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0076 BENT TREE DRIVE
a. " r �.<t es = s+ r I"a i co. a r t �� •:p k ,� 'v§, 3 { / 1� i C t ,, ,y, <:.. ?,.... ,; w,.o ..:Y "- � .7,.tea'. ? '.?. �' ! ,y t..'r ,,, '4�, a F:v y:.� _ ' ,. `;' ;;. ';r "'"^, n r'.� �' *t- V:�' :7t,- ',.Jt, k' `� +rFY t .ry "f^ ,.. her#' G.. ✓- pr,... .71. a@.,T ._:a , ^�' .. ,..:.' tt.f...0` p :. +`. <. F F � e ,% 4 �c, sr ?... Y c s.,;,F „ .{ i :s3 ,,. + t yR Y I � a;r.I'?�rx., ;A a i., ,,i. cy�y xray '6 ,; t' .a. - y> _.. r+� ,tV..0 h .'S. .Y,.., 1, .v�l sa. .t �7. '+r n i rSr7'a 'cam k g rl?.i, .-'u. ''' -u�' .:± 3141- t, a' - '.� .k..3 t i, a � a ,y. -�w�.51, es,; + 5 _ _ a ., c1F, V 'A c �' £'A3 �_ri ^+'::8 x rekA�° a. -�e lt..., {,;.. .'c1,t `'': ;i .. 4,PS 1[ ` r i4 �'. r °` f _r...,c;' 'F,`� ram.".'h i._..s 'As: t,y, r F" ty._ppF `j'Z�,6, jti ; r 4 �- 4 . :. r: , .. .: , .. -,_q I - . ;,`,I - �, t 1 �1 i i { .{ l 4 1 �{ 1 y .. %y kr _' Yak rt M X,. 1 2 J3 .��. A t ;},� S V i Y f, 4 l .'I^ z' ;!` 1` G' „r - r. - •S 4 s -y 'n .t c r I ?, i YM1 }f i :#r e # v t i _k 4 J eb �1 --i ?, 6 . Gf 1 c ^t ` fs .. ,.d '.^5 f :'i F i t.._,,d;� r f A p t �'I I f ,f r .0 C 6 7 } t A .,Gi ,p. '.� `.4 I , 1 f b yy R E " ' F s. , , S, # I „ P , . , /20/2018 8:26AM FAX 6174815195 macdougall plumbing 2 0001/0004 s TOWN OFBARNSTABIE 2018 NC 20 AM 14 MacDougall Plumbing & Mechanical LLG 231R Willard St. Quincy, MA 02169 IVISION Phone:617-698-6740 Fax:617-481-5195 To: DATE: 12 / 'Z q/f S' FAX# SD F�,'7qo`(Pa-.3 O FROM: ►�i RE: #of pages including cover 7 Comments: 12/20/2018 8:26AM FAX 6174815195 macdougall plumbing 2 0002/0004 • Commonwealth of Massac 4WF BARNSTABLE Sheet Metal Permit Map Parcel,._ ' 701$ 07 2•(} Date_ Estimated Job Cost; Plans Submitted YES NO - 0IA/Aj j,. la Reviewed: ems. NO t3 HIU� Business License# 3�611 Applicant Lieense�,Z! l3�-3;► '('ladbbN� ��Pukn�ton) a 1. M•ayr6 it-� W.% MAr Vre2- Business In>iozmatioa: Property Owe / 7,,InformationName: �4t�e 4 Rio// {� ,•�+�r /yj��� - /. /yi lu t� N a. Pie/ Street: �gl �.,�. ,/Ipr /`_-;3 --..___--- ---, - ----S1z 7C—.%�,a,.:6— /s•�,�...----------------- City/Town: l 4�� c y G a/�S City/Town: c e,. �,//�. /'✓a Telephone: 'l 7 If - 9 7yb Telephone: Photo ID.required/Copy of Photo LD,attached: YES�, NO • sm�na►a,� J=1/�im>:eshicted.license �a.� , J-2/M-2 restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft.!2-stories or less Residential; 1-2 family � ' Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ ' Other Square Footage: wader l 0,000 sq.ft.,,_ over 10,000 sq,ft. Number of Stories: Sheet meta:work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing KitchenExbamat System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: Y ;.,�•. 1Kr.! Qf�.JC�cb l-�O00 ��r163.yS'� _ -� e��a �at�.•a:`�:•�,� • Ste" JCS - � 3 oce. l � - I12/20/2018 8:27AM FAX 6174815195 macdougall plumbing IA0003/0004 Riverside Energy Consulting 1144 Main St Brockton, MA 02301 Ph. (508)400-4186 Fax. (774) 517-5129 TOWS OF.BARNSTABLE Duct Leakage Test Results 1018C 20 PM 15 client Information Bulldine Information Name: MacDougall Plumbing & Htq Address: Z g Dr Address: 231 Willard 8t City/State/ZIP: 4 a. MA 026 Ci /State/Zio: OuinCY, MA 02169 Test Date: . 12/19/18 " Phone: Test Time; 10:00am Email: Point of Construction: 0 Rough fffi Final System#1: Location: Living Room _ Location: Kilchen T� Type of Test: 10 Total 0 to Outside Type of Test: 0 Total/0 to Outside Approx. Floor Area Served: 230 Approx.Floor Area Served: 230 CFM Leakage at 25pa: 9 CFM Leakage at 25pa System#3 - Combined Results Location: Front Guest Bed Total Conditioned floor area: s .ft. Type of Test: it Total/0 to Outside Leaka a limit: O 4% 0 6% 0 8% 012% Approx. Floor Area Served: 230 Leakaize limit: dmR25 CFM Leakage at 25pa: Total Leakage: 5 IECC Compliance: O Pass O Fail See page 2 I certify that this test was performed in compliance with applicable standards: Tester's Signature Date Name/BPI Cert: Amanda Dole- 5052580 12/20/2018 8:27AM FAX -61748151915 macdougall plumbing Z 0004/0004 r y Riversice Energy Consulting 1144 Main St Brockton,MA 02301 �T4WH :OF BARHSTA6tE Ph. (508)400-4186 Fax, (774) 517-5129 20l.8 12Oi . 8= t 5 . Duct Leakage Test Results Client Information Building Information Name: lV1acDgjjgi3ll Plumbing & Hjq Address: NA Address: Ci /State/Zip: - E. 2 2" City/State/Zip: uin(; MA 02169 Test Date: 12/19/18 Phone: 617-698-6740 Test Time: 10:00am . Email: Point of Construction: O Rough 18 Final System#1 _. r Svstem#2. . - Location: I ft 2nd FIr Qgd Location Right 2nd Fir Bad Type of.Test )0 Total 0 to Outside Type of Test: - 61 Total/0 to Outside Approx. Floor Area Served: 460 Approx. Floor Area Served: 460 CFM Leakage at 25pa: 19 CFM Leakage at 25pa: 22 Svstem#3. Combined Results Location: Total Conditioned floor area: 2407 s .ft. Type of Test I&Total/0 to Outside Leakage limit: ®4% O 6% 0 8% 01N Approx. Flocr Area Served: limit: 96 cfm 25 CFM Leakage at 25pa: Tot 7 cfm 25 IECC Compliance, Pass 0 Fail. Max Allowable Leakage: 96 elm Actual Leakage: 70 cfm Actual Percent: 2.9% Total duct leakage at 76 Bent Tree Dr meets Massachusetts.Energy Code compliance -or the town of Centerville, MA I certify that this test was performed in compliance with applicable standards: 12/19/2017 Tester's Slgrature Date Name/BPI Cart: _� Amanda Dole-505 58 i t i Anderson 781=857-1000 yy^^����'` Fax 781-8574054 nsulalgL.on—,, Inc,{e; www.andersoninsul.com 706 Broddton Ave P6'Box 2003 Abington, MA 02351 Insulation centtcato WORK AREA ITEM INSTALLED EXT,Walls2x4 R-211cynene posed Cell spray.Foam 7nsulaGon Pro Seal-3in Customer p Archwr"ight Fine Home Builders and Estate Managers: job.,Number' 607340 lob Address 76 Bent Tree Drive-Centerville, . IJate.Completed'; t-�'- Z � S" -� ' .. InstailerSigriature t Vw YfiLt SE 61d 0E 801V 18 1� mvisun ro NNOi a I i � 4 ti 1 ' a Town of Barnstable Building Post This Card So That it is Visible From the Street=Approved Plans Must be Retained on Job and this Card Must be Kept SARNSM LE. v s. Posted Until Finalanspection Has Been Made. - ��� �� �p 163 p. �� /� ,. Where a Certificate of Occupancy is Required, such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-18-232 Applicant Name: Chris Hawley Approvals Date Issued: 02/06/2018 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 08/06/2018 Foundation: Residential Map/Lot: 168-023 _ Zoning District: RC Sheathing: / Location: 76 BENT TREE DRIVE,CENTERVILLE � - Contractor Name`.- CHRISTOPHER HAWLEY Framing: Owner on Record: BELLISARIO,CATHERINE C, DAVID P& MARC Contractor License: CS-110609 2 Address: ONE FLORENCE ST -� Est. Project Cost: $75,000.00 Chimney: � . Permit Fee: $432.50 Description: Remodel Kitchen and interior finishes. f Insulation;® a Fee Paid: $432.50 Project Review Req: ..� ' Date: . 2/6/2018 Final: �Y- ... , ,,, Plumbing/Gas Rough Plumbing: _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoriing by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. T. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the_Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection _a_ _ xs� __ ._ Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: F.