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HomeMy WebLinkAboutPermit File BLD-2019-0202 1601 R Avenue 1'x O .'` City of Anacortes Invoice/Permit#: BLD-2019-0202 904 6th Street Applied date: 04/10/2019 P.O.Box 547 Issue date: 04/10/2019 'U ; Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 10/08/2020 Job Address: 1601 RAVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221-2276 Project: APN: P32948 Remarks: Plumbing repairs and related structural concrete slab removal and replacement. Owner: NORTHWEST EDUCATIONAL SERVICE Contractor: TBD Address: 1601 RAVE Address: ANACORTES WA 98221-2276 Phone: Phone: License#: General Information: Fees: Building Valuation 50000 Building Permit Fee 644.25 #of Water Piping 1 Plan Review Fee 418.76 Plumbing Permit Fee 27.00 State Building Code Fee Comm 25.00 Total Calculated: 1,115.01 Deposits/Receipts: 0.00 Total Due: 1,115.01 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. SIGNATURE OF 0 ER OR AUTHORIZED AGENT IS UED B Permits and Insp... - BLD-2019-0202 - 2019 019227-0068 Carla Br... 06/1412019 02:27PM 8778 - NORTHWEST EDUCATIONAL SERVICE BLD-2019-0202 Commercial Alteration/Repair Permit Payment Amount: 1,115.01 Transaction Amount: 1,115.01 CHECK: 0196519 -viiiitt kANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Q 20190IVWIERCIAL & MULTI-FAMILY BUILDING PERMIT APPLICATION Mailing Address:P.O. Box 547, Anacortes, WA 98221 �. � A � Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360) 293-1901 PLEASE REFER TO THE COMMERCIAL&MULTI-FAMILY BUILDING PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS OJEC AD/�R�c�ESS(Str,�et,SuitC ee#)) �� PAR$ EL(S)#: T�VC1�t�l e j a \ 2.Ot LI Subdivision/Lot#: PROJECT VALUATION: $5 COD APPLICANT: I i'vttt ca ( 4.k IY1 Ph`6,E) 770-c,( Address Street,City,State,Zip): Email� Addres : f&Di -At�e&u,,c, A cc,&s -' ° ' s Nwe4,D.+ PROPERTY OWNER: Phone: Address(Street,City,State,Zip): Email Address: COII"--T X 1—Q T OS� Phone: 7 70-_61 Address(Street,City,State,Zip): Email Address: eT'C.al s\-.Q ntAieSeCean LENDINC�GENCY: Phone: ddress(Stree , ity, State ): Email Ad . (CO T T R:* Phone: Address(Street,City,State,Zip): email Address *All Contractors&subcontractors must have a valid City of Anacortes Professional License# Exp.Date: business license prior to doing work in the City. Contact the City's Finance Department at(360)299-1968. Business License#: Exp.Date: PROPOSED RK:W c� ora I�e.� 5-t�k G3c S\do 4v-var Q n4. P.e Cp(etAe,. PROPOSED NEW SQUARE FOOTAGE: Basement SQ': No I v, 15t Floor SQ': i km ' 2°d Floor SQ': n ,,�.— 3rd Floor SQ'• 4th Floor SQ'• v Garage SQ': 1 V Other SQ': Retaining Wall: Yes El No ❑ Fire Sprinkler: Yes ❑ No ❑ Occupancy Group(s): Occupant Load(s) Type of Construction: I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacort . Print Name: t+ Owner CI Agent Liz (specify): Signature: rtr---eiP l ' cc'-c=b` Date: q- IC) �,:: \Q] Page 1 of 5 IMPERVIOUS SURFACE AREA: 'Existing Impervious SQ': New Impervious SQ': ! Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: New hard surfaces(pervious &impervious) M 0"42, Land converted from native vegetation to lawn or landscaping SQ': N'OYNQ__ Land converted from native vegetation to pasture SQ': �,ke_.—, MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioner/Handler: Elec#: Other: #: Location(s): Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Kit , #: Other#: Range Hood: #: Type 1 or 2( e which one) Location(s): Fireplace: Gas#: Elec :.: Other:#: Location(s): Clothes Dryer&Duct: Gas#: ec#: Other:#: Location(s): Stove/Range/Oven: Gas#: Elec#: Other:#: Location(s): Refrigeration Unit: ec#: Other: #: Location(s): Gas Piping/Outlet(s): #: Location(s): Boiler: Gas#: Elec#: BTUs: Location(s): Other. #: Location(s): TOTAL MECHANICAL OUTLETS' PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser): Kitchen Sink: Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: Water Piping: Hand Sink: Clothes Washer: Shower: Electric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher: Backflow Prevention Device: Urinal: Hose Bib: Floor Drain/Floor Sink: Drinking Fountain: Hydronic Heat in: Floor ❑ Wall ❑ Grease Interceptor: Other: k� e1C15 .