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HomeMy WebLinkAboutPLN-2009-Architectural Site Plan - Description of the Work SR-20 - - - - - - - - - - - - - - - - - - - - - The proposed Work includes the addition of a 30,365 sf Independent t0 1-5 Chandler's Square Living wing and a 396 sf Dining Room expansion to Chandler's 1300 '0' Ave Square, an existing 58,473 sf Assisted Living facility located at 1300 (1, � I "0" Avenuein Anacortes Washington and associated work as shown ¢ U New 396 sf I and specified. • L o1 0) ON (b Dining Addition as :3 > > > see sheet A17 a E Q Q Q Zoning Ordinance Information f0 > O Z f 12th st t2'—o• t5'-0' a • • Present Zone: 17.28 Residential High Density District (R4) Conditional Use: 17.28.040.F Assisted Care Living Minimum Lot Size: 17.28.050 No minimum is required new Building Setbacks: Front: 20 0 13th st 13th st canon its Front: 20 ft arterial sidewlk Interior Side: 5 ft ........... ..... . Rear. Not Applicable 17.28.070 twenty-eight units per gross acre Existing Maximum Density. 17.28.080 fifty percent 12th st to State Ferry NKitchen Kitch en o Work Maximum Land Coverage: 17.28.090 thirty five feet; Max. Building Height: If nonresidential space, fifty feet 17.46.010 Senior citizen Dwelling Job Slte Off Street Parking: 0.8 spaces per unit 1200 '0' Ave U Cityof Anacortes Plan Review Notes: Building Code Information r r r 4-11 1. Provide Class I standpipe at Stair 1001 200/300/400.Provide a Post I ,..t AA n Indicator Valve PIV).Provide 2AIOB Fire Extin uishers at a minimum Occupancy. Grou R-2 Vicinity M a F'' ( apart Existing P Y• P provide underground power-- rate of 1/3000 sf.Locate a maximum of 75 feet a art Coordinated 9 V Construction: VA (1 hour rated) E to electric room 117 location with Architect.Indicate on Sprinkler System Shop Drawings. Dining Sprinkler System: NFPA 13R NTS upgrade existing or install new 2. Provide Lock Boxes at each entry point.Provide a means of NO Work Basic Allowable Area per Flaar. 12 ODD sf electric transformer as required communication and details for areas of refuge at Stairs.Communication ' coordinate w/ utility P shall be by phone or other approved means. Indicate on Fire Alarm Basic Allowable Area total: 36.000 sf System Shop Drawings. Frontage Increase per 506.2: not necessary 3. Coordinate exact location of Fire Department Connection(FDC) Allowable Height: 50 ft + 20 ft (sprinkled) = 70 ft Project Team indicated on sheet C5 with Anacortes Fire Department. I 00 4. Parking Analysis: 00 Allowable Stories: 3 stories + 1 story (sprinkled) = 4 Apartments: 25 a` �o For Further Detail: see Architect's Review Letter 03/18/09 Owner. Anacortes Senior Housing LLC Spaces/Apartment: 0.8 1300 0 Avenue, Anacortes, WA 98221 Spaces required: 20 3 -• Structural phone: 360-293-1300 Spaces provided: 26(standard)+3(ADA)=29 spaces f • V7 Soil Bearing Pressure: see Geotechnical Report attn: Lanney Wixon 5. Unit per Acre Calculation: r W Gross Acres: 3.86 acres(as defined 17.06.045) I 0 Roof Live/ Snow Load: 25 psf ��• ,� o o Units per Acre: 28 p `O Floor Live Loads Director. Chandlers Square Retirement Community Units Permitted: 108 units I C'� � � M Private Rooms & Cooridors: 40 psf 1300 "0" Avenue, Anacortes WA 98221 Total Units: 66 exg.— I demo.+2.5 new=90 units Public Rooms & Corridors: 100 psf phone: 360-293-1300 6. Contractor to provide the following Deferred Submittals for Review and t� Stair & Exits: 100 psf attn: Pete Kovach Approval prior to installation of Associated Work: I dS Exterior Decks & Balconies: see 1604.8.3 Geotechnical Inspection Reports& Building Pad Certification Chandlers Square oo rn CL Letter Seismic Zone: D1 Architect: Mork Christ, Architect Landscape Plan Existing 58,473 sf Wind Speed: 85 mph 810 Bennett Street, Sedro-Woolley, WA 98284 Assisted LivingI ( Roof Truss Shop Drawings and Calculations " " " " Exposure: B phone: 360-855-1546 Fire Alarm System Shop Drawings and Specifications 1300 O Avenue attn: Mark Christ Emergency Call System Shop Drawings and Specifications WSEC Residential Compliance Sprinkler System Shop Drawings and Specifications Window Area: Unlimited (2002 prescriptive option III) Civil Engineer. Semrau Engineering & Surveying Elevator Shop Drawings and Specifications Glazing: U=0.40 2118 Riverside Dr, Mount Vernon WA 98273 7. Rated construction shall be installed per the following Gypsum Association, c� Doors' U=0.20 phone: 360-424-9566 Underwriter's Laboratory,or ICC Evaluation Services approved standards: V r, Vaulted Ceilings R=30C attn John $emraU 1 hour wall: GA file No.WP 3605 and UL Design No. U305 2 hour wall: UL Design No.U301 Flat Ceilings: R-38 1 hour floor/ceiling: GA file No.FC 5406(2x10 floor joists) Walls: R=21 Structural Engineer: Construction Calc ESR-1 153,4.17.2 Assembly B:(engineered joists) Floors: R-30 18579 W. Lakeview Ln, Mount Vernon WA 98274 I 1 hour roof/ceiling: GA file No. RC 2601 (at rafters) phone: 360-422-5663 GA file No.RC 2602(at trusses) Y18Q Bathroom Fan: 50 cfm min. attn: Tim Garrison Whole House Fan and Make-up Air provided by Mechanical Contractor Mechanical Engineer: Garrison Engineering Mechanical contractor to provide 1997 Park Lane, Burlington WA 98233 Remodel Existing 396 sf WSEC Residential Compliance Forth phone: 360-707-5656 Apartment to provide attn: Carl Garrison Corridor Access to Independent Wing Electrical Design: Gary L Chrysler Company —� see sheet A4 The specific purpose of these documents Is to construct a new phone Cardinal Lane, Mount Vernon WA 98274 64' 66' 79'-6' 24'-0' 3Z-6' 32'-tt" phone:Gary Chrysler (fleld verify) (field verify) Independent Living Facility to be located on "0" Avenue in Anacortes, attn: Gary Chrysler I Washington for Anocortes Senior Housing LLC. All designs, plans, ideas, or arrangements indicated or represented by these documents were created, developed or evolved for use on and in connection with this project and are the property of the architect. Reprinting, Drawing Index reocatparking Ce remove exg curb '� FeXroitectioErcruyinder Sai Sewer coordinate disclosure or use of these documents or their contents for other ���.• connection o than the intended purpose by any individual or individuals is Al Architectural Site Plan, Vicint Ma m v and access w City of Anacortes y p Code Information new concrete pad I / y o �•�•I expressly forbidden without the written permission of the architect. A2 Foundation Plan, Foundation Details w/ enclosure for Engineering Department o C • Copyright Mark E. Christ, Architect, 2009 A3 First Floor Plan, Second Floor Framing Plan (2) dumpeters 2 hour Fire Wall Work Points remove ex between Buildings East/ West A4 Second Floor Plan, Room Finish Schedule, Shearwall Schedule rem ve a cu for reloc curb I o:.:. Third & Fourth Floor Plans t wid art """' A5 Third & Fourth Floor Framing Plans, parking ece 1.0 GENERAL .......•. P 9 • A6 Roof Framing Plan, Truss Profiles nd t A7 Roof Plan 1.1 APPLICABLE CODE new mace. — — — — • A8 Building Sections 77 The design and construction of this structure shall conform with the A9 Stair Sections, Clocktower Section aoeaft b remove ex retaining wal � � ew 843 sf � provisions of the International Building Code 2006 ad.. For details of A10 North & South Exterior Elevations FIRE ACCESS LANE retntortxnlentnat�ra� 1 eee Ctvl1 Drawtn = "'" ""' construction not shown, the provisions of sec. 2308 of the I.B.C. A71 East & West Exterior Elevations, T Ical Wall Sections b New 20' wide x t30' Ion — — — — ge — new Connection e New 9 t n Curb o 0 7�ssem�il YP v •• A rb t P shall form the minimum acceptable standards of construction. Fora Al2 Door Schedule Door T es Window T es a Gl+•t {1, -ot wide at drive):; •..•..•.•.•................................. . . ::::::::::::. .'.........'............::.'' ' *.. ;:�:;;:: :'. YP YP .... ............................................... .. .. r ,c Ro m .:..Cvl. o determination of conflictin codes or information contained herein, ••••••••••• - .. - - - , l 9 A13 Enlarged Type B Apartment Plans, - consult the architect or buildingofficial. 'S9'S2Tw 299.6 Finish Schedule, Appliance Schedule J _ _ _ S 89 9 ^� i`•i A14 Enlarged Type A Apartments Plans, ^ — — -"' — — — — m — —• 1.3 FIELD VERIFICATION Finish Schedule, Interior Elevations s'xs concrete �r�,f/r}/f ^ Contractor shall verify all dimensions, locations and field conditions A15 Interior Elevations 1 walk at door 18 . { �•ii prior to construction. Report any deviations to the architect for A16 Wall Types, Shearwall Diagrams, Shearwall Schedules ADA side } aide ya resolution. A17 Dining Room Addition 19 A18 Wall Types 2 Extent of l 1.5 RESPONSIBILITY CRS ReviewID �./ Contractor is responsible for confirming and correlatin( dimensions P 9 i $1 First Floor Shear Wall Plan, New 16 Jotter::. 4PP.4t 20 New and quantities at the job site; fabrication and erection processes Shear Wall Schedule, General Structural Notes 3 Asphalt try;•; eR�''• aphalt and techniques. safe construction methods-, coordination of work S2 Second Floor Shear Wall Plan, $ ; Parking 15 New 29,522 sf 25 Apartment 'Parkt^9 ; with other trades and contractors; and satisfactory performance of Shear Wall Schedule, General Structural Notes e s "` Independent Living Wing 21 c ct �c 4 : 20 0' 24'-0' 19 8' 13'-1 5/8' 8'-0 3/8 20 C 23'-8 0 work in conformance with contract documents. S3 Third and Fourth Floor Shear Wall Plan, j m o ; ,� t4 (field verify) c "1200 "0" Avenues (field veto e � The Architect shall not be held accountable for damages due to Shear Wall Schedule, General Structural Notes • �') C changed of dimensions, member sizes, connection details, or Q ey '-o �, 5 g. ;. W (CRS review not req d) 22 .. :: c 0 > substitution of materials initiated and/or authorized by others M1 Specifications and Schedules $ o, a m f? Q without written concurrence of the Architect. M2 Mechanical Schedules d m w to o 13` 23 m a M3 Riser Diagram o 6 e 20` tY c w M4 First Floor Water, Waste, and Vent Diagrams el$ I o 12` s'x8 concrete slab °i Z Geoptechnical Services: M5 First Floor HVAC X for natural gas meter 24.:; front yard >< During Construction the Owner shall employe Geotechnical sevices. M6 Second Floor Water, Waste, and Vent Diagrams • 7 `20' o' frog ao and HVAC condanasrors setbadl g e The Contractor shall coordinate all work with the Geotechnical M7 Second Floor HVAC Z Yo Srevices. Materials Testing & Consulting Inc. (MTC) shall be engaged M8 Third Floor Water, Waste, and Vent Diagrams 8 : aetbadt 11` 25 '. Z Date: to test and evaluate the soils in the footing excavations excavations M9 Third Floor HVAC — — —� — — — — — — — — — — — — — — — — �C before placing concrete to determine that the soils meet the 10 front yard-I work Point 26 01/15/10 required bearing capacities and that unexpected conditions are not E1 Electrical Site Plan, Symbols, Notes Chandlers Sq re setback o b North/ South present. Monitoring and testing shall be preformed to verify that E2 First Floor Power and Lighting Plans Sign & Lando ping I N stipple indicates suitable materials are used for structural fills and that the are 9 : a N new concrete N Y E3 First Floor Low Voltage Plan under sop cover new water motors sidewalk, slabs & patios laced and compacted. Contractor shall be familiar with h properly p p t t e E4 Second Floor Power and Lighting Plans NIC „ ace civil utility plan - "' Geotechnical Investigation contained within the Project Manual and if E5 Second Floor Low Voltage Plan - deviations from the noted subsurface conditions are encountered E6 Third Floor Power and Lighting Plans s 8959'58' E z99.8t' .......... duringconstruction the should brought u d be ou ht to the and """ """' •• Y 9E7 Third Floor Low Voltage Plan .............. ... ... ............ . .......... ........................... . ................................................................................................. .....::::. •::::: . ................ ................ Geotechnical Consultants attention. E8 Schedules ......................................................... ........... .... Sheet E9 Schedules new tree lawn now curb h gutter E10 Connection and Dining Addition Plans Sprinkler. Fire Alarm. and Emergency Call S ty$ ems: A 1 The Fire Alarm System and Emergency Call System shall be designed, Cover Sheet and Vicinity Map 7Y-t 3/8 t70'-e t/z' Sz'-t y/s C2 Temporary Erosion and Sedimentation Control Plan permitted, and installed by Commercial Alarm & Detection as e Y (field verity) (held verify) C3 Survey approved by the Owner. Commercial Alarm & Detection shall be 04 Site and Grading Plan 12th Street Notes: employed by the General Contractor. The NFPA 13R Sprinkler System r , 1) See Civil Engineering Drawings and Electrical Site Plan shall be designed. permitted, and installed b a qualified contractor C5 Utility Plan A r c h i t e c t u r a l Site Plan ) Landscaping P ( ) grading g P Y q C6 Sanitary Sewer Plan and Profile �\�� 2 Landsca in under separate cover NIC see Civil for radio and employed by the General contractor. C7 Project Notes A 3) Hatch indicates extent of review by Construction Review Service (CRS) CB Project Details ` 1e=201-00 A) Prnvirta nrae-ngt whaplatnnQ of nil nnrkinn •nnraR 5/8" A307, grade A, Anchor Bolt 32' o.c & within 12" of all ends w/ nut & 3"x3" washer 7" min. embedment 2x6 over 2x6 P.T. sill plate CB44 ` secure w/16d ® 3"oc 2 1}` chamfer R-21 butt insul to stockpile topsoil and backfill underside of floor slope away from building 2% min continuous LSL blocking #3 bar stirrup dbl top plate (intermediate joist bearing) 1 hr rated floor/glg assembly ; _ top & bottom *00 2x4's 016"oc R-19 butt insul between PT 2x4 studs O 24"oc (4) #4 bars 6 PT 2x4 secure w/ vertical powder driven nails 5/8" Typr X GWB over 4 mil V.B. (2) #4 bars 4" PVC storm drain (2) #4 bars ., . continuous "; �I each way 1S- 5/8" A307, grade A. Anchor Bolt ® 5/8" A307, grade A, Anchor Bolt M ! " ao 26" o.c & within 12" of all ends w/ ® 36" o.c & within 12" of all ends j #5 bars horizontal ® 16 oc 41 nut & 3"x3" washer w/ nut & 3"x3" washer o o) Spread Footing Strip Footing 7" min. embedment 7" min. embedment o I Deco 20 seal Waterproofing Membrane J P ) i w/ P DRain 200 Prefabricated Drainage a t Trellis I 2x6 over 2x6 P.T. sill late (or approved see sheet S1 Com osite. Install er manufacturer and 1 •— 0- • secure w 16d O 3"oc af: 1/2 -1 Q / ,.., provide manufacturer & installers warranty F I U 4" cocnrete slab—on—grade 2x6 P.T. sill plate " 1/2•=1'-0� metal flushing4" cocnrete -:�; #5 bars vertical O 12 oc w/ 6x6 1.4x1.4 WWF over slab—on—grade bend inward at footing R-10 polystyrene insulation g jl adhere to stemwall w/ 6x6 1.4x1.4 WWF backfill f I U stockpile topsoil and backfill slab sealer slab sealer ` ; L slope away from building 2% min filter fabric & drain rock remove wall reinforced install 6x6 4 PVC storm drain- 00 • iv iv " columns _ i �I- thickened slab ., 4 Dia. Perforated Foundation Drain footingGO see H/A2 slope 2% to discharge see Civil #4 bars horizontal O 24 oc r 6 mil vapor barrier existing concrete N 6 mil vapor barrier slab—on—grade 00 #4 bars vertical O 24"oc overlap joints 3 ft overlap pints 3 ft g min and tape P j° alternate bend at footing • :: " 18" min and tape so ao 8 min compacted 5/8 minus gravel base min " " crosshatch indicates stemwall B A2 rn 3 0000 8" 01 8 min compacted 12 [8- 12 / I �.L� 5/8 minus gravel base secure to existing stem wall w/ filter fabric & drain rock 4` 4" " 32" existing 8" long #5 bar dowels O 8'oc 5 ° (2) #4 bars #5 bars O 18 oC concrete epoxy grout w/ 4` embedment 4" Dia. Perforated Foundation Drain continuous wall F slope 2% to discharge see Civil (3) #5 bars continuous — — — _ — _ — _ _ — 16 hatch '• ' ' ' indicates see sheet A3 SteMwall Thickened Slab Retaining Wall Notes: a/A2 ❑ I I o 4" aoanrgra ) I I ❑ far work point ® to slab-on-grade O c (see note below hatch indicates =� ,- , D •- 1) See Civil for elevations and coordinate w/ grading _ _ _ _ _ _ stemwall B/A2 0 1/2 —1 -0 1/2 —1 -0 2) See Mechanical and coordinate all Plumbing spread spread footing i "'llFlll Rl 3) See Structural Notes sheets S1, S2, and 53 footing — — — — — F/A2 n 4) See Project Manual for Geotechnical Report F/A2 I stipple indicates new 6x6 column I retaining wall D/A2 32"x32"x10` cl I spread footing c r 10" long bar drift in , io N — 9 #6 P 46Y4 23'-11" dSY4 w/ (4) #4 bare epoxy grout w/ 5" embedme A8 each way do t field verify simpson PB66 v (or) face nail adjacent wall f AB ❑ I I c I I ❑ �' ,c 30 felt under column r 1 2 3 5 10 £ 11 2;4 12 113 " 14 0 15 —0 26 —0 67—0 12'—OYs I 13 —0 9 —11Y1 I60Y 10—0 (�) 12X (fv 0 existing reinforced Y Y Y Y `1' J L thickened slab footing — — — — — — — — • door -1 Existing Footing_ � _ _ _ � L - - — H 1/2•=1-- • - - - - i III - - — - - - - - - - - - — _ — _ III R.O. - - - � a� o Ir a . l 21Y4" III I I I o I I PB66 I 2�; (� I II I II II II II II 9'-9Y" 15'-3% 12'-BY4 12'-8Y4 15'-6 15'-1' 9'-4l¢" 12'-1" 15'-6r 12'-BY4 12'-8Y"= 15-3)4" simpson CB66 n metal cap/ flashing I a± I 4 cocnrete slab—on ade, 5 1/2 min. I I 'o P/ g N I I ( I I I I rn w1 8x6—W1.4xW1.4 WWF ovb �2" dam son astin base I I I I I I I I =I �/1 over epoxy grout 04 o I l P 9 rn _ rovid 6 mil. va or barrier ov I6 min. com ¢ted ravel base I N % 5/4 x 3.5 hardie trim smoo I I I I I I I N p I �e Structural Notes for iacement of r+trol joints f o N 5 4 x 11.25 hardie trim smc �: concrete I I concrete =•,,,1 Q� n recess slab I recess slab i I plinth M III II II II II II II - II/ I plinth G/A2 I I G/A2 I 1 1 4` for 1 1 4" for n P866 - I I III I I shower stall III III III III shower stall III III I I I PB66 I a TT 2x1 w/ simpson I P866 II l PB66 I i 1 L- - J L_ _ � L— _ L_ — _ � .� L- - - L- - - - - - TTN18114PF screws — — — r A 2�'4 I I I I I ( strip ftg 2�4 Thinbrick veneer & grout I I [XC/Ap2ft trig I II III II II over thinset mortar I I ^ — —Robinson Brick —� _ _ — �_ — —_— N —I strip ft9� — � elevator pit • M to — — — —I — — — — C/A2 see C/A I— — �— _ _C/A� e M Old Brick Originals i I I I — f— — — _ — — i� —1 as selected by Owner c I I III a, N I I l N t I PB66 I I o •++-."!*-1_ install per Mfr' I ( strip ftg --I I I I --strip ftg --I I ( I I � I � � I I II � I 1 -strip ftg ---I I � I f-- strip ftg C/A2 I C/A2 I I I sump C/A2 I I C A2 II III II III III I II III °° III II III / II IfI #3 bar stirrups 016 oc _ II L ; I concrete Iw +_' ` I (4) #5 bars vertical — — I ( I I ( °' 11. 1 25'-5 " I I 11'-tY4` 15'-5" sidewalk r J alternate bend at footing e I III I ( III N iI III I ( I I �_C' I I I I I PB66 ` 4- strip ftg strip ftg o II II II I I I I I I III III --III l III I I I , 0 ZJN I I I I I 1 1 C/A2 C/A2 M I I stipple -I ` I Date: III N N 7 +- . I I I I I I I _ _ — DdA2tea I I - - - _l i t >FC retaining wall I II PB66 i a { — — — I I — — — / Ol/15/10 F I hatch III III .:_:_:.. ..:_._:_...._._:_....-...- 00 l— — — — — —I I indicates o ._' E stemwall o I 20 (3) #5 bars each way fO _ — _— — Sheet: 6" 21" 6" 10 11'-6Yz"33" 15'-0` 26'-0` 15'-0" 37'-0" 15'-0* 26'-0" 15'-0" 10'-0" L�/'� 01 Plinth B Foundation Plan D E F �G 1/2•=1,,-0• � � �A i/s•=r-o• h ff (1 n n n 2x6 b/ wall n (� n n (g� 2x4 brg/wall 1p 11 12 see B/A4 for 13 14 Y Y Y Y see A A16 Y Y Y Y Y see B A16 floor framing 00 at Connection 2x4 brg wall 2x4 brg wall 2x6 brg wall 2x4 brg wall 2x6 brg wall -�A see 8/A76 15R) see B/A16 see A/A16 see B/A16 see A/A16 2x4 brg wall Beam Schedule see B/A16 a No. My Nominal She ikessed Size Grade so io A 6xB 51 2 x 7 1 4 DFL O O B 3 1 2 x 9 1 2 ewe ZO E PSL n, o, C 5 1 4 x 9 1 2 game ZO E PSL o D 4x8 3 1 2 x 7 1 4 DFL E 3 1 4 x 11 7 8 same ZO E PSL k F 514x1178 same ZOEPSL JI G 5 1 4 x 9 1 2 same ZO E PSL 0 o H 6 3 4 x 13,5 game 1.8 E DF GLB 4x4 �- 5 x5 Notes: co __ Am 0 0 0 0 0 6x6 1) provide (2) layers 5/8" type X GWB wrap all beams 70 — 6 io co io 2) no wrap required at door and window heads O O O O x _ O _p 3) provide posts or gang studs as indicated with a �M .. continuous blocking providing full bearing between floor - •,In m 4) provide simpson CS16 strap each end where any - beams are installed without a continuous top plate U k © k01 S 0 6x6 0 �., a= a= � x x g g •.-i ® o 0 o a o phatchcoindtici 3/4' PWD floor (� structural s'- t'- 4x6 4x6 bracket 2 layers 5/8' 11r TJI 110 type X GWB " 11(<' TJI 110 all sides � � Joists O 16 oc Joists O 16'oc fire tape only N ZL6x6 °O U continuous wall 3 A 2x6 LSLextent studs t 16"oc tes 1 hr fire rated 8� �T�• rn t Woo see Floor Plans for extent of rated wall 4x4 for dr r exhaustW c see E/A16 for detail Ye 11 (2) layers 5/8' type X GWB x see C/A3 3 3/4" APA rated T&G subfir-finflr, glue and nail w/ 8d common nails ° q continuous 1x4 O 6 oc diaphragm boundaries, 6 oc panel edges & 12 oc field 'C lay-out as indicated per IBC case 1 & 3 � each aide 00 W a (unblocked diaphragm) except as directed by Joist mfr (typical at all wood floors) _n t6• 5/8" GWB Second Floor Framing Plan • PSL Col Coi E0' ted Cavit B 1/8e=1�_oe stipple indicates ZJ 8' cant to wall @3/4'=1'-0' see D/ similar (non-in lated) All Exterior Walls (fire separation distance > 5')- 1 hour rated from inside only per IBC 704 A8 A8 II 5rx5r prescriptive detail Table 720.1(2) Item 16-1.3 PSL col N v 1 2 3 4 5 6 7 8 9 10 % 11 II 12 13 14 N 11'-6 15'-0' 13'-0' 13'-0` 15'-0" 15'-0" 10'-0' 12'-0' 15'-0" 13'-0' 13'-0' 15'-0 ; 10'-0" 8'-9' 66)¢' 43)r 5'-9` 8 " 5'-9' 43)r 8'-9` 817,,J6 8'-9" 6'-7 5'-9" 4' 9" 5'-9" 3'-7 6'-6)r 8'-5)¢" stipple indicates ; 76)r 1 60Xz" 8)¢' ' 8' concrete wall ; unheated 3'-2' see D/A2 storage field 15 O 0 0 ® 0 5 5 % 59 118 verify A 5 'x5}" 00 0jC/A13s1s ton # PSL col . 5} x5rr PSL col4x4 PT 2x4 stud wall 0 0 one 125 w/ R-13 insul co Oom Type A two bedroom Type A corridor Oresident storagepartment interior apartment 10'-0' O 116 991 sf/A14 see B/A14 5; x5j incidental useelectricalconcrete — 3 105 room o PSL col w/ automatic iCplinth _ — — — — 4x4 32 117 fire-extinguishing m ° g system NwA w 4x4 _ electrical I I OLa5 O 200sf/occ 6 entry 22�4 2 6 4x4 4x4 10 ,p (for exiting) stipple Indicates 1 38` 24 30 a O PSL { 8` concrete wall r) o ?•.i O ADA see D/A2 of 22 28 31 a toilet 5rx5r II 6x6 53X s �••1 46 T 11 119 PSL cal 12 6x6 �p Wall Type Legend ` • O MEN ecess 3 ' 57X" Corridor Walls 6x6 4x6 Walls Separotfng 6x6 4x6 4x6 6x6 4x6 Vertical 13 rescue A o a �D fir mat o 1 hour rated Dwelling Units corridor ,r o Exit Enclosure A ® exterior wall in i stair ® 1 II Fire Partitions II II 1 hour rated I) 367 of I) ao II elevator shaft r II II I II 1 hour rated ® stair ? see Typical Wall Section C/A11 in r- 1 1 hour rated K to ee� 100 O Fire Partitions 111 ro Fire Barrier 115 c 6x6 4x6 6x6 0 4x6 6 Fire Barrier 6x6 4x6 6x6 B see D At6 g ® 1 hour fire-rated Fire Partition x6 O see D/A16 ICC 708.4 exception 5 i from floor to underside of 1 hour 1 I 4x6 t8 16 15 14 v N elevator* 6x6 ` O O trash yasenKrupp mech of Iity laundry N fire—rated filar/ceiling or rj floor 113 AMEE 40 i. incidental use II roof/ceiling assembly above H� iv S1 5 forced air II elevator 120 is w/ automatic 124 See Detail A/A16 furnace xtin uia 9 54 O 47 21 114 Sys m resident rec-room II stair 5 j ® 1 hour fire-rated structural wall WA rA 112 8-0 7'-2" washer T3 assembly 653 of from floor to underside of 1 hour exterior wall Y , of exit mec han cal shaft 122 c accessory ocapms, cy fire-rated floor/ceiling assembly above enclosure hour rated a (< tors poor area) -O See Detail B/A16 O wA 1 F 1 hr from cries tch J O O Fire Barrier dryer a.-44 01s.1/o« ; Inside except indl ta•1 B 4 m (for exiting from roan) 6x6 A P one bedroom Type B one bedroom Type B 40 O mechanical o non-rated nonbearing as indicated 0 Ve ical comer apartment O 44 Interior apartment 121 boiler room 17 II PT 2x4 stud wall % c interior partition wall l Exit Encl ure see C/A13 52 O see A/A13 situ 4x4 incidental use staff lockers w/ R-13 Insul I ICC TBL 601 iv 2 hour ted w/ automatic by Owner (NIC) a See Detail C/A16 Fire B n ter 102 104 44 4x6 fire-extinguishing PT 4x6 see E A16 _ _ __ _ _ future shower � e>_ 1 hour fire-rated (4 st ies) 4x6 37 system housekeeping (rough-in only) Fire Barrier & Shaft Enclosure 4x4 41 :._.:,.:.:.<....:..........:.:...........:..:s .....:,.:..:...,...,.:..:,.:,....:,..:,.:-:... ___� Date' o ® QA OA OA Op storageICC 706.5 & 707.5 Continuous from 1FC 1 two bedroom Type B O 123 fum . floor to underside of floor above comer apartment See Detail D/A16 01/15/10 see D/A13 O :. ..: . : . . .s;ar:,.;..:..;..; : . ... ..: . ..:: ,• o H o stipple indicates . 