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AGREEMENT FOR PROFESSIONAL SERVICES RELATED TO THE MOSCOW-LATAH COUNTY LIBRARY STRUCTURAL REPAIR PROJECT - 2016 BETWEEN CITY OF MOSCOW, IDAHO AND COMPLETE CARPENTRY, LLC THIS AGREEMENT FOR PROFESSIONAL SERVICES RELATED TO THE MOSCOW LATAH CETY LIBRARY STRUCTURAL REPAIR PROJECT - 2016, made and entered into this - day of • 2016, by and between City of Moscow, Idaho, a municipa1 corporation of the StateĀ, 206 East Third Street, Moscow, Idaho 83843 (hereinafter "CITY"), and Complete Carpentry, LLC, 926 North Meadow Street, Moscow, Idaho, 83843 (hereinafter "CONTRACTOR"). W I T N E S S E T H: WHEREAS, CITY intends to contract for the work as defined in the Project Plans and Specifications for the structural repair of the Moscow-Latah County Library , as submitted by Reliant Engineering, PLLC, 248 NW Sunrise Drive, Pullman, Washington, 99163. The Moscow Latah County Library Structural Repair Project - 2016 (hereinafter "PROJECT") which PROJECT is more specifically described hereinbelow; and NOW, THEREFORE, it is agreed, for and in consideration of the mutual covenants and promises between the parties hereto, as follows: SECTION I: PROJECT DESCRIPTION/SCOPE OF WORK: The PROJECT scope shall be defined in the Construction documents, as described in Exhibit consisting of plan sheets Sl.O, SI.I and S2.0 dated December 28, 2015 and the associated engineering packet dated December 28, 2015, all prepared by Reliant Engineering, PLLC. The Scope of the PROJECT, as described in Exhibit as qualified in Exhibit shall include the structural repair of the Moscow-Latah County Library. SECTION II: COMPENSATION: CONTRACTOR shall perform all work necessary to complete the PROJECT for an amount of twenty three thousand one hundred ninety nine dollars and ninety cents ($23, 199.90). CONTRACTOR shall be paid the fees owing to CONTRACTOR within thirty (30) days following completion of the PROJECT work and acceptance of the PROJECT by CITY. PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY ORIGINAL PAGE I OF 18 2-0lf/J-D/2. ---PAGE BREAK--- SECTION III: CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR shall complete the entire work on the PROJECT. Such work shall be conducted in a good and workmanlike manner which meets or exceeds industry standards and building code requirements. CONTRACTOR shall report progress to CITY, no less than once every week. CONTRACTOR shall be responsible for any damage to public or private property outside the Scope of the Project, at no cost to CITY, caused by CONTRACTOR during construction. SECTION IV: CITY'S RESPONSIBILITIES: CITY, at no extra charge to CONTRACTOR, shall: 1. Perform submissions to building authorities; 2. Obtain necessary building permits; 3. Provide inspections as required; 4. Provide continuous access for CONTRACTOR during the term of this Agreement; and 5. Provide access to PROJECT site for all equipment necessary. SECTION V: PROJECT SCHEDULE: CONTRACTOR shall achieve substantial completion of the PROJECT on or before May 13, 2016, and final completion of the PROJECT on or before May 27, 2016. In the event of unavoidable delays due to weather, shipping delays or other circumstances beyond CONTRACTOR's control, CONTRACTOR, upon concurrence by CITY, shall be granted an extension. The length of extensions due to such delays shall be as determined by CITY. CITY shall be notified of such delays or potential delays within two working days of CONTRACTOR's knowledge of such delays. SECTION VI: INDEPENDENT CONTRACTOR: The contracting parties warrant by their signature that no employer/employee relationship is established between CONTRACTOR and CITY by the terms of this Agreement. It is understood by the parties hereto that CONTRACTOR is an independent contractor and as such neither it nor its employees, if any, are employees of CITY for purposes of tax, retirement system, social security (FICA) withholding. PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY PAGE20F 18 ---PAGE BREAK--- SECTION VII: TERMINATION: A. Termination of Agreement. This Agreement may be terminated by