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Permit File 712 4th Street
rJ City of Anacortes Invoice/Permit#: BLD-2018-0201 904 6th Street Applied date: 04/06/2018 _ P.O.Box 547 Issue date: 04/06/2018 '61: Anacortes, WA 98221-0547• ; ,,.4 Expire date: 10/05/2019 ,.•,tom� Job Address: 712 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Repair&replace tent structure of the fines bin at pier 2 Owner: PORT OF ANACORTES Contractor: Address: 100 COMMERCIAL AVE Address: ANACORTES WA 98221-1560 Phone: (360)299-1814 Phone: License#: General Information: Fees: Building Valuation 2000 Plan Review Deposit 22.51 Building Permit Fee 69.25 Plan Review Fee 22.50 State Building Code Fee 4.50 Total Calculated: 118.76 Deposits/Receipts: 0.00 Total Due: 118.76 • rw 8 ,_t It1 rti < '- n CA cc' ,.,- I tom. t-- a i',. ci'. -..4 �. .. •.• tit t--- ,y '-I , t-' I I I11 CD ,-r ':o c_t rt} r•• y i -ID 1-D CD i_t - o c, CD -71 r.I - C' -1 4..t u. i•) -f� �+• lit O r+T7 i 1 w I n tl : m ▪ :o • r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA'S,i- -'It` CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMM CED HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRVISION8 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR fOT, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER §TATE }F LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, a rt. cf.:, = P] ... -.�..� c CO c D -.., -..1 ct -n t-- SIGNATURE OF=OWNER OR AUTHORIZED AGENT ISSUED Y }'' " :. -n 4'8 --- Gy:_ City of Anacortes Permit#: BLD-2012-0406 904 6th Street Issue date: 09/26/2012 , "',_ P.O.Box 547 Expire date: 03/27/2014 l'iov 0 Anacortes, WA 98221-0547 �',rka (360) 293-1901 �, Cr Job Address: 712 4TH ST Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Addition to Longshore Building on Peir Two Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA 98221-0297 Phone: (360)293-3134 Phone: License#: General Information: Fees: Building Valuation 160000 Plan Review Deposit 432.17 #of Drinking Fountains 1 Building Permit Fee 1,329.75 #of Other Fixtures 1 Plan Review Fee 260.41 #of Kitchen Sinks 1 Plumbing Permit Fee 76.00 #of Lavatories 3 State Building Code Fee 4.50 #of Water Closets 2 Total Calculated: 2,102.83 #of Water heaters 1 Deposits/Receipts: 0.00 Total Due: 2,102.83 II THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i Q SIGNATURE OF OWNER OR-AUTHORIZED AGENT ISSU D Y- \ \`c\\ , I 10(1111. ErolosovIrtleotak UlsvAatiott Cotiticate oi UlsokatIcto Ibis dockOnent asskIres that the strt.tcWre‘ocated at.. had‘nsukat‘on insta‘\ed M conlffiance With Mdtastry standards by'. EPAtottraenta1U1sOat‘7.3.0 2200 aueert Stteet SuAte , BOvearo, 02SO State LIcense 0 00110 Components Msta1\ed•. \ kat CeOngs: ''''b \I au\ted CeOngs; ,,, OoorsiOndecheat R r S‘gned: IkkNe.. cc),_ c,D • ' 0- "e Oep th\s certOcate WO-%yokff other va\txed papers. ‘i yox,‘ever se11th‘s property,th‘s cerOcate shotAd be passed onto the purchaser n _._..._: i%... " �_i 't _i / _ `_pit:. L'fi.;:1 1 ' k. a(ca.ion _,,.i:._ $120.28 c,*" 0 .441 Anacortes Planning, Community & Economic Development Dept. — -- Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 �9L'l01C 4. Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official September 14, 2012 RECEIVED Port of Anacortes S E P 1 9 2012 Teri Switalski P.O. Box 297 PORT OF ANACORTES Anacortes, WA 98221 Re: SDP-2012-0004 Longshoreman Building Addition Dear Ms. Switalski, Please find attached a copy of the Planning Commission's Findings of Fact and shoreline permit that have been issued for the above-referenced project. After the applicable 5-day City appeal period, the permit will be forwarded to the Department of Ecology. Please note that construction pursuant to the permit shall not begin and is not authorized until twenty-one days from the date of filing as defined in RCW 90.58.140(6) and WAC 173-27-130, or until all review proceedings initiated within twenty-one days from the date of such filing have been terminated; except as provided in RCW 90.58.140 (5)(a) and(b). Additionally, pursuant to 17.62.010(A)(2) AMC and condition #5 of SDP-2012-0004, the expense of posting, mailing and publication of notice of public hearings shall be borne by the applicant. Below please find a summary of posting, mailing and publication costs for the above- referenced project: For Type Cost Notice of PC Hearing(SDP-2012-0004) Anacortes American publication 120.28 Total $120.28 Prior to construction plan approval/building permit issuance, please remit payment in the amount of $120.28 to the City of Anacortes for reimbursement of the costs associated with providing notice for the above-referenced project. An invoice for the amount due will follow this letter. If you have any questions please feel free to call me at 360-299-1986 or email me at libbyb@cityofanacortes.org. Sincerely, a✓ Libby Grage Senior Planner cc: Ryan C. Larsen,Director,PCED; Don Measamer,Building Official/Assistant Planning Director Teri Switalski From: Measamer, Don <don@cityofanacortes.org> Sent: Wednesday, September 26, 2012 1:20 PM To: Teri Switalski Subject: Permit Longshore Bld Hi Teri, Permit BLD 2012-0406 Fees are $2,102.83 Don Measamer City of Anacortes Assistant Director, Planning & Community Development Building Official don@cityofanacortes.org Phone 360.293.1901 Fax 360.293.1938 Incoming and outgoing entails with the City of Anacortes may be subject to public disclosure and/or records retention requirements. 1 011Y o+4 Commercial Building Permit Application Building Department 4.10004, P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 SITE ADDRESS: Pier 2 Marine Terminal, 4th Street and Q Avenue,Anacortes CONTRACTOR 0 Applicant PROJECT DESCRIPTION Remodel existing 512sf building to include updated Name windows, heating, food prep area, desk area, mechanical Address room and existing restroom, as well as add approx. 325sf to include two restrooms with showers, hallway with boot City/State/Zip wash and lockers, and decontamination area. Phone FAX State License# Exp • PARCEL NUMBER City of Anacortes License 32900 • PROPERTY OWNER ®Applicant LEG�L DE�SCRIPTIOI ANAL RTES DE LANDS T 16 PTN TRS 4 TO 7&13 TO Name Port of Anacortes 15 PL 9 BEG ON N LI 3RD ST&E LI RAVE THE AL GN LI 3RD ST 100FT TPB TO SE C HARRIS TR AF#48879 TH N ALG E LI Address 100 Commercial Ave SD TR TO INNER HARBOR LI TH E ALG SD LI 316FT TO NW City/State/Zip Anacortes. WA 98221 PROJECT VALUATION Phone 299-1830 FAX 293-9608 $160,000 E-Mail Address teri@portofanacortes.com Number of Stories 1 Building Area: l Architect 0 Designer 0 Engineer 0 Applicant 1St Floor s.f. 2nd Floor s.f. Name Underwood &Associates 3rd Floor s.f. Basement s.f. Address 1005 4th Street Lot Area s.f. Construction Type City/State/ZipAnacortes Use Zone Phone 360-588-0471 FAX Impervious Area E-mail Address mike@underwoodarchitecture.com Other(Describe) TENANT 0 Applicant LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IN VALUATION PER RCW. Address Name City/State/Zip Address Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK Commercial Mechanical Fixtures Fuel Type ❑ Natural Gas El Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU 0 Gas Fireplace 0 Boilers/AC/Heat Pump 0 Other Units Gas Outlets 0 1000w wall heaters 4 Ventilation Fans 4 4000w ceiling heater 1 Gas Water Heater 0 2000w ceiling heater 1 Range Hood 0 Commercial Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet 4 (2 new) Utility Sink 1 Dishwasher 0 Hose Bibb 0 Hand Sink 4 (3 new) Water Piping Kitchen Sink w/Disposal 0 Additional Fixtures Clothes Washer 0 boot and emergency wash 1 Electric Water Heater 1 (update existinc) drinking fountain 1 I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICEN E. 945-1, APPLICANT'S SIGNATURE DATE 1 Last Updated 11-29-05 Y ' � CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Addition to Longshore Building Location: 712 4th Street Owner: Port of Anacortes Owner address: PO Box 2977 Anacortes, WA 98221 Constructed by: Irving Construction Building permit #: BLD-2012- 0406 Date issued: September 26, 2012 Occupancy type: B Code Edition: 2009 IBC Use Zone: MS Type of construction: 5A Fire sprinklers installed? No Square feet: Addition: 252, total: 764 Dated: March 27, 2013 Building Official: Fire Marshal: Pier 2-project location See partial site plan fieeH72:41rifii:).0:1: :iii„:„..iiiiiiiiii:ii:iiiii:fii,iiii; I '� . w t� ' I �pat tan %s, f ' rr g; (y � c, U ` w �� IL:�� it "' : a Underwood & vi Port of Anacortes wit (`1/4 ZC: Associates Ilc 1 u t. _ Ici O Q,AnacortescAl W O 1005 4th Street r " '; ,c r t anacortes, Washington 98221 ' ' ii .M c O f-cC as, 360.588.0471 0 0 o y • r 0 On < to• o W O mike underwood, AIA ;' zrrilhREftrecorft -Iy(]- Lr P2.c m.cc '. a f 4.} a.,` "A f a i 3 a ,.>.� O J 2 ca p m wAttgw mike@underwoodarchitecture.com - r4* ,. a , , 70 fit" --x y, on s oreman Buildin..r.s• g iS ,1p 8 X T. '' Mt '" DY 3 , ..,<., ,, ... 4 .,,.. -. ABM i C I '�' k% Sr�, '4 '� 'Ox °� � attw'i_� � miliiii �' A rniacortfte29 Ws i i P mac, 3 Google Vicinity Map C 1 : 2000 • a � y � � fi �' b P ; 1 � x, , rm. ,'"1 4,..../.:1, ems., This Is A Standard List Of Abbreviations Used B This Office. Items Listed May Or y --:. ,!" Iiiiiakimint ,pmi t . May Not Be Used On This Set Of Drawings. y 1 , ? ; . ...- 4 ; ' . AA.b. Anchor Bolts Ga. Gauge SC Solid Core • / z ° r Ac. Acoustical G Galv. Galvanized S Sect. Section ;, /� � � Add. Addition Glu-lam Glue Laminated SF Square Feet ' z- - I Adjacent GLB Glue Lam Beam Shtg. ...c %' "). . Adj. Adjustable1 Sheathingale; �„ ,. . 41C- A.f.f. Above Finished Floor Gr. Grade Sim. Similar • � � V��i�l ii' ( r I •. �z Alt. Alternate GWB Gypsum Wallboard Spec. Specification �;; ram ;, ; Sq. Square , , " , " 7:u Bld. Building HB Hose Bib SS Stainless Steel .�( _.. „ ,.. B Blk Block H I-IC Hollow Core Std. Standard # ) ' °" B.O. By Owner Horiz. Horizontal Stl. Steel ;, Btm. Bottom Hr. Hour Stor. Storage ;" �. , ` B.U.C. Built Up Column Hdr. Header SS Storm Sewer .' iiililiri t }, ti r` Ys,. 0 1 ,, BWP Braced Wall Panel Susp. Suspended ,i , f >, Lfi,, ; s xx i0 x Insul. Insulation -� i-` +1 Cab. Cabinet I Int. Interior T. Tread ..... ., •C Cdr. Cedar I TOF Top of Footing p C.j. Control Joint Jt. Joint TOC Top Of Curb Clkg. Caulking J Jst. Joist T&G Tongue&Groove r' C.L. Centerline Thk. Thick I r ! ' r r CMU Concrete Masonry Unit K Kit. Kitchen TOS Top Of Slab aR r e f V U © &U SEP 2 5 202 Col. Column TOW Top Of Wall �/ ����ff Conc. Concrete L Lay. Lavatory Tv Television 6 ` V ` I ■ is Constr. Construction Typ. Typical Cont. Continuous Mat. Material M Max. Maximum U UNO Unless Noted Otherwise Architectural Sheet List DD. Dryer M.b. Machine Bolt Dbl. Double Mech. Mechanical Var. Varies Sheet Df Douglas Fir Memb. Membrane V VCT Vinyl Composition Tile Number Sheet Name 9878 Registered Dn. Down Min. Minimum Vert. Vertical ARCHITECT DS Downspout Mir. Mirror Vest. Vestibule Dtl. Detail Mtl. Metal General Notes BuildingCode Pro ect Directo BuildingInformation Ao.o Title Sheet DW Dishwasher Washer W. Washer Michael G. Underwood A1.2 Site Plan State of Washington N (n) New WI With 1. Allpotential contractors shall thoroughly familiarize themselves with 1. City Zoning Cata o [17.17]Manufacturingand Shipping District(MS) Owner: Pod of Anacortesg 9 Yjobty 9 9 ry PP 9 Site Address: 7184thStreet-Pier2 A2.1 Foundation Plan & Details EEa. Each NIC Not In Contract WC Water Closet conditions before bidding to ensure that they understand the scope of the PO Box 297 Anacortes,WA 98221 EL Elevation NTS Not To Scale WD Wood work.These notes are general in nature and are intended to set the minimum 2. Allowable Uses: [17.17.020]Manufacturing,storing,and shipment of Anacortes, WA 98221 A3.0 Floor Plan Permit and Bidding Elec. Electrical W/O Without standards for construction. Any conditions which are not clear or are different goods, research and development,offices, maritime administration, and public Parcel Number: No assigned Parcel number- A3.1 Wall Framing Plan Elev. Elevator OC On Center WP Water Proof than required by code or site conditions shall be brought to the attention of the meeting space, building and repair of boats and ships, boat and marine Architect: Underwood&Associates, LLC P32900 is directly adjacent south A3.2 Roof Framing & Demo Plans Set EQ Equal 0 OFCI Owner Furnish I WWF Welded Wire Fabric Architect Immediately. The contractor shall verify all dimensions and equipment sales and services,public parks, piers,wharfs,dry docks,and 1005 4th Street Equip. Equipment Contractor Installed conditions on all sheet drawings and in the field,and notify the Architect of related facilities,commercial parking, private parking,and public parking. Anacortes,WA 98221 Building Areas: A5.1 Wall & Building Sections (e) Existing Opng. Opening any discrepancies before proceeding. Mike Underwood,AIA Existing Floor Area= 512 sf A6.1 Building Elevations Project name: Exist. Existing3. Setbacks: 360 588 0471 New Floor Area= 252 sfsf Lon shore Bldg A8.1 Lighting, Electrical, & Mechanical Plan Ext. Exterior P lam Plastic Laminate 2. Specific notes and details shall take precedence over general notes and Primary Street(4th Street-through P32900): 10 Feet Total Floor Area= 764 sf Ply Plywood typical details. Side Street(none): 10 Feet Stuctural: PCS Structural S1.0 Structural General Notes Addition/Remodel FD Floor Drain PR Pair Interior Side(abuts parcels P32904 and P32903 to the west and 1250 Pacific Avenue S1.1 Structural General Notes F3. Dimensions shall supersede scale. P32902 to the east) 10 Feet Tacoma,WA 98402 Fin. Finish PT Pressure Treated Rear Yard(abuts Guemes Channel): 10 Feet 253-383-2797 Codes S1.2 Structural General Notes F.f. Finished Floor 4. All work shall conform to the latest approved editions of the standards Jack Pinkard S2.0 Framing Details FS Finished Slab p R. Riser listed In"codes". 4. Allowable Building Height: [17.17.090] 50'-0" 1. Building And Structural 2009 IBC S2.1 Structural Details FLR Floor fit Rad., R Radius Actual Building Height:11'-6"+1- 2. Mechanical 2009 IMC And 2009 NFPA Fnd. Foundation R.d. Roof Drain 5. Provide 6"High temporary and permanent address numbers on site that Project Description 3. Plumbing: 2009 UPC SGI General Notes ci Project: 1215 F.o.c. Face Of Concrete Ref. Reference are viewable from the street. 5. Construction Type: Type VA 1. Construction of a new restroom and shower 4. Energy And Ventilation: 2009 WSEC SP1 Specifications i F.o.s. Face Of Studs Regd. Required facility addition and the remodeling of the existing SP2 Specifications Issue Date: 9/20/12 Ft. Foot Or Feet Rm. Room 6. Occupancy Classification: Group B interior of the Longshoreman facility located at v Fur. Furring RO Rough Opening the end of Pier 2 off of 4th Street. SP3 Specifications y F.e. Fire Extinguisher SP4 Specifications o Grand total: 19 Title Sheet C m (-- Abbreviations 2 Project Info AO . O U 9/23/2012 4:51:59 PM F. Guemes Channel :',#:,t&v.,%?;:ler " 2001-0 " Pier 2-project location f shoreline jurisdiction boundary �` a • See partial site plan bull rail ' stormwater Management j ��'. 1. Access Road Requirement#1.: storm water site plan ' ' Construction vehicle access shall be limited to one route, See site plan, for property lines, location of building and drives, and W t : I existing patio and landscape areas near the additions. Other unless otherwise approved by the official. requirements are noted on drawings. En a Underwood & $` s Sediment tracked onto the ublic roadwa s shall be ; 35 p y Requirement#2: construction storm water pollution prevention ASSOCIateS, llC M �trig; �,' ' cleaned on at least a daily basis. ` r 1. Mark clearing limits: clearing limited to building site as shown on 1005 4th Street 25'-0° Concrete paving anacortes, Washington 98221 ' �' '° 2. Soil Stabilization Xrffil site plan. OHWM setback All exposed soils shall be prevented from moving off-site 36D.5ss.D4n ., or onto natural or artificial drainage systems through 2• Establish construction access: construction access is existing and T ` shown on the site plan. it suitable application of bmp's70.: , including but not limited to _ mike Underwood, AIA A fire hydrant 11 asphalt paving ` - sod or other vegetation, plastic covering, mulching, or r , �• .t � 3. Control flow rates: n/a. I I o o �o mikeC�underwoodarchitecture.com M s` application of ground base on areas to be paved. (e)ds cci �, g • I I .2o ds r.t".J.x«3 ' c« " ��� 4. Install sediment controls: natural vegetation retained where I I I it u practical. Provide silt fence as necessary for protection of sediment I - proposed additionit! W _ 3. Protection Of Adjacent P P ' ,* deposition to adjacent areas. Install silt fence per department of ds 1 entry roof and all components ""� iiff s } ,. Properties ecology's guidelines for BMP C233 at locations shown on storm water o E l r associated to be Add Alternate 1 r '; Adjacent properties shall be protected from sediment site plan. o I ° _ tt de osition b appropriate use of ve etative buffer stri s I f existing building o p y pp p g p ' 5. Stabilize soils: sedimentation trapping measures as shown on crdina high eater mark °• # - sediment barriers or filters, dikes, brms, or mulchng, or ry 9 i'. (e)water meter g t ` t storm water site plan (silt fence). All soil stockpiles shall be covered I I P - ,u by a combination of these measures and other -- (e)ds a appropriate BMP's. with plastic, mulch, or straw if not worked after 2 days in the rainy I I ds o o I itif 6season (Oct. 1 - May 1) or 7 days in the dry season. All exposed existing jersey barrier C+ and chain link fence , power pole N soils, stockpiled or at final grade, will be stabilized as above and `' `'' 4. Maintenance surrounded with a silt fence until such time as natural vegetation I I ; top of bank-edge of asphalt / s.s.and sewer pump-private ad 4 M provides the same level of protection. g p I I 26'•0" t4'-o" '' .4 t °�' All erosion and sedimentation control methods shall be I I to top of bank / ~ ; existing restrooms maintained and regularly inspected by the permit 6. Protect slo es: excavated materials to be placed on uphill side of mean water mark at 0'-0" / A a licant in order to ensure continued erformance p 43'-57116" i- / existing mobile8x20 modular office • . k c - e a" , un P exposed area. =f^ Tis" during the like of the construction. (Note: without proper i I to O.H.w.M. maintenance, city I county building inspectors may 7. Protect drain inlets: all exposed vertical tight lines to be covered I I // • existing trench drain suspend all authorized work on your project until until final connection. Other drains to be buried in drain rock. ;m j. % ' ,w corrective measures are completed.) existing stone rip rap-no vegetation f 1 / 8. Stabilize channels and outlets: erosion outlets to be prevented as I I / / W 5. Unusual Events with surface run-off and with stockpiling of removed materials. I I /ss Vicinity MapAny ( g Downspouts to tie into tight line and run to sloping grade to be /- 1 adverse effects of increased runoff unusual or lar a dispersed by rock out fall away from house with a 50' vegetative I I p storm events) resulting from land distribution activities buffer. Per BMP T5.10, provide splash control at locations shown on I I / C 1 : 2000 shall be controlled by appropriate measures as soon as / site plan to provide no more than 700 sf of impervious area drainage I 1 /, I I 11 possible. Additional erosion control measures may be per block, and separate the blocks a minimum of 50 feet. I I ! / \ necessary where your project is located adjacent to a critical area. 9. Control pollutants: potential pollutants shall not be stored on site. I I // • I material staging All solvents, paints, gasoline, oils and other chemicals to be removed I . ; from the site at the end of each work day by the contractor. Concrete / / — _ — — SD — wash-water will return with truck and will not be dispersed on site. 1 — — — — i —SD— I r — — — i / - / -t _ - _SD- T ` 10. Control de-watering: nla., as per#8 / { / (� — — — 11. Maintain bmp's: bmp's will be maintained. Inspection will be I f/ power pole �� (e)storm drain manholeI completed after run-off producing storm. Contractor to manage and / / / private s.s.-assumed \ maintain all BMP's. 1 /• w 12. Manage the project: management of project following the plan I / // / \SD, detailed above will be done by contractor. 1 / Requirement#3: source control of pollution / No new source pollution. / // ' Requirement #4: preservation of natural drainage system. / \ Natural drainage to be unimpeded. / (e)storm drain manhole / ,, requirement#5: On-site stormwater management. W BMP's will be inspected and followed as outlined in requirements 1-4; 1 // / P •ss i / ` / 9878 Registered N ARCH TE T Tesc Notes stormwater Management Site Plan Michel Washn trwaonod \Ly 1/4" = 1'-0" \"'� 1/4" = 1' 0" 1) 1 20 0 • Permit and Bidding Set Project name: Longshore Bldg Addition/Remodel Project: 1215 Issue Date: 9/20/12 v G v G ro Site Plan O C v o i At2. 2 9/23/2012 4:52:00 PM U ' &arc • x s , %ems mxi W cl pile clr Underwood & 1112" 11314" a' ° #4 tie @ 10"o.c. • center of existing pile I III I -� �~ ° .$ -, ° , Associates, l lc (2)#6 @top 1 • 1005 4th Street t ' . - . - .: °t -., -.'aa - :°- °` 4- as e .._ anacortes, Washington98221 ° g •° -J ° -a °f ° 0 � ..� - - ° •._ . a• E Ell 360.588.0471 As- " • m n' -- m n.° • ° mike underwood, AIA • < grade beam 10'-0" - existing slab to °1`L;,i, ice•°ti 1 !Z.:. mike@underwoodarchitecture.com 'I' #4's 1112" °�° trim top of pile to allow bars ° + to fit past paint-cut end wl [Add Alternate#2]-Install (3) 16" dr existing 14"x16" 1112" � cuprinol#10 dia.wood piles to a depth of 50 feet _,' Foundation Plan Notes: _ wood beam and terminate 3 feet above round Jers g � 1. Coordinate w/ mechanical and • E• < 16"dia.treated timber pile wl metal cap-for future use. electrical for locations and sizes of (3)#6's at bottom foundation /slab block-outs. dr 1 < 50'-0"from(e)grade 10'-0" -, • 2. Fasteners: metal elements — / E. F I o including, connectors, must use —/ 1'-0' FL 16"dia.woodpile- hot-dipped galvanized metal when typ.at(4)locations under — C I in contact with ACZA pressure HDU2 see-detail 1152.0 HDU2 new building addition-see detail 5/A2.1 treated materials. [r319.3] - see — - -, _ . -, 37/sp1 New footing to Existing structure 1 Typ. Pile at Grade Beam - Q. — N 3. Trusses: all concentrated toads 1 ,— —, — — — � I ! [Add Alternate#1]-extend slab to from roof trusses must be (3) 1" = 1'-0" �/ 1" = 1' 1 I I I intosuoeersrt ting sst abwse l2(2)#4 rebar locations-f1B transferred to the foundation with a I I floor I I j s; built-up post and footing as I • drain I �, required. Verify locations with Itruss engineer. 2x6@16"o.c. 1 I T-3318" I I �1 I I 15/32"shtg.-block panel edges&nail wl 8d cl pipe within middle third of grade beam ] I 3 I � C— � • counter flashing with drip edge `, @ 6"o.c.@panel edges&8d @ 12"o.c.@ A2.1 �� intermediate framing _ • ] I I I. I o panel edge nailing " . " " p- ;-:• a ; 8"concrete slab wl#5's at 12"o.c. . 518 dia.a.b.@ 4 o.c-embed 7 "°. 1 i"� I, ao match new perimeter _-` ` r. ° : each way-match existing floor I— • 3x3x1/4 p.washer 1 6 "1. .f = asphalt with existing ° • t I elevation. I t it: ., treated 2x6 plate N zs H - ' ' '-" 11'-4"I I I existing asphalt __� y. , a pipe sleeve • i� �1. :a ��N . = _a-. °;° 4"dia. - •— — — a° — ,- - a • floor drain I (, ` : •O� .a max. pipe 1 I .. ....{ #4's each side •: ° • _ — CD — - — — — II aluminum flashing-extend :�4 ,-•11/2" ' - ° < # @ 2"o.c. • °`^ 1 s O —O - . d to bottom of insulation ►s 4 - clr -.,,, $ < o #4's stirrups @ 10"o.c. .° §_ new construction •--• remodel existing ,41a 1'-0" 10' 0" 3' 0" ':I 14'-0" 16'-0"+I•field verify 30-0" ir . r i (4)#6 top&bottom w/ per plan 4'-2" corner bars N °A_ Foundation Detail at Exterior Typ. Pipes Through Grade Beam Foundation Plan 11 = "" "/ = "1 "I "" 1 - 1 -0 E�/ 1 — 1 -0 �� 1/4 = 1 -0 9878 Registered ARC T Michael G. Underwood State of Washington Permit and Bidding Set Project name: Longshore Bldg Addition/Remodel s, Project: 1215 Issue Date: 9/20/12 G Foundation O Plan & Details g 0 O E A2 . 1 N y Cl 9/23/2012 4:52:00 PM ¢ ff2 kF ��jf.l ,k existing windows to be replaced existing window to be replaced _ � level 01 tow r1 24' - 1" — _ sink �—� remodel al _ existing CMU wall fl _ L I construction to remain s existing door new counter with new paint X X X X X X X X X X X X X X X X ` . .9 existing door Underwood & joh 01 First Floor 16' - 1" Associates, Ilc Ni' 1 break room - east break room - north 12 >< 1005 4th Street 1/4" = 1'-0" 1/4" = 1'-0" o bracket fire extingusher existing cmu building 14 r 11 q anacortes, Washington 98221 d 13 at 40"AFF - 360.588.0471 existing window to be replaced area of interior remodel break room and new entry roof mike underwood, AIA . 1000., _ '_ " _ ' " F ♦ mikec�rmderwoodarchitecture.com door to entry hall 2 -0 518 3 -0 columns and porch roof �� /` 1 to be add alternate • new cabinetry and '�'-Ming i ( 30'high counter jr 0 1 infill existing opening to match or- • 11 / ■ adjacent materials ���� lower cabinet add alternate Floor Plan Notes: 0 opening for refrigerator 013." --y I ) safety $ I 1. All dimensions are to face of stud unless • o new cabinetry I t ,a I I I equipment and I noted otherwise. �' I coat hooks 1 1 ! I z, ` 1111 �__ — I transfer g l II I �, 2. See foundation plan for additional framing 13 break room south break room - west sI shower 1_Nee �' , ; $ J � m notes. g 1/4 1 -0 1/4 1 -0 ( oUWer roo1712 Inei counter I3. All exterior walls are 2x6- 16" o.c. Studs Jir I >� I entry I unless noted otherwise (u.n.o.) I , a 3.0 a I I hall I existing door tav�,I / /1s\ I ® m.a. L — I 4. All interior partitions are 2x4 16"o.c. 51 ® drinking k - I columns andporch Studs unless noted otherwise. I 18 A3.0 1 I S.d. -� roof 1 -_�N. / I fountain bracket mounted 5# ` 1� to be add alternate zo _ 17 I 2A fire extingusher 5. Provide backing in all bathrooms for towel door to break room `J a. level 01 tow I ago I I at40 AFF bars, toilet dispensers, medicine cabinets, I 24' - 1" 1 I iav 7 I I - — — T-i' 1 etc. Coordinate with owner for locations. _ , boot and x I — I rl �` §h ,wer ;:;;;ALI._existing entry door beyond I - > I woJ'�n °c n — Legend: A01 777 I Exhaust Fan - vent to outside Iii' 11 ® I snirl I / I �� rr� I k I See 145 & 146/sp1 1� 0 0 0 ��I�I " mec I. A3.0 10 - bw1 V - wo1 - lay x I -�— new drinking fountain Ier �I ��\7� >< Smoke Detector-4- - ' shower N Gt I I SD connect all detectors r and new counter I shower I 7slnk: "ti1 1 wc1 N Gi e �� existing cmu o I I provide each with a battery _ • I I I I — 01 First Floor I or t I backup See 104/sp1 16 - 1 u - new meter I main and breaker panel / Carbon Monoxide Alarm hall - east hall - north area of addition ligi to shower room 2 t41 ON 16 U" Xx See sp1 for keynotes 1/4" = 1'-0" 1/4" = 1'-0" to shower room 1 \ 30•0. unisex restroom signs - ,' — Floor Plan see A3.l for Framing&Details 1 1/4" = 1' 0" D © n O Floor Plan Legend boot wash station - o Key Value Keynote Text • A k,___ / A - ‘, — _z new ADA drinking fountain A01 Provide backing in all bathrooms for towel bars, toilet paper holders, medicine cabinets, etc. Coordinate with owner for locations. hall - south t_l_e hall - west OD 1/4" = 1'-0" 1/4" = 1'-0" sealed concrete floor with clear finish jph level 01 towMU snrl — — — 24' - 1" FRP wainscot Plumbing Accessory Schedule 11111.111111 FRP wainscot to 72"above . 