2 hour fire-rated 1 106 4x4 8' concrete wall I Fire Barrier & Shaft Enclosure tO see D/A2 tO ICC 7 5 Continuous from floor to underside floor above ® OA OA OA Op OA OA See Detail E/A16 2 hour 8 t5• 8Xz' s Separating Buildings dg9re Wall Sheet: 8'-9" 66X" 43W 5'-9" 7' 3" 5'-9' 43i' 8'-9" 5'-0' 8'-9` 7'-8` 5'-9" 4'-9" 5'-9' 43l¢" 5'—Do 8'-9' ICC 705.5 to noncombustible aiding ICC 705.6.1 from floor to underside �^ 15'-0" 13'-0" 13'-0' 15'-0' 37'-0" 15'-0" 1'-3" 13'-0" 13'-0' 15'-0' 10'-0' of 1 hour fire-rated roof assembly ,{J See Detail F/A16 Entrance Security System ^ First Floor Plan WC by Coordinate with Shear Wall Types byy by Owner under aspirate contract 9 C ! \ D E F Coordinate Size. Type, and Location rdinate i l D t Strucura Drawings Contractor to coordinate work. wH of Fire Extinguishers with Local Fire Chief See 9s Room Finish Schedule ap , # said&,wna„i r.etr�kb,°ab"tr'' Existing number name floor walls ceiling pr°Nde pnatien box»a aroad Building F chr rail 16 material undrlaymnt base material finish crwn trim material wall install Existing Corridor aM20FL� bean 100 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels i . yam. p_vy. + hour GfiB wrap 111 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resil channels 1&horir are Ma padret g "� g fV 112 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels ■+p Into an wall A2 A2 113 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels doors A2 n concrete slab-on-grade 114 elevator concrete pit GWB tape by or concrete sterrlwall tbdures try mbkg iv fv 115 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels sap roar t ewer 116 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels W2 was bearer l exa oom* eyns bases PT ledger secure to cone 1 hoer wrp into exg I as dfr = w/ Simpson Titten HD 5/8"x6' 117 electrical room concrete vinyl cove GWB PT GWB/GWB/resil channels O 16'oc stagger rE� 118 unheated storage concrete PT GWB/GWB/resit channels b.aa v625 r■t err Ins existing wait 1 hour rats ro secure post to conc wall t tito w/ 5/8" x B" Men HD O 16"oc 11 119 ADA toilet sht vinyl APA PWD vinyl cove WR GWB PT GWB/GWB/resil channels r-++' 5 1/4 x 9 1/2 PSL beam Corridor tntrw wwdls„to c I removed LSL rim joist 120 elevator mach concrete vinyl cove GWB PT GWB/GWB/resit channels 10 at intermediate bearing ® at walls lss and provide continuous LSL 121 mechanical/boiler concrete vinyl cove GWB PT GWB/GWB/resil channels "+w■w� PT sill plate on blocking between Joists 122 facility laundry concrete vim cove GWB PT GWB GWB resit channels Gsldhg concrete stemwall 11 7/8` TJI 110 y y / / 1 her&road Storage •_ r . w . r 9 below 5)� 7-8-Y4 9 -4Y4 Existing Building 123 housekeeping + floor joists O 16 oc d-� eP 9 concrete vinyl cove GWB PT GWB/GWB/resit channels tndd.r® aas D D '�`— 6z6 � 124 resident rec-room carpet glue dwn tx4 wd GWB PT GWB/GWB/resil channels A2 A2 125 resident storage concrete vinyl cove GWB PT GWB/GWB/resil channels LSL rim joist 6x6 P\-6x6 w/ 1 hour 200 stair carpet glue dwn ix4 wd GWB PT GWB/GWB/resil channels U PT sill plate on Corridor wrap 211 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels r concrete stemwall below Remodel o T glue APA rated d c mmon n is 221 existing walls 212 furnace sht vinyl qpq pyyp GWB PT GWB/GWB/resit channels glue and nail w/ 8d common nails 1 hour rated ., ecure post to conc 213 trash sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resil channels O 6"oc diaphragm boundaries 4_J —s d Apartment 6 oc panel edges & 12 oc field wall w/ 5/8" x 8" existing ceilin 214 elevator GWB tapeIndependent9 9 00 lay-out as indicated Tverify) Storage N Titen HD O 16 oc 1 hour rated 00 215 stair carpet glue dwn lx4 wd GWB PT GWB/GWB/resit channels s per IBC case 1 & 3 Living Lobby r l rn 216 lobby carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels C onneeton (fiel gat, . . Second Floor existing wall 217 corridor carpet glue dwn 1x4 wd GWB PT yes GWB/GWB/resit channels 1/8 =1 -� w1 hour rated48 218 ADA toilet ant vinyl APA PWD vinyl cove wR GWB PT GWB/GWB/resit channels Framing Plan exg window P mb � 2iint �c work poi t �t ai o 219 connection carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels (fv) I exg wind w Jamb 1 ,� 3 220 storage remodel carpet glue dwn lx4 wd GWB PT GWB/GWB/resil channels at Connection 57 tg I I = o p 221 corridor remodel carpet glue dwn lx4 wd GWB PT GWB/GWB/resit channels 1/8�=1'—�� ,D�,, , n c ern a. tg 222 dining see A/17 carpet glue dwn lx4 wd GWB PT GWB/GWB/resil channels Note: IBC 705.5.2 Exception 3 6 o °' , = a For combustible roof overhangs within 4 fast of the fire wall with cancealed spaces, the fine so Separate Buildings 300 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels wall shall extend through the concealed paw to the outer edger of the overhang. a 2 hour rated Fire Wall 311 corridor carpet glue dwn tx4 wd GWB PT yes GWB/GWB/resil channels SOLID WALL INDICATES per IBC 705.5.1 Where the firs wall Intersects the exterior walls the B to the underside lof y B exterior walls on both sides of the fine wall shall have a 1 hour figs resistance rating extending a i hour roof assembly C 312 furnace sht vinyl APA PWD vinyl cove GWB PT GWB/GWB/resit channels minimum of 4 feet on each side of the Intersection of the flrewdl. Install wall per h Design N a U301 ■ 313 trash sht vim APA PWD vim cove GWB PT GWB GWB resit channels °f rod nue through extorter wall and °� / / Install rail 0 314 elevator GWB tape GWB/GWB/resit channels Per UL Design No. U305 1 B roof Prat oo as exterior overhang B 4X4 i FRAMING— 2x4 studs minknum O 16'ac maximum. N 07 provide at wnwdsd roof overhang / Cedar N INSIDE FACE— 5/8' type C USG Gypsum ponals nailed to all framing O 7'oa w/ ad cement a /5\ Otg d past 315 stair carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels coated naps 1-7/8' long, 0.0915" shank diameter, and 15/e4' diameter head& Connection OUTSIDE FACE- 5/8" type SHX USG Gypsum sheathing panels nailed to all framing O 7"00 w/ , 843 of Assembly 316 balcony paint It wt conc paint GWB PT GWB/GWB/resit channels Oil cement coated van shank s 1-71W long. 0.0915' shk diameter, 15/1W diameter heads. N ro w an wry Occupancy OB INco = 400 viewing carpet glue dwn lx4 wd GWB PT GWB/GWB/resil channels M ® (<OL-121 0 710% of 7sr/oce ® N All Exterior Walls (fire separation distance > 5) Ail 1 hour rated from inside only per IBC 704 (for waiting from ran) I v prescriptive detail Table 720.1(2) Item 16-1.3 Ail a ©tg 219 , 1 T T T T T T T 9 36" 11'-6)J' 15'-0" 13'-Do 13'-0" 15'-0" 15'-0` 10'-0" 12'-Do 15'-0" a0 Corridor Walla 0D " 1 hour rated 8J¢ 15 Fire Partitions 8'-9" 66XZ" 43)¢" 5'-9" 8 ' 5'-90 43Xtw 8'-9" 81 rfe 8'-9" 6'-7 5'-9" 4' 9" 5'-9" 43V 5'-0" 8'-9" 43)z" 5'-9'P 32' 9 7 built—in storage swam 50 P or 0 so tDt 33" A Go7 ca 0 (D (DI 0 0 �Dl ao 21 � B � QA se 6x6 4x6 I 4x4 46 seat , one bedroom Type B O 87 73 one bedroom Type B two bedroom Type B O one bedroom Type B O ivl 10'-0' corner apartment 65 O interior apartment interior apartment 79 interior apartment 84 corridor 4x6 9 -9 co°D iv see C A13 aim see A/A13 see B/A13 see A/A13 aim 217 w TEN4 201 203 205 O 207 two Independent 4x4 77 LivingLobbyconcrete �_/ ❑u = _ _ _ _ _ _ _ = = — = fireplace constucted as plinth C r/1 o extent of 4x4 F/A14 1 hour rated V 1 • rated wall W/o W/o rig corridor entry +O M N per IBC 6 O 74 5 4x4 87 350 sf ��w• I eo I 1020.1.4 o 78 85 4x6 216 38 exter�or wall � ■ p 88 72 Wall Type Legend entry O mail 1 hr from Inai s t`+ below O O 70 O O 76 O 83 �./ 0 O O rN O half wall boxes 04 exce t as tndl ated Ilia exterior wall _ 4z6 36` off p /Q� see Typical Wall Section C/A11 rescue 4x6 6x6 4x6 6x6 4x6 4x6 6x6 4x6 6x6 Vertical ecease ?� = QD < ie Corridor Walls Walls Separating = 8t O = ■ A �j 1 lk �+ >r Dwelling Units corridor o Exit Enclosure to O1 aIC+ ® t hour fire-rated Fire Partition I stair ®r II 1 hour rated I I II Q I I 367 sf (I ao II elevator shaft I I II I I II ® stair I N �A '�tVin o N in ,, * 1 hour rated I 1 hour rated ICC 708.4 exception 5 wry Op a Fire Partitions 1 1 hour rated i. k e 200 O to Fire Partitions 211 Fire Barrier D .- 4x6 ,. 1 from floor to underside of 1 hour a 4x6 6x6 6x6 4 6 00 6 Fire Barrier 6x6 4x6 6x6 see D/A16 215 v 9 , fire-rated filar/ceiling or x6 e2 see D/A16 ro roof/ceiling assembly above p c E See Detail A/A16 exterior wail O 114 108 0 00 95 89 00 = N = of exit floor trash AysseMEE 0 aC' ® 1 hour fire-rated structural wall +o enclosure 116 110 forced air II AMEE 40 g7 91 n from floor to underside of 1 hour I 1 hr from furnace 213 elevator fire-rated floor/ceiling assembly above o inside except 11 118 112 1 3 212 O 214 1 ge 93 4 a See Detail B/A16 as indicated rp web cep rp to shaft non-rated nonbearing `/ , — — = 0 rN t� i� �u3t interior partition wall crosshatch aC O 101 Fire Barrier ICC TBL 601 Indicates tO B one bedroom Type B one bedroom Type B t O see D/A16 A soli wall See Detail C A16 Vertical comer apartment interior apartment t0J 103 indi ates / oI Exit Enclosure see C/A13 ii5 109 see A/A13 aim one bedroom Type B 98 (� one bedroom Type B Vertcal Exit 0 2 hour rated A 117 1tt 4x4 interior apartment 98 2 comer apartment Encl sure I IIIIIIIIIIIIIIII� 1 hour fire-rated iv ■ 202 204 t hour rated N Fire Barrier Fire Barrier & Shaft Enclosure ' O1 see A/A13 aim see C/A13 aim Date: see E/A76 I 4x4 4x6 Fire Barrier ICC 706.5 & 707.5 Continuous from (4 atones) °D in Oq = _ = 208 210 A see D A16 �C floor to underside of floor above See Detail D/A16 G 4x6 4x4 102 1os G 01/15/10 AQ QA QA QA 4Z pA two bedroom Type B Qq QA Qq q� Qq �A ta_ 2 hour fire-rated comer apartment Fire Barrier & Shaft Enclosure H see D/A13 104 H ICC 706.5 & 707.5 Continuous from , 0 0 floor to underside of floor above o A A A A Q, 206 0 0 See Detail E/A16 io Q 4x4 a 1 N 2 hour fire-rated Fire Wall J O O O O O J Sheet: Separating Buildings . ICC 705.5 to noncombustible siding 8X� 150QA QA Note: ICC 705.6.1 from floor to underside 8'-9" 66)r 43)r 5'-9" 7' 3" 5'-9" 43)` 8'-9" 5'-0' 8'-9` 7'-8" 5'-9" 4'-9" 5'-9" 4W 5'-0" 8'-9' 43h" 5'-9" 7' 3" 5'-9" 43Xt" 66X2` 8'-9" 6)r�• Coordinate Size, Type, A4 of 1 hour fire-rated roof assembly 8Xt" 15w and Location of See Detail F/A16 i1'-6}¢" 15'-0" 13'-0" 13'-0" 15'-0" 37'-0" 15'-0" 13'-0' 13'-0" 15'-0' 10'-0` Fire Extinguishers with Local Fire Chief Coordinate with Shear Wall Types Second F l o o r P l a n 11 12 13 14 Entrance Security System See Structural Drawings B C /� D E F by Owner under separate contr l 1"'1 1/8'=1'-0• Contractor to coordinate work. 8 A8 A8 1 2 3 4 5 6 7 8 9 10 11 12 13 q36- 80 -0` 13'-0' 13'-0" 15'-0' 15'-0' 10'-0' 12'-0" 15'-0' 13'-0" 13-0' 15'-0` 10'-0"-9" 66X* 43j¢` 5'-9" 8 5'-9' 43 8'-9" 61�e 8'-9" 53 8 5'-9' 1 5'-9' 8' 7j¢' 8'-9" 43)�' 5'-9' 7'-3" 5'-9" 43j�" 66Xj" 8'-9` 2�, 8JJ" 8 15 I Exterior Wall (fires pal ation distance > 5')- 'our QA AO ® QA 1 hour ratc d from nside only per 180 704 QA QA QA A prescriptive dc tail Table 20.1(2) Item 15-1.3 0 ® 0 0 ID fireplace flue Z�J guard rail 4x4 Fire hour Barrier 0 o Elastomeric QA one bedroom Type B 127 133 one bedroom Type B two bedroom Type B one bedroom Type B O one bedroom Type B c Liquid Flooring comer apartment interior a artment interior a artment interior apartment '� 152 YP N 6'-6" \109-On P 125 131 P P 139 144 150 comer apartment extent of iV see C/A13 situ see A/A13 see B/A13 see A/A13 sim see C/A13 situ rated wall 301 —303 — — 305 — 4x4 137 t41 — 307 — — 309 — per IBC 020.1.4 60" diameter Clods Face National time & signal HMR 360 Illuminated 4x4 entry Through-Wall Mounted Round Clock •N rp •N •�o below style AR markers w/ M01 hands 0 Bolc n extent of-- 1 128 134 1 4x4 148 147 153 1 install 1 Y rated wall 25Y4 per mfr (typ of .i) 186 sf p per IBC 126 132 140 138 145 1s1 . �rt O V r ll 2231 1020.14 1 O33 aInsidevide stairway 12-0 I . a7 o AO O O O W� Oex pt a indicated r number signs o N 130 PM O 136 0 143 14s O .�..� T 11'-0' per IBC 1020.1.E I U • - rescue / 6x6 4x6 rescue 35�4` 60 35�4 6' attic ventilation 22 x36 C p a L 2 hour 4x6 Corridor Walls Walls Separating 6x6 4x6 4x6 elevator shaft 6x6 4x6 6x6 4x6 121 a 6 2 hour rated A o rn rated 1 hour rated o Dwelling Units corridor 1 hour rated 0 D C 5 diameter louvered I I c� 9 k '� A access door b aC - stair ceiling ® ll Fire Partitions ll I ll 1 hour rated ll 367 of ll °p ll Fire Barrier ll ll ll I ll ® stair 0 m N .. vent w/ bug screen I '� C D o 12o terminate at r--� — E w/ ladder N g 300 O 4x6 6x6 ^ 4x6 Fire Partitions 6x6 311 4x6 00 6 rated ceiling 6x6 4x6 6x6 4x6 31S Q 1qD C .� •� 00 x6 122 see E/A8 ;o to metal , viewing o o O I E Funheated flashing 70 of notexterior wall 0 18O 174 o tet ts5 �C' N attic 0 below 0 . QE of exit floor struct trash yssenKrupp o O O N Q -0 400 - 2 O forced air beam AMEE 40 3 ' � 122 sf I 1 / to enclosu a 36 tee t/a furnace 313 11 elevator 0 L 2 hour 0 Inside except g 1e4 179 312 O 314 1ss 159 9 � 00 yr rated as indicated t •A wp t 9 123 tee •N •N 1 stair o � FF M ceiling F� �1 3 • 60k1• Vertical E E _ _ _ SIX= _ _ = 0 t67 W/o O = _ _ _ _ _ o c tO Exit Enclosure 37)¢" y 37 ' 8 one bedroom Type B one bedroom Type B t one bedroom Type B one bedroom Type B A sdi wall indicates 00 rn a 2 hour rated Vertical ko 171 t6a Vertcal it Enclosure ' comer apartment interior apartment interior apartment comer apartment , 35 4 35 4 Fire Barrier " 0 Exit Enclosure 161 175 102 156 1 h ur r ted o 12-0 l see C/A13 O O see A/A13 sim see A/A13 aim see C/A13 sim (4 stories) iv 2 hour rated 183 1n 4x4 164 1S8 Fire Barr r I Fire Barrier . o, 0 302 304 4x6 308 O O 310 see D/A16 a Maintenance Fourth Floor (4 stories) 0 — — — 4x4 A O Attic Framing W 4& 0 0 0 4x6 4x4 ,ee t72 Q p 0 0 0 0 Go two bedroom Type B comer apartment 170 H 0 QA QA QA �A OOA see D/A13 QA QA QA �A l 306 0 O0 4x4 N � OA AO pA AO O -OO COO OA C © �" 15' 8V © C 2 � 3%. 8'-9" 66J¢" 43X' 5'-9" 7' 3' 5'-9' 43jz` 8'-9' 5'-0` 8'-9' 66)¢' 5'-9' S'-9' 43 5'-0' 8'-9' 43Xz` 5'-9" 7'-3" 5'-9' 43)rZ" 66)¢" 8'-9" ;11 11'-6h. 15'-0" 13'-0' 13'-0' 15'-0' 15'-0' 25 10'-0" 12'-0" 15'-0" 15 26'-0' 15'-0' 10'-0' W. C Clocktower Floor Plan e 0][ 1=r Floor Plan D E F 2x6 brg wa11 2x4 brg wall �✓ see A/A16 see B/A16 10 11 12 13 14 Cd Beam Schedule cc3 • �—' 2x4 brg wall 2x4 brg wall 2x6 brg wall 2x4 brg wall 2x6 brg wall -�q r''� No Oty Narnirwi Sze Dressed She Grade ` c see B/A16 see B/A16 see A/A76 see B/At6 see A/A16 • �1 A 6x8 5 1/2 x 7 1 4 DFL f•yl B 3 1 2 x 9 1 2 some 2.0 E PSL N O 4_4 C 5 1 4 x 9 1 2 Bane 10 E PSL m D 4x8 3 1 2 x 7 1 4 DFL E 1 31 4 x 11 7 Same 10 E PSL hatch indicates 1 hr fire rated F 5 1 4 x 11 7 sane 10 E PSL Joist cavity for fireplace flue G 5 1 4 x 9 1 2 Same 20 E PSL a a• �� (2) layers 5/8' type X GWB H 6 3 4 x 13.5 1 some 1 1.8 E DFjDF GRB F�q El eee C/A3 oy 1) provide (2) layers 5/8" type X GWB wrap all beams Quo 2) no wrap required at door and window heads a `o 3) provide posts or gang studs as indicated with ��' 28 - ��' �o .o ® v continuous blocking providing full bearing between floors ko 0 m (a m �( 4) provide simpson CS16 strap each end where any ® O O O O beams are installed without a continuous top plate 0 W q N W 1 1 m m shear framing I `o --— o — `o `o `o for wall above— E — — — — — — '- ¢_ -'—� �E�- 0 0 0 0 111" T•N110 , E floor joists O 24"oc 11a" TJI 11 4x6 4x6 f- 0 o floor joists O 16'oc0 N 22"x36' 1 ® ° A . 2 hr fire rated access door Date: F — w/ ladder � — — — — — IFC —O 01/15/10 conuMaintenance Fourth Floor 2x6 LSL"studs 016`oc see Floor Plans for extent of rated wall Attic Fr a rn i n see E/A16 for detail 3/4" APA rated T&G subflr-finflr• glue and nail w/ 8d common nails Sheet: O 60oc 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 mfr 2x4 brg wall AS (typical at all wood floors) 01 see B/A16 -�H (D !C locktower Framing B Third Floor Framing Plan 1/8'=1'-0' „ 24„ 55'-0„ 24 span 24” 32'-2;f3., 4Yz" 8'-3Y4„ 4Yz" 11'-4%" 4�" n „ „ „ coordinate 24 37'-0" 24 24 26'-O" 24 11 w/ elevator span span 12 12 girder girder girder 5.4 I— 5 4 truss truss truss 12 1 O7 6 F_ 2 �' 6 f IAI ° 22"x36" in attic access door w/ 1 hour rated lid _ t° self-closing & latching hardware at elevator shaft profile A at OSB Draftstop profile A (at Elevator) L� °, profile B profile C M A8 � 24 31'-0" 24 Beam Schedule 24" „ 24" 24" 24" 24" 24" 24" „ 24" 24 -0 10 -0" 10 -0 span 10-0 span span 10'-11 g'-1" 10'-11 span No. Qty Nominal Size Dressed Size Grade F M A 6x8 5 1/2 x 7 1 4 DFL 12 16 B 3 1/2 x 9 1/2 same 20 E PSL 12 ns 12 -71716777— C 5 1 4 x 9 1/2 same 20 E PSL 2 hourparate crated 6 Fire ed(Wall ° 00 12 500 .4 f to the underside of 6 6� 12 E 3 1 4 xx81 7/8 3 1 same 1 4 2.0 E PSL _ ONO ° 5. F 5 1 4 x 11 7 8 some 2.0 E PSL 1 hour roof assembly w ® � rr ll d 'n G 5 1/4 x 9 1/2 same 20 E PSL V H 6 3 4 x 13.5 same 1.8 E DF F GLB N 2x12 DFL#2 w V!) 0 00 o o ° k I I �j Notes: rafters ® 24"oc m o 0 profile D o profile E o profile I o profile G --- ® T , o M no 1) provide (2) layers 5/8" type X GWB wrap all beams : 3 (at stairs) 2) no wrap required at door and window heads N > pq o — — — — — -- — — — — — — — — — — — — — — — — — — — — — — 3) provide posts or gang studs as indicated with o .1 v � � 0. continuous blocking providing full bearing between floors `r7° v 4) provide simpson CS16 strap each end where any beams are installed without a continuous top plate -- Truss Prof files prof =- < rofile H not shown > 7/16" OSB Draftstop 7/16" OSB Draftstop — m Bsecure to side of Truss secure to side of Truss 1/8 -1 secure truss to top plate below secure Truss to top plate below w/ simpson H-50 clip ® 16"oc w/ simpson H-50 clip ® 16"oc provide 22"x36" in attic access door provide 22"x36" in attic access door w/ self-closing & latching hardware w/ self-closing & latching hardware n A8 n n 5 n n � A8 n 10 11 A8 12 13 ��// 13 14 Y 24" 26'--0„ 2'-0" Y 24n 10'-0„ 24" Y 24" 26'-0„ 24" span roof truss span an roof truss gable end - profile C profile C FO 24"oc roof truss ® file C trussprofile D F gable ® 24"oc 2x4 lookouts flat ® 24"oc OA - end N let into truss top chord truss see D/A71 (typical) 2x4 lookouts flat 024"oc gir er russ - gir er russ let into truss top chord see D/A11 (typical) gi de tr ss 6x6 post 1 12" I - _ _ & ECCU w/ U61 OTF ..� 10'-0" 6x6 post 24" w ECC66 6x6 post 6}¢" / w/ ECC66 CS! ^� in wall \ " in wall 04 CD— MOM LF \J 2x12 DFL#2 — r f ru s of a ® 2 oc FF rafters ® 24"oc 6x6 post n 6x6 post © w/ ECC66 __ iv roof truss c w/ ECC66 & HU61OTF r� profile G �y ® 24"oc VJ 1 `G J in wall `o ^� J 1 0it 24" 24" � `� - — roof truss N profile G A �j a p ® 24 oc CL cr ss at h i di at girder In eri r t us b ari g all tr ss (� 4x © 6 --- roof truss ..r Ev- `E}- EJ- 1 O -8Y4„ - profile F �..� FLF ® 24 oc of jack trusses iv ,� ® 24 oc 1 elevator 1 " shaft uo hip truss profile H �J C� — N F N 1x6 T&G pine — soffit (see detail) 1 4 r 15/32" APA rated sheathing gri er tru s x fo Date: w/ 8d common nails rider ruts s IFC ® 6"oc diaphragm boundaries girder truss ° 6"oc panel edges & 12'oc field — - — irder truss — - - girder truss N 01/15/10 lay-out as indicated per 22"x36" min IBC case 1 (block all edges) 1 hour rated typical all roof sheathing attic access roof truss door w/ ladder roof truss roof truss profile C profile B profile C Notes: 3 26'-0" ® 24"oc ® 24"oc 26'-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" HIT 24" 24" ��� 24" (2) Secure all trusses to beams & double top plates w/ B C 3span F Simpson H-1 Clips A6 (3) Provide shear blocking or bracing at all walls and roof truss span beams continuous between all trusses and lookouts. profile E Boundary nail to roof diaphragm. Coordinate w/ architect ® 24"oc (4) Provide Blocking as directed by Truss Manufacturer CA R o of F r am i n g P l a n D E (5) All trusses to have 2x6 top chords 5/8" type X GWB 5/8" type X GWB continuous 5/8" type X GWB 5/8" type X GWB 5/8" type X GWB continuous see D/A16 fire tape only see D/A16 see D/A16 fire tape only 2x6 studs ® 16"oc max. 2x6 studs ® 16"oc max. 3'-6" (1) layer 5/8" type X GWB coordinate blocking w/ coordinate blocking w/ finished continuous from top of floor diaphragm elevator mfr elevator mfr to underside of floor diaphragm above all sides see D/A16 clear clear (1) layer 5/8" PT 2x6 sill secure w/ PT 2x6 sill secure w type X GWB 2x6 studs ® 16" oc 5/8" A307, grade A. Anchor Bolt ® 5/8" A307, grade A. Anchor Bolt ® ►'� continuous continuous from top of floor diaphragm 24" o.c & within 12" of all ends w/ 24' o.c & within 12" of all ends w I I all sides to underside of floor diaphragm above nut & 3"x3" washer nut & 3"x3" washer °D n fire tape only provide sole palte and double top plate 7" min. embedment �tl¶� 7" min. embedment flL. • #5 bars 016 oc max #5 bars @ 16"oc max each way (bend at footing) each way (bend at footing) o foundation drain o 4 foundation drain (1) layer 5/8" type X GWB Note: Coordinate w/ Elevator Mfr (2) mats #5 bars ® 16"oc max w/ drain rock (2) mats #5 bars ® 16"oc max w/ drain rock continuous all sides each way in fabric each way in fabric fire tape only I r to storm drain to storm drain to all sides 2x4 studs as indicated (1) layer 5/8 type X GWB " [ all sides �• continuous from top of floor diaphragm `I N II to underside of floor diaphragm above ail sides, see D/A16 (1 1 600 concrete L — J concrete L — n ELLevator/ Mechan cat Shaf t sump — — m sump — — `0 6" 8' 9'-9 1/4" g• g• law 80 7-3. er sr to v 12'-1 1/4" W-7" ao �` rn Elevator Pit Sections sidewall flashing ridge r 1 d � ' sidewall flashing v. 3 � W W 00 '-0' 2/12 2/12 c s metal gutter metal gutter b roof mfr b roof mfr °O a y I II No e l y o rig w metal roof panels Klip Rib by AEP Span N I\ or approved ' I 1 1 ridge vent by roof mfr I N I A1E"O.1 RLLE11A 1 1 VIC II ale I of h drip flash drip flash metal gutter I metal gutter 18 3�s rake drip flash rake by roof mfr 2 1 /1 by roof mfr s metal gutter metal gutter rake metal gutter metal gutter 9 >�y / g — — — — — — g drip edge drip edge w/ flashing — — w/ flashing A w flashin w/ flashin —� ridge ij n" shingle over — 14 drip flash I ridge vent — — — — — — 6/12 shingle over rake ridge vent Ui metal gutter 1 6/12 6/12 6/12 6/12 6/12 w flashingfireplace fireplace / 1 flues VTR flues VTR 1 metal gutter volley volley chimney w/ valley chimney w/ valley valley w/ flashing o valley spoor I saddle shingle over saddle drip flash rake ridge vent WT"' T 7 metal gutter w/ flashing r • Two Tirol MT. � � �.v G TOTK at Balcony below !� Elastomeric Liquid Flooring 1 1 fireplace flue VTR I I • Ir"1 at Balcony below slope Fiberglass—Reinforced Shingles fire rated shaft drip N N class A, high definition, laminated to underside of metal gutter w/ flashing I I w/ 30 year min. warranty roof sheathing I ( edge a 1 (typical roof) Coordinate the location of all roof vents 2 drip flash rake with the Architect to avoid locations on D south facing roof suited for the shingle over ridge vent future installation of solar panels. I I I A � PIC$ ai e� N N drip edge I6/12 6/121 � I I drip flash l( SECTION VIEW u4 valley valley rake TV\ drip �,o� finial N ( 1 II I edge F...� metal gutter .""a°`.'n""' w/ flashing 1 Y-B'0.W XOISfVPY 4'-IW '-10• 4 V4• Y-10 12'BW(TO (6 0.