HomeMy WebLinkAboutBuilding Permit #910-2016 - 100 APPLETON STREET 2/23/2016 BUILDING PERMITa�oL TOWN OF NORTH ANDOVER ° ' i O I APPLICATION FOR PLAN EXAMINATION Permit NO: b Date Received �9S Date Issued: 23 s ACNUSEt�� IM ORTANT:Applicant must complete all items on this page LOCATION IPO 4l?LC rUl 5 /VU�T /`f/tll�✓� _, PROPERTY OWNER (Jfi2_9L Print Print MAP NO ;- 1 PARCEL:bbZ ZONING DISTRICT: Historic.District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building F One family ❑Addition ❑ Two or more family ❑ Industrial 9 Alteration No. of units: 0 Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: W Demolition ❑ Other ❑Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water//Sewer ton✓t✓T,�q p , fZ Iv a ea►- v rade L ���m��l ur a /1 was ��n vet'�rd I►�I� �� Identification Please Type or Print Clearly) OWNER: Name: �i�RaL 14 A y Phone: Address: 100 4 PPttLQW37 Pazrd of 9/f YS' CONTRACTOR Name: Phone: 9 'q33-fss Pay- 4-#,ffm Address: 22 Supervisor's Construction License: Exp. Date: CS-ofrlq Home Improvement License: Exp. Date: Z�&v ARCH ITECT/ENGINEERJ0Z04Ord Ted WC �91_ Phone: 1 - fS f1 Address: Il �- QaiA 9. # r Reg. No. aWlq & FEE SCHEDULE:BUL/DIINuG PERMIT:$12.00 PER$1 00.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ r ( M FEE: $ `5-3) Check No.: Receipt No.: i& rwfc) NOTE: Persons contracting with unregistered contractors do not have access to the u ranty fund e ignature of Agent/Owner. Signature of contractor `' f ` NORTfj BUILDING PERMIT Q`LL(fit ED ,6 9yo TOWN OF NORTH ANDOVER 32 - .,.,.46 APPLICATION FOR PLAN EXAMINATION oLA Permit No#: Date Received �gssgrep$If RS Date Issued: IMPORTANT•Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family El Addition Li Two or more family [I Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other �n ❑ Septic ❑Welch ❑AFI©otlpla:inWetlands aY ❑ U17atershed ®istrict D Water/Sevuer�__ t DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: [Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: n ARCH ITECTIENGINEER Phone: 4 Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.•$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 4E6�of�rpttI Ff 1ef� is i -- Location No. ���"'� Date "-2/d3//60 • - TOWN OF NORTH ANDOVER e Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ r Other Permit Fee $ a TOTAL $ S Check# / Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ FTYPEOFWERAGE DISPOSAL❑ Tanning/Massage/Body Art ❑ Swim ingPoo1s ❑❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENT'S CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decisionlreceipt submitted yes planning Board Decision: Comments Conservation Decision: Comments C Wafter& Sewer Connection/sinafiure ®ate Driveway Permit DP's'Town Engineer: Signature: V. ,— Located 384 Osgood Street ;FIRE DEPARTMENT 4, -vm ��(D p " a umq sterppo� ny�4site�raYreSUvu �.st �n`o � j 77 L ted gat Main Street,{ t �r +. r.`.,*r4`lt✓ k4 ��''r :Fire DepaTrtmetnpt sig ire/date' k�l Vi "KF.ktX*Li�}1k } wRr„t , y 'COMMENT � L bTLn s � $}Yt xllreT �r �i W.{{ - � ti.F ' Morn jet' ,#, �'tl + �+'r'{ h !h e k 1r�.T✓t f�f SSt'���^M�,: S ��t� 67 .: R �, .: Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA—(For department use) ® Notified for pickup Call Email 3 Date Time Contact Name Doc.Building Permit Revised 2014 r Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4, Building Permit Application 4. Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit 16 Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) �. Engineering Affidavits for Engineered products _ - OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction'(Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. one copy and proof of recording must be submitted with the building application Doe:Building Permit ReAsed 2014 at trenerm %;unzraca"g, mc'. Licensed and Insured Genera.lContractors 229 Stedman St LoweI4 MA 01851 On (97�) 937-5-553 Pax (9 78) 937-5559 1-15-20.16 9 Zrol 1-fay, 100 ,AppiewaSt North Andove-r, %I.A Sw 0 rar gairs, pe t f Work.; Constructionofnew .2 ... P . '- ' ge. General "Ilms: * All [virmilling kcs iridutled (ex-c1udcls all or any llccs.C11 gi11l,l1CI Cring x * All work to carr-CraMA ft-dLc'RufldlngCodul: S_q).pe,-of work. CA)ljSt.(UOjjOjj Orft1'eW.1�(j! X 2:9' mem uitr V arge Eiin amorikowe!with Qf rLICUM-11 dr.1.1vim's yt r. daw- 1,21041 l5 by Joy-okos Ara:E1.Jtcc-turc. 1 nc, S'eka i ve'dem Ationr or e-;.k im-irw- stnicolUre vvivre riew gaira ge wil I lu: 14.1cc3led (111C.1 ude-N' Z? D 41 deawfition of mearp-mch. okwm bnflimom, 1mi.ridwy r(mm, back porch,-existing eolivreto asiioodod. NiscAmmv, zbc.Clom Ic-all of Ike oxist 11P.-P2 Siruclur'O. D isconaw and o-emvve td), P.i?ovddc ud install mxmzmary cruslwl swinc (compouied) ..'Ind colncv.m.e as iiuded for mn-v 4,rpragyu stab arid tbofirtrjq- and N -Is Provide and inst-al al I frum in-glTlernbus, Enoucurij suprmos. Suit and I.rhsw 11. 30yur-ardlitut(Mal kcauld wj-tc-.rS.-Mc1d. 190- fblall ftemes.-mify flashingi, ventMIA,and 6.10 odgu,.) Color ka be wiceled from 'build'el, p rov 1 d od s P,I i o ns, 1"tv v i d id d i n sl ii I I cm ui or v I n y I s 1-d"P g to 4�c w v i rag tz. Suo I ki a A I . _,k , , &wb-1,4 4" ouNwil wi th ernbossed wood y rain (dandard color bt--w-lemef] by'the-cwtoft-t-Or.fimn't bu i Wor Provided scloctions) Piviv ido and instal I now 3"0 X 6't 8" maaNlk.rglas wcntiry doov(al Imsumcc M12,75.00, pur iJox ) 1"I'Lividecuid insto 11 two double huii.t windws (allow;mwv ofS225.00 Per windmv.) Prvvide-nnd install ,(2) ele 2 Ow g,.am,u.e:door.%with autommle door op I -ri- (S,-250-0 11l lowautou Oor,[�..mag; dWIns,openem and kcy p- mt) Nxividt and i 11-staR ins I Pixividc.diid, iflIa- [[ ;g1-ultu,and do-wn's-Pout Slystel'a Per thlitd-OV + NrLrvOc'IN install cloctri-al myli chcs,tou".and Owlets it)National Elmriail 4'c�c3c. Nrir' [dc.end.install 1'1[c mL ted catrl,€oor fcrr entrance frirra I6,:aragv anvil houw, $77.i1iff al lowvaflw) + (1(1,1(10 p(:rirtlet!Lr e)17MC%v tiri c ib 111atc11 SUrrounding yard and°sCCd. Pi-ovidcacid hislallaslillalr Iwo car driww aye-,includes hind.:rGuatarid finish S'wlt, Build and install interior ra mrp Ix.r drawing. huic.insulate, laluclloard and pla-stet Me Lei%lire dwr+teay inl+.alh.existing living d'4y4�IT4. + includcs r47OM%Vkh Connocil ws,for cinc.~, as1fln ma,cMne 4ind oiic dr u (clectric,g,m 0d) NOTES, I; Picric notc ut11i.}rc`.tieen conditions may Q-Miry,, If any ullruieseen idtni,requix.rti:pair Or rtplac e-111cra,.a w4'rinull dlanipu canter will Esc provided. The change.order wvlll rcqul.W I 4 J t L L Payment any Y 5 1 tiEgncd urtlthoflJ lkm io pr4ye�xtl wiitil tllc i°ip-Ors. l..,y1�9.1 ent lora4nypol ntial �„IlaFllgf_ _ md-er is due.open acceptaucc!of flic chn ap ordcr. 2. Allyrliiq melt sNti_ calb :Aalod of daui.ld in provided "Judud f>timi liis ,calx.of-work, Total,}mice:544,80,,00 We ali pmrialk;You-iviw In the cylalwlunily to bid this work. r' D,k.L i(,1 T. Dti.ly, Cr,C. T�.ta,t;4; carol. Filr.>y.y Va€c The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le ibl �I Name(Business/Organization/Individual): ` 6nVA 40WEW19116 .t! Address:))q 4I-tDdi 4A) _61- City/State/Zip: iCity/State/Zip: C OWE Mf), Phone#: 97v' Are you an employer?Check the appropriate box: Type of project(required): 1 .3C I am a employer with U employees(full and/or part-time).