^+C'J1 UIZS {� '�AOther: �� e11sU n� � U &t ��'Pr TOTAL PLUMBING FIXTURES: `'- Page2of5 I, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT COMMERCIAL & MULTI-FAMILY BUILDING PERMIT CHECKLIST Mailing Address: P.O. Box 547, Anacortes, WA 98221 c4' `' Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 PRE-APPLICATION MEETING? ❑ YES ❑ NO IF YES, FILE#: Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: SUBMITTAL REQUIREMENTS: v) S c S nThe number indicates the number of 5 'zs p ,; copies for submittal(if applicable): r3. c o ' ,c J Commercial &Multi-Family Building Permit Application 1 1 1 1),/ 1 Site Plan (Drawn to Scale) 2 2 2 0 2 Copy of Boundary Survey 2 2 2 0 2 Building Plans (Drawn to Scale) 2 2 2 ), 2 Reduced Site Plan (11"X 17") 2 2 2 0 2 Reduced Floor Plan (11"X 17") 2 2 2 V 2 Structural Calculations (if applicable) 2 2 2 ��,/ 2 Energy Code NREC Compliance -including Calculations, / Lighting, & Commissioning 1 1 1 /,mil 1 Stormwater Minimum Requirements 1-9 3 3 3 0 0 Landscape Plan 2 2 2 0 0 Parking Plan 2 2 2 0 0 Grading Plan/Cut/Fill 2 2 2 0 0 Critical Areas Report(if applicable) 1 1 1 0 0 Geotechnical Report(if applicable) 1 1 1 0 0 Traffic Impact Analysis (if applicable) 1 1 1 0 1 Plan Review Deposit ✓ ✓ ✓ ✓ ✓ Digital Copy of Plans on Flash/CD (due at permit issuance) 1 if ✓ ✓ Page 3 of 5 NOTES: 1. Handouts and standard details may be found on the City's Planning, Community,&Economic Development website or can be obtained at city hall during normal business hours. 2. Plans, calculation, &reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. 3. The drainage analysis/plan&TESC Plan shall comply with the 2012 Department of Ecology's Stormwater Management Manual for Western Washington(as amended in December 2014). 4. Within 180-days of application submittal refunds are allowed up to maximum of 80%of plan review fee so long as no review has been performed by staff(Per IBC 109.6). The applicant must initiate this refund request by submitting a signed letter to the Building Depaitiiient. Page 4 of 5 STAFF DETERMINATION OF COMPLETENESS: Please note,that the subject building permit application will be reviewed by staff for completeness. All of the items above as listed in the "Commercial &Multi-Family Building Permit Checklist"need to be submitted at time of application submittal unless deemed unnecessary by staff. If staff deems the application incomplete, the applicant will be notified by mail and/or email as to what items and/or revisions are still needed. Additionally, if the application is deemed incomplete,the applicant will have 90-days to submit the requested information per AMC 19.20.130(B)(2)(b). If the requested items and/or revisions are not provided by the deadline [90-days],the application may be rejected by staff and returned to the applicant along with any unspent application fees per AMC 19.20.130(C)(3)(b). FOR STAFF USE ONLY—COMPLETENESS DETERMINATION: IS THE APPLICATION COMPLETE?(CIRCLE ONE)..' CdM LET> INCOMPLEl If deemed incomplete,what is the date it was deemed incomplete? If deemed incomplete,was it deemed as such at the counter, by letter, or email (Circle One)? If by letter or email,when was it mailed by USPS or emailed? If deemed incomplete at the counter,when was this checklist with items circled given to the applicant? If deemed incomplete,what is the 90-day deadline for resubmittal of requested items and/or revisions? If deemed incomplete,who deemed it as such? (Please include the letter/email in the file detailing what additional items or revisions are still needed). If the application is deemed complete,what is the date it was deemed complete&who deemed it as such? Page 5 of 5 J APR 10 2019 CITY GRANT/' '. 