®E MILS 4 v4• r 1 valley valley val+/126 valley metal gutter r • a a MILS 6 ledge w/ metal flashing ( w/ flashing a -M u,,,�,, at recessed exterior wall fireplace shingle over fireplace r ""a INS I 6/12 6/12 rid a vent flues VTR g flues VTR dri flash chimney w/ chimney w/ p rake shingle over — saddle 6/12 6/12 saddle — rL Jridge vent ..,o metal gutter — — — — — — metal metal — — — — — — --metal gutter Date: S =, w/ flashing gutter gutter w/ flashing IFC drip flash 1 I downspout drip flash J 01/15/10 9 rake to storm fi— — — —J rake drain 11 drip flash ,AR 0 >,•ere� V rake r •�•�*���6•� �• 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Sheet: HOISTWAY PLAN B D E F A7 Elevator Plan & Section Roof Plan _ Building Section Notes: n Z 3 4 5 s s 9 Q ,no „ ,z Y Q Q Q Q Q Q Q Y Q Q 1� continuous shingle over ridge vent 1 1 1 Q Continuous 2" soffit vent w/ bug screen 9 11 11 Q3 laminated shingle roofing endwall Otl 30# roofing felt framing 2 d i IC nit 2 dw llin cu it 2 tt tt C tt 4 0 of 2 wt Iin 1 uj iits 2 dwe Iin 1 ui its PWD sheathing < 3, 00 of re < 0 f re 2 w Iin u its < ,0 0 f re < ,0 0 f rea roof trusses 0 24"oc �1 viewing Me, < ,o o f ea 9 t1 ® 1 hour fire-rated ceiling assembly 4 4 mil VB o g 4W 0 0 4 1 'o 2 layers 5/8" type X GWB o I s Ir ( 31 ❑ _ ❑ 31 31 JO 31 ❑ ❑ 31 I air i c °f wind o ❑ ❑ 8 ❑ M 9 at Q5 1 hour fire-rated floor/ ceiling assembly � seot �` w3/4" PWD subfir-finflr 11 7/8" TJI pro 110 floor joists 0 16"oc 0 0 4 Ile 3 1/2" sound butt insulation s I 31 3, 31 31 ♦ „� Ir c N" • windo corridorRC-1 channels 0 24 oc �e2 layers 5/8" type X GWBNtO seat g 5 ❑ 9 fireplace low wall ❑ 'O °D U U © 4" concrete slab-on-grade 9 4 4 0 4 4 4 0 1 �F • s 10 .1it --� 31 --- - - stair 2" damp sand casting base I I 3, FIE] ❑ _ ❑ - -_6" mllin Bompacted gravel base ❑ 9 ❑ ❑ M 6 ❑ ❑ ❑ 9 ❑ N 8 5/8" type X GWB o 0 0 0 0 0 0 0 0 o rn v 4 mil VB 8 °° 00 2x6 studs 0 16"oc R-21 batt insulation U d OSB sheathing q Bung Section 7# building paper ~ 1/8'=1'-0' exterior siding ,�, 00 0 ® concrete foundation wall M 3 .. a R-10 polystyrene insulation00 GO a R-38 butt insulation Q T Q T T Q e A Q 1Q T T T 1 Q 1 T T 0 1 G H I 1 I ® vented shear blocking AA unheated 11 gable end truss 12 3 1 3 attic n to n e e g e Q girder truss 5'4 unheate d unhe t tt tti i 11 11 attic att c 9 9 ® continuous full depth blocking 9 0 9 9 q / apa40 structural be rtment ap rtment • am w 4 ® q a 4 • _ 2 layers 5/8" GWB wrap see E/A13 �e �e �e ISIP i apartment i i apartment I o apartment i apartment -0© decorative box beam see E/A13 5 5 to °D 5 10 °D °0 5 5 9 li 6 00 5 ® non-bearing non-rated wall apartment apartment constucted as 1 hour rated wall 4 • _ • 4 4 apartment work point apartment '� apartmen '� apartment elevator ® c © 1 hour rated Fire Partition a = 28.0 5 °0 5 CO 5 �o 5 shaft 5 to align w/ exg ® 1 hour rated structural wall EL v r 23e apartment _ _ apartment average exg grade 4 4 P Q) Q9 1 hour rated Fire Barrier — — — — — — P o 're ' apartment '� apartment '� apartment '� ;•-I cid apartment i P P ii P 6 6 i 1 , ® thickened slab footing 6 6 °D 6 OD 6 -CO 6 6 io ao ® concrete elevator pit o 0 N N N 0 N62 v ® double 2x6 8 8 00 8 00 8 8 8 ® decorative box column see E/A13 Bg Section @Yo_=11 . ec -1; 1on Wal ection u Section® R-30 batt insulation 1/8'=1'-0'uildin 1/8' ' D 1/8'=1'-0' E Bv8'=ilding 1'-0' ® PT 2x4 studs 0 24"oc R-13 batt insulation 4 mil VB 5/8" type X GWB ® concrete foundation wall 12 M--i © 2 hour rated Fire Wall 5.4 2 layers 5/8" type X GWB Fol 1 each side of 2x6 studs 0 16"oc unheated attic ® 1 hour rated roof/ceiling assembly 11 9 11 metal roof panels 30# roofing felt PWD sheathing existing 12 1 apartment 4 apartment c 5/8" type X gypsum sheathing apartment 3 ,— P o 2x12 rafters 0 24"oc 5 5 OA Date' R-30C butt insulation IFC 4 mil VB • 01/15/10 2 layers 5/8" type X GWB remodeled 1=14 corridor 4 4 apartment apartment i a ® 1x2 over 1x4 hemlock chair rail 6 c n t o 5 °D 5 ® 5 Co ® 1x1 hemlock crown trimMill MILM" 6 4 4 6 • � Sheet: ©1 apartment entry shelf see A/A13 8c E/A13 4 0 unheated storage resident storage resident N i ® structrual column 6 rec room 6 ^ A8 ® 7/16" OSB draftstop to'-o' FOo Buil in-q. ectlon 1/8'=Y-0' 10'-0V light weight conc topping 44 ironwood newel post w/ elastomeric liquid flooring with 4}"x4}" cap 11 77» level at door and slope to gutter secure to beam with = (2) 3/4" thru bolts N 2x4 ironwood cap �t route to recieve rail to = 1x1 tube steel Guard Rail }Das iI � verify dimensions and provide ri shop drawings QB metal cap flashing belt band o� 1 1 1 1 NO 3] 2x2 trim anosai (2) layer 5/8" type X _ Exterior Gypsum Soffit Board 53 " I ) o 9 1/2" LSL joists ® 12"oc 1 0 Balcon Guard Rail B B '-0' Y A9 � Na 1 A9 7.7r 11" Stair Plan - - - - - seat Fo I F E D C 1 = 11'-0" 8'-6" 10'-6" N rescue DN I 1 1 1 53X" 1* 00 :9 ON �C Q ZZ" ar 3 1 12 W ifli >-one 6� o 0 1 A9 I I DN 9 =m a s T N oo W a Of Stair Plan ° 77" "Co i 12" ' N E belt band see C/A10 C D F 10'-6" 10'-0" 10'-6" vented flashing O P r I vented fire shear blk'g blkg _ �T o 12 5.4 j� vented � shear blk'g • ® • 1 m a Xr � N to 1 fire he loc ha rail o blkg w/ eased edges Balcony 36 abovet ead o Guard Rail 0 0 0 see C/A9 _ 2x herri bo ust 1 rn r� 4" maxinurr cleJr $ tO 111 betweed = 7.4 N 2x6 spacer = i`roa 2x6 spacer 1* ..t along wall ® along wall stringer = 1 03 stringer a N 46 m to to m : to = hem ock ion rail fire 1 to o 1 fire 4 m ewe st � w/ eas ed es blkg CD ® blkg M ith "x4 " c ` 0 6" dbov treid n se s cur to beaM it Se o � _ 1 I 2 hem lus ers 3 ru I s o f a) m xim c ear = co w n ,� to 0 o m CID =ID _� I minimum 'f : m : minimumIII head room ® ® head room 80 above I �, I y 80 above a tread nose = q H tread nose 2'-3" ` ` tR to to 4 hem newel post fire 1 (r° Co 1 fire 8' 11 59 Date: with 4J7x4J" cap blkg Note: blkg I1FC secure to beam with r field verify all dimensions w o = 2'-0" 01/15/10 2) 3/4" thru bolts r and provide Shop Drawings n�o o for review by Architect �R o I 10 o to �' m y 1" beveled osi w/ `a to '4- to ® m ® wsua con rast Sheet: PT 2x6 kicker PT 2x6 kicker from 202 J from 202 A9 carriage carriage e spaced 6 —5 4—8�'4 4 —8:4 6 —5 e . spaced Lair Section q p » Stair Section q A ® 12 oc max. 7 treads landing B ing 7 treads ® 12 oc max. 0 11"each l 1/4•=1'-0' 0 11"each I Plarlism.PraTtim Imaimommoommeoul .IIan11an11as l.11.11.11anllanlN. 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MA = = 1!1 I-p!1 _ �It��11� IIII III II11 =Bills �� �� =`pan .4� 4J 4J 4J W 4INN 4 � J �4J - ��.�..� ,■.,,,,_1 -_`N`N No IIIII Ill - II_ _ _ ______ ___ __ ____ _ ___________ _______ _ _ _ _ __ ______ _ ______ __ ___ _________ • -_- _-_-_ _____-___-_--_--_-___=__________-____-___=_______-=-=_________=- ---- -- -- - -- __--- __----_---_ -__-=__--__-_-__-= --- __-_-__-____________-________-___________�_---- - --------_-_-_-- _- _ ___-__-_______________--_______-____---_-_-_-____- 24" 2x4 lookouts 0 48"oc let into truss top chord from 2x4 continuous 24" 4 metal rake flashing color to match rake high definition laminated comp 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 1 x6 T&G cedar rake soffit 7/16" APA Rated PWD Roof Sheathing w/ 8d Nails 0 6"oc Diaphragm boundaries 0 6"oc Panel Edges & 0 12"oc Field 5/4" Hardie Trim coordinate R-38 batt insulation provide insulation stop to maintain 2" minimum air space V1Jr&@rWnAri%1d�iib r building paper (paint) full ht shear blocking w/ "V" cuts for ventilation toenail to copper finial see G/A10 top plate w/ (3) 8d U D Typical Rake Detail metal gutter & flashing cement board cornice see B/A9 6 I12 unheated attic ventilation 3/4 —1 -0Ill 5' diameter louvered vent w/ bug screen 1 hour fire—rated ceiling assembly U mil VB provide from 2x12 trim w/ flashing at top 4 m �— 5/4 x 7.25 hardie trim fascia (paint) 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 1x6 T&G cedar eave soffit w/ continuous 2" strip vent w/ .� oho double to late bug screen o cement board rake see D/A11 P P 6x8 window head 5/4" Hardie Trim at all windows (paint) see C/Al2 U 3 12 trim see C/A10 similar hemlock window casing see C/Al2 oc if ]U lit III IU III III IH III III III III III III lit III 111 11111[ 111111 � 5.4 Milgard Montecito low—e Vented Casement Vinyl Winidows w `" � °O III A��J 111111 Ill- continuous shingle—over double 2x6 window sill $ Nil vent install per manufacturers instructions 3 5/8" type X GWB a� a III III Iti-I I lit Ill 2x6 studs 0 16"oc `� a R-21 batt insulation Hardie Panel siding over building paper (paint) 1x4 hemlock base w/ 3/4" quarterround shoe coordinate horizontal and vertical joint lay—out, style, and flashing with architect prior to installation 12 1 hour fire—rated floor/ ceiling assembly (typical at third floor unless noted otherwise) 3 f 3/4" PWD subflr—finflr 11 7/8" TJI pro 110 floor joists 0 16"oc Belt Band continuous at Third Floor except at clocktower 3 1/2" sound batt insulation see C/A10 -- RC-1 channels 0 24"oc `q 2 layers 5/8" type X GWB gal ! p ! p IN 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 Milgard Montecito low—e Vented Casement Vinyl Winidows and clocktower double top plate see G/A2 install per manufacturers instructions oEast Elevation 6x8 window head hemlock window casing see C/Al2 1/8'=1'-0' double 2x6 window sill 2x6 studs 0 16"oc w/ R-21 batt insulation between 5 8" t e X GWB 7/16" OSB sheathing w/ 7# aspaltic building paper Notes: copper finial see G/A10 / cd • r-1 4 mil VB Note: (1) T & G cedar siding to be painted or 12 2x6 studs 0 16"oc provie additional (1) or (2) layers 5/8" type X gypsum (2) Hardie Panel Siding coordinate horizontal ,� cement board cornice see B/A9 stained as selected Owner 6 R-21 batt insulation sheathing for fire rating extent as indicated at exit stairs • n and vertical joint lay—out, style, and 1x4 hemlock base w/ 3/4" quarterround shoe Hardie Plank siding over building paper (paint) d--� clock face Profile and exposure to match existing building _ flashing with Architect prior to installation 1 hour fire—rated floor/ ceiling assembly P g g (paint) O 3/4 PWD subflr—finflr (typical at second floor unless noted otherwise) (3) Hardie Plank Siding exposure to match metal cricket unoccupied Clock Tower attic 70 sf fourth floor viewing level 11 7/8" TJI pro 110 floor joists 0 16"oc Belt Band continuous at Second Floor except at entrances existing building (paint) g 3 1/2" sound batt insulation see C/A10 (4) Provide 5/4 x 3.5 Hardie Trim all metal flashing at sillf "oc N � s interior and exterior corners (paint) 186 12 over belt band see C/A10 similar RC-1 channels 0 24 (5) Provide Hardie Trim at all windows third floor 5.4 F1 2 layers 5/8" type X GWB (paint) see C/Al2 balcony 11111111311 111111 1111111 JOIN I YIN cd I Ill Ill Ill ill Ill Ill I I Ill Ill All Ill Ill oil ill lit I I­ Yd 11 5/4" Hardie Trim at all windows (paint) see C Al2 U LSL rim board Edsl double top plate Milgard Montecito low—e� Vented Casement Vinyl Winidows install per manufacturers instructions 12 6x8 window head —13 hemlock window casing see C/Al2 double 2x6 window sill .=libill till- thinbrick veneer by Robinson Brick 5/8" type X GWB to window sill w/ full brick ledge MIT] 11M4 mil VB install over weather barrier, metal lath & mortar 2x6 studs 0 16"oc as directed by mfr Date: R-21 batt insulation IFC 1x4 hemlock base w/ 3/4" quarterround shoe 01/15/10 metal flashing and insulation protection R-10 polystyrene insulation adhere to stemwall DI _ Sheet: thinbrick veneer thinbrick veneer soldier course � �IY. =III=III=III=III: Work point: FFE = 27.90' to window sill w/ full story at pier at clocktower to match existing facility full brick ledge and clocktower window head Note: see C/A2 for foundation A 1 1 1 see G/A2 West NNNJNNElevation Typical Wall Section Door Schedule Door Schedule Door Schedule 4 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 80"x 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"x 80'x 1 3/8" D wd wd 20 min 10 02 116 36"x BON 1 3/4" A wd wd 2 84 207 34"x 80'x 1 3/8` E wd wd 11 162 308 34"x 80"x 1 3/8" E wd wd 11 03 85 207 34"x BON 1 3/8' E wd wd 12 163 308 34"x 80'x 1 3/8' E wd wd 12 04 215 36"x BON 1 3/4" 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"x 1 3/4` A wd wd 2 87 207 30"x 80`x 1 3/8' G wd wd 14 165 308 30'x 80"x 1 3/8" G wd wd 14 06 219 36"x 80"x 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 80"x 1 3/8" H wd wd 15 07 300 36"x 80'x 1 3/4' L mtl mtl 90 min 3 no glass 89 210 36"x 80"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 BON 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 80% 1 3/8" D wd wd 20 min 5 91 210 34"x BON 1 3/8" E wd wd 12 169 306 34"x 80"x 1 3/8" E wd wd 12 10 118 36"x 80"x 1 3/8' D wd wd 20 min 5 92 210 pr 15'x 80"x 1 3/8" F wd wd 13 170 306 pr 30'x 80"x 1 3/8' J wd wd 16 11 119 36'x 80"x 1 3/8' D wd wd 20 min 6 93 210 30'x 80"x 1 3/8" G wd wd 14 171 306 pr 17`x 80"x 1 3/8" H wd wd 15 12 125 36"x 80'x 1 3/8' D mtl mtl 45 min 5 94 210 pr 15"x 80% 1 3/8" H wd wd 15 172 306 pr 15"x 80"x 1 3/8" F wd wd 13 13 115 pr 36"x 80% 1 3/8' C mtl mtl 60 min 4 95 208 36"x 80"x 1 3/8" D wd wd 20 min 10 173 306 pr 15`x 80"x 1 3/8" H wd wd 15 14 124 36"x 80% 1 3/8' D wd wd 20 min 7 96 200 34"x 80"x 1 3/8" E wd wd 11 174 304 36"x 80"x 1 3/8" D wd wd 20 min 10 15 124 36"x 80% 1 3/8" D wd wd 20 min 7 97 208 34"x 80% 1 3/8' E wd wd 12 175 304 34"x 80"x 1 3/8" E wd wd 11 16 122 36'x 80"x 1 3/8' D mtl mtl 45 min 7 98 208 pr 15"x 80`x 1 3/8" F wd wd 13 176 304 34"x 80"x 1 3/80 E wd wd 12 (� 17 17 36"x 80"x 1 3/8" D wd wd 8 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 80"x 1 3/8" H wd wd 15 178 304 30"x 80"x 1 3/8" G wd wd 14 19 120 42"x 80"x 1 3/8" D mtl mtl 45 min 8 101 206 36"x 80"x 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 80% 1 3/8" D wd wd 20 min 7 102 206 34'z 80"x 1 3/8" E wd wd 11 180 302 36'x 80'x 1 3/8' D wd wd 20 min 10 00N 21 112 36"x 80"x 1 3/8" D wd wd 20 min 5 103 206 34"z 80"x 1 3/8` E wd wd 12 181 302 34"x 80"x 1 3/8" E wd wd 11 a ,o 22 101 36"x BON 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 „ 3 A 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 15 183 302 pr 15"x 80"x 1 3/8' F wd wd 13 •• ,' 24 101 34"x 80% 1 3/8" E wd wd 12 106 206 pr 15"x 80% 1 3/8" F wd wd 13 184 302 30"x 80% 1 3/8' G wd wd 14 W r, 25 101 pr 15"x BON 1 3/8" F wd wd 13 107 206 pr 15"x 80"x 1 3/8" H wd wd 15 185 302 pr 15"x 80"x 1 3/8" H wd wd 15 ° M 26 101 30"x 80'x 1 3/8" G wd wd 14 108 204 36"x 80'x 1 3/8" D wd wd 20 min 10 186 222 36"x 80"x 1 3/4' A wd wd 2 see sheet A17 o a 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 q 00 M a 28 103 36"x 80'x 1 3/8" D wd wd 20 min 10 110 204 34"x 80% 1 3/8" E wd wd 12 29 103 36% 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% 80"x 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 80"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 33 105 36"x 80"x 1 3/8" E wd wd 12 115 202 34"x 80"x 1 3/8" E wd wd 11 insulated solid core solid core solid core fire—rated I 34 105 pr 30'x 80'x 1 3/8" J wd wd 16 116 202 34'x 80% 1 3/8" E wd wd 12 \ � ❑ ❑ 35 105 pr 15"x 80"x 1 3/8" H wd wd 15 117 202 pr 15"x BON 1 3/8" F wd wd 13 U=0.40 exterior fire—rated non—rated interior interior interior 36 106 36'x BO"x 1 3/8" D wd wd 20 min 10 118 202 30"x 80"x 1 3/8" G wd wd 14 metal clad 37 106 34"x 80% 1 3/8" E wd wd 11 119 202 pr 15"x 80"x 1 3/8" H wd wd 15 Typ e A exterior face Typ e C Type D Type E 38 106 34% 80"x 1 3/8" E wd wd 12 120 300 pr 36"x 8O'x 1 3/8" C mtl mtl 90 min 4 39 106 pr 30"x BON 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% 1 3/8" D wd wd 20 min 7 _ _ 41 106 pr 15"x 80"x 1 3/8' F wd wd 13 123 312 36"x 80"x 1 3/8' D wd wd 20 min 5 F F 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 recessed louvered I _43 104 36"x 80"x 1 3/6" D wd wd 20 min 10 125 301 34"x BO"x 1 3/8" E wd wd 11 panels flat panels flat panels I flat panels 44 104 34% 80% 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 solid core solid core solid core solid core 46 104 pr 15'x 80"x 1 3/8* SON 1 3//" F wd wd 13 E wd wd 12 127 301 pr 15•x 80x 1 3/8» F wd wd 13 non—rated I non—rated \ \ non—rated I I non—rated 128 301 30"x 80"x 1 3/8" G wd wd 14 interior ❑ interior interior ❑ ❑ I interior 47 104 30"x 80"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 — L 48 104 pr 15"x 80"x 1 3/8" H wd wd 15 130 303 36"x 80'x 1 3/8" D wd wd 20 min 10 . � 49 102 36`x 8Wx 1 3/8" D wd wd 20 min 10 131 303 34"x 80"x 1 3/8" E wd wd 11 Type r p Type H Type J Cd 50 102 34 x BO x 1 3/8' E wd wd 11 132 303 34"x 80'x 1 3/8` E wd wd 12 & �4 • r•1 51 102 34% 80"x 1 3/8" E wd wd 7 12 133 303 pr 15'x 80"x 1 8" F wd wd 13 Door Types 52 102 pr 15"x 80"x 1 3/8" F wd wd 13 134 303 30 x 80 x 1 3/8' G wd wd 14 d bl top plate CA 53 102 30"x BON 1 3/8" G wd wd 14 135 303 pr 15"x 80"x 1 3/8" H wd wd 15 1/4e=11-01 continuous cn 0 con 54 102 pr 15"x 80`x 1 3/8" H wd wd 15 136 305 36"x 80'x 1 3/8" D wd wd 20 min 10 con head 0 55 200 pr 36"x 80"x 1 3/8' C mtl mtl 90 min 4 137 305 34"x 80"x 1 3/8' E wd wd 11 56 219 pr 36"x 80"x 1 3/8' C wd wd 20 min 17 138 305 34"x 80"x 1 3/8' E wd wd 12 2'R8)4' Notes: flashing ��••4� ..i 57 219 pr 36% 80% 1 3/8" C mtl mtl 90 min 17 139 305 pr 30"x 80"x 1 3/8" J wd wd 16 1) all windows to be Milgard Vinyl 5/4 x 5.5 head trim a �+ 58 220 pr 36'x 80'x 1 3/8" C mtl mtl 45 min 18 140 305 pr 17"x 80% 1 3/8" H wd wd 15 2) all windows to be low—e glass 3) U=0.20 or better z'-s• 1x6 head casing (� 59 118 pr 36'x 80"x 1 3/4" C mtl 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 / pr 15 x 80 x 1 3/8 H wd wd 15 5 all windows to be "Vented» units 6y from 1x6 head 60 218 36'x 80'x 1 3 8" D wd wd 20 min 19 142 305 ) 2- 61 215 pr 36'x 80"x 1 3/8" C mtl mtl 60 min 4 143 307 36"x 80`x 1 3/8" D wd wd 20 min 10 m o ' Sealant w/ & outer jamb 62 213 36"x 80'x 1 3/8' D wd wd 20 min 7 144 307 34"x 80"x 1 3/8" E wd wd 11 '� w Backer Rod liner » » IK: Internal ® Head Head 63 212 36% 80'x 1 3/8" D wd wd 20 min 5 145 307 34 x SON 1 3/13 E wd wd 12 ° o 'C grid i � � from 1x6 extention 64 201 36'x 80% 1 3/8" D wd wd 20 min 10 146 307 pr 15"x 80"x 1 3/8" F wd wd 13 a Internal Sealant ® mullion 65 201 34"x BON 1 3/8" E wd wd 11 147 307 30'x 80"x 1 3/8" G wd wd 14 grid O fixed O fixed _ from 6 trim 66 201 34"x 80% 1 3/8' E wd wd 12 148 307 pr 15"x 80"x 1 3/8" H wd wd 15 casement C casement 5/4 x 3" -t (2) 2x6 mullion w/ 67 201 pr 15"x 80"x 1 3/8" F wd wd 13 149 309 36"x 80'x 1 3/8' D wd wd 20 min 10 mullion (2) Simpson A33 ED 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 Z'-9" 2'-9" 2'-9` top & bottom 69 201 pr 15"x 80'x 1 3/8' H wd wd 15 151 309 34"x 80% 1 3/8" E wd wd 12 RO RO RO 7MUIllion 70 203 36"x 80% 1 3/8" D wd wd 20 min 10 152 309 pr 15"x 80'x 1 3/8" F wd wd 13 2'-81¢ 2'— � provide 5/4 x 3.5 jambs Date: 71 203 34 x SON 1 3/8" E wd wd 11 153 309 30"x 80"x 1 3/8' G wd wd 14 not shown) 72 203 34'x 80% 1 3/8" E wd wd 12 154 309 pr 15"x 80"x 1 3/8' H wd wd 15 IFC 73 203 pr 15"x 80"x 1 3/8" F wd wd 13 155 310 36"x 80'sr D wd wd 20 min 10 1x8 Sill 01/15/10 Sealant 74 203 30"x 80% 1 3/8" G wd wd 14 156 310 34"x 80% 1 3/8" E wd wd 11 • » . . `O � ' c o ?C c o SC Internal 5/4 x 3.5 1x4 Casing 75 203 pr 15*x 80 x 1 3/8 H wd wd 15 157 310 34 x 80 x 1 3/8 E wd wd 12 # i t � i a: i grids hardie 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 Internal SIII 77 205 34"x BON 1 3/8" E wd wd 11 159 310 30"x 80"x 1 3/8' G wd wd 14 LL grid grid 78 205 34"x SON 1 3/8" E wd wd 12 160 310 pr 15"x 80% 1 3/8" H wd wd 15 1x4 base w/ Sheet: 79 205 pr 30'x 80'x 1 3/8' J wd wd 16 3/4" quarter round shoe typical 80 205 pr 170x 80"x 1 3/8" H wd wd 15 casement casement double ' A 1 2 A B interior trim to be hemlock (paint or stain as directed by l 81 205 pr 15'x 80'x 1 3/8' F wd wd 13 egress window O O awning exterior trim to be hardie trim (paint) 82 205 pr 15"x 80"x 1 3/8" H wd wd 15 Notesi Window Types Window Casing(A) Entrance Security System by Owner under separate contract. Contractor to coordinate electric strike with Entrance Security System \ L 3/8e1�- -00 C 3/8e=10.0e 28'-8Y4" 37'-0" Room Finish Schedule 13'-2%m 15'-5Yz" 15-0" 10'-0" 12'-0" - number name floor walls ceiling 46Y4" 33" 3" 33" 43Yz» 15" 33" 3" 33" 3" 33" 65,7 33" 33" 33" 5M 25l¢" 33" 33" 25 " 31 " material undrlaymnt base material finish material finish X2 YI 33 33 437¢ 1 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT 1.�" 3' 3" 3" 3" apartments kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 3354 3354 21 p = carat carat living carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT , ' hall carpet pad 1x4 wd GWB PT GWB/GWB/resit channels PT = 3354 33M o csmt cemt hall closet carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 3354 3354 3354 d 3354 3354 3354 bederoom carpet pad tx4 wd GWB PT GWB/GWB/resil channels PT N =a 3354 3354 bedroom closet carpet carat carat carat carat cent carat "�` carat tarot = rp pad 1x4 wd GWB PT GWB/GWB/resil channels PT laundry area sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT bedroom 14'-8Y2" 9'-1" 11'-8X�" LO bathroom sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT .I 2 bedroom entrysht vinyl APA PWD 1x4 wd GWB PT GWB GWB resil channels PT natural gas natural gas / / 3 " fireplace fireplace type B entry closet sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT 27" 32" 48Y4 36» 15'-2" see J/A15 see J/A15 apartments study kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 4 io N bedroom = living carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT o -I I i living n g -' -' living study/bedroom carpet pad lx4 wd GWB PT GWB/GWB/resil channels PT a o 0 36" 42" 32" 26» U hall carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT M 3080 4 " bederoom carpet pad 1x4 wd GWB PT GWB/GWB/resil channels PT 8'-0" 48Y4" wing wall wing wall a box column box column bedroom closet carpet pad 1x4 wd GWB PT GWB/GWB/resit channels PT of Closet hall M box beam M box beam U see H/A14 / laundry room ant vinyl APA PWD tx4 wd WR GWB PT WR GWB/GWB/resil channels PT i[) b4" 347¢" 271 " —cr t� o a see H A14 crpt = bathroom sht vinyl APA PWD tx4 wd WR GWB PT WR GWB/GWB/resil channels PT i� _ — — — I l = C t vinyl a N N a sht M w d e _ �' kitchen kitchen �ln� 3oX�" 3s" SoX�» 3s" r—o" a N / 15 up r N N c r 3:9 vinyl I 3080 7;Y �1 eF I °g 00 Apartment Appliance Schedule " 2#» 36" 4,� eo" Is°k Rs�in 74Yz" , e, �t 190)) I I U 3080 t aC' ?C' crpt3480 pa el t c w uz Co quantity description manufacturer model ' aht a elect Ictr L�dw tr r� r� c dwf� ctr) sht sht B o vinyl a� p° I I N = N I I iV 3 2 vinyl vinyl Laeco oo 23 electric oven/ range Whirlpool RF263LXTS _ r� _ 2 ADA electric oven/ range Whirlpool GY397LxU O r m sLj 0 30 $ �� bath o a is I r7 atal bath °� 30x30 " 30x30 " ( M o � a tc = o II n r7 refrig / Q a a refrig _ u -" II atal I o o 25 microwave/ hood fan Whirlpool WMH1162XVS oven a ro �O o oven m : I io o v� Q. 25 dishwasher Whirlpool DU850SWPS = we — 18" range d� �b rang 18" � :w:/]d we 25 refrigerator Whirlpool W6RXNGFWQ a Ira Iav N If pantry tr N c pantry e = ❑ lov tin 25 clothes washer Whirlpool WFW8300SW 4Yz" 4 25 clothes dryer Whirlpool WED8300SW 37%" 1204" 42" 43Y4" 40" 2 Y2" 5 " 26 " �" 36" 42" 24Y4 37%" 13 natural gas fireplace Fireplace Xtrordinair FPX 564 Space Saver Gas Fireplace 12'-3Y4" 5'-11" 8'-11YZ" 8'-6" 5'-11' 9'-1" 5Yz" 1) See Mechanical Drawings for Plumbing Fixture Schedule, See Electrical Drawings for Light Fixture Schedule. 2) Whirlpool WED8300SW clothes dryer available through Costco. 51Z" 3Yi" 3Y2" 5Y2"3) Provide electronic spark 'green smart option" for Fireplace Xtrodinair FPX Space saver Gas Fireplace (no standing pilot light). OL1,14 edroom Type B Interior Apt B 2 Bedroom Type B Interior Apt '=1'-0' < sir j of 9 ) 1/4'=1'-0' C sinllar of 2 ) 5 4 2x4 framing 3 2x4 framing 5h" 8'-6" 3 " 5-11" 3 12'-3;Y4" WF 5X" 8'-6" 3 " 5'-11" Wr 9'-1" 3j" 11'-8X" 5Y2" (2) layers 5/8" *1 (2) layers 5/8" 493fin 26X" 40" 43Y4 42" 24Y4» 34�" 497i(3» 26Yz" 40" 36" 42" 24Y4 37%" °i type X GWB °' type X GWB �`�--� .� �i Box Beam at 1 x10 from 1 A 0 Q� Third Floor ., a » _44 " _ to gy4" 3/4 quarter 7}�" 3/4" quarter N " p 18 Y eh lin N " Pon r ah » round round pantry tin CC3 FID Y r- El o 3v w r7 W0 = o 30 = r7w/d g- F = M © ov 30x30 $ I cat o� roov Pef w `° o O " " = ra ge refrig bath ae Fs rn Co _ ra ge m bath 4s os Fs h ip SY4 PSL beam 3 PSL beam a � rn o a l` u7 a N N ctr o a owtc �sht dnylstalla d ctr elect vinyl 3080 stall a M d = M 30 aht 1A crown ( ) y / (2) layers 5/8 c 39Y2" anal N % 2 la era 5 8" 1 x1 crown 33 2 » " rn rn a " " _ . a « 3480 elect > Q,� v trim (typ) type X GWB trim (typ) type X GWB o 30 4Y2 » �C' 0 30 t � Closet '4 sink a 7�4 801 7 ao M mg panel = I I ^� 24" �. — III ht w/d M sink _ 30 36" 50Y2" 36" s' 7'-0" Q� 1x10 23Y4 from 1x10 = c _ kitchen hall 5" Y4 " a N kitchen sht h ll crn M a N C sht 3 3/4" quarter 3 5 3/4" quarter _ _ _ '�°� = 2 7¢" 34Y2" 34 =�°N = a 3oeo CC3 round round N "' crpt _ a Nt 1 x2 wing wall 8'-0" I win wall a - box column to box column , .° box beam Closet box beam H LO see H/A14 3080 M see H/A14 36" 42" 32" 26" from 1 x6 from 1 x6 to �o N LIo all sides " 3/4 quarter 3/4 quarter _t _I I I I 9 round 1x4 round ;.� E IlVing o 1x4 ►� „ g M xE living study bedroom „ continuous 0 1 continuous from 1x10 1 GWB at wall 1x8 36" 48Y4" 32" 27" = o GWB at wall a ;,� ,rn 14'-8)k" 12'-3�'4" tO +� 14'-8Y2" 9'-1" 11'-8Yi" Mn M ,9 � from 1 x2 from 1 x2 over 1x4 1x4 bedroom "' °D over 1 x4 1 x4 :� kin Date: 3354 3354 3354 = M54 3354 3354 ; 3354 3354 IFC chair air rail 5Y4" chair rail 3 " o carat carat csmt N camt csmt camt = csmt cwnt 01/15/10 11 " ( �) in Note, 11%" (tom) M 3354 3354 all wood carat carat GWB stain grade GWB 8)F 3" 3' 3354 3354 8)r 3„ 3" " " hemlock aamt cant 3 3 33" 33" 33" 66l¢" 3'-7}¢" 2'-9" 2'-9" 3'-10Y4" 33" 33" 33" 66Y1" 25YL" 33" 33" 257¢" 311¢" 33" 33" 437¢" - L_ .1 L_ 114Sheet: from 2x6 framingNote' 2x4 framing 3" 15'-0" 10'-0" 12'-0" see C/A11 for typical base 15'-0" 13'-2�4" 37'-0" A 13 Corridor Beams and Decorative Columns 1 Bedroom Type B Corner Apt 2 Bedroom Type B Corner Apt E 3/4'=1'-0' C 1/4'_Y 0 C sirlllnr of 9 > D 1/4'=1'-0' C sir�ilar of 3 ) 28'-8Y4w 37'-0" Room Finish Schedule 13'-2;4" 15'-5)k" number name floor walls ceiling w . 3» w r " w " " " » " " 3" " w 46Y4 33 33 43)2 15 33 3 LL 33" 3 33- 65Yz" 21 Ki 33" 3 33» 3 33" 79" 33" 3 33» 57" 33" 33 43l¢ material undrlaymnt base material finish material finish 1 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/read channels PT 3354 3354 apartments kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT cent cemt living carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT hall sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT laundry area sht vinyl APA PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT 3354 3354 3354 3354 3354 3354 3354 3354 3354 bederoom carpet glue dwn 1x4 wd GWB PT GWB/GWB/resil channels PT csmt camt caret cernt camt csmt t csmt cernt camt bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT = bathroom sht vinyl APA PWD ix4 wd WR GWB PT WR GWB/GWB/resil channels PT bedroom 2 bedroom entry sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resil channels PT 3 » n fireplaces natural as 9 type A entry closet sht vinyl APA PWD tx4 wd GWB PT GWB/GWB/resil channels PT — — " " see /A15 flraJ/Ace l lace apartments —3�'4 15 -2 aee J/A15 kitchen sht vinyl APA PWD 1x4 wd GWB PT GWB/GWB/resit channels PT " 3 " 15'-2" = 9'-1" 12'-2" living carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT SOY4 —64 to N study/bedroom carpet glue dwn ix4 wd GWB PT GWB/GWB/reed channels PT 21)r 38" living l _I living o I Study 4X. bedroom hall carpet glue dwn 1x4 wd GWB PT GWB GWB resit channels PT — 0 U / / — 38 20 —78— I bederoom carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT o Closet I wing wall wing wall a bedroom closet carpet glue dwn 1x4 wd GWB PT GWB/GWB/resit channels PT iv N c t = box column box column c box beam box beam m I U laundry room sht vinyl PWD 1x4 wd WR GWB PT WR GWB/GWB/resil channels PT vinyl M see H/A14 = : see H/A14 bathroom sht vinyl PWD 1x4 wd WR GWB PT WR GWB/GWB/resit channels PT dr r _ —fit o o —_ — —_ crpt— = — �— — — — J �^ hall %In+ kitchen N N �, �" _� coo 00 = r N N kitchen ms` I �' closet 00 N 36� er �w L 38„� I ILO 27YIn Ltr 41" 1 X- 38" 16 — 00 — r . . I 30" • = 30" r l dKzr aC' 22 48 18 ADA Toilet Accessories (— sink :E M �0 M M sink 74 gg = panel —L elect oo linen M y 3 Grab Bars: Bradley 800 series linen — — 9Yi" Z4 a I crpt —a Toilet Tissue Holder: Bradley 505 — elect ,00 �' n ctr I aht N 0 iC07 ADA Undersink ° ADA show r I panel ctr I 4dw I N rt = N car dw� o D 2 a y a"yl LaoA383BB eFs ,w�i °' N Lasco 3636 .