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth`in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the-APPLICANT-ISSUED RECIPIENT 2c � Town of Barnstable � t �RECgE�°PT HASS nac 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-232 Date Recieved: 1/24/2018 Job Location: 76 BENT TREE DRIVE,CENTERVILLE Permit For: Building-Alteration INTERIOR Work Only-Residential Contractor's Name: CHRISTOPHER HAWLEY State Lic. No: CS-110609 Address: Kingston, MA 02364 Applicant Phone: (781) 710-4446 (Home)Owner's Name: BELLISARIO,CATHERINE C,DAVID P& Phone: (781)934-2153 MARC C (Home)Owner's Address: ONE FLORENCE ST, CAMBRIDGE,MA 02139 Work Description: Remodel Kitchen and interior finishes. o �%0 Total Value Of Work To Be Performed: $75,000.00 Un Structure Size: 0.00 0.00 Q M Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Chris Hawley 1/24/2018 (781)710-4446 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $75,000.00 Date Paid I Amount Paid I Check#or CC# Pay Type Total Permit Fee: $432.50 1/24/2018 $382.50 )OM-)OM-)OM-i Credit Card 2445 Total Permit Fee Paid: $432.50 U24/2018 $50.00� XXXX-XXXX-XXXX-i Credit Card 2445 »t .E w3ry Y t Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-106266 Construction Supervisor 1 & 2 Family CARA AUPPERLEE 1478 SANTUIT NEWTON RD,, COTUIT MA 02635 C_ Expiration: Commissioner 11/28/2019 Construction Supervisor 1 &2 Family Restricted to: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS o' F,�runo�ecoea Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE Supplement Card before the expiration date. If found return to: ;26'- ` Office of Consumer Affairs and Business Regulation Registratio Expiration g T 16181 10/09/2018 10 Park Plaza-Suite 5170 �1=T � Bosion,MA 02116 ARCHW RIGH CARA AUPP�-,CEE s� p �� 16 PLANTING FIEFSOAD MARSHFIELD,NfA�OQ;50' Undersecretary Not vali wit t signature i i rt4 Yawn of Barnstable: Buffding Department Services mum B&n Moraace,CB0 BWldbg Conmissiona Mdn sir,aymds,air 02601 Vr".taw&b,n ibbm&= 509-862-4039 Far 568-WO-6230 Property Owner Must Complete and Sign This Section If ! s CAMMINE C. BELLISARIO as Owa. of the subject pwped batby antha a A MMIGH T FINE HOME BUILDERS, act on behilf in mg,=10 nkfi a to and by tbia bulging pe=k appfimfidn E= 76 Bent Tree Drive, Centerville, MA M632 {Atldttas;of Job) *ak Po01'fe=ft and alarms are the resp0n bMty of the applicant Pools are not m be filled or uttfized before fence is insitalled and all final in ections are performed and accepted. r , 1 A . Of Owner Sigaatsnce of Applit CATLUM C BE LISARIO Psmt Name - Print Nimau' January 2S. 2018 Dane _ M;�/16117 r �k �� (yye•:/�Ir �r�t.. ! . s4,y 7548 � 3Z ck 710 �--� �A 11\23 Commonwealth of Massachusetts Sheet Metal Permit Map Parcel Date: - 2/- / g a; Permit# L5 Estimated Job Cost: $ yd! � � Pe=ytleep:`$ Plans Submitted: YES NO ? 0 Plans Reviewed: YES NO �� OJ IJAH/118/A� Business License# 3 3 Applicant License- #�5 4:L t 3 f 3(0 ?lvAbtoc-, C� Po/l�+�torJ -D t�-k -ra-t- MASrLtt.I?UjAPracN AAS7-r--2. Business Information: Property Owner/Job Location Information: Name: MAc4-Poll Name: Street: a.s1 Street: City/Town: G a1,( City/Town: cc��u Telephone: j':' Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO Staff Initial J-1//(9-unrestricted license "3..) i well' ./2-stories or less J 2/M-2-restricted to dwellings 3-stones or less and commercial up to 10,000 sq. ft st , i Residential: 1-2 family Multi-family Condo/Townhouses Other i Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft.,z over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System i Metal Chimney/Vents Air Balancing I Provide detailed description of work to be done: Ifa// � /�-�s�,1�•J�/: ,may/<. ��� ���6� Sys -.w J F K ITC�-6tJ QAOCt4 OcooZ> 7Q_)erjq0c:�- 1 . i too i I f I � INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes( No❑ f If you have checked�indicate the type of coverage by checking the appropriate box below: A liability insurance poticy Idi Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the iMassachusetts General.Laws,and that my signature on this permit application waives this requirement i Check One Only I Owner ❑ Agent ❑ { Signature of Owner or Owner's Agent By checking this boxC],i hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES' NO fP,Sggms Inspections I Date Comments Final Inspection Date Comments i I r Type of License: 3y ( Master title ❑Master-Restricted ,ityrrown ❑Joumeyperson Signature of Licensee Dermit# El License Number: =ee$ Check at www.mass.govldr l i l nspector Signature of Permit Approval : ? i i 4 I w a MONW LT k : iPl,ice�lergii"T , ":,, ., T .9. t WE)A�€'Safely Cerilficate PrR$f#� '< ?�3�L���3��L 1�41iAIa,I��N �da�. t a G @e qui b 1o5s aty cyr o"tom �sla liq-'uPtis+1 I(iCTc 3 Th fog" FI L_-C4 .. F- ..c v"� 1. UK!b� P�Pi � lG��iE {,rP ate. �13stioaw rN,'.3a_ . ., ro + �. 5 ,v or " f + �� I �ei�=� ,11��� � -� r ApLumomozov 11, 16106 ;SOAP ' •b5� s�l•#JlA'9d' '� "T IL�Ia�", ', �ilili � i'X�',E�r��i •"3�'l�l�•" Ll �, • ' �y fiC?ilJ�9C tf o" 1"aff'IiZi i, " s� I « r � r - o141 O mfok {,tt s.t{ice thot ;it• i �l�s����_�i���1s�lCl.l�l=�r� {��`��=_ ���twi;"�r.�*:�;<�:r�s�, z 1 ;.< ,�` �E k>a tip� 1 �+tJi:' R ., wk Pima jai ROCK go, TWO " oit c • �.v 0.t. a Itd'.�� �.PP?. 1111 4t!_... - { d t 1 / � The commonwealth ofXfassachuseits Re utttment v IndustrialAccide its Office of'Investigations 600 iidashin5ton Streei Boston,NIA 02111 Workers* Compensation Insurance Affidavit: Builders/Contractors!Electricians/Plumbers Applicant Information Please Print U,-bl 8lil?i'Businessrt.'tr�aniz:+titgt`Inuicitivail_ MacDougall Plumbing and hilechanical i_i-C Address: -- Ci /State%Zi : Qv i nL M A O A I(o - �- Ti— — � P y, `� Phone;4: 61:'-�i98-6740 _ Are You an employer'?Check the appropriate box: — Type of project(required): 1 I on)a ctnplos r with '3 V 4. ❑ I ant it general contractor and 1 G. ❑New coP.SLP_tl'tion imployces(hall ndl:Ut part-ttme).1r harry hued tits,ttb-conttactcir=' it-led on the attached sheet. i. El Remodeling LJ I am a sole ptopnetot or pariner- T These sub-eonet ctors have slop and have no employee, S. M Demolition t «o b n_ lbr mc,in any-capacit:y. employees and hwvc%vorkers" {\o+rorkcrs'comp n.� insurance cop tnsr+uncc- 3. Building oddition-- i We ar a corporation and it_; 1U.❑Electrical repairs or additions r upt.rcd.] ❑ rP 3. I am a homeow—ncr doin•a all Nvork- ofiiccn have exerelsed their I 11.[3j Plumbing repairs or additions m 1.j\o workers'comp. riglu or exemption per\'11GL 12.0 Rnot;rcpairs insw incc rcyturctt.i.' C.1 0(?}.and«•e haVc nW 1 imipluyees.[No workers �( 1:�.❑Dtltcr comp.Lasuraoct required-1 -`Any appdcattt that checks Iwo.'-'I rnttst also titl,int the section bloc:shwaim?theirrorkcrs'mnipcn-:%i n pal icy inibnttaiion. Hmata?n'+tcrs tehu ttbaiit dii of idav it indic.uin2 thcr are c'oine air�rdr.:and then hire outside omin:i�1;-t nm.:t submit a trey;aiYUn'it indicative such. Contrac nm that ci evl.this box mastsaached an add€tiontil-lava shuirin the Manicorthe s;h-contrac.c?r..:md state%,lbether.or not those entities have employees. Irtilc>u'n cant ae!<;r have cnrnlot thermas,i)mvj&their ivnrkcr cornp-poly i nuni I ain an employer that is pravirling workers'compensation insurance for nip eu:,?leer e.c. Beloit,is the po!rcy and job site informatu:ta Tnsurancc Company Name: Liberty Mutual insurance folic,=or self-ins.I_ii.r: UVC2-31 S-3511�2-026 1=_cptration wic 3/20/2018 job Site Address: 76 Bent Tree Drive Centerville MA 02632 C•a,F Statef ip: C •-ttach a copy of the wnrker C cnmpensation polio-declaration page(shtitr•int_the policy number and expiration date). Paiture to secure coverage as re(pur.