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17 WILLSON ST - BUILDING INSPECTION 11/17/200e 11:18 9787409846 CITYOF SALEM v\ . The Commonwealth of Massachusetts Town of K Board of Building Regulations and Standards Massachusetts State Building Code,780 CMR, 7'" edition Building IXpat Building Permit Application To Construct, Repair.Renovate Or Demolish a One.or 7tea-F This S ton For OfFici I Use Onl Building Permit Nu er: are pplied: Signature: Building Commissioncrt specwrof ildin Date SECTION 1: SITE INFORMATION 1.l Proper�y Addresa:� 1 1.2 Assessors Map&Parcel Numbers 5 (7 WlllS�t r�Q2 I Parcel Number List Is this an accepted street?yes no Map Number i 1.3 Zoning Information: 1.4 Property Dimensions: Zoning Distrito Proposed Use Lot Area(sq n) Frontage(ft) IJ Building Setbacks(ft) Rear Yard Front Yard Side Yards Required Provided Required Provided Required Provided eq 1.6 Water Su 1 (M.G.L c.40, 54 1.7 Flood Zone Information: 1.8 Sewage Disposal system' supply: § ) Zone: Outside Flood Zone? Municipal O On site disposal system ❑ Public❑ Private❑ Check if yesC3 SECTIONS: ]PROPERTY OWNERSHIP' 2.1 Owner'of Record: `LraJi So ?✓ — Address for Service: Name(Prin q 57 0�—'J`j y S x,-� —� Telephone Signature SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) NewConsWetion Existing Building Owner-Occupied Repairs(s) ❑ AltemhOn(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. O Number of Units Other Cl Specify: � Brief Description of Proposed Work=; 9v1 14I, SECTION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: Official Use Only Item Labor and Materials [ndieate how fee is determined: $ 5S.t� �1.�rBuilding Permit Fee: S 1. Building ��(\I Standard City/Town Application Fee 2. Electrical $ LI TQuit Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: S List: 4.Mechanical (HVAC) S 5. Mechanical (Fire S Total All Fees:S Su cession Check No. Check Amount: Cash Amount: 6.Total Project Cost: S 5 5,o� (3 Paid in Full O Outstanding Balance thr. O(,p FbR- ,GN61AJ SS — W1tUC�5 1 11/17/2008 11:1B 9787409846 CITYOF SALEM HAUL SECTION 5: CONSTRUCTION SERVICES 5.1 Llcenaed Construction Supervisor(CSL) CS S 3 0 3 5 'z 1�� ---r—^ �� License Number Expiriftlon Date P ' Namc of CSL•Hpldcr QQ List CSL Type(sec below) a _k S�' U'fA� t 1 T Descri Lion ddress Unrestricted u to 35,000 Cu.Ft. .A R Restricted I&z Famil I welonst Sig aturc M Mason Onl 6'se �g 30a RC Residential Roofin Coverin ws Residential Window and Siding Telephone ' SF Residential Solid Fucl Burnin A liance Installation j D Residential Demolition I 2 Registered He�a 1 irov eat tC�ontracror(HIC) _ h' 1 h lF `O �`t °" C Registration Number FI ompany Name o fC Ruxistrgnt N me c , (' 1 3 ai LD C�1�n1� r ddmss (g-?ieTIN63zis'b Expiration Date Sign rc Telephone SECTION&WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L,e.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......'..:h No 0 SECTION 72:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby 1, yf to act on my behalf,in all matters authorize Orr ', -4 )1"'P1U Uw relative to work kthorized by this building permit application. i natureor wwner SECTION 7b:OWNERt OR AUTHORIZED AGENT DECLARATION ldC A `ll „rn ��Y` ,as Owner or Authorized Agent hereby declare t'that the smerits andd information o the foregoing application are true and accurate,to the best of my knowledge and n ZP 'nt f. A vv�10 t( 116to�� Date m of Owner or Authorized Agent (Signed under the ains and enalties of .0 NOTES: 1. Owner who obtains a building Pe unit to do his/her own work,or an owner who hires an unre (n gistered contractor (not registered in the Home Improvement Contractor(HiC�rogram),will�have access to lharbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC programrespectively. Construction Supervisor Licensing(CSL)can be found in 790 CMR Regulations I I0.R6 and 110.115, resp y 2. When substantial work is planned,provide_,,information belowfinished basement/attics,decks or porch) Total floors area(Sq.Ft-) (including garage, Habitable room count Gross living area(Sq. Ft.) Number of bedrooms Number of fireplaces Number of half/balhs Number of bathrooms Number of decks/porches Type of heating system Enclosed Open Type of cooling system y, "Total Project Square Footage'may be Subsli[uted far"Total Project Cost" J1 ` L Is Wu� 1trnFj�{V Y ' .