5 Scope of llwor m m rs� sp. QQ ,ILQIIVG DEPT. Under-slab Sewer Replacement ProfeZt!t'oUtt a Ni Northwest Educational Service District#189 I+. a`ED PLAITS 1601 R Avenu p Ang. s, V , 822 /9 e�pZ ADDR�EbSS: fitl e ,4 SUMMARY OF THE WORK: z 1s�4dv i'line under the NWESD g with The purpose of this project is to replace an e i 6\ buildingth a new fully supported sewer line. Due to poor, qij jcc nidMr ,1l p g&,nal de,�i�gn of the buildin I t 1! `' NS required the use of piles and a structural slab, .L,Iy1c I!! p� flab`�t molition is r�q����`fo A�e below grade pipes that have been damaged due to the poor'soil b`br�dtYbhS'. Ian�yiipe�ihaTION. deformed as they sag with the sinking soil and need to be replaced. The only way to access these pipes is to cut openings in the localized areas of the slab. GPRequest for a Proposal to furnish all materials and labor as required to fulfill thf I L E C following scope of work: PROTECTION: Prior to start of demolition, the contractor is required to tent the work areas with plastic and to provide negative pressure ventilation 24/7 during all operations that will cause dust migration. Any pathways used from the exterior doors to the work area require protective measures such as ram board or plywood to ensure the existing floors are not damaged and are kept clean. CONCRETE DEMOLITION & REPLACEMENT: Sawcut and remove 8" concrete slab as detailed on structural drawings S1.1 dated 3-29-2019 and supporting calculations dated 3-29-2019. Note that it is critical to follow ALL CRITERIA NOTES shown on the structural plan, including limitations on cutting rebar. Note that scanning is required whether with X-ray or ground penetrating radar, whichever is more suitable to accurately locate reinforcing. Concrete and rebar pin and reinforcing requirements are called out on the structural drawing. Contractor is required to schedule building department inspections and special inspections and test samples with the owner's selected special inspector prior to any concrete placement. Costs for special inspector will be paid by the owner. Hours for noisy demolition will be limited due to office workers located above the work area and because the building has an open air plan. Noise limitations apply from 7:30am to 4:30pm M— F. PLUMBING REPLACEMENT: It is expected that a vacuum truck will be required to remove gravel from the existing plumbing trench. See attached sketch of the existing sewer pipe location. Do not rely on this sketch. Contractor is required to locate existing sewer pipe prior to the start of demolition. The new replacement sewer pipe is required from the connection of the first fixture all the way to the exterior manhole. Replace all existing 4"ABS pipe with 4" schedule 40 PVC pressure pipe (Not foam core) and connect to all existing branch drains and vents. New piping to be hung from slab at 4' intervals with stainless steel clevis hangers, threaded rod and hardware per the attached detail. Bed and backfill above new pipe with pea gravel. Camera inspect all remaining existing connections and piping including vertical piping prior to new connections. SCHEDULE: Time is of the essence for this project. Contractor to start as soon as possible after bid award and to work continuously through completion. CLEAN UP: Contractor is responsible for all construction related cleanup during construction and final cleaning of work areas after completion. OTHER REQUIREMENTS: - This is a Public Work that is subject to prevailing wages and other public works statutes. Contractor/subcontractors required to file Statement of Intent to Pay Prevailing Wages immediately upon contract award and Affidavit of Wages Paid upon completion of project. Contractor and subcontractors required to provide proof of insurance coverage via endorsements naming the NWESD as additional insured on those policies for all