1111111 PA1 finished Floor.cap with alum. 9878 Registered Type "J"molding I A I ECT Mark Description Manufacturer Model Count �� 1 I IMIPIMIll PA5 PA3 ; D �av transfer shower j D O p PA3 Michael G.Underwood PA1 Paper towel dispenser and trash can unit Bobrick 8 369 4 + PA5 �� ^x n lay State of Washington PA1 pdispenser" "highI z.., w� U Permit and Bid in PA3 Hand soap Bobrick B 2111 3 PA4 wall mirror 24 w x 36 Bobrick B 290 2436 3 IIII I�rl `U d g 01 First Floor ter. �■ •�•� Set PA5 Toilet grab bars Bobrick fB-6897 and fB•6806.99x24 vert. 2 g=1 — — — — — — — — — - — PA6 Recessed toilet seat over dispenser Bobrick B-301 3Project name: rubber base covering base @2 shower room 2 - west 3 shower room 2 - north 4 shower room 2 - east r6 shower room 2 - south Longshore Bldg / 1/4 1 0 1/4 1 0 1/4 = 1 -0 Addition/Remodel jk level 01 tow 24' - 1 — — — — — — — / remove existing window and infil- — v match adjacent materials < FRP up to 72' Project: 1215 PA3 < FRP up to 72" <,' r FRP up to 72" Issue Date: 9/20/12 g I existing cmu wall non rl o K U 01 First Floor �'' Floor Plan e women's restroom - south $ women's restroom - west 9 women's restroom - north e women's restroom - east . 1/4" = 1 0 1/4 1 0 1/4" = 1 -0 1/4" = 1 -0 rt c. A3 . 0 9/23/2012 4:52:03 PM Door Schedule a's _ Door size door frame• Door Type Construction Frame From Room: To Room: c b 0 existing door Number status Style Width Height Thickness Mark Manufacturer Model Type Finish Type • Jamb hardware • Name Name 4 . 1 existing vision panel 3'-0" 7'-0" 0'- 1 3/4" D1 n/a re-paint group 1 break room 2 existing vision panel 3'-0" 7'-0" 0'- 13/4 _ D1 n/a re-paint group 1 hall - • 3 new flush 3' -0" 6'-8" 0'- 1 3/4" D2 Lynden Door CD200 steel painted hollow metal F3 group 3 hall men 9'-4" 4'-8" 4 new flush 3' -0" 6'-8" 0'- 1 3/4" D2 Lynden Door CD200 steel painted hollow metal F3 group 3 hall women 5 tip"� 5-2 314" 3'-4" 1'-4"i • 5 new flush 3' -0" 6' -8" 0'- 1 3/4" D2 Lynden Door CD200 steel painted hollow metal F2 group 4 mech hall break room C B 1 Underwood & 6 new flush 3' -0" 6' -8" 0'- 1 3/4" D2 Lynden Door CD200 steel painted hollow metal F2 group 3 hall shower room 1 3 2io, } 7 new flush 3'-0" 6' -8" 0'- 1 3/4" D2 Lynden Door CD200 steel painted hollow metal _ F2 group 3 shower room 2 hall A5.1 A5' Associates, IIC 8 new 1/2 lite 3'-0" 6'-8" 0'- 1 3/8" D12 shg2 steel painted hollow metal F1 group 2 hall break room 3'-2" 3'-0" 1'-4" r-^ Grand total:8 shim wl4 as necessary for shower WillIL 1'-7" T-10112" 1005 4th Street ( A ' y} anacortes, washington 98221 8" 1'-B" 8" -4, �3112" [ B-1 • 360.588.0471 w12 4. ih i i I i 3 -flu 4 flu 4 .0" 2' 0° w12 t _- c, w13 "' E? mike Underwood, AIA • t • / '� — — —� — — �a zv mikeC�underwoodarchitecture.com lass q ' w1 r to 9 / englass o 1 shower room 2 W9 --CH- 1 B > ` N °D A5.1 . `° . skylight 'Cl `� g hall existing door / w5 °° . 0 i " • jr :::; 3 O" jr 3 O, w11 ll - CJ .;;::.. O D1 D2 D7 A B R1 SL1 ' shower room I As we . 2 existing 0door types window types Er, A01 men me o 1/4" = 1' 0" O 1/4" = 1' 0" A5.1 /' 7e, I W2 I W4 Zr mech C W2 - w12 Wiz we "2 I - Zn 1 Window Schedule w14 w12 en Z." size window frame a -• - , , 3'-2" , w11 existing electric panel to verify floor drain location and Type frame shim w14 as necessary for shower remain and be used as junction / adjust framing dimensions to w14 w2 Mark status Width Height Type Manufacturer Model Construction Type material frame finish jamb sill Count ` box align shower drain to floor drain. A new 3'-0" 3' -0" horizontal slider Milgard Montecito dear-dual glazed gwb paint WJ-1 WS-1 1 3'-9" 5'-7" 4'-6" 6" 5'-2314" 3'-3112" 5'-23/4" 6" B replace 4'-0" 3' -0" horizontal slider Milgard Montecito dear-dual glazed cmu paint CMU CMU 4 14'-0" 71/Z- 16'-0" -` 7112' R1 new 4'-0" 3'-0" interior relite-horizontal slider Milgard Montecito dear-single glazed gwb paint RL WS-1 1 30-0" SL1 new 2'-0" 2'-0" skylight velux 3 14 Floor Plan Grand total 9 ,,.} FRP panel to 72"AFF PlumbingFixture Schedule FRP panel to 72"AFF :"GWB 5/8"GWB sir GWB Type material R15 sound insulation Mark status Description Manufacturer Model Comments finish color notes Count _� ���Veit��! MAIM — — — —�'---— — — — 1 �1 — — bw1 new boot and eye wash shower Accessibility Professionals APTXST3838 BF 625 Freedom Shower with American Standard 1662.551 Rain 1 2x4 stud zxa stud 2x6 stun Shower hand held system and Acorn#51100 safety shower and S0420 eye wash bowl /8"GWB df1 new wall mount drinking faucet Elkay EZ04 1 fd existing floor drain 2 W1 W2 W3 lay new wall hung sink American Standard"Missouri" 0436.004US with 9316.200 faucet 4 shrl new One-piece barrier-free transfer shower Accessibility Professionals APTXST3838 BF 625 Freedom Shower with American Standard 1662.551 Rain 2 Shower hand held system FRP panel to 72"AFF FRP panel to 72"AFF sink2 new service sink Mustee 18F with sink faucet 7573.140 1 5/8„GWB 5M"GAB wc1 new wall hung water doset American Standard 3351.001 with 3351.001, 5901.100, 6047.161.002, 47007-0070A 2 R15 sound insulation "AFWALL" _ _ _ _ _ _ � _� _ _ — G' 1������ss — — /►ilia' elil titan ilalilai �lj — wc2 new water doset American Standard 2487.010 with 735132400, 3191.016, 4006.016, 7381004-0020A, vitreous china white 2 — Gana;`�)1`�i` 5321.110 wh1 new 30 gal electric water heater american LDCE32-30H 4500w 240v-30 gal secure to wall with straps per code 1 2x4 stud 2x6 stud 2x4 stud RP panel to 72"AFF 5/8"GWB FRP panel to 72"AFF hollow metal door frame- provide metal"J" R15 sound insulation 9878 Registered smooth square rf trim hollow metal door frame- hollow metal door frame- W4 W5 W6 AR ITECT FRP panel to 72"AFF smooth square trim FRP panel to 72"AFF smooth square trim flashing at metal siding 5/8"GWB 1 5/8"GWB 5/8"GWB 5/8"GWB — caulking Michael G.Underwood 1 ' State of Washington + / 1 art.Metal well Panel eR.Metal wall Panel - — FRP panel to 72 AFF wilding wrap building wrap Permit Bidding 11 Ir en �` • , �` 1111�," • "' GWB building lsheathing b IhearwallaheaMing arm and ass salmi • ���♦ ♦ 1�/ ♦ •light• 1 ('♦ • ♦ far'1 ♦ / Mr• 2x4 stud 2x4 stud ` —/ ♦ r �i' l ♦ f♦ rt'' ♦� ♦ ' . "♦ )1 � . i — — )1 ♦ _ ! ll = ♦ Set 5/8"GWB — �����i��i).. car� E;�i��i��i������ E_����i♦��1�� i� 5/8"GWB 5/8"GWB 2x6 stud 5/8"GWB Project name: F1 F2 F3 RL -jamb and head (sim) 2x6 stud 2x6 stud 2x6stud Longshore Bldg 5/8"GWB 5/8"GWB R21 batt insulation R15 sound insulation R21 ben insulation provide metal"J" 2x6 stud 314"melamine sill RP panel to 72"AFF Addition/Remodel flashing at metal sidingW7 W11 W12 vert.Metal wall Panel ��l 'I shearwan sheathingcaulking ; All �: vert.Metal wall Panel �tr a 5/8"GWB 1x3 apron � r % caulking vert.Metal wall Panel . III - p i _�< buildingwrap Project: 1215 2x sill �'/— hearvall sheathing ' shearwan sheathing Issue Date: 9/20/12 Sri � its IAheader-see plan �' it _ _f. r�rR......�II rovide metal J It I A 11—:__ iI A _ : _ — — — c ...is, p 12 shearwall sheathing N flashing at metal siding '% Wood Stud ' tie ti 5/8"GWB 5/8"GWB vert.Metal wall Panel Wall Framing IlliSai 2x6 stud 518"gwb(3 2x6 stud 5/8"gwb(3 5/8"GWB Plan way wrap) way wrap) R21 baa insulation raj 1 Q WJ1 -jamb WH1 - Head WSJ - Sill W13 W14 - A3 . 1 . Door and Window Frames wall types ci 0 1 1/2" = 1'-0" 0 3/4" = 1'-0" 9/23/2012 4:52:04 PM . • • Note:Contractor to protect site as necessary to provide a safe project area,and clearly identify the � construction area for on-going pier operations workers. Coordinate location with the Port and clearly , identify workers parking areas,and material storage locations. 9 c2.1y Underwood & _..._..-.._ .__.._._.._� _ I, : !_- __,-� _-= 1 �� existing roof structure Associates, I lc 1005 4th Street Remove existing window and prepare 1 L6x4x5/8 anacortes, washington 98221 opening for replacement window 360.588.0471 NOTE:new roof costrucon at entry } Add Alternate#1- n• c ding,but not mike underwood,AIA at(3)locations each along east&west limited to,modification of existing roof, Remove all ceiling mounted light fixtures. angled post below eaves,roofing,overkaming,columns, mike®underwoodarchitecture.com walls provide add'I wall anchorage per and all assoaated components to Remove gutter and , HIS2.1 approximately 6'-4"o.c.max. `.� achieve desired end result downspouts,cut and remove roof overhangs at areas to receive addition(s) \ y % � --a- simpson CS16x10'on top of plywood- s • Remove existing window and prepare © / © nail 4'to existing raker 8 6'to new I 6x8 r., 0 opening for replacement window 0� ® S2° 4x8 d.f.#2 ® construction•provide 2x4(odcing �� I, -� Roof Ventilation new construction 2 laces r remove window and i- �� /r ft s2.1 Required: 254 s.f. /300 =0.85 s.f. infill to match adjacent , , ,, overframmg per truss I (50% at Ridge and 50 0 at eaves materials ! ii, manufacturer-see 10/S2.0 it . . • 4 p - II I S2.0 Provide at Ridge: 21 Lf. ridge vent at • 52.1 ttttttttttt� _ - - - �A IL..:,.�I -- 2'-p" .09 s.f./Lf. = 1.89 s.f. > 0.85 s.f. ok! Support roof prior to wall removal. Remove wall,floor to ceiling,including all ' e II II ridge I�-1 i Remove wall,floor to ceiling,including all L ;� 7 fixtures and equipment. Modify existing t " ` Provide at cave: 14 blocks with (3)2" fixtures and equipment,Cot wall at I _ floor slab at wall removal location to �S2.1 II II II II t, existing CMU unit breaks.Modify existing match adjacent slab.Cleanlysaw cut ' s dia. screened holes at .06 S.f. each = floor slab at wall removal location to I � N � II i..'..m'" II II 0.85 s.f. > 0.85 s.f. ok! match adjacent slab. :1 ' / cmu at locations indicated. A5.1 ) II II II II velux Le1ux 0 II `� ;; ridgew/cont.vent o� FS15� [QFS15 u'l 5ll II II ` II r Cap and de energize all utilities below finished S2.1 r I, E\ floor or above ceiling,and remove all plumbing, o` II II _ \ - _ - °,/ vent stacks,and electrical componients �a� P `•) 7 II it---�-il 6x8 s2.1 )� �\ \_\ y- between walls. Grind,and fill floor slab as S2° �elux ( II II II 52.1 necessary to fill to match adjacent surfaces. QFS150 �/ coordinate removal of phone and phone 1 1" ex sting door I ge of IL J I 1 I II 4" �� C 1 ' 6 I II SL angled post below (2)2x4 wl LUS24 52.1 ` t. booth with Frontier Phone Company I B b 4 ea.end-typ. II I I Cap utilities and remove exterior emergency A5.1 "" remove window and infill to ( *-L__ wash equipment,and deliver to Port for re-use. _ ' ° F II ',i n . / I L - - J - _ II overframing per truss manufacturer-see 10/S2.0 match adjacent materials • * - Patch hales on building to match adjacent _ ; I t rb 1 (\ f surfaces. sheath roof wl 19132"plywood-nail wl 8d I L6x4x�18 _ x s� Remove wall heater,and all / ; _,_ - @ 6"o.c.@supported panel edges&8d @ > = � conduit and wiring - $ - �- Cap utilities behind new wall location and 12"o.c.@intermediate supports L _ J remove waterheater and all piping, utilities and fasteners Remove eye-wash equipment remove window and infill to match simpson CS16x10'on top of plywood-nail 4'to 9 and deliver to the Port for re- adjacent materials existing rafter&6'to new construction-provide 52.1 use. \2.OJ 2x4 blocking @ new construction(2)places Sawcut and remove ashpalt paving for new addition.Extent of area to be removed to be [ Roof Framing Plan determined by contractor to provide space to perform foundation work.When addition foundation and floor slab work is complete,replace asphalt paving from cut line to new \ / 1/4" = 1'-0" building foundation to match adjacent surfaces,elevations,and slopes. Demo Plan Roof Framing Notes: / 1. Layout shown here is for schematic 9. Provide diaphragm edge nailing above all 1/4" = 1'-0" design only. locerions.ior walls, interior shear walls, hip and valley \_� 2- Manufacturer shall provide and submit engineered design to the building department 10. Overlay framed areas shall be built upon for approval prior to fabrication and framing with sheathing already attached. installation. 11. Provide solid blocking between the bearings 3. Provide 2x overfill as required & designed of every rafter or truss and a simpson H2.5 clip at by truss engineer. every member. 4. All truss to truss and truss to beam 12. Provide a built-up or solid wood column connectors to be designed by truss engineer. beneath the bearings of all girder truss, roof 5. Typical roof pitch = 4/12 beams, and floor beams. 9878 Registered 6. Typical truss spacing = 2'-0" o.c. 13. Align stud wall framing with supported ARCHITECT 7. Typical truss tails u-n.o. = see plan trusses, rafters, and joists unless noted • Roof Diaphragm Sheathing: otherwise. 8. Wood sheathing nailed with 8d's at 6" o.c. Wood Michael G.Underwood • at supported edges and 8d's at 10" o.c. at 14. Manufactured Wood Product Designations. State of Washington intermediate framing members. (unblocked). GL: Glu-lam Face grain perpendicular to supports. Use LVL: Microlam Permit and Bidding metal "h" clips at unsupported edges. PSL: Parallam LSL: Timberstrand Set Roof Framing Notes Project name: (4) 1/4" = 1'-0" Longshore Bldg Addition/Remodel tProject: 1215 ill} Issue Date: 9/20/12 c a 0 c Roof Framing O & Demo Plans g I • A3 . 2 h. v 9/23/2012 4:52:05 PM l' 4 cont.ridge vent overframing per truss manuf. fs continuous ridge vent A5.1 %! CD QM new roof structurez. new skylight 1' n ,-`r'-H- . - -, .1 -,.. 1 Hi- 1. - — — ---- ------m""'--� ✓ ..... ..... -�- = Underwood & ( ........4--- existing roof structure ICI a 2 � �- R-49 insulation —s- �a� ` :;:._a.._.-, ' ' ' LLLLA. ... . . ' �1'•"� � level 01 tow � I�t�tt-.-.-.-- ...�IIIt�1�.1.1.1.1�tttt/�1. .1.1.1111/ � i�' pt/.�.M•1.�.�.:., �� Associates, Ilc — ♦fir■: . • — — level 01 tow R-13 insulation :' 24 - 1 R-13 insulation >( 24' - 1" 1005 4th Street :? R-49 insulation - i anacortes, washington 98221 R-21 insulation existin cmuwall > 360.588.0471 te• R-21 insulation =' = nn hall / . typ. ; shower room 2 ;ii shower room 1 Sim ? shovel Itl.m 1 o tg mike underwood, AIA Bo (Th 0se • I < ) mike@underwoodarchitecture.com 4 q A2.1 4 r o A2.1 III` � II: existing wood grade beam b eamO' 01 First Floor 01 First Floor — 1 I rI ` � ° a ' — 16' - 1" 16' 1„ - - „ I I I I I J � I:& uLJ[ iLfflt I I I=I I I I_ _I I I _ i— _I C I_ _ —I C I = I I II,J �, �„ / NOTE:see structural sheets for additional n n =I I II1-1 1— I 1 I - I I= III- �- I I I 21 otesa and details I I= I II- II II I I I I — I I= II—III—I I III I I I I—III— —III I III Building Section A /\ Building Section B 1/4" = 1'-0" composition shingle roofing over 30#felt I] -117 X pre-engineered trusses @ 24"o.c. OSB sheathing with'H'clips @ unsupported joints-size 12. and 1'-0" r insulation:t : aisinpag�r schedule q'illi Simpson Hurricaneie /ar fr II level 01 tow _ _ level 01 tow —�� ` -� R 49 insulation • cont.metal gutter 24 1 5/4x8 fascia board C_ dbl top plate 5/8"G.W.B. 1'•0" -. vented blocking between trusses \ rigid insulation Metal siding:Taylor Metal Products, Inc,or equal,26 gauge, Pacific . ` header per plan Blue, Kynar 500 paint,"SmoothWall Panel"with 12 5/8"coverage and 2 V-groove pattern,over Typar vapor baffler,over OSB wallCA sheathing(per shear schedule),over 2x6 studs with R-21 batt — < window per plan insulation,covered with 5/8"gypsum wall board with orange peel finish whole house fan ED Co "►t_ moisture proof sheetrock-green board frp to 72"all around FL Metal siding:Taylor Metal Products, Inc,or equal,26 gauge,Pacific It Blue,Kynar 500 paint,"SmoothWall Panel"with 12 518'coverage �f C and 2 V-groove pattern,over Typar vapor barrier,over OSB wall A sheathing(per shear schedule),over 2x6 studs with R-21 batt insulation,covered with 5/8'gypsum wall board with orange peel floor drains in new bathrooms 9878 Registered sim. finish �. AR ITECT ® Michael G.Underwood er State of Washington i sealed concrete floor-no color I tileMPO—i 01 First Floor — _ Permit and Bidding — 01 First Floor I I- \ . - . , . . :.. • 16' - 1" Ar Set • • ,� • ,•� Project name: " NOTE:see structural I-I I =1 I a -- IT- I Longshore Bldg —III - sheets for additional notes III=1 I = 4. 4. 1 =III " -1 • 1 and details I -1I -1 :'• �s •' 4 � ! d� III- I Addition/Remodel t I I=I 1 -. . . =I 1 I=1 I I �I =III-II `: :: 4: : ' ( III - ...) -III-III _=1 In II-II1=I Project: 1215 III— III 1 I— I 11-1 1—I 11=1 I In 11= 11= I =1 I_IIII III 1 Issue Date: 9/20/12 —111—I I 1=I 1 IIII IIIII—III G I- -1I I-1I -1III I1= I1=1I Wall & Building 46) Wall Section A Km Wall Section B Sections o (12 3/4" = 1'-0" 2y 3/4" = 1'-0„ T v A5 . 1 N . ] 9/23/2012 4:52:05 PM ti 44 t A;. Underwood & Associates, Ilc 1005 4th Street anacortes, washington 98221 360.588.0471 new overframing and roof addition beyond 3 new covered entry roof addition and all 1 new covered entry roof addition and all new gutter and down spouts A5.1 associated components to be Add Alternate#1 A5.1 associated components to be Add Alternate#1 meter main mike Underwood, AIA existing roof structure v� continuous ridge vent 12 ;�: w:n -� �.s�a.: ® W m�m mike@underwoodarchitecture.com n I sr„, ..„.„,...m • '!. j 3 C n .fi e " 2. a4"1416. 'iti �.#5�RFMRRM"Sehi '..yq'o n441500 AW X mw . '*f� vawz�a �( � ,ere y 3n�F('' .� r: iiraawi &�.v level 01 tow i W ,. , 5m9 r�� — ..Y, ': 3vy :(.s g;.., x .,S :: .:.�, . •x ..samxmm�.: ter._... — leV 24' 1" e„ � W. ., rem,v.., ` '°� - el 01 tow 2 �� : L. s i_ J. repaint door . .. . 0 ao ' EI 0 paint building exterior CMU ;o Z a, 01 First Floor — — 01 F — 16' - 1" first Floor 16' - 1" ew columns and bases • OEast Elevation 2 South Elevation 1/4 = 1 0 3 new covered entry roof addition and all A5.1 replace composition shingle roof with new new skylights associated components to be Add Alternate#1 composition shingles new velux skylights roof addition gBz,eWtnWAPP�a ,.a.d..'nmwv�ppwrztwixw 5 . #" ...:. .- 4. '« 7. 'YnAin i I�'111 i„ .; .. xres .,, sue'- ^ ... t� ./..%`�! . . . , - . k2YS wR,se�R�ea�l C 0. • tea Ana ter, — level ,...,,.J . , e 24' 1 i 20.59 . ... ..... area of addition o • • J .__.. . ] replace all windows I. 1 1 1 1 _ �.. .. { . .l -.r..., { !Y" :f r /9 /Q�W /4 Y /® Y r.Y/„„„,,, "'• ..-_..... - _ _ 01 First Floor Fir ' k Y i ,.,y-'z.// / '^�.. -ys /,s/ '„/.✓//O�/////%.Yr ,� 3`..�Jf 3 y315''c � �rr, t,fl MEM (31 West Elevation 4 North Elevation 9878 Registered \ / 1/4" = 1'-0" 1/4" = 1' 0" \ ARCHITECT Michael G. Underwood State of Washington Permit and Bidding Set Project name: Longshore Bldg Addition/Remodel E Project: 1215 a -1 Issue Date: 9/20/12 g 5 o 0 fn o Building Elevations g CI tn .., A6 . 1 9/23/2012 4:52:08 PM j Romex may be used in protected wall and ceiling exit ' cavities. Transilion to conduit by means of metal ` at4 A` junction boxes where widng would be exposed ___ Underwood & i O 1 _duplex outlet I Associates, Ilc �" 4000w electric ceiling heater d� I 1005 4th Street I tt Gf€ -duplex with ground fault indicator '{1 l. I anacortes, washington 98221 IB' extend(3) 1"conduits to junction ' ( / 360.588.0471 surface mounted conduit at surfaces where boxs at 80"AFF for future expansion necessary-typ.at existing cmu walls mike underwood, AIA • _ _ El W®� I +42„ i / mike@underwoodarchitecture.com / I .. / R1 O / er/ y® tN (t ' R1 / 1 1 :.k- ... _4.. — .._-..`g1M1i117i51iiIM11MMMw iii O Rt +42X(microwave) R1 \ \ 1 E \ +42" +42" \ i qQ +18 (refrig) / N [®] " — 5 3 a /-- E1 1000w wall heater > s1 `n- , \ \ ` W ,,/ exit A \ R1 ' I 3 ma / I +42" provide power to drinking fountain per skylight skylight LII \ R2 p manufacturer's instructionsI ' / \ _ 2000w ceiling el\ric heater R1 — it . . . R2 O : O skylight / +42" \ 1000w wall heater > s ' `.... • - S1 \ I ..I' S2 1 - • j I u .. I I �I / OGFI \ I �(jRl..It...... / • . i l''' 1 \ . •,y, ...,...yr.. , y . provide circuit to HW tank N. _ / _ Et new meter main wl waterproof breaker -sleeve with steel pipe / _ between new panel and existing box to be used as junction box. / - - -- - - - - - - - - ,2) Electrical Plan Lighting Plan 1/4" = 11-0" \_____,,, 1/4" = 11-0" XXXXXXXkg - 4xxxxxXXX>c '1 4 Lighting Fixture Schedule cleano andut and plug-extended lg 9 to ground surface-sleeve Type Wattage through grade beam and , : CI Mark Type Comments Count Lamp Wattage Lamps Totals Manufacturer Model maintain pipe size for future wire plumbing drain lines to slab-typ. —\-- 1 expansion. C1 Ceiling Mounted light fixture 1 A-19 60 W 0 W 313—n — El Exterior wall mounted light fixture 3 100w MH 0 W Lithonia TWR1S '—k exit Emergency Exit: Illuminated exit sign wl battery backup 2 Incandescent Wedge Base 12 W 0 0 W Sure-Cites " " LPXH Series , d 9878 Registered S1 7X4 (3)32w Cont.Wrap Surface Mounted Fixture 5 T-5 28 W 0 W LSI Industries H ` (�J) ARC TECT S2 2'x2'(2)20w Cont.wrap Surface Mounted Fixture 5 T-12 20 W I 40 W LSI Industries,"H" ® , Grand total: 16 40 W shrl Michael G.Underwood State of Washington Electrical Fixture Schedule lay Permit and Bidding dt� dean out•provide metal ► (e)water meter and Type Mark Family Manufacturer Model Count Electrical Data provide hot water n (1 ni cover at wall surface ► building service protection on trapI 1� - I Set R1 Outlet-Duplex Leviton 9 T�s ► L . Project name: R2 Outlet GFI Leviton 3 chase for water distribution S Switch-Single Leviton 3 - A01 layK lay ( �, toP ceiling Longshore Bldg ll -fires at ceili line _ Addition/Remodel S3 Switch Three Way Leviton 4 i ► SD Switch-Dimmer Leviton 5 shrl wc2� = F a L� bwt J/ , cl Isv ; I ,„, \ �i_ i �0• dill provide hot water �J'' = sink? WM WC __i :Pa protection on trap ► > I v��Ven� VVV'VV V•A •VV•�' dean out-core drill and Project: 1215 T caulk around new pipe. Issue Date: 9/20/12 i Sleeve through grade beam and core drill and caulk around new R extend new sewer drain,and tap / drain pipe.Drop new building , v into existing building drain. (e)building sewer line sewer as close to building as Lighting, 0 Patch asphalt paving to match and sewage ejector I possible,and tap into existing QQ m adjacent surfaces. pump building drain. Patch asphalt Electrical� & 0 paving around pipe,to match 1 strap water heater per code and adjacent surfaces. Mechanical textend PT release drain to within 0 6"of ground at building exterior Plan o 3 Mechanical Plan - a. 3 A8 . 1 u' 9/23/2012 4:52:09 PM MIIIIIIIIIIIIrl • GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY SEISMIC: (ASCE 7-05) V = CsW MIN. AGGREGATE DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE MAX. a PCS SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY WHERE Cs = Sos ; w� ITEM DESIGN f c (PSI) W C FLYASH GRADING IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH (V) (AT 28 DAYS U.N.O.) RATIO OR SLAG AASHTO DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR Cs MINIMUM = 0.01 Structural SolutionsSHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY OR ONCRETE 4000 0.45 100 57 OR 67 WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL Cs MINIMUM = 0.5S1 FOR SiSt > 0.6g an Anne,�o CO AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN R Seattle,Washington 98104 COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF le CONCRETE PLACEMENT tot 206292.5076 THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; SD1 PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE 1250 Pacific Ansa Suite'701 ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF Cs MAXIMUM = T( ) FOR T S T� PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT Washington 984 EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THEOR OVER-VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-02 "DESIGN LOADS ON (SD1TL) EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO www.pcs-structural.com Cs MAXIMUM = STRUCTURES DURING CONSTRUCTION." T2 - FOR T > TL SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER le FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH SEISMIC IMPORTANCE FACTOR, le = 1.0 CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHALL NOT FREE FALL MORE THAN 511.51111111.r DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S OCCUPANCY BUILDING CATEGORY PER TABLE 1-1 = II FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. CONSTRUCTION PROCEDURES. SPECTRAL RESPONSE ACCELERATIONS Ss = 1.065 Si = 0.366 SITE CLASS PER TABLE 20.3-1 = D COLD WEATHER PLACEMENT STANDARDS DESIGN SPECTRAL RESPONSE ACCELERATIONS Sos = 0.763 & Sot = 0.407 C, 3. Pvt.. a ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL SEISMIC DESIGN CATEGORY = D 1. COLD WEATHER IS DEFINED BY ACI 306 AS "A PERIOD WHEN FOR MORE THAN 3 SUCCESSIVE £e' , a , 0 BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE W = EFFECTIVE SEISMIC WEIGHT OF ADDITION = 4.7 KIPS DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40' F." JURISDICTION. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE /�, , . '� RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5 2. NO CONCRETE SHALL BE PLACED ON FROZEN OR PARTIALLY FROZEN GROUND. THAWING THE A,_ CONTRACT DRAWINGS / DIMENSIONS Cs (ULTIMATE) = 0.117 GROUND WITH HEATERS IS PERMISSIBLE. DESIGN BASE SHEAR (ULTIMATE) V = 0.5 KIPS tom 11. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER 3. CONCRETE MIX TEMPERATURES SHALL BE AS SHOWN BELOW. HEATING OF WATER AND/OR DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES. DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER LINE 4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES PROJECT ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE illir STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY SLIGHTLY BELOW FREEZING (30' F MIN.) AT NIGHT AND ABOVE FREEZING DURING THE DAY, STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL FOUNDATION DESIGN CRITERIA KRAFT PAPER WITH COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS. LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB PILE CAPACITY = 15 TONS. 5. NO ADDITIVES CONTAINING CHLORIDES SHALL BE USED. USE "POZZUTEC 20+" BY MASTER SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. > 1.5) (ASSUMED) BUILDERS OR "POLARSET" BY W.R. GRACE OR PRE-APPROVED EQUAL. 0 ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL Z r. RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED CONDITION OF PLACEMENT AND CURING WALLS & SLABS FOOTINGS .1 W N CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL MIN. TEMP. FRESH CONCRETE AS ABOVE 30' F. 60 55 I- 00 RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A COMPETENT REPRESENTATIVE OF THE OWNERI- cn SHALL INSPECT PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER-SOFTENED MIXED FOR WEATHER INDICATED. 