- o toilet Pipe Insulation: Brocar Trap Wrap =�218 Mirror. Bradle 780 =� wADA opt s N N dryer w ADA options o �"1 ,y �. In install per $_ " 30X30 " 30x30 "- (]µµ h i all per mfr. Cd pq o ADA Toilet: see Mechanical �C ( —oLr i0 30 18" I` J — I c o N r` ADA Sink: see Mechanical I = '� m refrig / Q Q refrig t ---III n •+ oven 0 0 0 0 oven (or approved) `o o we — LP 8" range "� r7 � rang 18„ — foldi g washer YVe � O° `nN NNote: i ntry r N c pantry s ctr ,.� . for Toilet fixtures N aC 36" 6 see Mechanical drawings 4)r 26 " 40" �F 0 491�" 42» 52 » 40" 2 �" 4511 Y4" 42 55)j" 88" — 8'-6" 5'-11" 12'-3�'4r 8'-6" Ir 5)k. 3). Wr 3)! . 5V @f1L144'r=Y-V Toilet 208 Flan 12'-10" 5'-11" 9'-3» Tollet 119 slMilnr A 1 Bedroom Type A Interio�rA pt B 2 Bedroom Type A Interior Apt 1/4'=1'-0' C typical of 1 ) 1/4'=1'-0' C typical of i 70=� 8B" 70" 18" ADA semigloss 40" grab bar 6" paint over 42" ADA WR GWB 12 grab bar mirror X-8 1/2" 43• 3'-8 1/2" 36" ADA ADA hand �'wrt ed grab bar sink & thinbrick veneer Cd � Go hardware o install per mfr • _ _ ' ADA M E undersink c) = 5/S" type X WR GWB T^ water pipe N o to 2 N ( O I or cement board V 1 4-21 closet I insulation l t sisue let �18" �, 52" (,18r L cove base 0 _ _ _ 56"x 8"x 2»thick 13%" 2x4 framing holder granite mantle Lobby side only o, rn7Ft (2) layers 5/8" r� ADA Toilet 208 Elevations 4x6 see—through gas fireplace 4x6 e X GWB ( D ) HEAT & GLO ST-36 front as selected by owner 1/4 e—-11—0a Tollet 119 slf9llar 12x12 stone or porcelain tile from 1 X8 CIS 60 over cement board undeloyment 5" 12» 10'-00 12" 13 round quarter r 1 resident mailboxes front loading brass = Salsbury Industries model 2016FL w/ ?� clear windows & peripheral trim coordinate options w/ Owner soldier course beyond u7 o —PSL Beam w/ wrap from 1 x6 3 4" quarter, 1x1 hemlock trim box beam 2x4 framing round align w/ beams & soffit 5Ji" 2x framing w/ G 44 column w/ wrap continuous1 ll from 1 X8 from 1x hemlock TL 2" granite mantle = Date: h Lse n er P Plam counter to corbeled brick suppurts w/ Alder nose El TTI `�' w/ soldier course between 3/4" hemlock veneer PWI1FC 1X4 01/15/10 L see—through gas fireplace over 3/4 PWD base GWB _ 3 " N HEAT & GLO ST-36 1x6 hemlock nose " _ _ ;n front as selected by owner 23 u7 e° M soldier course base 1x4 trim Note: align face ^ 5/8" GWB front all Wood to be typical base stain grade 2x4 cripple wall 35�" 35 » 6'-31/4" 24" 30" 24» " 18%7 22Y,' 22Y4" 18�i�» Sew hemlock Sheet: seat seat 2" BC BC BC 1 9'-3 1/4" 82Ne" 2" 83�; varies 2x4 framing A 14 E Lobby Wall F Lobby Fireplace C Window Seat H Apaatrment Column/ Wingwall 3/8'=1'-0' 3/8•=1'-0' 3/8'=1'-0' ` 3/4'=1'-0' s 2'-2 5/8" 1'-11 3/8" 24" 30" 24" 12" 30" 12" 3 2636" 3%" 29Jb" 3/4" T&G hemlock soffit WC WC WC WC WC WC WC non—rated soffit under ceiling mechanical soffit ;ye GWB front o� o, c, •0 ` 1 + ?�• R 1x1 hemlock trim N 3 II II ❑ ❑ ye typical at Corridor & Lobby R R recessed can light micro " wall mount • a 1 1/2" dia grommet wave fire extingu sher jr t 3/4" hemlock PWD top aqo 1x2 over 1x4 chair rail Plam backsplash w 2x4 framing i °D typical at Lobby & corridors Plam counter m I °° 00 refrigerator 1 hour rated shaft co O parallel o 0 7/16" OSB (2) layers 5/8" a o 0 o I II approach CI'11t71neY type X GWB shaft from concrete floor M " M 0 washer range ;� Ito (3) 8" dia. VTR continuous all sides • dish oven/ R • 2 through roof 1x4 base w/ 3/4 ry0� + fire tape only quarter round shoe 0 provide firestopping at flue penetrations 7 Or 1" 12" 36" 330W 24• 24" 30" � 24��, 2��, 30��,12�_ 1�" L24-1 57�" 24�[12" 18" 29X" 36" 1120 5/8" 2x6 framing (flat) BC 1" DB SB DW BC Range DB BC BC WC refrig 3 " BC ype X { GWB T e B Entr Type B Kitchen 50 " • Y P Y .� 42Y� 4x4 ceramic tile A i— i_ • B e— 0_ • �+ over cement board 3/8 -i 0 3/8 -i 0 U p l a n soffit to Laundry laundry/ 1" 41Y4 1" laundry/ 1" 36" i" 36" 1" 18 37" 2 BR apt only 17 " • whole house whole house 42''4 WC WC WC soffit to Laundry bathroom exhaust exhaust exhaust exhaust% 34"dp 34"dp 2 BR apt only intake grill r--� 33?" deep °f 33r deep soffit ` o, !6 — — — — O ® N / " rmm� `� 00 5 8 GWB soffit '�'+ coorinate rr l� „ PLAM over recessed lights w/ shower V a 2 BR apt only 3/4 PWD base block for �+'^ 2x2 oak nose 4" Plam backsplash future 42 x42 37 W r ^ • _ _ _ dryer • dryer 42" ADA mirror Lasco Losco o 1x4 oak trim Plam counter w/ grab bar 12" 4836—BFS 4836—BFS Alder nose & trim ADA acrylic t acrylic00 Fr water b a — _ closet M shower °D shower stall c c • R� 4x4 ceramic tale n ^ o ' o 0 o stall w/n grab bars yC over cement board O O M ashe ashe is ro = / typical base M n Ell M R o '�'� a type X M FF shoe only °r m ❑ H ❑ GWB at recess _ • 1" 1" g• 1" 1 1 1 no recess 36 Fireplace Xtrodinair 13Y4 27 L 27 36 holds 1. % FPX Space Saver gas fireplace 1" 1" set in grout WC open WC open BC 18" 24 [9' [ 24" L9' 23Yi 18" elevation front as or ear selected by ownernt as 34"dp 34"dp 34"dp DB SB DB WC coordinate w mfr 1 BR Apt 2 BR Apt 18"dp 18"dp Apartment Fireplace Type B Laundry D Type B Bathroom J 3/8'=1'-0• 3/8'=1'-0' 3/8'=1'-00 2'-2 5/8" 1'-11 3/8- 24" 30" 24" 12" 30" 12" 3 2636" 3%" 2976" 3/4" T&G hemlock soffit WC Oe WC WC WC WC WC WC non—rated soffit under ceiling mechanical soffit GWB front a, `o, rn rn � II � R a M ix1 hemlock trim a 3 a ❑ ❑ a d typical at Corridor & Lobby R I II recessed can light micro wave n wall mount � `t 1 1/2" dia grommet fire extingu sher I I °d' ��•.�•�i 3/4" hemlock PWD top �F R sink ANSI 117.1 �° `V • n 1x2 over 1x4 chair rail Plam backsplash sink ANSI 117.1 Y work su ce • work surface work surface R 1003.12.4 1 .� 1003.12.4 I I ANSI A117.1 °r typical at Lobby & corridors Plam counter rn rn ANSI Al .1 bo ,n ANSI A117.1 �1003.12.pjjao refrigerator 1003.12.31003.12.3parallel o approach �T/�� ., undersink dish oven/ 0 0 �' V 1 R XZ R R LEr) X R X= t v rn R v c " M M pipe insulation v washer range i� n M i' c 0 M E 6n Ei O N a 1 x4 base w/ 3/4 E parallel parallel aI I a E o0 quarter round shoe 0approach approach 0 O 18" 30" �30W24" 24" 30" �, 24" 112- �, 30" [12- 24" 57)67 24" [120 �, 18• 29�" 1 3ON 18" " --� � 1 DB open DW BC DB ape A Units: BC WC refrig open ^ Owners option In compliance with ICC/ANSI A117.1 1003.12.4.1 exception 2 50X" 0, Cd ?w1�•� E Type A Entry F T y p e A Kitchen Provide removable casework and continue floor finish under casework 3 R at kitchen sink and work area �� ll 3/8'=1'-0' 3/8'=1'-0' V F� 9,wall " " laundry/whole house soffit at 18 soffit to Laundry bathroom exhaust 52 exhaust 1 BR apt only 2 BR apt only intake grill soffit rn align face 40• le AD r16c- Xrecessed lights wall at 1 BR apt only " 2 BR apt only BC at 2 BR apt only 42 ADA ADA transfer grab bar 42"x42" type shower `�R B " 36" ADAAD sink &A hand mirror I ADA option 4 Plam backsplash Plam counter w/ 12" grab barhardware install per mfr Date: "� Alder nose & trim � IFC 0 0 01/15/10 R R R M ashe dryer BC at all Type A opts • o M ,�,� S ADA E watera.,,, , T7closet 1" 1" 1" toilet undersink recess conc 1 27" 27" 1 tissue Sheet: holder 1S• pipe 40 for shower stall 57" IAN _� insulation set In grout 1" BC open Be coordinate w/ mfr A 15 340dp 34"dp Type A Laundry H Type A Bathroom s _ sole plate secure per sole plate secure per sole plate sole plate secure per sole plate secure per shearwall schedule shearwall schedule shearwall schedule shearwall schedule 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr 3/4" PWD subflr—finflr adjacent floor 3/4" PWD subflr—finflr adjac nt floor at some at so e locations locati ns T.T L 11 7/8" TJI pro 110 . _ 11 7/8" TJI pro 110 11 7/8" TJI pro 110 CAD 16"oc 11 7/8" TJI pro 110 ® 16"oc w/ sound batt insul w/ sound batt insul secure to LSL secure to LSL between between w/ simpson HUTF w/ simpson HUTF Li 11 J"x1 J" LSL blocking 1 3/4" x 11 7/8" LSL__X 3/4" x 11 7/8" LSL continuous 11i"x1i" LSL continuous between joists at secure at each end secure at each end secure to to late intermediate bearing 11 7/8» TJI pro 110 P P g w/ sound butt insul w/ simpson HUTF w/ simpson HUTF w/ simpson L50 ® 16"oc secure to top plate w/ simpson L50 ® 16$1oc between fire tape & finish fire tape & finish fire tape & finish fire tape & finish fire tape & finish double 2x6 to late double 2x6 to late double top plate P P P P 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 U (1) layer 5/8» type X GWB (1) layer 5/8 type X (2) layers 5/8» type X continuous to underside continuous to underside cl 1 hour fire rated 1 hr fire rated flr continuous to underside GWB each side GWB each side -) / g or 1 hour fire rated continuous to underside continuous to underside .� floor/ceiling or roof/clg assembly floor/ceiling or of floor above of floor above U roof/ceiling assembly roof/ceiling assembly roof sheathing (or) roof sheathing (or) 2x6 studs 016"oc 2x4 studs ® 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"oc 2x6 studs ® 16"oc 0 � N 2x4 studs ® 24"oc R-21 batt insulation R-21 batt insulation o o sound batt insulation at exterior locations at exterior locations U Q (not shown) (not shown) b PT sill plate secure per PT sill plate secure per PT sill plate PT sill plate secure per PT sill plate secure per w o 0 shearwall schedule shearwall schedule shearwall schedule shearwall schedule 3 641 a ===Ll o rig o. General Fire Barrier Note: Note: at First Floor Walls ONLY this Wall Type to have 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 1hr Fire Partition 1hr Structural Wall Nonrated Partition 1hr Fire Barrier 2hr Fire Barrier A 3/4'=1'-0' D 3/4'=1'-0' C 3/4'=1'-0' D 3/4'=1'-0' E 3/4'=1'-0' General Note: At Contractor's and/or Building Officials request the vry w. Architect shall provide detailed double top plate rF =' information specifying the PWD sheathing over attachemnt of the gypsum (1) layers 5/8" type X Gypsum Sheathing VFW wall board and/or gypsum " sheathing as required by IBC over 2x12 rafters or framing 0 16 oc � table 720. a UL Design, or a GA file. � wJ l br ba�Yr 1 hr basbr 1 M bmlr t as J/A10 as J/A10 M J/A16 �•1 • 11��11 existing apartment Cd iv VIR w tlaR (2) layers 5/8" type X GWB V 1 f " " 'F 'r MD/A1e:'C/A3 underside of 2x12 rafters 0 16"oc �J r Or OF W General NoteLr : " The typical ceiling consists of (2) layers 5/8 type X GWB �� J rE " each side of 2x6 studs ® 16"oc �•"j ° (2) layers 5/8 type X GWB "'" ° ° a VM ° ° ° ° ° ° vm ° to underside of roof structure continuous to underside ,,,,,kris, » of 1 hour fire—rated connection ^ r/,mod an aA at 24 oc. The typical roof assembly bIX"„k„�,ba,,,, floor/ceiling consists of(2) cd Ws dw1 layers 5/8" type X GWB to Nate: ° ..a0r Am °,�,,, ° ' "'«o°iA e ° ° VM underside of RC-1 channels * Per IBC 705.6.1 the Fire Wall is permitted to teminate :.:oi�+bsa"a ° 24"oc to underside of floor at the underside of the roof sheathing of the lower " roof provided: jstructure 016 oc. 1) The lower roof assembly within 10' of the wall has F F not less than a 1 hour fire resistance rating and the entire length and span of supporting elements for the 2x6 PT base plate rated roof assembly has a fire resistance rating of v F v,,, not less than 1 hour. 2) Openings in the lower roof shall not be located F I F ° ° ° remodeled apartment within 10' of the Fire Wall baNrioam M°R 1 hr e"barb ar rw b/Am raraR r».aR existing 4" concrete Ll 1 br�� «hr ft bbar�a foundation slb—on—grade over 6 mil VB Date: IFC crosshatch indicates 01/15/10 compact gravel base VFW rn. as directed by Engineer IYsi� vry Abbreviations: Retaining Wall Hatch Indicates extent of Non—Rated Soffits on Third Floor see D/A2 Soffiting at First Floor and Second Floor similar RH Range Hood Install under continuous 1 hour rated ceiling or floor/ceiling assembly BF Bathroom Fan Sheet: See sheet A15 for dimenslons and coordinate with Mechanical LF Laundry Fan DV Dryer Vent ViR Vent Through Roof M Vent Through Wall A 16 Third Floor Sof fit Plan MP Membrane r stopping Penetration ' GWhale House Exhaust 02hr Fire W a l t 17 17 17 17 condenser pad below I I 3'x3' concrete ad for condenser Note: hardi plank siding � P Install shooting and building paper (I over building paper metal gutter downspout 12—0 4 cocnrete slab—on—grade before removing existing roof shooting N over 7/16 OSB shth w/ flashing to storm drain and protect from the weather " 5 1/2 sack minimum I I 12 —0 w/ 6x6—WI.4xW1.4 WWF over 2' damp sand casting base — 1*04 — — provide 6 mill. vapor barrier over 6' min. compacted gravel base protect existing II I 2x6 st ds O 16"oc See Structural Notes roofto a ul ment / for lac ement of control ints P 4 P /l w R21 butt i ul between Fiberglass—Reinforced Shingles 2x6 overframing / I P Io(I or step trusses w/ 5/8 ype X GWBalign floor level with close A, high definition, laminated �� I6x8 DFL#1 ove 4 mil V.B. existing Dining Room slab �e� II30 year min warranty window head to match existing roof roof truss O 24"oc see sheet At for extent shing�a over ridge vent / 6/12 pitch remove condenser for I of new concrete sidewalk ffcdiningo existing Dining Room HVAC o t7 - — �— �� tog co 1 E relocate other condoner I I II I l I I I — 7 N Existing Kitchen a Zi2z n ( M N t� see mechanical Drawings I N t� _ cb� Dining \I gable end truss (n0 work) cpt A I 12 wd x 6' dp cone. strip ftg V drip flash rake w/ (2) #4 bars continuous P Q fey Expansion Kitchen \ \I I I 6x8 DFL1 0 °' a I I align w/ bottom of exg ftg II I below I window head .1 ^ I assume 4' stemwall U II I infill existing 4'x2' window (7A 6 cone stemwall remove exg roof shth I flat clg I w/ #4 bars horiz O 24'oc max a etch to match la into 6 x10 opening for rafter for P at Kitchen — 6x6 N w/ #4 bars vertical O 480oc P sidewall n n access and ventilation Kitchen shingles sloped d altemote bend at ftg 6x6 let into 24" " � v 00 below I sidewall F 5 1 4" x 11 7 8" 3 1 2 x 9 1 2' F existing wall P g o F o F 00 / / — / / 10—o I —� KITCHEN I I —� flashing t� 2.0 E PSL beam PSL beam t� 6x6 let into — � c downspout to storm drain at 7'-2" off 2x6 rafters O 24"oc existing wall 6x6 r strap each end metal gutter w/ flashing w sim son CS16 / P 8—0 align w/ 24" rT� !� >;to remove exg wall I 1+1 existing wall above — 12• existing 10'-0" .^�. 10 new rooftop HVAC new roof line to remain 10'-5 remove , ' c span existing see Mechanical i-I 3 Diningnonbearing DINING Dinin Existing Dining wall o 0 g below v� a below (no work) 00 QLof Plan Roof Framing Plan Floor Plan FoundationPlan 1/s•=1'-0• C 1/s•=1'-0• B 1/s'=1'-0• A 1/8•=1'-0• Fiberglass-Reinforced Shingles 2x6 over 2x6 P.T. sill late class A. high definition, laminated plate 5/8 A307, grade A� Anchor Bolt ® w 30 year min warrant secure w/16d ® 3 oc 48 o.c & within 12 of all ends w/ / y new rooftop HVAC new roof to match existing building 4" cocnrete slab-on-grade nut & 3"x3" washer to match existing roof on curb w/ flashing rake boards & flashing to match existing building continuous ridge vent w/ 6x6 1.4x1.4 WWF over 7" min. embedment existing attic see Mechanical (paint to match exg) F2" dam sand costing base 15/32" PWD sheathing P 9 metal flashing (no work) existing 9 exterior light see over 2x6 joists ® 24"oc roofElectrical Drawin s slab sealer adhere polystyrene insulation w 5 1 2" solid fill rigid g adhere to stemwall / / g existing insulation betewwn joists roof = stockpile topsoil and backfill align with existing roof ' 00 slope away from building 2% min framing and match slope infill existing metal gutter relocated condenser 6 mil vapor barrier 4'x2' window (2) layers 5/8" existing ®®® tes ®®® and downspout overlap joints 3 ft 4" PVC storm drain patch to match type X GWB ove match Tine = _ Dining Room existing min and toe ao rn at Kitchen a P U. backfill 2x6 joists 024'�oc >, Kitchen I I = 6 min compacted b� 5 8" type X G over 5 8 minus ravel base #4 bars horizontal O 24 oc / � yP / 9 exg siding to remain 2x4 s horiz 0 24Toc 1 vrJ 6'-0" L 28'-0" field verify depth #4 bars vertical O 24"oc existing Kitchen 'o " align top of footing alternate bend at footing g concrete floor w . t� 34-0 12-0" with existing (no work) slab sealer new addition °D filter fabric & drain rock 4.4 P Hardie Plank siding over building paper (2) #4 bars continuous 4" perforated foundation drain 31s� 12" T� align with existing building (paint to match exg) slope 2% to discharge 2" damp sand R-21 bott insul profile and exposure to match and V1 casting base West �ELevation South Elevation Foundation Detail Building Section °emo� toP soil H J K F provide 6" min. / 1/8•=1'-0' 1/8'=1'-0' compactgrovel base see detail K A17 t—a new rooftop HVAC �1 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 ® 24"oc w/ 5 1/2" solid fill rigid ridge vent ridge vent insulation betewwn joists match existing rake align with existing roof framing and match slope unhE 3ted 4 ttic unheated attic R-38 butt insul archi ec to vertf if m har 1 architec to verify if mechanical existing attic attic ventil tion i nee sar R-38 butt insul attic ventilation is necessary with annul stop (no work) y to maintain 2 clear fascia & gutter (2) layers 5/8" to match existing (2) layers 5/8' R-21 butt insul type X GWB over type X GWB over wd trusses O 24"oc vented shear blocking exg siding to remain wd trusses 0 24'oc rn Date: to match existing 5 install beam (2) layers install beam = dining = ; TIC existing remove wall 15/8" type X dining °f °' addition °' axi 01/15/10 = GWB o, R-21 batt insul of 5/8" type X GWB over o °' u Dining Room I I addition 2x4's horiz ® 24"oc concrete floor w existing Kitchen existing I I align / (no work) concrete floor w/ concrete floor floors slab sealer slab sealer Sheet: existing0 0 thicken slab 2" damp sand 2" damp sand R-10 rigid insul foundation casting base R-10 rigid annul casting base secure w/ bar g 9 � �"J dowels O 1 "oc over 6 mil V.B over 6 mil V.B / Lremove top soil 0 Lremove top soil 0 provide 6" min. ETsee detail K/A17 provide 6' min. / J Building Section - - "�� ""���-�' """ P P g see detail K A17 Building Section cam at:t ravel base ._ . . 12'-0" n114..=,.-."` Y4 , 1 hour 1 hour 1 hour fire-rated telling assembly fire-rated fire-rated ceiling ceiling assembly assembly 2x6 etude O 160oc 7/16" OSS sheathing R-21 butt insulation applied vertically w/ x6 2 etude O 16'oc 07/16" OSB sheathing 4 mil VB inside face edges over framing or blocking R-21 batt insulation applied vertically w/ secure to framing w/ 6d common nails 4 mil VB inside face edges over framing or blocking O 6` oc panel edges and 12"oc field secure to framing w/ 6d common nails (minimum nailing see structural drawings) O 6' oo panel edges and 120oc field 24 etude O 16'oc (minimum nailing we structural drawings) (2) layers 5/8" type X GWB (2) layers 5/8' type X GWB sheathing R-21 butt Insulation 4 panels applied horizontally or vertically 4 panels applied horizontally or vertically 4 mil VB inside face 5/11 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, 4 panels applied vertically 4 panels applied vertically 1 7/8 long, 0.0915 shank dia, 1/4 dia heads 1 7/8 long, 0.0915 shank dia, 1/4" dia heads 5/8" type X GWB secure to framing w/ secure to framing w/ spaced O G'oc to all framing spaced O 6"oc to all framing 4' panels applied vertically 2 1/4" type S drywall screws 2 i/4" type S drywall screws secure outer layer w/ 8d cement coated, secure cuter layer w/ 8d cement coated, secure to framing w/ 7/16" OSB sheathing spaced O roc to all framing spaced O roc to all framing 2 3/6" long, 0.113 shank dia, 9/32" dfa heads 2 3/8' long, 0.113 shank dia, 9/32" dia heads 4-a 2 1/4' type S drywall screws applied vertically w/ Joints to be covered w/ Joints to be covered w/ spaced O 8`oc w/ vertical joints over etude spaced O 8"oc w/ vertical Joints over studs spaced O roc to ell 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 joints to be covered w/ secure to franing w/ 6d common node tape and joint compound O 6" oo panel edges and 12"oc field cement board siding cement board aiding (minimum nailing see structural drawings) over building paper over building paper V 1 hour fire-rated cement board siding 1 hour fire-rated install per mfr. 1 hour fire-rated floor/ceiling assembly install per mfr. floor/ceiling assembly over building paper floor/ceiling assembly install per mfr. fo!l It 00 W continue GWB to underside of GWB continuous to underside of floor above%. GWB continuous to underside of floor above, a- 1 Q 1 hour rated ceiling assembly roof sheathing, or 1 hour fire rated shaft lid roof sheathing, or 1 hour fire rated shaft lid v , Exterior Wall per IBC 704 Fire Barrier per IBC 706 Fire Barrier per IBC 706 W CA 3 0000 1 hour fire rated assemby 1 hour fire rated aasemby 2 hour fire rated assemby rated from inside (fire side) rated from both sides rated from both sides p Complies w/ IBC TBL 720.1(2) item 16-1.3 Complies w/ IBC TBL 720.1(2) item 15-1.13 Complies w/ UL Dosing No. U301 i-r 3 `✓ Compiles w/ UI Design No. U356 Complies w/ UL Dosing No. U305 (GWB sheathing intercangeable w/ wallboard) (GWB sheathing intercangeable w/ wallboard) p o o rn o. C/Ail Typical Exterior Wall D/A161 Hour Exterior Wall 2 Hour Exterior Wall 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. TdeG, subflr-flnflr, Installed at right angles to joists Construction Adhesive conforming to ASTM D 3498 applied to top of jolts all panel butt joints over joists. 1/2' (min) wood structural panels Secure w/ 8d common nails applied at right angles to trusses with Od nails (see floor framing plans) wood roof trusses (or) 200 (min) rafters O 24"oc 11 7/8' TJI pro 110 floor joists O 16"oc w/ 3 1/2' sound butt insulation between 4 mil VB_12� 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 Gwa PWD sheathing over Fasten perpendicular to Joints using 1' long type S screws BASE layer 5/8' type X GWB applied at right angles and secured to BASE layer 5/8" type X GWB applied at right angles to wood roof trusses O 2ece (1) layers 5/8" type X Gypsum Sheathing Chonele must be doubled at GWB panel end joints. RC-1 channels O 240oc w/ 1" long type S drywall screws spaced O 12"oc. w/ 1 Ile type W or type S drywall screws spaced O 24'oc 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 2eoc over 2x12 rafters or taming O 16'oc secured to RC-1 channels O 24'oc w/ 1 5/8" 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'Oc field and O 8"oc at the butt )Dints and 1 1/2" type G drywall screws O 12'oc placed 2' back on either aide of and Joint& 1 hour fire rated assembly 1 hour fire rated assembly 1 1/2` long type G screws must be spaced O 8"oc and Joints offset 24" from base layer joint& 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/ ESR-1153 4.17.2 Assembly B FACE layer must be finished with joint tape and compound. FACE layer joints must be offset 24' from base layer. apartment 5/A8 1 Hour Floor/ Ceiling eLl/ Hour Roof/ Ceiling 1/2'=1'-0' (typical 1st & 2nd floor ceiling) 2'- -0' (typical 3rd floor ceiling) (2) layers f 2 type x ewe Cd underside of 202 rafters O 16'oc Cr " � M �/ lztc T^ rll Per [Be 705.6.1 the Fire Wall is permitted to teminate at the 1 ode plats secure per sale plate secure per sole plate ode plate secure per underside of the roof sheathing of the lower roof provided: shearwall schedule shearwall schedule shearwall achedule a The lower roof assembly 10 an of the wall has not le than a 1 hour fire resistance ratingng and the entire length and span of 3/4" PWD subflr-flnflr 3/4" PWD subflr-flnflr 3/4" PWD subflr-flnflr 3/4" PWD subflr-flnflr ad t floor supporting elements for the rated roof assembly has a tiro �at Bar Is resistance rating of not less than 1 hour. locati no 2) Openings in the lower roof shall not be located within 10' of the Fire Wall 11 7/8' TJI pro 110 11 7/8" TJI pro 110 11 7/8" TJI pro 110 O 16"oc (2) layers 5/8' type X GWB (both sides of framing) w/ sound butt insul w/ sound batt insul secure to LSL w/ elmpeon HUTF 4' panels applied horizontally or vertically It 1 between between secure inner layer to framing w/ 6d cement coated, 1 d 11a"xt?" LSL blocking 1 7/8" long, 0.0915" shank dia, 1/4" dia heads continuous 111"x1>p' LSL continuous between joists at 1 3/4' x 11 7/8" LSL spaced O 60oc to all framing r 1 Ifl 11 7/8` TJI pro 110 secure at each end w/ simpson HUTF secure outer la w 8d cement coated, v secure to top plate 1 hour fire rated intermediate bearing 1 hour fire rated Y� / w/ sknpson L50 O 16'oc floor/ceiling or secure to top plate floor/telling or w/ sound butt inauI GWB continuous to underside of floor above, 2x6 PT base plate 2 3/8" long, 0.113 shank dia, 9/32" dia heads roof ceilin assembly w sum son L50 O 16"oe between doublet late / g y / P roof/ceiling assembly roof sheathing, or 1 hour fire rated shaft lid spaced O 8 oc w/ vertical joints over etude P Natc double tap plate NQie: single top plate double 2x6 top plate to underside of floor remodels joints to be covered w/ tape and joint compound Per IBC 708.4 fire partitions Per IBC 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 aides of framing) of 1 hour ceiling assembly continuous to underside 4' panels applied vertically 4' panels applied vertically 4 (both sides of framing) 1 hour fire rated secure to framing w/ secure to framing w/ secure to framing w/ 2 1/4' type S drywall screws floor/ceiling or panels applied vertically apace" O 7'oc to all framing 2 1/4" type S drywall screws roof/ceiling assembly 2 1/4' type S drywall screws spaced O roc to all framing spaced O roc to all framing existing 4" concrete joints to be covered w ints to be covered w foundation j° / 1D / Joints to be covered w/ sib—on—grade tape and joint compound tape and joint compound tape and joint compound over 6 mil VB 2x6 studs O 16'oc 2x4 studs O 16"oc XX 1 3/4' min and bearing 3 1/2" min Intermediate bearing crosshatch indicates sound batt insulation 2x4 etude O 24'oc crosshatch gravel base Date: compact 24 studs O 16"oc as directed by Engineer IFC PT sill plate secure per PT sill plate secure per PT sill plate PT spl plate secure per 01115110 shearwall schedule shearwall schedule shearwall schedule Retaining Wall 1 hour fire rated assembly see D/A2 rated from both sides A __ IL Complies w/ IBC TBL 720.1(2) item 14-1.3 1 hour fire rated assembly Complies w/ UL Design No. 1.1305 rated from both sides Hat1ill; Complies w/ IBC TBL 720.1(2) item 14-1.3 Fire Barrier per IBC 706 wIces 1) Walls Type PW3 to have 7/16" OSB to one aide of the etude Complies / UL Design 9 No. U305 1 hour fire rated assemby Fire Barrier per IBC 706 Sheet: Not°: prior to installation of GWB. rated from both Bides Complies w/ IBC TBL 720.1(2) item 15-1.13 2 hour fire rated eemby 2) Minimum nail epaceing Indicated. 