projects, regardless of dollar size. Upon completion of project, NWESD will file a Notice of Completion with Department of Labor& Industries, Department of Revenue, and Employment Security Department and withhold 5% of the contract amount until all three agencies separately approve release of the retainage. - Building Permit: Contractor to assist owner in obtaining the building permit. The building permit fee will be paid by the owner. City business license to be paid by contractor. - Include in your quote the cost for a performance and payment bond. A bid bond is not required. - A full one year warranty is required from the date of substantial completion. Work by NWESD: - Flooring: Carpet and vinyl removal and flooring replacement - Data: Removal and replacement of data racks - Costs for Special Inspector - Costs for building permit End of Scope of Work + ?>& ' . .Z. ' • '''' . 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M J L-) r j ) \ .... ind3S • • ,, _ _ , . _ _ _ •__ _. . _ . _ _ _ . _ _ _ . _ . _ _ . _ _ ,.. _.... _ _ . __ _ _ _ __ 1 i. r ii ) . . ., __ _ ,, , , _ ,_ _ _ _. _ _ _ __ _ __ _ ___ __ _ _„ .. ___ ______1 i . , 4 , .: . 1 1 1 1 --k • ' • CA " • C� i I i I - -- - - + " Tex Ladish From: Joni Morrell Sent: Thursday, April 4, 2019 3:44 PM To: Distribution List Subject: Request for Proposal - Under-slab Sewer Replacement Project Attachments: Plumbing Repair Scope 4-4-2019.pdf; NWESD 189 Sketches Repair Scope.pdf; NWESD 189 - Structural Drawings.pdf Northwest Educational Service District 189 (NWESD) is seeking proposals from qualified persons or firms interested in providing the following: UNDER-SLAB SEWER REPLACEMENT PROJECT—SOUTHEAST WING. Proposals must be received by 4:30 p.m. on Friday, April 26, 2019, and may be submitted in person or electronically.The NWESD reserves the right to reject any and all proposals and to select the proposal(s) deemed most advantageous to the NWESD. Interested contractors are encouraged to arrange a visit to the NWESD facility to become familiar with the work expected. Please contact Joni Morrell at 360-299-4002 or jmorrell@nwesd.org to arrange a visit. For questions or more information on the project, please contact Tex Ladish at 360-770-6149 or tladish@nwesd.org. Attachments include: • Scope of Work • Sketches of Repair Scope • Structural Drawings e°l� -lk% Joni Morrell ; TEAM ,so Administrative Assistant/Facility Manager NWESD ed Northwest Educational Service District A 1601 R Avenue I Anacortes, WA 98221 anr®® ®®®� 360-299-4002 I jmorrell@nwesd.org I www.nwesd.org I Facebook I Twitter Supporting Washington's Schools and Communities since 1969 1 l _ I APR 1 0 2019 i COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING OiTY OF ANACOF17,:-P STRUCTURAL CALCULATIONS NORTHWEST EDUCATIONAL §ERVICE DISTRICT 189 3/29/19 S192488-01 CITY OF ANACORTES FILE COPY PLAN '.::- .1 r?, 7).!!LDING DEPT: PLANS ADDRESS: APPROVED SUBJECT TO F i r% - r' a ' , i APPROVED PLANS c,HALL NOT BE ,-,Li— .,..; -...i t.... i mUlHORIZATION. Ot 11/71., c:,4 r.sv w4s.0 cie iffdi4f4 L 11,1 PREPARED BY: lb '4.1, 066Sr Laura Lindeman, P.E. 4 S'IOISTAL V7 3/29/2019 Katie Keller 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206 343 0460 / cplinc com ANALYSIS SUMMARY COUGHLIN PORTERLUNDEEN STRUCTURAL • CIVIL SEISMIC ENGINEERING The Northwest Educational Service District 189 building was built in 1999/2000 in Anacortes, Washington. The site has very poor soil conditions and as a result, the original design of the foundation required the use of piles and a structural slab. The following pages focus on strength checks of the existing slab in the temporary condition where small sections of the slab will need to be demolished and then replaced. The purpose of localized demolition of the slab is to access below grade pipes that have been damaged due to the poor soil conditions. Many pipes have deformed as they sag with the sinking soil