�i t .t �. u. • V'- "^'-err..+.�...�..�-. .I. r .� /. 'P000nmoo+ �D� o�✓�aedaa�uJalld - .. q� Board of Building Regulations'and Standards ..License or registration valid for individul use only HOME IMPBOVEMENT CONTRACTO R before the expiration date. lf found return to: Board of Building Regulations and Standards Re I Msf- S375 One Ashburton Place Rm 1301 II .. 009 Trli 126764 Boston,Ma.02108 le Corporation , . ROGER A.TRI a TORS,INC. ROGER TREMBL '� ., G - 10 COLONIAL RD ST117 •�' SALEM,MA 01970 Administrator Not valid wltho t sl nature r CERTIFICATE OF LIABILITY INSURANCE 08/,07/Z 08.1 *� 08/o7/zoos PRODUCER (800)333-7234 FAX (508)655-8853 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION EASTERN INSURANCE GROUP LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 233 WEST CENTRAL STREET HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR NATICK, MA 01760 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Roger A Tre ay Contractors Inc INSURER A: Selective Insurance Group 10 Colonial Road INSURERS: Insurance Co of State of PA Suite 4 INSURER C: Salem, MA 01970 INSURER D: INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED.NOTWITHSTANDIN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD" TYPE OF INSURANCE POLIOY NUMBER POLICYEFFECTIVE POLIO P RAT ON LIMITS GENERAL LIABILITY .S 1842342 04/15/2008 O4/15/2009 EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED FA",.,,,.ear $ 100,00 CLAIMS MADE D OCCUR MED EXP(Any one parson) S 5,00 A PERSONAL dADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 3,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG S 3,000,000 POLICY X '— LOC .. AUTOMOBILE LIABILITY -' A 9091417 04/15/2008 04/15/2009 COMBINED SINGLE LIMB ANY AUTO Ea Wd5 $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ A X SCHEDULED AUTOS (Perpmw) X HIRED AUTOS X NON-OWNED AUTOS (PwOeedNON-OWNEDt) $ X $500. DEDUCTIBLE PROPERTYAGE COMP./COLL. (Per aoddencleni)O $ ! GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO - OTHERTHAN EAACC -S AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY 1842342 O4/15/2008 04/14/2099.; EACH OCCURRENCE $ 2,000.000 X OCCUR CLAIMS MADE AGGREGATE -. $ 2,000,000 x S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND > 6874659 07/01/2007 07/01/2009 X I WC STATU• I OTH- EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ 100,000 S yes,ALPR PROVISIONS E.L.DISEASE-POLICY LIMIT $ 500,000 SPECIAL PROVISIONS Eelow OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ! CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WALL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Rosemary Fulham PMA &CORD 25(2001/08) ©ACORD CORPORATION 1988 CITY OF S.-1LEM, \ Ass.AcHusETTS BuumiNG DEPART%wNT • a• 130 W.ASHINGTON STREET,3'FLOOR TEL (978) 745-9595 FAX(978) 740-9846 KIJ(J;ERLEY DRISCOLL .LLAYOR T HOMAs ST.PIBRRB DIRECTOR OF PUBLIC PROPERTY/BUILDING CONMIISSIONER Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information i Please Print Legibly Name(Busnncss:Or6.tnimti43Nlndividu:d):. .�V�J +°I i^eunblG., �'C1 ra C"1o✓5 Address: /O Co l ft t o -S,, -� y / City/State/Zip: -112WA v\PA OAL) Phone#: l�i`1c��7�f S3i5 Are you an employer?Check the appropriate box: Ty pe of project(required): 1.❑ 1 am a=player with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have $- ❑Demolition working for me in any capacity, workers'comp.insurance. 9. ElBuilding addition [No workers'comp. insurance 5. ❑ We are a corporation and its 10❑Electrical sus or additions required.] officers have exercised thew repairs 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LEI Plumbing repairs or additions myself.