CONTRACTOR upon thirty (30) days' written notice, should CITY fail to substantially perform in accordance with its terms through no fault of CONTRACTOR. CITY may terminate this Agreement upon thirty (30) days' written notice without cause and without further liability to CONTRACTOR except as designated by this section. In the event of termination, CONTRACTOR shall be paid for services performed to termination date, including direct expense and including a percentage of the fixed fee based upon the work completed. B. Termination of PROJECT. If any portion of PROJECT covered by this Agreement shall be suspended, abated, abandoned, or terminated, CITY shall pay CONTRACTOR for the services rendered to the date of such suspended, abated, abandoned, or terminated work; the payment to be based, insofar as possible, on the amounts established in this Agreement or, where the Agreement cannot be applied, the payment shall be based upon a reasonable estimate as mutually agreed upon between the two parties as to the percentage of the work completed. SECTION VIII: INSURANCE: A. If, at any time, a surety on any such bond is declared as bankrupt or loses its right to do business in the State of Idaho, CONTRACTOR shall, within ten (10) days after notice from CITY to do so, substitute an acceptable bond (or bonds) in such form and sum signed by such other surety or sureties as may be satisfactory to CITY. The expense of such replacement bonds shall be borne by CONTRACTOR. No further payments by CITY pursuant to this Agreement shall be deemed due nor shall be made until the new surety or sureties shall have furnished an acceptable bond to CITY. B. 1. CONTRACTOR shall not commence work until CONTRACTOR has obtained all insurance required under this section or until he/she has satisfied CITY in this respect; nor shall he/she allow any subcontractor to commence work until such subcontractor has also obtained such required insurance applicable to such subcontractor's work. CONTRACTOR shall maintain such required insurance coverage throughout the term of this Agreement and will hold CITY harmless and shall indemnify CITY for any losses arising out of CONTRACTOR's operations, including any contingent liability arising therefrom. The cost of such insurance shall be borne by CONTRACTOR. CONTRACTOR shall furnish copies of all insurance policies and/or certificates of insurance to CITY at the time of execution of this Agreement. Each policy shall include a provision to the effect that it shall not be subject to cancellation, or reduction in the amounts of its liabilities, or any other material change, until notice has been given in writing to CITY and the Parks and Recreation Director or Director's designee, not less PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY PAGE3OF18 ---PAGE BREAK--- than fifteen (15) days prior to such action. CONTRACTOR shall further cause CITY to be named as an additional insured on all applicable insurance policies. 2. CONTRACTOR shall take out and maintain, during the term of this Agreement, statutory worker's compensation insurance for all employees who will work on this PROJECT, and if any work is subcontracted, CONTRACTOR shall require the subcontractor similarly to provide such insurance for all of the subcontractor's employees unless they are included under the protection afforded by CONTRACTOR. 3. CONTRACTOR shall take out and maintain during the term of this Agreement comprehensive public and general liability insurance. The comprehensive public and general liability insurance shall have, at a minimum, a coverage limit of at least Five Hundred Thousand Dollars ($500,000) per occurrence, and One Million Dollars ($1,000,000) aggregate. Policies containing deductible clauses will not be acceptable. SECTION IX: HOLD HARMLESS/INDEMNIFICATION: In addition to other rights granted CITY by the Contract Documents, CONTRACTOR shall indemnify and save harmless CITY, its officers and employees, from all suits, actions, or claims of any character brought because of any injuries or damages received or sustained by any person, persons, or property on account of the