(i under Section 25A of\101 c. "_'can ieac`to die imposition ofcrinuttol penalies of-a line up to S i,500M(1 and/Or one-year imprisonment,as-ell as civil Itenahies in lira l`irm ol'a S"l OP WORK ORDER and it line ohup to S�_'5o.till a day ac-'a;nst the diolator. Bc advised that it catty ol'this ctattmeitt uak-be Cor arded to the 011-tut:ut' ladestigations of the 01A ti):r insurance cn,rcra_c vcrification. I do hereby certif,under the pains and penalties of perjury that the information provided above is trite and correct. sinnantre: �iJoll , (�Igc�.agRlG 1�-stt: 2/21/2018 Phitnc 61 t-698-6740 Official use only. Ito not write in this area,to be completed br city or town official Cite or Town: PermitiLicense r Issuing Au thority.(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk_ 4.Elcen'ic.tl Inspector Si-Plumbing Inspector 6.Other Contact Person: .phone#: OP ID:MV CERTIFICATE OF LIABILITY INSURANCE 03(MMMD ' 03/2212017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s. PRODUCER CONTACT NAME Harbour Insurance Agency,Inc. PHONE FAX P.O.Box 376 o No• Scituate,MA 020664376 nOORESS: =ER IO,MACDOU1 INSURER(S)AFFORDING COVERAGE NAIC S INSURED MacDougall Plumbing 8r INSURER A:SafetyInsurance Co. Mechanical,LLC INSURER B:LibertyMutual Ins.Co. 761 Brook St Milton,MA02186 INSURER c:Evanston Ins.Co. INSURER D: INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY F -POLICY EXP LIMITS im POLICY NUMBER MM/D MMID GENERAL LIABILITY EACH OCCURRENCE _ $ 1,000,000. A X COMMERCIAL GENERAL LIABILITY X BMA0005"2 03N212017 03/1212018 PREMISES Ma occurrence $ 100,00 CLAIMS-MADE FXI OCCUR MED EXP(Any one person) S 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG 3 INC T POLICY PRO LOC $ AUTOMOBILE LIABILITY x COMBINED SINGLE LIMIT $ (Ea acmdeM) ANY AUTO BODILY INJURY(Per person) $ $00,00 ALL OWNED AUTOS A X SCHEDULED AUTOS 6213189 05/06/2016 05/06/2017 PROPERTY DAMA BODILY INJURY(Per accident) $ 500,00 X HIRED AUTOS (PER ACCIDENT)GE $ 500100( X NON•OWNEDAUTOS $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 2,000,00 X EXCESS LIAB CLAIMS-MADEI AGGREGATE $ 2,000,00 C X CUBW6966917 0311212017 0311212018 DEDUCTIBLE $ RETENTION $ I $ WORKERS COMPENSATION I WC STATU• X OTH AND EMPLOYERS'LIABILITY B ANY PROPMETORIPARTNER/EXECUTIVE Y I N ' C7-31 S-351122-026 03/20/2017 03120/2018 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? N ,N 1 A (Mandatory in NM) E.L.DISEASE-EA EMPLOYEE S 11000100 If yyeess describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES JAItach ACORD 101.Additional Remarks Schedule,If more space Is required) PLUMBING&HEATING CONTRACTOR CERTIFICATE HOLDER CANCELLATION cITYOFB SHOULD ANY OF THE ABOVE DESCRI D POLICIES BE CANCELLED BEFORE City of Boston THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY P VISIONS. 26 Court Street Boston„MA 02108 AUTHORIZED REPRESENTATIVE ©1988-200,9 ACORD ORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD IaP Town of Barnstable 200 Main Street, Hyannis MA 02601 508-862-4038 . Application for Building Permit Application No: B-17-790 Date Recieved: 3/21/2017 Job Location: 76 BENT TREE DRIVE,CENTERVILLE Permit For: Building-Siding/Windows/Roof/Doors Contractor's Name: TROY A THOMAS State Lic. No: CSSL-09991'3.. Address: CENTERVILLE, MA 02632 Applicant Phone: (608) 32871635 (Home)Owner's Name: BELLISARIO,CATH_ERINE C,DAVID P& Phone: (150)873-7801 MARC C (Home)Owner's Address: : ONE FLORENCE ST, CAMBRIDGE,MA 02139 Work Description: Install new Maibec Cape Cod Gray shingles on entire home,Install Azek PVC on all trim,Install new Simpson Fir front& back entry doors Total Value Of Work To Be Performed: $27,801.00 , Structure Size: 0.00 0.00 SO 0. cm Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject.of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Troy Thomas 3/22/2017 (508)328-1635 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees - y Type Date Paid Amount Paid Check q or CCH Pa T Total Project Cost : $27,80100 Total Permit Fee: $141.79 3/22/2017 si41.79, XXXX-JXOC-3XXX- Credit Card 3286 . ................ ......................:.. .........:...: .... ....... ... Total Permit Fee Paid: $141.79 r - tygc 4� y�� � �� � � ��� � � "y„�•ate.�-�'�3*� _ . c.�31�,3 _ •' F � 01 0/ 10 of�► , Town of Barnstable *Permit# p� Expi,es 6 nrontlrs rom issue be -^ Regulatory Services Fee , . BAMSru3LE,. ; I r� r ,�$ Thomas F. Geiler, Director plfD MAt A Building Division 4 Tom Perry, CBO, Building Commissioner r 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid withoul Red X-Press Imprint Map/parcel Number ��3 1 Property Address nfo —_k_tjeZ_ (Z Q_&JI11LdZ.�1 esidential Value of Work l�(�5J Minimum fee of"S35.00 for work underS6000.00 Owner's Name & Address Contractor's Name__:5btk\l Telephone Number Home Improvement Contractor License# (if applicable) to( I PERMIT Construction Supervisor's License#(if applicable). 0ILI(3U2 X-P RESS ❑Workman's Compensation Insurance MAR 2 5.2013 Check one: Q"I am a sole proprietor ❑ I am the Homeowner T®�� ®� �����-����-� (�I have Worker's Compensation Insurance 1 Insurance Company Name � Ct�t� �?� '20-3 Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request (check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to t ❑ Re-roof(not stripping. Going over existing layers of roof) l - t ❑ Re-side #of doors I Replacement Windows/doors/sliders. U-Value , 3C� (maximum .44)# of windows ac, *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement,Contractors License & Construction Supervisors License is required. GNATURE: h—�� f � . f � THEr Town of Barnstable Regulatory Services • &IRNSTABLE, Mass.. Thomas F. Geiler,Director ED6 }�� Building Division Tam Perry, Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623C Property Owrie r Must Complete and Sign This Section If Using A Builder I I , J... � //, ✓ o �aJ C �t l" , as Omer of the subject property hereby authorize J'o% n ��n i1 , to act on my behalf, in all all—LLers relative to work authorized by this building permit application for. 76 (Address of Job) / + 4 Are .2 2ol Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. JOHND-1 OP ID:KG ,a►�Ro- CERTIFICATE OF LIABILITY INSURANCE DATEIkBdl0011YYY) 03n 2=3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA71ON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S} AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT; if the certificate holder Is an ADDITIONAL INSURED,the policypes)must be endorsed. H SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain potties may reWre an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement s PMOUCEER Pftone:5W77i-i632 NAME: Northwood ins Agency,Inc. Fax:508,'93-295.5 --- !