0 TO 30' F. 65 60 m 0 Q DESIGN CRITERIA FOOTINGS. DEGREES F. BELOW 0' F. 70 65 MIN. TEMP. FRESH CONCRETE AS PLACED AND MAINTAINED, V VERTICAL LOADS DEGREES F. 55 50 TREATED TIMBER PILES: PILING SHALL BE SOUND CLASS B, PRESSURE TREATED DOUGLAS FIR PILES, MAX. ALLOWABLE GRADUAL DROP IN TEMP. THROUGHOUT FIRST Z W WITH A MINIMUM TIP CIRCUMFERENCE OF 22 INCHES, A MINIMUM BUTT CIRCUMFERENCE OF 38 INCHES 24 HOURS AFTER END OF PROTECTION, DEGREES F. 50 40 DESIGN DEAD PARTITION CONCENTRATED • AREA LOAD LIVE LOAD (2) LOAD LOADS AND CONFORMING TO THE PROVISIONS AND REQUIREMENTS OF IBC SECTIONS 1808 & 1810, WSDOT LL I- STANDARD SPEC. 9-10.1 AND ASTM D25. DRIVING AND BEARING CAPACITY SHALL CONFORM TO 0 ROOF 15 PSF 25 PSF WSDOT STANDARD SPEC. 6-05. PILES SHALL BE DRIVEN WITH AN ESTIMATED DEPTH OF 50 FEET HOT OR WINDY WEATHER PLACEMENT O 0 FLOOR ACTUAL 100 PSF 2,000# BELOW FINISH GRADE. PILES SHALL BE MARKED IN ONE-FOOT INCREMENTS TO FACILITATE RECORDING =CO I- V OF BLOW COUNTS. PILES SHALL BE BANDED PER WSDOT 9-10.1. HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TEMPERATURE, LOW 'CC(2) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.9. RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED 0 0 Z THE LENGTH OF PILE REQUIRED AND THE PILE INSTALLATION SHALL BE VERIFIED IN THE FIELD BY A CONCRETE.. ACI 305 FIGURE 2.1.5 SHALL BE USED BY THE CONTRACTOR TO ESTIMATE THE RATE OF Z C" Q LATERAL FORCES QUALIFIED INSPECTOR WHO SHALL EVALUATE THE CONTRACTOR'S OPERATION AND COLLECT, EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE 0 LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. INTERPRET AND RECORD THE DATA. PLACEMENT SHALL BE CONSIDERED A HOT WEATHER PLACEMENT. PRECAUTIONS AGAINST PLASTIC LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR VARY DEPENDING DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH. OVERTURNING IS RESISTED BY DEAD CONCRETE UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT ARE NOT LIMITED TO: LOAD OF THE STRUCTURE. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE 1. LIMITING CONCRETE TEMPERATURE TO 100'F AT TIME OF PLACEMENT. �' REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED REVISION NIIIIIIIIIM THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 1 - SIMPLIFIED PROCEDURE" PER ASCE 7-05. PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION 2. APPLICATION OF AN EVAPORATION RETARDER. - EXPOSURE CATEGORY = C SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A 3. USE OF FOG SPRAY. STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING - BASIC WIND SPEED, Vss = 85 MPH ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS 4. REDUCTION OF POUR SIZE. - WIND IMPORTANCE FACTOR, Iw = 1.0 SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE ± 1-1/2 INCHES. - OCCUPANCY BUILDING CATEGORY PER TABLE 1-1 = II 0 5. PLACING CONCRETE AT NIGHT. in o - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: EMBEDDED ITEMS N ROOF SURFACES 1 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. 1. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE. N POSITIVE PRESSURES (PSF) NEGATIVE PRESSURES (PSF) FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0%. 2. ALL EMBED PLATES SHALL BE SECURELY FASTENED IN PLACE. EFFECTIVE WIND ZONE 2 -N AREA SLAG: GROUND GRANULATED BLAST-FURNACE (GGBF) SLAG SHALL CONFORM TO ASTM C989 GRADE 3. ALL EMBEDDED STEEL ITEMS EXPOSED TO EARTH SHALL BE GALVANIZED. 1 2 3 1 2 3 100 0R 120. 4. ALL EMBEDDED STEEL ITEMS EXPOSED TO WEATHER SHALL BE PAINTED UNLESS NOTED AS cDATE 09-14-12 a 10 SF 10.0 10.0 10.0 -14.4 -25.0 -37.0 ALTERNATE MIX DESIGNS; VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF GALVANIZED. SEE DRAWINGS AND SPECIFICATIONS FOR PAINT, PRIMER, AND GALVANIZING SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO REQUIREMENTS. JOB# 12-435 20 SF 10.0 10.0 10.0 -14.0 -23.0 -34.6 WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. DRAWN MG 3 CONCRETE CURING AND SEALING oo 50 SF 10.0 10.0 10.0 -13.4 -20.4 -31.5 CHECKED JJP -_ ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN n 100 SF 10.0 10.0 10.0 -13.1 -18.4 -29.0 ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE WITH TITLE 1 WATER: SHALL BE CLEAN AND POTABLE. FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL MANUFACTURER'S WALL SURFACES AND ROOF OVERHANGS RECOMMENDATIONS. i POSITIVE PRESSURE (PSF) NEGATIVE PRESSURE (PSF) ROOF OVERHANGS (PSF) MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED GENERAL NOTES LS 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE CURING NOTES: EFFECTIVE WIND ZONE 2 -0 AREA - CONCRETE EXPOSED TO WEATHER; PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED 1. WHEN THE ESTIMATED EVAPORATION RATE IS GREATER THAN 0.2 PSF/HOUR, PROVIDE A SPRAY co 4 5 4 5 2 3 TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND APPLIED EVAPORATION RETARDER IMMEDIATELY AFTER CONCRETE PLACEMENT. THE EVAPORATION c NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN RATE MAY BE CALCULATED PER ACI 305 FIGURE 2.1.5. E 10 SF 15.7 15.7 -17.1 -21.1 -29.4 -49.9 THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE t 20 SF 15.0 15.0 -16.3 -t9.6 -29.4 -44.4 PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE 2. PROVIDE PRE-APPROVED CONTINUOUS WET CURE METHOD FORA MINIMUM OF 14 DAYS, OR CCD, OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. 50 SF 14.0 14.0 -15.4 -17.8 -29.4 -38.1 3. APPLY A LIQUID MEMBRANE FORMING CURING COMPOUND, CONFORMING TO ASTM C309 TYPE 1 O TOTAL CEMENTITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT THE CLASS B SPECIFICATIONS OR ASTM C1315 TYPE 1 CLASS A SPECIFICATIONS, PER MANUFACTURERS SI-IEElliiiiiiiiiiill 100 SF 13.4 13.4 -14.8 -16.3 -29.4 -33.4 CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED RECOMMENDATIONS IMMEDIATELY AFTER ANAL FINISHING. CURING COMPOUND SHALL BE N q 500 SF 11.7 11.7 -13.1 -13.1 - - 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR COMPATIBLE WITH ARCHITECTURAL FLOOR COVERINGS AND SEALERS, ORI aO SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL 1. NET WIND PRESSURES AT ROOF SURFACES = VALUE FROM TABLE ABOVE -2/3 DEAD LOAD. CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES 4. PROVIDE 'ULTRACURE MAX' MOISTURE RETAINING COVER BY MCTECH GROUP, OR APPROVED EQUAL, N SHALL CONTAIN NOT LESS THAN 5-1 2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD, FOR A MINIMUM OF 14 DAYS. N. 2. ZONES ARE AS DEFINED BY FIGURE 6-3 IN ASCE 7-05. UNLESS NOTED OTHERWISE. / G MINIMIWIME GROUT GRAVITY FRAME PRESERVATIVE TREATED WOOD REQUIREMENTS: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. • EPDXY GROUT IN CONCRETE: HILTI HIT-HY 150 MAX-SD OR PRE-APPROVED EQUAL. TWO PART LOW WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH (CVN) RATING SAG EPDXY. USE EQUIPMENT WHICH WILL ACCURATELY MIX AND DISPENSE THE COMPONENTS. HOLE PRESERVATIVE CONNECTORS & SHALL BE HAMMER-DRILLED ONLY. HOLE SHALL BE DRY AND CLEANED WITH WIRE BRUSH AND FILLET 70 KSI APPLICATION SPECIFIED MATERIALTREATMENT (1) FASTENERS (2)(3) a PCS PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR OR ROD SHALL BE ROTATED AS PARTIAL PENETRATION 70 KSI FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) Structural Solutions IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT - COMPLETE PENETRATION 70 KSI 20 FT-LBS 0 -20 DEG F r TOP PLATES & LEDGERS GLULAM (SP) FORMULA. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. 811PhtitA.e ue,Suite820 o ON CONCRETE OR ACQ, CBA, CA GALV (G185)UJ Seattle,Washington 98104 REINFORCING STEEL WELDED CONNECTIONS INSPECTION: MASONRY WALLS (4) tit 2092922078 0�' FRAMING, DECKING, POSTS 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) REINFORCING STEEL SHALL CONFORM TO: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED w & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90) 1Yooma,Washintton98402 NECESSARY BY THE WELDING INSPECTOR. BEAMS & COLUMNS 6x ACQ, t,t2s3.s88� ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. (FIR), OR GLULAM (SP) CBA, CA GALV (G185) www.pcs-structuratcom THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO 6x OR GLULAM (CEDAR) NONE GALV (G90) DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. AWS D1.1. . ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG-FIR OR HEM-FIR STAMP ORIGINALLY USED, AND THIS REPAIR AND REINSPEC11ON SHALL BE PAID FOR BY THE CONTRACTOR. SBX: DOT SODIUM BORATE SP: SOUTHERN PINE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. Fy=60 KSI (UNLESS NOTED OTHERWISE) ACQ: ALKALINE COPPER QUAT GENERAL REQUIREMENTS CBA & CA: COPPER AZOLE MINIMUM j PI MINIMUM LAP SPLICE LENGTHS ("Ls") MINIMUM DEVELOPMENT LENGTHS ("Ld") EMBEDMENT 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. ,�e�"°x BAR LENGTH FOR FINISH; STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE SIZE STANDARD END A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. ii" fril, TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD HOOKS ("Ldh") ti = i TOUCH-UP OF PRIMED, PAINTED, AND GALVANIZED. SURFACES SHALL BE PERFORMED TO REPAIR 3. G60, G90 & G185 PER ASTM A653 r �� , #3 2'-0" 1'-6" 1'-6" 1'-3" 0'-7" COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. TONAL Ir „ BATCH/POST HOT-DIP GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR #4 2 -8 2.-0" 2'-0" 1'-7" 0'-9" FASTENERS #5 3'-4" 2'-7" 2'-7" 2'-0" 1'-0" CARPENTRY: MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. #6 4 -0 3'-1" 3'-1" 2'-4" 1*--2 NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING 4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON #7 5'-10" 4'-6" 4'-6" 3'-6" 1'-5" PROPERTIES: CONCRETE OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE PROJECT #8 6'-8" 5'-2" 5'-2" 3'-11" 1'-7" TRACKER** COLOR WALL BY A SELF ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) CODED NAILS SPLICE TABLE NOTE: 8d GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.9.1 OR MORE, AS 0.131 2-1/2 BLUE OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN 10d 0.148 3 PURPLE (' 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. 16d 0.162 3-1/2 ORANGE CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF Z 20d 0.192 4 _ INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES �- REINFORCING STEEL COVER SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD 5 co N FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT J W N PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS — I— CO MERE DIAMETER. PROVIDE CUT WASHERS ERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON D Ce CD WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT COCONCRETE CAST AGAINST EARTH 3" DIAMETER LENGTH EQUIVALENT SPACING TRACKER** COLOR MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED Q EXPOSED TO WEATHER OR EARTH 2" FASTENER TYPE (INCHES) (INCHES) (INCHES) CODED NAILSU BY IBC SECTIONS 2308.9.10, 2308.9.11, AND 2308.10.4.2 OR AS RESTRICTED BY PLANS OR DETAILS, TIES ON BEAMS AND COLUMNS 1-1/2" 8d COMMON WIRE 0.131 2-1/2 6 4 3 BLUE OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS Z Va WALLS AND SLABS NOT EXPOSED TO WEATHER---- 3/4" 2-1/2 6 4 3 - IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. < w 8d "DIPPED GALV. BOX" 0.131 • STRUCTURAL STEEL 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-1/2 YELLOW FRAMING CONNECTORS: SHALL HAVE ICC APPROVAL AND BE MANUFACTURED BY SIMPSON W Li. !— STRUCTURAL GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 - STRONG-TIE COMPANY, SAN LEANDRO, CA., OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND O 0 DETAILING. FABRICATION AND ERECTION 14 GA. STAPLES 0.080 1-1/2* 6 4 3 - QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD = f— V 15 GA STAPLES 0.072 1_1/2* 5 3 2-1/2 - HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED Co w Q ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION, 10d COMMON WIRE 0.148 3 6 4 3 PURPLE WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS O Z THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS MARCH 9, 2005, THE AISC CODE OF AND FASTENERS. a STANDARD PRACTICE, MARCH 13, 2005 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL 10d "HOT DIPPED GALV. BOX" 0.148 3 6 4 3 - Z Q BUILDINGS, MARCH 9, 2005 INCLUDING SUPPLEMENT NO. 1, NOVEMBER 16, 2005. 10d "SHINY BOX" 0.128 3 4-1/2 3 2-1/4 , WHITE METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS 0 *BASED ON 15/32" PLYWOOD OR OSB MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. TRUSS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT **REFERENCE TO COLOR CODED NAILS PER TRACKERS SYSTEM OR PRE-APPROVED EQUAL CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING ENGINEER LICENSED IN THE STATE OF WASHINGTON PER IBC SECTION 2303.4 TO CARRY THE LOADS PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS. WOOD SHEATHING (STRUCTURAL): SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY. LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. SHEATHING ON FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD (OSB). AND DETAILS. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA " REQUIREMENTS. PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4 OR THICKER. WOOD SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND TRUSS DESIGN REVISION SHEATHING SHALL BE "STRUCTURAL I" CONFORMING TO PS1-09 AND/OR PS2-04. ALL PANELS DRAWINGS. ALL ROOF TRUSSES ARE TO BE PRE-ENGINEERED. ROOF TRUSSES SHALL BE PROVIDED TO 2 SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED COMPLETE THE ROOF FRAMING FROM THE ROOF SHEATHING TO THE SUPPORTING MEMBERS BELOW. O HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT " TRUSSES DESIGNATED ON PLANS ARE FOR TYPICAL UNIFORMLY LOADED CONDITIONS. TRUSS ENGINEER BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. AS FOLLOWS: ROOF FRAMING AT 32 O.C. (48/24); ROOF FRAMING AT 24 O.C. (32/16); WALLS SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS (32/16); FLOORS (48/24) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS PRODUCED MATERIAL PROPERTIES UNLESS OTHERWISE NOTED. UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN 0) SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE FRAMING LUMBER: THE STATE OF WASHINGTON. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS REQUIRED IN IBC INDICATED STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER SECTION 2303.4.1. ALONG WITH THE FOLLOWING: i INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC KEY PLAN SHOWING EACH TRUSS N ROUND - ASTM A500 GRADE B (Fy = 42 KSI) CERTIFIED GRADING RULES. * INDIVIDUAL TRUSS DESIGNS 4 MACHINE BOLTS (M.B.): ASTM A307, GRADE A SPECIES AND GRADE (BASE DESIGN VALUE) * PERMANENT BRACING REQUIREMENTS INCLUDING PLACEMENT AND CONNECTIONS DETAILS a 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) * TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNECTIONS/HARDWARE TO MEET THE N ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 36, CLASS 2A TYPICAL, UNLESS OTHERWISE NOTED, 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) REQUIREMENTS OF THE PLAN. NIIIIIIIIIIIISIrll ii ASTM F1554, GRADE 105 WHERE INDICATED. OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) DATE 09-14-12 3. 6x POSTS AND COLUMNS. "DOUG AR-LARCH" NO. 1 (Fc=1000 PSI) TRUSS DESIGN CALCULATIONS SHALL BE PROVIDED FOR STANDARD LOADING ALONG WITH DESIGN a° 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH" NO. 2 (Fb= JOB# 12-435 WELDING "HEM-FIR" CHECKS FOR SPECIAL LOADING CONDITIONS WHICH INCLUDE FREE BODY DIAGRAMS, LOADING BREAK 900 PSI, Fc=1350 PSI) OR NO. 1 (Fb=975 PSI, Fc=1350 PSI). • STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE RATIONALE FOR DRAWN MG 'co "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) LOADING DISTRIBUTION ON MULTIPLE MEMBERS. SUBMITTAL SHALL ALSO PROVIDE ANY DOCUMENTATION CHECKED JJP :136. 2x & 3x T&G DECKING: "DOUG FIR-LARCH" COMMERCIAL (Fb=1450 PSI, E=1700 KSI) NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS. WELDERS 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR-LARCH" NO. 2 (Fb= 900 TITLE N SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PSI, Fc=1350 PSI), OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). REFER TO THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES FOR REQUIREMENTS 0PERFORMING. 8. UTILITY & STANDARD GRADES NOT PERMITTED. PLACED UPON CONNECTOR HARDWARE SPECIFIED BY TRUSS ENGINEER AND/OR PROVIDED BY TRUSS • MANUFACTURER. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER GENERAL NOTES - THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING LABORATORY OR A �, TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH THE TRUSS DESIGN DRAWINGS. m THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND E SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. E0 ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY `o V-NOTCH RATINGS AS FOLLOWS: .3 SHEET Cl N .0' 0. -3 s sill N 0. 6 IMMEMeNNOMMi molimir MISCELLANEOUS: ABBREVIATION LIST ADD'L ADDITIONAL HGR HANGER PRE-APPROVED SUBSTITUTIONS a PCS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES A.B. ANCHOR BOLT HDR HEADER AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION Structural Solutions REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID A.F.F. ABOVE FINISH FLOOR HT HEIGHT First MUM, _6 DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS ALT. ALTERNATE HORIZ. HORIZONTAL 8 U FirstM Washington981040 BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED tat 2 6.2923076 DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL ARCH. ARCHITECTURAL H55 HOLLOW STRUCTURAL SECTION INCREASED COSTS IN MECHANICAL SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY 1250 Pac icArenne,Suite7W ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE ® AT INT. INTERIOR Thcoma,wuhington98402 GENERAL CONTRACTOR. BM BEAM J5T JOIST or 253•3832 www.pcs-strucwralcom SHOP DRAWINGS/SUBMITTALS BRG BEARING JT JOINT THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY BTWN BETWEEN L ANGLE THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. BLK'G BLOCKING LLH LONG LEG HORIZONTAL iliSTAMP rilliM STRUCTURAL ENGR. BLDG. DEPT. BOT. BOTTOM LLV LONG LEG VERTICAL 1. CONCRETE MIX DESIGNS X X B.O.F. BOTTOM OF FOOTING L.L. LIVE LOAD tfir 3. P1 2. REINFORCING STEEL SHOP DRAWINGS X 3. WOOD TRUSSES X X BLD'G BUILDING LOG. LOCATION NV 4. CONDUIT EMBEDDED IN CONCRETE X X / B.U. BUILT UP L5L TIMBERSTRAND 5. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X '1- N (G= ) CAMBER LVL MIGROLAM tOp�L SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING GANT. CANTILEVER MAX. MAXIMUM 10 1 LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT G.J. CONTROL/CONSTRUCTION JOINT M.B. MACHINE BOLT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: G.P. COMPLETE PENETRATION MFR MANUFACTURER CE CENTERLINE MEGH. MECHANICAL PROJECT STATEMENT OF SPECIAL INSPECTIONS: GLR. CLEARANCE MTL METAL SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. COL. COLUMN MEZZ. MEZZANINE GONG. CONCRETE MIN. MINIMUM 0 STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES Z N SYSTEM GONFIG. CONFIGURATION MISG. MISCELLANEOUS SOILS IBC 1704.8 GMU CONCRETE MASONRY UNIT N.5. NEAR SIDE -! HN C PILING X • • CO CONN. CONNECTION NT5 NOT TO SCALE m O Q CONCRETE REINFORCING STEEL AND PLACEMENT X I ACI 318:3.5,7.1-7.7 GONST. CONSTRUCTION O.G. ON CENTER 0 IBC 1913.4 CONT. CONTINUOUS OPN'G OPENING Q BOLTS TO BE INSTALLED IN CONCRETE-PRIOR TO X ACI 318: 8.1.3, 21.2.8 LJ.I Q Ca AND DURING PLACEMENT OF CONCRETE IBC 1911.5, 1912.1 CONTR. CONTRACTOR OPP. OPPOSITE ANCHORS INSWI TALLED IN HARDENED CONCRETE X ACI 318: 3.8.6, 8.1.3, 21.2.8 GOORD. COORDINATE It PLATE L.L IBC 1912.1 GTR'D CENTERED PA•F. POWDER ACTUATED FASTENER VERIFY USE OF REQUIRED DESIGN MIX ACI 318, CH4,5.2-5.4 O I- O X IBC 1904.2.2, 1913.2, GU. CUBIC _ PERP. PERPENDICULAR 1913.3 G.Y. GUBIG YARD P.P. PARTIAL PENETRATION 0 0 Z SAMPLING OF FRESH CONCRETE, SLUMP TEST, ASTM C172, C31 D.L. AD LOAD P.S.F. POUNDS PER SQUARE FOOT Z Q . AIR CONTENT, TEMPERATURE OF CONCRETE AT X ACI 318:5.6, 5.80 TIME OF MAKING SPECIMENS IBC 1913.10 DIA. OR 0 DIAMETER PSL PARALLAM -.J CONCRETE AND SHOTCRETE PLACEMENT FOR X ACI 318:5.9, 5.10 DIAL. DIAGONAL P.T. POST TENSION PROPER APPLICATION IBC 1913.6, 1913.7, 1913.8 INSPECTION FOR APPLICATION AND MAINTENANCE ACI 318: 5.11-5.13 DIM. DIMENSION PH. PLYWOOD • OF SPECIFIED CURING TEMPERATURE AND X IBC 1913.9 DBL. DOUBLE REINF. REINFORCING TECHNIQUES _ DOUGLAS FIR REQ'D REQUIRED D.F. REVISION 111.11111. o INSPECT FORMWORK FOR SHAPE, LOCATION AND ACI 318.6.1.1 o DIMENSIONS OF THE CONCRETE MEMBER BEING X DWG DRAWING SCHED. SCHEDULE o FORMED DWL DOWEL 5HT'G SHEATHING f°� MATERIAL VERIFICATION OF REINFORCEMENT MANUFACTURER SHALL PROVIDE IBC 1708.3 STEEL X MILL TEST REPORTS EA. EACH SIM. SIMILAR cn WOOD FRAMING SHEAR WALL NAILING X IBC 1707.3 EL. ELEVATION S.O.G. SLAB ON GRADE le DIAPHRAGM NAILING X IBC 1707.3 ELEV. ELEVATOR 50. SQUARE N NAILING, BOLTING, AND ANCHORAGE OF IBC 1707.3 ENGR. ENGINEER STD STANDARD N COMPONENTS THAT ARE PART OF DRAG STRUTS, X EQ. EQUAL 5TL STEEL • a BRACES AND HOLD-DOWNS THAT ARE PART OF THE SEISMIC RESISTING SYSTEM (E) EXISTING STIFF. STIFFENER N PREFABRICATED WOOD STRUCTURAL ELEMENTS X SHOP INSPECTION FOR TRUSSES IBC 1704.6 E.F. EACH FACE STRUGT. STRUCTURAL MOMMIVEMMi ii E.W. EACH HAY T$B TOP of BOTTOM DATE 09-14-12 0 TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. a REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. EXP. EXPANSION T4 G TONGUE AND GROOVE JOB# 12-435 01 EXT. EXTERIOR T R'D THREADED DRAWN AAG tel STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1710. CHECKED JJP STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: FIG FOOTING T.O.F. TOP OF FOOTING M FDN FOUNDATION T.OS. TOP OF STEEL TITLE N > PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION 7 STAGES. FLR FLOOR TRT'D TREATED o REVIEW OF TESTING AND INSPECTION REPORTS. F.O.M. FACE OF MASONRY TYP. TYPICAL GENERAL NOTES F.O.S. FACE OF STUD U.N•O. UNLESS NOTED OTHERWISE REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. F.S. FAR SIDE U.T. ULTRASONIC TESTED o. 0° GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT FRM'G FRAMING VERT. VERTICAL o OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS E CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. GALV. GALVANIZED W.P. WORK POINT t GA. GAGE/GAUGE HT HEIGHT V .3 GL. GLULAM W.W.R. WELDED HIRE REINFORCING SHEET GR. GRADE W/ WITH IIIIIrilli N GWB GYPSUM HALL BOARD YD YARDS 1 . 2 0 N N 6 MIIMMINirMIN DBL. TOP It - LAP SPLICE 4'-O" MIN. W/ (2) ROWS OF Ibd o 6" O.G. OR STRAP PER 5/52.0 - -4x8 ALL FASTENERS SHALL BE a PCS DRIVEN FLUSH W/ SURFACE CONT. OVER HDR OF STRUCTURAL PANELSUPPORTED Structural Solutions DIAPHRAGM NAILING SCHEDULE DIAPHRAGM BM OR WALL OR 8S Ph*Avenue,Suite 820 ram- -� DIAPHRAGM PANEL EDGES ROOF EAVE (6) I6d - TYPE LOCATION NAILS SPACING Seattie.�Vaehineton9810� BOUNDARY BELOW at 2 11297-50 8 TYP, i, HDR TO BE TIGHT STRUCTURAL • ROOF _ 1250Pedflc/eenn%Suite 701 } -- CI) DIAPHRAGM TOP E. UNLESS DIAPHRAGM DIAPHRAGM Sd 6" O.G. PANEL TM. DIAPHRAGM ,1y00m n98402 (4) Ibd OTHERWISE SHOWN BOUNDARY + °-- — REQV STUDS PER it pi TYP. r DROPPED FRM'G 14/32 T+IG ; SCHEDULE - (2) AS REQ'D FOR SHEATHING FIELD NAILS Sd 10" O.G. I ., '" I I HELD NAILS www.pcsstructural.com 4 • HDU2 ANCHOR UNBLOCKED SUPPORTED 1 I A 2x MIN.- ti HEAD ELEVATION UNLESS NOTED PANEL • 1 I .. \ --\ ROD HOLDOWN A35 TYP. OR A34 SUPPORTED i ALIGN STRUCTURAL 0 2x4 WALLS PROVIDE DBL. SILL d ON PLAN PANEL EDGES 8d 6" O.G. EDGES r CCONT. PANEL • . ...i STAMP ANCHOR BOLTS I I' PANEL W/ FIRST IMIVIIIIIIIIM Vb< 6 HEAD H. 0 EXT. HALL FIELD EDGES MEMBER AT OVERHANG 52.0 / SILL R = _ �AN 7'-0�-UNLESS ATER NAILS �HE,gDER S ' . PI / FRMG CLIP OR - - -1 l- TI IT T T OTHERWISE NOTED BY NOTES. HALL ORHEADE 1 m. OPN'G PER PLAN BANGER- SEE E$ j II II II II ARCH. I. PROVIDE (2) ROWS OF SPECIFIED DIAPHRAGM '^ ' VAPPLICABLE DETAILS 4' . • c II II II II BOUNDARY NAILING OVER INTERIOR CIILAR WALLSBELOW ORIENT LONG EDGE OF' AND THE FULL LENGTH OF "COLLECTORS" WHERE � �� PANEL PERPENDICULAR OUTRIGGERSit d TO FRAMING IMBERS "" ANCHOR ROD PROVIDE (I) MIN FULL HT STUD INDICATED ON PLAN. PANEL EDGE UNLESS NOTED OTHERWISE '�''ADJACENT TO END OF BEAMEMBEDMENT FDN 2. WHERE BLOCKED DIAPHRAGM INDICATED ON PLAN, \ lout O'R 3/8"x3"x0 -- PROVIDE 2x4 FLATWISE BLOCKING WITH Z2 CLIPS AT EACH -ROOF RAFTERS - WASHER W/ ; NOTE: PROVIDE (I) BRG STUD MIN. UNDER END OF EA. END AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 5GL TYP. TOP 4 BOT. HDR UNLESS NOTED THUS E ON FOUNDATION PLAN FLATWISE BLOCKING IN LIEU OF SOLID SAWN WHERE NAILING TYPICAL FOUNDATION ANCHOR ROD HOLDOWN TYPICAL STUD WALL CONSTRUCTION AT HEADER SIZE OR SPACING EXCEEDS Sd ® 4" O.G. TYPICAL DIAPHRAGM NAILING 1...111gliMrill DETAIL 2 SECTION 3 SCHEDULE 52.0 NO SCALE 52.0 NO SCALE 52.0 NO SCALE EQUAL DO NOT NAIL IN Vr PENETRATION AREA Z _ail TOP OF STUD - _ CO c71 —" I iiD�, NOTES• ST2215 PLAN / I. SILL If. SHALL BE PRESERVATIVE PRESSURE TRT'D - m / REFER TO GENERAL NOTES FOR GALV. REQUIREMENTSii HOLESEE WSTDO100 FOR FOR CONNECTORS d FASTENERS. 0 DBL. TOP h'_'S ALE PI PIPE/GONDUIT / �SLL 2. HOLES IN SILL R SHALL BE A MIN. OF I/32 TO A ALLOWABLE DBL. TOP /_ Z m • EDGE NAILING EQUAL EQUAL PLATE PENETRATIONS / NOTE 2 EQ �- 2 MAX. OF 1/16" LARGER THAN THE BOLT DIA. Q W �_ Ibd FACE NAILING o rindim.� / .: ,-� I BLOCKING PANEL EDGE NAILING - - // ' '� 3. HOLES, CUTS NOTCHES IN 3x OR 4x TRT'D PLATES PRE-MFR'D W I- ----- FIELD NAILING SPACING U.N.O. _� r,.�-..-.�� i ( : SHALL BE TRT'D WITH A 4% SOLUTION OF COPPER 2x VENTED TES Q 0 W 11( I Ni +++~--—rim I" MIN. 1 I ® I NAPHTHENATE. BLK'G O O I/ 2x MIN. (2)2x MIN. CENTER STRAP EDGE DIST. i=i1 SBIUDOF -ANCHOR BOLTS W/ 1" MIN. EDGE NAILING = V DBL. TOP f ON DBL. R,'S I I EMBED d 3"x3" It WASHER C!) Q 5HT'G 1. �, I► EDGE NAILING ril , V DOUBLE TOP PLATE REINFORCEMENT Pi / � ,� IIIIr� A MIN. OF (2) AB. (MIN. 0224" THICYJ TYP. SHT'G .�Y (' 0Z �O NOTES: - - SHALL BE PROVIDED SEE STUD WALL GONST. Z Q ,ri: I'I PER PLAN TWICE THE IN. EA. SILL SECTION 1 I. BORING GUTTING 4 NOTCHING WALL i410 DIA. MIN. o - SILL R JOINT FOR SIZES +f �' S ` • S FRM'G OTHER THAN INDICATED HERE LARGER �� SPACINGS H25 A 'J SHTG REQUIRES PRIOR APPROVAL FROM 1 ��.1R D MAX. - 4o:K W = { L L EDGE NAILING EA.TRUSS ENGINEER OF RECORD. I 3/8" PER MIN. NAILING DETAIL2. BORING, CUTTING 4 NOTCHING WITHIN THE I 1 EDGEES DBL. TOP E. A34 N TES: II EDGE NA L G MIDDLE I/3 OF THE STUD HEIGHT IS NOT 2x HOLE DIA. 1 I NAILEDW/ (2) 24" O.G. API NEL EDGE NAILING AND PLATE NAILING SHALL OR 6" MIN. ` I" MIN. EDGE DIST. I/2" MAXTO IbdoI2" O.G. +fALLOWED WITHOUT PRIOR APPROVAL 2xSTUDWALLa' BE STAGGERED IN ALL GASES. FROM ENGINEER OF RECORD. AFTER BORING „L„ „L„ 5HT'G (8) Ibd o LAP HDR AT 51M. 2 2. SHEATHING JOINT SHALL OCCUR AT COMMON MEMBER UNLESS IT 3. NOTCHING A5 INDICATED I5 PERMED 2" MAX, iPROVIDE (I) AB. EA. o OCCURS AT A SPECIFIED DBL. MEMBER. ON ONE FACE OF THE WALL ALONE. / "L"=6" MIN. 4 12" MAX. SIDE WHERE SILL t 15 SHT'G 3. EDGE NAILING AS GALLED FOR ON PLANS 4 DETAILS APPLIES TO 4. MAXIMUM BORED HOLE DIAMETER IN "W"/b MAX. BORED, GUT OR AREAS INDICATED AND AT HOLDOHN ANCHORED STUDS. STUD "D" MAX. LIMITED TO 25% "W" AT .I W I NOTCHED MORE THAN i BUILT-UP STUDS it HOLDOWN ANCHORED X " X 1/3 THE If, WIDTH $ TYPICAL SHEARWALL NAILING STUDS. ALLOWABLE LOAD BEARING/SHEARWALL STUD BORING, CUTTING d NOTCHING TYPICAL SILL IF ANCHORAGE TYPICAL TRUSS BEARING AT STUD HALL 'n 4 DETAIL 5 DETAIL 6 DETAIL 1 SECTION N 52.0 NO SCALE 52.0 NO SCALE S2.0 NO SCALE 52.0 1"=1'-0" N N 1 0. 