operations of CONTRACTOR or its subcontractors; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect, or misconduct of CONTRACTOR or its subcontractors; or because of any claims or amounts recovered from any infringements of patent, trademark or copyright; or from any claims or amounts arising or recovered under the Workmen's Compensation Act or any other law, ordinance, order or decree. SECTION X: CONFLICT OF INTEREST: CONTRACTOR covenants that it presently has no interest and will not acquire any interest, direct or indirect, in the PROJECT which would conflict in any manner or degree with the performance of its services hereunder. CONTRACTOR further covenants that, in performing this Agreement, it will employ no person who has any such interest. Should any conflict of interest arise during the performance of this Agreement, CONTRACTOR shall immediately disclose such conflict to the PROJECT Manager and CITY. SECTION XI: ENTIRE AGREEMENT, MODIFICATION AND ASSIGNABILITY: This Agreement and the Exhibits hereto contain the entire agreement between the parties, and no statements, promises, or inducements made by either party, or agents of either party are valid or binding unless contained herein. This Agreement may not be enlarged, modified or altered except PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY PAGE4 OF 18 ---PAGE BREAK--- upon written agreement signed by the parties hereto. CONTRACTOR may not subcontract or assign its rights (including the right to compensation) or duties arising hereunder other than as contemplated by this Agreement, without the prior written consent and express authorization of CITY. SECTION XII: ADHERENCE TO LAW REQUIRED: All applicable Federal, State, and Local statutes and regulations are hereby made a part of this Agreement and shall be adhered to at all times. Violation of any of these statutes or regulations by CONTRACTOR shall be deemed material and shall subject CONTRACTOR to termination of this Agreement for cause. No pleas of misunderstanding or ignorance on the part of CONTRACTOR will in any way serve to modify the provisions of this requirement. CONTRACTOR and its surety shall indemnify and save harmless CITY and its employees, agents, engineers and representatives against any claim or liability arising from or based on the violation of any such laws, codes, ordinances, or regulations, whether by CONTRACTOR, CONTRACTOR's employees, or its subcontractors. SECTION XIII: NON-DISCRIMINATION: CONTRACTOR shall not discriminate against any employee or applicant for employment on the basis of race, color, religion, gender, pregnancy, national origin, ancestry, age, marital status, veteran status, disability, sexual orientation, genetic information, or any other basis prohibited by Federal, State, or Local law. SECTION XIV: LEGAL FEES: In the event either party incurs legal expenses to enforce the terms and conditions of this Agreement, the prevailing party is entitled to recover reasonable attorney's fees and other costs and expenses, whether the same are incurred with or without suit. SECTION XV: JURISDICTION AND VENUE: This Agreement shall be construed in accordance with and shall be subject to the laws of the State of Idaho and that the venue of any such action shall be the Second Judicial District of the State of Idaho in and for Latah County. PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY PAGES OF 18 ---PAGE BREAK--- SECTION XVI: SPECIAL WARRANTY: CONTRACTOR warrants that nothing of monetary value has been given, promised or implied as remuneration or inducement to enter into this Agreement. CONTRACTOR further declares that no improper personal, political or social activities have been used or attempted in an effort to influence the outcome of the competition, discussion, or negotiation leading to the award of this Agreement. Any such activity by CONTRACTOR shall make this Agreement null and void. SECTION XVII: COMMUNICATIONS: Such communications as are required by this Agreement shall be satisfied by mailing or by personal delivery to the parties at the following address: CONTRACTOR: Complete Carpentry, LLC Will Glasscock 926 North Meadow Street Moscow, Idaho 83843 CITY: Parks and Recreation Director City of Moscow 206 East Third Street P 0 Box 9203 Moscow, Idaho 83843 SECTION XVIII: EXECUTION: IN WITNESS WHEREOF, CONTRACTOR and CITY have caused this Agreement to be executed on the day and year first above written. CONTRACTOR Complete Carpentry, LLC By:7 D Will Glasscock PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY CITY City of Moscow, Idaho By:!lt&L Curtis Parks and Recreation Director PAGE 6 OF 18 ---PAGE BREAK--- STATE OF IDAHO County of L P<(A H ) ) ss: ) ACKNOWLEDGMENT -fl.