— 540 Main Street,Suite 9 roe E ---LAIC No Hyannis,ILIA 02601 ADDS: .. PISURERIS)AFFORMG COYERAGE A The Norfolk&Dedham Group — �-�--- - John Dunn Aluminum and! mxom s;Associated Employers Ins.Co. Vinyl Products 80 Marie Ann Terrace INS,+tERC: � Centerville,MA 02632 INSURER o POURER E: PJSlIJUR F COVERAGES CERTIFICATE NUI BER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR I TYPE OF PaURANCE j POLICY NLOBER ! yyY 1 GENEiALLIAaLITYlEAC_HOCCUP..PaAM i 1,000, A ;-0?A14 RC1.4L GENERk.!.!AEaUTY *1051735A i 091=012109J23f2013 c ae' : a-111! cr; c 100, tJ1.A1HSMRUE 0`;l„Jk I i i i i ML��Ero!Ary fir i Per S 5,00( X Business Owners I j PER SON,-, L 4_ i ( C--E%ER:,L AG 3 BEGAT-E 'g 2,000,00 GEN'L Ar=GPEGATE LIW T Af=PUES PER PRO. 2,00 0, i t .t - t t P�_!- t S AUTOMOBILE LLA9RUTY f ' :Cr,ri5!N'`I SiNILE LIMIT . A.'W AUTO ! j t Y`;.L'i fNJJF:Y(?at a ,_x.,.:I ! ALL.MN€D I SCHEC JLEU I !?ou.LY 1N URY i? ac[s•1ea'i i !AUta.GtVNM ( I i ; AP 'Y atit.3C i NfRED AU7aS !.4nr:; g isrBRELLA LIAR OCCUR ( EAC'H t CCUPRE CE 5 EXCESS LIAR V I CtfiRAti 4.rC,�I i i j A_.GRFGATE ! [jam: RE.E.'JTR-iN I -• i WOR}CERS COMPET&ATIOAI a A-M EMPLOYERS'LIABILITY i T RY I Ua 5 E: . B I ati Fr�P!E PaR^dEPF;c ur'vt Yr-. 'WC5004658012012 (09rZ&7012;09i29f7M3 i'i f. -qri A, xr��-A-EhOEFE,JDiN !N I (r NIA! �ndataY Uf NtII `� E_.[Yi:3EASE-EA J '_3-EEi S SDD, i lr.�s,uesczb antler tt ! C 'Y_RiP'If;P:Cif GPE?A•T)(-KS I fc" E.L.CR E SE ;�'�LI!,l'UN!TI , i DESCFJrnON OF OPERATIONS I LOCATIONS I VEHCLES (Alch ACORD 101,AditonW Remarks Schedule,if more spa*Is reWre(f) CERTIFICATE HOLDER CANCELLATION JOHNDI IN SHOULD ANY OF THE ABOVE WSCRIBED POLICIES BE CANCELLED BEFORE John Dunn THE EXPIRATION DATE THEREOF, NOTICE WILL• BE DaNERED IN ACCORDANCE WITH YH E POLICY PROVISION& AUTIORIZED REPRESENTATNE `—_-----------------=---- —_ ®1988-20'f0 ACORD CORPORATION. AN rights reserved. i The Commonwealth of Massachusetts Department of Industrial Accidents ag Office of Investigations "i� 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information \ Please Print Legibly Name (Business/OrganizatiomllndividuaJ): Address: & P L[ 4a>,i k :E(aa City/State/Zip: Cglil 1 L_LJ[ CIA L�Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 2.�1 am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] of 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.[] 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 C?�OtheVt,'►.1 u tc comp. insurance required.) *Any applicant that checks box#1 must.also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: ifas Policy # or Self-ins. Lic. #:W C WLJ(6 P10 Laul;l Expiration Date: 0, Job Site Address: ?�4y-lZl.z^L �►7C� City/State/Zip: Uzv,_2,a, 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 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 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. I do hereby ertify unde the pains and penalties of perjury that the information provided above is true and correct. Si azure Date- Phone Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Massachusetts Department of Public: Safety Board of Building Regulations and Standards t n�trurtu n tiuhcnr. rr Omceof Consumer Affair.&Business Regulation L icense CS-014007 +• /6 HOME IMPROVEMENT CONTRACTOR ' Registration: 101149 Type: JOHN P DUNN ,.. Expiration: e/25/2014 Individual BOX 924/80 MARE Centerville MA 0�63V JOHN P. DUNN John Dunn 80 MARIE ANN TERR. is >n rrn+tiu�ner 05/25/2014 CENTERVILLE,MA 02632 Undersecretary i I Unrestricted - Buildings of any use group which contain less than 35.000 cubic feet ; License or registration valid for individul use only (991 m )of enclosed space. before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS N valid without signature GENERAL NOTES CONCRETE NOTES ;f '-1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL, ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301(LATEST ^ v SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: EDITION),UNLESS OTHERWISE NOTED. os7 z o A.THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL BE �d�N AGENCIES HAVING JURISDICTION. AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACI 318-LATEST EDITION,SHALLBE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. B.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS, FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM CONCRETE C.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS),LATEST EDITION. SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL ingho B..102 ,pc M.Boa. CONCRETE SHALL AIR ENTRAINED TO 5%(+/-1%). mbnM ils,MA 02648 ' - phone.508-221-2980 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS w b: ,a",g9 ....nal H L AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETES AL BE DONE IN ACCORDANCE WITH THE CO RECOMMENDATIONS OETHE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. o 0 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT m AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR 5.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60, EXCEPT WHERE.NOTED.ALL z o IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. REINFORCING BARS WELDED TO.A STEEL SECTION SHOULD BE OF WELDING GRADE.40.RUSTED BARS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND.STANDARDS FOR MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 AND .� CODE. CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS, 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED"TO PROVIDE THE FOLLOWING �. DISCREPANCY BETWEEN WHAT IS SHOWN"ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK MINIMUM CONCRETE COVER: m TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK; BOTTOM OF FOOTINGS ` FORMED SIDES OF FOOTINGS 2" 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL:BE SHOWN ON THESE DRAWINGS.THE GENERAL . FOUNDATION WALLS 1Y2" a CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL''.OR-OTHER PURPOSES AS HE SHALL PROVIDE` - SLAB ON GRADE 2"BELOW TOP SURFACE Qo ADDITIONAL FRAMING AND REINFORCING,STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM,THE OPENINGS SHOWN ON THE STRUCTURAL 10.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE PROTECTION DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S.IMMEDIATE ATTENTION FOR REVIEW. OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF z STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. O 7.FOUNDATIONS,FIRST FLOOR'AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: A.GRAVITY LOADS: 11:ADDITION OF WATER TO CONCRETE•MIXES AT THE SITE IS NOTALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND ONLY IN --GROUND ROOMS SNOW: PSF,pf=25p f ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. OTHER40 PSF BEDROOMS=30 PSF sO�Q B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-10): W �1 2O`v -WIND SPEED Vult=140 MPH; CIO FOUNDATION NOTES F�� 0 BUI DINGECATEGORY II=>IMPORTANCE - - FACTOR=1.0 - � ;• ��i�.1 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL, HAVING A MINIMUM `nt NOV p[ ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROO QVv Q W 8:-NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE ROLLED EXISTING NI.ILAR FILL STRUCTURAL DESIGN. GRA J O 2.SUBSOIL BEARING STRATA.SHALL BE FREE FROM ALL VEGETATION;LOAM,AND ORGANIC MATERIAL.ALL SILT,FILL, W TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL z FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED-AT m J THESE LOCATIONS. 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH U SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. 4.ALL FOOTINGS SHALL,BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL: w " COMPACTED TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS. BACKFILL UNDER ANY W C/) PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTORDENSITY. 