[No workers'comp. c. 152.§1(4),and we have no 12.0 Roof repairs insurance required.)t employees. [No workers' 13.❑Other comp.insurance required.) •Any applicant the checks box 81 must also fill sot the section below showing their woken'compensation policy infutmadon. t I lomemsmom who submit this affidavit indicating they me doing all wok and then hire outside conttaetom must submit a new affidavit indicating such =Contt>tots that check this box must anachod an additional shost showing the name of the sub onotmeim and their umd.'comp,policy infonnotim, Ian an rrtaployer that is providing workers'cotnpensadon hisuronce for lay employees. Below is the policy and job site information :Iris, Insurance Company Name:_ s- (A> - r1 3 IS oT Policy#or Selt ins.Lie.#:_/,ai 7 V 6 55 Expiration Date:'l 1 O� Job Site Address: 17 tn>>[ lSor S-t City/State/Zip-&tV rM ,Mrs i>1 F'Z� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 2SA of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. f do herebycerdA under pains and penalties of perjury that the information provided above is true and correct Sieratttre• z-^ /� " h Date. I t� IN �g Phone#: Official use only. Do not write In this area,to be completed by city or town ojjkiaL City or Town: Permit/1.1cense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6.Other Contact Person: __ Phone#• r CITY OF S�UEM, NWSACHUSETTS • BtiIIJDLNG DEPAMCLNT 130 WASHLIIGTON STREET, 3"FLOOR TE - (978) 745-9595 FAX(978) 740-9846 KIN iBERLEY DRISCOLL MAYOR THoma ST.P[ERM DIRECTOR OF PUBLIC PROPERTY/BUILDING CO%MUSSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit # is issued with the condition that the debris resulting from this work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S 150A. The debris will be transported by: (name of auler) The debris will be disposed of in : (name of facility) Q °(address of facility) %ignature of permit applicant 1 8 D4a date dcbriwf}.dx PROJECT MANUAL FOR 15 WILSON ROAD, SALEM, MA STEEL BEAM INSTALLATIONS 30.December.2008 prepared by: Structures North Consulting Engineers, Inc. P.O. Box 8560 Salem, MA 01971-8560 (978) 745-6817 for: Roger Tremblay Contacting 10 Colonial Road, #.4 Salem, MA 01970 Drawing Index: SKS-1 Reference plan SKS-2 Section at column base SKS-3 Section at column cap SKS-4 Section at step in slab SKS-4A Section at step in slab SKS-413 Section at step apron SKS-5 Pier plan detail SKS,6- Beam end section at pier Outline Specifications 4 pages n � � � John M. Wathne, P.E. MA Reg. No. 34420 15 Wilson Road Structures North Salem, MA 30.December.2008 Outline Specifications for Steel Beam Installation General Scope of Work 0.0 The intent of this work is to provide permanent support for an existing steel beam and for the installation of an additional steel beam to allow for the construction of a garage door. 0.1 The contractor shall be solely responsible for all means and methods of construction employed on this project including all temporary bracing, support and protection of the existing structure as required to maintain safe and stable conditions. Any sequences of work or methods indicated or implied in the documents are presented only as assumptions on which the design of the permanent installations are based and are to be considered as a suggested option for review by the contractor. Contractor shall be solely responsible for maintaining the safety and stability of the structure and all adjacent structures as well as occupied spaces above the work area during construction. 0.2 Contractor shall field verify all existing conditions and dimensions and shall coordinate all dimensions. Notify the engineer of any discrepancies that would affect the installation as shown. 0.3 All work shall conform to applicable requirements of the Massachusetts State Building Code, Seventh Edition, and accepted construction practice. 