1) Minimum nail apaceing indicated. rated from both sides See Sheorwall Schedule for nail spacing at shearwal& See Shearwall Schedule for nail spacing at shearwalls. Complies w/ UL Dosing No. U305 Complies w/ UL Dosing No. U301 A18 1 Hour Fire Partition 1 Hour Structural Wall Nonrated Partition 1 Hour Shaft Enclosure 2 Hour Fire Wall A/A16 B/A16 C/A16 D/A16 F/A16 i/2'=1'-0' (diagonal, hatched walls) 1/2'=1'-0' (horizontal hatched walls) 1/2'=1'-0' Cclear Interior walls) i/2'=1'-0' (solid interior walls) 1/2'=1'-0' (hatched wall at room 219> (at corridors & between apartments) Cat intermediate floor Joist bearino) , l Shear Wall Types -20061BC,Sels D,E,or F(3x for>350 plf ASD) Standard Structural S ifications — Construct]onCalc, Inc (CCI Standard Structural 5 ecifications — ConstructionCalc Inc CCI Min' Edges,blkg, Fastner Standard 5tructuraF Specifications — ConstructionCaic, Inc (CCI) I'� ) p ( ) Shear Wall thickness and Sheathing Maximum 5/8"ilia. 16d sole plate on One or Edges and sole PI. stud Nail Screw Spacing Anchor Bolt to floor Allowable shear _ Type Type of (Intermed is 2x size (E=Edge, s s 7) BA515 OF DF51GN -APPLICABLE CODES: barrier (designed by others) are recommended for all interior slabs. Both Sides spacing S acin trarain Sheathingtyp) F=Field) p g g U LOADS, a)This design is based on the IBC, 2000. All construction shall adhere to the minimum i) Contraction Joints. Contraction Joints shall be provided in all slabs at a maximum of 8 i I ! € 26oplf,seis PWI 7/16 Ply ! One Blocked 2x 16 OC 8d ! 6 E 12 F 48 in. OC 9 in.OC F i o m are the loads used for the subject desi n analysis: requirements of said code. Contractor shall be responsible to comply with all OSHA and feet on center in each orthogonal direction. Contractor may use tooled.Joints or 'zip , _. I 364 pif,wind a) olwg J 9 Y t ......_...... ......._-......--.. ....................._.............. __. -_._.....__.._ , .-. t._...._._...- _.... ........_...,_.._._.._,. _._ State Labor and Industries Standards. Contractor assumes full responsibility as to strips'. Light gage meta! keyed Joints are not recommended in slabs subject to ! I- _ ? ! 350pif,scis 1) Roof live load: 16 psf ix) Interior wall dead load: 7 psf P�V3 7/16' Ply I One �- Blocked I 2x 4 16"OC 8d 4"E 12"F 36in. 00 8in. 00 construction methods used, safety provisions employed, and the finished as-limit condition vehicular traffic. Slab reinforcement shall be continuous across all contraction joints. ! I ! 490 pif,wind n) Roof + ceiling dead load: 15 psf x) Stairs and exit areas live load: of the structure and related systems. ! T. ! " - u) Expansion (isolation)joints. Expansion (isolation)joints are required where new concrete PW4 7116" Ply i One Blocked 3x' ; 16"OC 8d 4"E. 1211,17 {{ 32in.00 bin, OC 380p1f leis III) Snow load: 25 p5f I OOpsf 8) COMPETENT CONSTRUCTION PER50NMEL: slabs are poured against existing concrete or masonry, and where shown on the plans. __.. :.:................. ......... _....._...,..._.....i............_...._..................._. i 532pif wind xi) Hallways and corridors: 100 psf Expansion joint material shall be asphalt impregnated fiber board or similar, %2 inch FW6 7116" P! ! One Blocked I 3x1 16'10C ! 8d 3"E, 12"F 26in.00 in.00 I 490plf seis iv) Floor live: 40 f a) Only competent personnel familiar with construction and safety practices germane to the y thick. i I 1 i I . } 686 pif wind xs) Public assembly and dining areas: project shown herein should be employed to assemble and construct the work. j--"'-"""-'—r""'-"""'•'"•_-'r-••••••-.--.•.--•• 1�--•-•••-••'-• � --•-.............-•••-• �•--•-•••--•--••--••-•--• v) Floor dead: 15 psf ! 6d cooler 100 psf ni) Construction (cold)joints.Where used the previously placed concrete surface shall be 9/8„ ! 1 9) TEMPORARY SUPPORT AND BRACING: 8vn i !6"a -4" nails or No. 6, vt) Deck live: 40 f clean and free of laitance. Reinforcin shall be continuous across the joint. Cold joints GW] { Both Unblocked : 3x ! 4"E, 4"F 6Uin. OC I gin.OC I 145 plf ps xui) Seismic Des Cat o D" 9 J J board OC 1-1i4 hVo, S I f eej ry: " 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 1 sc,ews i at) Deck dead: 10 ps _.....__....... ... ...._._...._..__. ' ...... ......_. .__..._._.._...._.,._,......-•--___......_... .........._:.._. _. _. xiv) Wind Exposure `C', 3-5ec gust: during construction. Design of same Is not included herein, unless specifically shown. constructed m this manner may also.function as contraction joints. ? i _. 6dgaly.nails -µ _ s0) Exterior wall dead bad: 10 psf 85 mph. Contractor or owner should check all temporary-supporting devices with a qualified 518"x 4' i d) Footing Drains. Footing drams, with washed drain rock or Mira Drain or equivalent extendmej :GN]V4 �P s Borh Blocked 2.r ; 16"or24" orNo. 6, i- 4"E. 7"F 48in. 00 6in. 00 person. Contractor shall be responsible for the adequacy of all temporary and/orsheaihin ' 1 € OC 7/4"WorS i 200plf 2) APPUCABIUTY OF THESE SPECIFICATIONS: to finished grade, shall be provided at the base of all footings and retaining wails which will g , t permanent support systems. I 1 1 I scre,vs have earth placed agamst them. Footing drains shall be 4" perforated pipe routed __. .._. .._._._..._.._..._...•.........._...._.._...... ............._....................... ............,......................._. :.:. a)These specifications shall be adhered to for all work addressed in this report. ....-• ......... _........_.. .:.........._.................. ........................__.......... b) Retammg Walls. Do not backfdl agamst retainmej walls until concrete has cured to at least downe3radient to daylight, unless otherwise specified. Footnote 1 Ply=CDx,GC,or Gp plywood. 088 of similar thickness and span rating may be substituted for plywood. b)Some sections of these specifications may 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: Double 2x nailed together with Vil at 3. OC staggered may 0 substituted for 3X or 4X. Position sheathing joint edges over joint of doubled 2x U ConstructionCalc, Inc (CCI). Use of these specifications for work outside of CCI's scope achieve this). For retaining walls that are to be connected at their top to horizontal floor Footnote 2 members,and apply edge nailing to each of the doubled Us. At sole plates,double top plates,comers,and edges of openings,stagger nails to evenly shall be at the sole risk of the Contractor. diaphragms, do not backfill against the retaming wall until such horizontal diaphragms are in a)Strength, Mix, Placing. All concrete, unless otherwise specified in the Plans shall attain a 28 distribute edge nailing to underlying members. 3) LIMITED SCOPE OF CCI-5 WORK: place and properly connected to the retaining wall. day strength of fc = 2,500 psi, and shall contain not less than 5-1/2 sacks of cement Sole plate nailing only applies to interior shear walls or exterior shear walls In which plywood sheathing slops at the bottom of a nailed sole plate.in cases per cubic yard. Maximum water/cement ratio shall be 0.45, and maximum slump 4". Max. Footnote 5 where plywood sheathing extends below the nailed sole plate and is edge-nailed to blocking,foundation sill plate,or other solid framing below•nail sole analysis of a new (� a)The scope of work of ConstructionCalc, Inc (CCI) is limited to structural anal i O) CONFLICTS OR ERRORS IN PLANS: aggregate size = 7/8". Mang and placing of all concrete and selection of material to be m plates ltld at buddm to be built adjacent to and north of the existin Chandler's Square complex m fly g There shall be one anchor bolt within 9-inches of each end of all shear walls.All anchor bolts shall be fitted with 3"x3"x0.25"washer(slotted okay)and g j g q p a) Contractor shall veil all dimensions and fit' conditions in the field. Should the Contractor accordance with IBC and ACI 304 (latest editions), Provide 5% air entrainin in Anacortes, WA. We also analyzed one floor beam in the existing building 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. Footnotes wrench-tightened nut.Anchor bolts may be formed in place or wet-set J•boits with at least 7-inches embedment;or all-thread rotohammered and epoxied with SET epoxy,6-inches embedment,min. modification. CCI takes no responsibility or liability for items not specifically addressed in brought to the immediate attention of the Engmeer. If any questions arise during 13) CONCRETE REINFORCING: Gyp sheathing shall be 4'wide pieces applied parallel or perpendicular to studs, or 2'wide pieces applied perpendicualr to framing. No narrower the talcs, sketches, or cal!-outs. construction pertaming to any structural matter, the Engineer shall be consulted Footnote 7 allowed pieces 00 b) Unless specifically included above, analyzed cry p g immediate) a)5tren th, S licin Benclm Remforcm bars (rebar) shall be rade 40 40 ksi), N CCI has. not ana a portion of the existin y g p g g g g (� _ 00 buildings, including but not limited to: foundations, beams, columns, walls, floors, floor 11) FOOTINGS, FOUNDATIONS, SLABS ON GRADE: unless otherwise specified in the Plans. Lap all bars 30 bar diameters, or as specified w framing systems, roof framing system, connections, etc. elsewhere. All reinforcing shall be detailed, bolstered and supported in accordance with y Q � a) Geotechnica! Report. Sods analysis and geotechnical engmeerinej are not a specialty of CCI. applicable ACI code. Bars shall be bent with minimum G. bar diameter radius for sizes up to 3 v1 4) OWNERSHIP OF THIS REPORT: CCI depends on others for the provision of soils data, which includes but is not limited to: and including No. 8, and 8 bar diameter radius for bars larger than No.8. a) Ownership of this report, all calculations, sketches, and other intellectual information allowable bearing 00 capacity, liquefaction potential, slope stability, active and passive lateral F-M pressures, internal friction an le and cohesion. Foundation desi n herein is based on the b)Ties. For reinforced concrete beams, walls, columns, pilasters, and any other element o 0 ertamm to the project shown herein shall remain the sole roe of CO. p g e' p g p j property rtY g wherein the man reinforcement bars are enveloped with tie bars (a.k.a, stirrups), the ties o M geotechmcal report by Materials Testing and Consulting, Inc. Dated June 8, 2009. CCI E �r •� takes no responsibility or liability for future settlement, or damage or injury due to earth shall be bent with the least radius of bend so as to envelop the main rebars without the tie 5) SINGLE PROJECT: p W o movement or failure of an kind.. b cracking or crack or breaking. The tie bar ends shall overlap the man bars at !east one bar a)These calculations, sketches, notes, and specifications are valid only for the protect Y diameter. The diameter of bend shall not be smaller than the diameter of the main bars in 00 or, p indicated herein. These documents are not valid, are not applicable to, and shall not be b) Foundations. Footmgs on Sod: General. All footmgs to bear on undisturbed existing sod, contact. used for any other project. unless otherwise shown in the plans or calculations. All organic and deleterious material c)Slabs. Reinforcement in slabs on grade which will be subjected to vehicular traffic shall be 6) INSPECTIONS: beneath the footings, foundations and slabs to be removed and replaced with granular fill #3 centered in a G" minimum slab, at 16" O.C. 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 qualified prescribed frost zone, not less than 12". Replace all over-excavated areas with granular structural specialist to provide on-site inspection on services of the Items analyzed/ designed material compacted in 8" maximum lifts to 95% Relative Compaction (RC). footing with 2 ea. #4 continuous at the top and bottom of the footing. herein, It is the responsibility of the Owner, Budder, or Contractor to arrange such vehicular traffic shall be WWF,0 Reinforcement for slabs whichh will not be subjected to ve Inspections. c)Slabs on Grade. 5ubgrade below slabs shall be similar to the above, except that 92% 6"x6"x I eme or#3 la 24" O each way, centered in a slab. relative compaction is acceptable. A layer of free draming material and a suitable vapor OV. n n � � 10 11 12 13 14 14'-6�" 93'-0" Y Y Shear Wall P concrete W3 PW6 wall Types a c -� Legend n A" ® P W1 ® PW3 ® Cd P W4 B6 is B6 16 es 16 Bs ;1 c PW6 ® GW1 148'-r' A GW1 ® GW4 1s 4 O 17 r 17 ?T d 17 -OD !� I 1 Notes• in i`tn ccoo n W w) n C' c(o C� inn 11 LO � CIS 1) Coordinate with A N �'1 Architectural Wall Types ® 16 ® to ® !"~'� See sheets A3, A4, and A5 U rl ® tLl 2) Coordinate Shear Transfer See sheet A16 148'-l" Foundation Notes: G W1 1) Contractors option to use Simpson Titen HD 5/8" x 6" 1 bolt (or approved) in lieu of B A B A t6 A B F 5/8" A307 Anchor Bolt A16 16 16 16 16 16 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 B 01/15/10 = tp 16 m of � 1 ZJ o C 0 A11 concrete wall Sheet: Simpson HPAHD22 (typical of 12 locations) 107'-6r install per Mfr. instructions ry I PW6 \J A First Floor Shear Wall Plan iis•_ ' Shear% SeiB p,t;Or Y(31 for y358 p1>;ASP) Standard Structural Specifications - ConstructionCalc, Inc (CCI) Standard Structural Specifications - ConstructionCalc, Inc (CCI) Standard Structural Specifications - ConstructlonCaic, Inc (CCI) "' sheatbmg' Edges'1e S> Maximum �egtaer. 5/8"d1a, !6d suteplate' Shear Wall tbiel riess and on 0pe en Rd es and'sale PA. 0nd Nail%;Serew Sgaefag Anehot301t 0Peer Allowable shear Type Type of 8 (Yutermed is 2x, _ size (E=Edge; d)Welded Wire Fabric. Welded wire fabric (WWF) shall be ASTM A-185. Splice by lapping one 3" x I/4" heavy steel washers, wrench tight. Wet set anchor bolts shall have a hook or v) Engineer shall specifically approve any bolted connection using less edge distance than � gofl►Sides . spacing Spaciagk 4aaiipg� mesh +2"all sides. head on the embedded end, shown above. g g Sheathin typ) P�Feeid. PW11 7l16"P!1 .One Blocked 2x Ze0c 8d fi"l 12"6` 48 in.OC 9 tit.VC2 f e) Hooks. For !80 degree hooks, provide a minimum of 2-1/2 inches or 4 bar diameters i) Rotohammered anchor bolts may be used in lieu of wet set. See specifications in j) Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes re-drilled. Size 3f4pif wind . extending beyond the bend. For 90 degree hooks, provide a minimum of 12 inches previous Section. of pilot hole in threaded portion shall be 70% of the unthreaded Shank diameter (or PW3 7l16"Ply - One Blocked 2x 16"Oc Ad 4"E,12"F UIXOC 8,{�i.OG �3bpt> sew' extending beyond the bend. alternatively, 90% of the root diameter of the threaded portion). Pilot hole diameter of n) An alternate to wet-set anchor bolts and washers may be Simpson MASA at the same P .- L..••.,�. ,.•,�::;...,r .,...� . . •.,... �••. �.:,•-;u. ,�-.«�,�.„ „�,••-,.. f)Cover. Provide the following minimum cover: spacing specified above. unthreaded portion shall be the same diameter as the unthreaded shank. 38gPC� !? PVt'4 7l16" Ply l One Blocked 3x� !6"OC 8l 4"E !2"F 32tn OC 6{g OC 33�1AVA114 i) Footings and other unformed surfaces, distance from the bar to earth face...3" d) Built-Up Members. Built-up members consisting of dimension lumber (typically 2X stock) are 0 5impsons 5135 Wood Screws. Where specified, install per manufacturers ~• '"~ " ' ermitted where shown in the Plans. Connect with I Gd face Wads at G" OC Staggered into recommendations. In general these do not need pilot holes. However, if wood is old PW6 71161'Ply One Blocked 3x2 16"OC 8fi 3" l2"F 26fn,X3C SIa,OC t { 686plf,wind p 99 and or very d dot holes may be required to avoids Splitting. Use length as Specified �•"'•�•�'�•' '°-•�"�•-••-�•w"i"'^"•`""""°"""' "'`-`•"`"'•""--"•^' ""'^•"�"^"`"a"'• u) Formed surfaces m direct contact with earl ...... all built up members. No splices allowed. �' B' P Y �t p 9• 9 p - ` �""`""' "'"'-'f'""'"""""-`"""i""'"' """'"'""" '� 6dcooler ' in) Surfaces exposed to weather........................ 1-1/2" in Plans but never less than required to ensure full strength. j j I e) Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or 5!8"gyp I 16"�or24" fiailsorNo,b; " „ j iv) 5urfaaes exposed to salt water...........................3" I7) PRE-FABRICATED FRAMING CONNECTORS: i evWl board Borh Unblocked l 2z' t OC 1-179"Wor.S Q B 4 F 601rr OC 4,{ia;OC 14S`plt: tro sod, and when directly exposed to weather. Pressure treating chemicals shall be inert, or 1 � scYeWs • - otherwise non-reactive with metal connectors includIn Wads, bolts, framing connectors, a) Manufacturer: Simpson brand is Specified, however an other national) recognized brand •••-• � -•w ,rw.:.•.y .._.•.�.�.�. .... ',:.., ,:..a...:^........,:_...._:.-.._. W-� ... ....... w:.,.,.,,_ ...a .s...,...__. 14) ANCHOR BOLTS IN CURED CONCRETE: ( 9 9 is p y y etc.) or structural steel members. g(silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all 6d a{uwalls a)General. This section shall apply to anchor bolts installed m cured concrete using 5/8"x4'gyp. { j 16"or24" olh�o,6,1- q i) In certain cases non-pressure treated lumber may butt against concrete. In these applied Toads in all orientations' OW4 sirearh{ng7 Boni Blocked - 2z DC i/4„-Ivor$ 4"E, 7" 48 in.OC 61m.gG ' 20tYpif rotohammer techniques. P Y 9 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 the screws b) Existing Reinforcing. It is important that no existing rebam are drilled or cut during the concrete. manufacturer's recommendations and requirements. The load carrying. capacity of the Eoolnote 1 Ply= CDX;GC,or C U plywogd. OS(3gf similar ihickness.and'spau r ling r{iaybasutistituled foF,plyuyo6d. Installation epoxy bolting. Location of existing reinforcing bars may be by non-destructive prefabricated item cannot be guaranteed if this provision is not adhered to. Nails and methods (pachometer). f)Blocking / Bridging. Provide full depth bridging or blocking at 8 OC max. in Joist or rafters p Double$x nailed togetherwith 16d a(S"OG staggered°may be sut sfit ited for_ X or 41G Position=sl e$thing Jginf;edgea overJolM of doutila(12x without continuous plywood diaphragm connection on the top . Screws which will be exposed to weather shall be galvanized or stainless steel. if Footnote 2 mamba B,.and applysdge n®fling to.each of the'd.Rubted 2x1s, AtsRlB plates,;Bobble top plates,cdrlters and edges of opentngs;stayget Waits to"ply, 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 distribute edge nailing to undedylag members; U may be slotted as allowed by the IBC, i) Provide solid blocking at all bearing points. connector. Sole plate Waging only applies tR-lnteiior sliearwallactr extedorshearwalls In whlch.,.OWood sheathing stops at thd-bb om of..:a;rlailed sglB RiateJr!oases s) Framed floors which support posts shall be solidi blocked within the floor caw to where plywood" she"thin 'extehd helowthe naited sole late and IS ed efiefied+to blocking,f ndatJoh sill late,dr;Ather 8giid training below,hailsale •r'1 d) Non Epoxy Systems. Use Simpson- Titan HD or Simpson Wedge-All where shown in the pp P Y cavity c)Corrosion Resistance. Use the following depending on the level of corrosion resistance Footrrote6 pywRod a g .. , s. .. p g . . 9 ou P _ g Plans. These anchors may be used to resist tension loads and shear loads. Install per positively transfer posts loads through the floor to the supports beneath. required: plates with 1150412'OCarWar., manufacturer's recommendations. Minimum concrete embedment = 5-inches unless „ There shalt be'.an�anehorbolt within 9•inohes of each end of all:shear walls:Altanehorbolts shall:be lilted with 3V.Nd-w washer(stbtted!okay)9nd! V g) Partition Walls. All non-shear wall partitions on slabs shall be secured with 0. 145 diameter Q Low Corrosion Resistance: Use standard G90 zinc coating with .90 oz of zinc per Footnote 6wrenth-tightened put Pin chorbottsmaybe#ormedinplacaor wet-set J-bstts with al:least 7lnthasembedmeitorailothreadrotoltammered'and;apoxiod otherwise specified. power pins at I G" OC, unless otherwise shown. Shear wall partition walls on slabs shall be square foot of surface (total both sides). Typically used for interior or exterior dry with SET epoxy,&'Jnor emt edrtient,chin; e)Epoxy Systems. Use Simpson epoxy-tie bolt system with ET or SET high strength epoxy, connected to the slab with the anchor bolting schedule shown on the Plans. applications. Gyp sheathing shall be 4'WOO:piece&aPPlled parallel or-perpendicutarto studs.,02'widepieces appltad primendicualr tor framing.No narrower Pieces; Footnote 7 allowed. with zinc plated, A307 'all-thread' bolts as shown in the sketches. Drilling of holes and i) Bearing partition walls which carry loads from above shall bear on Joists or beams sized 0 Medium Corrosion Resistance: Use Z-Max galvanized products with 1 .85 oz of zinc per U) d installation shall be in strict accordance with manufacturer's recommendation. to carry said loads. If not shown on Plans, contact engineer. square foot of surface area (total both sides). Not dipped per ASTM AG53. Must use '� c°Ov 15) POWDER ACTUATED PIN CONNECTIONS ('POWER PINS'). h) Beam Supports (Trimmers). All Glu-Lams or Paralam beams shall have (at a minimum) double hot-dipped galvanized fasteners with these products. Typically used for exterior wet rn �o trimmers or a 4X post at each bearing point unless otherwise shown. Sawn beams GX 1 2 or applications. a)General. Unless otherwise specified m the Plans, use 0. 145" diameter minimum for P 9 P " Udin concrete or steel. Minimum embedment length into concrete shall be 1-1/4". Minimum less may use single trimmer at bearing points, larger size sawn beams to use double in) High Corrosion Resistance: Use HDG hot-dipped products with a minimum of 2:0 oz of 23'-1 3 a� embedment length into steel shall be: 318"; or pin shaft through the member, whichever is trimmer or 4X post unless otherwise shown, zinc per square foot of surface area (total both sides). Thickness of galvanizing G W4 w rA (D 00 shorter. Install in strict accordance with manufacturer's recommendations. it Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug increases with increased, metal thickness. Must use hot-dipped galvanized fasteners o 0 b) Concrete Use. For use with concrete, adjust spacing of pins, or pre-drill with I/I G" wrench tight condition; use standard A307 bolts. Provide the following minimum edge with these products. Typically used for very wet exterior conditions q M diameter smaller bit than pin, as necessary to avoid cracking of concrete. distances between centerline of bolt and all edges of bolted wood, and between d) Hoidowns: A p centerline of multiple bolts: I G) CONVENTIONAL WOOD FRAMING: r) Strati-tune. Install per manufacturer's recommendations• These holdowns shall be 00 rn a 0 5/8 inch diameter bolts ................... 