5.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL F CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING. z CONDITIONS. ���{H OF.MAS 6.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED ^ O IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED. L-ARSANSEN N r o o STRUCTURAL_ G G No.50602 co o s w V=1 0 ST - SK- 1 02/23/201$ 0 PAGE I OF 5 WOOD FRAMING NOTES H T 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOIST SHALL BE CONSTRUCTION"(NDS),AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE FULL DEPTH BLOCKED AT THE SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON N z CONTENT SHALL BE 19%. DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING. °Q�" F� 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE 21.USE NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0:6 PCF IN ACCORDANCE WITH AWPA JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. C3. t 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD 'n hou Pc i g se. 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING DECKING STAIRS RAILS BRACING, ETC.SHALL BE`PRESSURE TREATED ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.WOOD'GLUE TO BE CONTECH,INC., PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED PO Bex102 M.....MR1.,M 026 8 WITH ACQ PRESERVATIVE;OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. EQUAL. phone:808-221-2980 ' - web:. .inghouae.net 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH o o > HOT DIPPED GALVANIZED.ORSTAINLESS STEEL. END AND/OR TO THE EXTERIOR WALLS. 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE 24.ALL SILLS AND TOP WALL PLATES SHALL BE'DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL BE o GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN.DRY. PRESSURE-TREATED, ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS. MANUFACTURED BY BOISE CASCADE. ' 25. BUILT-UP BEAMS(3'PIECES:MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED:TOGETHER WITH 2 ROWS OF 10d VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI,AND MINIMUM AXIAL COMPRESSIVE ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED ON THE STRENGTHFc=3,000 PSI;AND MINIMUM MODULUS OF ELASTICITY(E)=1,800,000 PSI.SIZE OF STUDS AND COLUMNS PER PLAN DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. SPECIFICATIONS. 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS } 6.LUMBER WHICH IS SPLIT;CRACKED NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR:316 STAINLESS STEEL. ALLOWED FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 27.ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED Q 0 w 7: PE THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE WITH MANUFACTURER'S NAILS. 0 0 0 GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: .28.PLYWOOD FLOOR;ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER. MIN.FASTENERS SHALL BE 8d DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 1-%"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.). -FLOOR JOISTS&BEAMS: I-JOIST AND LVL PER SPECIFIED MAN UFACTURER.MODEL AND/OR STRENGTH PANEL PERIMETER FASTENING SHALL BE 4"OR 6" ON CENTER STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF,OR FLOOR DIAPHRAGM Z -TYPICAL FRAME WALL STUDS: #2 SPRUCE PINE FIR: FC=1150 PSI,E=1.4E6 PSI NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON CENTER(OR AS OTHERWISE SHOWN ON _ p -TIMBERS AND POSTS: PER PLAN SPECIFICATION FOR SIZE AND STRENGTH DRAWINGS). JOINTS IN ALL SHEATHING SHALL_BE STAGGERED,EACH DIRECTION. 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE _ - IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. p 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE COMPRESSION,STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF 30.IN NO CASE SHALLJOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE Lz ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO . MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. oC FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS,IF NOTED AS"LVL(2.OE)",PROVIDE LVL WITH ALLOWABLE BENDING STRESS(Fb) p. OF 2,600 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000;000 PSI. 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,'ETC:SHALL CONFORM TO THE LATEST EDITION. < W OF THE NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). J 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC Ljj Z CORPORATION OR APPROVED EQUAL. m -J 12.WHERE DIMENSIONALTRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE - c ENGINEER. J W 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. z Cn 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. - - o 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. z 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS.AS FOLLOWS: _ OH OF M� INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X10 y>`� G. 18.UNLESS OTHERWISE NOTED,AT THE ENDS OF ALL BEAMS, HEADERS;AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH LARSJENSEN o �� • IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"AT THE INTERIOR WALLS AND 6' AT THE o STRUCTURAL C EXTERIOR WALLS. _ -. No.5p6W2- i o o w - A d N .�• 19.USE Y4"THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,$"THICK"EXTERIOR GRADE" PLYWOOD ROOF SHEATHING,AND Y2"'EXTERIOR GRADE"PLYWOOD AT ALL WALLS, UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE O � a SK- 1 BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. 02/23/2012 m : PAGE 2 OF 5 ' 10"DIA.CONCRETE SONOTUBES, 2'-3i/z"± REINFORCE W/(1)-#5 VERTICAL _ BAR.AT CENTER,PROVIDE 24" 00, DIA.BELL FOOTING,E.G.BIGFOOT W/B.O.FTG AT 4'-0"BELOW 6 o Ns 9 e FROST DEPTH,(2)TYP. 4 J 0 " PROVIDE P.T.6x6 POSTS,TYP. 6 - - e z ` x O Nvl 1 w 5 �,. OQ inghouse.Pc a 1 KJ - '� P.O Box 102 M Mantona Mdln,MA026L8 +I O ' O Wl l7 N W PO TABO .E,SE 2ND Ode' phe"e W8.M1-2vgo 1 - web wwwinghouee.nel 00 • OJ ' �w '�'-' FL OR F AMIN PLAN 00 m rL— — Vo �Qcl 2x6 @ 16"O.C.FLAT FLOOR JOISTS,OVERFRAME,PROVIDE%4" 6 THICK APA RATED PLYWOOD y+4i 2 6„ 3 SHEATHING,TYP.,NAIL W/8d NAILS @ 4"O.C.,TYP.AT 1' \��' SIL LATEo m PERIMETERS.&6"O.C.IN FIELD z Q o 0 w' 0 J O X W z z O Q J � o----L-----A'a' __l---------- ------z � � j ---- ---- ----- ---- ---- --- ---- ----- ---- ---- ---------- ---- ---------- ---- ---- ----- NEW POST ABOVE,SEE 2ND m FLOOR FRAMING PLAN CSC KEY NOTES: L a C) 5Y4"x3Y2"VERSA-LAM 1.8(2750)ENGINEERED WOOD POST(BELOW),CONNECT LVL BEAM BELOW(SEE KEYNOTE w O #3)VIA.(4)-6"LONG TIMBERLOK SCREWS TO POST,DRIVEN FROM POST SIDE W/2"EDGE DISTANCE AT APPROX. 30 DEG.DOWN INTO LVL SUPPORT. z 1ST FLOOR FRAMING PLAN SIMPSON"CCQ5-4SDS2.5"POST CAP,CONNECT TO NEW LVL BEAM VIA.(16)-�/4"x2�"SDS SCREWS AND TO POST u � VIA.(14)-Y4°x2Y2"SDS SCREWS.SPLICE LVL AT CENTER OF CAP,TYP. > DC Scale: 1/4"=1'-0" 3 0 � 3 PROVIDE_A 2'-6' LONG,CONT.