 0 10 20 40 63 ONLY. + L ? `' � fr B. CONTRACTOR SHALL USE AND MAINTAIN THE EXISTING ALLEY PAVEMENT FOR HAULING DURING SITE STRIPING, GRUBBING AND EXCAVATION. C� s SC ALE C, CONTRACTOR TO REMOVE EXISTING ALLEY PAVEMENT AND EXISTING SIDEWALK ON I I f 'NEST AND NORTH PERIMETER OF PROJECT SITE TO THE EXTENT INDICATED ON THE 4 r PROJECT SITE PLAN. 1 i ' D. REMOVE 2 EXISTING CURB CUTS AND DRIVEWAY APRONS ALONG 12TH STREET. E. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TEMPORARY WATER FROM EXISTING FACILITIES. F. ANACORTES PUBLIC WORKS SHALL VERIFY THE CONDITION OF THE EXISTING . �° _;. . xfrF` } �` - 1'Is;' ,rr; t x �,` CONCRETE CURB ON "N" AND "0" AVENUES ADJACENT TO THE CONSTRUCTION SITE "ads PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REMOVE AND REPLACE EXISTING _ , n '.,' ;, ', - err > [ CEMENT CONCRETE TRAFFIC CURB AND GUTTER AS DIRECTED BY ANACORTES _: Fr `t r :► {- =_ , �'. PUBLIC WORKS WITH THE AUTHORIZATION BY THE OWNER. a 7 .jr� ' '• t.�- .c�tgr. r"yi.tt ,1r�, - " `fs t � _ -' .. - - {--..4,*.,ae . • N .sue iatih .� .i- tS .3�. fr ,�•• . i r •i .ply'• � � _If_ �'r t `rl. '� ] T'i.3rjr• -i`�h..,' a! !✓ rr ;r" ,.r' —' } LCt'r^r �f _ -.te M�`�`i„ l iJli� - -� ir• t..fis+t.. fs _. �7 { y ' xJ.c "s-h q¢ - _ � INSTALL SIGN SIDEWALK Y€ :. _ ,f �"•- - � � � ��I�`� CLOSED CROSS HERE" tom-rtF °- _ _ ;<, '� r Y INSTALL SIGN "SIDEWALK �..r. �--'.�.,• .,.,.-., _ ..,..-� ; 1�TH STREETS ,�R �_<� r�' MUTCD R9-11A x _�`�" ,c. . T;Y ht�. I �` `_ f 4 �� CLOSED CRASS HERE" iCONSTRUCTION ak '11 - MUTCD R9-11A ' SITE INSTALL SIGN ` i "' €° _'� _ z �`C� , •�".�rt1'�--�I[.� � _ >,.-.� ., .' ,I�_ ,��;3-t'r,�� �i•u. , � .. INSTALL SIGN "SIDEWALK CLOSED ,,dL � �?� �`A� h r,r ' at �- . I �.� � ,� I° - - "SIDEWALK CLOSED" MUTCD F?9 9 1 r r{ '7c rst MUTCD R9-9 �'`...- x'" � !� i -:�4 _ 1� -r-� - 'T �ll3s' � r::' , 3 � ��ir'r r`•'-,�.. INSTALL SIGN "SIDEWALK } `` ; s �► _ t ;�, " ��rr �- u c� 9Yi Ffttu Gl? r rn HtL i R A*J 111�S'IRETr' Yj� W hS I l ;' CLOSED CROSS HERE t 3•G rim ; � ` MUTCD R9--11 A ~w > 'i - . �,ti1 s;- 2 INSTALL SIGN SIDEWALK � ! ;fa CLOSED CROSS HERE" ; .: MUTCD R9- i A ' is This plan sheet is approved for construction in accordance with the City of Anaeortes ordinances and policies. Actual conformance of the design with applicable tiss�y' S ..,14-T STREET' '• laws is the responsibility of the Professional Engineer, whose name and stamp _ rr , r f; �,a ,, � a ' e �s`a"" '"'' "�`����_ �, _ appear on this sheet. Acquiring, complying with, and providing mitigation for all 4 . .ki; �, ,r- ; � +,��, r " xs rf ._ -a Federal, State, County and local laws, permits and mandates, including but not �,-_ --- 2UU'l n�x�rtr�kt�l'�3paIrcinpLL „ # „', limited to the the Endangered Species Act, Federal Wetland Permit, State Skg1tO>~€ nt Ifr9l Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is the responsibility of the Developer, 0 Landowner', and their Engineer. The issuance of this permit shall not construed as ` SKAGIT COUNTY caQG L nol d itusl to the Arsc;jrryryr to the data mmainedl heroin 8nd m aka2 rm warranty with r1espeCt fo We proof of compliance with applicable laws and permit requirements. coriectrl�s or vallcit-Df 1:1*-neap-Da#a t�rmaiIled in INN map i� limited ice{the; method only a(rairicy of tt� Lolle�-han. Ma S=Itj: I irmh 209 Feet •1 im�41 0.0 Milos) 1 Know what's below. Clty Engineer Date PEDESTRIAN ROUTE AND SIGNAGE DURING CONSTRUCTION Cal I before you dig. This approval will expire in one year from the date Hated above. �. PW 99-919-DCM S� o WAS ` COPYRIGHT 2009 � a � + D 1EROSION SCALES. HA ]�, 'S SUAR ITI�EPENINT LIKING FIELD BOOK�PG.:SEMRAU ENGIN�ERING & S�3RVEYING, PLLCTEMPORARHORIZONTAL : 1" = 20' DATE: =10 � I-FL CIVIL ENGINEERING • LAND SURVEYING • PLANNING SEDIMENTATION VERTICAL � N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4o97TG.dwg ' � 2��2� 4 AND 2118 RIVERSIDE DRIVE SUITE 208 � NOTE. IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 °� R IST �'t7 CONTROL PLAN THAN 24"x 36" THEN SHEETONAL ANACORTES,I�auh1T VERNON, WA 98273 � �I �< AN C ES, WASHINGTON SHEET. 360-�-424-9566 NO. DATE REVISION BY REV. HAS SEEN REDUCED �� aE � TWELFTH 5 -REF H,W.RIH N E9d59'50" E _ _ - - _ _ 20 STORM DRAIN MH RIM ELEV 18.27 I N/5 15" FLOW IE.12.27 LEGEND j lj EGE D 12" W 12" w 12" W 12" W 12" W 12" W t 4V ! a r 463 is GTE❑C 40 F TCC F21 e 42 vfip Kl Wm SWKI 5wK1 SWK ❑ S LS Ki K SWK1 Wl{1 SWK1 w 1 100 c€ STC>?'� Lli`JE ¢ IJTI_I IY DOLE Q EG F❑c SWK BEG SW SWK 397 s K SW S K Sw 102 470 CL 8-D J €9d6Q � V4� EG C 101 BEG CL 469 BRK - - -- 4 p1 OUT E B ® S TCI EG FF 64 466 38 as 3 S 367 359 356 T i�!J`t ANCHOR HOFc TYP T TYP TYP 7 JW ❑R/BSH T P P TYP ND TP D TP E - lvl h�l ul'J i C>LE C B ! TY a, ❑ CATCH E ASIN TOP OF GRATE ELV.28.7w �; �� r IE JUT TC No. 16.30 m 61 90 TYP 37 366 �1\_ 0 TOP OF GRA7I ELEV. 17.64 _ 396 END FE 38 T P �11a ! OUT TO No. 1E. 15.94 -`$ ap E Vv% STREET LIGHT A'SSEhdE l" 467 € S,� 11TA,PY _1NE cV o TYP E.HSE3 5 TYP CL 8- G-E LF'IEC TELEPHONE 446 O L`I ! TYP C, cn 378 I CD ' p 39 YP 3 365 368 °O TOP OF GRATE ELEV. 18.35 SANITIA:'( UL,;�:HO_L r - Q ., 5C .ODE r,IAT. Gas Z R f( P TYP N55 1 g 104 OUT TO EAST 1E_ 16.55 c s. 4 _ 391 `T TYP � � F 3/OPTIC SW, Ha 43 EN 38Q 3 - Ei•JRIED FIBER OF TIC PIPE P HSE R 383 TY 364 pr; WA.TERLINE DEPIC ED IS 3 433 YP Z w r r r �; 5 0 ! T P TYP AR ! URAPHI� �L LOC rl # t\ �1`L C 471 370 P HSE h L UCH �444 Uy 3 TYP TYP r �P5 INDEXED t_�1l �1 li\TLr''.��til_ _.OIJTf�!II� ItJIER1/qL P E. AR 432 k36 226 382 g6! 3 BEG4TE TYP TYP R YP G � BAN iAR __VrER NH 225 G 03 V 7 Ln 108 6 VLT PEAK Lli iE t 5_O E HANCE 1 RIM ELEV- 31.24 R 392 _ � � L E/1+, E' FLQ�. 1L- ?3.gE. 1476 75 a SE 4 22 QEND FEN _ N u�gd 40 __ 179.8? BE 25 Rci a g SANITARY SEWER MH L BEG ER ELEV 5 OC P HSER sE _ P E1 fi ER D P g NMi'JE5T/N0�- IE 7.57 s IN EAST IE. 8-26 l RI E ERl E E fit. OUT SO. IE, 7.64 C 52' ER qC 5 a C •^ r� a3 '^ TYP N 89 59 4 E 2. �.70 T BE TE B a9 - �� \ FR�Jtv1 JDITCIR'S FILE IJO. I�1��01 TP AP ERSH r, LEG . l L r i I(D I ) iz 527 0 TYP TYP 314 TYPE TYPE CD PARCEL l� p i 33 TYP 1 'PC1D 111 LOTS I T IC. #fJCLUSIVE, 3_O'CK: 55, "MAD OF THE CITY C)= ANAC`rl 'TES, 5 1 0 295 96 TY p DC SKAGIT COUNTY, WASHINGTON", AS DER PLAT FECIORDED IIA' V0LJME 2 OF C � YP P c f ti- r n.. 4 s 306 PLATS. PAGE �, FEC CsRD_ OF SI:AGIT ,.OLt.TY_ 4��,-FI-II.'��TuII TY TYP 236 ' 9 SITUATE T fJ -H E ;I�" n n c TE r€ CL _ cn 4 T p4 f TYP J c S N E OF tJA,CORTE�. C !Jr: .Y 1 SI;4GIT. �T _F C TY 7 312 260 f G L''JA5} 1tdiTC}ts. YP YP TYP 6: O � 30 257 TY 15 YP i, 7 P 2 3 € 1;18 5241 TY 298 3 TY 1 1 P 18 ll4 LOTS 1 TW> 4. [I`J-_L!.:SiVE. AEI.: _Y€;G ? TO 18, INC -LEIVE, BLOCK 56, "MAP OF THE CITY OF APJ.4CORT-S' AC ORCIP:G TO T�-F L T THEFEIDF RECOPE)E7 2 TYP TYP T 261 BRS LN n 115 4 OC 12 'PJ V,_1I-UIV,E 4 OF PLf.TS, PACE 4. FECOFDS OF ti!AC;IT CCtJEJ dIASHING'TDN_ 2 2 3 8RK 317 239 V/NS H r, - T 7Y56 TYP a A-SO. THAT POPTIO?, :- �?_,�.ND!;IJ_D ?I .H- OF ,'AY OF THE Ct._AT fiORTHERN TY 99 3 TYP m ll3 FA.ILVsA.`;" rC)IYPAN` BOLINDrD AS P rv-^ - 7Y �I _ _ _ P/LFSP� 484 L 2`� ll\. THE NC€FTH 3 Y T:-fL h•ORTI . LJIA C>F SAIL, S LuC i 5E E CTEI} 'ED EA=•TERL ', CL z " 3N TH_ EAST 3 Y THE AjEST JNE ' 1F "0„ AV"ENUE EXTEHDED, ON I; iE ',TES- B Y 309 5 89 'S9 4i W 299.69 116 302 TYP ❑C THE S€DU IHWEST RL" LIFE OF SAID ABA�•JfDOIdE7 RIC:HT OF WAY: Exi=EP' THAT c 23 TYPI 300 TYP 240 PORTOPJ THEREOF L (ICJ.; BETINFEN THE !,::OPTS AHL1 SOUTH LII:E� OF 'HE W/L TYP c r 117 1© 262 DERVrES RIVE WAY DROP [TYPICAL] c A_LE� 71 :Rs iL!'SH 'SA,b- BLOCK 56, =;:TE,,I ED EASTERL`'. 22 Yp $RK 1B '129 118 120 Y IN TJ�E E7(IS G CURB AND GUTTER LINE AP 1a3 aH F FOC £ND '❑C STORM DRAIN MH €d 182 SITU','-IE N THL CI- OF ,"-IIACORTES. CCIJhJT'r' .w€F SKA _I STAT_ C,F RIM ELEV 17.03 5. 52I �� 2 0 ao1 _ C ` No_/So_ 15" FLOW IE. 10,40 VIASHIIJCT01:. YP C 3 p 4 9 T P TYP S 89 59'411' Vr 319 7YP �79.68' TY21 322 -- CALC 1 / 12$ _ - - - _ - 12 121 _ ! - CL y _ TYP - _ ❑C 1CLiy CL1 a G o TYP TYP S 7Y 0 . 879 THE'\ E E TH 866 Ti � E E T CONTOUR INTERVAL ONE FOOT 0 q YP TYP 254 180 0 179 SANITARY SEWER MH 99 2 3 TYP AP BP,$H �7s 122 RIM ELEV OF 17.20 c 2 6 _2 3 7 s C Foc FC#C BEG FOG E3A51S 01- BEARING MONUMENTED CENTERLINE OF ELEVENTH STREET HOLDING THE PLAT BEARING OF EAST" LFct TY € 271 p 7 125 352 IN No./IN NW. So_E. 11 IE.47.13 YP -FED OUT EAST IE. 7.13 � 5 4 264 DATUM N.G_S_ BENCH MARK14,1939, ID R069O BEING A STATION ESTABLISHED ON THE o N 89d5 '41" 67 265 TYP 253 La�.6� QC #T 28 _ T P TYP TYP J 33 FOOTING OF THE WEST FACE OF THE US. POST OFFICE HAVING NAVD 29 ELEVATION OF 22.97 T p - NOTE - TO CONVERT TO CITY DATUM ADD 94.77 FEET TO THE NAVD 29 DATUM 272 m 87 Yp 174 132 7 P 242 529 I31 Oc ❑C c� L DC I CAT PRINT MARKS TYP Ftl D NOTE- THE UNDERGROUND UTILITIES DEPICTED ARE FROM UTILITY LOCATE w 5 P52 " ON THE SURFACE. THE ACTUAL LOCATIONS ARE TO BE DETERMINED IN THE FIELD. 