0.4 Refer to sheets SKS-1 through SKS-6 for additional information and requirements. Shoring and Bracing - Requirements of Work: 1.0 Contractor shall be solely responsible for all means and methods of construction employed.on this project, and for all temporary bracing, support, and protection of the existing structure. Provide and install shoring designed to support the temporary structural loads of the supported items. 1.1 Shoring shall be of any material, which is suitable for the application. Timber shoring shall be.fully dried and all end grain shall be sealed to prevent absorption of water and associated.swelling. Shoring shall be made stable, stiff, and snug fitting so as.not to deflect under load. Pre load supported elements for snug fit only. Shoring shall deflect no more than the given span length divided by 600. 1.2 Bearing surfaces of shoring shall provide for proper transfer of loads to supporting and supported elements. 1.3 Adequate shoring and bracing shall precede structural alteration. 1.4 Screw-type shoring posts shall be provided for existing work during the removal of existing bearing walls and structural members and the installation of new structural work. D a D � a � � 15 Wilson Road Structures North Salem, MA 30.December.2008 Page 2 of 4 1.5 Temporary shores shall be placed as close as practicable to the existing structural work being removed. 1.6 Headers shall be placed across top of shoring posts and shall be snug tight against underside of structure above. 1.7 Shoring shall bear on sleepers to prevent damage to the structure below. Foundations — Requirements of Work: 2.0 Foundations are to be carried down to undisturbed natural soils having a minimum bearing capacity of 2.0 tons per square foot. The contractor shall verify the suitability of the soil to support the new structure. A qualified soils testing agency shall be consulted if for any reason the adequacy of the soil bearing capacity is in question. 2.1 Footings shall be carried down to a minimum depth of 4'-0" below finish grade; however this represents the minimum depth required for frost.protection and is not to be construed as limiting the amount of excavation required to reach good bearing material. 2.2. Make no excavations to the full depth indicated when freezing temperatures may be expected unless the foundations or slabs can be placed immediately after the excavation has been completed. Protect the bottom of footing so excavated from frost if placing of concrete is delayed. Should protection fail, remove frozen materials and replace with concrete or gravel fill, as directed, at no cost to the owner. 2.3 . Granular backfill under new structures, including slabs ri grade, is to be compacted to 95 percent in 6" lifts. 2.4 Unless noted otherwise, footings are to be centered under supported members. 2.5 . Provide 6" of crushed stone under all new slabs on grade. Refer to architectural drawings for vapor retarder, use a 6 mil poly as a minimum. Cast-in-place Concrete — Requirements of Work: 3.0 All cast-in-place concrete shall have a minimum compressive strength of 4,000- psi at 28 days. . 3.1 Reinforcing steel for concrete construction shall be ASTM A615, Grade 60. 3.2 Maximum aggregate size shall be 3/<". 3.3 Slump of concrete shall be 4" and water-cement ratio shall be 0.45 or less. ND , n �' l 15 Wilson Road Structures North Salem, MA 30.December.2008 Page 3 of 4 3.4 Concrete shall be maintained in a moist state and at a temperature of at least 40 degrees F for a period of not less than 6 days following placement. 