0 N m O 2x4 24"® O.G. SHr'G 1/2" PH. GUSSET W/ 2x4 CONT. DATE 09-14-12 EDGE NAILING (3) 8d INTO EA. -- - 2x4 TYP. - JOB# 12 435 " ' �� I Ibd ® A „ DRAWN AAG 2x4 ® 45 O.G. o CHECKED JJP csi (ALTERNATE InIn LOCATION IN TITLE c.,* END WALL/SHEAR Sd ® 6" O.G. ADJACENT 7 SEE s2 o DBL. 2x4 TRANSFER TRUSS Sd 0 4" O.G. FRAME)_ BEVELED 2x4 GONT. o TOP BRACE ® LOAD = 150 PLF STAGGERED /- 2x VENTED FRAMING DETAILS GONN. ``` 4-0° FOR LENGTH OF 1 (2) Ibd TYP. BLK G Q � O.G. MAX. TRUSS II =� DBL. 2x4 ®� '• ' 2 MIN. i= —• '_ w=;' �E) ROOF �_ 0, (3) Ibd ii � BRACE - .. ) m A34 EA. I\ , (3) 16d 2x6 BLK G .,LL 8 2) / FRM'G I/ m END j g A34 0 4'-0" 52.o Ibd PER (TRUSS TRUES m EDGE NAILING O.G. MAX. 2 MIN. 3 Ibd TOENAILS " H25 • t 2x6 BLK'G 0 PRE-MFR (Ea ROOF FRM G 6 ( ) BEAM 4'-O" O.G. MAX. I A34 0 24" O.G. TRUSS BELOW TO EA. TRUSS EA.TRUSS J SHEAR HALL PER PLAN EDGE PERPENDICULAR TO RIDGE PARALLEL TO RIDGE SHEET in N BRACE CONNECTION TYPICAL OVERLAY FRAMING DETAIL 8 SECTION 4 SECTION 10 SECTION II SECTIONS2 . 0 N 52.0 NO SCALE 52.0 NO SCALE 52.0 1 =1 -0 I =I -0 ,._� .., ..,AV a �/ ak ti i I 4‘\\' ! existing 6"CMU 1 2/ , I1/ irt sc, $ I • $11 c. , . 4� 6x6 / d 3116 , ryp' 3116 i galy 318"kerf plate w! <. a° HSS 3x3-see Bhoo: -- 3/4"dia. galv.mbs .)- L .1 3/16 #5 ' �� - 1f4 % • 3/16 D Underwood & " i ;Y ' , 6x8 wl simpson CJT4 at ea.end Associates, 1k #5 vertical bars at(2)comer cells > s L4 f!2" 1112' P + gale.t3x3x3/16x4 ea. side of .. existing 6"CMU a f> 'z>C 4 HSS wf 3l4"dia.a.b.-embed 4" 1005 4th Street 'C i • • i anacortes, Washington 98221 break out face shell&grout t 3116 i . sisaA � s, " r� 36D.588.0471 j is / galy.318"kerf plate wl314"dia.m.b.'s �`� mike underwood, AIA j ,En. gals,plate 518"'x 3112"x 9"wl(2) 314'dia.through bolt w/ b • € / 314"dia a.b.'s-embed 5" " " gale.pl 5/8'x5"x6" x1 8"CMU grout solid 318 x3 x3 plate washer mike®underwoodarchitecture.com 1/4C ! 3/4"non-shrink grout r -s 0 I , N3/1641TH - a; s :. °° galy-kerf plate 3/8"x • p 5"w/3/4"dia.m.b.'s n i•. 90dhook existing slab (3)#5 wl std hook at end drill 5"into existing slab N existing slab and epoxy \ j existing 14"x16' _2 existing 14"x16" % woad beam wood beam ; Entry Porch Column Detail A 2 Entry Porch HSS Detail B 3 Top of Entry Porch Column Detail C (1) i" . ,,,,- -0 1 1 0 • 0.4 "rill treated 24 plate DE al. r� � ST22 ea.side 112'dia.a.b.@ 2'-4"and 61-4'above F 6x6 finish floor•countersink head-embed 3" ) existing cmu existing 2x6 rafter 111M1IMIM�� min.into grouted cell-(2)locations it I 11,,11 8d 6"o.c. 16"o.c. ...0000100• # " - .' existing 2x6 ceiling I N' d treated 2x6 joist @ 16"o,c. 't� A34 a -114e fl 5/8"dia.a.b.@ 3'and 7' r� ST12 on one side above finish floor-embed 5" NOTE:shore rafter Ptreated 2x6 g trued 2x6 plate 1 awl, and ceiling joist H2.5 @ ea.rafter Itli breakoutfaceshell 8 grout cell 6x6 - existing ciao ors. anwarrawal (Lk1!.iaravaia Ii; 4~ Structrual Detail D n Beam & Clip Detail E 6 Strap Elevation Detail F 7 Door Opening - Plan Detail G 4 y 1 0 \) 1 1 0 1 1 0 \' 4) 878 \ Registered ARCHITECT Michael G.Underwood • confirm(5)nails blwn roof rafter and State of Washington ceiling joist-add add'I 16d as raga __ (2)5/8"dia.epoxy anchor@8"o.c. Permit and Bidding embed 4"where noted on plan Set e.E.Ta ►MO `ll0Pro act name: m a`s 5I6"dia.epoxy anchor @ 4"and 12"from ►.rr L , n h r j remove sheathing and replace ea.end and @ 48"o.c. o S o e Bldg f as d to install a.b.s 1 9 A35 L6x4x518continuous ;a ' Addition/Remodel o — between wag comers gir kill j I, 0 '�1 ` 1, il Project: 1215 �11 'i Issue Date: 9/20/12 �A4 to Structural cg Details 8 Hip End Detail H f9 Gable End Angle Detail I S2 . 1 Ci 9/23/2012 452:10 PM Foundation And Site Preparation Plumbing Energy Code Notes Exterior Shell 121. Inspection: No plumbing or drainage system or building sewer maybe covered,concealed or put 162. Air leakage:kegs:Sole plate is to be caulked or glued to floor.Rim joist between stories to be caulked into use until it has been tested,inspected,and approved. [UPC 103.5.1.3] 1 sealed.All holes in buildingenvelope 91. Flashing: Flash and counter flash all exterior openings as required to make them weatherproof. 60. Headers:All openings in bearing and exterior walls are to be provided with a header as are to be caulked I sealed including but not limited to electrical, 1. Not all buried utilities located on this site are shown on these drawings so call UTILITIES indicated on plan or plan legend. plumbing&HVAC penetrations.Outlets,switch boxes and recessed fixtures on exterior walls or UNDERGROUND LOCATION before doing any digging anywhere on this site of any depth 1- ceilings are to be caulked I sealed with approved sealant,or have foam face gaskets installed.All 800424-5555. 92. Trim:All exterior trim&sidin g joints to be mitered.Where two boards butt,end to end,sidingor 61.Studpartitions containingplumbing, heating,or other pipes shall be so framed and the joist recessed lights are to be IC rated,air tight&sealed to surrounding surface.Rough openings around all n p p 122. Supply Testing: Plumbing supply piping must be tested with working water pressure of 50 psi windows&doors to be sealed 1 caulked. Underwood & trim,provide a 15 degree min,bevel on ends of joining boards. underneath so spaced as to give proper clearance for the piping.Where a partition containing such pressure. [UPC 609.4] 2. Verify all dimensions at site,all dimensions are to outside or center line of wood framing piping runs parallel to the floor joists,the joists underneath such partition shall be doubled and members and concrete unless noted otherwise. spaced to permit passage of such pipes and shall be bridged.Where plumbing, heating or other Associates, I lc 93.Make all roof penetrations for venting etc.on non-conspicuous side of ridges. pipes are placed in or partly in a partition, necessitating the cutting of soles or plates, a metal fie not 123. Drain Testing: Plumbing drains must be tested with water filled to the highest vent in system or 5 3. All stumps&roots shall be removed from the ground to a depth of 12"in the area occupied less than 1/8"thick&1112"wide shall be fastened to the plate across and to each side of the psi air pressure. [UPC 712.2,3] 163. All ceiling exhaust fan ducting to be insulated as per code&to have as few bends as possible 1005 4th Street by the building.No excavated material is to be used for backfill under any concrete without opening with not less than 4-16d nails. &to terminate at the exterior of the building. anacortes, washington 98221 approval of the city/county.All fill under concrete to be compacted pit-run fill to 95%. 124. Protection:All piping passingunder or through wall must beprotected from breakage. 360.588.0471 P P g 9 Approved provisions must be made for expansion of hot water piping.Voids around piping passing through 164. Insulation to fill all exterior wall cavities.Do not compress.Cut to fit around wires,pipes,&outlet concrete floors on the ground must be appropriately sealed. [UPC 313.1] boxes.Recessed fixtures in exterior walls to have min.R-5 insulation behind them. mike underwood,AIA 4. All wood used in forming and placing concrete,if within the ground or between foundation - sills&the ground shall be removed.Remove all loose or casual wood in contact with the Walls mikeCPrmderwoodarchitecture.com ground from under the building. Roof 125. Support: Horizontal piping must be supported at sufficientlyclose intervals to prevent i 165. All HVAC ducts installed outside the heated habitable space to have sealed joints,corners,and 51. Cripple walls must be framed of studs not less in size than the studding above.When exceeding 4 pp p p 9 pp0 �' boots,and insulated to a min.R-8. feet in height,such walls must be framed of studs having the size required for an additional story. Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.51314.5.1] 5. Foundation drains must be installed around foundations that retain earth and enclose habitable or 81.Plywood roof sheathing,if exposed on underside,must be exterior grade. Cripple walls less than 14"high must have solid blocking. [2308.9.5] useable space below grade.Tiles, pipes,and other approved materials must discharge by gravity or 166. A one perm or less vapor retarder(ie:kraft paper,PVA paint etc..)is to be installed on the warm mechanical means to an approved drainage system. 11805.4] 82. Ventilation:Enclosed attic and rafter spaces must have cross ventilation for each separate 126. not used side of all insulation. 52. Wood columns must be restrained to prevent lateral displacement at the bottom. space by vent openings protected against the entrance of rain and snow.The net free area may not be less than 1/300 of the space ventilated.The openings must be covered with a corrosion-resistant 127. Relief valves must be provided with a drain,not smaller than the relief valve outlet,extending to 167. All recessed light fixtures in the thermal envelope to be certified under ASTM E-283 and so 6. Vapor Barrier:Cover ground with min.6 mil black colored,moisture barrier,laps to be 12"min. 114"screen,and have 50%of the openings be a minimum of 3 feet above the save or comics and sealed,and ends to extend up foundation walls a min. 12".[WSEC 502.1.6.7] 53. Column and posts located on concrete floors exposed to weather,water splash or in basements openings.[1203.2] talehe piping of a enotdischarge building and discharging o water downward[UPC inches above grade. [UPC 608.5] Relief labeled,or sealed around the exterior in an approved manner to be air tight. must be supported by concrete piers or metal pedestals projecting above the floors,unless approved valve may discharge into a heater. 508.5 wood of natural resistance to decay or treated wood is used.The pedestals must project at least 6" 168. All water pipes in unheated spaces to be insulated to a min of R-3. 7. Damp-proofing:Foundation walls below finished grade must be damp-proofed. above exposed earth and at least 1"above such floors. 83. Insulation dam must be provided at the attic access opening when using blown-in insulation. [WSEC 502.1.4.4] 128. Hose bibs must be protected by an approved non-removable type backfiow prevention device. 169. Exterior doors to be adjusted so weather-stripping,threshold,&door sweep are working [UPC 603.4.7] properly&seal well. 8. Yard piping for water service shall be at least 12 inches below grade.Water pipes may not run or 54. Separation:There shall be maintained a minimum clear separation of 6"between any wood and 84. Trusses must be designed by a registered design professional,in accordance with ANSIITPL1 129. Water heaters must be anchored or strapped in the upper and lower third of the tank to resist be laid in the same trench as the building sewer or drainage unless both of the following conditions earth,or the wood shall be of a type with a natural resistance to decay or treated wood is to be used. standards. Submit written,graphica,and pictorial depiction of each individual truss member to the horizontal displacement due to earthquake motion.A distance of 4 inches must beprovided between the are met: buildingofficial for rove)prior to installation. 2303.4 p q 170. Blown-in attic insulation to be installed in strict conformance with manufactures a. The bottom of the water pipe,at all joints,shall be at least 12 inches above the top of the pp [ ] lower strap and the controls. [UPC 508.2] recommendations for density&coverage.Provide vent baffles as required&insulate&weather- sewer line. 56.Place a vapor barrier of tyvek or equal over all exterior walls. strip attic access door. b. The water pipe shall be placed on a solid shelf excavated at one side of the common trench 85. Truss bracing must be provided to prevent lateral rotation and provide lateral stability in accordance with a minimum horizontal distance of 12"from the sewer or drain. [UPC 609.2] 55. Bearing:All trimmers and headers framing an opening shall be per table 2308.9.6 or at the with the individual truss design drawings. • 130. Water Heater Pan: When a water heater is located where water damage may occur from a minimum,shall be doubled or lumber of equivalent cross section,and each end supported with proper leaking water heater,a watertight pan must be installed beneath with a minimum 314"drain to outside of 174. Insulation shall be installed per the following: building. [UPC 508.4] sized framing anchors,unless adequate bearing is provided through other means. 86. Truss members must not be cut,notched,drilled,spliced,or otherwise altered in any way without the approval of a registered design professional.Addition of loads that exceed the design load for the Insulation Values Legend: truss will not be permitted without verification that the truss is capable of supporting such additional 131. Seal:All plumbing fixtures,including toilets,must be caulked or sealed at their base. [UPC 407.2] Walls Ceiling Floor Concrete And Reinforcingloading. [2303.4.5] 51. Top Plate:Exterior wood stud walls must be capped with a double top plate installed to provide Above Below insul.above 21. Footing top surfaces must be level.Footings shall be stepped when necessary to change the overlapping at corners and intersections with bearing partitions. End joints must be offset at least 48 Grade Grade deck attic Slab On Grade topsurface of a footingor where the bottom surface of a footingexceeds a 10%slope. inches.[2308.9.2.1] 132. Freeze Protection:All water lines to be protected from freezing. If water lines are not located - Pe, completely between heated space and insulation provide insulation as required to assure pipes are R-21 R-10 R 30 R-38 R-10 Safety protected from freezing. 22. Sleeves shall beprovided to protect all piping through concrete and masonrywalls. UPC 58. Notches:Anystud in an exterior wall or bearingpartition maybe cut or notched to a depth not Installation: P P 9 9 [ p a.Insulation baffles shall be placed in attics/ceilings to maintain at least 1'ventilation 313.10.1] exceeding 25 percent of its width.Studs in non bearing partitions may be notched to a depth not to exceed 40 percent of a single stud width.Any stud may be bored or drilled,provided that the diameter space and extend at least 6"vertically above the Batts or 12"vertically above loose fill of the resulting hole is no greater than 40 percent of the stud width,the edge of the hole is no closer insulation. 23. All footings to be placed on firm inorganic,undisturbed soil and to extend a min.of 18"below than 518 inch to the edge of the stud,and the hole is not located in the same section as a cut or notch. General Requirementsb.Concealed insulation shall be placed behind the shower I tub and behind partition finished grade.Tie wa vertical reinforcing steel to continuous footing steel.All reinforcing steel q Mechanical studlcomers. [2308.9.10] below grade to have a 3"in embedment,lap all rebar splices and corners 30 bar diameters. c.Attic hatch shall be insulated to alacent R-value. Unless otherwise noted on plans. Exceptions: 101. Address: Every new and existing building must have its address plainly legible and visible from d.Insulate all service hot and cold water piping in uncontitioned spaces. 1.A stud may be bored to a diameter not exceeding 60 percent of its width,provided that the street. Characters must be at least 4 inches high of contrasting color or material to its backing. General Requirements e.Protect all foam insulation with metal or plastic at below grade conditions. such studs located in exterior walls or bearing partitions are doubled and that not more than two [501.2] successive studs are bored. 141. Approval:No mechanical system or equipment regulated by this code may be connected to fuel 2.Approved stud shoes may be used when installed in accordance with the 102, 103, 104 not used source until approved by the building official. [NFPA 547.1.1.1] manufacturer's recommendations. 3.Provide metal nail plates in all locations where plumbing or wiring comes within 1114"of 175. Energy standards: Provide the following energy features: Framing the edge of any stud. 105. Guards must be installed when a floor is 30 inches or more above grade. Guards must be aa. minimum of 36 inches in height and be able to withstand loads as specified in table r301.5.Open 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi.Gauges used for testing glazing Windows:minimum UVal value I-glazing: 9 p p must have an upper range of not more than 5 times the testpressure.[NFPA 54] n 040 GC guards must have intermediated rails or ornamental pattern such that a sphere 4 inches in pp g non-north 0.30 0.40 32.All wood in contact with concrete,masonry or earth must be pressure treated wood or foundation diameter cannot pass through,except at the toe triangle where 6"is allowed.[r301.5] north 0.30 0.40 grade cedar or redwood,and marked by an approved agency.Cut ends of treated posts must be re- treated or be provided with protection from contact with concrete. [2304.11] 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical and horizontal)and b. Doors:minimum u-value:0.60 to form an effective fire barrier between stories,and between a lop story and the roof space. [717.2] 106.Attic Access:Provide min of 20x30 access. Provide min.30"vertical clearance above opening. c. Ductwork:all ducts and plenums in unheated spaces shall be insulated to a minimum of R-8. 33. Pressure treated wood shall be used for those portions of wood members which form the [1209.2] d. Air leakage: Standard air leakage structural support of buildings, balconies,porches,etc.,when such members are exposed to the Install fire blocking at: weather without adequate protection from a roof,eave,overhang or other covering. Such members 1. Concealed spaces of stud walls and partitions,including furred spaces and parallel row of may include girders,joist and decking,posts,poles and columns. [2304.11] studs or staggered studs as follows: e. 1. bentwgeen sole plate nall be installed a utbi ors. locations: a.vertically at the ceiling and floor levels. b.horizontally at intervals not exceeding 10 feet. 2. at wiringo I plumbing mud sills ll duct stet lower penetrations.floors. 3. at rim joists I mud at heated floors. 2. All interconnections between concealed vertical and horizontal spaces such as occur at 4. at partition penetrations and window and door frames. nnisoffits,drop ceilings,and cove ceilings. 5. at light fixture 1 flue penetrations. Registered35. Post Connection:Provide a positive connection between the post support&post and 3. Concealed spaces between stair stringers at the top and bottom of the run. ARCHITECT I between the post and the beam sufficient to ensure against uplift and lateral displacement. 4. Openings around vents,pipes,and ducts at ceiling and floor level,with an approved • material to resist the free passage of flame and products of combustion. Michael G.Underwood . 36. Post Material:Structural exterior posts,girders,joists and decking to be cedar or treated material. State of Washington [2304.11.2.7] 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped galvanized steel, Permit awn*d Bidding stainless steel or copper. [2304.9.5] Set Project name: Longshore Bldg General Notes Addition/Remodel ) 1/4" = 1'-0" Project: 1215 Issue Date: 9/20/12 a ro E 0 -Pa co N General Notes C u E 0 O 0 . U) i •.. . SGI 0 9/23/2012 4:52:10 PM BIDDING REQUIREMENTS, CONTRACT FORMS,AND CONDITIONS OF THE Section 01 27 00 Section 01 45 00 CONTRACT Product Substitution Procedure Quality Control Definitions: A. Provide testing and professional inspections as required. Table of Contents A. Performance Specifications: No manufacturer is specified,and requirements are B. Pay for all testing. specified by descriptive requirements, design requirements, performance requirements, Field enaineerina 00 10 00table of contents reference standards, and codes. Product options complying with or exceeding provisions A. Inspect the site and location of the work and become acquainted with and understand , �x. of Contract Documents are acceptable and require no Substitution Request. all conditions relating to the work to be performed under this contract. a•. 00 30 00bid instruction B. Closed Proprietary Specifications: Products by one or more manufacturers are B. Locate and stake out new construction and utilities. Be responsible for accuracy and 00 41 00 bid form specified and specification Section does not allow for approval of other products by correctness of lines and grades. 00 52 00agreement form(AIA document a105) Substitution Request. No other product options will be accepted. PRovide products and Underwood & 00 72 00general conditions(AIA document a205) Work specified. 00 73 00supplementary conditions C. Open Proprietary Specifications: Produts by one or more manucaturers are specified, Section 01 50 00 and specification Section allows for approval of other products by Substitution Request. Temporary facilities and controls Associates I Ic Section 00 10 00 Submit Substitution Request for other products to Architect under provisions of this A. Obtain and pay for all special permits and licenses,except as specified in division 1 -general requirements Section. supplementary conditions,and give all notices required for providing construction 1005 4th Street 01 11 00summary of work Subsitution Requests During Bidding Period: facilities and temporary controls. 01 14 0owork restrictions A. Submit Substitution Request to reach Architect's office before 5:00pm at least seven B. Construction facilities and temporary controls shall conform with applicable anacortes,washington 98221 01 23 00alternates (7)working days prior to date for receiving Bids,and in conformance,with Instructions to requirements of the following: 360.588.0471 01 25 0osubmittals Bidders. 1. Associated General Contractors of America(ACC):manual of accident 01 27 00product substitution procedure B. Bidders will be notified by Addendum of products in addition to those specified. No prevention in construction. - 01 31 13coordination other form of approval, including verbal or implied,is acceptable to indicate approval of 2. International Building Code(IBC),International Electrical Code(NEC),and mike underwood, AIA 01 31 19project meetings Subsitution Request. Uniform Plumbing Code(UPC):applicable chapters and sections. 01 41 00regulatory requirements Substitution Requests Durina Construction Period' C. Provide temporary water and electric service. Pay for water and electric energy • 01 45 00quality control A. Substitution Requests, submitted by Contractor will not be considered,except for the used at the prevailing rate for the service provided. mike@underwoodarchitecture.corn 01 50 00temporary facilities and controls following resons. Indicate one or more reasons why substitution is required with D. Provide temporary heat and ventilation required to maintain adequate 01 60 00materials and equipment Substitution Request. environmental conditions to facilitate progress of work. 01 74 19construction waste management 1. Unavailability: Specified item has been discontinued or Is unavailable in time to E. Provide and maintain suitable temporary barriers as required to prevent public 01 78 00contract closeout meet Construction Schedule through no fault of Contractor or subcontractor. entry. 2. Unsuitability: Subsequent information discloses specified item is unsuitable, F. Provide and maintain temporary structures for field offices and construction sheds division 2-exisiting conditions inappropriate, unable to perform properly, or fit designated space. as deemed necessary by the Contractor. 02 41 13selective demolition 3. Regulatory Requirements: Substitution is required to comply with Code G. Temporary controls: interpretations or insurance regulations. 1. The Washington State Clean Air Act requires the use of all known,available, division 3-concrete 4. Warranty: Manufacturer or fabricator declare specified item to be unsuitable for and reasonable means of controlling air pollution, including dust. Control dust 03 10 00concrete formwork use intended or refuses to certify or warrant performance of specified item of Project. generated during construction activities by wetting dust sources such as areas of 03 20 00concrete reinforcement B. During Construction Period, Contractor will be notified by Architect in writing of exposed soils,washing truck wheels before they leave the site,and installing and 03 30 00cast-in-place concrete decision to accept or reject Substitution Request. maintaining gravel construction entrances. Construction vehicle track-out is also a Submittal Requirements: major dust source. My evidence of track-out can trigger violations and fines from the division 4-masonry A. Submit(2)two copies of Substitution Request. Limit each request to one Substitution department of Ecology or the puget sound air pollution control agency. (Sepa Natural 04 20 00concrete unit masonry Request Form. EnvironmentAir Quality Policies). B. Burdon of proof is upon Substitution Request, as proprosed,to show compliance with I. Mitigation of damages: during construction protect all adjacent property from division 5-metals specified. Submit drawings, product data, samples,certified test results, and as needed damage due to and including,but not limited to,subsidence,erosion and Inundation. 05 50 00metal fabrications DIVISION 1 -GENERAL REQUIREMENTS to fully describe Substitution request for evaluation by Architect. Mitigation of damages caused by contractor's operations shall be the sole Section 01 11 00 C. Where product data includes other than that proposed by substitution Request,clearly responsibility of the contractor. division 6-wood and plastics Summary of work mark, or otherwise indicate, exact substitution. 06 10 00rough carpentry A. General conditions,supplementary conditions, and division 1 -general requirements D. Document each Subtitution Request with complete data substatiating that proprosed 06 17 36wood trusses govern the work of all sections of the specifications. substitution complies with provisions of Contract Documents. 06 20 00finish carpentry B. Work of this contract includes construction of an addition to a one story type v-b E. Submission of Subtitution Request constitutes representation that Bidder or Section 01 60 00 06 64 ooplastic paneling longshoreman break room and restroom facility, and associated sitework. Contractor: Materials and equipment C. Persons performing work shall examine surfaces to receive their work and shall 1. Has investigated proposed product and determined that it meets or exceeds,in A. All material and equipment incorporated in the work shall be new,unless otherwise division 7-thermal and moisture protection report in writing to contractor, with copy to architect, conditions detrimental to work. all respects, specified product. specified; in condition acceptable to the architect;suitable for the Intended use. 07 11 13bituminous dampproofing Failure to examine and report makes the person responsible, at no increase in contract 2. Shall provide the same or better warranty for substitution as for specified B. Provide products complete with all accessories,trim,finish,fasteners and 07 21 00building insulation sum,for corrections architect may require. Commencement of work constitutes product. adhesives,and other devices and details required for the Intended use and effect. 