262 7YP 17 ca TY i 275 TYP 'BRS LN € 82 TYP 495 4 4 28 P �' Z L G YP 27 LL� 535 N 7YP 269 251 YP3 C, TYPP 2 cy) 89 T P3 �] T P p m 277 134 133 r 51 270 1 L OC € TY 4 78 TYP TYP4 !AP :�T T P 250 8 TYP 536 T t C L 496 49 347 TYPg TY 1 44 YW§ 542 SAN a�. sZ .>,�P MH � L 1s s TYP S 89 5° 54 '� �199.67 -_� T t �135 P,Ihl E E:'. 3'.5a - 1 1 7 P E,i'+d E" NI E;- ", -3, 5_ 1" E 1 Pl P1 EP1 EP1 Pl VLT Pl BEG E Ep T TELERILT BE P £Pl 136 �I c 5 1 8 ❑C H ❑C } 340 MH : G G 248 a 8 60 P - EP `� BEGLEP E �4 EP1 E BE C1 �O 60 90 �I 503 � C SWK 156 ! �04 30 ❑ FIJCSP❑C 333 E-SWK W SWK ❑C FC r 7 W-SWK. u C-Ar L;r:c G_R u7€��TY .AAP 537 F13C ht ! 508 o SANITARY SEWER MH CL o I RIM ELEV OF 16.08 Z IN So./WEST IE. 7.51 OUT No_IE. 7.48 158 39 ❑C �. ❑C I � 5 CP TOP OF GRATE 14.83 OUT EAST iE. 12.83 1� �-�7 STOP OF GRATE 14.64 SHEET: 3 OF I 37 OUT WEST IE. 12.89 PYY � 9 - D1 9 --- DC SURVEY IN THE 1� E Q , RTER # � r_ 1�� 142 SECTION 24 , T . 35N . , R , , E . , �V , P� , 4;1 Tc ❑14 RIM E EV 1 0ORM DRAIN 4 CITY OF ANACORTES WASHINGTON I I LJ lJ ] \ } E E T H STREET TDC !. B � 1 No./Sa. FLOW lE. 8.25 FOR B14 P/DRP/LMP �.7'I�a b u rr L9 TR /S.R IN 1NE5T IE. 9.27 1d'�E SECURITY INVESTORS N 89d59'31" E 379.6v - - - -- - L R/c 14r❑ 1 595 WU��7 �Z0 3I7 [950248] .DOT BK\UP DISC-[�48] OLD FLD BK: CALC 14/N DRWG:950248.DWG DATE: FEB 95' SPIFFY i OF 1 [Z00-7 704.-7-0z0 1-L.D BOOK: 1 9/15+ SCALE- 1 " = 30' JOB N0, 95.0248 I I '-�r n 1 �- -7 L5L, vf i /7 3 WHEELCHAIR - END CA` _..J RAMP 2' STEEL EX. CONC. SfDENAL 1C OHP OHP OHP OHP --- OHP G G G WHEELCHAIR RAMP I WHEELCHAIR RAMP WHEELCHAIR REPLACE SIDEWALK WITH NEW 6' WIDE RAMP 2" STEEL RETAINING WALLS TO BE INSTALLED WITH LANDSCAPE CONTRACT. SITE CENENT CONCRETE SIDEWALK PER WSDOT STEEL RAILING WITH "USE 1 �w 1 H STREET CONTRACTOR ELEVAT ON 0o NORTH WALL TO BOTTOM ELEVATIDNSTABILIZE A STRAIGHT GRADE FROM OF SOUTH WALL. - PLAN F-30.10-00 AND INTEGRAL CROSSWALK" DIRECTIONAL CEMENT CONCRETE TRAFFIC CURB AND SIGN PER MUTCD R9-3B R. 12 1 H STREET - - - _FINAL EXCAVATIONk FOR WALLS WILL. BE BY LANDSCAPE CONTRACT. - - _ GUTTER PER WSDOT PLAN F-10.12-00 SEE DETAIL THIS SHEET. OLD 4" STEEL I z -"�"� GAS MAIN ASPHALT REMOVE EXISTING CURB, GUTTER, STEEL RAILING WITH "USE � _ REMOVE EXISTING CUR , GLI ER, WHEELCHAIR AND SIDEWALK AND INSTALL CROSSWALK" DIRECTIONAL INSTALL ASPHALT PAVEMENT AND SIDEWALK AND INSTALL RAMP OWN TO SIDEWALK RAMPS, TYPE 4A PER o BETWEEN EXISTING CURB SIDEWALK RAMPS, TYPE 4A PER rr DOWN TO SIGN PER MUTCD R9-38 L. ASPHALT EXTRUDED PAVEMENT WSDOT STD PLAN F-40.16---00. SEE DETAIL THIS SHEET_ AND NEW CURB 21f' WSDOT STD PLAN F-40.16-00. rf SEE NOTE STR--06.3. * _ _� - --- - __ 8 28 SEE NOTE STR--06.3. 1 I X. 3/4" GAS - -- -- -- ---- <: :,: :'........ ::...... .. . .. .. ..... . .. .. :'::::::. .. r WHEELCHAIR �. :5'.'rk :'G'. :.1:::. :.:.::::::::::: ::'.'.'::L:::::: j :'r�:':.'::: :C.'.':::..:.:}' RAM P . .. . . .. . .... .. .. .. . . . . . . . . . ... .. . .. .. . .. ... . . . . . .... . . . . .. . . . . _.. . . .. . . .- . . _ X N / CAI . . . . . . . r E . Ca C SDE! _K 1.. .. . . .. . . .. . . s .. . . .. . . . .. . . . _. .. . - .. . . .. . . .. (6 .. .. . .. . . .. . .. . . . .. ' .. . . . . . , .. f. . . .- r C� rf �,. r. gat 0 10 20 40 00 ,'1 5' 27.8 27.2 �- ,� 18.317.8 YPP r F_ 27.3 $ 26.7 `'y ( y�---;�-•---- , �� ' .'. 17,$ 17.3 , 4 SAWCUT f� .7 CB I CB 144 2[?.8 ,' Nry .''" -- 18.1 17.5 R-3' ' SCALE I 27.9 27.1 T--26.7 T= 5.4I I o�CB 3 i 18.© 7r ■ CB 2 ,�� � 17.fi i r R-3 - I r d r-r 1 4 HIGH ry T:G17.7 CP -�. _ , r r ' i . . . : i I Ir T=17.$ � ROCKERY ,` tv� - - R- 17.fi i 17.7 rr r' ASPHALT PAVING I r I v'# ✓'- �' j fig '~ MH r 17.2 I ry r I r' f r f 17.1 - I r L..._..,_ T- = �' I rr i'•,._';, 18.2 TYP. i W rr , `, i r` MAX GRADE AGAINST 0 r r i i i I j. r / i i $ k8; r BUILD)NG=18J2 f t r i i r CON'C PATIO' .'�'.' II ' ' 4Q' O _��_J ] ' r ' j r - „ 1 CEMENT CONCRETE TYPE 6 4D `" 24. TYP. }-I 20 r f �. I '-- i m ' 7r ,` ' ' '~- - --`-�- � ^ EXTRUDED CURB, WSDOT STANDARD . - • �7- :...:II I �� j ` r F J f, r, :.,t•. 20 --�� 24 TYP. 0 �--- `i �� a I PLAN F-2b TYPICAL ASPHALT PAVING i o ., ) NEW 6' WIDE ` r / r , J FFL f 18.9 I .'I. 18.7 . . . r , j 27.7 AFL = 2713 r PROPdSED r r r :, i. .r. CONCRETE r I 29.9 f 27.2 I r r INDEPENDENT LIM�1 G ' j i .�c. ? C ' W. . .r. . - '•+ I r r i 17.5 I r SIDEWALK ` r. 29.4 f I i i J F'ACIIlTYr'ADDITiC}N r f r , !r t '; ' 8 i~~` I r I 4t � r r r r r' ADA RESERVE, PARKING SIGN r 21 'COTAL' + r I .•••. .'.- j I _ I , SIDEWALK RAM TYPE 2 rr ' `t.. 18.5 1 1 ! r r r r UTCD 7-801 �. : If( .'. . . .'.'. . . .'.'.', r WSDOT STD PLAN F-4012-00, r r r r j . '; ,■ PARKING 'P 18.2 r PP I ' ' . r r ' ' � TYPICA1_ OF 3) r SEIt NOTE STR-06.3 / r 6'X6'' i rr r �y.,, �. SPACES �;`17.7 N' ACCESS H CONP rr i SIDE ALK RAMP TYPE 2 ` 18• ' . . .� FFL-�$.9 i I �`�� � � 18.(} �. '. t � T=17,1 �` f % r PATIO rr WSDOT ST PLAN ;F-40.1�-00. I 3D.9 127.94 i J ' ' r - _ �- -� ,I 117.4 J � EE NOTE STR-�?6.3, � • �., .�.- I SAWCUT i t r _ R-50 , r - PP 30.5 i 9.0 24 5 7g 1$,$~ - - - PP� ,. i CB 7 fi r IIlk 1 _ 27.7 'T=17.7 ._ i ----T___ -��_,,- CB 6 _'" - Ml-f: _•�-- -_- - ALLEY PROFILE - r '� 1. .i'.. FF 27.9 r . ', 3+80 "' ' 1 I MH 402 PP T=17.8 $.8 _ ' 1 05L28.8 ` 3.'. s so'.,' c,5 T=17.4 c:a p r� r L e4 1' C} l 4 2f06 1 1 CT.6 f r !`J �` ItI C.1t+oo. . . �'27.7 t 1 i �+ 1 �T`d nt�l T t CB 1 r LL_ v�r � f 28. e. .� 2 •5 4 t L. �. _j I L i�, t T=17.6 - -- -�-x8---- �. � - - INSTALL NEW CEMENT INSTALL NEW CEMENT . ' � .' '' .9 ;28.7 CUNC PAT10 _ _ _ '`r �-- �� - -� W - -- - --- _ g�_ ' - I r`� RAMPTTO - s CONCRETE DRIVEWAY CONCRETE DRIVEWAY l� f� ;� i 28 2 r' } ',' fit;; ,gyp` .ti:., �- -_--- -------;---�--------- - ------- .. ;: Z ( 13O x20 GEO-GRID , 4 :,x 8' ��_% 1,-. ., i ASPH LT ►.. I ENTRANCE TYPE 3, j ENTRANCE TYPE 3, �::;.f...., 7' I GRAD j PER WSDOT STD f FFL `.,Y.,j_.,F�. PER ARCHITECTS � _ �.:�. .: .: PER WSDOT STD i 31. �8.3 : r. t;:.:, ti, 4 PLAN. F-80,10--00 ti I 1&.9 p.ru,'r I �r l J X a:., I PLAN F-8D.10-i 0 FFL 18 y f `{ ANMOIN INSTALL NEW PAD AND FENCE 27.9 i [ D S LL E 0 8 CONC PAD .WITH I I ,` �J tic Ss h' FENCE ENCLOSURE PER CITY OF ANACORTES Existing - , issisted Living REQUIREMENTS. LINE OUT WITH PAINT THE 4 1 Faciiit EXISTING PARKING STALL. s _ 0 10 20 40 60 NOTE: STR-06.3 DETECTABLE WARNING DEVICES - NEW RAMPS FFL SCALE , L • INSTALLED IN ALL CURB RAMPS AND HAZARDOUR AREAS. i - i. i '9c o b s WET CAST ONLY, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS ` 1 / DIRECTOR. WHITE IN COLOR, UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS r I a '� •�.• DINING I Existing I ',�' � j ,� � "WHITE" i �,TA N `,3 m Assisted Living USE CROSSWALK SIGN j SE� �" DIRECTOR. WA 1: I Facility I ( 12" MUTCD R9--3B L/R 111111 I PL CROS$WALK r SHALL BE A POLYMER CONCRETE CASTIN-PLACE DETECTABLE WARNING A1�TCHEN $� �� STANDARD 2" STEEL HAND RAILING " "REPLACEABLE PANEL",AS SPECIFIED BYAMORCAST PRODUCTS COMPANY, OR CONIC -AND FITTINGS PAINTED YELLOW PER � � rr 11�:=: ® PATIO ANACORTES FIRE HYDRANT STANDARDS '" ----- ' Y APPROVED EQUAL. 14 c i i I 2 HEA T PUMPS ON FSLAB 36" � I L r I � 48" .. _ LlUSE k i I o r I I RE-FRIG. _T COOLANT STANDARD SLEEVE- PUMP CONCRETE TYPE RAILING i I I FFL I SIDEWALK MOUNTING HARDWARE 27.9 I '� FFLROS�VALK f�{ l �l _�j:;',t••� r y �` 279 � 1 Y� O{I}U7C:IrL'lC. ,• l���L1 'r5 i This plan sheet is approved for construction in accordance with the City of Anacartes ordinances orid policies. Actual conformance of the design with applicable CROSSWALK GUIDE DETAIL � laws is the responsibility of the Professional Engineer, whose name and stamp a7 ';` ' 7tr51Ffdifll,r .hlILLl1.lTI��y p J GRAI/EL NOT TO SCALE p. r �; r: E = r appear on this sheet. Acquiring, complying with, and providing mitigation for all r- Federal, State, County and local laws, permits and mandates, including but not 7 d L+ wC) era c r..G in r limited to the the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National r I } CiL_ IJL�I ?� r DI}ILIl±IGSra rlh':alr z'r ~}` Pollutant Discharge Elimination System Permits is the responsibility of the Developer, Sr S-- - _ __..-.._.__ _ A, D 0 D C Landowner, and their Engineer. The issuance of this permit shall not construed as G °a C C38 .�3 3C 3E 9i�' 1;Z proof of compliance with applicable laws and permit requirements. r -�- Know�'//W��haj[f�]s b�eQlow. +r �- --r. � � .»-_..... .-�._ �.. ..._...,_. ,--•--. �� � r_:�i !IY4� Yi+lll before �1.