- On thiso2.5 "'day of f/;;,B/f2,uf(g Y , 2016, before me, the undersigned, a Notary in and for said State, personally appeared Will Glasscock, known to me to be the person whose name is subscribed to the foregoing Agreement and acknowledged to me that he executed the same in his capaciĈ,nl!'ĉffii÷;tl for Complete Carpentry, LLC. N\CK/JV. 1\1ú.1û Q""ARY· % s ! I' - . " . - § : i \ PUBL\G / j · · ·._fJ .f ຆ .ft ú ù"h ϯ ,ຈ 111,,,, "171: STATE OF IDAHO ) ) SS. COUNTY OF LATAH ) Notary Public o Residing at ϲϳϴϵ϶Ϸϸ""fA..-O--- My commission expires: _ _ ACKNOWLEDGMENT On this ) 5-+1. day of , 2016, before me, a Notary Public in and for said State, appeared Dwight CUrtB to me to be the person named above and acknowledged that he executed the foregoing document as the duly authorized representative for the City of Moscow, I 11\l I IIϱ\ I 111111 Idaho. .._fl cK/Nþ'ÿ'''' , vü·'" r· r' ,1 a, ງ . ù · f\RY · ' : = : · : = C \ pueuc f ff · -5 Ϯ # ϰ.J' " ,ຉ ATE ' " PROFESSIONAL SERVICES AGREEMENT COMPLETE CARPENTRY AND CITY PAGE 7 OF 18 ---PAGE BREAK--- EXHIBIT Complete Carpentry Complete Carpentry, Will Glasscock 926 N. Meadow Street Moscow. ID 83843 (208)301-3687 [EMAIL REDACTED] Service Misc k Address Jay l..:wiຄ 1ly of t-.loseow i\foscow. ldn]J(l 83843 •Labor and material to complete following- Demo of needed areas to complete framing, drywall, and masonry work per engineered plans. Build temporary wall to support beam structure. We will remove sole plate per engineer specs and install new one. We will also have to replace some sheathing on exterior. Once structure is complete to engineered specs we will drywall, tape and texture needed area.Ø. Prime and paint wall from inside comer on south side to shelves on north side. Re-install existing window trim provided by library (Library was responsible for storing trim when previously removed). If more damage is found at time of demo we will submit a change order price before any work continues. ThL5 bid is per engineered specs only as there could be some unforeseeable damage. C.ontinue to the next page I COMPLETE CARPENTRY AND CITY EXHIBIT Quantity I I I Estimate I Date Estimate# I 01/24/2016 1238 Exp. Date Rate Amount 7,300.00 I• PAGE8 0F 18 ---PAGE BREAK--- Page 2 of3 Service Activity Quantity Rate Amount masonry • labor Bnd materials for following-Cut out and dismantle 780 brick 9,200.00 total, We will saw out to keep chipping to a minimal due to high psi mortar level Reset existing brick with mortar and wall ties. The existing brick is no longer manufactured or available. We will re use as much existing brick that we can but some that is damaged beyond saving will have to be replaced with new brick that will not match exactly. We will match as best as we can, and place those bricks in the best possible spot to be less noticeable to be at our discretion. Based off of - Cut out and dismantle each brick in order to save = $2,650 Resurface brick to re-use = $1,350 Re install all prepped and salvageable brick = $2,550 All needed materials for project = $1,295 Commercial Supervision/ project manager = $ 1,355 Continue to the next page COMPLETE CARPENTRY AND CITY EXHIBIT PAGE90F 18 ---PAGE BREAK--- Page 3 of3 Service Activity Quantity Rate Amount windows • Labor and materials for following-Replace existing damaged 6,599.90 window system with a new VistawaU medium Bronze anodized aluminum storefront window system with sub sill and bronze low-e insulated glazing ( including tern pered glazing where required by code We will also repair/adjust existing