3.5 Concrete is to be placed monolithically unless otherwise shown. Structural Masonry- Requirements of Work: 4.0 Maintain support and bracing to existing structure during work. 4.1 Provide the following materials for work on structural masonry: A. Portland cement: type 1 white and/or gray cement satisfying ASTM C150 and complying with staining requirements of ASTM C 91 for not more than 0.03 percent water soluble alkali. Mortar shall show no efflorescence when cast in a 2" x 7"x '/2' slab consisting of 1 part of the cement to be used, 2 parts Ottawa plastic mortar sand and distilled water, and subjected to a 7 day"wick test' conforming to ASTM C B. Hydrated lime: ASTM C 207, type S C. Fine aggregate/sand: sand for mortar and grout shall be ASTM C 144, washed, to match surrounding in color where visible. Sand for surface fill: clean, fine sand free of salts. D. Brick: ASTM C 216, grade SW, low absorption. Minimum strength shall be 8,000 psi; maximum water absorption shall be 8%. E. Structural mortar for masonry reconstruction and re-pointing - ASTM C 270, type S but as modified as follows to obtain the required physical properties: 1 part cement, ''/2 part hydrated lime,4'/ parts sand. F.. Chemical cleaning agent: "SureClean 600"as manufactured by Prosoco Corp. As needed for unintentional spillage of mortar and grout products on exposed finished masonry surfaces. G. Crack seal for cementitious grout injection: lime cement mortar to stay in - - place or removable caulking or jute. Structural Steel Requirements of Work: 5.0 Structural steel work shall conform to "Specification for Structural Steel Buildings" (RISC ASD 1989); or Load and Resistance Factor Design(LRFD), latest edition; "Code of Standard Practice for Steel Buildings and Bridges" (AISC 1986), and Structural Welding Code - Steel (AWS D1.1-95). 5.1 New steel products shall conform to the following: i. Steel plates: A36 rl n n 15 Wilson Road Structures North Salem, MA 30.December.2008 Page 4 of 4 ii. Steel pipe columns: ASTM A500, Gr. B iii. Steel beams: ASTM A992, Gr. 50 iv. Welding electrodes: AWS E70-XX v. Expansion Anchors: Hilti Type Kwik-Bolt III vi. Adhesive Anchors: Hilti HY150 vii. Lag Screws, Bolts to Wood: AISI/ASME B18.2.1 5.2 Expansion or adhesive anchors shall be installed after steel has been plumbed, aligned and base plates grouted solid between the underside of the plate and the top of the footing. Follow all manufacturer's specifications and installation instructions. 5.3 Shop and field welds shall be made by qualified welders and shall conform to the American Welding Society code for buildings, see specifications. All welds shall develop the full strength of materials being welded, unless otherwise noted. Field welding shall be avoided when possible. 5.4 Field cutting of structural steel or any field modifications to structural steel shall not be made without.approval by engineer for each specific case. 5.5 All structural steel (reinforcing steel for footings, embedded sections of anchor bolts and underside of base plates not included) below grade & 12" above grade shall be coated with .two heavy applications of coal-tar epoxy or Wet/Dry 700 solvent-free epoxy when ambient air temperature is at or above 55 degrees Fahrenheit. Work shall be done after steel has been installed yet before slab infill is placed. . For substitutes, submit product information for approval prior to purchasing material. 5.6 Temporary erection bracing and supports shall be provided to hold structural steel framing securely in position. Such temporary bracing and supports shall not be removed until permanent new structure is installed and completed. 5.7, Grout for beneath column bearing plate shall be proprietary non-shrink type or 4,000-psi dry-pack mortar mix. 5.8 Fabricate structural steel to proper field measurements before delivering to site. End of Outline Specifications R nD WILSON ROAD EA. 6 4B END SKS-6 SKS— NEW W12x26 STEEL BEAM 4B I I NEW BRICK PIER/ —— — — — — — FND. WALL, TOOTH 1 I z I INTO EXIST. L —J L— J ` EXIST. STONE EA. qJS-1 � FN6. WALL END w TO REMAIN NEW RECESSED SLAB, SLOPE TOWARDS WILSON ROAD EA. SIDE SKS-4 SKS-2 SKS-3 NEW W12x26 2 3 — STEEL BEAM SKS-2 SKS-3 2 x � 4A w w SKS- 4 Z R W � �l.