and need to be repaired or replaced. The only way to access these pipes is to cut openings in localized areas of the slab. See the following pages for all relevant calculations. z W W 0 z 3 J 2 a Z J V 2 0 V 0 N a0 O V Project: Northwest Educational Service District 189 Designed By: KCK Date: 3/26/19 Project No: S 192488-0I Client: Checked By: Sheet: 801 SECOND AVENUE,SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com (C(c3CJGL t]fl 7f PORT[r- R1LUI DLLli l STRUCTURAL CIVIL SEISMIC ENGINEERING Gf'c'N-11 w t) C-4-frec_ -PO --' CohlDIT\ ON) o p5P LPG 1'--D" 0-144) !e-f—U1/4 Nd Not•-t E PUP ( f�� colve:s1&cn owt ,, ,_ �,. g, � ,r (.c.) fi-.�_�....,�. Cam) N betc sp, If Ngl-r IS `,`' 11 ? t A-c-F. Or r hv 2L. fis\I :a���,i Vi- -1A.11:; • `/ V2- W Z 7_ } i L? (I'"trA I!1,.'!A s M I 5i-0"`N tit \ fTbP Gt tI Itb M� Z����- �„) -. ) z�c (f\-}n) ) �t� � c.L - - ') \17-- "">1---F (It' -4212- 4- 2-) 9"r i 41' ' Lir 41E7 CL-i2--"F-P) t p › CatTA-o1,-45 l r t tQ P�-� ( ' �" ) ' ( _).0 ) 3 I t DO itr—Fp, o rvv - r�Q�-I� �1 W0 z � � aW I 2. I ,► �i / �y �r f r, si —F (�' rI l 4 r— r' r ` s , "' " 3`_2_ f El � � � b (Q"Pf t1 . 4-( ?) Ib— • ( o) p Il - E ( . t. ) 0 Project: NWESD 189 Designed By: Y-C,r-_ Date: 1 t°l / 11 Project No. Client: Checked By: Sheet of 2 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com L C OUGHLINPORTERLUNDEEK STRUCTURAL CIVIL SEISMIC ENGINEERING +--C. i'fkc-1 TY . A /A- . VIA - 4 V c. ± Ve, >Ct-1[( .r. ()1' t.'? c.r Irk C:f. ."1 :. ram. E S K-4\--K... five_.. = 4)2. . r- c, b . (w X = I ram- Ina,moa mart 4 & f- rxiv>.--..e. -11.,) 0,3-St'Z)- �JU4. ors -' ( t2) ( (o. Iq ") - 6. 1 K . . . 0K_ 1 1 0 i\,k i 1`'-h P d) l''. +i Y 4) A; `,1 fi 1, i' '' i f' _ S a) " r 0211e-51'0c) a >> i-�. 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' . chQc K_.. -t1& 4F'-0" Sfordo ' eCfir Oy- on et-II/LW'' SteLL -kV A-- cI e. r4:N Ccun 'S fe, 1,4 c (U s4?t. 4..e.. aird -4'4timsf ev- (.0,�d - t) i .-. t^ -vri t c:14s j Cot\I __.\ V C L ---> 1- \ __, ._/_, 1- et-rd ettiv ,v- '. / .try:fr.Q,un eA-fir,f ." r a p U �_.: K T} T , V d O U Project: NWESD 189 Designed By: I2C Date: J1k I11 Project No. Client: Checked By: Sheet of 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com 3 ( �5 <1Kji1-- [III L PO RT ER R IJIA 10(_1'N W.1 STRUCTURAL CIVIL SEISMIC ENGINEERING 110 PL-` ,? , . �Mpht D Hut -:--- 11Dp_ (fir °) 2- 2-2 0 1 9 '... ( So ) ; 2-to - (b--iL Ll) 7- Z 0 ) 2 -4-" ( JP)) C ike.--(Tom/ ePMyl - $As&1 (6i. -Aiz) A: . 1) .-.511n* 2- (12it Coe-) ' ..- 0. 2-0-11 rts 2. 1....mini., tpi: ,t- o f tt lo, a 4)1.-1VI 0-1 (. 2..01►;1 `) nO t) (1.),C ; -, .. t)1.a1.11/2 ; T- �j '. °i k-u - ?). 2K of- . . . DK. cVc- - 9._9 ... Pc, b& t --- 0.-I's ( 21-17Woops—r (12-'! *.coal") = . Lo I<_ . . , (). __ c,f K, GoN Ti Nt t bM C CI-Al , t.�CT'o/�-0 C A-1 -1 '7 1-E ' PP i 1 T ON.,A L. f M) ��_.-F /\_or SI fA Pic P1' --n or4 Ql l -E(77 :- eL i D )f _a z w ri 110 Qd-C-, w I-- ..1 J1 .1 a A Q EEI l kY D R VCXcMoil bn o Yf'Lnvikot/v.; •Cfr ..1,' f) L. , It r� " 1t. �Y! R+_ --9" s[.: t. .Z.. fig 1n c ry o .... 0r- ewer- "P e J a 0 V -- - Project: D 189 Designed By: , -K- Date: '5/21 I } 1 Project No. Client: Checked By: Sheet of 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com 4 COUU 111'111 PORT ERLUNIV [�,J STRUCTURAL CIVIL SEISMIC ENGINEERING rfOc itne' ( oc.1c ivs pp-tr eactn 1' - 0" wc., 66 act 2,2) Pcs t tc'1 ct.J s ( i~ c a Q (XA S <1.A-V) on K SSC(i L, f OPC-4\liNIC1 ,LINE, tA)/ c,rE5r411NC/. cr) --\1 -\ = 220/1:F FeimiNVP C-• .t I' 2-6 1 tA = i < o\1 r = . t V- . 01_ (‹x.rvl . ac 1 StcA V, c !Asp C _ Fg7 kl) k-in Ic;-c-I . -4921 As • �. ( 12-firoc) Cp N-i n IT U-11( D 2011n `} (10C)r-5;) ( (0 .11 L°'6/2-) qA- - 5 . K�-�� . , NU woD Ne00 10 f C f P*".