walk in steel hollow metal door system to open and close properly. Provide and install a new replacement bronze low-e tempered double pane insulated glass llllit to replace glass in the other existing window next to damaged unit NOTE: the replacement of th.is glass costs $1,335 IF you decide not to replace glass in second window that would be subtracted. Based off of - Vista wall medium bronze aluminum 2-lite fixed store front window with radius top fixed lite and tern pered glazing in bottom section = $4,463 Labor to install above described window = $960 sales la,'< j $26778 Labor to re hang damaged door = $165 . commercial Supervision/project manager = $744.12 Misc •Charge for adding City of Moscow as additionally insured 100.00 Par;ment is due upcn completion of job unless otherwise stated.' Estimates are I Total $23,199.90 va id for 30 da s. y Accepted By Accepted Date COMPLETE CARPENTRY AND CITY EXHIBIT PAGE lOOF 18 ---PAGE BREAK--- Jay Lewis City OI SCGW FaQlrties SuP&· o: PO Box 9203 Moscow, ID 83843 EXHIBIT Re: City of Moscow Library Veh:cle Impact Dear Jay: \ December 28, 2015 On ϭember 11. 2015 I visited the Moscow-Latah Coonty Lb'ary at 110 S. tterson Street, Moscow. 10 at the request o! Tom Grunci.n to review some COl'lce'ns raised OV8f' the impact ol a Oh e ro the east side of the t>wldino Al that time. there were dam e<1 areas W!lhin the wait that COUid not be ot-servea and at the tñme made to open !tie wall up by emowlg some of the gypsum wall board (GWB). That was done and we revisited the building on December 9. 2015 to review the extent of damage at the request of yourself and Scon Hoffman of lntermoontaln Claims Inc Upon r ol the buildmg from strictly a structural and eX1en1 of oa assesment as a r&S4Jlt of the impact. the following items were determined to require attention: 1 The IOcation ol the impact to the buildil'lg is a location ol a column in the wall that wppons a header to the window that was taxen out by the impact and this neader 1n tum wpports a major roof PPort beam spanning baCk !<>Ward the west The COiumn has been moved from its onginal roca n at the base. The review did not reveat any d1Splacomoo at h top ol the COiumn. The COiumn was det rm eo to be salvageable, out the larn.nalton shall be stitched toget er wrth structural screws of a length to cross all laminations of the column. Refer 10 the attached drawings tor deCaits on the sti1Ching pattern. Also due to the issues noted in the next 11em, a new attachment system iS required at the column base. 2. The section to !he south ol the impact has several splits 1n the sole plate anct wi!t noed 10 be repl.aced as called out on !tie attached plans This sole plate was lound to splice at !tie sooth edge ol lhe Window (notth end ol the wail section). The sote plate under the i.ndc;w 10 the north appears to be lntaci bu! rt appears 10 be missing some anchor bolts. when the IS re .oved !or the window repacement the anchor boll locations shall be detenninect and addressed per the plans. The anchor bolts shall also be examined !or any pos!>lb'e damage wtien the so·o plate section IS replaced ThtS er.gineenng dOes not address means and methods. this is the contracto<'s respons Mty, oweve rt sr.aJI be noted that the Window header will require significant teml)(Xary support dunng II"ຂ so plate cement. 3 Due 10 tne separation obso ed in the wall between the sheathil'lg and me wall s1ucfs ltiere IS likety wall s eathil'lg damage and thus some wail shealhil'lg will be required to be replaced Whefl lhe blid< veneer is removed on the ext8f!OI' the shea ing sha'I be examined fOf the extent or damage but it shall be assumed that the bottom 4 leet of the wan secbon to the south of the impact shall be 1oplac00. Arey addit10nal sheathing re aced Should be done 1n mimmum "4 loot widths not leaVino smaller than 2 IOOl pieces. 