�.REFEREN(,'E PLAN SKS-1 1 ,_D- Structures North 1�1 . CONSULTING ENGINEERS,I No. 00 ®®® 60 Washington St,Suite 401 Salem,MA.0197MM JOB NAME: 15 Wilson Road, Salem, MA T 978.745.6817 1 F 978.745.6087 "" eWcuresnGrth.com Reference plan DRAWN BY: GMN DATE. 12/30/08 SKS-1 L TYP. 0 414„x8,x8„ 0 BASE PLATE BASE PLATE PLAN _J INTERIOR FACE OF EXIST. FND. WALL 3!�"0 STD. STL PIPE COL. (4" O.D.) OR HSS4x4x% TUBE STL COL. COAT STEEL BELOW SLAB LEVEL & 12" ABOVE SLAB WITH PROTECTIVE EPDXY COATING, SEE OUTLINE SPECS CURB BEYOND, REFER TO SKS-4 FOR MORE INFO, WELDED BASE I i PLATE 1x" TO 2" DRY- L U PACK AS REQ'D l\ ° (2 MIN.) %"0 EXP. a ANCHORS, 4° MIN. EMBEDMENT IN FTG, GARAGE SLAB, REFER TO SKS-4 4 q� o FOR MORE INFO. a \ a 4 CURB FTG. ° ° BEYOND a_._. °. —X X- —X a�r O00 EXIST. CONCRETE FOOTING 000 Structures North SECTION C COLUMNn n' CONSULTING ENGINEERS,INC. 60 WashingW SL,Suite 401 !! Salem,MA 01970J517 JOB NAME: 15 Wilson Road, Salem, MA T 978.745.6817 1 F 978.745.6067 q .6tNLtuIB rth.Wm Section at column base DRAWN BY: GMN DATE:12/30/08 SKS-2 12„ A„ 12„ --IN 0 + CAP PLATE CAP PLATE PLAN EXIST. BEARING WALL EXIST. FIRST ABOVE NOT SHOWN FLOOR FRAMING FOR CLARITY 1st FLOOR C SUBFLOOR BLOCK EXIST. JOIST SOLID OVER BEAM I ,/ INSTALL STRAPPING TIGHT TO EA. FLANGE L3x3AB WEB STIFF. TO BRACE .TOP OF EA. SIDE, WELD OR STEEL BEAM (NOT BOLT TO WEB OF SHOWN FOR CLARITY) W12x26 W12x26 4„ I (1 OF 4) %"0 BOLTS I I STEEL COL. DN, SEE SKS-2 REFER TO DETAIL 2/SKS-2 INTERIOR FACE OF FOR BOT. OF COLUMN & ___....._ _:.... __ FND.. WALL FTG. INFO. Structures North ELEVATION A T C 0 L UMN rn J CONOOLTI NO ENO MEEN9,INC. JRJ 3 � 80 Washington SL.Sub 401 Salam,Mk MT03517 - JOB NAME: 15 Wilson Road, Salem, MA T 978.745.6817 1 F 978.745.6087 NWB� d B6"O"CDm Section at column cap DRAWN BY: GMN DATE:12/30/08 SKS-3 J EXIST. STONE FOUNDATION WALL PHASE WORK PER THIS DETAIL TO AVOID DE—STABILIZATION OF EXIST. WALL RESTRAIN BOT. OF WALL DURING EXCAVATION #5 DRILL & GROUT IN STONE JOINTS 16" TO 24" O.C. EXIST. BASEMENT SLAB ELEV. a. + d . a.. 5— #4 CONT. GARAGE SLAB 6x6 W2.1xW2. 1� RETAIN SOIL AT I ,. +\ 4 W.W.F. EXCAVATION _ °°00 °�00 _ z z ° ° O ° °000 ° 00 Z G O ° O —I I III �1 4„ MIN. COMPACTED EXIST. SUB—GRADE 4 SECTION 6—MIL VAPOR SKS-4 314„ - 1 , 0„ BARRIER (MIN.) Structures NoID rth �j W �j CONSULTING ENGINEERS.INC. 00 ®®® 80 Weshingl°n SL,Suite 401 Salem,ktk 019703517 JOB NAME: 15 Wilson Rood, Salem, MA T 878.746.6817 I F g78.746.6087 """'8" BenO^"C0m Section-at step in slab DRAWN BY: GMN DATE:12/30/08 SKS-4 W K OW 2 � X Ic X 00 00 w. 000 � W 3� I ° Cl- v _ ° c\JN ° v a a C O Zi if C @) U �° X . w v JWm O — Co 000 a � X�6 o 0o Zmp 0 N W m Structures North a CONSULTING ENGINEERS,INC. Q 00 ® ® �] ® 60 Washington St,suite am Salem,Kk01970-asn JOB NAME: 15 Wilson Road, Salem, MA T 978.715.6817 I F 078.745.6067 .a tuciureanoth,00nn Section at step in slab DRAWN BY: GMN DATE:12/30/OB SKS-4A NEW 12"x12 BRICK PIER BRICK WALL RETURN NEW W12x26 STEEL BEAM NEW BRICK PIER/FND. WALL TO GRADE; PROVIDE C.I.P. CONC. OR CMU BELOW GRADE, SEE SKS-4B FOR MORE INFO. TOOTH NEW CONSTRUCTION INTO EXIST. STONE uj END. WALL LZ o EXIST. STONE FND. WALL TO REMAIN C.I.P. CONC. UNDERPINNING, FIELD DETERMIND SIZE, PROVIDE A MINIMUM PAD OF 4'-0"x4'—O" x15" MIN. REINF. W/ #4 @ 6" _ --.__ O.C. EA. WAY, BOTi. 5 PLAN DETAIL Structures North CONSULTING ENGINEERS.INC. v �•�. 80 Wwhingmn SL,Sulte 401 - Salem,Rk01970J5.17 - JOB NAME: 15 Wilson Rood, Salem, MA T 978.745.B817 I F978.745.6067 """ Bhucd eB 0^"COm Pier plan detail D9N BY: G RA1MN DATE:12/30/08 SKS-5 EXIST. FRAMING & BEARING WALL L4x6x33 ABOVE NOT SHOWN FOR CLARITY (1 OF 2) %"0 HILT/ HY20 x10° LG. ADHESIVE ANCHORS . W/ 4° MIN. EMBED. 14,r r7 %"x6 rx 12' RF_ARING PLATE NON—SHRINK I' GROUT ly NEW W12x26 <t' STEEL BEAM BRICK WALL RETURN NEW 12rrx12 BRICK PIER s SECTION. . ' Structures North - CONSULTINGENOINEERS.ING - 00 ®®® 60 Washington St,Suite 401 Salem,MA.01970-3517 10B NAME: 15 Wilson Road, Salem, MA T 878.745.6817 I F 878.745.6067 xwwsWCWmatlorth.mm Beam end section at pier DRAIYN BY: GMN DATE,12/30/08 SKS-6 L