� dig.fit r hi,r-r, I r�r,•, :� ,ufxr--?I-r-I f Y SIGNED BY STEVE LANGE 10/19/09 DINING ADDITION ,�r:,�_iHt JK_) - ',�HTF :RFFrt City Engineer' pQt@ SCALE: 1" 20' This approval will expire in one year from the date noted above. r � 8. P , 09--019--DCM ° � W � s� U � �z�v E rnt� 2 sv v , PLLC SCALES: _ CHANDLEW S SQUARE INDEPENDENT LIVING FIELD BOOK/PG.: . SITE AND HORIZONTAL • 1 20 �+ �° DATE: 1 /15/10 (FC CIVIL ENGINEERING LAND SURVEYING • PLANNING VERTICAL N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4097SD--2.dwg 2118 RIVERSIDE DRIVE SUITE 208 � ��zaszs GRADING PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., WA, JOB NO.: 4097 - MDUNT VERNON, WA 98273 �'�� crsm�R �� THAN 24"x 36" THEN. SHEET 1 � Has eEEN REDUCED ANACORTES, WASHINGTON SHEET; C4 OF 8 360-424--9566 N0. DATE REVISION BY REV. i ' I I B 2" TAPPING SADDLE I I u � I � � PER CITYTH 2" GATE OF ANCORTESALVE -7 STD-•� '�j r-�n f � � ��L_ VVfk� /�v I '�i r1r1� r7 WHEELCHAIR END GAS RAMP 2" STEEL EX. CONC. SIDEWALK OHP OUP OHP SPEED LIMIT SIGN OHP �OHP WHFEL CHAIR I WHEEL CNAIf' NOTE: CONTRACTOR SHALL NOTE: RAMP 1171EELCHAIR 4" TAPPING SADDLE CONTRACTOR SHALL LOCATION RAMP RAMP 2" srEE NOTE: DOUBLE DETECTOR WITH 4" GATE VALVE PRIOR TO INSTALLING CONNECTIONS. 12TH STREET CHECK ASSEMBLY IS TO PER CITY OF ANCORTES STD ALL TAPS TO MAIN BY CITY 6" TAP, 1r�x PING TEE 7 BE LOCATED IN THE FIRE 1 IA" WATER METER PER APPROVED VENDOR. WITH 6 GATE VALVE 1STREET RISER ROOM. I CITY OF ANACORTES STD. _ _ - J _ _ {FL X MJ) - �-� OCASLD MA IN ASPHALT c, FIRE HYDRANT ASSE BLY PER CITY OF WHEELCHAIR NEW 1 IRRIGATION METER RAMP TROWLED SERVICE ON EXISTING EXTENDED ANACORTES STANDA DS. SEE DETAIL DOWN To SERVICE LINE PER CITY OF SHEET 7. USE STOR COUPLING. ASPHALTT EXTRUDED PAIiEMENr CB 2, TYPE 1 10 LF(D PROVIDE 1 -FT MIN LEARANCE BETWEEN CURa ANACORTES STANDARD. _ TOP = 17.6 SIDEWALK AND FIRE HYDRANT.RFL 1� +g—s� -- — —374 — --- -- s+ -- — r XHWY2 GAS �;r:r:^^r; 3� LF H I W EELCHAIR i RA P M ., . .. . EX. CONC. SIDEMA ... . . . . . .. . . .. . . . . . . . . . . . . ... .. .. . . .. . . . . . . . .. . . .. . . ,. . . . . . .. , . . . . . . . . . . .. . . -.. . .. . . .. . ... . .. . . . .. . . .. . . . . . . . .. . . .. .. . . . ... , . . . . .. . . . . .. . . . . . . . ... . . ... , .. . . . . .. . .. .. . ..'. , . . . .. . . . .'.'.'.'.'.'.'.'. Q 45 LF �' jz- PIV- - ,l, O 10 20 40 60 sroP _ 12 CPE bAP INTO EX PP s = 0.0344 IE = 13.75 40 40 SIGN 3 4" S RVI LINE , . . . (RELOCATE '.'.'.'• CB 5, TYPE 1 SCALE TOP = 26.9 26 IE -- 23.5 CS 4, TYPE 1 25 LF ACCESS MH 70 LF 12 CPE 10 49 LF Imo. I 25 TOP = 25.4 12 CPEJ 12" CPE S 0.01 WITH GRATE 66" CMP 8 c IE = 22.0 S = 0.392 ,: . _ = 18.0-ni W z CB 3, TYPE 1 11 w I 24 ` ' ' TOP = 17.$ ACCESS MH 7 WITH GRATE FIRE SERVICE LINE ; IE = 12.34 L4" PERFORATED PVC 12 TOP = 16.9 z I 55 LF OF I QN 23 4" DI PIPE ; FOOTING DRAIN PIPE 6 a I w 11 TOTAL __ __ �, TO CATCH BASIN �, m PARKING 22 2" WATER SERVICE (TYPICAL) 13 5 z Q SPACES v PROPOSED 212 LF OF 21 CONNECT DOWNSPOUTS INDEPENDENT LIVING 4" DI PIPE 1 C.O. 4 W 83 LF OF r� TO CATCH BASINS WITH FACILITY ADDITION S 66 CMP l 4" SOLID PVC PIPE I AC ESS MH WITH GRATE 20 : .'OWE . . 15 3 _ I (TYPICAL) :. EN. . . . . m... 55 LF 4F 8" PVC TO = 17.1 PP 1$ LF . . „ OR DI PIPE 1 g 70 LF OF 8 CPE 10 LF 1 fi S = 0.020 2 C 1, TYPE 2-54" Vi TH GP . . : GP S = 0.005 0 I w 18 :.:.: � .. 71.5LFOF8" C 1 TP = 17.60 2 " DIA. FRAME AND GRATE / S = 0.011 36 CMP IE N = 10.54 Pp IE W =13.89 a — -------- �---" — — ALLEY PROFILE L _ _ - ------ EX S" EWER MH 402 S p M1 3+$C} LPL_ LJlsf\ lJ w SSMH +. . ,��+ s �+� 2" LCPE s 55MH L:i_ vLr `i r T=,31.24 H'.. 0 ,• . CO 404 ICO 405 ,�f n r�f �. . T=17.9 IE 8" CHAN = 23.98 � :. . . ._ . . ��L f\ � �v __ � T� — 0.0057 � IE IN ,N = 7 67 T I c IE IN = 8.26 :F L...... — ------------------ ------ , :.: I IE OUZ S — 7.64 ZEXISTING SID SEWER I I I FROM BUILDIN 189 I " I �xpOF: IE = 10.65 w I I 'P PR0 DE SHOP CdNC. YC DRA NG FOR RETAINING tL L FFL I FFL I I ATOP ROCK I 18.9 I I CONNECTION i 279 CB 6, TY E 1 PA IfING I o I ( I Existing CB 7 TYKE 1 { STA 2+53, 9'f LT. AC ss H Assisted Living , TOP = 17.8 c� w I I Facility TOP 1+s .7 L� IE = 1¢.69 I q I I I 1 I IE = 15.04 I I maw ca I r/7 2� I NOTES: INDICATES BUNDLE OF 4-2" PVC CONDUITS FOR FUTURE POWER AND IRRIGATION 8 �- CONTRACTOR NEED TO COORDINATE REMOVAL OR MOVING OF UTILITY POLES This plan sheet is approved for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the responsibility of the Professional Engineer, whose name and stamp appear on this sheet. Acquiring, complying with, and providing mitigation for ail Federal, State, County and local laws, permits and mandates, including but not limited to the the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National m Pollutant Discharge Elimination System Permits is the responsibility of the Developer, ` Landowner, and their Engineer. The issuance of this permit shall not construed a5 proof of compliance with applicable laws and permit requirements. Know what's below. SIGNED BY STEVE LANGE 10 19/09 Call before you dig. City Engineer Date This approval will expire in one year from the date noted above. ,�� •fib _ $• S�1 o � WA �,� PW#09-019---DCM COPYRIGHT 2009 �� SCALES' FIELD BOOK/PG.: CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLG UTILITY HORIZONTAL .- 1" — 20' DATE: 10/15/09 IFC CIVIL ENGINEERING " LAND SURVEYING • PLANNING VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES ES DRAWNG: 4097SD-2.dwg 2118 RIVERSIDE DRIVE - SUITE 208 '• zsszs �. MOUNT VERNON, WA 98273 °�� ISTEV- PLAN NOTE: 1F THIS SHEET IS LESS SECTION 4, T. . J N., R. 1 E,, W.M., JOB NO.: 4097 ssrn�aL THAN 24"x 36" THEN SHEET ANACORTES WASHINGTON SHEET: C5 OF 3s0- 424-9566 NO. DATE REVISION BY REV. HAS BEEN REDUCED ' I DOWN TO ASPHAL T EXTRUDED PA IrEMENT CURB HIyY2 :v7: NX. /¢' GAS ` 1 { J4HEELCHA, I RAMP 4. 1 ;:: .. . . . .-. . . : : :. SLO PE Ely. GONG. SIDEWALK o 0 3 . . .. . .. . • •.. ... . . .. . . .. . . .... a SLOPE �j 0 10 20 40 60 5TJP &AP INTO Ex I SIGN 3 4" S VI %' _ _�..�...r_ 4p ! a N I 40 DROP BOWL a.a 26 �I Q '� W MOUNTING SCALE a ,- � do Q a N L� �•--- r : 10 POSITION 25 `�- ` 8 ' 1 INSIDE DROP PLAN 24 7 I: TRIM PIPE TO 2 ?JAX. I 1 2 p I RivNERo INSIDE DROP V NOTCH BOTFON EDGE. V 2 3 i 6 Z 601Y1 SECURED WITH d, a r Wp 7 STAINLESS STEEL 4• 11 TOTAL L-----�----i �, m � BOLTS ; PARKING 22 13 5 . . SPACES a ,� Q PROPOSED 14 � W 21 INDEPENDENT LIVING C.O. 4 w DETAIL OF SIDE SEWER FACILITY ADDITION COMPRESSION _ COUAI lNG I .. . . . .. . . CONNECTION UNDER BUILDING . . . . . 15 ,� 3 I '•� �� , MORTAR W 20 :::- IS PER MECHANICAL ENGINEERS 55 LF OF 8 PVC PP RECCOMENDATIaNS :': . i . FERNCO FLEXIBLE { : . OR DI PIPE COUPUNG OR EQUAL .4 19 16 S = 0.020 2 < GP GP ,} REUNERa STAINLESS PVC SEWS PIPE 1 y +•�� STEEL STRAPS OR EQUAL SECURE TO }' "+ x :x STRUCTURE WTH < PP 2 STAINLESS STEEL C� 7 P AT e CB 6 '1 I INTERVALS (MIINN. OF 2) E P ALLEY PROF �` 3+80 �MH 4p2 PAP �� � A.�; •�< EX. s" sEtWR MH 403 { GLUT F13TING L _�J t�(� r LJ q SSMII + s sfaa T=J1.24 D CO 405 r� , SS1i4H 4 . BELL & SPIGOT IE $" CHAN — 23.98 C0 404 I I l`l l �{ !( , T=T7.9 : . , SWEEP ELBOW t_ V v f \ L, v _ ��, EMBEDDED IN `t— — ___ I T ^_ ___ !E IN ,N — 7..67 v k..i :..� :? „ . T --- `"� ' I f_ I /E IN = 8.2ECONIC. AT 45' L.pa, ®------------- --------- IE OU735 = 7.64 �,., .Y;} W/ SEWER FLOW .a ;y!' t'y •• '�:1 t 4 i �•�i� •i-• '•�.5�'' �'�•w+ :`7•f';,•1 •.ems•+7 +' • '� J I f ZXISTING SID SEWER FFL ,%'w. FROM BUILDING4.::',:r -~, I INSIDE DROP CONNECTION C EXISTING' 32 ; . . . . . .GRADE. . . . . . . ; . . . . . . . . . ; . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . < . . . , . • • . . • . . . . . . . . . . . : . . . . . . • . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 . . . . . . . . . . . . . NOTES: ���IVE( U�AN� INC. t, ALL ME DROP C"EcnDNS �s>R CES AND ODUCTOR SEWERS s�USE THE DROP BOWL As PRODiM BY. 53 MT. ARCHER ROAD, LYME, CT. 06371 — RELMT.ARCHER INC. (800) 508-6001 FAX.' (860)434-3195 o . . . . . . . . . . . . ���-ti. . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . : . . . . . . . . . . ; . . . . . . . . , YM►rr.0 06371 30 (aCa) oan FAX (660)4S4-3195 DESCRIPTION SCALE j 2.SECURE DW PIPE TO 1RV�tDIE Wild,WITH RELI ER-DURAK M STRNLM DROP A NONE CONNEQTION ; ; sll AuaUsr�sfE ClasPrNc BRACKETS -..�. . . . . 13ETWEEN CONNECTIONS CS BUILDINGS 2g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . � ?. . . . . . . : . . . . . . . . . : . . . . . . . . . . . .. . . . . . . . : . . . . . . . . , ; . . . . . . . . . : . . . . . : . . . , . , . , . : . , , . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . : : . . . . . . . . ' . . . . . . . :`` D . . . . . . . : : . . . . Z� . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . °�' . . . . . . . . . . . . . . . . . . . . . . . . . . . , : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : : . . . . . : , . . . , , . . . : . . . . . . . . , , . ; . . . . . . . . . . . . . . . . . . : 26 . . . . . . . . . . . . . . . : : ; , : : : : : : : EXCAVATED : : : `� : : : : : : : : : : �•\\r\\i\\r�\r/\ :TRENCH ,WIDTH. i X VARIABLE DEPTH • W I 2t. FINAL BACKFILL . . . . . . .Cs TYPE 1 . . . . . . . . . . . . \ _ APPROXIMATE' 7 C6:6 TYPE 1 FINISH* GRADE' �!. ST.A 1+$3. 9' LT STA 2+53 .9'. LT . . : \ , • �ti TOP •= :17.7 . TOP = 17.8 -0..�¢ s" COVER d 22 ' . Ex-- MN . . . , , . • , . . . . . . . . . . . . : . . . . . . : . . . . . . . . . . . . . : . . . . . . : . . . . . , . . �� . . .IE �=•15.39. . . . . . . : . . . . . . . . . : . . . . . It 14.,69. . . . : . . . . . , . . . : . . . . . . . , . : , . . . . . . , . : . . , , , , • , . : . . . . . . .