1 or 2 COMPLETE CARPENTRY AND CITY EXHIBIT PAGE 1 1 OF 18 ---PAGE BREAK--- December 28, 2015 4. The bnck veneer wall section south of the impact was significantly alfected by the impacL The break point of the brick veneer on the building starts at about eight feet up the wall iust above the base 01 the arch to the window where the vehicle impacted the building and slopes downward to the south. There 1s also an observed separation variance between the sheathing and the brick veneer, which Indicates that the brick lies were likely affected and possibly damaged. This will mean that this entire brick column section south of the impact from the arches down and par1 of the arch to the nor1h will need to be removed and replaced. This building appears to have a good quality masonry sealer applied to It and shouk:! be researched so as to match it and reapply it when the project is completed. II this is not determined then a solvent based. high solids sitoxane sealer shall be used. 5. The emergency exit door to the south ol the impact area was affected by the impact. Although the door rubbed prior to the impact there is evidence of new rubbing al the strike side and now it does not close property. Since everything was so close to start with before the impact 11 look very little movement to cause it lo not function at all without force. The jamb to this door will need to be reset to resolve the issues that now exist. 6 The impacted window (north one) will require that all of the glazing be replaced. It Is likely that the arched aluminum frame will be salvageable as the extent of movement 1n that part of the window was very minimal. 7 The window south of the impact had the brick veneer slammed up against ii and the seat between the aluminum lrame and the brid< veneer was tom and displacement movEHT1ent was observed. Also knowing that the wall section to the south of the window was moved to the extent that it affected the man door operation and the window is really the only object in the waU In between, there Is concern that the integrity of the thermopane window seal has been compromised_ Since the seal is not reliably testable, it Is recommended that the lower main windowpane section be replaced. Specifications of the original windows shall be researched as to the types of that these windows have. The attached drawings provjde lhe delaihng lor the slructural items listed above. Neither this letter nor the attached plans are meant to address cosmeuc and/or nonstructural finishes etc. nor is it to address specifications !or the repair work other than the specific specialty engineered retrofit materials as called out herein andior on the plans. The specifications for the angina! builckmg. General Roof Sheathing (Existing) . . . 112'" ( 15132") Structural PlywoOd General Wall Framing . . Exterior 2· x 16" O.C UNO Interior Partilion 2· x 24" O.C. UNO lnlerior Bearing 2" ø 24" O.C. UNO General Wall Sheathing (Existing) . . 112· Structural Plywood COMPLETE CARPENTRY AND CITY EXHIBIT PAGE 140F 18 ---PAGE BREAK--- R.EUANT CNGINE.ERJNG, ru.c lATE:RAL DESIGN PARAMETERS: December 28, 2015 Project No. 15071 This engineering does not address lateral bracing. It is assumed lhe onginal structure meets lhis through the preser1p1rve method of the !BC as. app!Jcable. This prOfecl does not remove any structure that would be considered 10 provide lateral bracing to lhis structure. DESIGN CONSIDERATIONS: Refer to the letter describing the determinations of the existing structure and the repairs required to reestablish the structural integrity of the building back to its original intent CONSTRUCTION CONSIDERA TfONS: 5S S1randguard LSL Is 1ecommended as an alternative to a slandalil pressure treated (P T.J sກI plate. If standard PT Hem·Fir 112 wood is used, then a.H bolts and nails used ;o attach framing memoers and sheathing to hese members shalt be corrosio resistam per IBC 2304.9.55. standaro zmc comed nails do not meet thlS 1equ11ement In general ;o satisfy this code requirement, all las:eners must be hot dlo gslvaJ'llzed per ASTM A 653 Type G 65. s aintess s1ee1 or equlva!ent. ReJer 10 uie code for clanl1eatlon where P.T wood is used. CONSTRUCTfON REQUIREMENTS: General Nailing Scheduie Per IBC 2012 Table 2304.9 1, or as called out on ihe plans. The following shall be incorporated Into the construction: 1. Refer to the attached letter tor addillonal repair woril required