07 26 00vapor retarders acceptance of surface. 3. Shall be responsible for effect of substitution upon related Work,shall coordinate C. Product options and substitutions: whenever a product is specified by using a 07 27 00air barriers installation,and be responsible for other changes which may be required for Work to be proprietary name or the name of a particular manufacturer or vendor,the specific item 07 31 13asphalt shingles complete in all respects, in compliance with design intent and in compliance with all mentioned shall be understood as establishing type,function,dimension,appearance, 07 41 13metal wall panels applicable codes and regulatory requirements. and quality desired. If products are followed by"or approved",other manufacturer's 07 60 00flashing and sheet metal 4. Be responsible for additional costs which may subsequently become apparent. products may be accepted provided sufficient information is submitted,in writing,to 07 92 00joint sealers Section 01 14 00 This includes additional costs for required additional Architect's service made necessary allow the architect to determine that products proposed are equivalent to those named. Work Restrictions by the substitution. A. Work construction window: Work shall be allowed in the daylight hours between division 8-doors and windows 5. Shall provide all cost savings to Contract Sum as credits. 7am and 7pm. 08 11 13hollow metal doors and frames 6. Shall provide specified product,material,or system should substitution be 08 14 00 wood doors B. Site shall be cleaned and orderly each weekend before and after the work rejected, at no charge in Contract Sum. Section 01 74 19 08 56 13vinyl windows window, and all construction areas securly identified and barricaded each weekend. F. Subsitutions indicated or implied on submittals,such as Shop Drawings,will not be Construction Waste Management 08 60 00skylights accepted. A. The Owner desires that this project generate the least amount of waste possible and 08 70 00hardware G. Products and materials included in the Work, no specified or approved by Subsitution that processes that ensure the generation of as little waste as possible due to error,poor 08 80 00glazing Request,are defined as Non-Conforming Work. Remove and replace with conforming planning,breakage, mishandling,contamination,or other factors be employed. Section 01 23 00 Work at Contractor's expense with no increase in Contract Time,as directed by Architect. B. Of the inevitable waste that is generated,reuse,salvage,or recycle as many of the division 9-finishes Alternates Architect Will Not Consider: waste materials as economically feasible to minimize waste disposal off the island. 09 29 00gypsum board A. This section identifies each alternate by number and describes basic changes A. Subsitution Requests which do not provide adequate or clearly defined information for C. Lay out and table a specific area acceptible to the owners,to facilitate separation of 09 68 00resilient base to be incorporated into the work only when that alternate is made a part of the work complete and timely appraisal. materials for potential recycling,salvage,reuse,and retum.Keep recycle areas neat and 09 90 00painting and coating by specific provisions in the agreement. B. Substitution which,if accepted,will require substantial revisions of Contract dean and clearly marked in order to avoid contamination of materials. B. Base bid and alternates shall include cost of supporting elements required so Documents. division 10-specialties that no matter what combination of base bid and alternates are selected,that portion C. Substitution indicated or implied by Shop Drawings and other submittals. 10 14 00signage shall be a complete entity in itself. D. Substitutions not approved by published Addendum during Bid Period or not approved 10 28 13toilet accessories C. Coordinate pertinent related work and modify surrounding work as required to in writing by Architect during Construction period. Section 01 78 00 10 28 18shower accessories properly integrate the work under each alternate, and to provide the complete E. Substitutions not submitted on completed Substitution Request Form. Contract Closeolg construction required by the contract documents. A. Final cleaning: prior to final inspection,thoroughly dean building and jobsite. division 11 -not used D. Description of alternates: Vacuum dean where appropriate, remove all spots,smears,smudges,dust,debris, 1. Entry roof and exterior counter. handprints,and defacements. Follow recommendations of manufacturers of materials division 12 -furnishings 2. Three additional driven piles for future expansion. and items to be cleaned for all cleaning,polishing,and treatment such as waxing and 12 35 00specialty casework Section 01 31 13 sealing.Remove all jobsite debris, recycleable materials,and restore site to the condition Coordination in which it is found prior to construction. Section 01 25 00 A. General: divisions 13 through 21 -not used B. Project record documents: Submittals 1. Coordinate with work of other sections to ensure that all fixtures,devices, 1. Project record documents Include original contract documents,and contract A. Make submittals promptly and in such a manner as to cause no delay in the work. switches, outlets,ducts, pipes, similar items can be installed as shown without division 22-plumbing P pe , documents revised as specified in general conditions. Show ag-buik conditions for all 22 00 00plumbing B. Modify drawings,diagrams, and product data to delete information which is not modifications to framing. Provide all blockouts, raceways and similar framing as utilities and building. applicable to the work. Supplement standard information to provide information required.22 05 00common work results for plumbing re q 2. Submit completed project record documents upon substantial completion of the 22 40 00 plumbing fixtures specifically applicable to the work. Submittals not flagged for specific application to 2. Coordinate the work;do not delegate responsibility for coordination to any project, the work will be rejected. subcontractor. C. Operating and maintenance data: C. Contractor's responsibilities: stamp,and initial or sign, certifying to review of 3. Anticipateinterrelationship 1. Compile product data and related information appropriate division 23-heating,ventilating, and air conditioning(hvac) hthtolworof all subcontractors andystems for Owner's submittal,verification of products,field measurements and field construction criteria, Their relationshipwith the total work. 23 00 00 heating,ventilating,and air conditioning(hvac) maintenance and operation of products,equipment,and systems provided under the 23 82 39electric unit heaters and coordination of information within submittal with requirements of the work,contrail 4. Resolve differences or disputes between subcontractors and materials contract. Submit 3 copies prior to final request for payment. documents, and requirements of regulatory authorities having jurisdiction. suppliers concerning coordination, interference,or extent of work between sections. 2. Format: D. Number of submittals required: Contractor's decisions, if consistent with contract document requirements,shall be final. divisions 24 and 25-not useda. Assemble in commercial quality three-ring binders with durable,cleanable 1. Shop drawings: submit number of copies required by the contractor plus 3 5. Verify all dimensions on site. plastic covers. division 26-electrical copies for the architect,which will be retained by the architect. B. "tight"conditions: b. Provide indexed tabs for each product or system included. 2. Product data, and non-reproducible submittals: submit number of copies 1. Resolve all"tight"conditions involvingwork of various sections in advance of 26 00 00 electrical 9 c. Include only that information which Is pertinent to the specific product or which the contractor requires, plus 3 copies which will be retained by the architect. installation.26 05 00common work results for electrical system. 3. Samples: submit number stated in each section. 2. If necessary, and before workproceeds in these areas,prepare supplementary 26 50 001ightingpP ry D. Instruct Owner's personnel in the maintenance and operation of equipment and 9878 Registered E. Architect's review and approval of submittals only indicates the item is in general drawings for review showing all work in"tight"areas. systems. compliance with the intent of contract documents. Approval does not relieve the 3. Provide supplementary drawings,and additional work necessaryto overcome ARCHITECT contractor of responsibility to ensure that all submitted items meet applicable codes, fit PP ry g E. Warranties and Bonds: assemble warranties,bonds,and service and maintenance divisions 27 through 30-not used P y pp "tight" conditions, at no increase in contract sum. contracts executed by each of the respective manufacturers,suppliers,and - and function in areas shown and specified. Notify the architect in writing of any subcontractors. Submit prior to final request for payment. division 31 -earthwork discrepancies in compliance or conformance. F. Lien releases: submitprior to final Michael G.Underwood F. Incomplete submittals are not acceptable. Allow 4 working days for architect's request for payment. 31 10 00 earthwork State of Washington • 31 62 00driven piles review and comment for each submittal. Section 01 31 19 G. Begin no fabrication or work which requires submittals until return of architect's Proiect Meetings final reviewed submittals. A. Prior to commencement of work,a preconstruction conference will be held to End of Division 1 Permit and Bidding H. Submit progress schedule to the architect no later than 15 calendar days after discuss procedures to be followed. date of commencement of work. Coordinate progress schedule with shop drawings, B. Location: to be determined by addendum. A site as convenient as possible for all product data,and samples submittals. parties,designated by the architect. Set I. Progress schedule may be a bar graph. The number of activities and structure of C. Attending shall be: DIVISION 2-EXISTING CONDITIONS the progress schedule shall be adequate to explain the various stages of construction 1. Owner's representative. and shall be coordinated with applications for payment. 2. Architect. Section 02 41 13 Project name: J. Contractor shall update the progress schedule and submittal log during 3. Contractor. Selective Demolition Longshore Bldg construction as required to keep them current and submit copies at each weekly 4. Contractor's representative. A. Demolish and remove items specified in demolition plan. meeting. 5. Major subcontractors. B. Protect all surfaces and structures that are to remain.6. Others as appropriate. C. Verify existing utility locations. /` ddltion/1 Qe1W� \ 11O"Iel D. Provide support to existing building prior to removal of any walls. /" Section 01 41 00 End of Division 2 Reaulatory requirements -E A. Requirements of regulatory agencies shall mean the latest printed edition :, of each in effect at the date of submission of bids unless the document is shown dated. DIVISION 3-CONCRETE d B. Perform the work in conformance with applicable requirements of all Project 1215 regulatory agencies including, but not limited to the latest edition of the SECTION 0310 00 a following: Concrete Formwork Issue Date: 09/20/12 co 1. International Building Code(IBC) A. Comply with IBC,Chapter 19,and ACI 347. 2. International Electrical Code(NEC). B. Form exposed exterior concrete with"C-C plugged class 1 exterior"grade w 3. International Mechanical Code(IMC). plywood,meeting PS 1. x 4. Uniform Plumbing Code(UPC). C. Provide block-outs and sleeves as shown. to5. Washington State Energy Code(WSEC). D. Remove all wood used in forming and placing concrete if within the ground or o between foundation sills and ground. Divisions 0-3 E. Provide concrete cover on reinforcement as follows or as shown: k 1. Concrete cast against and permanently exposed to earth-3 inches. 2. Formed concrete with earth backfill-2 inches. b 3. Walls,inside face-1 inch. 4. Formed slabs-3/4 inch. • v 1� cn ,... . Spec 1 ,...i 9/24/2012 12:18:29 PM 6. Laterally support solid-sawn rectangular wood beams and joists to prevent 2. Low-Emitting Materials: Paneling shall comply with the testing and E. Shop Drawings: Indicate specially configured metal flashing,jointing methods and C. Exterior sealant: polyurethane elastomeric sealant meeting Fed.Spec.TT-S-230, " Section 03 20 00 rotation or lateral displacement as follows: if ratio of depth to thickness, based on product requirements for Volatile Organic Emissions . locations,fastening methods and locations and installation details as required by Vulkem No. 116 polyurethane sealant,or equal. Silicone sealant at contractor's option. Concrete Reinforcement nominal dimensions,is: 3. Nominal Thickness: Not less than 0.090 inch nominal project conditions indicated. D. Interior sealant: acrylic-latex water-base sealant,Chem-Calk 600,or equal. A. Comply chapter 19,and ACI 301. a. Two to one: no lateral sup port y with IBC, required. Accessories: Quality Assurance: E. Sanitary sealant: mildew-resistant silicone rubber sealant,General Electric"Sanitary B. Reinforcing bars: ASTM a 615,grade 60. b. Three to one or four to one:by ends held in position with full depth solid A. Trim Accessories: Manufacturer's standard one-piece vinyl extrusions designed to A. Installer Minimum Qualifications: Installer shall be licensed or otherwise authorized Sealant,"or equal C. Anchor bolts: see structural notes and details. blocking, bridging, nailing or bolting to other framing members,or approved hangers retain and cover edges of panels. Provide division bars, inside corners, outside by all federal, state and local authorities to install all products specified in this section.D. Tie wall vertical reinforcing bars to continuous footing reinforcing bars. Lap splices or other acceptable means. corners, and caps as needed to conceal edges. Installer shall perform work in accordance with NRCA Roofing and Waterproofing Underwood &and corners 30 bar diameters minimum. c. Five to one: one edge held in line for its entire length. 1. Color: Match panels . Manual Work shall be acceptable to the synthetic slate roof tile manufacturer. End of Division 7 E. Reinforcing steel not specifically shown in walls,slabs,or beams shall be typical as d. Six to one: provide bridging,full depth solid blocking, or cross bracing at B. Trim Accessories: Manufacturer's standard two-piece, snap-on vinyl extrusions B. Maintain one copy of manufacturers application instructions on the project site. similar sections and details where reinforcing is shown. intervals not exceeding 8 feet,unless both edges are held in line for their entire designed to cover edges of panels. Provide division bars, inside corners,outside Delivery, Storage.and Handling: Associates, I Ic F. Rigidly support reinforcing using concrete blocks or chairs manufactured in e. Seven to one: both edges held in line for their entire length. corners, and caps as needed to conceal edges. A. Store Products in manufacturer's unopened packaging until ready for installation. accordance with crsi standards. At openings over 18 inches square provide two bars 7. Provide positive connection between post support and length. Post, and 1. Color: Match panels . Proiect Conditions: DIVISION 8-DOORS AND WINDOWS same size as main steel,extending 30 diameters past opening, at each side and between post and beam sufficient to ensure against uplift and lateral displacement. C. Exposed Fasteners: Nylon drive rivets recommended by panel manufacturer. A. Anticipate and observe environmental conditions(temperature,humidity and1005 4th Street diagonally at corners. 8. Double all trimmers and headers framing openings or provide lumber of D. Concealed Mounting Splines: Continuous, H-shaped aluminum extrusions designed moisture)within limits recommended by manufacturer for optimum results. Do not anacortes,washington 98221 equivalent cross section. Support each end with proper sized framing anchors unless to fit into grooves routed in edges of factory-laminated panels and to be fastened to install products under environment conditions outside manufacturer's absolute limits. Section 08 11 13S Section 03 30 00 adequate bearing is provided through other means.Support tail joists with proper substrate. B. Extra Material-Provide one extra package and deliver to owner for repair work. Hollow Metal Doors and Frames 360.588.0471 Cast-in-place-concrete sized framing anchors. E. Adhesive: As recommended by plastic paneling manufacturer. Warranty: A. Comply with IBC,Chapter 19,ACI 301, and ACI 318. 9. Provide double top plate, overlap at corners and intersections with all 1. Adhesive shall have a VOC content of 50 g/L or less when calculated A. Manufacturer's Warranty: Furnish shingle manufacturer's warranty for the product GENERAL B. Concrete: regular concrete with minimum compressive strength at 28 days as partitions. Offset end joints 4 feet minimum. according to 40 CFR 59, Subpart D (EPA Method 24).University of Houston Master listed below: Summary: mike underwood, MA follows: See structural notes. 10. All studs shall have full bearing on a plate or sill not less than 2 inches in Construction Specifications 1. CertainTeed XT30: 30-year limited warranty A. Products Installed but not Furnished Under this Section: Finish Hardware • C. Vapor retarder: 6 mil blackplastic thickness,and having a width not less than that of stud. F. Sealant: Single-component, mildew-resistant, neutral-curing silicone sealant. B. Warranty Transferability Clause:Make available to Owner shingle manufacturer's specified in Section 08700 po D. Concrete finishes: 11. Provide all openings in bearing walls with header/beams by schedule,with standard option for transferring warranty to a new owner. References: mike@underwoodarchitecture.com 1. Interior floor slab(typical):steel trowel finish,with tolerance level of 1/8 inch minimum bearing of 1-1/2 inches for full width unless specifically noted otherwise. EXECUTION Manufacturers: A. American Society for Testing and Materials(ASTM). 12. Provide fire stopping, Acceptableproductsby 1. A 366-"Specification for Steel,Carton,Cold-Rolled Sheet,Commercial in 10 feet. pp ng,of non-combustible material or 2 inch nominal wood Examination: Manufacturer: Provide manufactured the CertainTeed E. Cure concrete with polyethylene sheet or apply curing compound. Curing or members,to cut off concealed openings(both vertical and horizontal),to form an A. Examine substrates and conditions,with Installer present,for compliance with Corporation. Contact Sales Support Group P.O. Box 860 Valley Forge, PA 19482 Toll Quality." sealing compound shall not interfere with proper adhesion of finish flooring materials. effective barrier between floor and attic space,and as follows: requirements for installation tolerances and other conditions affecting performance of the Free 800-233-8990 2. A 526-"Specification for Steel Sheet,Zinc-Coated (Galvanized)by the F. Concrete sealer: Sonnebom, Kure-n-seal 30,or approved, high solids transparent a. Around vent pipes, ducts, and similar penetrations at ceiling and floor Work. A. Substitutions: Permitted with approval. Hot-Dip Process, Commercial Quality." gsealing, dustproofing compound. Apply levels which afford a B. Steel Door Institute(SDI). curio and A I to exposed interior concrete floors. passage for fire. B. Proceed with installation only after unsatisfactory conditions have been corrected. B. Requests for substitutions will be considered in accordance with provisions of G. Patching: patch tie holes, defective pour joints, projections,and rock pockets 13. Provide metal nail plates in all locations where plumbing or wiring comes Preparation: Section 01 25 00. 1. 100-"Recommended Specifications, Standard Steel Doors and Frames." immediately after form removal. Sack finish exterior exposed concrete surfaces, over within 1-1/4 inch of the edge of any stud. A. Remove wallpaper,vinyl wall covering, loose or soluble paint,and other materials that Asphalt Fiberglass Shingles: 2. 105-"Recommended Erection instructions for Steel Frames." 12 inches high,to blend with adjacent surfaces. 14. Frame stud partitions containing plumbing, heating, or other pipes,and might interfere with adhesive bond. A. CertainTeed XT30 Shingles:Conforming to ASTM D 3018 Type I-Self-Sealing; UL 3. 107-"Hardware on Steel Doors(Reinforcement-Application)." space joists underneath to provide proper clearance. Where a partition containing B. Prepare substrate by sanding high spots and filling low spots as needed to provide Certification of ASTM D3462,ASTM D 3161/UL 997 80-mph Wind Resistance and UL C. Underwriters Laboratories, Inc.(UL). such piping runs parallel to joists double,space,and bridge joists to permit passage of flat,even surface for panel installation. Class A Fire Resistance;glass fiber mat base,Ceramically colored/UV resistant 1. UL-10B-"Standards for Fire Tests of Door Assemblies." piping. Where such piping is placed in or partly in a partition requiring cutting of soles C. Clean substrates of substances that could impair bond of adhesive, including oil, mineral surface granules across entire face of shingle;square three tab type Submittals' End of Division 3 platesprovidegrease, Weight: poundspersquare(100square feet). A. Certificates of compliance with UL requirements. or metal ties minimum 1/8 inch thick and 1-1/2 inch wide. Fasten dirt, and dust. B. 215 across and to each side of opening with not less than 4-16d nails. D. Condition panels by unpacking and placing in installation space before installation C. Color:As selected by Architect from manufacturer's standards. Quality Assurance' DIVISION 4-MASONRY 15. Studs in exterior or interior partitions may be cut or notched for up to 25 according to manufacturer's written recommendations. Sheet Materials: A. Qualifications: percent of stud width. Studs may have a hole bored up to 40 percent of stud width, E. Lay out paneling before installing. Locate panel joints to provide equal A. Underlayment: CertainTeed"Roofers'Select",ASTM D 6757; asphalt-impregnated 1. Fire-rated metal doors and frames shall be manufactured by one company provided the hole is no closer than 5/8 inch from edge of stud. Bored holes shall not panels at ends of walls not less than half the width of full panels . fiberglass-reinforced organic felt designed for use on roof decks as a water-resistant listed in Underwriters Laboratories, Inc."Building Material List" Section 04 20 00 be located at same section of stud as a cut or notch. 1. Mark plumb lines on substrate at panel joint locations for accurate layer beneath roofing shingles 2. Comply with UL Publication UL-10B. Concrete Unit Masonry 16. Lumber, plywood,and particleboard: comply with applicable standards and installation. Flashing Materials: 3. Comply with SDI Publication, 100. A. Comply with IBC,Chapter 19,ACI 301, and ACI 318. grading rules of appropriate association,and identified by grade mark of approved Installation: A. Sheet Flashing:ASTM A 361/A361M;26 Guage(0.45 mm)steel with minimum B. Concrete: regular concrete with minimum compressive strength at 28 days as Inspection agency. A. Install plastic paneling according to manufacturer's written instructions. G115/Z350 galvanized coating PRODUCTS follows: See structural notes. 17. Sheathing panel support: stagger end laps of roof and floor sheathing. B. Install panels in a full spread of adhesive. B. Sheet Flashing:ASTM B 209;0.025(0.63mm)thick aluminum, mill finish. Materials: C. Vapor retarder: 6 mil black plastic Provide support at allpanel edges bymeans of clips,blocking,tongue andgroove C. Install trim accessories with adhesive. C. Bitumious Paint:Acid and alkali resistant type;black color. A. Frames: Commercial quality cold-rolled sheet steel in conformance with PP 9 P 9 D. Concrete finishes: joints or other positive means recommended by APA where not otherwise shown or D. Fill grooves in trim accessories with sealant before installing panels and bed inside Accessories: ASTM A 386. Hot-dip galvanize steel for exterior frames in conformance with 1. Interior floor slab(typical): steel trowel finish,with tolerance level of 1/8 inch in specified as fully blocked. Apply continuous bead of adhesive over top edge of floor corner trim in a bead of sealant. A. Nails: Standard round wire type roofing nails,corrosion resistant;hot dipped zinc ASTM A 526,G90 coating designation.Timely Industries,ratite end door frames. 10 feet. joists,install plywood subfloor with 1/8 inch gaps between panels to accommodate E. Maintain uniform space betweenpanels and wall fixtures. Fill space with sealant. coated steel, aluminum or chormated steel; minimum 3.8 inch(9.5mm)head diameter; B. Hardware: Comply with SDI 107. Furnished as specified in E. Cure concrete with polyethylene sheet or apply curing compound. Curing or l P Ywce g PP p Section 08 70 00. swelling. F. Remove excess sealant and smears as paneling is installed. Clean with solvent minimum 11 or 12 gage(2.5mm)shank diameter; shank to be sufficient length to sealing compound shall not interfere with proper adhesion of finish flooring materials. 18. Provide solid wood blocking for all wall mounted or wall supported items recommended by sealant manufacturer and then wipe with clean dry cloths until no residue penetrate through the roof sheathing or%inch (19mm)into solid wood, plywood or non- C. Door. Masker 14 gauge, hollow metal door(with smooth face).DS103 F. Concrete sealer: Sonnebom, Kure-n-seal 30,or approved, high solids transparent and accessories. Confirm locations with owner or architect prior to application of remains. veneer wood decking. Fabrication; curing,sealing,and dustproofing compound. Apply to exposed interior concrete floors. covering materials. B. Asphalt Roofing Cement:ASTM D 4586,Type I or II A. Frames: One-piece,welded, 18 gage minimum,with integral stops,jambs, G. Patching: patch tie holes, defective pour joints, projections,and rock pockets 19. Provide additional studs or blocking as required to assure solid end and Flashing Fabrication: and trim in accordance with SDI 100 for Level 1,Model 1 doors.Size as indicated immediately after form removal. Sack finish exterior exposed concrete surfaces, over 12 edge nailing for all siding and fascias such as where siding butts window or door trim. End of Division 6 A. Form flashing to profiles indicated on Drawings and to protect roofing materials on the drawings. inches high,to blend with adjacent surfaces. 