-1_ op 11p.). �1 11) leup\ACE. 12)0\1 tA31tC� . T 2-'/ 4' - q-'t oP0\119\t 6,1 -- �. u c � CP,f\ri 1 t. s .a TO Co"xi" OM .fP� Y"\ I\! tr) / fz)c%c P --E `� f3 +� G� Tl�f� f JDu ---- i\Avt -7 5- 136 K „ . (t.),;kro 1 v't OVT...14e:itv't. )s tlowo‘ncst-- v"" 4•6'3.?)) S.t - 4 0 .0.6) 111 0 O b0 Project: NWESD 189 Designed By: KC= Date: SJZl ( \O Project No. Client: Checked By: Sheet of 5 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 / P 206.343.0460 / cplinc.com COUGHLIN PORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Member/Node IDs: 0 F,11 1 4,12 G Joint Coordinates and Temperatures I o II O ► Label X[it] Y[ft: Z[ft: Temp[F' IDetach... 1 N1 0 0 0 0 ❑ 2 1'12 14 0 0 a ❑ Loading: SLAB OPENING -.22kR1 41a44111411444441444U41,1444.1a44.4.4114,WW. 4, w1441411114141411,11aaaa1aas1a11,1141,111aa111114141;144441i 3 9„ 1, (Reaction load from 4 3'-0" simple span between (Demand taken by top opening sections.) steel checked with LOAD ON THIS SIDE ALSO TAKEN BY cantilevered section.) TOP STEEL. CANTILEVERED SECTION IS SMALLER THAN WORST CASE, OK BY ENGINEERING JUDGEMENT. © u Member I tall Panel I Diaphragm IBLC 1:Construction'DL; _Next BLC] Prey BLC ❑❑1 Member Label Direct... Start Magnitude[01,F.ksti End lAagni... StartLocat.. End Locati... 1 M1 V -.11 -.11 0 0 2 Ml 1` -.22 -.`1 3 _.. u=i 0 Load Combinations o =i = Combinations 1 Design I c El Description Sol... PD... SR... BLC Factor BLC Factor BLC Foci 0 1 rl V 1 1.2 Z J - I I, 0 V Continuous Slab Demand Calculations Project: NWESD 189 Project No: S192488-01 Date: 3/21/19 801 SECOND AVE. • SUITE 900 • SEATTLE,WA 98104 • P:206/343-0460 • F:206/343-5691 6 Beam: M1 Shape: Material: Length: 14 ft I Joint: N1 J Joint: N2 LC 1: Temporary(Construction) Code Check: 1.569at0ft A k Vy k Vz k Vu -1.269 14 ft Mz k-ft T k-ft My k-ft MU 5.979 ft 7 CRITERIA 1. ALL MATERIALS,WORKMANSHIP.DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS,AND THE SEATTLE BUILDING CODE(SBC),2015 )ste-� °�� ( +s�_ EDITION. : ( tin ;'_ 1 2. THE EXISTING STRUCTURE HAS NOT BEEN EVALUATED OR STRENGTHENED TO CONFORM TO CURRENT SEISMIC CODE REQUIREMENTS AS PART OF THIS PROJECT - Li i SCOPE. THE ALTERATIONS SHOWN ARE IN CONFORMANCE WITH SECTION 403 OF THE INTERNATIONAL EXISTING BUILDING CODE(IEBC),2015 EDITION. 11` 1'4, 1 il 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY 5Q1 y_I1'_ I 1 DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE OWNER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S 26.00° 2a p APRJO2OJ9 1 RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS(GRID LAYOUTS,SITE COORDINATES, ETC.)AMONGST ALL TRADES,INCLUDING SHOP FABRICATEDY -�• • � ITEMS. 418 ISO• Ip TO DI _ 0" 'MIK' _1GW• SGt it 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK AND PRIOR TO SUBMITTING SHOP ‘1�g17 i 1b101 DRAWINGS. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING ✓✓ 1 + EL' p1�' f•�� ,_• CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF , Ib' 0" _�- THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS.OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR }� 11 ti� '" 8'$' Jr 1 ` J _ d C f 1� f �_ °�` in.-, SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. '-5 j -1;"it- �REINP 1111GK )5 6'-0"TOP rl"1 „z __ 1 Y '1 F= 5. NOT USED / - 5' AS�0{ yjl 10'oc 4 y�2b _Jr"� 105111 N (5) P� �V' 11� 24 W '�Y ,a1 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE „i 8 ` .J �-' 1 ^E7 1 WORK. ' v4' • �- c - -._ 1 f, \ ��!/1 7. NOT USED </ p_ :-. • `1�J \r7W a t41 44 ' 1 1( F _ °` u� �f 8. NOT USED y� and II 411(I \V 4i 1 .1 \ 11' 11 - 11 11 Ie.,,6 t s5.� 71! \\ SKENED GOUdMN -, / b l r 1 s ( 11 I 0•y1R , I`1 Y 1 ,V f: \ 4"0 X5 PIPE9. SHOP DRAWINGS FOR REINFORCING STEEL FOR CONCRETE CONSTRUCTION SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO / 1 . I /I\ j ,� > '4 ( 1 y„p$,pN ` 111 \ (4 PLACES) -_ 0 '� 0 I / _Jy`L b d4111 1 I1 NI 1 �1 sIOQs�\ 1 i.' - ' ^ �� ° ®A FABRICATION OF THESE ITEMS. tril 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD,AND THEREFORE MUST BE VERIFIED BY THE / ...a. ► 1 t 1 ( 0 0 % �I 1 SDI 101531 ° ' CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A - I(r la :I uf, 1 ','•1 et i • �11 1 1 rW 2b 1 r1 , n REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. cv ! 