in addition to the attached drawings 2. In order to control noise and to provide some stability lrom movement where last&ners cannot be installed, the installer shall place ample Zig zag beads of construction adhesive to the surtaces of the new members that will come in contac1 with other existing surfaces such as !he existing joists and the sublloor above. COMPLETE CARPENTRY AND CITY EXHIBIT PAGE 15OF18 ---PAGE BREAK--- g r _ tt1 2:l 3 > z 0 m x 63 =i "C fi tt1 0 00 SECTION OF SOL[ PLATE BETWEEN WINDOWS TO BE REPLA.CEO, ALIGN NEW SOLE PLATE WITH THE REST OF THE WALL. / NEW SOLE PLATE / EXISTING COLUMN 10 BEAM ABOVE. COLUl.oiN HAS BEEN OFFSET BY IMPACT. WHEN REPLACING SOLE PLATE SHiii COLUMN BACK INTO ORIGINAL ALIGNMENT IN THE WALL SECTION OF SOLE PLATE BENEATH W!NDOWS TO REMAIN ϩ"x6"x1fi" STEEL PLATE SST lH050600H ' SCREW ANCHOR SST SDWS22800DB SCREW CENTERED IN COLUMN : . r 12 o.c. (TY), , • tirl<-[4 ADD SST 1HD50600H SCREW ANCHOR If NO A.B. EXISTS WITHIN OF SOLE PL.A.TE END. SST ML24Z ANGLE SCALE: 1Ϭ· = 1 • [ •J ' , ' 3"-6" / / SOLE' PLAT[ TO BE NOTCHED PER 52.0 EXISliNG ANCHOR BOLT TO BE REUSED . SOLE PLATE PLAN VIEW \ j/ } RELIANT CNGINEERING, FLLC ffalViDINC,( rl\UCI Jf>I F .501..LITION"i 2-+8 NW Sunri;se Drive Fullman, WA 16' (509) curro I 3l!!"x 7"ϧ • STEEL Pl.ATE SST THD50600H ' SCREW ANCHOR /I SOLE PLATE TO BE NOTCHED PER S2.0 :)12";t4"Ϩ· STEEL PL.ATE Ϧ; SST SDS25112 SCREW (TYP) "1 SST SD525112 SCREW C[NTERED IN STEEL Pl.ATE 6" S11 'I I/ ! • • }l"I J'N>' 4 ϥ I.a. 7" FV SST SOS25112 SCREWS EA CORNER OF STEEL PLATE (TY!-1) ("IYP) SOLE PLATE SSi THD50600H SCREW t>,NCHORS CENTERED IN SOLE PLATE EXISTING ELECTRICAL CONDUIT MOSCOW LIBRARY STRUCTURAL REPAIR 110 SOUTH JEFFERSON STREET MOSCOW. IDAHO 83843 11·1 \*11 I It EL, JW 112/28/15 EDL1 1 '115071 I I S1.0 ---PAGE BREAK--- r _ tT1 > ϛ 3 > z 0 ö 53 "C 6 tT1 Ϝ 00 EXISTING COLUMN TO BEAM ABOVE. COLUMN HAS BEEN OFFSET BY IMPA.CT. WHEN REPLACING SOLE PLATE SHIFT COLUMN BACK !HO ORIGINAL ALIGNMENT IN THE WALL. SST SDWC 1 5400 SCREWS THROUGH EXISTING COLUMN INTO NEW SOL E PLATE (TYP). STAGGER ANGLE SO SCREWS ENTER SOLE PL.A.TE AT DIFFERnr LOCATIONS PERPENDICULAR TO THE WALL SURFACE. l. ' , . ' I l L/ u 0 op ó j SST SDWS22BOODB SCREW CENTERED IN COLUMN (TYP) SST THD50600H SCREW ANCHOR 1 sK · . . . IALL WALL swos I ARE EXISTING & EXPECTED ro REMAI N 'Yr EXISTING oun.CT EXISTING ELECTRICAL. CONDUIT _ I I\ ϣ"x4"0f' STEEL PLATE r/ 2 Ϛ I 1 " ( TYP).1r j · I . i ' . I I SST. SDS25 1 1 2 I - ÷ : • SCREW (T"P) i 2" ' t I / . ö ' SEC'ION OF I I SST THD50600H SECTION OF SOLE PLATE BETWEEN WINDOWS l 0 BE Rf PLACED. ALIGN NEW SOLE PLATE Wn'H HE REST OF THE WALL, soLE PLATE BENEATH ñ I f Ir I 1 scREw ANcHoRs w11'lnnw<: rn i;>nu.i"' CENTERED IN SOLE PLATE CREW ôA-NcHoR"'iF'"õc; 1 -ò Ex1sr1Nc I SST SDS25 1 1 2 SCREWS o:;s1 1NG (1 ) E.A. CORNER OF STEEL ANCOR s9u Ϣ"x7"0'4" s-:u1 PLAl E I CONCRElE J FOUNDATION WALL SCAL F : 1)2" = 1 · · F'LAl E ('TYP), TO BE REUSED Ϡ"ϡ6"x%" (F STEEi. PLATE 11 1 I / . , . • I WALL ELEVATION f\E.LIANT ENGINE.ER.ING, FLLC f'IZ()VIDIT\Ci CON.S'IKUCT!NJ' JTION."'. (.509) ' H l+:t NvV 5unrise Drive JϤullm.,.n, Wr"\ 'f/9 1 6ϟ com MOSCOW LIBRARY STRUCTURAL REPAIR 110 SOUTH JEFFERSON STREET MOSCOW, IDAHO 83843 ,1,J1.. I I 1 . . r r • EL . JW 1 2 28 1 1 5 51.1 i h l ' I 1 EDL 1 50 7 1 ---PAGE BREAK--- n A ig î > z 0 n s; =i Ei tTl - 00 0 'Tl 00 SOLE PLATE TO BE NOTCHED @ EXISTING ANCHOR SOU AS SHOWN. NOTCH TO BE BOLT DIAMETER + Ji.'' P.T. 2x6 SECTION OF SOLE PLATE BETWEEN WINDOWS TO BE REPLACED. EXISTING ANCHOR BOLT TO BE REUSED. ' ïð 51 .1 • > I v SCALE· 1ϙ" = 1 ' ' " SOLE PLATE CUT OUT DETAIL c J j J\E.LIANT E.NGINr_E.RING, FLLC rnoVIDll·\(, CO\l:'l rRUc TIN f sou. f!ION,'1 l+ll NVY' Su11ri:'..e Dnϝe fullmari, WA 99 1 6 Ϟ (;io9) cnl'.•11c1:r'G'\)rc:l1:i11cnr.cum i SOLE PLAT[ TO BE NOTCHED C EXISTING ELEC1RtCAL CONDUli AS SHOWN. NOTCH WID1 H 10 BE. CONDUIT DIAME"IER + XJ • ELECTRICAL CONDUIT APPROXIMATE LOCATION or NEW SST THD50600H SCREW ANCHOR SEE S 1 .0 (TYP 3 LOCATIONS) MOSCOW LIBRARY STRUCTURAL REPAIR 1 1 0 SOUTH JEFFERSON STREET MOSCOW. IDAHO 83843 I El , JW 11 2/28/ 1 5 1 1 1 ' . 52.0 EDL 1 1 50 7 1