20. Provide additional blocking as required for edge nailing of all soffit from physical damage and shed water. B. Profile:standard"S"series with TA8 smooth frame casings. materials at all soffits and overhangs. DIVISION 7-THERMAL AND MOISTURE PROTECTION B. Form sections square and accurate to profile, in maximum possible lengths,free 21. Provide blocking or bracing as required to make interior walls rigid. from distortion or defects detrimental to appearance or performance. EXECUTION End of Division 4 Section 07 11 13 Installation: • Section 06 17 36 Bituminous Damooroofinq EXECUTION A. Install in accordance with SDI 105,manufacturer's recommendations,and Wood trusses A. Qualifications: system shall be installed by applicator approved by materials Examination: requirements of labeling authority. DIVISION 5-METALS A. Design requirements: comply with NFPA and TPI specifications." manufacturer. A. Verify existing site conditions. B. Frames: Install plumb, rigid,in true alignment,and fastened to retain their B. Submittals: B. Pre-installation conference: B. Verify that roof penetrations and plumbing stacks are in place and flashed to deck position and clearance during construction of partitions. Section 05 50 00 1.Complete calculations stamped by a professional engineer licensed in the 1. Dampproofing installer shall participate in a coordination meeting, arranged by surfaces. C. Doors: Install plumb, rigid,in true alignment in a prepared opening and Metal fabrications(in ol alt#1) state of Washington. the contractor, attended by the installers and materials manufacturers' representatives C. Verify deck surfaces are dry and free of ridges,warps or voids. fasten to achieve maximum operational effectiveness and appearance of unit. A. Comply with IBC,chapters 22 and 10,AISC"manual of steel construction,"AWS C. Comply with applicable requirements of IBC Chapter 23,and as noted on associated with work of this section and related sections. Roof Deck Preparation: D. Hardware: 2. Purpose of the meeting shall be to review requirements of the contract A. Follow shingle manufacturer's recommendations for acceptable roof deck material 1. Install In accordance with manufacturer's instructions,regulatory B. for welding, and SSPC specifications for painting. structural drawings. documents to ensure that details are correct and that materials shall be installed property. B. Broom clean deck surfaces under underlayment prior to their application. requirements,and Industry standards,taking care not to damage doors,frames,or C. Shop and structural: r s eel E. Lumber: kiln dried and of m grin to meet span and or longing requirements. C. Standard steel shapes, plates, and bars:ASTM a 36. Steel pipe column E. Connector plates: minimum 0.036 inch thick steel conforming to ASTM a 446 C. Dampproofing: Karnak Corporation, Karnak 100 non-fibrated emulsion coating, or Installation-Valley Protection: their finishes,with al mortises flush,and all screws turned to a flat seat. approved. A. For"closed-cut,""woven,"and"open"valleys,first place one ply of WinterGuard, 2. Adjust and lubricate hardware,as required,for proper operation. D. A a 53,r grade ASTM standard weight. grade. minimum 36 inches wide,centered over valleys. Lapjoints minimum of 6 inches. 3. Upon completion of installation,doors and finish hardware shall operate E. olts bolts: a 307,sizes as shown. 1. Hot dip galvanized in conformance with ASTM a 525 coating designation D. Examination:heg 1. Verify that surfaces to receive dampproofing are free from dirt and debris,that Follow instructions of shingle and waterproofing membrane manufacturer. smoothly. Doors shall stand open in any position. FF. Bolts:xp ASTM a 325. Handle trusses Installation-Metal Flashing: Adiustina: F. with care in erection to avoid damage to trusses or construction in voids and cracks are filled and that ridges and fins are removed leaving a smooth,firm wedging,Eng ex n s typ: ITig reming f nu or in creased to ion on olt shah lf- g surface. A. Weather-lap joints minimum 2 inches. A. Replace or re-hang doors which are hinge-bound and do not swing or operate actoor expansion weges outward to create positive at or increased tension ra bolt shank shall place. that concrete has B. Seal work projectingthrough or mounted on roof with asphalt roofingcement and freely. act to force wedges to create resistance toar withdrawal. with Securely brace during erection and after permanent installation in accordance dam2 roofinfy materials manufacturer. the minimum period recommended by 9 Ph G. Welding: in conformance with AISC and AWS standards,and performed by TPI "bracing wood trusses: commentary and recommendations." dampproofingmake weather tight. B. Install hardware,adjust, and lubricate for proper operation. welders. Use only prequalified welds(as defined by AWS),and e70xx E. Application: apply uniform coating of dampproofing material by brush or spray, Installation-Asphalt Shingles: certifiedflowing the material on the surface to obtain a smooth and uniform film at the rate of not Installshingles in accordance with manufacturer's instructions for product type clect and less than 2 to 3 gallons per 100 square feet. application specified. Section 08 14 00 H. Cleaning and painting: conform with SSPC-sp 3 and SSPC-pt 2 for cleaning steel. Section 06 20 00 F. Cleaning: clean material from adjacent surfaces and any surfaces exposed to view. Wood Doors Shop prime with fabricator's standard corrosion-inhibitive primer,compatible with Finish carpentry A. Pre-finished doors manufactured by Woodharbor Interior Doors. Model#Newport finishes specified in Section 09 90 00. Conform with SSPC-pa 1 for application. A. Comply with AWI"quality standards for architectural woodwork,"custom grade Section 07 41 13 One-Panel(n1-10),in oak. Algoma Hardwoods, Inc.,Sauder Door Company,and I. Provide all metal fabricated items shown and as required to complete metal requirements. Section 07 21 00 Metal Wall Panels Vancouver Door Company,will be acceptable subject to conformance with specified fabrications work. B. Exterior woodwork: Buildina Insulation A. Warranty: provide written warranty that paneling and flashing are guaranteed to be requirements. J. Hot dip galvanize items which will be exposed to weather in the completed work. 1. Soffits: kiln dried western red cedar,clear, 1 x 4,starter bd. Furnish in longest A. Thermal insulation: weather tight and free from defects for a period of 20 years from acceptance of the work. B. Provide custom grade solid-core and hollow core flush doors as shown. Provide K. Installation: lengths practical. Scarf end joints. 1. Walls, ceilings,and floors: fiberglass kraft-faced building insulation with B. Preformed metal wall panels:Taylor Metal Products, "SmoothWall"wall panels, 1 rated doors where scheduled. 1. Install metal fabrications and miscellaneous metalwork plumb,true, rigid,and 2. Soffit vents: superior spy 034 v200 nailing flanges, Certainteed,Owens-Coming fiberglass,or approved. V-groove;or approved; 12 inch panel width,concealed fastener application. C. Provide doors factory pre-finished,and prepared for hardware specified in neatly trimmed out, in accordance with drawings and reviewed shop drawings, using 3. Facias and trim: kiln dried western red cedar, clear,Ms. Sizes,profiles,and 2. Provide foamed in place insulation at electric boxes,window and door 1. Lengths: provide maximum panel lengths recommended by manufacturer to section 08 70 00. mechanics and workers skilled and experienced in the installation of the type of work thickness as shown. Furnish in longest lengths practical. Scarf end joints. frames,and similar penetrations in insulated walls. minimize end laps. D. Door Faces: custom grade plain-sliced oak suitable for transparent finish. involved. C. Interior woodwork: 3. 2 inch rigid insulation at slab perimeter. 2. Base metal: steel,ASTM A-792,24 gage. E. Edge Bands: match door faces at non-rated doors, maple at fire-rated doors. 2. Install metal fabrications and miscellaneous metalwork with all accessories 1. Window Sills: Melamine per plan,fabricate as shown. Color as selected. B. Insulation values: See energy notes in plans and energy submittal. 3. Protective coating: Conforming to G-90 Galvanizing F. Provide exterior doors and frames with non-ferrous weatherstripping entire furnished by the fabricator as required for complete and finished installations. D. Finish: factory pre-finish as specified in Section 09 90 00. C. Install insulation between framing members, at roof, in accordance with 4. Exterior finish: Kynar 500 Painted Steel. Color as selected from manufacturer's perimeter of each opening.Provide neoprene edge seals where required. 3. Field painting: after installation touch up and spot paint damaged surfaces, E. Installation: manufacturer's instructions and as shown. standard colors. G. Glazing: Ppg Industries, Inc.,as shown on door schedule. Glass and glazing field bolts and fasteners, and all welds with the same corrosion-inhibitive primer used 1. Cope internal corners and miter external corners at all standing and running D. Face staple to framing members as required by Washington state energy code 5. Interior finish: 0.15 mil thick epoxy primer and 0.35 off white top coat. shall conform with applicable requirements of IBC Chapter 24. for shop painting. trim. for vapor barrier. At contractor's option provide vapor retarder over interior of all 6. Fasteners: manufacturer's standard 21 gage zincalume dips. 1. Tempered: clear float 3/16 inch thick. 2. Provide running trim in as long lengths as practical. Make splices with scarfed framing members in lieu of face stapling insulation. Face stapling of insulation or C. Flashing: material and finish to match panels. Dissimilar materials will not be 2. Wired Glass: technical glass products,wire glass,clear polished glass with end joints. installation of vapor retarder shall be carefully done to assure a proper surface for allowed. Providepanelpenetration flashingas required. 24tc. \ j gage 1 inch square wire reinforcement,diamond pattern, 1/4 inch thick. End of Division 5 3. Install materials straight and true. Tightly butt ends of all trim. application of gypsum board free from fastener protrusions or other imperfections. D. Underlayment: no. 30 asphalt saturated felt. H. Fiberglass Faced French Doors: Therma-Tru Corporation,Smooth-Star S118, Registered 4. Securely fasten materials to supporting substrate. E. Remove any strippable protective coating on panels and fleshings prior to panel face manufactured from fiberglass reinforced thermoset composite compound. ARCHITECT I 5. Nail all exterior wood trim with galvanized casing nails,drive nail heads flush Section 07 26 00 installation. Do not allow strippable material to remain on panels in extreme heat,cold, 1. Glazing: manufacturer's standard clear,tempered, Low E Insulating glass. with surface of trim. Maintain nailing pattern in straight horizontal and vertical lines. Vapor retarders or in direct sunlight or other UV source. 2. Hinges: steel,chrome(626)finish DIVISION 6-WOOD AND PLASTICS 6. In interior work countersink nails and fill nail holes. A, Vapor retarder: 6 mil polyethylene sheeting. F. Fasten and seal wall panels to provide a complete watertight and weathertight 3. Weathering stripping: manufacturer's standard jacketed urethane,kerf-fit to Michael G.Underwood F. Provide(2)22 inch by 30 inch minimum, insulated attic access opening with B. Tape: pressure-sensitive neoprene or vinyl-chloride rubber adhesive and tape. installation. frame stops,door bottom gasket. State of Washington minimum head height of 30 inches in an accessible location. As shown in plan. C. Rake smooth all soil in crawl space prior to installation of vapor retarder. G. Touch up areas as required. Wash panel surfaces with water if required. 4. Sills: adjustable with oak threshold. Section 0610 00 D. Provide vapor retarder over compacted fill, at all interior concrete floor slabs and H. Install in accordance with manufacturer's recommendations. 5. Astragals: pine,for paint finish. Rough Carpentry [structural notes supersede] crawl spaces. Lap 12 inches and tape all edges. At crawl space turn up at edges and I. Screens: ALCO,mirage retractable screen systems; horizontal roller screens. + A. Comply with IBC,chapter 23,and as noted on drawings. extend up interior side of foundation walls to exterior grade level. Secure to foundations Color as selected from manufacturer's standards. Permit and Bidding B. Framing lumber: See structural notes. Section 06 64 00 or footings. Fix and seal around pipes and conduits. C. Sills and all wood in contact with concrete, masonry,or earth: pressure-treated Plastic Paneling Section 07 60 00 Set douglas fir. Wolmanized,CCA oxide formulation in conformance with Fed.Spec.Tt-w-550 Flashing and Sheet Metal for preservative material and tt-w-571 for pressure treating. GENERAL Section 07 27 00 A. Comply with IBC,Chapters 14 and 15,and SMACNA"Architectural Sheet Metal Section 08 56 13 D. Plywood: U.S. Product standard ps 1. Summary: Air barriers Manual." Vinyl Windows Project name: 1. Roof sheathing: See structural notes A. Section includes glass-fiber reinforced plastic(FRP)wall paneling and trim A. Air barrier: Tyvek,Typar, Barrier,or equal. Install over exterior sheathing, lap 2 B. Sheet metal: galvanized steel sheet conforming with ASTM a 525,with baked A. Performance Requirements: meet ANSI/AAMA Standard 1503.1 requirements for 1 2. Wall sheathing: See structural notes and plans accessories. inches. Diagonal cut at all openings,fold back into opening and secure in accordance enamel finish, color as selected. air Infiltration,water resistance and structural strength. Windows shall have u-value Longs h o re Bldg I E. Rough hardware: See structural notes Action Submittals: with manufacturer's recommendations. C. Sheet lead: 4 pound sheet lead conforming with ASTM b 29,for flashing of vent not to exceed 0.60. F. Fit accurately,secure rigidly,to lines and levels shown, plumb and square to a A. Product Data: For each type of product indicated. B. Tape: 3m contractor sheathing tape,#8086. pipes and other penetrations of roof. B. Submittals: product data,show dimensions,construction,component tolerance of 1/8 inch in 10 feet. Provide any special framing,even if not specifically shown, Quality Assurance: D. Louver vent at chimney: Industrial Louvers Inc. Penthouse assembly,#406-sxp connections and locations,anchorage methods and locations,hardware locations, Addition/Remodel as required to properly complete work. Provide all wood blocking,backing,furring, A. Source Limitations: Obtain plastic paneling and trim accessories from single at 2 inch width and non-drainable blades, painted to match roof color,fabricate as and installation details. grounds, nailers,stripping,fire stops,and similar rough carpentry as detailed and as manufacturer. Section 07 31 13 shown. C. Plastic Windows: Milgard Manufacturing, Inc.,classic series;or approved,sizes otherwise required to anchor fixtures and equipment to be installed by other trades. B. Surface-Burning Characteristics: As determined by testing identical products Asphalt Shingles E. Gutters and downspouts: and types as scheduled. Color as selected. Perform all cutting, boring, and similar work. according to ASTM E 84 by a qualified testing agency. Identify products with 1. Provide continuous, factory finished,galvanized steel gutters,similar to D. Glazing: manufacturer's solar bronze tinted, Low E insulating glass units, G. Framing: prior to bidding,contact local regulatory authorities havingjurisdiction to GENERAL SMACNA style h, and downspouts as shown. Color to match metal roofpanels. tempered asrequired code. Glass and glazingshall conform with applicable � ell ryappropriate markings of applicable testing agency. ty P Pe by PP identify,and comply with,any special framing, blocking or backing details, or caulking 1. Flame-Spread Index: 200 or less. Section Includes: Provide all accessories, hangers, brackets,fasteners, and sealants for a complete requirements of IBC Chapter 24, Section 2406. conditions as may be required for structural or fire stopping,or energy code requirements. 2. Smoke-Developed Index: 450 or less. A. Granule surfaced asphalt shingle roofing. watertight installation. E. Screens: provide window manufacturer's standard mesh insect screen,frame i.v 1. Anchor bolts per schedule. Proiect Conditions: B. Moisture shedding underlayment, eaves, valley and ridge protection 2. Support gutters minimum 3 feet on center. Support downspouts at top,bottom color to match sash. Project: 1215 2. Remove all debris,wood used in forming and placing con-crete if within the A. Environmental Limitations: Do not deliver or install plastic paneling until spaces are C. Associated metal flashing and at 5 feet on center. Connect to storm drainage system. F. Install in strict accordance manufacturer's instructions to achieve weathertight and a, ground,within crawl space,or between foundation sills and ground. Rake smooth for enclosed and weathertight and temporary HVAC system is operating and Submittals: freely operating installation. Issue Date: 09/20/12 z1 installation of vapor retarder. maintaining ambient temperature and humidity conditions at occupancy levels during A. Submit under provisions of Section 01 25 00. G. Operating windows shall be dosed and locked during installation. Install R 3. Provide pressure preservative treated wood,or approved wood of natural the remainder of the construction period. B. Product Data: Provide manufacturer's printed product information indicating Section 07 92 00 plumb, square,windows level, and with 1/4 inch clearance on all sides with weep 5 resistance to decay for all foundation plates, sills,or sleepers on concrete or masonry slab material characteristics, performance criteria and product limitations. Joint sealers holes at bottom. o in direct contact with earth, and sills which rest on concrete or masonry foundations. PRODUCTS C. Manufacturer's Installation Instructions: Provide published instructions that indicate A. Comply with SWI"Sealants:The Professionals'Guide." H. Nail through fins at sides and base. At head place nails 1/2 inch above fin and y Wood members shall bear compliance mark or brand of approved agency. Plastic Sheet Paneling: preparation required and installation procedures. B. Provide exterior and interior calking and sealing of joints as required to seal perimeters bend down over fin to allow for header deflection. Do not nail through fin at head. 00D. Certificate of Compliance: Provide Certificate of Compliance from an independent of all openings in walls, and as required to weatherproof the building. Provide calking and I. Maintain alignment with adjacent work. Secure assemblyto framed openings Q a 4. Maintain minimum 6 inch clearance between any wood and earth,or provide A. General: Gelcoat-finished,glass fiber reinforced plastic panels complying with ASTM D P p p l Division 3-V ° laboratoryindicatingthat the asphalt fiberglass shingles made in normalproduction meet sealing wherever required to prevent light leakage and sound penetration,as well as plumb, approved wood or flashing as shown or specified. 5319. P 9 9 square,without distortion. or exceed the requirements of the following: moisture intrusion. J. Uponcompletion leave units closed and locked. Ti 5. Provide pressure preservative treated wood for those portions of wood members 1. Basis-of-Design Product: Subject to compliance with requirements, provide PI v which form structural support of building,decks,and similar elements when such members Standard FRP(P 100 White)by Mariite or comparable product by one of the following: 1. ASTM E 108/UL 790 Class A Fire Resistance 5 2. ASTM D 3161/UL 997 Wind Resistance. are exposed to weather without adequate protection from a roof,save,overhang,or other a. Fibertech; A covering. Such members include, but are not limited to,girders,joists,trusses,posts,and b. Fiberglass Specialties, Inc. columns. 5 v Spec 2 U 9/24/2012 12:18:29 PM G;.i2 Y•f.n A •".. .. Section 08 60 00 Adjusting and Cleanina: H. Tint all pigmented undercoats to approximately same shade as final coats. Materials: DIVISION 22-PLUMBING Skylights A. Adjust and check each operating item of hardware and each door,to ensure proper Noticeably decrease depth of shade in successive coats. A. Exposed Surfaces(other than edges): High Pressure laminates,0.028 thick, A. Submittals: shop drawings and product data,show method of construction, operation or function of every unit. Replace units which cannot be adjusted to operate Nominal 1/32 inch. Section 22 00 00 materials,finishes,and installation details. freelyand smoothlyas intended for the application made. I. Prepare surfaces in accordance with materials manufacturer's recommendations. PP Clean, remove foreign matter, patch holes, cracks, and imperfections with compound B. Semi-Exposed Surfaces(other than edges): Provide 60 percent polyester Plumbing B. Regulatory requirements: conform with applicable requirements of IBC Chapters laminate on all semi-exposed surfaces, includingbacks and drawer bottoms. General: 24 and 26. Hardware schedule recommended by manufacturer of paint to be applied to these surfaces. Bring all areas Pce to be painted to true,even surfaces. C. Concealed Surfaces: Finish with balancing sheet,minimum 0.027 inch thick high A. Provide a complete working Installation with all equipment called for,in proper C. Skylights: Velux-America, Inc., Model QFS150; or approved,as shown and HARDWARE GROUP 1: J. On smooth surfaces carefully sand all finishes for good adhesion of subsequent pressure laminate,almond or greystone color to match cabinet interior. NEMA operating condition upon completion of work. Documents and drawings do not undertake specified. 1 EA LOCKSET AL53PD 1. Fasteners: manufacturers standard. 1 EA CYLINDER 20-021 coats. Standard CL20 for vertical grade, matte finish. to show or list every item to be provided. When an item not shown or specified is dearly K. Apply putty,caulk,or speckle after surfaces are primed and primer is dry. Spot prime D. Edges of Laminated Components: Extruded PVC 0.125 inch(1/8 inch)minimum necessary for proper operation of equipment shown or specified, provide an item which Underwood & 2. Glazing: comfort(75),clear tempered, Low E insulating glass. areas as required. thickness,color throughout. Bond to core board with waterproof hot melt adhesive for will allow the system to function properly at no increase in contract sum. 3. Sealants and glazing accessories: manufacturer's standard. HARDWARE GROUP 2: L. Apply materials evenly, from sags,runs,crawls, holidays, all drawers, doors, and endpanels. Include topsof tall and wall cabinets,bottom of all B. Coordinate stub-outs for plumbing,sanitary and storm sewer,and mechanical room E. Verify that surfaces to which skylights will be attached are satisfactory for their 3 EA HINGES BB1279 4.5 X 4.5 PP Y Y 9 or defects. Mix to Associates I Ic installation. 1 EA LOCKSET AL10S proper consistency, brush out smooth, leaving minimum of brush marks; material shall cabinets,and back of any exposed end panels. All other exposed edges shall be controls with civil drawings under separate contract. Coordinate all work with those of be flowed on. Avoid lapping material on adjacent surfaces. extruded PVC 0.24 inch thick. other trades and disciplines as to provide a smooth working relationship. F. Install skylights in accordance with manufacturers instructions, reviewed shop 3 EA SILENCERS #20 M. Apply paint by brushes, roller,or spray sheepskin daubers may be used to reach E. Monolithic Flakeboard: Conform to FS LLL-B800A 7 and CS326-666. Three ply, C. Regulatory requirements: nothing in the drawings or specifications shall be 1005 4th Street drawings, and applicable regulatory requirements. surfaces which are inaccessible topaint brushes. balanced construction with outer layers of wood flakes. Density,45 lbs per cubic foot construed to permit work not conforming to applicable laws, ordinances, rules,or G. Exercise care in drilling anchorage holes to obtain full rated strength from HARDWARE GROUP 3: anacortes, washington 98221 attachment devices. 3 EA HINGES BB1279 4.5 X 4.5 N. Spray apply and back-roll or back-brush exterior stain finish on shingles. minimum, moisture content 8 percent or less. Screw holding face shall test at 350 lb regulations.Acquire and pay all permits and inspection fees required for the work not O. Applyexteriorpaint finishes on wood surfaces to completely withdrawal. Surface hardness 900 psi. Manufacture with resin binder,water solublepaid byothers. 360.588.0471 H. Following completion of installation clean both interior and exterior surfaces of 1 EA LOCKSET AL40PD SAT p y penetrate all knots. . skylights of excess sealants, paint, and other foreign materials. Use cleaning materials 1 EA CLOSER P8501 BF AL P. Tint all pigmented undercoats to approximately same shade as final coat. Noticeably glues or binders are not acceptable. D. Submittals: decrease depth of shade in successive coats. F. Plywood: 5-Ply solid face, back and core laminated with Type 2 water resistant 1. Submittals shall be in accordance with the instructions of the Architect and as and procedures recommended by skylight manufacturer. 1 EA WALL STOP 1270 WX P mike underwood, ALA I. Provide curb if required by skylight selection, minimum 4 inches above roofing Q. Cleaning: on completion carefully clean all glass, hardware,and similar surfaces to glue. specified. Q material. Slope curb 2 in 12(5 degrees)for positive drainage. Install skylights with HARDWARE GROUP 4: remove all misplaced paint and stain spots or spills. Leave work in condition acceptable G. Countertops: 2. Forward all submittals together,at one time. Individual or incomplete submittal 1. Plastic Laminate: Formica; Nevamar, Pionite;Wilsonart;or approved. High are not acceptable. to Architect. mike@underwoodarchitecture.com weep holes on lowest side. Provide wood shims at each pre-punched installation hole 3 EA HINGES B1279 4.5 X 4.5 pressure laminates 1/16 inch thick with solid stock Select White Maple edge, 1/8 inch 3. Identify each Item by manufacturer,brand,trade name, number,size,rating,or to square skylight in opening and to provide backing for secure screw attachment. 1 EA LOCKSET ALBOPD SAT minimum thickness with eased corners. whatever other data is necessary to properly identify and review materials and equipment. SILENCERS EA SILENCERS #20 H. Backsplashes: Match counter tops. 4. Submit 2 copies for review prior to fabrication. Submit 3 final copies after 1 EA WALL STOP 127i0 WX End of Division 9 I. Cabinet Hardware: Manufacturer's standard in conformance with AWI Section approval. Section 08 70 00 PPro Hardware Section 08 80 00 160-S-3. 