(2)-1/".x 5Y2"LVL ATOP THE BEARING WALL SILL PLATE(BASEMENT FLOOR w LEVEL),CENTERED ON THE NEW LVL POST.CONNECT LVL PLIES VIA 3".TIMBERLOK SCREWS STAGGERED AT 6" O.C.,TYP.W/2"EDGE DISTANCE,TYP. z LEGEND: b CONNECT 2x LEDGER VIA.5"LONG LEDGERLOK SCREWS STAGGERED AT 12 O.C.TO 2x RIM JOIST,WALL PLATE, ��IVA OF 41 ETC.WOOD SCREW MUST HAVE FULL EMBEDMENT OF THREADS INTO SUPPORTING FRAMING STRUCTURE,TYP. S� PROVIDE 2"EDGE DISTANCE AT TOP AND BOTTOM OF 2x,TYP.ALL LEDGERLOKS. p� Gy � W G � o ® ®® 2x BUILT-UP/ENG.WOOD COLUMNS BELOW O WALL BELOW � L'ARS JENSEN N � a � R e-- ----, SIMPSON"LUS26",NAIL FACE W/(4)-10d AND JOIST W/(3)-10d,ALL COMMON WIRE NAILS(0.148"DIA.) o STRUCTURAL my+ G j ®® 2x BUILT-UP/ENG.WOOD COLUMNS.ABOVE -_--------__a WALL ABOVE No. o 8 50602 (NOTE:MIN.NUMBER OF BUILT UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN. SIMPSON"HUC26-2"CONCEALED FACE MOUNT HANGER,NAIL FACE W/(8)-10d,AND JOIST W/(4)-10d,ALL �p0- GIST L " COMMON WIRE NAILS(0.148 DIA.) N FRAMING HANGER,SEE KEYNOTES FOR DETAILS SIMPSON"H2.5A"HURRICANE CLIPS AT EACH FLOOR JOIST TO DROP BEAM CONNECTION,TYP. S O E K- 1 — — — : FULL DEPTH SOLID BLOCKING 02/23/2019 m t � PAGE 3 OF 5 9. PARTIAL 2ND FLOOR FRAMING PLAN Scale: 1/4"=1'-0" LEGEND: inghouse,Pc - P.O.Box 102 - - Manton.W h,M 026 8 .. - .. - Phone:508-221-2980 ® ®® 2x BUILT-UP/ENG.WOOD COLUMNS BELOW O WALL BELOW w b.. �w.,9ho.....« 00 2x BUILT-UP ENG:WOOD :COLUMNS ABOVE ----------- 7 7 / -----------� WALL ABOVE o 0 (NOTE:MIN.NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) N z o - FRAMING HANGER,SEE KEYNOTES FOR DETAILS - - - FULL DEPTH SOLID BLOCKING OVERFRAMED ROOF: . . „�. ... ..- . �, ,• . > ;> . . .., _ °: ,, _. `� - SHEATH_ FLAT ROOF FRAME W/5/"THICKAPA RATED PLYWOOD SHEATHING,NAIL•W/8d _ _ SAME SHEATHING NAILING F OOF ANNULAR RI � _. r PROVIDE THE - --- LEDGER 11 ,i \ OVERFRAMENS G Z z NAILS @ 8"O C AT ALL PANEL EDGES AND IN FIELD,TYP. HING AND ITS N NG FOR FLNAL'R GEOMETRY OF i p � .: w CONNECTION 1 I: i i _ 2 ✓ o a o a Y NOTES:KEY O S w' Lu w SIMPSON"LUS26",NAIL FACE W/(4)-10d AND JOIST W/(3)-10d,ALL COMMON WIRE NAILS(0.14w,DIA) - hu a LSO O I I CONNECT 2x LEDGER VIA.5"LONG LEDGERLOK SCREWS STAGGERED AT 12"O.C.TO 2x.RIM JOIST,WALL PLATE, Q - _ ` 4 ETC.WOOD SCREW MUST HAVE FULL EMBEDMENT OF THREADS INTO SUPPORTING FRAMING STRUCTURE,TYP. ^ � 6i' z �gc° a i PROVIDE 2"EDGE DISTANCE AT TOP AND BOTTOM OF 2x,TYP.ALL LEDGERLOKS. O z �5�� TYP. a- SIMPSON"HHUS210 4",NAIL FACE W/(30) 16d AND JOIST W/(10)-16d,ALL COMMON WIRE NAILS(0.162"DIA.) Ce 3Y2"x3Y2"VERSA-LAM 1.8(2750)ENGINEERED WOOD POST(BELOW),CONNECT(3)PLY LVL BEAM ABOVE VIA. O (4) 1%4"x 9�' �2.ffl `' SIMPSON"ECCQ5-4SDS2.5"COLUMN CAP CONNECTOR,FASTEN AT HEADER VIA.(16)-X"x2%"SIDS SCREWS AND. OC z t 2x6 @ 16"O.C.FLAT �� �� �� �� ._. �� a�_ U- ...__. _�� AT POST VIA. (14) �"x2Y2"SDS SCREWS. . _ Q ROOF RAFTERS, �r ]r _1r �r Ir -I .' �'r- OVERFRAME W/FINAL oa J Q ROOF GEOMETRY -5" AX.C R. 3 � J cC iD d!w Z�z m (5)-2x4 BUILT-UP TYP. ", t- Q _ eC POST(BELOW) C. Zn N O �w � �S4 '� Q m- Q —- < LL . \S x —�N Q 1 - N w a J - C Y:01 � Om Na Z J --- o � \S GC SHAL FIELD VERIFY THAT W NEW(3) LY BEAM DOES NOT `O SUPPOR POINT LOADS FRO ZH N OF M,�. STAIR LA DING AREA AT a?� G F a F -1 RUCTU G G F � LARSJfNSEN - -- J o STRUCTURAL iE=W) j W W µ w k v No.50602 0 0 �G/S � SK (3) 2x4 BUILT-UP _� 1 N W POST(BELOW) 1 0 02%23/201$ m - p PAGE 4OF 5 NEW FLOOR FRAME @ ° "BUMP-OUT",SEE PLAN NAILY2"THICK PLYWOOD WALL SHEATHING W/(2)-ROWS OF 8d AN I ANNULAR RING NAILS TO inghouse,pc PERIMETER JOISTS,TYP.ALL SIDES .•,.. M rB 10 m Mdls,MA02648 o. • - - - phone:5 8-221-2980 ' - web.'. www.inghouse.net- SIMPSON"PC6Z"FILL ALL HOLES00 r W/10D NAILS,TYP.EACH POST 7 7 P.T.6x6 POST N z o • - ,. . _ $"DIA.(H.D.G.) __ TO CENTER OF DROP BEAM THRU-BOLTS. = CONNECT EA.END W/(3)-411 LONG TIMBERLOK SCREWS,TYP. (H.D.G.)POST BASE W/ P T.2x6 BRACE . } o m 10"DIA: z G SONOTUBE - in— a 0 a� v o a o 0 • (1)45 VERTICAL BAR. \ ° @ CENTER OF SONOTUBE - e Q: - w O 8 Z 0 Lu 24"BIGFOOT FOOTING oc LL .eke. n k i - + _ - • O LA i LLJ etu - - FRAMING SECTION @ "BUMP-OUT w U • � Scale: N.T'.S(SCHEMATIC ONLY) � Z IVA OF S 2 w o .. �o L.ARS JENSEN � a o STRUCTURAL C 1 No.50602 o o w a a� �GIsT • N SK- I 02/23/2019 m " • + p PAGE 5OF 5 GENERAL NOTES CONCRETE NOTES 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK,,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301(LATEST SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS: EDITION),UNLESS OTHERWISE NOTED. r O A.THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND,GRAVEL AGGREGATES.CONCRETE SHALL BE N AGENCIES HAVING JURISDICTION. AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS;WHEN TESTED IN r ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI B.ACI'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI.318-LATEST EDITION) � 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS, PIERS,ETC:;SHALL BE 4".THE MAXIMUM CONCRETE C.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), LATEST EDITION. SLUMP FOR SLABS.SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND INTERIOR DECK SLABS.ALL Pnghouse,p. CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-191.). Ma-ons Mills,MA 02648 phone:$08-221-2980 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS web: wwwinghcose.nel AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE 00 � . RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. o 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT o AND DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE CONTRACTOR 5.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60, EXCEPT WHERE NOTED.ALL o z IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL'BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR a MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING ' 9.DETAILING OF CONCRETE REINFORCEMENTAND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI:PUBLICATION 315 AND CODE. CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING DISCREPANCY,BETWEEN WHAT IS-SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK MINIMUM CONCRETE COVER: r m TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. BOTTOM OF FOOTINGS 3 co -FORMED SIDES OF FOOTINGS 2" a 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BESHOWN ON THESE DRAWINGS.THE GENERAL FOUNDATION WALLS 1�' CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS,FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE SLAB ON GRADE 2" BELOW TOP SURFACE - ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWWON THE STRUCTURAL 10.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED. PROVIDE PROPER CONCRETE PROTECTION DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL CURRENT ACI CODE OF z - STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES.: O 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: A.GRAVITY LOADS: _ 11 ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED EXCEPT FOR SUPRERPLASTIC ZEDMIXES,AND ONLY IN GROUND SNOW:.pg=W PSF,pf=25psf ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. OTHER ROOMS=40 PSF BEDROOMS=30 PSF B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-10): cA W -WIND SPEED=Vult=140 MPH; DC -EXPOSURE"B„ I �' Q -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 tV ` I 8. NOTIFY W THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE - Q STRUCTURAL DESIGN. CD J 0 STRUCTURAL STEEL NOTES` STRUCTURAiSTEELNOTESCONTINUED: m Z. 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: 4.ALL WELDING SHALL CONFORM TO.THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).ALL SHOP p¢[ AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. . ASTM A36 ALL ANGLES;CHANNELS,PLATES AND MISC.FRAMING MEMBERS; F-- UNLESS OTHERWISE NOTED,.