7�►i��� 1 r/ 11� �11 1( 1 1 11 11 c �11 3, �5 STATEMENT OF SPECIAL INSPECTIONS • /v.L. 1 --' '� ;I �. 1 1 tb 1 1 1 ( 1 . \ "'� rnr yy �� L_ 1� 1 1 l 1 1 �I ° , w ci 11. STATEMENT OF SPECIAL INSPECTIONS-STRUCTURAL ITEMS: % 1 11 '� ,Ib. 11 (1 11 H 3 Ill1I .v ' �9 I�s .Ji, _l-�(I�.1J ��r �� 1 /�Q' 1 1 .4___-3. r_� 4 (�'��J p p SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH / aD I Q� n 1 � \ L; CD >' REPORTS PER IBC SECTION 1704.2.4 SUBMITTED TO THE OWNER, STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL FOR EACH DAY SPECIAL I j- \ �I `a l A � 1 l, GB�3 -l�N'�- ) 6B'15 1( • 11 r� INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR j / 3-- --^ --6� 1 1 Lf Y _ /53.1 ` ADDITIONAL INFORMATION. ��'`; I -? 3 1 ', 1 G _ J 1 R 1 1 �- <4>TO ALIGN 1 _ }=' I IR v - , it a- it 24ap 1 1 la=+ : a j (r��l • 1 5 YU WIkDON Ca STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE r`- --. r ° a-`1 I 24 x24•E a ! 1 l 1 ty � _ w I 1 -, 1 1 ( .T` 1 1 11.E 1 _ JAM4-4 I ABOVELz-c ° c_` �� CONCRETE(SEE GENERAL STRUCTURAL NOTE 13 FOR ADDITIONAL REQUIREMENTS)* ' �' ' " ' 1 I ` ( I• ! �' a 7 a �.. 5 1 i 1 ' 1 I x / 0 REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1705.3 ITEM 1 ( a sT i . 507, 11 `1 1 Qa,( 1 I <;_*I EpGS 0 CONCRETE PLACEMENT" CONTINUOUS TABLE 1705.3 ITEM 5,6&7 .4. - 17Tk 4 i, 1 1 1 I CURING&FORMWORK PROCEDURES PERIODIC TABLE 1705.3 ITEM 8,11&12 i�' :; �l. !- - 1 1� 11 1 ( , 1' 44) TO'AL!GNr'- Hi YAWN 1--- @ M EPDXY GROUTED RODS OR REBAR PERIODIC INCLUDING INSPECTION OF EMBEDMENT TABLE 1705.3 ITEM 4, j ! y �:1 = ;� - t I di o 1 1 �^ N' 1 JAMB ABOVE spt DEPTH AND HOLE CLEANLINESS PRIOR TO ALL ACI 318-14 SECTION 17.8 / I ->( i1 ' 1 1 V K ( ( 0 cal) 1 INSTALLATIONS(CONTINUOUS FOR UPWARDLY INCLINED ANCHORS) I 1°/SbJ 1 6- K 1 11 a� 1 11 � rlrl 11y'� / �J Nl t 1 9/56� 1 1 - *EXCEPTIONS 1 THRU 5 PER SBC SECTION 1705.3 SHALL NOT APPLY TO CONCRETE WORK ON THIS PROJECT. ir - ___ , I f 1 an m 1 IA "FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH ACI 318-14 SECTION 28.12.2 ! • • I I a-•t 1" 1 :riar 1 1' .-- y�y-µANCHORAGE l��-005ID. I,.} I 6 in �' - h I . I , 8'0 5 ,`. _ _ _� 4ii, \-- 1 .4414 - 12. EPDXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING INSTALLED IN STRICT ACCORDANCE WITH THE P Icif ` 5� 181' y�' PIPE " , . A 1. 4�►d W26 k 1 . I 43• �' 1 24),-• PLAN NOTE: ICC-ES REPORTS INDICATED AND MANUFACTURER'S INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS:"SET-XP"AS MANUFACTURED BY SIMPSON :°' t am' cj 2b 16' 0 STRONG-TIE COMPANY, INC. (ICC-ES NO.2508); OR"HIT-HY 200"AS MANUFACTURED BY HILT), INC.(ICC-ES NO.3187),"SAFE-SET"INSTALLATION WITH HOLLOW CARBIDE w �1� - 1 1 1.ALL BLACK MARKS ARE EXISTING t i •r, - STRUCTURE, NEW ELEMENTS ARE SHOWN DRILL BIT IS PERMITTED; OR"PURE110+"AS MANUFACTURED BY DEWALT/POWERS(ICC-ES NO.3298). SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE �� I = I C�"14= . K 16'-0. IN BLUE. SUBMITTED FOR REVIEW WITH ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC-ES _t �12/511 I 1' 62-\ ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR INSTALLATION IS REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE "(f . r � USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ^'l 31 11'�" _ Y7 LEGEND: ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCING STEEL-DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. �2'0_.1• , N �' 121`� �" INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED ---_ ` 42_t)3 NEW 8"INFILL SLAB WI PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2.HOLES SHALL BE HAMMER DRILLED AND DRY. 1 ' �_ - i .1, ,Th 1 REINFORCEMENT PER DETAILS RENOVATION __ . 