5. Substitutions must be of equal or greater performance or quality than those DIVISION 10-SPECIALTIES Glazing I. Hinges: 5 knuckle type,0.072 inch thick minimum, institutional type,wrap specified in drawings or specification. Substitutes must show written evidence of around. Provide 3 for doors over 48 inches high. superiority. Approval of substitutes will be reviewed byArchitect,whose decision shall be GENERAL 9 Pero requirements Rege of requirements: glass and glazing shall conform with applicable 2. Pulls: Wire type,through bolted from back side. final. Summary: of IBC. Section 1014 00 YP g 3. Catches: Magnetic,with 71b pull. E. Coordination: A. Work under this Section includes furnishing finish hardware requirements for the B. Glazing: Industries, Inc.,"twindow"or Signage g equal, 1 inch thick insulated glass. 4. Elbow Catches: Ives-174, No. 2 or approved. Provide at lockedpairs Project. Items not specifically mentioned but necessary to complete the Work,shall bepp of 1. Drawings site and become familiar with the existing conditions affecting work. 1. Outside pane: clear float, 4 inch inch thick. doors as shown. 2. Drawl s are to some extent furnished, matching items specified in quantity and finish. GENERAL ng diagrammatic and do not attempt to show exact 2. Inside pane: clear float, 1/4 thick. 5. Drawer Slides: Cold rolled steel, zinc plated, ball bearing rollers. details,offsets,or similar items. B. Furnish complete finish hardware and suitable fastenings for the Project. Quantities Section Requirements: C. Interior: "ratites,"clear float, 3/16 inch thick,tempered. a. Typical Drawers: Load rating, 75 lbs. 3. Verify all measurements and connections on the job,and check vertical listed in any instance are for supplier convenience only and are not guaranteed. D. Mirrors: 1/4 inch thick polishedplate or floatglass,silver coated and A. Submittals: Product Data, Shop Drawings, and Samples. b. File Cabinet and Paper Storage Drawers: Full extension, load rating 100 clearances. C. Related Sections: electrolyticallyPPe plated.r Provide concealed fasteners. 1. Submit full-size rubbings for metal plaques. 1. Metal Doors and Frames: Section 08 11 13 B. Regulatory Requirements: Comply with applicable provisions in lbs. 4. When discrepancies occur between drawings and specifications,the architect References: ICC/ANSI Al17.1. 6. Adjustable Shelf Hardware: Multiple hole type not more than 2 inches on will determine which takes precedence. Contractor shall perform selected requirement at A. National Fire Protection Association (NFPA). End of Division 8 center with positive self locking metal pins. Shelf standards, if used, metal type, no increase in contract sum. 1. NFPA 80-Fire Doors and Windows. PRODUCTS recessed flush with surface of laminate. 5. Check mechanical and electrical drawings and specifications to ensure proper 2. NFPA 101 -Life Safety Code. DIVISION 9-FINISHESMaterials: 8. Other hardware requirements for the Project will be determined by Drawings or location and electrical characteristics of connections serving mechanical and electrical B. Underwriters Laboratories, Inc. (UL). Section 09 29 00 A. Plastic Laminate: High-pressure laminate engraving stock with face and core in supplementary information. Manufacturer's standard will apply if no standard is shown equipment. Submittals: Gvosum Board contrasting colors. or specified. 6. Advise the architect in writing of any modifications required to suit equipment to A. Submit three copies of completely detailed schedule requirements for this Project for A. Comply with IBC,and Gypsum Association GA 216"recommended specifications Signs: Fabrication: be provided. the Architect's approval. If corrections or revisions are necessaryto the original A. Modular Casework: Flush overlay construction in conformance with AWI 1600, 7. Locate all piping to avoid conflict and interference with ductwork and lighting PPfor the application and finishing of gypsum board." A. Interior Panel Signs: Engraved plastic laminate, square-cut edges and square submittal,they must be made promptly and three copies of the revised schedule B. Gypsum board: ASTM C 36,type X,at all walls,ceilings,and interior partitions Corners• typical. Reveal overlay and flush inset construction are not acceptable. fixtures that may be installed after plumbing and piping,unless directed otherwise by the resubmitted. Provide catalog cuts for all items different from those specified in hardware where gypsum board is scheduled. 1. Finishes and Colors:As selected from manufacturer's full range. B. Insofar as possible in the shop, make cuts required to accommodate the Work of architect. groups. Review and acceptance of hardware schedule by the Architect and Owner 1. Walls and Interior Partitions: 1 layer, 5/8 inch. 2. Tactile Characters: Characters and Grade 2 Braille raised 1/32 inch above other Sections. F. Execution: does not relieve the Contractor of responsibility to fulfill requirements shown and surface with contrastingcolors. C. Shop-fabricate cabinets in whole units or in partial units as most practical for 1. Electrical connections: the electrical contractor shall furnish and install all P ty eQ 2. Ceilings: 2 layers, 5/8 inch. handlingand transportation. Assemblepartial units inplace in such a manner that each wiringexcept:(1) specified. Acceptance of hardware schedule does not relieve hardware supplier of 3. At wet locations, use Glass-Mat,Water-Resistant Gypsum Backing Board. 3. Provide signs for the following rooms mounted on the room door, Men's p temperature control wiring;(2)equipment control wiring. Further the Restroom,Women's Restroom,Shower Room 1, Shower Room 2. becomes a unified whole visually and structurally. electrical contractor will fumish and install all electrical conduit which may be required for responsibility for errors and omissions. C. Accessories: provide manufacturer's metal trim,taping, and finishing materials. D. Cabinet Bases: Provide every base cabinet with its own unit base,factory any electrical conductor(s)of any voltage covered in this section. B. Hardware required for each door opening shall be given a separate heading number Provide bullnose metal corner bead for all external corners,and edge trim for all applied, including leveling feet if over 18 inches wide or deep. G. Cutting,coring,and patching shall be a part of the general contractor's work. The and shall be listed in vertical form. Include all quantities,stock numbers,finishes and exposed edges. Provide square edge trim at base with transition to bullnose trim as EXECUTION E. Cabinet Tops, Bottoms, Drawer Fronts,and Doors: All bodymember sizes as necessary. shown. Installation: panels mechanical contractor shall coordinate such work with the G.C. in a timely and C. Submit complete operation and maintenance manual complete with all product data, D. Fasteners: Type W, bugle head screws 1-1/4 inch long. A. Locate signs where indicated or directed by Architect. Install signs level, plumb, minimum'/,inch thick. expeditious manner. Should the mechanical contractor fail to cooperate fully with the catalog cuts, manufacturer's names addresses and phone numbers. E. Install materials in accordance with Gypsum Association GA 216, manufacturers and at heights indicated,with sign surfaces free from distortion and other defects in F. Typical Shelves. %inch thick for spans up to 31 inches. 1 inch thick for spans G.C.in the coordination and execution of this work,the mechanical contractor shall be D. Provide two sets of any special tools shipped with finish hardware products instructions, requirements of regulatory agencies,and as shown. appearance. up to 48 inches. held responsible for the timely completion of the work at no increase in the contract sum. required for maintenance and installation. F. At B. Wall-Mounted Signs: G. Drawer Slides, Backs,and Subfronts: 5 Ply plywood. Particle board H. Location and coordination of work: gypsum board ceilings, apply gypsum board first to ceilings and then toconstruction will not be allowed. This contractor shallgive full Templates: 1. Interior cooperation to other trades and shall furnish in wilting to partitions. Joints on opposite sides of same forced shall occur on different studs. H. Cabinet Backs and Drawer Bottoms: '/:inch thick plywood or monolithic other contractors,with copies to the architect, anyinformation necessaryto A. Hardware shall be made to template. The hardware supplier shall furnish to the Install gypsum board in moderate contact, not forced into place. a. Two-Face Tape: Mount signs to smooth, nonporous surfaces, other permit the various manufacturers the required blue riot template for fabrication purposes afterthan vinyl. flakeboard. work of all trades to be Installed satisfactorily and with the least possible Interference or q P P P rP G. Provide gypsum board returns at door and window frames, plumb, square, andI. Joinery and Fastening of Case Body Members: delay. The contractor shall furnish to other trades,as required,alltemplates, • receipt of approved hardware schedule. level. necessary 1. Join fixed case body members(shelves,bottoms,tops,and rails which are patterns,setting plans,and shop details for the proper Installation of work and for the Quality Assurance: H. Provide metal trim at all intersections with exposed wood to receive transparent A. Installer: Finish hardware shall be installed only by experienced tradesmen in finish. Section 10 28 13 fastened to sides,ends,and dividers)using dowel construction or interlocking purpose of coordinating adjacent work. finish before application of any joint Toilet Accessories mechanical fasteners. Where dowel methods are employed,assemble cases utilizing I. Temporary heat: the mechanical contractor shall make provisions,if required,for compliance with trade union jurisdictions at the Project site. I. Mask all exposed wood to receive transparent B. Regulatory Requirements: compound. A. Accessories: See Plumbing Accessory Schedule-Sheet A3.0 glue and pressure. Reinforce dowel method with blind nailing or screwing. temporary heat in the wall board drying process. The general contractor will be 1. Operation of doors and hardware shall comply with all applicable local and state J. Finishing: B. Mirrors are specified in section 08 80 00. 2. Nails,screws, or other fastenings shall not be visible on exposed surfaces. responsible for any damage to the heating equipment caused by or related to furnishing Mechanical fasteners on semi-exposed surfaces may be visible if color coordinated. this service. The mechanical contractor shall provide and install dust filters during this current building codes. 1. Provide taping and finishing using proper hand tools such as broad knives C. Installation: 2. Comply with ANSI 117.1 for barrier-free access. or trowels with straight and true edges or mechanical tools designed for this purpose. 1. Verify wall openings for correct dimensions, plumbness of blocking and 3. Provide top panels,where case will have separate top,in order to permit temporary dry out period for any forced air system used. Delivery. Storage. and Handling: 2. Seal all screw heads at WR board using waterproof sealer. frames,and other preparation that would affect quality of installation. concealed fastening of separate top through top panels. A. Deliver and inventory hardware jointly with Contractor. Inventory shall be"laid-out" 3. Apply joint compound at all joints,and metal trim in accordance with GA 216. 2. Provide solid blocking,as specified in Section 06 10 00,for all wall J. Drawer Construction: Conform to AWI 1600-5-4 minimum requirements for by hardware supplier"on the job site". 4. Reinforce all corner beads and metal trim with tape. Center all tape mounted or wall supported items. Blocking for grab bars shall be adequate to plywood drawer construction and as follows: joints, Section 22 05 00 Warranty: on joint and seat in joint compound.Apply skim coat to cover tape.Allow tape to drymeet requirements of Washington State Barrier-Free Regulations and Uniform 1. Drawers may also consist of molded polypropylene drawer bodies with PP Y P Pmonolithic flakeboard front with a minimum load capability of 200 lbs. Common Work Results For Plumbing A. Provide 10 year written warranty on door closers agreeing to repair or at Owner's before second coat is applied. Federal Access Standards. P ty Part 1 General: option, replace closures exhibitingdefects of manufacture excludinginstallation. 3. Install in accordance with manufacturers recommendations, mounting2. Provide 1/8 inch radius at all four corners and edges. Finish with Type 2 PVC Pany 5. Apply second coat of joint compound over embedding coat,cover tape and edge bandingspecified. A. Run all piping concealed to finished areas unless otherwise noted. Arrange B. Provide similar 1 year warranty on all other builder's hardware. feather 2 inches beyond edges leavingjoint flush. heights as recommended by manufacturer. g P� y 9 4. Finish of exposed fasteners shall match items secured. 3. Provide drawers and drawer guides with integral stops as specified. piping to avoid Interference with light outlets,fixtures,ductwork and other 6. When second coat is dry apply third thin coat of finishing compound P 4. Finish: Highpressure laminate on outside. Gre one or almond color cabinet obstructions. PRODUCTS feathered 2 inches beyond second coat. 5. Fit flanges of accessories snug to wall surfaces. 9 Yal y liner on interior face. B. Allow sufficient space for the proper Installation of pipe covering. Allow for General: 7. Finish all nail,screw depressions,gouges,and scratches with 2 coats of 6. Adjust accessories for proper operation. K. Fillers and Scribes: pipingindudinghanding eP 9 9 jointexpansion and contraction of allrun-outs, branch takeoffs, A. Requirements for design,grade,function,finish, size and distinctive qualities of each compound. Leave surface of gypsum board flush and even. 1. Fillers at Exposed Vertical Surfaces: 3/7 inch thick monolithic flakeboard and anchoring,and as shown. type of builder's hardware are indicated in this Section. Products are identified using 8. Sand finish coat when dry to leave surface flush,smooth, and ready for faced with high pressure laminate. C. Valve each removable or replaceable item of equipment. Install all valves hardware designation numbers of the listed manufacturer. painting specified in section 09 90 00. Section 10 28 18 2. Fillers at Bottom of Wall Units or Tops of Tall and Wall Units: %inch thick completely accessible for service and repair. B. Manufacturers Product Designations: Except as shown in the following paragraphs, K. With final application of joint compound and sanding,leave gypsum board Shower Accessories D. Install valves with stem horizontal or above the horizontal. no substitutions will be allowed unless approved bythe Architectprior to bid opening. monolithic flakeboard with polyester laminate to match adjacent surface. PP Pe 9• surfaces uniformly smooth. Provide uniform coat of United States Gypsum"First A. Shower doors: Holcam#el 45. 3. Scribe Strips: %inch thick monolithic flakeboard, %inch or less in width, E. Provide unions at each pipe connection to equipment and where necessary to Request for approval must be submitted to the Architect in writing. Catalog cuts or Coat",or approved, over all exposed gypsum board. Provide light dash finish for all disconnect piping for repairs. physical samples must be submitted with request for approval. Only requests submitted exposed faced with polyester laminate to match PVC edging. P P a distributor film will be considered. Finish hardware suppliers must be facto gypsum board. L. High Pressure Laminate Tops: Provide suitable hangers for all piping. Provide all anchor boils required for by PP factory L. Prime paint gypsum board,with latextexture primer-sealer specified in section 09 90 00, End of Division 10 1. Finish thickness nominal%inch for spans to 3 feet, 1-1/4 inch for spans over securing any part of the work. authorized distributors of the products they supply. before and after application of light dash txtu coat. 3 feet. G. Provide steel pipe sleeves through concrete construction. Wherever concealed C. Hand of Door: The Drawings show direction of slide,swing,or hand of each door leaf. Furnish each item of hardware for proper installation and operation of the door 2. Minimum nominal 0.050 inch thick for horizontal work surfaces. piping passes through floors or wall,pack annular space with non-combustible movement as shown. Section 09 68 00 3. Provide minimum 0.020 inch thick balancing sheet for all tops. material to serve as a fire stop. Resilient Base DIVISION 12-FURNISHINGS 4. Backsplashes: Laminate back side with laminated backing sheet. Part 2 Products: Keying: A. Materials: A. Key all locks as directed at key conference attended by Architect, Owner and A. Resilient Base: Roppe Corporation; Burke Flooring Products;Johnsonite 5. Edge Banding: Apply after surfaces have been installed. hardware supplier. Inc.;thermoset vulcanized extruded rubber, in conformance with ASTM F 1861,Type Section 12 35 00 6. Factory prepare joints required for continuous runs or corners utilizing bolt-type 1. Steel pipe: welded or seamless,ASTM A 120 or ASTM A 53. B. Keys shall be hand carried or shipped via registered mail direct to the Owner. Obtain TS, 1/8 inch thick,6 inches high. Colors as selected from manufacturer's standards. Specialty Casework joint fasteners. B.26PPlastic drain,waste,and vent pipe and fittings: polyvinyl chloride(pvc),ASTM 65. a signed receipt of Owner's acceptance of keys. Provide straight base at areas to receive carpet. Provide premolded intemal and 7. Joints shall not occur within 24 inches of any sink openings. 9 P Pexternal corners in colors to match base material. GENERAL backsplashes as detailed. Part 3 Execution: Manufacturers: 8. Fabricate backs I 878 A. Items listed are from the manufacturers: Hager, Corbin/Russwin,Tice Industries, B. Installation: Install around perimeters of rooms and spaces shown and in toe References: A. Waste and vent piping installation: joints and fittings shall be joined together Registered spaces of casework. Use longest lengthspractical to minimize number ofjoints. A. Architectural Woodwork Institute(AWI). EXECUTION using a solvent and adhesive recommended by the manufacturer. All joints and hubs \ ARCHITECT Norton,Glynn-Johnson, Stanley, Ives, Pemko. g g ( )" Examination: shall be dean and free from any foreign material which could prevent a water tight _ B. Furnish items as listed in hardware groups. Firmly adhere resilient base materials to walls and permanent fixtures. Scribe and fit 1. AWI-Quality Standards seal. All work shall be performed in a neat,workmanlike manner. All framing A. Hinges: C. Federal Specifications(FS). B. Measure all areas for scribe fit. penetrations shall be of minimum required to install the waste and piping.Gaps shall Michael G.Underwood 1. Listed:Hager. D. National Electrical Manufacturers Association(NEMA). C. Installation constitutes acceptance of responsibility for performance of the be sealed using an approved polyurethane foam. All vents shall terminate through State Of Washington Section 09 90 00 1. LD 3-"Laminates, High-Pressure, Decorative." product. the roof of the structure in an approved manner. 2. Acceptable Substitution: PBB, McKinney,Marker, Select. B. Water pipeinstallation: provide B. Lock Cylinders: Painting and coating Submittals: Preparation: pro de hot and cold water system as shown on plans. A. Surfaces not to be painted: materials with factory applied finish, hardware, A. Product Data: Furnish complete material specifications. A. Remove units from crates or protective wrappings as near site of installation as Connect all fixtures. Connect to all fixtures. Grade piping to drain at low points of ■ • 1. Listed: Best. P P plugged tees. Provide air chambers or shock absorbers at connections to all Permit and Bidding 2. Acceptable Substitution: None. finished metals,glass,plastic laminate,tile,lighting fixtures, code-required labels. B. Shop Drawings: Show elevations, materials, methods of fabrication, and details of possible. B. Unless otherwise shown or specified paint all)surfaces exposed in the finished installation. Show sizes, dimensions and connections to other items for coordination Installation: plumbing fixtures in accordance with manufacturer's recommendations. Conceal in C. Lodksets, Latchsets, and Privacy Sets: work. A. Conform to manufacturer'sprinted instructions, reviewed ShopDrawings,and as walls. Pipes shall be cut accurately and shall be worked into place without Set 1. Listed: Schlage. with Work of other Sections. 'springing' gparallel with the lines of the building unless g C. Comply with qualitystandards of Architectural Specification Manual(ASM), shown and specified. or forcing. all lines g 2. Acceptable Substitution: None. p Y ( ) C. Samples: Pe P published bySpecification Services, Kent Wa 98032. Inspection and warrantyare B. Provide all trim,fillers,closures, stands,supports,sleeves,collars,escutcheons, otherwise shown. All piping installed between conditioned and unconditioned spaces D. Exit Devices and Mullions: P 1. Full range of color options of plastic laminates, Formica or approved. Colors plc shall be located so as to be on the conditioned space side of the insulatingbarrier. Project name: not required. for all base and wall units will be selected from the manufacturer's standard colors. ferrules, brackets,braces, or other miscellaneous items required for complete 1. Listed: Corbin/Russwin. All changes in size shall be made with reducers;bushed couplings and bushed ells I D. Submittals: color chips, and sample brush-outs. Colors for all horizontal exposed surfaces will be selected from manufacturer's non- installation. gLon shore Bldg 2. Acceptable Substitution: Von Duprin, Precision. P are not permitted. g E. Extra materials: furnish 1 gallon of each paint type and color used. C. Install all materials level and plumb. ,J E. Closers: standard colors. P C. Connection to the existingwater pipingpiping F. Acceptable manufacturers: comply with ASM section 7 and as scheduled. D. Certificates: Manufacturer's writtenguarantee certifying complete compliance with D. Installed tops shall lie in one plane without gaps between tops and cabinets. and wasteshall be made 1. Listed: Norton. Y 9 P P G. Paint systems: comply with ASM custom grade requirements. requirements of Contract Documents. Submit on company letterhead, signed byan E. Except for those made in the shop, make all required holes and cutouts required approximately where shown on drawings. Addition/Remodel 2. Acceptable Substitution: None. P Y 9 D. Valves shall be Installed with either horizontal or above horizontal. No valves F. Wall and Floor Stops: 1. Exterior: individual legally authorized to bind manufacturer. for pipes, conduits, and other penetrations or inserts provided as part of the Work of a. Ferrous metal, (not galvanized): Quality Assurance: other Sections. Make provision for access to plumbing valves and cleanouts and will be permitted which have been installed with stems below horizontal. Valves shall 1. Listed:Trimco. meet uniform plumbingcode specifications. 2. Acceptable Substitution: Ives. one coat zinc-chromate primer. A. Qualifications: connection of electrical Work. G. Thresholds, Gaskets,and Sweeps: two coats exterior alkyd semigloss enamel. 1. Specifications establish minimum quality and performance requirements. All F. Scribe all countertops to adjacent wall surfaces. Install with tight joints without E. Provide a continuous circulation loop from the last plumbing fixture using hot t. b. Galvanized metal: materials and methods of workmanshipshall be strictlyadhered to. metal trim. water back to the water heater. Install a circulating pump constructed of non-ferrous 1. Listed Pemko. materials in the line to provide a constant source of heated water to each faucet one coat exterior galvanized primer. 2. Installation shall be supervised byfactorytrained and authorizedpersonanel. G. Securely screw all cases to walls at both top and bottom to prevent fillers or 2. Acceptable Substitution: National Guard. P usinghot water. In addition,a twenty-four hour timer with increments of no more that two coats exterior alkyd semi-gloss enamel. Delivery.Storage.and Handling: scribes from opening if settling occurs. v H. Protection Plates: 15 minutes shall be Installed in the electrical circuit to the um v 1. Listed Trimco. c. Exterior doors and trim: A. Properly protect all material during transit,distribution, and storage. Store in a safe, H. Close off all openings at bottoms of wall cases where scribed to wall or in corners pump to control the on off one coat exterior alkyd primer. dry, as well as tops of wall and tall units where more than 1 inch in width. function of the pump. Project: 1215 2. Acceptable Substitution: Tice. clean,well ventilated space, protected from damage,soiling and moisture. P ) two coats exterior alkyd semi-gloss enamel. B. Do not deliver casework until the buildingis closed in and all painting,finishing, Adiustina and Cleanina: F. Testing: I. Silencers: P 9, "i 2. Interior: and overhead Work is complete in the spaces to receive casework,and temperature and A. Repair all damage done to premises as a result of installation. 1. Water piping: test by hydrostatic pressure at least 1-1/2 times maximum Issue Date: 09/20/12 1. Listed Ives. P P P operatingpressure,but not less than 100 PSI,for a minimum of 24-hours. Use only a. Gypsum Board (typical): relative humidityare stabilized and conditions are representative of the finished facility. B. Remove all debris generated by installation on a daily basis. 6 2. Acceptable Substitution: GMF. ppotable water for lead $ J. Finishes: Exposed surfaces of hardware, Dull Chrome(US26D/626)or equivalent two coats latex primer tinted to match final color. Warranty: C. Test and adjust all items of equipment for satisfactory operation. ng• o apply one coat each before and after application of A. Finish written warrantystatingthat all materials and workmanshipwill be free from D. Adjust hinges so doors hang straight. 