(MINIMUM YIELD STRENGTH FY=36,000 PSI). 5. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM:TO ASTM A233.(CLASS 70)..ALL WELDS NOT SHOWN M V SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. J ASTM A307 GR:"A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. ' 6:SPLICING STRUCTURAL.MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. F ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. w 7. DURING THE CONSTRUCTION,PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY, ASTM A500 GR."B" ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD STRENGTH FY=46,000 PSI). TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF c CONNECTIONS;STEEL FRAMES,SHEAR WALLS AND FLOORS. ASTM A572 OR A992 ALL W SHAPE BEAMS(MINIMUM YIELD STRENGTH FY=50,000 PSI). w 8.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL z ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR LOAD RESISTING ELEMENTS IN THE BUILDING.-THE STABILITY OF THE FRAME DURING ERECTION IS THE CONTRACTOR'S STAINLESS STEEL RESPONSIBILITY. 3 FH OF MA, w 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM 9.ALL STEEL SHALL RECEIVE SHOP APPLIED PRIMER PAINT. �, LABS JENSEN N !' Q F COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION rl THICKNESS OF THE GROUT SHALL BE 1Y/Z INCHES. 10.TORCH CUTTING OR HOLE BURNING.IS NOT ALLOWED. G r~ SNU iS060 .� o o W . 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC 11.CONTRACTOR MUST SUBMIT DETAIL OF SHEAR CONNECTION BETWEEN W-BEAMS FOR SHOWN CAPACITY-ON PLAN Pp' FGisT. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. FOR ENGINEER OF RECORD REVIEW AND WRITTEN APPROVAL. Era ' o CC 01: zoos PAGE I OF 5 WOOD FRAMING NOTES b.a MM il.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD 20. PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION. EACH END OF EACH JOIST SHALL BE ys FULL DEPTH BLOCKED AT THE SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON CONSTRUCTION"(NDS),AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE �0 CONTENT SHALL BE 19%. DRAWINGS.BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING. 2.PRESSURE TREATED WOOD:MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS, PLATES,ETC.)SHALL BE 21.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER PRESSURE TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. C3. e . 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD inghous .� 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING, ETC.SHALL BE PRESSURE TREATED ASSOCIATION (A.P.A.)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH, INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED MP. Bcm. Ma.B..1 2 MA 02648 WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. EQUAL. ph-e=ii 1.2980 web: www�nghouse net 4.ALL CONNECTORS,CONNECTIONS,FASTENERS;ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH N > HOT DIPPED GALVANIZED OR STAINLESS STEEL END AND/OR TO THE EXTERIOR WALLS. o z 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND.SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER LAPPED.SILLS AGAINST CONCRETE SHALL BE o GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. PRESSURE-TREATED. ALL WOOD WALL FRAMING(STUDS,:SILLS, PLATES, BRIDGING, BLOCKING ETC.SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. 25. BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d VERSA-COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER BENDING STRESS Fb=2,750 PSI;AND MINIMUM AXIAL COMPRESSIVE: ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE:NOTED ON THE STRENGTH Fc=3 000 PSI;AND MINIMUM MODULUS OF ELASTICITY(E)=1,800,000 PSI.SIZE OF.STUDS AND COLUMNS PER PLAN DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER. NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. SPECIFICATIONS. 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS 6.LUMBER WHICH IS SPLIT CRACKED NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. '� m w z ALLOWED FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. w 3 27.ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES.WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES, FULLY FASTENED o a o 0 7.:THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THESPE.CIFIED USE.ALL LUM.BER.SHALL BE WITH MANUFACTURER'S NAILS. GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER. MIN. FASTENERS SHALL BE 8d ie DIMENSIONAL LUMBER(FOR.NON-EXPOSED MEMBERS): COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 1 s"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.).. -FLOOR JOISTS&BEAMS: I-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH _; PANEL PERIMETER FASTENING SHALL BE 4"OR 6" ON CENTER STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM Z -TYPICAL FRAME WALL STUDS: #2 SPRUCE PINE FIR: FC=1150 PSI,E=1.4E6 PSI NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON CENTER(OR AS OTHERWISE SHOWN ON O -TIMBERS AND POSTS: PER PLAN SPECIFICATION FOR SIZE AND STRENGTH DRAWINGS). JOINTS IN ALL SHEATHING SHALL BE STAGGERED, EACH DIRECTION. 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION. ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. Q 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM z ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL.BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF 30.IN NO CASE SHALLJOISTS; RAFTERS, BEAMS, POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE W ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVL'S IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REFER TO MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. DC FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS,IF NOTED AS"LVL(2.0E)",PROVIDE LVL WITH ALLOWABLE BENDING STRESS(Fb) O . OF 2,600 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI. FOUNDATION NOTES 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING, BRIDGING,FIRESTOPPING, ETC.SHALL CONFORM TO THE LATEST EDITION 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL;HAVING A F- OF THE NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE J 1i.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CONSIDERED TO BE PROOF ROLLED EXISTING GRANULAR FILL. OZ CORPORATION OR APPROVED EQUAL. •- 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL SILT, J 12.WHERE DIMENSIONAL-FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4" FILL,TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE � SITE AT ALL FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL � CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. BE SUBSTITUTED AT THESE LOCATIONS. U 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION, INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. 3. IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING w , PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE CAPACITY THAN 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE �C ENGINEER. REMOVED AND REPLACED WITH SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL w F-- ENGINEER. 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. w 4.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL. 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. o COMPACTED TO 95/o MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL � 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8" LIFTS OF 9S% MODIFIED PROCTOR DENSITY. z w m 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: 5.