7 pypT ALL Dt+E1510t45,ELEVATI01.5,AND LOCATIONS OF DOSING STRUCTURAL ,► FEU)13 DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT NO OVERCUTTING AT COMPORMS ARE BASED ON t.'FORMATON GATHERED FROM ORIONAL EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OPENING CORNERS DRA NGS OR CURSORY MEAS&RSIENTS AND ARE SH00IFOR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING(INCLUDING DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS TO 10 PSF. SHALL BE ALLOWED. INFORMATION ONLY. CONTRACTORS SHALL FELD MEASURE MD VERIFY TR;:E NORTH A. ALL NEW OPENINGS THROUGH EXISTING CONCRETE SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. UNLESS OTHERWISE ALL CONDITIONS PRIOR TO CONNQdLtdG ANY NORK. NOTIFY E)1li NOTED,ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN;NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED. AS REQUIRED CORE DRILL SERE COUDTT10v5 VARY FROM THOSE 5H0%Sl. CORNERS AND CHIP, GRIND OR CUT THE CORNERS TO PROVIDE THE REQUIRED DIMENSIONS. 2 FOUNDATION PLAN B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. ,► S 1.1 1/8" = 1'-0" EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE DRAWINGS. SAW CUTTING, DRILLING, OR CORING SHALL NOT CUT EXISTING REINFORCING "'Rae NORTH --- WHICH IS TO BE SAVED. UNLESS OTHERWISE NOTED.THE FOLLOWING GUIDELINES SHALL BE USED FOR EXISTING REINFORCING(NOTE"SCANNING"IS DEFINED AS EITHER X-RAYING OR GROUND PENETRATING RADAR,WHICHEVER IS SUITABLE TO ACCURATELY LOCATE REINFORCING): r THE SLAB SHALL BE SCANNED BEFORE CUTTING/CORING AND THE REINFORCING STEEL MAY NOT BE CUT WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER UNLESS FRAMED PER DETAIL 5/S1.1 AND 8/S1.1. CONCRETE 14. CONCRETE SHALL BE MIXED, PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318-14 CHAPTER 28 AND ACI 301. CONCRETE SHALL ATTAIN A CGH 28-DAY STRENGTH OF Pc=3,000 PSI. MAXIMUM WATER-CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL BE BETWEEN 0.40 AND 0.44. ALL CONCRETE SHALL BE EXPOSURE CLASSES FO, SO,WO,AND C1 PER ACI 318-14 TABLES 19.3.1.1 AND 19.3.2.1. LbL N.<It.,n,yr CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR 4" KCK APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT,CEMENTITOUS MATERIAL, FINE AND COARSE AGGREGATE,WATER AND ADMIXTURES,AS WELL AS THE WATER-CEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE �P __-_--_- WITH ACI 318-14,CHAPTER 28 AND 27. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS WI GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A815, GRADE 60,fy=60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM 1'b CLR 45 @ 78-oc EPDXY A708. REINFORCEMENT COMPLYING WITH ASTM A815(S1)MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING (3)45 EPDXY GROUTED (EMBEDGROUTED INTO Ex SLAB PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. INTO EX.SLAB (EMBED 81 (EMBED 81 COUGHLIN 16. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT(/J5 PORTER AND SMALLER)40 BAR DIAMETERS OR 21-0"MINIMUM. LAP CORNER BARS(#5 AND SMALLER)40 BAR DIAMETERS OR 2-0"MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14 SECTION 25.5,CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12"AT SIDES AND ENDS. L U N D E E N NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL aoi SECOND AVENUE.SUITE= ENGINEER. SEATTLE.WA MN 17. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOR CALL-OUTS 12003044E4 ,.. <alM.fte" 3 4 IN COMMON SEE SLAB-ON-GRADE BOTTOM REINFORCING(WITH VAPOR BARRIER BELOW) 1 1/2" DETAIL 6/S1.1 5 18. BONDING AGENT SHALL BE"MASTEREMACO ADH 328"BY BASF CORPORATION. OR EQUIVALENT,AND SHALL BE USED WHERE NEW CONCRETE IS PLACED AGAINST HARDENED CONCRETE. PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,INCLUDING PREPARATION OF EXISTING SURFACES. CONCRETE SHALL BE CONSIDERED HARDENED AFTER 58 DAYS. (5)115 EPDXY GROUTED INTO EX.SLAB (EMBED 8') INFILL SLAB PER PLAN (REMOVE AND REPLACE ROUGHEN EDGE TO 7," EX FLOOR FINISHES) AMPLITUDE AND USE Er BONDING AGENT PER 65W 18 GENERAL NOTES, 4" ir tl PLAN AND DETAILS 25-LAP SPLICE 17;CLR EX.SLAB S192488 01 3/29/2019 NS @ Woe EPDXY 4 1 GENERAL STRUCTURAL NOTES GROUTED INTO EX.SLAB (EMBED 8') S1.1 6 7 8 S1 . 1