2. Waste and vent piping: fill with water to highest point in each system with painted or anodized matching finishes as provided by specified manufacturers, unless all air removed. m otherwise noted specifically in hardware groups. texture coat specified in Section 09 29 00. defects for period of 1 year from the date of final acceptance. E. Leave cabinets and counters broom clean and wiped down with clean,damp rags. 3. Temperatureregulation: at completionpare two coats interior latex flat. B. Repair or replace any defective items in a timely fashion, at no cost to the Owner. Pe of the work,test all temperature b. Gypsum Board, (bath rooms): C. Guarantee anyreplacements or service for 1year from time of regulation equipment under operating service, by a qualified employee in the employ Divisions 8-22 EXECUTIONwarranty of the installer. Followingtestingand adjusting, signed two coats latexprimer tinted to match final color. j ng,submit installer's s' ned certification c Installation: completeion. End of Division 12 that equipmentputperfect operating order. apply one coat each before and after application of has been In A. Mount hardware units at heights indicated in"Recommended Locations for Builders texture coat specified in section 09 29 00. PRODUCTS a Hardware for Standard Steel Doors and Frames"by the Door and Hardware Institute, 0 expect as specifically indicated or required to comply with governing regulations,and two coats latex semigloss. Manufacturers: Q Interior metal:c. A. Hillstrom Cabinets, Inc.; NW Woodcraft; Peak; Ritter,or a except as may be otherwise directed by Architect. pproved. Hillstrom B. Install each hardware item in with the manufacturer s instructions and one coat latex rust inhibitive primer. Cabinets, Inc.,System 21 is specified at a standard of quality, function and one coat latex semi loss. g appearance. 8 recommendations. - f: a) Spec 3 9/24/2012 12:18:30 PM ter ( DIVISION 26-ELECTRICAL P P pe Section 22 40 00 Section 26 50 00 B. Timber Piles:Timber Iles shall be in one face with an approximate uniform to r Plumbing Fixtures Lighting from butt to tip and shall conform to all requirements of ASTM D25. Timber piles shall s General: A. Lighting Fixtures: See plans. be unused, clean, and peeled round timber piles treated in accordance with AWPA C1 A. Comply with International Building Code and International Plumbing Code, latest Section 26 00 00 x�1 sA and C3. Piles shall be fresh' 'headed and shaped to fit driving head. , a .. editions. Electrical 1. Timber pile shoes shall be size and type most suitable for driving . B. Submittals: shop drawings and product data. A. Provide a complete working installation with all equipment called for in proper End of Division 26 condition. Saw off tops of timber piles in a horizontal plane. Cutoffs and damaged pile �■' Products: operating condition. Documents do not undertake to show or list every item to be surfaces shall be treated as specified in AWPA M4. ndel •food & A. Plumbing Fixtures: refer to plumbing fixture schedule on drawings. Include faucets, provided.When an item not shown or specified is clearly necessary for proper 2. Strapping: 1.25 inch wide, 0.031 inch thick,cold rolled,heat-treated steel; traps,stops,and other fixtures,trim and accessories required for a complete and operation of equipment shown or specified, provide an item which will allow the DIVISION 31 -EARTHWORK painted and waxed. finished installation. system to function properly at no increase in contract sum. 3. Contractor shall submit a signed certificate stating that preservative Associates, I Ic B. SanitaryDrains: soil and waste piping aboveground: plastic drain,waste, and vent B. Regulatory requirements: nothing in the drawings or specifications shall be treatment of timber piles delivered to site complies with structural and environmental p p g SECTION 31 10 00 pipe and fittings:polyvinyl chloride(PVC), ASTM D 2665. Also acceptable;ABS/PVC. construed to permit work not conforming to applicable laws,ordinances, rules, or requirements. Certificate shall contain name and address of contractor, project 1005 4th Street regulations. Earthwork C Soil and Waste Piping below ground: plastic drain,waste, and vent pipe and Fittings: e9 A. Comply with IBC, Chapters 18 and 33. locations, quantity of piles and date or dates of shipments, name of preservative used polyvinyl chloride(PVC) , ASTM D,for 1 ,schedule for no pipe smaller than 2 Inches. C. Submittals: and retention in pounds per cubic foot of wood treated. 98221 D. Pipe: schedule 40, black steel,for 125 PSI, conforming to ASTM A 120. All piping 1. Submittals shall be in accordance as specified. B. Material for structural fill,and backfill under concrete or pavement: anacortes,was ' gton Shall be approved for use with natural gas. 2. Forward all submittals together,at one time. Individual or incomplete clean, inert, non-expansive, granular fill. Excavation materials from the 360.588.0471 E. Fittings: threaded,welded or flanged,compatible with pipe and installation submittals are not acceptable. site are unacceptable for use as fill. Provide imported quarry run or bank 3. Identify each item by manufacturer, brand,trade name, number, size, run gravel,free of wood,frozen lumps,organic or other extraneous EXECUTION requirements, 1 PSI. matter,sufficiently well graded in size to allow compaction specified. General: mike underwood, AIA F. Exterior Wall Hydrants: non-freezetype for standard hose fittings. rating,or whatever other data is necessary to properly identify and review y g Maximum stone size, 3 inches. Excavated material shall not be used for A. It shall be Contractor's responsibility to furnish a specified type of pile and G. Domestic Water Service Piping: Type K hard drawn copper pipe;wrought copper or materials and equipment. backfill under any concrete. casing gauges necessarysatisfactory D. Coordination: of au es to install a pile foundation. Conversion from mike@underwoodarchitecture.com • cast copper fittings. C. Aggregate drainage fill: clean and graded gravel or crushed stone one type of pile to another, or from lighter to heavier casing gauges shall be at no 1. Visit site and become familiar with existing conditions affecting work. H. Domestic Water Service Piping all passing a 1 inch sieve,rolled to form a well-compacted bed. additional cost to the Owner. 1. Belowground: I soft copper i e;wrought copper or cast copper fittin s. 2. Verify locations of any existing buried utilities on or near the site. typepipe; g ppeg D. Provide structural fill in areas and to depths as shown. Compact as B. Survey: Registered Professional Land Surveyor or Registered Civil Engineer, shall 2. Concealed in Building: Pex, copper or equal. Determine such locations in conjunction with all public and private utility specified. establish lines and levels and stake pile locations. I. Electric Domestic Water Heater: 40ga1,American or equal. companies,and with all authorities having jurisdiction. E. Concrete slab base: pit-run gravel fill. 1. After all piles are driven and installed, Registered Professional Land 3. Drawings are to some extent diagrammatic and do not attempt to show Execution: 9 9 F. Perform excavating and backfilling as required for concrete footings, Surveyor or Registered Civil Engineer shall make field survey of completed piling A.. DDoomestic hot and cold water piping and fittings: insulate all hot water lines and place exact details, offsets,or similar items. foundations, slabs, utilities, and services. Bottoms of excavations shall be work.Submit drawing to Resident Engineer showing actual pile locations with respect all lines between heated spaces and insulation. 4. Verify all measurements and connections on the job,and check vertical level,firm, undisturbed earth,clean and free from loose material. to planned pile locations and indicating plumbness of piles. B. Cleanouts: provide at all locations required to clean piping, including end of main drain, clearances. G. Backfill shall not be placed against concrete retaining structures C. Reports: Submit a report in quadruplicate to Resident Engineer,for each pile, base of all vertical stacks,at crosses,and elsewhere as required by codes and 5. When discrepancies occur between drawingsand specifications,the until concrete has attained 90 percent of design strength. Footings may detailing diameter or cross section, length, make and model of hammer,driving time, ordinances. Full size of piping served, accessible for use with conventional cleaning architect will determine which takes precedence. Contractor shall perform be backfilled upon form removal, provided backfill is placed and blows per minute, number of blows per foot in last 5 feet of penetration, number of equipment. Provide PVC plugs with approved lubricant on threads. selected requirement at no increase in contract sum. compacted evenly on all sides. during penetration, any C. Insulate water supply lines with 1 inch thick pre-formed foam insulation in 6. Check mechanical and electrical drawings and specifications to ensure proper blows for each inch final 6 inches of and other pertinent unconditioned spaces, includingattics and exterior wall cavities. location and electrical characteristics of connections serving mechanical and electrical H. Place structural fill and backfill material in uniform lifts 8 inches information. P ui maximum in loose thickness,compact backfill to 95 percent of maximum Driving Equipment: D. Equipment supports: provide seismic restraints to secure water heater(s)to floor and equipment. dry density at optimum moisture content in accordance with ASTM d A. Pile Hammer: Air-, steam-, or diesel-powered type capable of developing ultimate to walls or other structural support. These supports shall be as required bythe local 7. Advise the architect in writing of any modifications required to suit equipment to pile capacity indicated consideringlength and weight of pile and character of Ppo 4253. P tY 9 9 building code authority. be provided. I. Compact all pit-run fill under concrete to 95 percent of maximum dry subsurface material anticipated. 8. Locate all conduit and wiring to avoid conflict and interference with ductwork density at optimum moisture content using a vibrating compactor. B. Hammer Cushions and Driving Caps: Between hammer and top of pile,provide and piping that may be installed after conduit and wiring. Compaction tests will be conducted by a testing laboratory retained by hammer cushion and steel driving cap recommended by hammer manufacturer for the owner,as directed by the architect. Allow adequate time to schedule type of pile. compaction tests. C. Leads: Use fixed or rigid-type pile-driver leads that will hold full length of pile End of Division 22 Section 26 05 00 J. Grading: firmly in position and in axial alignment with hammer. Extend leads to within 24 Common work results for electrical 1. Grades not otherwise shown shall be uniform levels or slopes inches of elevation at which pile enters ground. A. Comply with National Electrical Code and with rules and regulations of serving between points where elevations are given. Static Pile Tests: utility company. 2. Sub-grades shall be smooth, even,and uniform planes with no A. General: Static pile tests will be used to verify design pile lengths and to confirm DIVISION 23-HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) B. Provide UL listed or labeled equipment and materials for all items which carry abrupt change of surface. Slope soil areas adjacent to building away design load capacity of piles. UL listings or labels. from building to allow natural run-off of water. 1. Furnish test piles 60 inches longer than production piles. Section 23 00 00 C. Arrange with serving electrical and telephone utilities to provide their respective 2. Actual length of piles will be based on results of static pile tests. Heating.Ventilating And Air Conditioning(HVAC) services and pay permit fees. B. Pile Tests:Arrange and perform the following pile tests: General: D. Provide surface mounted meter base with main and circuit breakers. 1. Axial Compressive Static Load Test:ASTM D1143. A. Comply with International Building Code, International Mechanical Code, E. Raceways: SECTION 31 62 00 2. Axial Tension Static Load Test:ASTM D3689. International Plumbing Code,and the Washington State Energy Code. Use latest 1. Galvanized rigid steel conduit(GRS): service entrance elbows and risers. Driven Piles 3. Lateral Load Test:ASTM D3966. edition of all. Hot-dipped galvanized with threaded couplings and connectors, 0.75 inch minimum C. Equip each test pile with two telltale rods,according to ASTM D1143,for B. Exhaust fans: Aides provide or approved equal. 115 volt. Rated for continuous size. GENERAL measuring deformation during load test. use. See mechanical plan for size and quantity. Provide smooth aluminum duct 2, Polyvinyl chloride conduit(PVC): below grade, except service entrance Description: D. Drive test piles at locations indicated to a tip elevation below final cutoff wrapped with minimum r-4 foil faced duct wrap for venting exhaust to the exterior. Will elbows and risers. Heavy-wall (schedule 40),flame-retardant,suitable for use with elevation equal to pile length specified as basis of bid,or to refusal,whichever operate when light is on. Use volume damper to balance air flow on multiple vented This section specifies materials and installation required for the construction of occurs first. Piles will be considered as driven to refusal when 5 blows of hammer are P 9 Pe P 90 degree c cable,shall not distort from heat it will encounter, resistant to low impact required to produce a total penetration of 0.25 inch or less: - fans. temperature and sunlight effects, impact,and crushing, 0.75 inch minimum size. Related Work: C. Submittals: Provide conduit system fittings,couplings and similar items of same manufacture as A. Materials testing and inspection during construction. 1. Allow a minimum of seven days to elapse after driving test piles before 1. Product data: manufacturer's model number,sizes and performance criteria. conduit. starting pile testing. 2. Shop drawings: in detail,showing sizes and locations of all components and F. Boxes: B. Timber: Section 06 10 00, ROUGH CARPENTRY. E. Provide pile reaction frame, anchor piles, equipment,and instrumentation with • duct. 1. Indoor: standard alvanized steel or a roved lastic e. Contract Basis: sufficient reaction capacity to perform tests. Notify Resident Engineer at least 48 9 PP P tda A. Contract price for piles is based upon 50 feet of length. Length of piles will be hours in advance of performing tests. On completion of testing, remove testing 2. Switch and outlet boxes:single or ganged to accommodate required measured from tip to ground level. number of devices. 1. No payment will be made for withdrawn, broken or rejected piles, or piles out of structure, anchor piles,equipment, and instrumentation: Section 23 82 39 3. Junction and pull boxes: sized as required. tolerance. 1. Number of Test Piles:Two single piles,or as directed by Resident Electric Unit Heaters G. Wire and cable: Tolerances: Engineer. GENERAL 1. Service and entrance cable: single conductor,stranded aluminum with Install piling with a maximum variation of 3 inches of center of any pile from location F. Driving Test Piles: Use test piles identical to those required for the Project and Description: 600 volt type use-RHH-RHW insulation. shown. Piles shall not be out of plumb more than 2 percent. drive with appropriate pile-driving equipment operating at rated driving energy to be A. Wall and ceiling heaters with propeller fans and electric-resistance heating coils. 2. Feeder and branch circuit cable: single conductor copper with 600 volt Quality Assurance: used in driving permanent piles. Submittals: type XHHW or THWN/THHN insulation. Minimum conductor size no. 12 AWG. A. Installer Qualifications: A firm experienced in installing piles similar in material, G. Test Pile Driving Records: Prepare driving records for each test pile, compiled A. Submit in accordance with specification Section 01 25 00,Submittals. Provide stranded conductors for no. 10 AWG and la er. and attested to by a qualified professional engineer. Include same data as required r9 design, and extent indicated for this Project,whose work has resulted in a history B. Product Data: Include rated capacities, operating characteristics,furnished 3. Provide annealed copper conductors, NMB, insulated,600 volt rating. of successful in-service performance: for driving records of permanent piles. specialties,and accessories for each type of product indicated. Provide stranded conductors for no. 10 AWG and Aluminum conductors Installation: larger. 1. Installer's responsibility includes providing a qualified professional engineer A. Order of Driving: Installpiles in such an order and with sufficient spacing to Applicable Publications: acceptable for no.2 AWG and larger. to prepare pile-driving records. P A. The publications listed below form a part of this specification to the extent 4. Line voltage control cable: as specified for feeder and branch circuit cable B. Testing Agency Qualifications:An independent testing agency qualified insure against distortion or injury to piles already in place. referenced.The publications are referenced in the text by the basic designation only. except no. 14 AWG. 1. Before startingto drive piles, hammer data,including capoblock B. National Electrical Manufacturer's Association(NEMA): 70-2008 National according to ASTM C1077 and ASTM E329 for testing indicated, as documented 5. Low voltage control cable: color coded,multi-conductor as specified for according to ASTM E548 shall be engaged by the Contractor and approved by the arrangement,weight and length of stroke of striking parts of hammer, number of Electrical Code feeder and branch circuit cable,no.20 AWG minimum. Resident Engineer. operating blows per minute, piston area, and effective piston pressure to be C. Underwriters Laboratories(UL): UL 499 Electric Heating Appliances 6. Keep taps and splices to a minimum. Make taps and splices in#8 AWG C. Pre-installation Conference: Contractor shall conduct conference at Project site maintained shall be submitted to Resident Engineer for approval. PRODUCTS and smaller with spring type wire nuts. Taps and splices in larger cables will not be prior to pile installation. 2. Do not start pile-driving operations until earthwork fills have been allowed. Delivery.Storage.and Handling: completed or excavations have reached an elevation of 6 to 12 inches above Wall and Ceiling Heaters: 7. Cable pulling compounds shall not have any damaging effect on insulation. A. Deliver piles to Project site in such quantities and at such times to ensure bottom of footing or pile cap. A. Description: An assembly including chassis, electric heating coil,fan, motor, I. Grounding: 3. Provide a proper anvil and cushion topreventpile butt damage. and controls. continuity of installation. Handle and store piles at Project site to prevent physical P P 1. Ground rods: copper clad steel,5/8 inch diameter,by 10 feet long. damage: 4. Cap or cushion block shall consist of one solid block of hardwood of B. Cabinet Units: 2. Grounding conductors: bare,stranded, soft drawn copper wire. 1. Protect pile coatings and touch up damage to coatings before driving piles. proper shape and dimensions to fit hammer. Grain of the block shall be parallel to 1. Break Room: Marley Model#FFCH542(ceiling mount)with remote 3. Equipment conductors: provide electricallycontinuous metal the axis of pile. If laminated materials are used,strength of such materials shall be thermostat. ground Proiect Conditions: equal to or greater than hardwood. Continuous or frequent introduction of materials raceway. Where PVC or flex conduit is used run ground cable,sized same as A. Protect structures, underground utilities, and other construction from damage 2. Entry Hallway: Marley Model#U2004(ceiling mount)with remote largest circuit conductor with the circuit conductors. to cushion the hammer blows will not be permitted. rg caused by pile driving. 5. Do not use wood chips,small blocks,shavings,or similar materials to thermostat. J. Panelboards: Design Modifications: P ' 9 ' 3. Bathrooms and Shower Rooms(4): Marley Model#UI000 (wall mount)with 1. Panelboards: square d,40 space 200 ampere panel,waterproof. A. Where piles are installed exceeding specified tolerances for plumb or location, cushion hammer blow. attached thermostat. 2. Busses: copper or tinned aluminum with soldedess pressure type the foundation design will be analyzed by the Resident Engineer and if necessary 6. No piles shall be driven through overburden without prior approval of C. Electrical Connection: Factory wire motors and controls for a single field connectors and lugs. Resident Engineer. connection. redesigned by the Resident Engineer. The coststo for analysis, redesign, and 9 3. Circuit breakers: bolt-on,molded case,thermal magnetic,quick make- remediation shall be responsibility of Contractor. 7. Drilling, spudding,or jetting may be used only when approved by Resident EXECUTION quick break type with trip indicating handles. Multi-pole breakers shall be single- B. Additional piles and pile cap modifications necessitated by redesign shall be Engineer and shall be performed at no additional cost to the Owner. Methods handle,common tri Tandem breakers shall not be used. employed shall be subject to Resident Engineers approval. Final 5 feet of pile tc Examination: P' furnished and installed,at no additional cost to the Owner. penetration shall be obtained with hammer alone. Registered K. Switches and receptacles: Leviton Manufacturing Company, Inc.,standard Submittals: ARCHITECT A. Examine areas to receive unit heaters for compliance with requirements for silent type switches,white color with matching cover plates. A. Submit in accordance with Section 01 25 00. B. Cut off tops of piles square with pile axis and at required elevations. installation tolerances and other conditions affecting performance. L. Installation: Field Quality Control: B. Product Data: For each type of pile product, accessory,and paint indicated. B. Examine roughing-in for electrical connections to verify actual locations before 1. Run raceways and wiring throughout concealed in walls or above ceiling C. Reports:Wave equation analysis report, driving of each pile, pile location A. Testing Agency: Contractor will engage a qualified independent testing agency, unit heater installation. with all devices,fixtures,equipment and similar electrical items flush mounted. plumbness,and static pile test reports. approved by the Resident Engineer,to perform field quality-control testing. Michael G.Underwood C. Proceed with installation only after unsatisfactory conditions have been 2. Install equipment, cabinets, boxes,fixtures,and similar electrical items D. Hammer: Include type,make, maximum rated energy, and rated energy per Disposal: State of Washington corrected• • plumb and true,firmly supported in accordance with manufacturer's instructions or blow of hammer;weight of striking part of hammer;weight of drive rap; details, A. Remove withdrawn piles and cutoff sections of piles from site and legally Installation: as directed. type, and structural properties ct hammer cushion; and details of follower and dispose of them off Owner's property. A. Install wall boxes in finished wall assembly;seal and weatherproof. 3. Mounting heights and location of similar equipment and devices shall be jetting equipment. Permit and Bidding B. Install cabinet unit heaters to comply with NFPA 90A. consistent. Locate special purpose items conveniently for purpose intended. E. Certificates: Preservative treatment of timber piles. For each type of C. Install propeller unit heaters level and plumb. 4. Locate switches 6 inches from door casings(except on center in spaces timberproduct include certification bytreatingplant stating D. Suspend cabinet unit heaters from structure with elastomeric hangers and less than 12 inches),42 Inches to centerline above finish floor. preservative-treated End of Division 31 Set type of preservative solution and pressure process used, net amount of seismic restraints. 5. Mount convenience and telephone outlets 12 inches to centerline above preservative retained,and compliance with applicable standards. For waterbome- E. Suspend propeller unit heaters from structure with all-thread hanger rods and finish floor unless otherwise noted. Mount outlets above counters 3 inches to elastomeric hangers. centeriine above backs lash. treated products include statement that moisture content of treated materials was Connections: P reduced to levels indicated before shipment to Project site. Project name: A. Ground electric convection heatingunitsper code. 6. Branch circuits: run from outlet to outlet,fixture to fixture,device to device. F. Warranty of chemical treatment manufacturer for each type of treatment. 7. Prior to rough-in mark or otherwise show location of all devices. Obtain Applicable Publications: Long S ore Bldg approval of locations of each prior to installation of boxes, raceways,and similar A. Publications listed below form a part of this specification to extent referenced. Addition/Remodel items. Publications are referenced in text by the basic designation only. 8. Where allowed size holes and penetrations in studs,joists,and other B. American Society for Testing and Materials(ASTM): End of Division 23 structural members for raceways and cables to allow for a tight fit. D25-99(2005) Standard Specification for Round Timber Piles 9. Bury underground conduits, not under concrete floor slab,minimum 24 D1143-81(1994)e1 -Standard Test Method for Piles Under Static Axial Compressive inches below finish grade or greater as required by code. Seal or plug at both ends. Load Solvent weld PVC conduit to prevent entrance of moisture. D3689-90(1995) Standard Test Method for Individual Piles Under Static Axial t 10. Make conductor connections with connectors of the proper size and type. Tensile Load 5, Make compression connections with correct number of crimps, or correct tightening D3966-90(1995) Standard Test Method for Piles Under Lateral Loads E torque for mechanical connectors in accordance with manufacturer's D4945-00 Standard Test Method for High-Strain Dynamic Testing of Piles v recommendations. Take care not to nick conductors during insulation removal. C. American Wood Preservers Association(AWPA): Project: 1215 11. Develop and use consistent color coding system,or tag each cable at C1-03 All Timber Products Li Preservative Treatment by Pressure Issue Date: 09/20/12 K. each end with wire number and circuit identification. Neatly bundle cables at pulling Processes i y points by circuit. C3-03 Piles o Preservative Treatment by Pressure Processes 12. Keep taps and splices to a minimum. M4-06 Standard for the Care of Preservative Treated Wood „ 13. Provide GFCI (ground fault circuit interrupter)devices with individual o reset at each device where required by code. PRODUCTS y M. Testing: upon completion of the entire electrical system test all equipment and Piles: 1 o electrical systems for functional operation, including all intended modes and A. General:Piles shall be friction. Piles shall be timber piles. Submit details of type Divisions 22-3 1 sequences of operation. All systems shall test free from shorts,grounds and shall proposed for installation,showing cross! 'sections, end closures, and details of E be without mechanical and electrical defects. connections for approval by Resident Engineer before delivery of any material to E project site. A -, in .,.. Spec 4 . , o 9 2 201212:18:30 PM