3inches installed over plywood or OSB eheathm 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 g9 h 75 3 inches bol ts t h diameter os ................... . otherwise shown. All sawn wood shall have moisture content less than 25%. 0 3/4 inc e) Use with Prefabricated Wood Products i e Paralam TJI etc.:. The Contractor,shall verify b)General Construction: Predrill all nail. holes where required to avoid splitting. Connect all rid I inch diameter bolts ...................... 4.75 inches with the prefab. wood manufacturer 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, gussets, f)Default Connector T es. Unless otherwise shown the following metal late connectors shall c)Anchor Bolts. Wet-set anchor bolts connecting mud sills, use 5/8" diameter X 8" min flanges, webs, etc.) shall be one inch. Y3' g p embedment at the spacing shown in the Plans but never greater than GO" OC, with 3" x be used. N '1> a M N I (D �— M 14'-6)2" f 149'-0" Y 10,-0X» PW3 P W4 PW3 Shear Wall Types LF Legend ® PW1 F1 ® PW3 Bs is Bs is es is es is � ® PW4 � � P W6 148'-1" ° ® GW1 16 GW1 iv > cq � d a I 1 3: 1 I � 1 7 cq to (o (� end to A a (� io n U) LID � `D 0 N Notes: P0 to .� 1) Coordinate with `ol Z`J Architectural Wall Types to a_ t` See sheets A3, A4, and A5 Oft? I In r1 0 1 In Oft; I In r- ~� dia gm GW1 la m dia gm 2) Coordinate Shear Transfer See sheet A16 B 16 = -O B A B A A B A j B 16 16 16 16 A16 A16 16 'rn4 16 Date: -Q IFC B 01/15/10 C H JIM=— A11 Sheet: 173'-6Y1" t•y PW3 ►\J`J � � A Second Floor Shear Wall Plan vg•=i"-o1P Standard Structural Specifications — ConstructionCalc, Inc (M) Shear liVaU T!'1p� 20Ob iBC, Seis D, ,or F=(3s'fiu>35o plfr ASA)' i) Post capsPC or AC series Min:, ,-. _ .._.. .. ................................... lydges,bitcg, ;Fastaer 16d891e:' shear wou thieimess and sheeUung and sole Pl. Maximum Nail/$crew Spacing 5/d"ilia. plate n) Post bases................................. PBS series 00 One or Ed Type Type of sea a And, eincliorlsolx totli> AAowable shear in) Beam hangers...........................Top flange type, HB, JB, FF. HU5TF, HUTF, or , Hotl►Sides; rmed3stx, sPa $: site ga' S acin a Sheathln typ) i k=.Field) P g� t[anupg. equal. pWl T11611Piy One Blocked 2x 16"0C .8a r 260plf seis iv) Joist hangers............................. LU or LU5 series. ` 3fi4plf,wmd 6 $12 F 48ltr OC' 9 fn.0C ..u..•.—ii • M.•u.—nrt••ur i....L Wc.w.u' i4 .xW ..•An••Wna v) Truss and rafter holdowns.........H I or H2.5 at each heel to double plate. PW3 7116'Ply i One Blocked 2- 16"OC 8t1 4"E.12"/ 36 in,OC 8 rn: Oc 33b p1f seieG 18) PREFABRICATED WOOD PRODUCTS: PW4 7/16"ply i ohi Blocked 3sa 16"OC I 8d 4"E 12"F 32 n 38pplf,¢ers a) Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing s i 1 r,,OC GrpOC s" 2p#f,9nnd-.- _. ..� members shall be .de.5t,3ned by a certified professional engineer. The prefabricated I � ..... 3`4 F' •..0c •.0 ': PW6 7/16"Ply One .$'locked i 3x1 16"DC : 8d 13'"E,12"F`' 26en.fJ'C S rn OC �D�'W}� structural roofing designer shall provide stamped design drawings with appropriate notes --•--•-- -• :- •._ i - I showm" member sizes, forces, installation procedures, blocking, bracing, etc. The 6d cooler i �1 contractor shall conform to these drawings in the installation of the structural roof system. (:W1 S/8" ' I Both Unblpeked I 2x i 10W24" narlsorNo 6, 4„ 4"F 60. iµ The Contractor shall ensure that adequate diagonal bracing from the roof diaphragm to the board 1 r OC 11/4"lf'orS �C g/" QC 145p1f ceding diaphragm is permanently installed. screws 1 ragaiv.nails b) I-beam Composite Web / Flange Joist Products. These are as desi"ned by others, unless 3/8 x4. „ specifically called out herein. The contractor shall install the I-Joist products complete with sheathing' M [ 16 nrZ4 oY1tTo.6, 1 " „ G1Y4 shearinr#g' Bath $locked i x o- QC 114"WorS `4 E_, 7 F " 48irr.QC 6, irr:Q 2001Z1f web stiffeners and other blocking / bracing as shown on the Plans and / or as screws i Footnote 7 Ply CDX,C C,ar'C•D plywood. 088 of siinilarthickness and span rating maybe suhstituted for plyw4dq. N recommended by the manufacturer. All manufacturer's installation recommendations U (bearing, blocking, bract", hangers, provisions for double Joist, etc.) shall be followed. Do4ble2ig;neiledtegetherwilh1Bdat"8" O.C;at4agered-maytx).-eub fitutodfor;3X. .or4X. Pgsdlonsheattiingjomfedggs6yerJplFltofsloublejJ2z c),PSL (Parallel Strand Lumber). Where called for, use minimum 2.0E, 2,900 psi minimum Footnote 2 members;:and apply'edge nailing fo eaoh 4f the doubled 29'a, At sole plates,dpuble top plates,coders, edoes of openings;stagger naysio eVeniY allowable bending stress. These must be stored and installed in strict accordance with distribute edge nailing to underlying memttere: Sole plate ngipng Dory applies to:interior shear wags or 9zteriorsheat walls in which plywood sheathing slops at the tiogom of a;rieited pole.plate.in oases, manufacturer's recommendations. Any nationally recognized brand is acceptable. Footnote 5 where plywood sheathing'eztends 6elaw the',hflhedsoie plziteand i$edge nailed to bloekirig;fioyndatton sik plate,.Or othersolid ffatgtrrg belpw;n8i1 sole V d) LVL (Laminated Veneer Lumbe . Where called for, use minimum 1 .9E, p5 plates with 161 402"AC or fags.. r) i minimum There shall be one anchor bo n -nees each en oal bolt.within 9ih 'of h• d flashearwalls:Allanehor'bolts shall tie fated with 3'X3"xb.2W washer stalled okay) Y allowable bending stress. These must be stored and installed in strictct accordance ordance with ( and manufacturer's recommendations. Any nationally recognized brand is acceptable. Footnote a wrench-tightened nuG Anchor bolts may be formed in place or wot sett bolts with at least 7-inches embadment;'or all-thread rctottammered andtopoided .� with SET epoxy,z40b06s ernbedoient,min. e) L5L (Laminated Strand Lumber). Where called for, use minimum 1 .5E, 2,250 psi minimum Gyp sheathing shall be 4'wi¢e pieces dppli@d,paralleififpgrpendicgi@rto styds,.:ot2'wide pieces applisd pefpendigralr tatramiPg:No Ifarrdwer places; ..�i 000 allowable bending stress. These must be stored and installed in strict accordance with Footnote 7 allowed. N manufacturer's recommendations. Any nationally recognized brand is acceptable. 00 o+ � f)Glue-Laminated Timbers. Unless otherwise noted, all glu-lam beams shall be 24F-V4 DF/DF industrial appearance grade, manufactured by an AITC approved fabricator. 5tore and Y '" install in accordance with manufacturer's recommendations. If these span continuously over one or more interior supports or are cantilevered, use 24F-V8 DF/DF. If visually exposed to interior living space, use Architectural Appearance Grade. g) Plywood or 05B Shear Walls. All plywood or 05B on shear wails shall have all edges blocked. All blocking to receive edge nailing. All shear walls shall be positively connected 'o 0 to horizontal diaphragms at their tops and bottoms per the Plans. Plywood, use A.P.A. j o rn a, trademark, CDX, unless otherwise noted. 5tore and install in accordance with the recommendations of A.P.A. and IBC for shear resisting vertical wall sheathing. h)Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1/2" over non- blocked supports at 24" OC. Use iBC Case i pattern. Nail with Sd at G" on edges, and 12" in field. Contractor to verify all span ratings. i) Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as required to support the intended toads, never less than 5/8". Contractor to verify all span ratings of plywood. Where otherwise not shown on Plans, nail floor diaphragm using 8 penny (screw type nails recommended) at G" on edges, 12" in field, non-blocked, per IBC Case I pattern. Q 14—6) " i 149 —0p 13—0O Shear Wall PW1 PW3 PW1 Types — Legend A" �� — law -� ® PW1 ® PW3 . r-1 ® PW4 is ;s is ;s PW6 ►'--� ® GW1 ® GW4 v r " I j j j CID to C� -u�i C� Q� 1 o I opening in N tZ diaphragm ope i in op i in ope i in ilia gm dia m ilia gm A A A A 16 16 A16 A16 PW1 PW1 Clock (all sides) (all sides) Maintenance Notes: Date: Room 1) Coordinate with G iFC Architectural Wail Types 01/15/10 See sheets A3, A4, and A5 C 2) Coordinate Shear Transfer A11 Fourth Floor See sheet A16 J Shear Wall Plan Sheet: oa 173'-6X" PW1 S3 A Third Floor Shear Wall Plan lie•=119-00 BOILER SCHEDULE FAN SCHEDULE MARK SERVICE INPUT OUTPUT EFFIC, VENT SAL MANUFACTURER/MODEL DESCRIPTION MSH MBH SIZE VOLT SEQUENCE OF OPERATIONS_ VENTILATION AIR CONTROL FAN I.D. CFM S.P. MAKE MODEL FAN TYPE LOCATION VOLTAGE PHASE HP CONTROL NOTES CONTROL NOTES B_1 RADIANT HOT 300 282 94% 4 0 120/1 MOD CON 300 HEAT TRANSFER PRODUCTS MODCON-300 HIGH EFFICIENCY CONDENSING GAS FIRED APPLIES TO FC112. F t FC312 WATER BOILER. 94% PEAK EFFICIENCY. ASME RATED, 150 PSI WORKING PRESSURE, DIGITAL EF7 65 .25 GROAN QTRO80 FACE OF BATH 120 1 FRACTIONAL WALL TYPICAL EACH RESIDENT ROOM AIR HANDLER OFF:DISPLAY WITH LID SOFFIT CEILING SWITCH INDICATORS, FULLY MODULATING BURNER WITH 5.1 TURNDOWN RATIO, AI IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF, THE OUTSIDE AIR LOW NOx OPERATION, STAINLESS 5T do HEAT EXCHANGER, HIGH LOW GAS PRESSURE (OSA) LF1 5O .1 GROAN QTRO50F FACE OF LAUNDRY 120 1 FRACTIONAL WALL TYPICAL OF EACH RESIDENT ROOM BE SWITCHES, UL/CSD-1 COMPLIANT, 1202O V/60 HZ/1 DAMPERS AND RELIEF DAMPERS SHALL BE CLOSED. RETURN AIR SOFFIT CEILING SWITCH PHASE. DAMPERS (RA) SHALL BE FULLY OPEN. RH1 175 - WHIRLPOOL WMHI162XVS RANGE/ KITCHEN 120 1 FRACTIONAL CONTROLLED BY CONSOLE, TYPICAL OF EACH RESIDENT ROOM PROVIDE WITH MANUAL RESET HIGH LIMIT do WELL, FLOW SWITCH KR, AND CONDENSATE OCCUPIED HEATING MODE: MICROWAVE VARIABLE SPEED, NEUTRALIZER. OSA DAMPERS SHALL OPEN TO A MINIMUM SET POINT. RA DAMPERS SWILL EF722 65 .25 GROAN QTROBO CEILING BATH 120 1 FRACTIONAL WALL BE SET TO RETURN THE SPECIFIED AMOUNT OF RETURN AIR. RELIEF MOD's MODULATING BOILER WITH 5 TO 1 TURN DOWN. FAN ASSISTED SEALED COMBUSTION; SHALL BE SET FULLY CLOSED. MOUNT CEILING SWITCH CONDENSING HOT WATER BOILER SHALL BEAR ASME 'H' STAMP AND BE RATED FOR WORKING PRESSURE OF 160 PSI. DURING OCCUPIED MODE, THE FAN WILL OPERATE CONTINUOUSLY AND THE MECHANICAL UNITS HOT WATER VALVE FOR THE HEATING COIL FOR EACH UNIT WILL OPEN AND MIN. EXT, CLOSE AS NECESSARY TO PROVIDE SPACE HEAT. EQUIP MANUFACTURER $ MODEL LOCATION SUPPLY OA S,P, COOLING HEATING ELECTRICAL ON T DUTY BOILER CONTROL SHALL INCLUDE MEN)/LAG FUNCTION, OUTDOOR RESET, AND CAPACITY CAPACITY THERMOSTAT & CONTROLS NOTES PILOT DUTY START CONTACTS FOR BOILER PUMPS. THE PROPOSED HOT WATER SYSTEM DOES NOT HAVE ANY FREEZE PROTECTIVE NO. CFM CFM (IN. (BTU/HR.) (BTU/HR.) BOILERS AND BOILER PUMPS SHALL HAVE SEPARATE POWER STRIKES. GLYCOL THE CONTRACTOR SHALL ENSURE THAT THE AIR HANDLERS CANNOT FC112 FAN COIL, FIRST CO. RM-112 1070 150 0.3 - 47,000 O 120V/1 OPEN BEYOND THE MINIMUM OUTSIDE AIR SETTINGS DURING HEATING MODE SO THERMOSTAT: HONEYWELL. COMM. VISIONPRO 8000 CONTRACTOR TO VERIFY CONTROL PROVIDE CLEARANCES TO COMBUSTIBLES AS REQUIRED BY APPLICABLE CODES AND THAT THE COIL CAN NEVER FREEZE. MODEL 36XHBXB-HW 4 GPM do ECONOMIZER CONTROL MODULE HONEYWELL MODEL SPECIFICATIONS WITH SUPPLIER. SET UP MANUFACTURER'S RECOMMENDATION. 160E W721A101. ACTUATOR: BELIMO MODEL BL-LF24-SR, DCA WITH 100X OSA ECONOMIZER FEATURE SUMMER OPERATIONS (OSA TEMPERATURE ABOVE 4('F) 2-10VDC, 35/ SPRING SET. TEMP SENSORS: DRY BULB, PROVIDE LINE SETS, PLENUM, AND COMBUSTION AIR INTAKE MATERIAL PVC OR CPVC. ECONOMIZER COOLING: HONEYWELL C7046AIOD4, DISCHARGE SENSOR, CONDUIT TO ADD AC AT LATER DATE WHEN ROOM TEMPERATURE IS ABOVE THE OSA TEMPERATURE, OSA DAMPERS HONEYWELL-T8822OU1003. DAMPERS FOR ECONOMIZERS, BOILER GAS PRESSURE 3.5' W.C. MIN, le W.C. MAX. SHALL MODULATE OPEN AND THE RA DAMPERS SHALL MODULATE TO THE SELECTED BY CONTRACTOR. CLOSED POSITION, MOWS IN RELIEF VENTS SHALL BE FULLY OPEN, FOR tOOX OSA OPERATION. FANS SHALL OPERATE AT FULL CAPACITY. FC212 FAN COIL, FIRST CO. RM-212 1070 150 0.3 - 47.000 O 120V/1 SAME AS FC112 SET UP WiTH 10OX OSA ECONOMIZER B-2 RADIANT HOT SOO 470 94X 400 120/1 MOD CON SOO HEAT TRANSFER PRODUCTS MODCON-500 HIGH EFFICIENCY CONDENSING GAS FIRED WHEN OSA TEMPERATURE IS ABOVE INSIDE AIR TEMPERATURE, MOD'S WILL MODEL 36XHBXB-HW 4 GPM & FEATURE PROVIDE LINE SETS, PLENUM, WATER BOILER. 94X PEAK EFFICIENCY, ASME RATED, 150 PSI WORKING PRESSURE DIGITAL MODULATE TO THE HEATING MODE POSITION DESCRIBED ABOVE. 160E AND CONDUIT TO ADD AC AT LATER DATE DISPLAY WiTH LED INDICATORS, FULLY MODULATING BURNER WiTH 5:1 TURNDOWN RATIO, LOW NOx OPERATION, STAINLESS STEEL HEAT EXCHANGER, HIGH & LOW GAS PRESSURE FC312 FAN COIL, FIRST CO. RM-312 1070 150 0.3 - 47.000 O 12OV/1 SAME AS FCi12 SET UP WiTH 100% OSA ECONOMIZER SWITCHES, UL/CSD-1 COMPLIANT, 120V/BO HZ/1 MODEL 36XHBXB-HW 4 GPM & FEATURE PROVIDE LINE SETS, PLENUM, PHASE SEQUENCE OF OPERATIONS. VENTILATION AIR CONTROL 160E AND CONDUIT TO ADD AC AT LATER DATE APPLIES TO FC219 PROVIDE WiTH MANUAL RESET HIGH LIMIT do WELL FLOW SWITCH KR, AND CONDENSATE FC124 FAN COIL, FIRST CO. RM-124 780 100 0.3 - 39.200 O 120V/1 SAME AS FC112 SET UP WiTH 1DOX OSA ECONOMIZER NEUTRALIZER. AIR HANDLER OFF:IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF, THE OUTSIDE UL MODEL 3OXHBXB-HW 4 GPM & FEATURE PROVIDE LINE SETS AND (OSA) i60F 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. WORKING PRESSURE OF 160 PSI. FAC121 2.5 TON FAN/AC-COIL RM-120 1000 1000 - 30,000 - 208-230V HONEYWELL VISIONPRO 8000, SELECTION TWO STAGE THERMOSTAT. STAGE 1, FAN OCCUPIED HEATING MODE: BLOWER - GOODMAN MBR1200PA-1 RM-121 iPH AND PROGRAMMING BY CONTRACTOR ONLY, STAGE TWO, AC. MAINTAIN LESS ON BOARD BOILER CONTROL SHALL INCLUDE LEAD/LAG FUNCTION, OUTDOOR RESET, AND OSA DAMPERS SHALL OPEN TO A MINIMUM SET POINT. RA DAMPERS SHALL AC - GOODMAN GSX130301 25 AMPS THAN 79'F IN ROOM. IF LESS THANPILOT DUTY START CONTACTS FOR BOILER PUMPS. BE SET TO RETURN THE SPECIFIED AMOUNT OF RETURN AIR. COIL - GOODMAN CAPF3030DO MAX. 727F, FAN TO TURN OFF. EXP. VALVE KIT - GOODMAN TX3N4 AVAILABLE THROUGH MATT OF JOHNSTONE BOILERS AND BOILER PUMPS SHALL HAVE SEPARATE POWER STRIKES. DURING OCCUPIED MODE, THE FAN WILL OPERATE CONTINUOUSLY AND THE PAD - GOODMAN UC3030-3 SUPPLY - BOTHELL, 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 MANUFACTURER'S RECOMMENDATION. MODEL 36XHBXB-HW 118 SET UP WITH 100% OSA ECONOMIZER 4 GPM do FEATURE PROVIDE LINE SETS, PLENUM, THE PROPOSED HOT WATER SYSTEM DOES NOT HAVE ANY FREEZE PROTECTIVE COMBUSTION AIR INTAKE MATERIAL: PVC OR CPVC. GLYCOL THE CONTRACTOR SHALL ENSURE THAT THE MOTORIZED DAMPERS 160E AND CONDOR TO ADD AC AT LATER DATE CANNOT OPEN BEYOND THE MINIMUM OUTSIDE AIR SETTINGS DURING HEATING RBH RADIANT BASEBOARD TYP. - - - - - DANFOSS RA 2000 /LF O 1 GPM AND 1 60F, BOILER GAS PRESSURE 3.5' W.C. MIN, 14' W.C. MAX. MODE SO THAT THE COIL CAN NEVER FREEZE HEATER, SLANT/FIN SEE NOTES 4508TU480 ETTY/LF O 4 GPM AND 160F. SEE FlNE/LINE 30 PLANS FOR LENGTH OF EACH UNIT. WH1 SUMMER OPERATIONS (OSA TEMPERATURE ABOVE 40F� CONTRACTOR TO SELECT STYLE OF VALVE. DOMESTIC HOT8'1 120/1 199 - - PHOENIX MODEL PH199-1195 HEAT TRANSFER PRODUCTS PHOENIX CONDENSING GAS FIRED WATER HEATER. 119 ECONOMIZER COOLING: REMOTE MOUNT TSTAT NEXT TO DOOR. GALLON FAN POWERED GAS FIRED WATER HEATER. 199MBH INPUT. 2' SCH. 40 PVC WHEN ROOM TEMPERATURE IS ABOVE THE OSA TEMPERATURE, OSA DAMPERS AIR INTAKE, 3' SCH 40 PVC EXHAUST. 96AX PEAK EFFICIENCY. SHALL MODULATE OPEN AND THE RA DAMPERS SHALL MODULATE TO THE FP1 EXTRODINAIR SPACE SEE - - - - _ 120V/1 REMOTE CONTROL 20.5 MBH INPUT, 15.7 MBH OUTPUT CLOSED POSITION. FOR 10OX OSA OPERATION. FANS SHALL. OPERATE AT FULL SAVER GAS FIREPLACE, PLANS W DOMESTIC HOT 199 - - 6q 120/1 PHOENIX MODEL PH199-119S HEAT TRANSFER PRODUCTS PHOENIX CONDENSING GAS FIRED WATER HEATER. 119 CAPACITY. IT IS UNDERSTOOD THIS ZONE WILL PRESSURIZE DURING MODEL FPX 564 GALLON FAN POWERED GAS FIRED WATER HEATER. 199MBH INPUT. 2' SCH. 40 PVC ECONOMIZER COOLING MODE NR INTAKE, 3' SCH 40 PVC EXHAUST. 96AX 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 8000. SELECTION AND PROVIDE COMPLETE SYSTEM WITH PACK WITH S Q N OF OP RATIONS VENTILATION AIR CONTROI ECONOMZI ER.�X AREA BTUH PROGRAMMING BY CONTRACTOR MOTORIZED DAMPERS FOR 0-iDOX APPLIES TO FAC121 GOODMAN MODEL INPUT ECONOMIZER AND BAROMETRIC RELIEF. AIR HANDLER OFF: CP00600901DAJX AVAILABLE THROUGH MATT OF JOHNSTONE IF FOR ANY REASON, ANY AIR HANDLER IS SHUT OFF, THE OUTSIDE SUPPLY - BOTHELL AIR (OSA) DAMPERS SHALL BE CLOSED. HP2 EXISTING HEAT PUMP. DINING - - - -BOILER ROOM EQUIPMENT SCHEDULE OCCUPIED MODE: AREA RELOCATE HEAT PUMP. SEE SHEET M70. MANUFACTURER/ FAC121 SHALL BE SET UP FOR TWO STAGE COOLING. PRIMARY COOLING MARK EQUIPMENT yp1T/pN MODEL REMARKS SHALL BE 100% OSA ONLY. IF THE ROOM TEMPERATURE RISES ABOVE 85'F, THE DX COOLING SHALL OPERATE AS NECESSARY TO KEEP THE ROOM BOILER CIRC. TEMPERATURE AT OR BELOW WE MUA1 EXISTING MAKE UP AIR DINING - - - - - RELOCATE EXISTING, SEE M10.BPi PUMP 12OV/1PH ARMSiRONG E22 HP, 3300 RPM, INCLUDE COMPANION FLANGES UNIT. AREA -IF THE ROOM TEMPERATURE FALLS BELOW 7YF, THE FAN IN FAC121 SHALL BP2 PPUUMP ER CIS' 12OV/1PH ARMSTRONG E24 HP, 3300 RPM, INCLUDE COMPANION FLANGES SHUT OFF. MUA2 EXISTING MAKE UP AIR DINING - - - - _ - RELOCATE EXISTING, SEE M10. UNIT. AREA - SEQUENCE OF OPERATIONS FOR RTLI1 IF FOR ANY REASON, THE UNIT IS SHUT OFF, THE OUTSIDE AIR HLP7 PPUUMRPON� LOOP 208-23OV/3PH ARMSTRONG 2 HP, 1800 RPM, 85 GPM AT 33' OF HEAD, 2' DIA INLET/OUTLET, 6.18' DIl IMPELMER. (OSA) DAMPERS SHALL BE CLOSED. AIR TERMINAL SCHEDULE ARMSTRONG SERIES 4380. PROVIDE ON/OF SWITCH. ON CONTINUOUSLY DURING HEATING SEASON. OCCUPIED MODE: RTU7 FAN SHALL OPERATE CONTINUOUSLY AND THE HEATER OR AIR SYMBOL ITEM MFG MODEL SIZE CFM MATERIAL MOUNT FINISH CONDITIONER SHALL OPERATE AS NECESSARY TO HEAT OR COOL THE SPACE 2-WAY SUPPLY DIFFUSER HWC1 DOMESTIC HOT WATER 113/1 ARMSTRONG E78 IN-UNE 12 GPM O 23 FT. HEAD, 1/6 HP, 208 1 PH. PROVIDE WiTH AS REQUIRED. SGi 1y/OBD SHOEMAKER 902-0 10' X 10' PAS ALUMINUM GWB CEILING SOFT WHITE CIRCULATOR PUMP PUMP FLANGE X THREAD AND THREAD X SOLDER ADAPTERS. NIGHTTIME MODE: BV-1BOILER _ ARMSTRONG BOUNCING VALVE CBV-2T 50 GPM FLEW AT A LOW Cv, APT CONNECTION. THE FAN SHALL OPERATE ONLY WHEN THE TEMPERATURE IN THE SPACE IS SGp 4-WAY SUPPLY DIFFUSER SHOEMAKER MA 0 10' X 10' SEE GALV. GINS CEILING SOFT WHITEOUTSIDE OF THE SET POINT. THE HEATER, ECONOMIZER, OR AIR CONDITIONER W/OBD PLANS BLADES, BOILER ARMSTRONG SHALL OPERATE AS NECESSARY TO CONDITION THE SPACE ALUMINUM BV-2 BALANCING VALVE - CBV-2T 30 GPM FLOW AT A LOW Cv, APT CONNECTION, FRAME COOLING MODE, STAGE 1: SG3 2-WAY SUPPLY DIFFUSER SHOEMAKER 902-0 24' X 4' SEE ENS ALUMINUM IX SOFT WHITE ED DUCE ELT EXPANSION TANK, _ ARMSTRONG TANK VOLUME 22.0 GAL, ACCEPTANCE 14.9 GAL, MAX. OPERATING PRESS. 150 PSI, WEIGHT Be THE ECONOMIZER MALL MODULATE WHEN: DOMESTIC HW MODEL AST-42 LB, 16'0, 1' CONNECTION. A. THE OUTSIDE AIR TEMPERATURE IS LESS THAN 66-F (ADJUSTABLE) B. THE FAN IS ON ACCEPTANCE 12.5 GAL, MAX. OPERATING PRESS. 150 PSI, WEIGHT 111 FU SG4 2-WAY FLOOR REGISTER SHOEMAKER AFP SERIES 8' X le ALUMINUM FLOOR ASATIN NODIZED ARMSTRONG TANK VOLUME 34 GAL. COOLING MODE, STAGE 2: Ell EXPANSION TANK, _ , 0, 1' CONNECTION. HEATING NW MODEL AX-BOV LB 160 WHEN THE OUTSIDE AIR TEMPERATURE IS ABOVE 667 (ADJUSTABLE) AND THE '%�� �� ��� ^ ^ D HV7 TEMPERING VALVE ALUMINUM DUCT MOUNT SOFT WHITE ZONE IS CALLING FOR CODLING, THE THERMOSTAT SHALL INITIATE THE 2ND SGg 1-WAY DIFFUSER SHOEMAKER 950 8' X 14' FLANS- HOLEY, 2-4• 120'F MIXING VALVE. HOLEY VALVE AVAILABLE FROM MECHANICAL SALES, SEATTLE. NO STAGE COOLING AND THE AIR CONDITIONER SHALL OPERATE AS NECESSARY. SUBSTITUTIONS ALLOWED WITHOUT ENGINEERS APPROVAL DURING STAGE 2 COOLING, THE OUTSIDE AIR DAMPERS SHALL RETURN TO 3WV - BELIMO MODEL 3-WAY VALVE AND ACTUATOR. VALVE SIZED FOR 85 GPM AT 3.5 PSI DROP WITH A Cv OF 46. THEIR MINIMUM OPEN POSITION. SGB 1-WAY DIFFUSER SHOEMAKER 950 10' X 12' FPS STEEL CARPET IFTYII000 THREE WAY VALVE B349+ARB24-SR ACTUATOR CONTROLLED BY BAPS. TAN ADS1 AIR/DIRT - 2-1/2' CALEFFEI, MODEL PLUMB DRAIN TO FLOOR DRAIN WiTH 106 TYPE M COPPER SEQUENCE OF OPERATIONS SL_ANTZFlN RADIATORS: SEPARATOR RAS". FUG X FLG. SG7 2-WAY SIDEWALL DIFFUSER SHOEMAKER 950-0 g• X 4• SEE STEEL DUCE SOFT THE DANFOSS THERMOSTATIC CONTROL VALVE SHALL OPEN AND CLOSE AS PLANS BM1S BOILER - ATS SYSTEM WAS DESIGNED ASSUMING ALERTON COMPONENTS. CONTACT KEN DUNCAN AT NECESSARY TO HEAT THE SPACE NO PROVISION FOR COOLING IS PROVIDED. MANAGEMSYSTEM ENT BY THE 7ENG ENGINEER. �OF ATS FOR QUOTE ALTERNATIVE BAPS CONTROLS MAY BE ALLOWED IF APPROVED RG1 RETURN GRILLE SHOEMAKER 908-0 14' X 14' SEE ALUMINUM GWB CEILING SOFT WHITE SEQUENCE OF OPERATIONS BOILERS: PLANS RG2 RETURN GRILLE SHOEMAKER 1600 14' X 24' SEE SfE0. p� DRIFTWOOD DP - ATS VERIS FIELD SELECTABLE DIFFERENTIAL PRESSURE TRANSDUCER. USE 4-20 rrA OUTPUT, SPECIFl THE TWIN BOILERS SWILL OPERATE IN A PRIMARY SECONDARY ARRANGEMENT PLANS TAN TRANSDUCER BY CONSRROLS CONTRACTOR. TRANSDUCER WITH THE 300 MBH BOILER SET AS THE PRIMARY. RG3 RETURN GRILLE SHOEMAKER 600 14' X 14' SEE FLANS AL WALL SOFT WHITE FIRE AND SMOKE DAMPERS RG4 RETURN GRILLE SHOEMAKER 60D 16' X 16' PSEE LANS AL WALL SOFT WHITE SYMBOL DESCRIPTION OLt OUTSIDE AIR LOUVER SHOEMAKER 45OD-IS 28'X24' SEEPLA AL WALL DRIFTWOOD SMOKE DAMPER, RUSKIN, MODEL SORS25. UL 555S LEAKAGE CLASS 1 CLASSIFIED. MOUNT WITHIN 2' OF THE DIFFUSER, OL2 OUTSIDE AIR LOUVER SHOEMAKER 4500-IS 20'X20' SEE AL WALL DRIFTWOOD PLANS♦- FIRE DAMPER, RUSKIN, MODEL DIBD2. UL OL3 OUTSIDE AIR LOUVER SHOEMAKER 4550-RS 10'X14' SEE AL WALL DRIFTWOOD 555 LISTED. TAN OL4 OUTSIDE AIR LOUVER SHOEMAKER 4550-RS B'X70' SEE AL WALL DRIFTWOOD COMBINATION FIRE/SMOKE DAMPER, RUSKIN, PLANS MODEL FSD36. UL 555 AND UL 555S W WL1 WALL LOUVER FAMCO LH B'f SEE PLASTIC WALL WHITE CLASSIFIED. WL2 WALL LOUVER FAMCO UFH 400 FWrS PLASTIC WALL WHITE 1 1 18 10 BP MODIFIED MODEL OF SG4, ADDED SG7 APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: 0A G '' CHANDLER'S SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: CG SKAGIT REVIEWING ENGINEER DATE :<eARRISON ENGINEERING ANACORTES WA DATE: JOB NUMBER: � sisal JURISDICTION SCALE: VAI HORIZONTAL SEE PLANS IFC 01/15/10 0 9001 .X'�` MECHANICAL SCHEDULES 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 VERTICAL N/A M 1 Q F 1 0 No. DATE INiT. REVISION APPROVALS Date:S3gued { J5 HHWR FROM OTHER RADw BASEBOARD HEATERS ATTIC FP1 PLUMBING SCHEDULE SYMBOL ITEM DESCRIPTION W V CW HW 245 Pi WATER CLOSET VITREOUS CHINA FLOOR MOUNTED, ELONGATED BOWL, SIPHON ACTION BOWL 1.6 GALLON 3' 2' 1/2' TERMINATE METTALAL DRYER VENTFLUSH. 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 EXHAUST. SEAT. 3RD FLOOR TYPICAL P2 LAVATORY 20• X 17' ADA APPROVED VITREOUS CHINA COUNTERTOP LAVATORY. AMERICAN STANDARD 1-1/2 1-1/2• 1/2' 1/2" RANGE HOOD (RH1) DRYER (D1) AQUALYN MODEL 0476.028 WiTH 3 HOLES AND 4' CENTERS. FAUCET — SINGLE LEVER WiTH DLSHWASHER (DW) NDRY FAN(LF1) FOR FIREPLACE VENT DPLANSETAIL 7 02 �® CONNECT DRAIN. AMERICAN STANDARD RELIANT 3, MODEL WASHER (WI) FP1 P3 KITCHEN SINK 25" X 22" TWO COMPARTMENT KITCHEN SINK. 20 GAUGE SS, SELF RIMMING 4 HOLE 1-1/2' 1-1/2" 1/2• 1/2' 1 EATING COPPER FOR H HOT WATER PUNCH WITH CUP STRAINER. ELKAY DSE-12522. RETURN F__ SINGLE LEVER COMBINATION FAUCET WITH SWING SPOUT AND AERATOR. AMERICAN STANDARD 1" COPPER FOR HEATING HOT WATERim. PS RELI 115. MODEL 4205.000. PROVIDE LIQUID SOAP DISPENSER. AMERICAN STD. MODEL 450 BATH FAN (BFI P1 P P4 UTILITY SINK SWAN FNi FREE STANDING SERVICE SINK. PROVIDE WITH FLOOR HARDWARE, MODEL 1-1/2' 1-1/2' 1/2' 1/2" 2ND FLOOR 62) LP-2603. FAUCET: AMERICAN STANDARD LAUNDRY FAUCET WiTH METAL HANDLES. MODEL RETURN COPPER ER FOR HEATING HOT WATER 7573.240 COPPER SUPPLY FOR HEATING VENT THROUGH 2]' HOT WATER ROOF (VTR) •` ( 143 P5 SHOWER LASCO ACRYLIC SHOWER STALL, MODEL 4835—BFS USE AMERICAN STANDARD R120 ROUGH 2• 1_1/2• 1/2• 1/2• IN VALVE, WiTH SINGLE HANDLE TRIM MODEL T675.500. WALL SUPPLY 8888.037, 24' I" PEX FQR HEATING NOT WATER RETURN3 VERTICAL SLIDE BAR MODEL 1560.225. HOSE MODEL 8858.035. SHOWER HEAD MODEL 1T PEX FOR HEAnNc HOT wA TYPICAL PLUMBING AND MECHANICAL CALLOUTS PLUMBING AND MECHANICAL CALLOUTS FOR ROOMS 103 AND 105 1660.500. TYPICAL. SCALE: { " = 1' SCALE: { " = 1' PB ADA SHOWER LASCO ACRYLIC SHOWER STALL, MODEL 3636—BFS 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 8888.037. 24" VERTICAL SLIDE BAR MODEL 1660.225. HOSE MODEL B888.035. SHOWER HEAD MODEL 1880.500. r BALL VALVE FOR HEATING HOT WATER MANUAL SHUT OFF UTILITY SINK ELKAY STAINLESS STEEL SINGLE BOWL SINK WiTH SOAP DISPENSER. MODEL LR2219. 