� . \ . : STA .OfOTJ . . . ' . . . . : 22 \ a NOTE: PLUG AND FILL PIPE TOP 3 24 REMOVE EXISTING' :• .� . . . .. .° .. WITH WATER PRIOR TO IE E. _ 23.98 ; EXISTING ; : . GRA-DE ; ; " I CONCRETE ��. PIPE PLACEMENT OF CONCRETE : GAP'sloE �EYYE ; SE�NEE7LINE ; ; :. ,,� ; . 405 . . ; R `� 4. ,° BACKFILL TO PREVENT O FLOATATION. 20 . . . . . . . . . : . . . . . . . . . : . , . . cr.af7s. . , . : . SIDE• SEWER. . . . : . . . . . . . . . . . . . '� . . . : .�: . . STA. 2+08, 4' RT. . . : . . . . . , . . . : . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . . . . , . , . . . ; +� ti p 1�r�t`i ' '� �I'•ow _ 17.$ L� i\ � � 6" BEDDING . . . . . . . ; IE "' - 1 4:± �\ SIDE SEWS : : `.� 1_T 1+42 \`� 72" PVC SEWER PIPE 3 • UNDISTURBED NATIVE SOIL • . 1' 50 LF OF 6 , CONCRETE BACKFILL . PVC SIDE SEV�EF� •� . • C6 0,088 .��.ti�. : . . . . . . . . . . , . . . . . . . . . : . , . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : 6 TRENCH� DERAIL 16 F. . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . :�. . . . . . . . . . . . . . . . . . . _ STA: 3+38 NEW 12" CPE STORM : ,q `� SEWED CROSSING. MH •401 � ` IE '= :10:84t . � 4- C6 •IhISI E. DROP. MH. AND• . . . . . : . . . . . . . . . : . . . . . . . • . . , . . . . . . . ,,,� , .,. . . . . . . . . . . . . , . . COIyACTOR•TO •VEIFY . : . . . . . . . . . : . . . . . . . . . . . . SIDEWALK APPRQ�VED .LIQ . . . . . . , '�`��. LOCAfiON AND DEI�TH OF 1 4 . , STA• 0+87 ; SANITARY SEWER DEFORE , TOP = 28,5 Wsi 25 LF•12" PVC 49'LF OF S" : INSTALLING STORM•SEWER This Ian sheet is approved for construction in accordance with the City of IE 8" IN '= '20.3: (CALCULATED) ' III CQNCRIY'Tt PVC-SIDE SEWER P PP IE 1:2"" OUT' -* 15.0. . . . - 0.0136 MIN S - 0.030 . . . . . Sl E SEtYER. . . PIPE Anacortes ordinances and policies. Actual conformcnce of the design with applicable „ ��' laws is the responsibility of the Professional Engineer, whose name and stamp Al. LF OF a ' Rf ?f appear on this sheet. Acquiring, complyingwith, and providing mitigation for all 1 2 . . . . . . . . . . : . . . . . . . . . ; . . . . . . . . . ; . . . . . . . . . ; , . . . . . . , . . , . , . . . . , . ; , . . . . . . . . : . , . . . . . , 1 'IIH '4 2 . • . . ; VC SEWER. . , . 1 2 Pp g• P g s Federal, State Count and local laws, pe rmits rmits and mandates including . GO' 404 ' Y � A c dmg but not • 2 . . . . ' ' ' ' ' ' . STA. 2+12 ' S 0.015' MIN,: � ' ' • . ' ' limited to the the Endangered Species Act, Federal Wetland Permit, State . STA. 1+63. 4' RT.. ' . . . . . . . TOP � 17.8 . • • • !-a] MH. 4 3. • . Department of Fisheries Hydraulics Permit, Federal Flood Plain a n Permits, National ' STA. +]� Pollutant Discharge Elimination System Permits is the responsibility of the Developer, TOP = .7 " _ S IE 12 13,E TOP - 18.8 SIIaE1+ ALK APpROVD Landowner, and their Engineer. The issuance of this permit shall not construed as IE 6" .=:14.8� : a� P P PP laws and permit requirements, 10 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . : , . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . IE 8 . •13.2 . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . , , . . < . . . . . . . . . . . . . . . . . roof of compliance e " I'NSTALL'8" SIDE SEWER TO NORTH c with applicable .IE .8 n, .13.2 . 1E -- '12;3± '(CALCULATED) 1 0 0+00 +Oo 2+00 3+00 +00 = SIGNED BY STEVE LANCE 10/19/09 City Engineer Date * 2�, l0 EX MH Know WhBsS below. This approval will expire in one year from the date noted above. STA 3+80 Call before you dig, B. TOP = 17.9E I' — .�o Q� W ��r ��r P���9--019 DCM IE W. = 7.67 col� RlclT Zoos � Q FIELD? BOOK PG.. SCALES: CHANDLER S SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLC SEWERHORIZONTAL : 1" = 20' DATE'. 1 /15/10 ITC CIVIL ENGINEERING • LAND SURVEYING • PLANNINGSANITARY � • _ �L�l � VERTICAL 1 = 2 , MAP OF THE CITY OF ANACORTES DRAWING: 4097SD-2.dwg 2118 RIVERSIDE DRIVE - SUITE 208 o zBszs 2 1/12/10 REVISE SANITARY SEWER DESIGN MLS AND PROFILE IST NOTE: IF THIS SHEET IS LESS SECTION 2 T. 35 N,, R. 1 E., �]II.M,, JOB NO.: 4097 MOUNT VERNON, WA 98273 �a �ti 1 11/9/09 REVISE SANITARY SEWER DESIGN MLS THAN 24 x 36 THEN SHEET 360-424-9566 N0. DATE REVISION BY REV. HAS BEEN REDUCED ANACORTES, WASHINGTON SHEET. C6 OF 8 i GENERAL NOTES ASPHALT PAVING AND CONCRETE NOTES STORM DRAIN GENERAL NOTES WATER CONSTRUCTION NOTES 1. WORK HOURS: ASPHALT CONSTRUCTION: SEE SECTION 5-05 AND SECTION 9 OF THE 2002 PLANS AND SPECIFICATION FOR ROAD, A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW BRIDGE AND MUNICIPAL CONSTRUCTION. PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTTONS AND RECEIPT OF THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7.00 A,M, TO 10:00. PA4, ��� Z ©�& POP- qm A I�.3 I�t� s* �_r CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND THE CITY OF ANACORTES SEVEN DAYS A WEEK (COP ENGINEERING AND DEVELOPMENT STANDARDS. SATISFACTORY BACTERIOLOGICAL TEST RESULTS. ORD. #2316). SOMEONE IN CHARGE TO ON SITE AT ALL TIMES WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON A, ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A NICE EVEN CUT 15 MADE. WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY OF ANACORTES B. ALL POLY-VINYL CHLORIDE PIPE PVC AND FITTINGS SHALL CONFORM B. ANY PERSONS PERFORMING HOT TAPS SHALL BE APPROVED IN ADVANCE BY THE CITY OF ANACORTES. WEEKENDS, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON SITE. (PVC) L 0 M TO AND MEET THE REQUIREMENTS OF CONTRACTOR WILL BE B SUPERIOR TAPPING INC. AT 1.888,859.9221 OR SPEARS TAPS, INC. AT 425.485.4764 ARE ACCEPTABLE BILLED FOR CITY OF ANACORTES OVERTIME. ENGINEER IN ADVANCE, ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATION 35.SAW CUTTING TAKES PLACE. COMPANIES. 2, CALL 4$-HOURS BEFORE THE FOLLOWING: PROVISIONS MUST BE MADE FOR CONTRACTION AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT DISPLACEMENT. N 13. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL 13Y THE CITY OF ANACORTES ENGINEER OR INSPECTOR, C. OF THE FOLLOWING STANDARDS: PIPELINE MATERIALS AND INSTALLATION ARE TO CONFORM TO THE LATEST REVISIO FOR INSPECTION CONTACT 364.299.1951. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED REINFORCED CONCRETE CULVERT PIPE CONFORMING C. ALL VERTICAL DROP-OFFS WITHIN THE TRAVELED WAY WILL BE SACKFILLED EACH NIGHT. s DUCTILE IRON PIPE DESIGN (AWWA C150/A21.50) A. PRIOR TO WORK START-UP TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. . DUCTILE IRON PIPE MANUFACTURING PROCESS (AWWA C151/A21.51) B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT OF WAY. D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. D. ALL CORRUGATED POLYETHYLENE PIPES CEMENT MORTAR LINING (AWWA C104/A21.4) C. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES. (CPEP) SHALL BE SMOOTH INTERIOR AND MANUFACTURED FROM D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUB GRADE. E. ALL ASPHALT EDGING WILL BE TACKED PRIOR TO ASPHALTING, HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE III, • POLYETHYLENE ENCASEMENT (AWWA C105/A21.5) E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL DUCTILE IRON PIPE JO#NTS (AWWA C111fA21.11) • DUCTILE IRON RESILIENT WEDGY GATE VALVES (AWWA C515) F. PRIOR TO ASPHALT PAVING. F, ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION. NO BUMPS OR HIGH/LOW SPOTS {SECTION BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER, DRY BARREL FIRE HYDRANTS (AWWA C502} 3. MATERIALS AND WORKMANSHIP: AND TRANSVERSE 5ND TRANSNSVERSE S SURFACE SMOOTHNESS MAXIMUM VARIATION IN 10-FEET PARALLEL TO THE CENTERLINE 1S 1/8" E. ALL 12 INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM SEWER AND DUCTILE IRON FITTINGS (AWWA C153/A21,53 AND C110/A21.10) CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION 9-05.19 CORRUGATED + DISINFECTIONS (AWWA C651) A. ALL MATERIALS USED, MUST MEET WSDOTHAT DOES (DELETE: .DOES AND ADD DO) NOT MEET THE ABOVE POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL--TIGHT. ALL 3---INCH THRU 10-INCH DIAMETER • DUCTILE IRON PIPE INSTALLATION (AWWA C600) B. ALL ADD: WORK AND) MATERIALS THAT APWA AND CITY OF ANACORTES SPECIFICATIONS. G. SUB GRADE WILL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. CORRUGATED POLYETHYLENE PIPE (CPE) SHALT. COMPLY WITH ALL THE REQUIREMENTS OF AASHTO M252 AND OWNER SHALL FURNISH TO THE CITY OF ANACORTES ENGINEERING REPRESENTATIVE COPIES OF a SPECIFICATIONS MUST BE REMOVED AS DIRECTED BY .THE PROJECT INSPECTOR. H. A MINIMUM OF 3-INCH CLASS "ASf'1-TACT PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY (SECTION BE MANUFACTURED WITH A SMOOTH INTEGRAL LINING THAT COMPLIES WITH ALL .MATERIAL AND STIFFNESS THE CERTIFICATIONS THAT ALL MATERIALS MEET THE AWWA SPECIFICATIONS,REQUIREMENTS OF AASHTO M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. C. BE TESTED COMPACTION TESTS: WILL BE DONE