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X10 TN O.F S CONDITIONS.CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL M,� W OF EXISTING SITE SOIL CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF 18.UNLESS OTHERWISE NOTED,AT THE ENDS OF ALL BEAMS, HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH LARS JENSEN SUFFICIENT BEARING CONDITIONS.IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"AT THE INTERIOR WALLS AND 6"AT THE o STRUCTURAL W w EXTERIOR WALLS. 6.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR " No.50602 co d a SLABS PLACED IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED. -o0 19.USE 3 THICK TONGUE AND GROOVE"EXTERIOR GRADE PLYWOOD FLOOR SHEATHING,$"THICK"EXTERIOR GRADE" PLYWOOD F /ST /4'` ��s S-2 ROOF SHEATHING,AND Y2""EXTERIOR GRADE' PLYWOOD AT ALL WALLS, UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. t 3 ZD1 ® PAGE 2 OF 5 10" DIA.CONCRETE SONOTUBES, 2'-3Y2"± REINFORCE W/(1)-#5 VERTICAL C BAR AT CENTER,PROVIDE 24" � C DIA.BELL FOOTING,E.G.BIGFOOT " " W/B.O.FTG AT 4'-0" BELOW 6 °s FROST DEPTH,(2)TYP. 4 0� H PROVIDE P.T.6x6 POSTS,TYP. 6 41 G z \ _j P�x_\ O +Io a Ln ; �Jo 3 Q in. ,PoO p B102N L �J1 M rs Mills,MA 0e2 648 0 O N WPO TABO E,SE 2ND ph.-508-221 hom. O 19 ' Nw FL OR F AMIN 3 PLAINz LUko NOTE:PST AB MST w Q oWe : o Nz " Nw BE PLACEWITH N MIDDLE r J �� „) J 3 D OF EADE CLR. PAN p� z l u 0/ , F_ 0 \ "'o Lr) L �� � � � @ 7Zi — y Uj Z to N 4i a 2x6 @ 16"O.C.FLAT FLOOR JOISTS,OVERFRAME,PROVIDE%4" 6 C ! THICK APA RATED PLYWOOD y+4i 2 O` SHEATHING,TYP.,NAIL W/Bid p -rJ NAILS @ 4"O.C.,TYP.AT 1 \� U:..o m PERIMETERS&6"O.C.IN FIELD w z z C' a o 0 • 7 W oC Z I � Q CL. _ . � � ----- ---- ---------- ---- ---- ----- - ---- -- -- -- L- ----- ---- ---- - --- ---- ---- ----- ---- ---- - ------� 11 J V LU NSS 42 COL ABOVE,PROVIDE(0'-10"x0'-6"x%" - 1ST FLOOR FRAMING PLAN lam Q BASE PLATE,SECURE VIA.(2)-5/8"DRILL AND _ Scale: 1 4°-1'-0 EPDXY BOLTS W/8".EMBED DEPTH TO EXISTING KEY NOTES: 2: - CONC.FDN WALL BELOW,USE SIMPSON"AT-XP", �C OR HILIT HY200 ADHESIVE C _. 1 :...not used , - w c» o o: z (5)-2x4 BUILT UP POST DIRECTLY BELOW NEW LVL HEADER,ADD(2)-2x4 PLIES ON EACH SIDE WITHIN HALLWAY (~ WALL,USE 8"LONG TIMBERLOK SCREWS @ 8"O.C. FROM EACH FACE TO CONNECT PLIES,TYP. .' DC bcc3� ie LL CONNECT STub PLIES WITH 8"TIMBERLOK SCREWS @ 8"O.C.FROM EACH END,TYP. STL CONNECTION DETAIL AT HSS BASE PLATE TO ~ CONC.FOUNDATION WALL m LEGEND: b CONNECT 2x LEDGER VIA.5"LONG LEDGERLOK SCREWS STAGGERED AT 12"O.C.TO 2x RIM JOIST,WALL PLATE, �{N OF* ETC.WOOD SCREW MUST HAVE FULL EMBEDMENT OF THREADS INTO SUPPORTING FRAMING STRUCTURE,TYP. �+ t+ w PROVIDE 2" EDGE DISTANCE AT TOP AND BOTTOM OF 2x,.TYP.ALL LEDGERLOKS. ;IARS JENSEN J � w ® �® 2x BUILT-UP/ENG.WOOD COLUMNS BELOW O WALL BELOW ~ STRUCTl1RAL ' ` ' G G ~ =fir 2x BUILT-UP/ENG.WOOD COLUMNS ABOVE' b ` SIMPSON'TUS26';NAIL FACE W/(4)-10d AND JOIST W/(3)-10d,ALL COMMON WIRE NAILS(0.148" DIA.) t---------- WALLABOVE WO 50602 cc _ (N OTE:MIN.NUMBER OF BUILT-UP WOOD POST PLIES SHALL BE CONSTRUCTED AS SHOWN ON PLAN.) $IMPSON"HUC26 2"CONCEALED FACE MOUNT HANGER,NAIL FACE W/(8) 10d AND JOIST WJ(4)-10d,ALL gPp�.�F a v GIST 4, COMMON WIRE NAILS(0.148"DIA.) S FRAMING HANGER,SEE KEYNOTES FOR DETAILSC_ J t � - SIMPSON"H2.5A" HURRICANE CLIPS AT EACH FLOOR JOIST TO DROP BEAM CONNECTION,TYP.: — — — FULL DEPTH SOLID BLOCKING 019 t 03 0 PAGE 3 OF 5 PARTIAL 2ND FLOOR FRAMING PLAN _ 1 _ LEDGER CONNECTION Scale: 1 4tt -0t 2 _ inghouse,Pc 102 Mill&MA 02646 (7, i 1-2980tgh a net LLI 0 / QO - O O LLJ X E9 uj �= O X iN Z Q �@ — _°—� LEGEND: N ti� x z . i` .` \5��� TYP. rAR UP/ENG C S B WALL BELOW 2x BUILT .WOOD OLUMN ELOW2x BUILT UP/ENG.WOOD COLUMNSABOVE ----------_I WALL ABOVE W6 20 LBE M -------- (PLA EBEA BO OMF US THE ISTIN FL R JOIS S� 4O (NO R 8 ILT- P WOOD ST L E O U LAN.) mTE:MIN.NUMBE OF U U PO P 1 S SHALL BE C NSTR CTED AS SHOWN ON P2x6 @.16"O.C.FLAT JL JL JLJL JL._ ,_- L- ,_...JL.:,: JL._,.: LImROOF RAFTERS, -ir -ir -ir -tr tr` tr ""i'r` "�`r i`r""' "�r C NNE EXIST CM-2x8T0 : FRAMING HANGER,SEE KEYNOTES FOR DETAILS3 OVERFRAME W/FINAL S L BE M 5 E PA KED -0F S EE BEAM VIA. Q ROOF GEOMETRY 15'6"M CLR , C N Ifi ONG IMBE K SCREWS AT. — - — FULL DEPTH SOLID BLOCKING. p p _ .C,S AGGE D (5) 2x4 BUILT-UP �1 SCRE S MI PROVIDE 2" OVERFRAMfD ROOF: POST(BELOW) TYP. �P E DIS ANCE AT TOP AND SHEATH FLAT ROOF FRAME W/5/"THICK APA RATED PLYWOOD SHEATHING,NAIL W/8d ( ) 4 O JL BJL OMLFMJ BERS,TYP: CONNECT STL BEAM : - S� °C JL E SHE AND LING E AL R GEOMETRY OF ANNULAR RING NAILS @ 8"O.C.AT ALL PANEL EDGES AND IN FIELD,TYP PROVIDE THE SAME SHEATHING ITS NAILING FOR FIN ROOF G METRY �. VIA.(2)-4"LONG O Z EXISTING FRAMING 1 m O _ OVERFRAME. TIMBERLOK SCREWS O� x - THRU HOLES IN: OFF HA Q Cc 3 a a BOTTOM FLANGE TO O POST BELOW,TYP. 1 t, @ KEY NOTES: f - N • �• W J ULL D TH S ID oC P L � lei BLOCKING 24"D.C. z SIMPSON"LUS26 NAIL FACE W/(4)-10d AND JOIST W/(3)-10d,ALL,COMMON WIRE NAILS(0.148";'DIA.) Q BTW EXIST NG FLOOR N 10 STAN NE STL w CONNECT 2x LEDGER VIA.5"LONG LEDGERLOK SCREWS STAGGERED AT 12"O.C.TO 2x RIM JOIST,WALL PLATE, Z EAM; P. ETC.WOOD SCREW MUST HAVE FULL EMBEDMENT OF THREADS INTO SUPPORTING FRAMING STRUCTURE,TYP. PROVIDE 2"EDGE DISTANCE AT TOP.AND BOTTOM OF 2x,TYP.ALL LEDGERLOKS: J PROVIDE ALL-WELDED DOUBLE-ANGLE SHEAR CONNECTION(SEE AISC13TH EDITION,TABLE 10-3,P.10-48) Lu LL 3�"x3�"VERSA-LAM 1.8(2750)ENGINEERED WOOD POST(BELOW),CONNECT STL BEAM ABOVE VIA.(4)4" O LONGERL S T POST O ES I M F EN BE 4 TIMB OK SCREW O LVL P BELOW,.'PR VIDE HOLES N BOTTOM FLANGE AT END. STL AM J L.L HSS4x2x Y4 TUBE STEEL COLUMN(BELOW) Q 1Y2"-L W-BEAM z TO HSS COL SOLID WEB BLOCKING W/2x DIMENSIONAL LUMBER AT STEEL BEAMS: z N PROVIDE SOLID 2x DIMENSIONAL LUMBER BLOCKING AT FULL DEPTH OF STEEL BEAM WEBS. --� W6x20 CONNECT VIA.Y2"DIA.ASTM A307,GR."A"THRU BOLTS AT 16"O.C.STAGGERED,TYP.THRU BOLTS SHALL HAVE > Q BOTTOM FLANGE HARDENED WASHERS ON EACH WOOD FACE,COUNTERSINK AS NEEDED. o � Q FULL HEIGHT STIFFENER PLATES, w IN WEB OF W6x20 WELD ALL H Of'ly�� N s AROUND W/3/16"FILLETS,TYP. LARS JENSEN N a i- Q 6"CAP PLATE O STRUCTURAL �' G G U -+ r CL No.50602 � o o w a CONNECT BOTTOM FLANGE OF a. p� a a W6x20 TO Y2"THICK CAP PLATE VIA. (4)-3/4"DIA.ASTM A325 THRU S O .0 C /� -' BOLTS,SNUG TIGHTEN BOLTS,TYP. d J—T STL CONNECTION DETAIL AT HSS TO W-BEAM 019 s ® PAGE 4 OF 5 NEW FLOOR FRAME @ [ "BUMP-OUT",SEE PLAN •a .� C6 �,. NAIL1/z'THICK PLYWOOD WALL I SHEATHING W/(2)-ROWS OF 8d ANNULAR RING NAILS TO inghouse.Po PERIMETER JOISTS,TYP.ALL SIDES — -•. r.o.e,.loi •,;•, Marst9ns Mills,MA 0264E - .. _ .. phone:508-221-2980 - - web: www.inghe.se.net SIMPSON"PC6Z".FILL ALL HOLES00 W/10D NAILS,TYP.EACH POST o 0 P.T.bx6 POST o z i SIMPSON CB66 (H.D.G;)POST BASE W/ P T 2x6 BRACE 5 == TO.CENTER OF DROP BEAM /s'� DIA.(H.D.G.) THRU-BOLTS: _ CONNECT EA."END W/(3)-4": LO BE }• NGTIM RLOKSCREWS TYR N0 — r o' .a • 10"DIA. SO TUBE z d .. a. - . (1)-#5"VERTICAL BAR @ CENTER OF SONOTUBE d . � O - • V - Q N I 24 BIGFOOTFOOTING .. rr c n C ) J J W n o. W a: .. a m . • - J U w :W 1 FRAMING "SECTION @BUMP-OUT z �„ ' Scalec N:T.S(SCHEMATIC QNLI� . • o w m U{N A 2 a - �` , :S etz RUC1U ', � . G w . o ,RA� 500 o o w Go 41 O N C 03 0 2018 P ,PAGE 5 OF 5