1-1/2" 1-1/2' 1/2" 1/2' Na INSTALL r BALL VALVE ON 9THIRD FLOOR P7 22"X19'X7`". FAUCET: AMERICAN STANDARD KITCHEN FAUCET WiTH METAL LEVER HANDLE, THE INLET AND OUTLET OF EACH BJ BV MODEL 4175.500. LIQUID SOAP DISPENSER MODEL 4305.200.002. HEATER 15f FLOOR 7)' HOT WATER RETURN FS1 FLOOR SINK CECO ENAMLED CAST IRON 12"X12"X6' FLOOR SINK. 2' 1-1/2" — — DOMESTIC HOT WATER CO CLEAN OUT CAST IRON CLEAN OUT, JR SMITH #4023-8. MOUNT FLUSH WiTH GRADE USE 6' SDR 35 4• _ FOR DOWN PIPE TO SS. SECTION A—A HYDRONIC HEATER CONNECTION DETAIL HBI HOSE BIBB FREEZELESS ANTI—SIPHON WAIL FAUCET. WOODFORD MODE. 17 OR EQUAL _ SCALE: 1' APPLIANCE SCHEDULE SECOND FLOOR 2 >2" BV BV �" HOT WATER RETURN SYMBOL ITEM DESCRIPTION W V CW HW W1 RESIDENTIAL WHIRLPOOL 3.4 CUBIC FOOT ENERGY STAR FRONT LOAD WASHER, MODEL WFW83OOSW. 2• — 1/2' 1/2- DOMESTIC HOT WATER CLOTHES WASHER TYPICAL FIXTURE TAKE—OFFS W2 COMMERCIAL MILNOR 60 LB. COMMERCIAL CLOTHES WASHER, MODEL 30022 VJB. 3' — 3/4' 3/4' CLOTHES WASHER 2j" D1 RESIDENTIAL WHIRLPOOL SUPER CAPACITY 6.7 CUBIC FOOT ELECTRIC DRYER, MODEL WED8300SB. _ 4• _ — CLOTHES DRYER COLD WATER SHUT OFF VALVE FIRST FLOOR HOT WATER SHUT OFF VALVE �O }' HOT WATER } COLD WATER _ _ — 1' 1' 02 COMMERCIAL MILNOR 75 LB. COMMERCIAL CLOTHES DRYER, MODEL M758V. 8• CLOTHES WASHER 1j WASTE DW DISHWASHER WHIRLPOOL ENERGY STAR DISHWASHER, MODEL DU850SWPS. 1-1/2' 1—i/2" 1/2• 1/2' r HOT WATER ' COID WATER UNIT SHUT OFF VALVE C) —UNIT SHUT OFF VALVE AAV PIPING_SYMBOLS HOT WATER IN� COLD WATER IN PIPE INSULATION SCHEDULE SYMBOL DESCRIPTION O HOLBY VALVE 120'F HWS CONSTRUCTION NOTES I OF-ill PIPE MINIMUM INSULATION TEE 1. EACH PLUMBING FIXTURE SHALL BE INDIVIDUALLY VENTED AND ALL 2 } P I VENTS ROUTED IN WALLS, FLOORS, AND CEILINGS TO MAIN VENT CW Xt" ON RISERS & MAINS 1 R11 1 UNION HOT WATER RETURN 140'F HWS WIN RISER FOR THAT LOCATION. SEE WASTE & VENT RISER DIAGRAMS. HW (1)RUNOUTS 2' AND GREATER t CHECK VALVE TYPICAL PLUMBING DETAIL UNDER LAVATORY 1 LESS THAN 2• 2. PROVIDE FULL PORE BALL VALVE SHUT OFFS AND UNIIONS FOR EACH +-H-e GATE VALVE SCALE: 1" = 1 120'F HWR LIVING UNIT PER DETAIL .5 1 I 1 q11 BALL VALVE HWC1 3• SLOPE FOR EACH WASTE PIPE SHALL BE }' PER FOOT IF POSSIBLE HHW — 1' 1i' 1-w CONTROL BALANCING VALVE ALL PIPES WITH LESS SLOPE SHALL BE APPROVED BY THE ENGINEER. 1�NNUNITS 103 AND 105 ONLY, CONCEAL ALL HOT AND COLD OHII--E1 OF1II-0 H — 1" 1�" THERMOMETER WATER 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 + F+ DIRECTION OF FLAW FIRE CAULK AT PENETRATION. SHALL NOT EXCEED 12 FT. IN LENGTH UNLESS TEMPERATURE & PRESSURE 2) EXPOSED PIPES TO BE INSULIATED PER ADA REQUIREMENTS. 2' 2' APPROVED BY THE ENGINEER. RELIEF VALVE, 125 PSI, WATTS OR EQUAL QAAV AUTOMATIC AIR VENT, EASB—JR OR EQUAL INSTALL WiTH A 12'X12'X1' GALVANIZED PAN UNDER VENT TO CATCH ANY DRIPS. ET1 —GoH�I I 0 —GII 0 LAUNDRY MACHINE r--1 REDUCER r-�►-� FS FLOW SWITCH , oH�� — 1HR EXTERIOR WALL I I r FLOOR SINK FLOOR SINK RATED CAULK — 3M CP 25W8+ G TO DRAIN TO DRAIN G AND FD-150+ OR EQ. WATER HEATER PROCESS AND INSTRUMENTATION DIAGRAM (P&ID) DUCT 4"0 FOR LAUNDRY NTS 800 FOR FAN EXHAUST 2006 WASHINGTON STATE ENERGY CODE NOTES i. AS BUILT DRAWINGS AND OPERATIONS MANUALS WILL BE PROVIDED TO BUILDING OWNER IN ACCORDANCE WITH WSEC SECTIONS 1416.1 AND 1418.2. 2. PIPE INSULATION: PER TABLE 5-12 OF THE WASHINGTON STATE ENERGY CODE (WSEC). TYPICAL DUCT/EXHAUST VENT DETAIL NTS 1 1/18/10 BP P7 ADDED TO PLUMBING SCHEDULE DRAWN/DESIGNED BY. CAD FILE NUMBER: APPROVED FOR CONSTRUCTION k1.0 O� �, -� CHANDLER'S SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDLAGRAMS-09001 01 WA H CHECKED BY. COUNTY: CG SKAGIT DATE: JOB NUMBER: REVIEWING ENGINEER DATE &ARRISON ENGINEERING ASH, IFC 01/15/10 09001 �,r, .p A k' JURISDICTION �i� ANACORTES, WA SCALE: HORIZONTAL SEE PLANS DATE INIT. REVISION APPROVALS 1997 PARK LANE, BURLINGTON. WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 TOaiaSiSsed j ! SPECIFICATIONS AND SCHEDULES VERTICAL N/A M2 OF 10, No. ROOF 2• _ I I I _ r---- TO RISER 3 2 -- 70 RISER 4 I I 3 2" 2' , 1 2" 2 3- I 1 ; I-- -S �j ---�----; �___�____Jj r 3- ; TO RISER 3 r----� TO RISER 4 r---- ; TO RISER 9 r----4TO RISER 10 5 -----�-----�j 4 ----I----� r-----; TO RISER 10 r----4 TO RISER 14 r----1j TO RISER 15 5 ----,- __ I I 1 1 12' 12' 13" 3 11 1 1 13" 13' 1 I 1 12.-- ATTIC I F I I I I I I I I I I I I 1 r--- 1 IF--- r--- r--- I r----I r--- i r--� I r__y r----1 r---9 I I I , I , I 1 I I - 1 KS, DW I KS, DW LAV 1 1 LAV I 1 W 2 I 12' W W 2 1 12 W I LAV LAV I I KS, DWI 1 KS, DW KS, DW I I KS, DW I SERVICE I LAV SERVICE I I LAV KS, DW I 3RD BOOR I I 1 WC 1 WC S I I S S I 1 S I yyC I WC 1 1 I I W 1 W , I 2" 2' WC WC I I S I I , , 'I 1 1 r- — 1 I I I I 1 �— �— I 1 1 r- —; I KS, DW I S. DW LAVI 1 LAV 1 W I I W W i i W I LAV LAVI I KS, DWI 1 KS, DW KS, DW I 1 KS, DW I SERVICE I I LAV SERVICE I LAV KS, DW I I 2ND FLOOR I I I WC I WC S I I S S I I S I WC I WC I 1 i I W I C W 1 WC i S ` _ _ _ I i _ _ 1 r_ _ I i- -� i I r- -i r- - 4 I KS, DW I KS, DW LAV LAV I I I I I I LAV I KS, DW 1 I I I 1 I I I W I I W W I I W I I LAV 1 I , , KS, DW KS, DW I I KS, DW I SERVICE , LAV SERVICE I I V 1ST FLOOR I WC I WC 1 S S I I S S I I WC I WC WqjH 1 WC W I WC 2' 2' 3 3' 3" 3" 3- 3' 3' 3' 2" 3- 3' 2' 4' 4' 4- 4" 6 6" 6' 6" 6" 6' 6" 6" 6" 6' 6' 6" 6" 6' ® @ © 0 ® 0 ® 0 12 WFU 12 WFU 12 WFU 12 WFU 12 WFU 28 WFU 30 WFU 14 WFU 24 WFU 24 WFU 9 WFU 23 WFU 30 WFU 12 WFU 4---� 4---� 4 I ---� ROOF I I I 2" 2 1 2" 2' 2- --- TO RISER 9 -S 2" TO RISER 21 r--2-� TO RISER 18 �-----1----� r-----� TO RISER 14 r----i TO RISER 15 F----; TO RISER 22 r-----� TO RISER 21 r-- � �---- 1 ' I I --- I---- I ATTIC i 2' I I 1 z" I I I I I I I I 1 1 I I'--- KS, D I I i LAV LAV I I i 11 I 1 I I 1 I t KS, DW I W , W W I I I SERVICE LAV I I LAV 1 2' 1 2' 1 KS, DW I 3RD FLOOR I I S I WC W I 1 S Ir _i S S I 1 S I WC I I WC I 1 , , I I KS, D 1 I 1 LAV LAV I 1 1 I I I W I I W i i i SERVICE V I I SERVICEI LAVI I I KS, DW 2ND FLOOR i i S i WC WC I i 1 S S I I S I WC I P. WC 1 I I 2-1 i LAV I 1 LAUNDRY SINK II KS 1ST FLOOR i i P. vyc� W 3- 4- v FLOOR DRAIN FROM RISER 25 ----J 2' 3' 3' 2' 3' 2" 2' 2 ' 2'_ ------ TO RISER 15 2" --- 6" 6- 6' 6" 6" 6' 6' 6' 6' 6' 6" ® 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 CEMENT CONCRETE TG PER PLAN AAV _ AAV S4000 1 l_Lr_ C 2-k HHWR HHWR 2-4' IR 28. RING AND COVER CAST IRON LOCKINGL R H RBH RBH HHW RBH RBH RBH HHW RBH 2-4- RBH RBH PAVED SURFACE 28' SQ FINISHED HW 2�. _ GRADE HWC1 it r CEMENT CONCRETE: Ei1 HHWR HHWR 2 " B" GASKETED WH1 CWS RBH RBH 2 RBH RBH 2�• RBH RBH RBH RBH RBH 12' PVC SPIGOT CAP 2-4" 2-4' AND BUILD PAINTED STEEL O BOILER CONTRACTOR TO DESIGN SLEEVE STRUCTURE FOR B-1 SUPPORT A OR MECHANICAL HHWR HHWR 2-4" MINIMUM OF 1" ABOVE B-2 TO PLUG (WATERTIGHT) RBH 2 RBH RBH TO EAST TO WEST RBH RBH RBH RBH RBH ALLOW FUTURE REMOVAL AND GRAVEL WING OF WING OF BEDDING RBH REPLACEMENT OF B-2. SHOP tT !DOMESTIC HW HOLBY VALVE 2 HHW SYSTEM SYSTEM HHW DRAWINGS ARE REQUIRED TO BE FIBER JOINT 45' BEND PIPE ATTACHED TO 2-}' REVIEWED BY ENGINEER BEFORE PACKING CEILING TIE IN HHW AT BOILER ROOM HHWR Sr-- CONSTRUCTION. TIE IN HHWR AT BOILER ROOM 2 - 4 PIPE HHW �'�I ASME RELIEF, 1" FACTORY SET D P MAX I TO 125 PSI OR 0 0 T 2-1/2" HLP1 ADSI SPACING T 3WV MANUFACTURER'S PLUG TO BE SEALED WH2 2-4- BV 2-4' ` FROM 0 0 RECOMMENDATION, PLUMB WITH OAR � IN THE SAME MANNER © PRESSURE GAUGE, LIQUID FILLED, 0 0 2-}' SYSTEM 1" TYPE M COPPER TO WITHIN AS MAIN SEWER JOINTS WINTERS Q805 OR EQUAL I _ 6' VERTICALLY OVER FLOOR Q ELECTRONIC TEMPERATURE SENSOR 4Tn DRAIN. TO BE SUPPLIED BY THE CONTROLS C�W�O 0 1- BV - BOILER PUMP BALANCING CONTRACTOR AND INSTALLED BY P VALVE, ARMSTRONG CBV-SF, THE BOILER CONTRACTOR. TYPICALELEVATION \ (((,,,��� FLOOR 1/ 1/2" WIDE, \ \ 121 I" TRERICE SOLAR POWERED I I — _ — 0�N 00 ( { V HOSE BIBB/DRAIN 1/8" HIGH \ �i THERMOMETER. MODEL SX9. SUPPLY � _ VALVE Too BOOR WITH 3-4 F2 THERMAL WELL. 2-} 2--}' — loo 81 62 ROOM DETAL IS DIAGRAMMATIC ONLY �IK UNION B-1 I 2' BP1 IN THE BOILER ROOM: A A CONTRACTOR SHALL FOLLOW ALL EQUIPMENT MANUF I 2' 0� I INSTALL BALL VALVES ON INSTRUCTIONS DURING INSTALLATION AND TESTING. IF TH S--I014 BRONZE FULL PoRr BALL CONTRACTOR IS UNSURE ABOUT ANY ELEMENT OF THE VALVE, APOLLO OR EQUAL T REMOTE OSA TEMPERATURE HHW AND HHWR SUPPLY o a INSTALLATION AND COMMISSIONING PROCESS, SUBMIT A SENSOR FOR BOILER AND RETURN FOR ISOLATING t 0 0 REQUEST FOR INFORMATION (RFI) TO THE ENGINEER FOi PRESSURE REGULATING I - I I P T TEMPERATURE RESET. FAST AND WEST SECTIONS 8' Bpi BP2 LOCATE IN OUTSIDE AIR OF BUILDING. DING. ALSO ON INSTALL FURTHER DETAILS. VALVE. I�' wArrs, SERIES z" 1S' 3/4" RAISED I USLP OR EQUAL III HO OLINES AND CHECK VALVES SQUARES ®P DIFFERENTIAL PRESSURE TRANSDUCER, I : F INSTALL HHW RETURN LINES. THAT ON HHW RETURN LINES. SECTION A-A 3/4' APART, 1" ELeM - ET2 3WV SUPPLIED BY CONTROLS CONTRACTOR. O I IIDEN71FY EAST AND WEST SOLATION AS APPLICABLE. 1/8' HIGH L NOTES 3 WAY BALANCING VALVE ' III B-2 I 2' BP2 2" 1 CLEAN-OUT PIPE AND FITTINGS CAST IRON RING WITH ACTUATOR, SEE M1 gV SHALL BE PVC. AND COVER I III �z1�O 2 A SANITARY TEE OR SWEEP MAY BE ADSt SEE M1 b I P f_ .I. I �2' INSTALLED IN LIEU OF A WYE AS SHOWN. STRAIGHT TEES ARE j�Qj ACCEPTABLE I 5--�-i BUSHING OR BELL REDUCER I - 10 CLEAN-OUT SHALL CONFORM TO HHWR BMS SEE M1 II WSDOT STANDARD PLAN 9-18b Ex CWS P J H11 HHW AD51 HHW 6" SEWER CLEANOUT Q _Q Q Q BOILER ROOM PIPE DIAGRAM BOILER P&ID NTS a uuu u SEE P&IVS FOR APPURTENANCES NTS 1 8-31-09 CG CHANGED HLP-1 AND BV. APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: x. CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 2 1/18/10 BP ADDED SINK TO RISER 22, MODIFIED BOILER P&ID DETAIL 041 WA i CHECKED BY: COUNTY: q 'A CG SKAGIT A RRI S ON ENGINEERING DATE: JOB "LIMBER: �u IFC 01/15/10 RLbIEWING ENGINEER DATE a 4 31gAI � ANACORTES WA 09001 JURISDICTIONS �V 1Lf5 LSHORINTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 T7uof -ned I1j ,7 a 1 RISER DIAGRAMS AND DETAILS N/A M3 � F 1 No. DATE KNIT. REVISION APPROVALS LINEIYPES 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 CONDITIONING(AC) — — — — — SCALE: 3/16"=1' 118 FYI TIE INTO EXISTING SEWER GAS GAS " GAS GAS GA$" GAS GAS GAS Lu u ❑ M y 116 141D 143 145 11� I I _ � uu UP TO FIREPLACE 12 WFU JT ❑ I 4 WFU 126 24 WFU L - - — � 28 WFU J C 125 3 5 PO V O - �u u 6 WFU O 12 WFU 11q a ILI SET INVE ® - -- -�.. -- — -.__.-_. - -- u BELOW FI ISHED OOR Q3 O7 WHEN PIP EXITS 13 WFU 15 WFU 5 WFU 115 Lo BUILDING. 12 WFU 14 WFU 23 WFU 369 WFU 345 WFU 321 WFU 263 WFU 237 WFU II 189 WFU ) 174 WFU I 121 WFU 195 WFU 91 WFU 65 WFU 30 WFU 13 WFU 6 WASTE n 6" WASTE 6" WASTE y FU SEf INVERT OF CLEANOUT IN I � Lo PIPE AT 18" CLEANOUT PARKING LOT. SEE 100 12 WFU 12 WFU 13 WFU BELOW FINISHED CIVIL PLANS FOR LOCATION. 4 - 111 FLOOR. t -�u12 WFU Opp 6 0 Tq — u i9 ob fu dU 3 L) 20 WFU 0 WFU � 0 0 T WATER m' - -- 2 �u T u i 24 WFU 113 11 c 12 R WATER _.__ 122 I —tip D �::] 1 H 112 t - _ -,_ GAS GAS G GAS AS GAS GAS GAS 9 WFU 12 WFU < 9 WFU _,_ -- WH1 —) AT CEILING _ 1 WFU r+� 0 C- �u y 3 HWFU — - O - � COLD WATER ¢-z WH2 FSt, 2 WFU 1 I — \\\ No et 121 FS1, 2 WFU \�J � I_J IN CEILING OF FIRST FLOOR 142 144 �' t 2.5 CWFU AS GAS GAS G S GAS GAS GAS GAS G �,u S DCDA 123 --�. 2" GAS FIRE LINE FROM I HYDRANT, BY OTHERS 146 OLD WATER SUPPLY, 2}" TYPE L COPPER TO 2" GAS SUPPLY METER FIREPLACE 13 O 20.5 MBH FIREPLACE 1 O 37 MBH ----._-.._ — -C --C WATER HEATER 2 O 199 MBH BOILER 1 O 300 MBH BOILER 1 O 500 MBH DRYER 1 O 175 MBH TOTAL 1376.5 MBH APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: CG SKAGIT <G k x DATE: JOB NUMBER: ARRISON ENGINEERING 31581 IFC 01/15/10 REVIEWING ENGINEER DATE * SCALE:ANACORTES, WA 09001 JURISDICTION HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 E7tPiHEs I 1ST FL. WATER, WASTE & VENT DIAGRAMS VERTICAL N/A M4 0 10 No. DATE INIT. REVISION APPROVALS LINmrEES WASTE(W) vDaM - - - - - COLD WATER(CW) — • — HOT WATER( -- -- HOT WATER RIETURN(HWR — — • — HEATING HOT WATER(HHNI) - HEATING HOT WATER RETURN(HHWR) — — — FUTURE AIR CONDITIONING(AC) — — — — — S07 SG7 4. 45 4. 45 CFM. CFM. 12•x12• L �w USE TURNING VANES IN 'UP' DIRECTION. SCALE: 3/16•=1' 12'x14• 8•x8•. TYPICAL 118 6•x6- ZONE219 S/A 1140 CFM R/A 990 CFM osA 150 CFM 14•x14• 1 FAC219 1x12• 6•A 1D•x1D•0 RBH-8FYI DL3 150 CFM RBH-B SEE ARCHITECTURAL PLANS M M OL3 FOR FlREPLACE VENT DETAIL RBH-10 RBH-10 RBH-B RBH-8 —10'x1000 RBH-12 RM 118 RTN 90 CFM 116 141 6•0 6.± 143 145 - - - - 117 600 El 1-261 71 11 q p 4•0 125 11q 077 ❑ _ — SG7 SG7 SG1 SG1 115 _e 287 I 287 I I (I I II II I ( II I I 287 CFM RBI 100 I 80 I I I I I I I I I I ( I 8 • 10•x12• ° 10•x12' Soo C/ 12•x16• SG8 2 050 FE ❑ 250 ❑ M R 2"x16�R S� 41 41t I 12•x18• O O 2� 10 DU ID 6�R 113 114 120 cFla 122 rl ❑ 112 so + • I I ❑ 250 • CFM _= I 6•I •i _ ° ❑ 4 - - 8• DRYER SG5 EXHAUST B• 250 N_L Ll L °� 121 CFM w BF1 1 4 V ❑ ❑ 5 rS/VA ONE 12, ❑ 1000 CFM \�JI 142 144 I A ,oao cFM RG3 I I SG5 SG5 S05 FAC721 CFM II CFM CFM CFM RBH-12 RBH-10 ❑ �HHW HHWR 123 SG5 10 z18• FC124 195 0 OSA INTAKE Tossooss OP 1p1 CFM OF DUCT IS 12• CFM • 1 RBIRBH-8 6y CFM BELOW CEILING OF ROOM 121 OL2 180 CFM ZONE 124 S/A 780 CFM 146 COND. R/A 800 CFM OSA 180 CFlA RBH-12 RBH-B RBH-8 1 1/18/10 BP DUCTING AND AIR HANDLER RELOCATED IN RM 118 APPROVED FOR CONSTRUCTION . CHANDLER'S SQUARE INDEPENDENT LIVING DRAWN/DESIGNED BY: CAD FILE NUMBER: Ty BP/CG VENTILATIONDIAGRAMS-09001 Wh. CHECKED BY: COUNTY: m CG SKAGrr A RRI S ON ENGINEERING DAB: TDB "UMBER: REVIEWING ENGINEER DATE '�, a�sxi $, IFC 01/15/10 JURISDICTION IT , ANACORTES, WA SCALE: 09001 HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON. WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 17ste 3 ued FIRST FLOOR H VAC N A No. DATE INrr. REVISION APPROVALS VERTICAL / M 5 0 F 101 LIdmPES TvrR WASTE(W) �(V) COLD WATER(CW) — — HOT WATER(HW) ------- I HOT WATER RETURN(HWR) HEATING HOT WATER(HHW) HEATING HOT WATER RETURN(HHWR) — — — FUTURE AIR CONDITIONING(AC) — — — — — ❑ I 1 ❑ 1 ISCALE: 3/16'=1' I I . i I ❑ i ❑ 1 4' WASTE 21q I I 1 � I I ❑ II ❑ I ) I VrR 218 / I II I. 217 241 � 243 245 247 t FYIcl M M I I I I =[][--F � IF F�yl -- ----- ---- ----- — . — . ( - _ --- ------ - ------ - — — — I 216 ,I I - -- I I !� 5 I� III) L I I i OE L I , 5.6 CWFU } ' 2 O O — ------ --- ' O I ' 3.1 HWFU 1 40 CWFU 80 CWFU - 15 HWFU — . . — . . — . — . . — . . — . . — . . — . . — . . — . . — . . — . . _ . . — . . — . . — . . — --- -l — ----- ---- ----- ------- ---- ----- ------------------- ------------ 101.5 --HW�R--- 2B.7 HWFU 11.7 HWFU-- _ 200 -30}HWFU HYM}FU Hw----- 1 1.-- . 22.3 CWFU • CIRCUIT 2 2• 1 7.5 - ,0 CWFU 0 CWFU 15 HWFU ��1. 20 :- 2 17.3 HWFU SETTER. 3 GPM I I 1~ } ' I I 1 ' 4.6 CWFU 24.6 CWFU ` 1 • 1.1 CWFU � I } 10 CWFUI 5 HWFU 11 20 CWFU}• I'--15 HWFIJ I I I I 4.6 HWFU---� I !t 19.6 HWFU I 2• 2.� ' 1• 1 5 CWFU I I 7.5 HWFU 1.1 HWFU .� 4 ' i , 1}' IRD FLOOR II IF9 HWFU (a p �PJ q O CWFU UI O l7 O I d 0 ( I O 9 Fu :I 1:i HWFU I O T o o .1 �I , FrU 213 j II j ij I , 2 -- ----- --------- ---- -- - — . — - - ---_ - -- ----- -- — -- - -- --=-- -=-==- -- -=-=- - — . - — — -- -- --- ----- ------- ---- ------ = 212 i -- --- - HWFU ( `�• 3 CM 1 -- ----- --- }• o — . LDWATERJ ► I I I = _ _ _ , 242 L 244 2B3.5 GwFu w LAli L) A. —7---77—1 F-248-] L) 250 246 1 1/18 10 BP WASTE AND SUPPLY ADDED TO P7 AT SOUTH END OF RM 219. APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: �r . CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 �p VA. t# CHECKED BY: COUNTY: CG SKAGIT xx A RRI S ON ENGINEERING DATE: JOB NUMBER: IFC Ot/15/10 R "� ° � ANACORTES WA 09001 REVIEWING ENGINEER DATE ��'T'�q�tt11 ��� � SCALE: JURISDICTION --- f� HORIZONTAL SEE PLANS No. REVISION APPROVALS /� (� 1997 PARK LANE, BURLINGTON. WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 Date Signed 1 15.7115 L � I ND FL. WATER IVI WASTE & VENT DIAGRAMS VERTICAL N/A V OF 1 0 DATE INR. WASTE(W) _ f 7 COLD WATERR(CW HOT WATER(HW) ------- HOT WATER REIURN(HWR) — • • — • • — HEATING HOT WATER(HHW) ❑ ° HEATING HOT WATER RETURN(HHWR) — — — FUTURE AIR CONDRIONING(AC) — — — — — SG4 SG4 ® 263 263 ® SCALE: 3/16"=1' CFM CFM ❑ ❑ 219 ❑ ❑ ® SG4 SG4 263 263 CFM CFM HHW) HHWR FROM ROOM 143 RG2 RMI� FROM ROOM 141 219 RT__NJJ FROM ROOM 147 FROM ROOM 147 900 Md TO ►1 143 FROM THIRD FLOOR {g ; TO ROOM 349 fUO M 343 TO ROOM 145, � I TO ROOM 141 FROM ROOM 143 RBH-8 I RBH-8 I FROM ROOM 143 FROM THIRD FLOOR FROM ROOM 145 1� RBH-8 I 218 I FROM ROOM 745 yy 11q�� 77 FROM ROOM 145 7p y �q7 TO ROOM 3 i ' - i ' i M -W T8 0 345 RBH-8 T$ o � TO 1347 I I � BREEZEWAY -VrR I' ---- - - - - - - I�_ H-8 _ — ' - - - - ' - - — — - - - - —�- - - - - — ' - - ' - - - - - - - RB - - RBH ��- - -R - - - - - 111F 217 TO ROOM 349I RBH-6 [241 243 245 I I ( � 247 I 2ri I (� I I DRYER VENT (DV). I I TERMINATE METAL a j 6-r s-, j , DRYER EXHAUST.DUCT WITHIN 2' OF III TYPICAL M RANGE HOOD (RH1) it!+• DRYER (D1) I I I I I I DISHWASHER (Dw) I (WARY SHER (w) 00 BY AIN HIT CH Cif FP 222 J I I ❑ \ 216 10 I� 4 i I � P5 I TO ROOM 300 I I BATH FAN (BF1 i q p P7 P I = M 31 FROM ROOM , 0 O 1 d b I O I I II _ O _ = = = = _ VENT THROU SGI Sol rd ROOF zoo ,� CFMF I I e I I ( ) GH I ' ! I II 267 67 I To M „s 211 I � cF"' I CFM 25 �I I II II IL . - - ' II a-, it I' TO ROOM DD 12j- e'r _ ° 10-x12- FROM ROOM 115 ° 10-x12- p 6 O O 6, ,0-X20' 0 L I I NS TED LINE SETS FOR 3 VV IL 12-x16- M AC (FUTURE). TERMINATE II M M Rp� NSI E ROOM AT CEILING. 4r 4f I 1 -x,6 II O O (III - 4r I' IUD ( L J I O1110�xO 6�R 213 I I IIII JED ❑ � I I � I I ❑ � 212 � ❑ I � I' I� — _ - - iIII II II — I 660 I I6-O I - - II 242 244 F) I I jellA L I V�J I � J u I I IIII �l L�J iI I II 248 250 I. - - _ — _— —_ _ - -' - -_- - — - - - - — - - - - 2 FROM ROOM 142 �- _ H I HHWR I RBH-,2 I I i I FROM ROOM 14a i i i I li RBH-10 I I RBH-12 RBH-10 I L/ �J TO ROOM 142 I Imo/ ' I ��O 8� RM 3144 I I I I UNESETS TO I I RBH-10 ' I RBH-8 I TO ROOM 350 TO ROOM 342 I RBH-8 T TERMINATE ON RBH-8 I i 246 i i 1 FROM ROOM 142 FROM ROOM 144 I I I OUTSIDE WALL OF I I i RM. 121. TO ROOM 142 TO ROOM 342 \� TO ROOM 144 i I i I TO ROOM 348 J/ TO ROOM 34a TO ROOM 350 \—TO ROOM 3" ( I RBH-12 ' I I RBH-8 ' A HEATING NOTE: SEE HYDRONIC HEA71NO DETAIL FOR TYPICAL HEATER HOOK FROM ROOM 146 RBH-6 FROM ROOM 146 UPS. TO ROOM 146 TO ROOM 346 TO ROOM 146 TO ROOM 346 J TO ROOM 146 FROM ROOM 146 A TO ROOM 346 1 1/18/101 BP RG4 MODIFIED AND SG2 ADDED TO RM 219 APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: 14. ,. - CHANDLER'S SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 eo¢ k d> CHECKED BY: COUNTY: CG SKAGIT DATE: JOB NUMBER: A RRI S ON ENGINEERING 59� a IFC 01/15/10 REVIEWING ENGINEER DATE J�r1t;r tyt ANACORTES, WA SCALE: 09001 JURISDICTION �'/�yNAF.kt� HORIZONTAL SEE PLANS A A 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 {-1Aate SiWned ( j VERTICAL N/A M 7 OF 10 No. DATE (NIT. REVISION APPROVALS L —. 3 SECOND FLOOR HVAC 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 CONDITIONING(AC) — — — — — SCALE: 3/16"=1' C4� ry, 1�yl F343 345 347 �� I FYI (I 34G 0 I. II 5 ! Q F3-1-6 F7 �T-r-4� L/ O O LA o II I 3w O P _ q P yP II I oCJ _ I Oo old — -- —_ —__ oV do NA 1 I I 1} 1dii� �t]w ® I Li 5 HWFU —❑ CWFU —CW— ❑ — — • — • — • - — - — • — --- ❑ —CW— _ _ _— . . — . . — . . — . . — . . . . — . . — . . — . . —HWR— . . — . . — . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — — — . — . . — . . —HWR— _ _ ^ 1 ---15 HWFU -------- 30 HWFU -------HW------ -- - - - - ------------- r - - 1 - 51.9 HWFU-------HW— - -- 3Q HWFU —_- . .1 WFU --- -- 3�� I I 3w I 7.5 HWFU -- -- - -- -- --- -- -----f I in 12.3 CWFU 1�w . 11}" i 3 CWFU_I 315 10 CWFU }" 10 CWFU }" i --J �B HWFU " CIRCUIT CIRCUff 7.5 HW 10 CWFU HWFU 10 CWFU Y0 CWFU I �7.5 HWFU 1 w . I t}" ' ^ 311 2.3 HWFU I — 9.6 HWFU SEER, 3 GPM 2"�' SETTER. 3 GP�1 _ -10 CWFU I f-7.5 WFU I 10 CWFU 1� —7.5 HW 1k. }^ }n } 4 1w—_ }• ° ' w-}^ 81.9 9 CINHWFU } 5 HWFU I- —in 1 2 - P o u }w I O - i -- - — ECOND 75) I 1 O O Ei7o I O o I�\\\ I I ►1 ///�I' ' �I �.-- � ILIII^\\\ I I ! ///�-7� 0 0 FU I 313 I I � - ---- - - -- --- --��;' - -= --- - --- ------=- - D� El �- - -- -- - ° pL - ----- --- L_ ° - - - - - - - 1 L C:2] LAJ QE F�44 348 J 350 346 DRAWN/DESIGNED BY: CAD FILE NUMBER: APPROVED FOR CONSTRUCTION CHANDLER'S SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 pf CHECKED BY: COUNTY: CG SKAGIT 2 DATE: JOB NUMBER: REVIEWING ENGINEER DATE ARRISON ENGINEERING ANACORTES, WA IFC SCAL '/15/10 09001 JURISDICTION ORIZOL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 EXPIRES I 3RD FL. WATER, WASTE & VENT DIAGRAMS [vHERTEcANLTA N/A M8 � F 10 N. DATE INIT. REVISION APPROVALS 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 CONDITIONING(AC) — — — — — SCALE: 3/16"=1' RBH-8 I RBH-8 RBH-8 RBH-8 I I RBH-6 RBH-12 . __ — — — — — — — — . — — . � — — — .1— — — . —RBH-10 — RBH-10 RBH-B RBH-10 RBH-10 — - - — — . — — BH — — - - - - - - — — — HHW - - — - - - - - - — - - - - . - - . I II I 41 ❑ ❑ ❑ ❑ 343 345 1 I I 34%] ❑ _❑ ❑ ❑ 349 6.0 6.0 6.0 6"0 I I I ❑ = _ _ _ _ _ ❑I -_� � ._-_- ,� ❑� -- --- — FLUE -L SH FROM FP2 OM -� 11 11 6"0 /J � SECO D [3716 11 Ll 4"0 I I I I no I \ 4 0 1 I ❑ �❑ ❑ rnh i ❑ ❑ Q ❑ 1 F Q� • V 1 ❑ 4.0 �l ❑ 6. V ❑ ❑ ❑ 6 6" ❑ ❑ ❑ ❑ ❑ — - - — RBH-4 _ — — — — — C67 �267�^ I �< III �"I III 267 c I 2i•I 300 (�� ❑ I 3111 1 II e.� 0 315 I I ° 10•x12• ° 10"x12" ° o•x2o• - 0 6 1050 EC 17 NS TED LINE SETS FT6"0 OR 3 U� A L12"xi 6" ZTON AC (FUTURE). TERMINATE - J I M M 2Epjx24aIR/ INSI E ROOM AT CEILING. V ❑ — ❑ F- - - -� - - - 3,4 ❑ ❑ F— __ _ 12•x16' O O 4 0 4.0 I OUTSIDE ,4IR �- ❑J / 400 4*0 ❑ 20•x24 313 ❑ / \ Lj L ❑ — — -- - p o b _ I I 6•°I I6•O I 6• 6•0 � I - - I 1 L342 ❑❑ ❑� 444 U - 1 3l8 ❑ ❑ 350 I - - - - - - � RBH-12 j RBH-10 j I .❑ I . 11 R13 I I I RBH-12 — I I I RBH-10 I RBH-s RBH-8 RBH-8 346 j6"0 4"0 --- --- I I I I RBH-12 I RBH-8 RBH-6Tl -0--- APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: e_e CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: oAl CG SKAGIT -<G A RRI S ON ENGINEERINGDATE: JOB NUMBER: REVIEWING ENGINEER DATE IFC 01/15/10 JURISDICTION ANACORTES, wA SCALE: 09001 HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON, WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 EXPIRES ITHIRD FLOOR HVAC VERTICAL N/A M9 ❑ F 10 No. DATE INIT. REVISION APPROVALS LINETYPES WASffM COLD WATER(CW) HOT WATER(HW) ------- 10 10 I ❑ HOT WATER RETURN(HWR) — • • — • • — 4 HEATING HOT WATER(HHW) - SCALE: 1/8'=1' HEATING HOT WATER RETURN(HHWR) — — FUTURE AIR CONDITIONING(AC) — — — — — CHIMNEY FOR FIREPLACE RISERS, _ — TYPICAL F 0 0 —' o 0 - - - - ® - - - ® - - B" EXHAUST 4—VE FOR VENT FOR BFt IN ROOM FIREPLACE, 218 TYPICAL � J Q� a vw `6• EXHAUST VENT FOR FIREPLACE IN ROOM 216/217 NM COORDINATE THE LOCATION OF ALL ROOF VENTS 4 VENT WITH THE ARCHITECT TO AVOID LOCATIONS ON SOUTH 0 o FACING ROOF SUITED FOR THE FUTURE INSTALLATION /-4" VEER. o o OF SOLAR PANELS. o o A i I I e e e o o 4 VENT 0 o I I A A10 I 3.25"x10" RANGE ®OUTSIDE ® RELIEF AIR GE I A10 VENT TYPICAL r4 VENT AIR INTAKE d VENT T �• 0 0 I I I VENT 4 VENT O C O I I I � J J J SG2 SG2 SG2 204 204 204 CFM CFM CFM HP2 CRO CRD CRD 12•� SD-223 SD-223 SD-223 HP2 HP1 r�1N CRD CRD CRD ® RG3IGGJJ SD-223 SD-223 SD-223 550 550 O ® ® CFM -RiU1 B'0 8'� 8'M CC1 8"r 8"0 g00 13• x 28 U1 B 0 8"0 8" SL UP 12'x10' t0•x8• 1200 1400 1B•x16" 22" x 16' 8"x12 12'x10' EXISTING, 12 10 x8" BLANK OFF EXISTING _ If KEEP PRESERVE EXISTING OSA 16'X16"(W) UP TO AHU2. Ito ROOKE H00D 8"0 BB�L B'0 800 TO ROOF UP Boo B"i 8"! S/A 1950 CFM TO ROOF R/A 1850 CFM INTAKE HOOD r — — — -` 1 OSA 300 CFM CRD CRD CC2 U2 SDD223 � SD-223 0 ROOF UP 14"z14" CC2 U2 SD-223 SD-223 SD-223 INTAKE 14'z12• 20'X20'(W) UP14•xu• 1207020 20•x12" . . J TO ROOF 14•02" INTAKE CG 11 x1 14 2 x1 20"x12' 2002' 14'x12' 6"x1 B" CG 1100 6"x16' -- M MUAt MUA1 (I)CONTRACTOR 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 ®DEMOLISH AND DISPOSE OF AHU1 AND CCt. 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 ®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: jj'=1' DINING ADDITION HVAC SCALE: {l"=l' APPROVED FOR CONSTRUCTION DRAWN/DESIGNED BY: CAD FILE NUMBER: CHANDLERS SQUARE INDEPENDENT LIVING BP/CG VENTILATIONDIAGRAMS-09001 CHECKED BY: COUNTY: CG SKAGIT &ARRISON ENGINEERING IFC DATE: JOB NUMBER: REVIEWING ENGINEER DATE b� i54j ° ANACORTES, WA SCALE /15/10 09001 �, �G7eT�. � JURISDICTION NAl. HORIZONTAL SEE PLANS 1997 PARK LANE, BURLINGTON. WA 98233 PHONE (360) 707-5656 FAX (360) 707-5858 1)uteSi�rtz , , ROOF VENTILATION DIAGRAM N/A M 10 OF 10 No. DATE INIT. REVISION APPROVALS VERTICAL FIXTURE LOCATION TYPE MFG MODEL LAMPS A HALL LIGHTING COMPACT FLUORESCENT SURFACE MT LITHONIA LIGHT CONCEPTS MANTAGUE 11570-BZS (1) 55W 2C T6 SYMBOL SCHEDULE B STAIR LIGHTING COMPACT FLUORESCENT SURFACE MT UTHONIA LIGHT CONCEPTS MANTAGUE 11570-BZS (1) 55W 2C T6 © 2 LAW Fl11oRF M FWW C DISPLAY LIGHTING COMPACT FLUORESCENT RECESSED JUNO ICPL632E 32W TRIPLE TUBE 4-PIN CFL ® RECMM FMW D CLOSET/HALL LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3201 (1) 16W T3 m oar UGHT E EXIT LIGHT COMPACT FLUORESCENT SURFACE MT UTHONIA L0M EL N LED GARY L. F EATING BAR COMPACT FLUORESCENT PENDANT NUVO 60-3197 (1) 13W 72 CHRYSLER O DMAT FM G KITCHEN LIGHTING FLUORESCENT 4' WRAP NUVO 60-903 (2) 32W T6 COMPANY IJGHf FD(IURE 18349 Cardinal Lane H BATHROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3206 (3) 13W 72 Mount Vernon,WA 98274 0 DUPLEX RECERACLE - m J NOT USED NOT USED NOT USED NOT USED NOT USED (360)422-6024 0w CH ppMKA,E-7R K LOBBY LIGHTING COMPACT FLUORESCENT SURFACE MT UTHONIA LIGHT CONCEPTS MANTAGUE 11570-BZS (1) 55W 2C T6 (I, 50 AW pMM � L LIVING ROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3203 (3) 13W T2 $ MW POE NO M UTILITY LIGHTING TWO LAMP FLUORESCENT F032 UTHONIA C232 (2) 32W T6 3-MY SWITCHN BEDROOM LIGHTING COMPACT FLUORESCENT SURFACE MT NUVO 60-3202 (2) 13W T2 U P PASSAGE WAY LIGHTING COMPACT FLUORESCENT PENDANT MT SEA GULL LIGHTING SEA GULL LIGHTING SEA GULL LIGHTING Q KITCHEN ADDITION LIGHTING MATCH EXISTING LIGHTING MATCH EXISTING LIGHTING MATCH EXISTING LIGHTING MATCH DOSING LIGHTING ® N OUREf R ENTRY LIGHTING COMPACT FLUORESCENT WALL MT VERIFY WITH OWNER COMPACT FLUORESCENT WALL MT (1) 13W T2 V SYOI� S PARKING LOT LIGHTING 25OW HPS 25' POLE MATCH EXISTING. MATCH EXISTING MATCH EXISTING MATCH EXISTING T COMMON AREA TRACK LIGHTING VERIFY MATH OWNER MATCH EXISTING (1) 18W 73 U ENTRY LIGHTING - PENDANT TRACK LIGHTING VERIFY WITH OWNER MATCH EXISTING 7OW HPS 00 rn � U 3 � ELECTRICAL NOTES: -; • C4 >OW01 1. All receptacles shall be tamper resistant, type "TR." c 0 2. All receptacles in bedroom units shall be have Arc-fault circuit-interrupter protection per WAC 296.46B-210.012.4 3. All receptacles installed outdoors shall be rated type "WR" or weather resistant, in addition to having weather resistant covers and GFCI protection. 