BEFORE ANY C.DS 2 1S PUT IN PLACE, ALL TRENCHES WILL 5-04.3(10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. D. DUCTILE IRON PIPE TO BE THICKNESS CLASS 50 OR PRESSURE CLASS 350. BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS 24-HOUR NOTICE. USE THE TESTING. PROTOCOL PROVIDED BY THE CITY. ITEMS TO BE COMPACTION TESTED WILL INCLUDE THE PIPE BEDDING I. ALL FINAL JOINTS AND SAW CUTS TO BE SEALED (SECTION 5-05.3(8)B) USING A HOT POURED JOINT SEALANT G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. E. ALL DUCTILE IRON PIPE SHALL HE POLY WRAPPED IN ACCORDANCE WITH THE MANUFACTURERS GUIDELINES. (SECTION 7-08.3(1)C), BACKFILL (SECTION 7--08.3(3) AND SUB GRADE FOR SURFACING (SECTION (SECTION 9-04.2(i). A PREFERRED SEALANT IS AR-4000. POLY WRAP SHALL BE 8 MIL MINIMUM THICKNESS AND TAPED AT THE SEAMS. LOOSE BAGGING WILL BE FOLDED D. INSPECTION: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, BACKFILL, SUB GRADE, J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS IN THE TRENCH CURING, A STEEL PLATE IS 2-06.3T O AND ASPHALT (SECTION 5-04 (10)B). H. THE END OF ALL ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED STORM DRAIN ON A PVC PIPE. AND SECURED TO THE PIPE. CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND SIDEWALK. IF A PORTION GETS REQUIRED FOR COVER WHILE 1T IS CURING. PROVIDE ASPHALT AROUND STEEL PLATE TO PREVENT THE PLATE I. THE MARKER SHALL EXTEND A MINIMUM OF 36 INCHES ABOVE THE GROUND. THE PORTION ABOVE THE GROUND F. FIRE HYDRANTS ARE TO BE MUELLER MOD EL SUPER CENTURION 200, AVK OR Mi H. BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL DIG UP THAT PORTION FOR INSPECTION. 24--HOUR.. FROM RATTLING. THE CONTRACTOR WILL BE CALLED OUT AT ANYTIME TO CORRECT ANY RATTLING THAT SHALL BE LABELED STORM SEWER"WITH BLACK LETTERS. IT SHALL ALSO IDENTIFY THE INVERT OF THE STUB. NOTICE REQUIRED, KNOW THE SCHEDULE AND LEI' THE CITY KNOW.. PROVIDES COMPLAINTS, J. CLEAN--OUTS SHALL HAVE CAST IRON CASES. G. FIRE HYDRANTS SHALL BE SET VERTICAL PLUMB WITH THE PUMPER PORT FACING THE STREET. E. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL. MATERIAL USED IN THE RIGHT-OF-WAY. K. ON COMMERCIAL AVENUE WHERE LOCAL BUSINESSES ARE AFFECTED, NO ASPHALTING WILL HAPPEN IN THE LANE K. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A H. FIRE HYDRANTS SHALL BE SET AS SUCH THAT THE BREAK RE K AWAY JOINT IS NO MORE THAN 6-INCHES ABOVE SEE THE CITY OF ANACORTES TESTING SCHEDULE. OF TRAVEL. WORK WILL PROCEED BEFORE OR AFTER BUSINESS HOURS. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND PROJECT MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM 4F THE DITCH. AND NO LESS THAN 3-INCHES ABOVE THE FINISHED GRADE. MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER, SIDEWALK (INCLUDING L. ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM, THE PATCH WILL BE PROTECTED WITH A Y L. FOOTING DRAINS, ROOF DOWN SPOUTS AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE STORM DRAINAGE €. THERE SHALL BE 3-FOOT MINIMUM CLEARANCE AROUND THE FIRE HYDRANTS. TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH LIFT). INCH STEEL PLATE UNTIL SUFFICIENTLY COOLED. SYSTEM OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. G. CITY OF AN MAY REQUIRE ADDITIONAL TESTS ON SUB GRADE, TRENCHES, CONCRETE, OR ASPHALT. THEHE COSTS OF TESTING SHALL BE PAIR FOR AS INDICATED IN THE CONTRACT DOCUMENTS. J, FIRE HYDRANTS SHALL HAVE A RED HEAD BRAND OR EQUIVALENT WITH 5"STORZ RIGID FEMALE ADAPTER WITH COST M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A MINIMUM OF 1 FOOT OF CAP AND CONNECTING CABLE. COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE CONSTRUCTED OF PVC ASTM D3034 SDR 35, 4. TRAFFIC CONTROL AND PUBLIC SAFETY: AND ASTM F679. K. THE WATER SERVICES TO THE PROPERTY LINE FROM THE MAIN LINE SHALL BE 1---INCH MINIMUM COPPER AND SHALL BE INSTALLED 1N ACCORDANCE WITH SECTION 7-15 OF THE CURRENT VERSION OF THE STANDARD A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MIDST HAVE ATTENDED A FLAGGING SANITARY SEWER NOTES N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS SHALL CONFORM SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CITY OF ANACORTES COURSE OR AN OFF DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE SHUT DOWN IF ANY SEWER MAINS: TO THE FOLLOWING: CONSTRUCTION GUIDELINES.•UNCERTIFIEDEACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE GIVEN AND WORK WILL NOT PROCEED SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER L. INSTALLATION OF THRUST BLOCKS SHALL CONFORM TO THE CITY OF ANACORTES CONSTRUCTION GUIDELINE UNTIL A CERTIFIED PERSON IS FLAGGING. A. ALL PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF THE LATEST ASTM SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER LOTS SUITABLE FOR THEIR INTENDED USE. DETAILS, 'THRUST BLOCK NO. 1 (WA-7)"AND "THRUST BLOCK NO. 2 n WA-8 SOIL BEARING STRENGTH ( ) E TH OF B. SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES, BEFORE JOB IS TOE BEGIN, SPECIFICATIONS D3034. ALSO, EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER 2,500 PSF SHALL BE USED IN MOST AREAS ABOVE THE WATER TABLE, A QUALIFIED SOILS ENGINEER WILL PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF NEEDED. EXTRA SIGNAGE MAY BE + PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATIO 35. CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. EVALUATE SUBSURFACE CONDITIONS, WHICH INDICATE A LESSER SOIL STRENGTH IN THE NATIVE MATERIAL. NEEDED. BE READY TO RENT SIGNS IF NEEDED. + ALL SANITARY SEWER PIPES SHALL BEAR THE MARTS OF THE NATIONAL SANITATION FOUNDATION. a OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED 'STORM"ON THE END CONTRACTOR SHALL USE PLASTIC SHEETING TO PREVENT CONTACT BETWEEN THL CONCRETE AND � IT THE C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE ASSISTANT CITY ENGINEER • ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. THE FITTINGS. OF THE PIPE AND SHALL EXTEND 36 INCHES ABOVE THE GROUND.PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION OF SIGNAGE, • PIPE SHALL HAVE FLEXIBLE JOINTS. • DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH THE CITY OF ANACORTES ENGINEERING DEPARTMENT SHALL INSPECT THRUST BLOCKS PRIOR TO BACKFILLING FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED DIMENSIONS. NO DETOURS ALLOWED INDIVIDUAL LOTS. THE TRENCH. D. FOR STREET WITHOUT APPROVAL FROM THE ASSISTANT CITY ENGINEER. B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER OR BE AN + THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT M. THE WATER MAIN SHALL HAVE A MINIMUM OF 30-INCHES OR A MAXIMUM COVER OF 40-INCHES FROM THE CLOSURE: CALL 911. MANHOLE EQUIVALENT AND HAVE BELL AND/OR SPIGOT E SEWER IDENTICAL TO THAT OF THE PIPE. CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS, TELEPHONE, CABLE, ETC.) FINAL GRADE BEFORE PAVING. THIS COVER INCLUDES THE TOP OF THE CRUSHED SURFACING BASE COURSE. E. CONSTRUCTION SAFETY: IS THE RESPONSIBILITY OF THE CONTRACTOR. MANHOLE COUPLINGS CORRESPONDING TO THE SIZE OF THE SEWER PIPE SHALL BE USED. + ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER, N. THE WATERLINE SHALL BE FITTED WITH A WATERTIGHT PLUG AT ANY ANYTIME WORK IS DELAYED OR STOPPED 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: C. 6--INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SIDE SEWERS WILL BE CONSTRUCTED 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. AND OVERNIGHT. IF NEWLY INSTALLED WATERLINE IS CONTAMINATED WITH GROUND WATER, THE ENTIRE LENGTH AT A MINIMUM SLOPE OF 2% AT THE LOCATIONS SHOWN ON THE PLANS AND HAVE A 6 INCH TEST WYE AT OF PIPE AFFECTED SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLING ADDITIONAL. PIPE. A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL THE EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE. SIDE SEWERS WYE SHALL BE FACTORY P, ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED .WITHIN A ALLOWED. MADE WITH MATCHED ENDS FOR RUBBER GASKET FITTINGS, NO CUT IN TEES SHALL BE PERMITTED. A SIDE TRAVELED, PAVED ROADWAY OR CONCRETES SIDEWALK, SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES 0. MAINTAIN A MINIMUM 1--FOOT VERTICAL SEPARATION AND A 30-INCH HORIZONTAL SEPARATION BETWEEN THE B. EMBANKMENT AND SUB GRADE MUST BE COMPACTED TO 9CI OF MAXIMUM DENSITY. SEWER GRADE THAT IS LESS THAN 27 MAY THE APPROVED ONLY BY THE ENGINEER AND THE CITY 4F ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE LOCKING LIDS. ALL DRAINAGE STRUCTURES WATERLINE AND ALL OTHER UTILITIES EXCEPT SANITARY SEWER, WHICH IS TO BE 4 10-FOOT HORI C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. ANACORTES UPON WRITTEN REQUEST. ZONTAL D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED PROCTOR". LOCATED WITHIN A BIKE OR WALKING PATH SHALL HAVE LOCKING LIDS. SEPARATION. WATERLINE TRENCH IS NOT TO BE SHARED WITH OTHER UTILITIES. p. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A PRESSURE TREATED 2X4. IT SHALL BE Q. ALL CATCH BASINS GRATES SHALL INCLUDE THE STAMPING `�OUTFALL TO STREAM, DUMP NO POLLUTANTS". P. TRENCH EXCAVATION, BEDDING AND BACKFILL FOR WATER MAINS SHALL BE IN ACCORDANCE WITH SECTION 6. TRENCHES IN DEVELOPED RIGHT-OF--WAY: PLACED AT THE FLOW LINE OF THE STUB AND EXTEND 4 FEET. ABOVE FINISHED GRADE. THERE SHALL BE A 7-10 OF THE CURRENT VERSION OF THE STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL PERMANENT MARK LABELED "SEWER°W[llI A DEPTH TO THE FLOW LINE SHOWN ON THE 2X4. SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE CURRENT WSDOT R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE II, OR THE INLET TYPE AS DEFINED IN SAID APWA CONSTRUCTION AND THE CITY OF ANACORTES CONSTRUCTION GUIDELINES TRENCH DETAILS. � , SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER INFILTRATION INTO THE MANHOLE. STANDARDS SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. 0. MAXIMUM LENGTH OF OPEN TRENCH SHALL BE 100-FEET. S A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY, F, WHEN CONNECTING THE PIPE TO MANHOLES, USE A-E.OK FLEXIBLE CONNECTOR, KOR--N--SEAL BY NP, INC., OR S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT RINGS. R. ALL WSDOT REQUIREMENTS FOR TRAFFIC CONTROL SHALL BE MET AT ALL TIMES, B. TRENCH ZONE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN 12-INCH LIFTS, APPROVED EQUIVALENT. THE PIPE TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON ADJUSTMENT BLOCKS IN LIEU OF PRECAST COLLAR. S. THE CITY OF ANACORTES ENGINEERING DEPARTMENT MUST BE NOTIFIED AT LEAST 48-HOUR8 PRIOR TO C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY, NO RECYCLED MATERIAL WSDOT/APWA SPECIFICATIONS SECTION 7-05.3, THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS MAY BE REQUIRED TO FINISH COMMENCING CONSTRUCTION AND FOR INSPECTION REQUESTS. ALLOWED, GRADE. INSTALLATION WITHIN THE PAVED ROADWAY SHALL BE PER THE CITY OF ANACORTES TYPE I CATCH T. INSPECTIONS SHALL INCLUDE PIPE INSTALLATION, PIPE BEDDING BAGGING THRUST G. PICK HOLES SHALL BE GROUTED FROM THE INSIDE AND OUTSIDE AND TO BE INSPECTED PRIOR TO BACKFILL OF BASIN WITH 18-INCH BARRIER CURB DETAIL UNLESS SPECIFIED AS A THRU-CURB INLET. BLOCKING, PRESSURE 7. DRAINAGE SYSTEM CONSTRUCTION: THE MANHOLE BY THE CITY INSPECTOR. TESTING AND TRENCH BACKFILL. A. ANY PERMANENT FLOW CONTROL FACILITY USED A5 A TEMPORARY SETTLING BASIN SHALL BE MODIFIED H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES. . U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 24-INCH X 24--INCH GRATE. U. TESTING PROTOCOL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL BE SUBMITTED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. V. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE CITY OF REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL. USED IN THE RIGHT-OF--WAY. SEE IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED 1. TOPS OF MANHOLES WITHIN THE PUBLIC RIGHT-OF-WAYS SHALL. NOT BE ADJUSTED TO FINAL GRADE UNTIL ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND STORM SEWER MAINS. CALL THE CITY OF ANACORTES TESTING SCHEDULE. SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE (3) FEET ABOVE THE FINAL GRADE OF THE JUST PRIOR TO PAVING. 360.293.1921 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H} PERMANENT FACILITY. V. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL TO DISINFECT, FLUSH AND CONDUCT B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER LT POWs, MUST BE CONSTRUCTED PER PLANS AND J. ALL MANHOLES AND CLEAN-OUTS IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND THE W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METALLIC PIPES. THE A PRESSURE TEST OF THE COMPLETED WATERLINE AS SPECIFIED IN SECTIONS 7--11.3 11 AND 7--11,3(12)( ) OF SPECIFICATIONS. US DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. ADJUSTMENT RINGS PER THE CURRENT EDS STANDARD DETAIL 57-02, STRUCTURE ADJUSTMENT AND METALLIC TAPE SHALL BE A MINIMUM OF 2 INCHES IN WIDTH AND PLACED CONTINUOUSLY THE ENTIRE LENGTH TITS CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. C. QUARRY ROCK MUST BE SOUND "HARD"DURABLE RACK. NO RECYCLED MATERIAL, PERIMETER SEAL°D. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED, NO DEVIATION ALLOWED. ALL OF THE STORM DRAIN TRENCH, SWALES W. DECHLORINIZATION WILL BE REQUIRED OF ALL DISINFECTION WATER FLUSHED FROM WATERLINES WHICH CANNOT MUST BE OPERATIONAL BEFORE ACCEPTANCE. K. ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, GRAVEL, WATER AND OTHER DEBRIS DURING X. ALL TRENCHES FOR STORM DRAINS SHALL B£ IN ACCORDANCE WITH THE SECTION 7 OF THE CURRENT WSDOT BE CONVEYED TO EXISTING SANITARY SEWER SYSTEMS. THE WATER LINE, INCLUDING THE CORP. STOPS TO THE E. CATCH BASINS MUST SET TO LINE GRADE USING SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL CONSTRUCTION. WATER SERVICES, SHALL BE PRESSURIZED TO 225 PSI WITH NO GREATER THAN A 5 PSI PRESSURE DROP OVER F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPEE MORE THAN TWO (2} ADJUSTMENT BRICKS. CONSTRUCTION.II CATCH BASINS, A 2--HOUR PERIOD. THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR, ENGINEER OR DESIGNATED L. THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH REPRESENTATIVE SHALL WITNESS THIS TEST. THE CONTACTOR SHALL NOTIFY AND COORDINATE WITH THE. CITY 8. RESTORATION OF RIGHT-OF-WAY PLUGS TO PREVENT FOREIGN MATERIAL FROM ENTERING.EXISTING SANITARY SEWER SYSTEM. SCREENS OR THE NECESSARY EROSION CONTROL MEASURES AND SHALT. PROVIDE ADEQUATE STORAGE CAPACITY, IF THE OF ANACORTES WATER DEPARTMENT PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO ANY WATER SHUT PLUGS SHALT_ REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION ALONG WITH THE COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT OFF OR TURN ON THAT WILL AFFECT THE WATER SYSTEM. WATER DEPARTMENT PERSONNEL WELL OPERATE - B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS DISTURBED BY DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. THE BOTTOM AND SIDES ARE A LEAST THREE (3) FEET ABOVE -THE FINAL GRADE OF THE PERMANENT FACILITY. DISTRIBUTION VALVES. a EXCAVATION. (SECTION 9-14.2), ALLOW 24-HOURS NOTICE, Z. OVERFLOW, SPILLWAYS, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND SPECIFICATIONS. NO X. SCHEDULED WATERLINE SHUT DOWNS: 72-HOURS NOTICE REQUIRED. CONTACT 360.293.1921 FOR SCHEDULING. C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF CAST=IN-PLACE PORTLAND CEMENT DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. ACCEPTANCE. (SECTION 7-07.3). Y. EMERGENCY WATERLINE SHUT DOWNS: CONTACT 360.293.1921, THE WATER DEPARTMENT WILL BE NOTIFIED. CONCRETE. CHANNEL SHALL HAVE A SEMI-CIRCULAR CROSS-SECTION AND SMOOTH,.UNIFORM SLOPE FROM ALSO, CONTACT THE PUBLIC WORKS INSPECTOR AT 360,299.1951 AND 360.661.7838. 9. FINAL INSPECTION AND ACCEPTANCE: SEE SECTION 1-05.11 AND SECTION INLET TO OUTLET, WHERE THREE OR MORE PIPES ARE CONNECTED TO ONE MANHOLE, THE FLOW CHANNEL AA. QUARRY ROCK MUST BE SOUND "HARD"DURABLE ROCK. NO RECYCLED MATERIAL- SHALL SHALL BE FORMED TO SMOOTHLY DIRECT FLOW FROM INLETS TO OUTLET. BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS ALLOWED. ALL Z. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WATER SAMPLE BOTTLE FROM THE SKAGIT COUNTY HEALTH A. WHEN CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE CONTRACTOR SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. DEPARTMENT PRIOR TO SCHEDULING BACTERIAL SAMPLING, THE LENGTH OF PIPE WILL DETERMINE THE NUMBER WILL: N. STEPS CONSISTING OF ONE (1) INCH DIAMETER HOT BENT AND GALVANIZED DEFORMED BARS SHALT. BE OF SAMPLES TAKEN. • COMPLETE THE 'FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". INSTALLED AT ONE (1) FOOT CENTERS. EACH MANHOLE SHALL HAVE A MINIMUM OF EIGHT (8) INCHES OF CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE 11 CATCH BASINS. + GIVE THE COMPLETED `FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM"TO THE PW ADJUSTMENT BRICK OR CONCRETE ADJUSTING RINGS BETWEEN THE TOP OF THE CONE AND THE BASE OF THE INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS ARE ON WEDNESDAYS BETWEEN 9 MANHOLE FRAM;. AM AND 12 PM. B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY OF ANACORTES 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL 13E DONE IN THE PRESENCE OF A DESIGNATED DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR WILL COMPLETE THE REPRESENTATIVE OF THE CITY OF ANACORTES, CALL 360.299,1955 TO SCHEDULE AN INSPECTION, ALLOW WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR FOR REINSPECTION. THE 24-HOURS NOTICE. INSPECTOR WILL VERIFY THAT ITEMS ON WALK THROUGH ARE COMPLETED. STANDARD PLANS FOR ROAD, BRIDGE AND C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE CONTRACT P. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. PRE-TESTING IS AND APPROVED PLANS, INCLUDING FINAL CLEANUP AND ALL WORK ORDERED BY THE PROJECT MANAGER, REQUIRED, RESCHEDULING A FAILED TEST MAY RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH MUNICIPAL CONSTRUCTION OTHER PROJECTS. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE. A , LATEST EDITION HAS BEEN COMPLETED. (SECTION 1-05.11) . D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL A RE-INSPECTION WILL APPLY.BUILT"DRAWINGS (BOTH DIGITAL AND B--5,20--00 CATCH BASIN TYPE 1 HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE PROJECT MANAGER. Q. UPON INSPECTION APPROVAL BY THE CITY OF ANACORTES PUBLIC WORKS INSPECTOR AND THE VIDEO B-`10'20-00 CATCH BASIN TYPE 2 . E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY OF B-15.20--00 MANHOLE TYPE 1 ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT, INSPECTION REQUEST FORM IS COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE B-30.10-00 RECTANGULAR FRAME (REVERSIBLE) CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEWER MAINS TO DETERMINE B--30.50--00 RECTANGULAR HERRINGBONE GRATE 10. MISCELLANEOUS-. CLEANLINESS, ALIGNMENT AND PROPER BEDDING AFTER. LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS B-30.90-01 MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES INSPECTOR AT 360.299.1955 TO SCHEDULE APPOINTMENT. 48-HOUR NOTICE REQUIRED. (SECTION 7-17.3(2)H). B-.85.40-00 8 INCH SEWER CLEAN-OUT A. AS--GUILTS: THE DEVELOPER WILL SUPPLY TO THE CITY, ONE HARD COPY AND ONE ELECTRONIC FILE A RE-INSPECTION FEE WILL APPLY PRIOR TO RE-INSPECTION VIDEO OF THE SANITARY SEWER LINE. A F--10.12-00 CEMENT CONCRETE CURBS (AUTQCAD VERSION 2002) OF AS-BUILT DRAWINGS TO INCLUDE ALL CITY UTILITIES. THE AS-BUILT PRE-INSPECTION CHECKLIST IS AVAILABLE PRIOR TO A VIDEO REQUEST. F-30,10-00 CEMENT CONCRETE SIDEWALK DRAWINGS WILL BE SUBMITTED TO THE PROJECT MANAGER AT SUBSTANTIAL COMPLETION FOR REVIEW AND F-40.12-00 SIDEWALK RAMP TYPE 2 WITH LAYOUT APPROVAL PRIOR TO THE ISSUANCE OF FINAL PROJECT APPROVAL AND ACCEPTANCE. F---40.16--00 SIDEWALK RAMP TYPE 4A WITH LAYOUT B. UTILITY LOCATES NUMBER: 1.800.424.5555, REQUIRED BEFORE= STARTING ANY GROUNDWORK. F-80.10-00 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3 & 4 1-40.L0-00 TEMPORARY SILT FENCE FOR INLET PROTECTION IN UNPAVED AREAS 11. CONSTRUC110M STAKING SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE 1-40.20--00 STORM DRAIN INLET PROTECTION OF WASHINGTON. THE CONTRACTOR SHALL PROTECT ALL STAKING AND SURVEY MARKERS DURING THE 1-80.10--00 MISCELLANEOUS EROSION CONTROL DETAILS CONSTRUCTION PERIOD. REPLACEMENT OF CONSTRUCTION STAKING SHALL BE PERFORMED AT NO ADDITIONAL M-17.10-02 PARKING SPACE LAYOUTS COST TO THE OWNER OR ENGINEER. THE CONTRACTOR SHALL NOTIFY THE SURVEYOR A MINIMUM OF 48 HOURS M-24.60--02 SYMBOL MARKINGS; MISCELLANEOUS IN ADVANCE OF ALL REQUESTS FOR CONSTRUCTION STAKING. This plan sheet is approved for construction in accordance with the City of Anacortes ordinances and policies. Actual conformance of the design with applfcabfe laws is the responsibility of the Professional Engineer, whosen•�p DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE CONSTRUCTION, game and stamp 12. A CURRENT, APPROVED COPY OF THESE CONSTRUCTION DRAWINGS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF CERTIFIED AS-BUILT appear on this sheet. Acquiring, complying with, and providing mitigation for11 p ll Federal, State, County and local laws, permits and mandates, Inc#uding but not 13. CONSTRUCTION REVIEW SHALL BE PERFORMED BY THE ENGINEER, HIS APPOINTED REPRESENTATIVE, OR THE CITY limited to the the Endangered Species Act, Federal Wetland Permit, State Pollutant Discharge Elimination System Permits is the responsibility f aiity of the Developer, Permits, National Plain Department of Fisheries Hydraulics Permit, Federal Flood a OF' ANACORTES, THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION REVIEW TO BOTH THE ENGINEER AND THE ANACORTES PUBLIC WORKS DEPARTMENT, Landowner, and their Engineer. The issuance of this permit shall not Construed as 14. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BY THE ENGINEER FOR VARIATIONS FROM THE proof of compliance with applicable laws and permit requirements. ENGINEER'S DESIGN. SUBSTITUTES SHALL BE REVIEWED AS TO GENERAL CONFORMANCE BY THE ENGINEER BEFORE INSTALLATION CAN PROCEED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS IN ((�� - �`• 1 . ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. Fz:ltKnow what's 13el0W, City:z .. .I q__ En lneer 9 Date Call before you dig` This approval vAll expire in one year from the date noted above. B S of WAs 1 D CM COPYRIGHT 20(�9 SCALES: � FIELD BOOK/PG.: , SEhtRAU ENGINEERING & SURVEYING, PLLC PROJECT HORIZONTAL : N A CHANDLER S SQUARE INDEPENDENT LIVING CIVIL ENGINE�RJNG • LAND SURVEYING + PLANNING � � DATE. J / 0 w 09 Ire, VERTICAL N/A BLOCK 56, MAP OF THE CITY OF .ANACORTES DRAW NG: 4047DTS.DWG 211gIvRsiDE DRIVE - suITI; gas 2866 NOTES MOUNT VERNON, WA 98273 �o ��-IST-R NOTE: IF THIS SHEET IS LESS SECTION 24, T. 3 N., R. E., W.M., JOB NO.: 4097 360--424-9566 � sj� �1 %ll�� THAN 24 x 36 THEN SHEET ANACORTES WASHINGTON . 9' NO. DATE REVISION BY REV. HAS BEEN REDUCED SHEET. C7 OF 8 :C1 0 N m y�$�r',vf,Tt; :,� .+� �,� y .r;, 'ti•„ Ln rr7i a D f { I Ln D NO MORE THAN 10' FROM OPERATING NUT TO THE DRIVE SIDE OF CURB 40' W a , r 2 1 0 �, � �t a n r� 0 a + -I cn q• to CONCRETE SEAL � _ � cn 3 5 " C5 �' u1 [ -4 j (SEE } i' r �- p OPERATING NUT SHALL BE 1 1/4" PENTAGON. 28 m o ��: O rrrt m p I r'1 n I; m r --� N > 2.5 PORT WITH N.S.T. " PUMPER w o z m '`x `� I ® - MEASURING 4.072 INCHES D.. (STORT WITH 6 RIZCH a m INCH l.D. MI=ASURED. z p z 'q ry z ADAPTER AS LISTED BELOW IN GENERAL � € 21 f' o a NOTE: f o NOTES #3) SEE TRENCH DETAILS FOR r s » w 12f' BACKFILL REQUIREMENTS 36 FROM 36" FROM ANY FROM ANY OBSTRUCTION CONCRETE tL z CL w � i COLLAR c DROP COVER WITH A JOINTS AFTER r 2 INCH MIN. SEAL o ¢ ¢ 6 � 5 n -- - „ " � BREAKAWAY PAVING QPERATIONS -� O � a: � 6 INCH MAX. FINISHED GRADE WATER ON COVER. HAVE BEEN COMPLETED I c c�bi No 0 5, a N4.: ITEM: MATERIAL: SIZE: EXISTING PAVING z ? 0.5' nee d d a ° ° ° d a a ° ° d.. - n�dp°°dapa ° d°° °np°°e,n () ¢ ¢ 4 CEMENT CONCRETE METER CON{'.. 2 INCH 'a°a°°°°°°°° °a°a°a°d°°°a°a°W° 0 a d a d O d a d e a 0 ', e n n O O e a G, �+ v Ida°°°da0°° p4dd°4q°°ap4 �4a0a°O G ° 4°d r�'�CAST IRON VALVE SIDEWALK, WSDOT STD E]' BOX z6d�dod6°o oQdodQdaa °pap aa° r} 2% n d°d°adao°O QQp"11 'a�0 1qo op° CASING COVER. •' '.n4 :r, r•,. 2•Q9a' PLAN F-30.10-00 6 PLUG BRASS 2 INCH a°°°eQ paa°a°a °d dD° p C°C F�, A-0 °'° 4d�o.;��- SEE TRENCH DETAILS FOR °°ad ° CAST IRON VALVE B" GRAVEL ;� 3 110 BRASS 2 INCH ,� ; ` ,;,..•.�., "j:', BACKFILL REQUIREMENTS CASING. dad COUPLING/ FEMALE a°° i. �,_'::.;.:• _ R BASE a .c a n d FLARE X IP s TAR PAPER OR PLASTIC BARRIER a+OG° RESILIENT WEDGE "�•'•i;',. . o ° 1 2 CU.YD. GRAVEL ' '0" „ Y a MAIN 4 ADAPTOR +� / OVER DRAIN ROCK. s°e°°, a PLANE 21/ TO CENTER OF :. - ';., , aI ( .� DRAIN ,.a - 'a EXISTING DRIVING LANE s UNDERDRAIN. GATE VALVE .� CEMENT CONCRETE TRAFFIC s ���[+ Q• PIPE COPPER °� INCH ROCK d°oad°°°dvd-� d°°°°°° pd°d°dpaaa d •4„ CURB AND GUTTER TYJD�T °a0° 'No, a " t�.5,� � 7 B TYPE K DRAIN HOLE. •• • �'O°e°d°d°o°a°oaa°d°d°d o"a � 'd°ad o •v. CONCH.•: 7 CRUSHED SURFACING TOP COURSE STD PLAN F-10.12-00 v • D Q V• i VALVE n EPDXY COATED :�� � MEGA LUG 4R GRIP RING ° TH RUST: 5 3'' HMA CLASS.1/1» ASPFIALT LEVELING COURSE BOX �o C7 SHOE (INSIDE GEOTEXTILE FABRIC MAY BE REQUIRED BY CITY rnn m d• • -rI AND OUTSIDE), .d= ° a R 4 a . � -i `.A•b•••• DRAIN .............. i a'.BLOCK: "» SADDLE BRASS � 9 . 6 N . THRUST cs7 - RING COURSE a=• N /A 1i ; ::.::.: ::. .:. 3 HMA CLASS ASPHALT WEARING C ENGINEER OR STATE REPRESENTATIVE 1F UNSTABLE .;:;; ....... GROUND CONDITIQNS ARE ENCOUNTERED. r" WATER SERVICE NOTES: WITH m r✓ :v:c"' 4'' ROCK SAND BEDDII I� BLOCKING. ... ... ... ... ... ... ... �,.,::......:.....:......:..:r���....................... n C7 2 INCH > (SEE NOTE 1) I = A. METER BOXES SHALL BE FOGTITE ($10T), SKAGIT VAULT J2 (FOR 2" METERS), NIPPLE I :9� OD- UNDISTURBED EARTH ---I- ' OR APPROVED. z: UNDISTURBED EARTH-O ' 7 RESILIENT 2 INCH D `� n 0 8. METER WILL BE PROVIDED AND INSTALLED BY THE CITY AFTER FEES ARE PAID. WEDGE v 1 2TH STREET PAVING SECTION (2A Q C. ANGLED METER BALL STOP AND CORPORATION STOP SHALL BE FLARED, MUELLER 110 GATE !� (NOT TO SCALE) $ m OR FORD QUICK JOINT COMPRESSION FITTING. VALVE o FIRE HYDRANT NOTES. a 1. A THRUST BLOCK SHALL BE PLACED AT THE BACK OF THE HYDRANT SHOE FROM THE DITCH BOTTOM TO A POINT 3/4 OF THE WAY UP D. THE SADDLE NEEDS TO BE RESEALED IN 8 MIL POLY BAGGING. SERVICE PIPE TO BE 8 iPX#1 O BRASS 2 INCH THE BACK OF THE SHOE AND "V" SHAPED TO SOLID GROUND AND SHALL BE A MINIMUM OF 2'-0" WIDE AT THIS POINT AND SHALL NOT WRAPPED IN TAPE 3'-4' FROM THE GATE VALVE FOR CATHODIC PROTECTION, COUPLING/ MALE OBSTRUCT BOLTS OR DRAIN HOLES ON THE SHOE. ALL BOLTS BELOW GRADE SHALL BE CHECKED FOR TIGHTNESS BEFORE BACKFIH INC. Fr} E. SADDLE SHALL BE ROMAC NO.202S OR EQUAL. ADAPTOR 0 THE USE OF MEGA-LUGS OR GRIP RINGS IS ALSO ACCEPTABLE. r� 2. THE FOLLOWING HYDRANTS HAVE BEEN ACCEPTED AS A STANDARD BY THE CITY OF ANACORTES: MUELLER (SUPER CENTURION 200), m F. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE IF REQUIRED, � '� AVK AND M+H. 9 NIPPLE BRASS 2X3 0 � G. FOR METER INSTALLATIONS GREATER THAN 2 INCHES, CONTACT THE ENGINEERING 3, RED HEAD BRAND OR EQUIVALENT WITH 5" STORZ RIGID FEMALE ADAPTER WITH CAP AND CABLE. 0 WATER WORKS DEPARTMENT. I® m B B THRUST BLOCK - TABLE MINIMUM BEARING AREA AGAINST 10 OVABLE WATER TIGHT COSPDNG UNDISTURBED SOIL SQUARE FEET R OR FLANGE rr ' '=• 'r'''�','r�"F3"�+'rir�, i•fr' ri''.rlrq.�'fr +r•A } ri PIPE PRESSURE A B C I7 E X r• SIZE: PSI. tooPsl) wH.� g" DIAMETER ELBOYt °aaoaaa nnaavaann p 2� 7/(3] 1/NONE 1/iDNE NONE NONE 12" OUT 14111i A WELDED PLAT r' aanalO9 naaann 300 3/{2} 2/(2) 2/{1) 1/(1) NONE NONE N vaaaaan tlnaan9tl 36" I " aaaaaan aaaaaa9 6 2 2 NONE AIID ORILLF4 3- rlA. ORIFiOE rl o N 0. aUpocluan annona naaaaaa aaaapnn „ 200 4/(3) 3/{2) 3/{1) 1/{1) 1/NONE n. ` 6 {� ..�.-'ewy Ew- 9npaana aaa9a 1, 300 5/(4) 4/{3) 3/( ) /{ ) /NONE ELBO -RES RICTOR r pan.9tltl 0a00aa9 an9999tl paaaoaa 200 7/(5) S/{3} 4/(3) 2/(2) 1/(1) �E. (NO scAL�y .r � 8" 300 11/{e) 8/(5) 6/(4) 3/(2) 2/(1) 3/(2) TEE OFFSET FRAME SO THAT 1 O" 20011/(8} a/(s) 6/(4) 3/(2) 2j(1) 4/(3) 0° BEND i, RESTRiCTORJF€.4ATABLE �'•� �: .. ' fs 275 B/{1t 11/(7) 9/(6) 5/(3) 3/(2) SEPARATION DEVICE IS k' ` .' i •'. :.': :.'': :'' r"" � w 200 6AI1 91/(8) 9/(6) 5/(3) 3/(2) VISIBLE AT EDGE OF w 4:' OPENING AND DIRECTLY + 12 250 4-/(16 17/(11 13/(9) 7/(5) 4/(3) 5/(4} r OVER LADDER 3 1�» 7/(B} .• s 200 2/{13 t8/(11 12AS) B/(4) 3/(2) NOTE: 250 33A22 23/(16 18/(12 9/(6) 5/0) 1 ': TOP = 17.6 MANHOLE TOP SLAB SEE ST--01 UTILITY TRENCH TYPICAL 16" 200 /(1s 1/(14 1s/(11 a/(93} a/{3) 1OA7) PER WSDOT B-24 FOR BACKFILL REQUIREMENTS 2-25 3/(16 3/(1817/(12 9AG) 5/0) '` IB DOUBLE_ SERVICE PLAN VIEW a..•:r,,. _ 1$» 204 6/(24 B/(17 O/(13 10/{7} 5/{4) 13/(9) • ` a -+ DOUBLE 2fl" 200 5/(29 2/(2t 4/(1B 13/(8) 7/(4) 18/(11) CAP - /�� NO.. ITEM; MATERIAL: 5/8 OR 3/4 1 INCH 450 BEND Z MAIN -i 1 METER BOX CONC. N0.1 N4.3 ND.1 24" 200 4/(43 BJ(3D /(23 18/(12 9I(6) 3I(i6 0 BOLT OR `J ANGLED BALL FOR COPPER 1 INCH 1 INCH 5/8 INCH 0 °a TOP = 13.50 WELDED STD. 2 METER STOP SERVICE 3/4OR NCH 2 - 3/4" DIA. RODS FOR 10„ SIZE "& SMALLER 13,2 OVERFLOW MANHOLE STEPS CROSS-SECTION W/LOCK VTINGS 2 - 1" DIA. RODS LARGER THAN 10 SIZE , 12" O.C. PIPE COPPER 1 INCH 1 INCH 1 INCH YPE K CLEANOUT GATE/SHEAR GATE �� -- --100 YEAR WATER 12.09 3 DIA. ORIFICE I._.I 8 DIA., APWA STD. PLAN 8-3 SURFACE 13.2 CORP.COIF STOP FOR COPPER 1 INCH 1 INCH 1 INCH SERVICE •j :- 'd, i I LIFT HANDLE, APWA STD. 5 SADDLE BRASS BODY IE 12" OUT = #0.$9 PLAN B-3, OR CHAIN 36" CMP IE 36" = 10.50 . 140 A.LF, IN. CMP (ROB C 101 STRAP ] I6 GA. MIN. CMP TO CPE a 6 TEE BRASS 1X3/4X3/4 STRAP TO 22 1 /2° BEND 1 1 1 /4° BEND COUPLING BASIN WALL o- IE 6fi" CMP = 8.00 ADArraft sffass 1 INCH z :. IE 66" CMP &.00 7 �j15428 •'d' 8.$9 I" DIA PIPE BRASS 3/4" x 6" ;',•.:p�: ,, u ORIFICE Ix THRUST BLOCK NOTES: 9 90' ELBOW BRASS 3/4 INCH tl Q PIPE BRASS 3/4 INCH GATE VALVE 2 MIN. 1. SQUARE FEET OF CONCRETE THRUSTS - BLOCK AREA x CLOSE SAFE BEARING LOADS IN LB./Sq.FT, THE BASED ON SAFE BEARING LOAD OF 2000/3000 66" 1 CONDUIT FVC 2 INCH SAFE BEARING LOADS GIVEN IN THE POUNDS PER SQUARE FOOT. STD, GALVANIZED FOLLOWING TABLE ARE FOR HORIZONTAL 2. AREAS MUST BE ADJUSTED FOR OTHER SIZE PIPE, CATCH BASIN LADDER Q WATER SERVICE NOTES: FIRE SPRINKLER SYSTEMS MAY REQUIRE LARGER THRUSTS WHEN THE DEPTH OF COVER PRESSURES AND SOIL CONDITIONS, STEPS e CB CONTROL STRUCTURE DETAIL TYPE 2-5409 A A. METER BOXES SHALL BE A BERG VAULT #1 METER AND SERVICE PIPING TO MEET FIRE FLOW ov>=R �E PIPE EXCEEDS 2 FEET. 3, CONCRETE BLOCKING SHALL FOOT CAST IN PLACE AND HAVE WITH A TOUCH READ LID. REQUIREMENTS. COORDINATE WITH BUILDING SAFE' BEARING LOAD MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. STORM DRAIN UNDERGROUND STORAGE DETAIL $ SOIL LB, PER SQ. FT. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL (NOT TO SCALE) B. METER WILL BE PROVIDED BY THE CITY. DEPARTMENT IF SPRINKLERS ARE PROPOSED, 0BE CLEAR OF JOINTS TO PERMIT TAKING UP DR DIS- ■BUCK, PEAT, ETC. C. ANGLED METER BALL STOP AND CORPORATION STOP SHALL BE FLARED, MUELLER 110 OR SAND 2,000 SOFT CLAY 1,00(3 MANTLING JOINT, FORD QUICK JOINT COMPRESSION FITTING, SAID AND GRAVEL 3,000 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO D. THE SADDLE SHALL BE RESEALED IN S MIL SAND AND GRAVEL WITHSTAND FULL TEST PRESSURE AS WELL AS TO CON- D. WITH CLAY 4,000 TINUOUSLY WITHSTAND OPERATING PRESSURE UNDER POLY BAGGING. THE CORP AND COPPER SERVICE HARD SHALE 10,000 ALL CONDITIONS OF SERVICE. SHALL BE WRAPPED IN TAPE 3'-4' FOR CATHODIC PROTECTION. ;fN MUCK OR PEAT, ALL THRUSTS SHALL G. ADDITIONAL BLOCKING MUST BE PROVIDED IF GATE VALVE IS CEMENT CONCRETE BARRIER CURB E. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE AT BUILDING ENTRANCE IF STATIC OR BE RESTRAINED BY PILES OR TIE RODS AT END OF LINE DURING TESTING. WSDOT STD. PLAN FW-10.12-00 FIRE PUMP PRESURE EXCEEDS 80 PSI. TO SOLID FOUNDATIONS OR BY REMOVAL F. FOR DOUBLE SERVICE, A U--BRANCH MUELLER MODEL NO: H-15364 OR OR EQUAL MAY BE USED. OF MUCK OF PEAT AND REPLACEMENT G. FOR METER INSTALLS GREATEN THAN 2 INCHES, CONTACT THE BUILDING DEPARTMENT WITH BALLAST OF SUFFICIENT STABILITY T4 RESIST THRUST. SCALE: NOT TO SCALE This plan sheet is approved for construction In accordance with the City of DETAIL: WA-0� SCALE: NOT TO SCALE c��� a� DETAIL: WA-O7 e, co�'o' +..pa° °bap°°°°°Do°pOra° °p4o ° - DRAWN BY: S.L. C�19 of °°°9aa°°°a° °n °°aa°aaa°ap°p°°�°°a°pap8np°aa DRAWN BY S.L Anacortes ordinances and policies. Actual conformance of the design with applicable , ° ° a laws Is the responsibility of the Professionol Enginear, whose name and stamp FILE: WA-04 SERV--SMALLDWG WATER SERVICE FILE: WA-417 THRUSTBLOCKI.DWG THRUST BLOCKING appear on this sheet. Acquiring, complying with, and providing mitigation for all 2" CRUSHED 79 HORIZONTAL BENDS Federal, State, County and local laws, permits and mondates, including but not GRAVEL (TYPICAL) EFFECTIVE DATE: REVIEW BY DATE: REVIEWER` UNDER limited to the the Endangered Species Act, Federal Wetland Permit, State EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: 'y kU Fisheries H Endangered cs Permit, Federal Flood Plain Permits, National 1 " 07--20-06 07--20-2009 BRUCHNER ��a � o ��� APPENDIX A - STANDARD DRAWING 2009 AND VALVES 01-20-2005 07-20-2009 BRUCHNER �c � �� Department of y WOVEN GROTEXTILE REINFORCING 2/� CLASS B ASPHALTIC CONCRETE PaIiLlEant Discharge Elimination System Permits is the respnnslbiiity of the Developer, FABRIC (MIRAFI X SERIES) I1= APPENDIX - STANDARD PAWING 2009 Landowner, and their Engineer. the issuance of this permit shall not construed as 3" CRUSHED SURFACING TOP COURSE proof of Eomplicnce with applicable laws and permit requirements. i ® DIRECTED BY GEOTECHNICAL [WSDOT 9-03.9(3)] OR 2" ATB I ENGINEER CONSTRUCTION WORKING SURFACE SIGNED BY STEVE LANCE 11/13/O9 , 12" AGGREGATE 101 GRAVEL BASE 9-03.10 City Enginee>• Date Know [[,,,,�� [WSDOT 9-03.10] This approval will expire In one year from the date noted above. KoW WI1;5 below. PARKING LOT PAVING SECTION rc Call before you dig. (NOT TO SCALE) s � PW#09- 019--DCM o � SCALES: FIELD BOOK/PG.: COPYRIGHT 2009 CHANDLERS SQUARE INDEPENDENT LIVING SEMRAU ENGINEERING & SURVEYING, PLLC P R O J E C 1 HORIZONTAL : N/A DATE: 1/15/10 IFS CIVIL ENGIN Ef ING LAND SURVEYING • PLANNING VERTICAL N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4047DTS.DWG 2115 RIVERSIDE DRIVE - SUITE 208 �p 2sszs 1 11 1fi O9 WSDOT REVISIONS TO 12TH STREET SECTION MLS JBS DETAILS NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 fi IST 1 O 1 Z 4J ISSUED FOR CITY APPROVAL JBS S�IflA� THAN 24 x 36 THEN SHEET ANACORTES, WASHINGTON SHEET: CS OF S 360-424-9566 NO. DATE REVISION BY REV. HAS BEEN REDUCED f fE If F1 I 'f III 3 O-O l S c H011CA �f In \ ... �- 4 ��6, Ors OW•... ._ ( - -- a � — 01 d 1 t5 ��t vii ` kw� i cam_ � � j r r� - / <!� kgA �s sting " t (no world f ! f i f ex rtg fawn (no ork) +' _ ` crate side w Ik (no ark) P I ext to £l 32.0 4 x 0 'wy , � y __ ---_--- _ 3 a �. v l 5 ? a � �J ` D. � � � � R �fl o � � � 3 7 x dining addition ex ng d Ing ` ~ter o Q p p tl �,&O e ! „ .. \ -- { f d� Y V � � Y AxAcIen-y f., i' F i ,1' ` I I • I — �. existg i cc�'tcxete pad ..2-6 � �? X(no wont) . _— -- -- y _ - k � _ On i Diningoom Landscape flan ; AP 1-00 N14c , - No -SU64AAnins LLI'40J W6�cv,� pc-. - F e o� o- ' Law&c c�. e, Do, s ' F I ' : .. ......_.. .. LANDSCAPE DESIGN _�... . Sete. :...._................ € 360 8 f 810 5ENNETT 5TREET ............. _. 5E®RO-WQQf_L EY, WA 98284 6ltO D �o � � WA CerW W PrOfCO51onol Honlcult,uri5t Kathryn Poole Cf H #2145 I y Through ,3-3?-2012 Ira i I i I 1 i