4. Verify location of all mechanical equipment with architect prior to installing wiring. � i p 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. I NiR11NCE J" POWER WRN LIMY 4 50 4 -N 4'EA C MW5 za,zs • - 0 K01R h f1 Ai LIMY FEES Pi10 BY OWIER MOP UM FM EY EUCRtl(81 0XRT0 • Q� r••1 — — 1 - 4'1ElEP K CONIUR — — — — — — — — — — — • ^4 1 - 4' DE IV CONIUR S 1 - 4'SPARE M UR 30 • r--( 7 FM M 1 EM —1 �..� 0El 1-01-CM=OLx FOR �••4 FAILLE WAM FEATUM V A 1 NN M PANFi•-1 V/ 700MA7E Comm N .� dNI AtEl.P E MIX 10 BOIL A PLLl Cd ROPE `J; �e M1 -14 g V �( I--1 I 1'COMW ONLY FOR knum sm ON1 10 Me.Y-1 IEN•UIIE COW1 N .ANIO01 NN Im POT. NNE am 10 PN*L EMT AAM 0 W I 30 30 30 30 Nam AC/3 Date: AC/1 M1 -5,7 IFC AC/2 M1 -1 ,3 S 01/15/10 M1 -2,4 AC/4 S M1 -6,8 Sheet: El A Electrical Site Plan NTS VSEE SHEET El Y Y Y r GARY L.Y Y Y CHRYSLER r COMPANY 143 L Y Y Y 18349 Cardinal Lane 141 145 " Mount Vernon,WA 98274 _ (360)422-6024 Y❑ ❑ ❑ 125 Y Y O �y 0 •O � -Ad 119 Q� L� 4 100 ❑ ❑ w+- II I ❑ ❑ � U O 115 3 111 _ �n-e 9 O cq s ❑ ❑ ❑ ❑ 112 C 113 122 qII "O ❑ U00 �0000 120 " s Z�A v 00 00 ❑ y II O O M ❑ r Y I Y 1 42 144 _ = 121 123 Y Y Lz.... 146 A First Floor Lighting Plan 0' Fff VSEE SHEET El �n v a 143 117 141 101 ❑ _ _ " _ _ _ _ = o ° = a RESERVED FOR ^ ,� ❑ o • AL PANELELECT3CND u b TELEPHONE +0 105 BOARD 12r, • ' • • 0 116 103• w-a ® w 7 ❑ II ❑ II II II II it II II II ❑ II ❑ °" , o '-' 100 11 °� on-m 111 s ® = w-w v or : vn w w + v • u ® — m 122 II • v v • 12�0 � � 24 1 II 9 112 113 w ,v ❑ II{ih FA m oil 102 104 _ w-12 .a �, ,: Date: • II 106 1FC w+- + 01/15/10 II 142 144 v 121 ®d 123 �1. >o Sheet: 146 E2 B First Floor Power Plan 1/8'=i'-0• GARY L. CHRYSLER COMPANY 18349 Cardinal Lane Mount Vernon,WA 98274 (360)422-8024 U N U V� 0r N W 0"00 10 a o rig a F�yl SEE SHEET E10 c O , O t17 141 145 � O _7- 7 _ _ O " 116IV 125 O /1 0 FO-7 oil [� if cd a� II g II II II ° II ° II ° II II © II g II g o 15 � 100 U� b 111 O ® ® -. O ,22 120 124 II ❑ B ❑ 112 t13 II = oo ❑ 101 O p o E> II O O II 142 144 ❑ II Date: 121 ® 123 O IFC � ® 01/15/10 146 Sheet: qt E3 OL'Irs t Floor Low Voltage Plan 11wmv-00 219 SEE SHEET El oe , 218 ARY L. 243 n 247 COMPANY 241 245 216 18349 Cardinal Lane Mount Vernon,WA 98274 (360)422-6024 ❑ ❑ 217 o 00 ® 00 00 ❑ t�S � c`� �^ • U _ = N ❑ ❑ II II �I ° ° � 200 215 g OE211 00 o0 00 o xz L 00 o 214 zz '� N Q ❑ ❑ 212 213 ❑ d G ON ;X" 000 _❑ t Tj ) e ev ❑ F+1 ai 00 C� 3 PQ 24 n u 2 n n oo Go a 248 250 246 Vecon6 Floor Lighting Plan 219 SEE SHEET E10 218 w L_I 243 247 241 201 203 245 207 216 4-Ja • • ° e e 10 10 e s 20 217 ° e ❑ ❑ e ,,• ,A 7 z t'• ' e ❑ cd 200 ❑ �� El215 c fZ T $ • o ,o a 212 213 • • >� FA — s s e ❑ ,o e s — 202 204 208 210 • Date: 242 244 206 1FC — — F2_4_81 01/15/10 246 Sheet: E4 Vecon6 Floor Power Plan GARY L. CHRYSLER COMPANY 18349 Cardinal Lane Mount Vernon,WA 98274 (380)422-6024 U U U CAI IT 00 00 V 3 � W � t'02, a o M a 219 SEE SHEET E10 0 0 218 /I O O 243 247 II 241 245 216 O _ _ 4-4 ❑ ❑ ❑ ❑ I rn o o o o ,(�, 21 7 00 O © o O 00 00 L J cd 0 200 g II g II I ° II ° II ° I I II II g II o° 0 215 $ 211 4 U 00 oo — 00 o0 ® ® O O I 214 o LZZ o ❑ ` ❑ 212 213FA -i ❑ ❑ 0 O O ❑ O O 242 244 Date: = 248 250 IFC 246 O 01/15/10 Sheet: E5 oLeccinidl Floor Low Voltage Plan GARY L. CHRYSLER COMPANY IN IN 18349 Cardinal Lane 343 Mount Vernon,WA 98274 n 347 (360)422-6024 341 r3W 349 ED iL. 00 — 00 00 oo oo - o lie ❑ ❑ ' I ❑ ❑ nn.. .. 4 300 311 315 9 00 _.._.. o o0 00 °o Q z x r— II o 314 z 3 31 B ❑ ❑ 312 313 ❑ ❑ '� 00 0 0 � �. o o W a. Clock s 342 ❑ ® J Maintenance 3 = — 350 44 3" Fourth Floor A Lighting Plan A Third Floor Lighting Plan cd • .-., 343 347 • 341 301 303 F3451 307 309 349 r^� e m e e —LI ,o +0 30 to IQ I !�0/ V/ ,a1 1.3 7 z 67+19 Q orl E3 rQ ❑ I o❑ I I � � � I I I (I � Io ❑ IIEl ALL LLpTO CLOCK CONTROLLER Q � V ER a 300 315 v �..1 M1-10 • ' ' • II 314 . , , ❑ 400 ❑ 10 1p 312 PT3 ,e t0 Q e e FA ❑ O s e COORDINATE CONNECTION • a — — e o — — — e e —OF CLOCKS WITH CLOCK 302 304 308 310 SUPPLIER 305 342 344 e _ _ 348 350 Date: Clock __._ 1�c 346 01/15/10 Maintenance Sheet: Fourth Floor E6 L wer Plan Third Floor Power Plan B vs•=i--o• B iis•=i--o• GARY L. CHRYSLER COMPANY 18349 Cardinal Lane Mount Vernon,WA 98274 (360)422-6024 U U Qf) v •� N N U � znr �, WGn 000 o � a ow a —u--o O� 343 347 O• . �..( 341 345 349 �•V F3-161 E 0 o 0 Zo o 00 O ® 2 o0 0o 0 oo © O o ❑ ❑ V/ CALL CLOCKS ONTROLLER TO CLOCK CONTROLLER 3000 I Q•❑ I I O II O I O II © II O I I O I O I (I 315 O• 00 00 311 00 O O o O O 0 x x II , 314 L ❑ 400 a ❑ ' iv ❑ 312 313FA ❑ • ❑ IZ IL I L COORDINATE CONNECTION 00 El OF CLOCKS WITH CLOCK SUPPLIER O11111, , O ❑ O O 342 344 348 350 Date: Clock 11 346 IFC 01/15/10 Maintenance Sheet: Fourth Floor E7 Vow Voltage Plan Third Floor Low Voltage Plan us•=r-o- A iis•=i--o• UMY TRANIM FR LOAD SUMMARY WORKSHEET SERVICE POINT 6 AT PANEL SCHEDULE EL R-1 rR SlI NDIN Date: August 17, 2009 PAN_ El9ngle Phase Location: ! Room 117 Bus Rating: 4001 DThree Phase ❑1zo/z4Q�__. . 4 - 4C Name: CHANDLERS SQUARE Fed From: I MDP OMain Breaker, Rl4wire D12o/2os AIC Rating:; 14,000 ❑FeedLslOnly ❑3 Wire 4 - 500 KCAL AL EA 9 ❑z77/4s,p 4DP MR FEIDER Address: _ Luis El ISO. Ground ❑ BY QfCIRIGL CONIRACfOR ❑Double Lugs LOAD . . . .. _. .: , LOAD Project Description: CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION 1 APARTMENT141 100 100 19500 ,s5oo APARTMENT142 2 GARY L. LOAD TYPE R-1 R-2 EM-1 M-1 ELEV CONN. TOTAL % CALC. TOTAL 3 APARTMENT141 100 100 APARTMENT142 4 CHRYSLER 5 APARIMENT143 19500 100 100 19500 APARTMENT144 6 COMPANY 7 APARTMENT143 100 100 APARTMENT144 8 9 APARTMENT 145 100 100 APARTMENT 146 10 Mount VCardinaln ,WA Lane �� Lighting (First 3,000) 1s5oo 1s5oo MountVemon,WAsa27a 3,000 3,000 3,000 9,000 X 100% 9,000 11 APARTMENT145 100 100 APARTMENT146 12 (360)422-6024 120MWI-CAP 13 APARTMENT241 100 100 APARTMENT242 14 SERVICE DISCaNNECT Lighting (3001 to 19500 19500 15 APARTMENT241 100 100 APARTMENT242 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 100 100 APARTMENT244 20 <1OKVA 10,000 10,000 X 100% 10,000 21 APARTMENT245 19500 100 100 19500 APARTMENT246 22 M Ulm Gen Use Receptacles 23 APARTMENT245 100 100 APARTMENT246 24 4-J IEIER 1200 AV EAS, 0 LUG ONLY 45,0001ILC. YNYUY 25 APARTMENT247 100 26 V r - - - - - - -- - - - - - - - - - - - - > 10KVA 15,740 23,760 3,390 39,500 X 50% 19,750 27 APARTMENT247 19500 10o za CT Motors & Compressors 29 30 9,500 14,256 33,948 57,704 X 100% 57,704 SIZEIM ►U ( PANEL SCHEDULE I (Largest Motor) ' PER P5E 10a RK5 �001 RK5 1001 RIIS 3501 RI6 1001 RK5 SPARE 33,948 33,948 X 25% 8,487 PANEL. ; R-2 Single SIMMfla! R FIR B1 R FOF R FRN� o Fed From MDP (]Main Breaker, 400� 4 Wi oPhase 120/240 - - - - - -- _ _ - - _ _ _ _ _ Range 00 104,000 96,000 200 000 X 32 /0 64 000 Location Room 117 Bus Rating: �400 �3 reePhase �120/20 � r � AIC Rating. . 14,000 ❑Main Lu s On Wire 80 00 8 __.. :. ❑ 77 4 ._ Kitchen Equipment _ _. . boo eiThru u9s Lugs ❑ISO.�Ground ❑ 1 v 37,050 34,200 71 ,250 100% 71 ,250 TT l� Q R-1 R-2 IH A )ff1 Appliance Branch LOAD V 3 CIRCUIT DESCRIPTION ' " • • • • LOAD CIRCUIT DESCRIPTION - � Circuits 39,000 36,000 75,000 100% 75,000 1 APARTMENT248 (VA) 100 100 (VA) APARTMENT 341 2 1 g O C 19500 19500 �j o 1.0 3 APARTMENT248 100 100 APARTMENT341 4 Laundry (First 3KW) i-i 3 3,000 3,000 100% 3,000 5 APARTMENT250 19500 100 100 19500 APARTMENT343 6 IYl 0 Laundry (3001 to 7 APARTMENT250 100 100 APARlMENT343 8 a 120,000)) 16,500 18,000 34,500 35% 12,075 9 APARTMENT342 19500 100 100 19500 APARTMENT345 10 11 APARTMENT342 100 100 APARTMENT345 12 Laundry (>120,000) 13 APARTMENT344 100 100 APARTMENT346 14 2 - 3' C 2� C 2' C - 2S% - 15 APARTMENT344 19500 100 100 1950o APARTMENT346 16 4 - 350 AL 4 - 1/0 AL 4 - 1/0 AL 17 APARTMENT347 100 100 APARTMENT348 18 11 AL GROUND i AL GROUND i AL GROUND Dryer 65,000 60,000 125,000 47% 58,750 19 APARTMENT347 19500 100 100 19500 APARTMENT348 20 21 APARTMENT349 19500 100 100 19500 APARTMENT350 22 M 23 APARTMENT349 100 100 APARTMENT350 24 R-1 M-I XFt PANEL SCHEDULE 1001 PANEL ; M-1 ❑single Phase NMI Location Room 117 � Bus Rating: 225; Three Phase ❑ 120/240 Q Main Breaker, ❑4-Wire ❑120/208 AIC Rating:' 14,000 Main Lugs Only ❑3 Wire 277/480 Fed From: MDP ❑ CONNECTED LOAD Thru Lugs ❑Ts°: Ground 681 ,977 ❑double Lugs; I LOAD LOAD CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION CALCULATED LOAD 1 20 20 2376 A/C-2 2 397,092 3 20 20 a 5 A/C-3 2376 20 20 2376 A/C-4 6 AMPS p�+ 7 20 20 8 2 - 3'C 2 1/2' C A,Y, r J 9 A/C-5 2376 20 20 1000 CLOCK 10 4 - 350 AL 4 - 4/0 AL 1103 11 20 20 1920 RM 122 LAUN DRY RECEPT 12 t��l 1 AL GROUND #1 A< GROUND 13 20 20 1200 EXTERIOR RECEPTACLES 14 FAC 123 5200 15 20 40 6500 COMMERCIAL DRYER 16 !� 17 COMMERCIAL WASHER 6500 40 40 18 t� 19 40 20 1620 RM 120, 121, 123, 124 RECEPT 20 R-2 AT 21 RM 117/118, 125RECEPT 1620 20 20 720 BASEMENT RECEPTACLES 22 23 24 ♦, 25 26 r^ 27 28 29 30 31 32 �J 33 34 t•� C ; 35 36 37 38 39 40 PANEL SCHEDULE U TYPE SE Cdf TYPE SE CABLE 2'C r C PANEL EM-1 Single Phase ... 2-2-4 2-2-4 4 - 1/0 AL 4 - 1/0 AL ❑ WRII INIEGRIL GROUND WRII INfEGRAI GROUND �4 AL GROUND AL GROUND Fedcation:i From ' Room OMDP 17 Bus❑ManaBreaker _ ❑4 w�e R1 Three Phase. v�/4so .. I TYPIP/ll At1 RESIDENCE IYPICAI All RESR1F110E 1201208, AIC Rating:' 14,000 Main Lugs Only ❑3 Wire EEIDERS FEI>lQtS _❑ / r Feed-Thru Lugs El- Double - 310 101 - 310 ❑ 9s ❑Tso. Ground __ ' ❑Double Lugs CIRCUIT DESCRIPTION LOAD . . , . LOAD CIRCUIT DESCRIPTION (VA) (VA) ._......,, 1 HALL REC. 1ST FLOOR 1260 20 20 855 HALL LTG 1ST FLOOR 2 3 LTG FIRSTFLOOR 1280 20 20 980 HALL LTG 1ST FLOOR 4 5 LTG FIRSTFLOOR 1120 20 20 960 HALL LTG 2ND FLOOR 6 7 HALL LTG 2ND FLOOR 960 20 20 870 REC. 2ND FLOOR 8 Date: 9 HALL LTG 3RD FLOOR 920 20 20 1260 REC. 3RD FLOOR 10 11 HWCP1 180 20 20 180 CIRC PUMP 12 IFC 100 AMP 00 MATCH GENERATOR) 13 HWCP2 180 zo 20 180 BP1 14 01/15/10 141 143 145 241 243 245 247 250 342 344 346 348 350 mu 15 BP3 2700 20 20 180 BP2 16 INLET 17 20 20 18 2700 BP4 19 FIRE ALARM PANEL 500 20 20 20 21 B1, B2, B3, B4 500 20 20 500 FC219 22 23 PARKING LOTLIGHTING 1200 20 20 24 Sheet: 2376 A/C-1 25 FC112, FC212, FC312 1500 20 20 2g 27 28 29 142 144 14.6 242 244 246 248 341 343 345 347 349 EM-1 331 mill 3 32 E8 35 36 37 38 39 140 . 41 1 1 1 1421 PANEL SCHEDULE ; PANEL SCHEDULE I PANEL SCHEDULE PANEL SCHEDULE ; PANEL SCHEDULE GARY L. `- - PANEL: 346 PANEL: 141 ❑vSinglePhase PANELa 146 �SinglePhase PANEL:; 245 OSmglePhase PANEL: 341 ❑Singe Phase ❑SinglePhase CHRYSLER Location: Room 101 Bus Ratmg: ❑Three Phase ❑ - Location:; Room 146 Bus Ratin Three Phase ❑120/240 1 Locatiorr'; Room 245 Bus Rating: ❑Three Phase II Location: Room 341 Bus Ratin Three Phase ❑120/240 Location: Room 346 Bus Rating: El Phase ❑120/240 COMPANY 120/240 9 ❑ ❑120/240 g' ❑ From: ❑Main Breaker:❑4-Wire V 120 208 Fed From:' ❑Main Breaker: ❑4-Wire ❑� 120/208 Fed From:! ❑Main Breaker: ❑4-Wire Q 1.20/208 Fed From: ❑Main Breaker: ❑4-Wire y 120/208 __•_„__-,-__Fed From: El Breaker: i ❑+Wire Q 120/208 -' _-Fed—� _ ❑ / _.i ❑ # i 18349 Cardinal Lane AIC Rating:! 10,000 Maintu Lugs ❑3-Wire AIC Retina:' 10,000 MainLu sOn 3-Wire I wj AIC Ratin 1QO0O Main Lugs I '' 98274 9' ❑ 0 y __._._..._. ❑277/480 9 _ _�. _ ._ _ ❑277/480 ❑277)480 _ g ❑ g y ® ❑277/480 __ _ 9 i ❑ 9 N ❑3-Wire ❑277/480 ( AIC Rating: 10,000 —+� Main Lugs Only ❑3-wire AIC Ratin 10,000 w �— Main Lugs Ony 3-wire i ) 2p 6024 -� �� ❑Feed-Thru Lugs ❑Iso.Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑ I ❑Feed-Thru Lugs ❑Iso. Ground ❑ j ❑Feed-Thru Lugs ❑Iso. Ground — ❑Feed-Thru Lugs ❑Iso. Ground I (36O)4 Vernon,em El Double Lugs i -.___�_...__i ❑Double Lugs ; ❑Double Lugs ❑Double Lugs I ' �'' ❑Double Lugs LOAD .. . •••••• LOAD LOAD . •• •••• LOAD LOAD . LOAD LOAD . ® LOAD I LOAD .... ® ' ® .... LOAD CIRCUIT DESCRIPTION ® ® .. .. "" CIRCUIT DESCRIPTION j CIRCUIT DESCRIPTION "' .. .. ® ® .. .. "" CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION "' ._ .. ® ® .. .. "" CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION "' .. .. ® CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION ! (VA) (VA) j (VA) T. (VA) ` (VA) (VA) ---�--F-- (VA) (VA) (VA) (VA) IT 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 7p0 40 15 1200 MICROWAVE 2 3 RANGE 72W 40 15 12DO DISHWASHER 4 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 72W 40 15 1200 DISHWASHER 4 3 RANGE 7200 40 15 1200 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 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 18M RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 192D 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 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 9 BATHROOM 1440 15 2p 1920 LAUNDRY 10 , tt LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 2D SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 UGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 13 14 13 14 13 14 13 14 13 14 U 15 16 15 16 15 16 15 16 15 16 f i 1 t 3 1 i: ! I • , , I ___.._ ._�_._....____. ________._ _____� -_� L.T.. �._.. ___ __, PANEL SCHEDULE I PANEL SCHEDULE ' PANEL SCHEDULE i PANEL SCHEDULE PANEL SCHEDULE PANEL: 142 j Single Phase PANEL:! 241 Single Phase PANEL:; 246 Single Phase -1 PANEL: 342 RSingle Phase 00 PANEL: 347 I R1SinglePhase N 00 Location:j Room 142 Bus Rating: El Three Phase ❑120/240 Location:! Room 241 Bus Rating: Three Phase ❑120/240 Location: Room 246 Bus Rating: ❑Three Phase ❑1P0J240 i Location: Room 342 Bus Rating: ❑Three Phase ❑12p/2qp � �' Location: Room 347 Bus Rating: ❑Three Phase ❑120/240CN Fed From: Main Breaker:_ 4-Wire Fed From: Main Breal;r:,_; 4-wire Fed From:i ❑Main Breaker: 4-wire 120 208 � � Fed From: ❑Main Breaker: 4-wire i2o1208 Fed From: ❑Main Breaker._ ❑+Wire �120/206 v ❑ ❑ ❑r 120/20B __�._. ...__—.__.___ ❑ ❑ p1z0/zoB _ ' ❑ / -- AIC Ratin 10,000 V Main Lugs On g:, ❑ Only ( ❑3-Wire ❑2771480 �I AIC Rating: 10,000 Main Lugs Only ❑3-Wire ❑277/480 AIC Rating:: 10,000 ❑V Main Lugs Only ❑3-Wire ❑277/480 1 AIC Rating: 10,000 Main Lugs Ony ❑3-Wire ❑277/480 AIC Rating: 10,000 ❑V Main Lugs Only ❑3-Wire ❑277/480 i ai 3 tn ❑Feed-Thru Wgs ❑Iso. Ground ❑ i ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lugs i ❑Iso.Ground Feed-Thru Lugs ❑Iso.Ground ❑Double Lugs ❑Double Lugs ❑❑Double Lugs _ Double Lugs j ❑Double Lugs LOAD ,,,, LOAD LOAD ,.,, DESCRIPTION RCUITDESCRIP110 -,-_ 00 ,,, LOAD LOAD ••••••• •-^ ,. LOAD t LOAD ,,, LOAD j LOAD ,,,, •• LOAD I y O O - CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION ---�--- ---• CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION --- - CIRCUIT DESCRIPTION "" •• • CIRCUIT DESCRIPTION --;,--.j---- CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION --r- -- CIRCUIT S ON CI N •-- 3 so (VA) (VA) (VA) (VA) (VA) (VA) (VA) (VA) (VA) (VA) v 1 RANGE 720D 40 15 1200 MICROWAVE 2 _ 1 RANGE 7� 40 15 1200 MICROWAVE 2 1 RANGE 7� 40 15 1200 MICROWAVE 2 1 RANGE 7� 40 15 1200 MICROWAVE 2 1 RANGE 7p0 40 15 120D MICROWAVE 2 p 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 12DO DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 3 RANGE 40 15 1200 DISHWASHER 4 o o 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 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 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 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 11 LIGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 UGHTING 1000 20 SPARE 12 11 LIGHTING 1000 20 SPARE 12 11 UGHTING 1000 20 SPARE 12 13 14 13 14 13 14 13 14 13 14 15 16 15 16 15 16 15 16 15 16 ! i 1 1 PANEL SCHEDULE ! PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE ( i PANEL SCHEDULE PANEL:I 143 Single Phase PANEL:; 242 Single I PANEL:; 247 Single PANEL: 343 Single 1 PANEL: 348 ❑Single Phase Location: Room 143 Bus Rating: Three Phase Location:I Room 242 Bus Rating:. ! g ❑120/240 t_. I Location: Room 348 Bus Rating: Three Phase ❑120)240 f— _ 9 ❑ ❑120/240 __.._ ,, - 9' ; El Phase ❑120/240 LoCatiorc i Room 247 Bus Rating: El Phase ❑140/240 Location: Room 343 Bus Rating: El Phase _ , Fed From: ❑Main Breaker: ❑4-Wire 12)/208 Fed From: El Breal�r:!❑4-Wire ❑v 120/208 _ Fed From T ❑Mom Breaker: ❑4-Wire Q 120/208 Fed From: ❑Main Breaker: ❑4-Wire ❑v 120J208 Fed From: ❑Main Breaker: ❑4 Wire 120/206 _ _ _. _ --` T— ! I 10 000 Main Lugs On 3 Wire i AIC Rating: 1Q,00O - - ❑V Main Wgs Onty I ❑3-Wire 277/480 __ -- AIC Rating:; 1D,0OO ---___- - -- - 0 Main Lugs Only ; !❑3-Wire 277/480 _ - AIC Rating:; 10,000 _-_-_---.-.-•_-•--_.___-__-m_--__ --_-, 0 Main Lugs Only ❑3-Wire ❑277l4S0 _--_; , AIC Rating:� 10,000 -----___.___----- --_.--------------- ❑� Main Lugs Ony ❑3-Wire ❑277/480 __ W__ AIC Rating. __-_^-_--__------_-__-_---_, --- - ❑ u9 y ❑ ❑277/480 _-_� _ ❑ - — - ❑ o Ground ' ! ❑Feed-Thru Lugs ❑Iso.Ground ❑ 1 - ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lug ❑]so. Ground ❑ u Lugs ❑ ... El Double Lugs : . . Feed-Thr gs ❑Is "' ❑Double Lugs "' ❑Double Lugs ' LOAD .... ....... ....... .... LOAD LOAD .... ....... .. .. -- - .. .. ,,, LOAD LOAD ••••••• •••• •• LOAD I LOAD ,,,, •••• LOAD LOAD „ LOAD --- CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION - -- CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION ---------- CIRCUIT DESCRIPTION "' "" CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION - CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION ----- ❑Double Lugs "' Double Lugs (VA) (VA) (VA) (VA) (VA) (VA) (VA) (VA) _ (VA) (VA) 1 RANGE 7200 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 12DO MICROWAVE 2 1 RANGE 7� 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 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 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 18DO RECEPTACLES 8 7 KITCHEN 1920 20 20 1800 RECEPTACLES 8 7 KITCHEN 1920 20 20 IBM RECEPTACLES 8 9 BATHROOM 1440 15 20 19201AUNDRY 10 9 BATHROOM 1440 15 20 1920 IAUNDRY 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 UGHTING 1000 20 SPARE 12 13 14 13 14 13 14 13 14 13 14 15 f 16 15 16 15 16 15 16 15 16 l i I -1_ ®�___e ._ _ I vW) J I i 1 _ _ -._ -___!..._ .- �.� PANEL SCHEDULE PANEL` PANEL SCHEDULE ' PANEL SCHEDULE PANEL SCHEDULE _ PANEL SCHEDULE . PANEL: 144 Single Phase j PANEL ; 243 �SIglePhase PANEL:: 248 Single Phase PANEL: 344 - I Single Phase PANEL: 349 Single Phase _ Location: Room 144 Bus Rating: ❑Three Phase ❑120/240 __ _____.__ Location_I Room 243 Bus Rating: El Phase Location: Room 248 Bus Rating: g: ❑Three Phase Location: Room 349 Bus Ratin ❑1201240 g ❑Three Phase ❑120/240 __ -_Location_ Room 344 - Bus Ratin ❑1201240 , --- __..___.__ g ❑Three Phase ❑120/240 a • rl Fed From: ^T ¢ Fed From: ❑Main Breaker: ❑+Wire ❑Main Breaker:- 4-Wire 1Z0/208 Fed From:i ❑Main Breaker:-❑4-Wire ❑� 12D/208 Fed From:I ❑Main Breaker: ❑4-Wire 120/208 } Fed From: ❑Main Breaker: ! ❑4-Wire V❑120/208 ❑120/208 i AIC Rating: 10,000 Q Main Wgs Only ❑3-Wire 277 48p AIC Rating:: 10,000 Main Lugs Onty ❑3 Wire 277 qgp AIC Rating: 1O,D0O Main Lugs Ony ❑3-Wire 277 480 AIC Rating: 10,000 Main Lugs Only ❑3-Wire ❑277/480 AIC Rating: 10,000 Q Main Lugs Only ❑3-Wire ❑277/480 _� . ❑Feed-Thru Wgs ❑Iso.Ground ❑ I ( ❑Feed-Thru Lugs i ❑Iso. Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑ ❑Feed-Thru Lugs ❑Iso. Ground ❑Double Lugs ❑Double Lugs ❑Double Lugs ❑Double Lugs ❑Double Lugs LOAD .... ....... - .....:. LOAD I -_..�... LOAD .... ....... - ....... LOAD LOAD .... ..:.... ....... LOAD .. LOAD .... ...: ....... t RANGE CIRCUIT DESCRIPTION VA t5. "' 1200 CIRCUIT O7DESCRIP110N 2 1`RANGE CIRCUIT DESCRIPTION 15 1200 MCIRCUIT ICROWAVE 2 1 RANGE IT DESCRIPTION 15 1200 MICROWCIRCUAVE -Z- - --- CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION _ CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION (VA) (VA) (VA) (VA) (VA) (VA) 7200 7200 7200 1 RANGE 7� 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 3 RANGE 40 15 12DO 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 1450 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 �rw ,•( 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 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 16 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 ARE 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 t4 13 14 15 16 15 16 15 16 15 __ 6 j 1 l i 1 15161 PANEL SCHEDULE v ( PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE PANEL SCHEDULE H PANEL: 145 Single Phase PANEL:i 244 i Single PANEL:' 250 ❑vSinglePhase `f PANEL: 345 ❑Single Phase PANEL: 350 ❑vSinglePhase -------'- _-- - - - -- Location: Room 145 Bus Rating : El Three Phase ❑120/240 Location: Room 244 Bus Rating: ❑Three Phase ❑120/240 Location:i Room 250 Bus Rating: ❑Three Phase ❑120/240 1 I Location: Room 345 Bus Rating: []Three Phase ❑120/24o Location: Room 350 Bus Rating: []Three Phase ❑12o/z40 Fed From: ❑Main Breaker: ❑4-Wire Q 120/208 Fed From:, ❑Main Breaker: ❑4-Wire �1201208 _Fed_From:: ❑Main Breaker: ❑4-Wire 2 120/208 ` Fed From: main Breaker: ❑4-Wire V 120J208 Fed From: ❑Main Breaker: ❑4-Wire 120/208 _ ❑ AIC Rating: 10,000 Q Main Lugs Only l ❑3-Wire ❑2771480 _ AIC Rating: 10,000 _ _ ❑� Main Lugs Only ❑3-Wire ❑277/460 ^� AIC Rating:; 10,000 �Main Lugs Only ❑3-Wire ❑277/480 ;___ AIC Rating: 10,000 ❑� Main Lugs ony ❑3-Wire ❑277/480 -__� AIC Rating:, 10,000 _ ❑� Main Lugs Only ❑3-Wire ❑277/480 ! ' ❑Feed-Thru Lugs i ❑Iso.Ground W i ❑Feed-Thru Lugs ❑Iso. Ground ❑Feed-Thru Lugs ❑Iso. Ground ❑Feed-Thru Lugs ❑Iso. Ground ❑Feed-Thru Lugs' ❑Iso. Ground ❑ I �. ❑ ❑ ❑ ___.�_... 1 ._.! ❑Double Lugs ❑Double Lugs ❑Double Lugs ❑Double Lugs --� -� ; ❑Double Lugs —! .. LOAD LOAD LOAD -„ '•••••• ••• ••• ,,, LOAD LOAD ••••••• •••' LOAD ! I LOAD ,,,, ••^ '•" LOAD I ( CIRCUIT DESCRIP110N (VA) (VA) CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION I CIRCUIT DESCRIPTION (VA) (VA) CIRCUIT DESCRIPTION 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 40 15 12DO MICROWAVE 2 1 RANGE 40 15 1200 MICROWAVE 2 1 RANGE 7200 40 15 1200 MICROWAVE 2 3 RANGE 7200 40 15 1200 DISHWASHER 4 3 RANGE 72W 40 15 1200 DISHWASHER 4 3 RANGE 72W 40 15 1200 DISHWASHER 4 3 RANGE 7200 40 15 1200 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 KITCHEN 1920 20 15 450 DISPOSAL 6 5 KITCHEN 1920 20 15 450 DISPOSAL 6 _ 5 KITCHEN 1920 20 15 450 DISPOSAL 6 Date: 7 KITCHEN 1920 20 20 18DD 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 1800 RECEPTACLES 8 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 9 BATHROOM 1440 15 20 1920 LAUNDRY 10 IFC 11 UGHTING 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 01/15/10 13 14 13 14 13 14 13 14 13 14 15 16 - 15 16 15 1615 16 15 16 Sheet: E9 F - 7 I 221 MKA GARY L. CHRYSLER I COMPANY 18349 Cardinal Lane run Mount Vernon,WA 98274 (360)422-6024 I I I � I I 2 00 I ALL ELECTRICALWORK IN THIS r--► SECTION TO BE IN CONDUIT 00 I OR TYPE A/C CABLE. TYPE O i— WASHINGTON STATE DEPARTMENT ALL ELECTRICALWORK IN THIS I I' NM/NMB CABLE NOT ALLOWED. �O rl "A OF OF LABOR AND INDUSTRIES SECTION TO BE IN CONDUIT I I ° I WASHINGTON STATE DEPARTMENT PLAN REVIEW REQUIRED ON OR TYPE A/C CABLE. TYPE OF LABOR AND INDUSTRIESi ALL REMODELED BUILDING vo N 00 I NM/NMB CABLE NOT ALLOWED. I I Q I PLAN REVIEW REQUIRED ON SECTIONS. ALL REMODELED BUILDING o 0 SECTIONS AND ROOM 219 3 M II ADDITION. K1-36 I oCA a I I I 2,9 I NOTES RELOCATE EXISTING 0 I HP2 TO SOUTH END I 218 OF ADDITION. I REMOVE 2ND EXISTING UNIT I AND REPLACE WITH 5 TON _ I RTU-1 ROOF TOP UNIT. VERIFY LOCATION AND EQUIPMENT IREQUIREMENTS WITH EXTEND FR M MECHANICAL PLANS. RECIRCUIT CIRC HPB2 222 AS NECESSARY. I VERIFY LOA . I Ground Floor at Connection 219 EXISTING CIRCUIT EXTENSIONS I TO BE CONCEALED. I RELOCATE DISCONNECTS. VERIFY LOCATION AND Existing EQUIPMENT REQUIREMENTS Kitchen I WITH MECHANICAL PLANS. I (no work) I — — COVER EXISTING EXTERIOR BOXES WITH FLUSH COVERS DO NOT CONCEAL EXISTING I "•+ BOXES IN THE WALL. • r1 Existing Dining (no work) ADOINe1�1115NDPIIwS � � m�uaE amuraaolE � r--1 GFI ALL ELECTRICALWORK IN CRAWL SPACE Dining Room Expansion SECTION TO BE IN CONDUIT ^ OR TYPE A/C CABLE TYPE �••��I BSit e P�Lo, NM/UIT CABLE NOT ALLOWED. Vn M CIRCUIT MUST BE FED FROM EXISTING STRUCTURE. l ��....(( V i•�1 AC219 NA-21 M 18 Date: IFC It 01/15/10 B Basement at Connection 219 Sheet: E10