* 7. ❑New construction 2.�I am a sole proprietor or partnership and have no employees working for me in $, 4 Remodeling any capacity,[No workers'comp.insurance required.] In I am a homeowner doing all work myself.(No workers'comp.insurance required.]t 1 Demolition 10�Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I L❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.n I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13, Roof repairs These sub-contractors have employees and have workers'comp.insurance.# p 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§I(4),and we have no employees.[No workers'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 checkthis box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iain an employer•that is providing ivorlrers'compensation insurance for my employees. Below is the policy and job site information. r Insurance Company Name:Mfi Mftt 2 / Policy#or Self-ins.Lii�c.#:VW G-100-160077 "201 YO _ Expiration Date: 7 Z 2014, Job Site Address: Idi/ �{�c�[Dy) S1" City/State/Zip: N/�Ot� �} Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA.for insurance coverage verification. I do hereby certify er the ns d penalties of perjury that the inforulation provided abo a is tr re and correct. Si nature: V Date: 2 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 Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: OP ID:LM DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 07/22/2015 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(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 endorsement(s). PRODUCER CONTACT NAME: Talbot Insurance Agency,Inc. PHONE FAX 221 Chelmsford Street IAIC,No Ext): AIC No): Chelmsford,MA 01 B24 E-MAIL Edward J.Talbot,Jr. ADDRESS: PODUCER CUSTOMER ID#:DALYG-2 INSURER(S)AFFORDING COVERAGE NAIC# INSURED Daly General Contracting,Inc. INSURERA:Nautilus Insurance Company Mr.David Daly INSURER 8:Safety Ins.CO. 229 Stedman Street Lowell,MA 01851 INSURER C:AIM Mutual Insurance 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. rGENER"AL D D L UBR POLICY EFF POLICY EXP LIMITS OF INSURANCE POLICY NUMBER MMIDDIYYYY MMIDDIYYW ITY EACH OCCURRENCE $ 1,000,000 DAMAGE ALGENERALLIABILITY NN449542 04/28/2015 04/28/2016 PREMISES Ea occurrence $ 50,000 S-MADE MxOCCUR MED EXP(Any one person) $ 1,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ Included X POLICY PEO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANY AUTO BOCILYINJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ B X SCHEDULEDAUTOS 3966518 02/08/2015 02108/2016 PROPERTY DAMAGE X HIREDAUTOS (PER ACCIDENT) $ X NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE S RETENTION $ $ WORKERS COMPENSATION ITORY WCSLATLI O R AND EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN VWC-100.6009874.2014A 07/23/2015 07123/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? F—] N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTIONOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101 Additional Remarks Schedule if more space is required) RE:EVIDENCE OF INSURANCE FOR DALY GENERAL CONTRACTING,Rd. CERTIFICATE HOLDER CANCELLATION 1111111 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. SAMPLE Insurance Certificate AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs&Business Regulation �. == HOME IMPROVEMENT CONTRACTOR Registration: 140392 Type: Expiration: 11/7/2017 Private Corporation DALY GENERAL CONTRACTING,INC. DAVID DALY 229 STEDMAN ST 9 LOWELL,MA 01851 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10'Park Slaza-Suite 5170 Boston,MA 02116 No ali ithou ature 1�1 Massachusetts Depart mnsent of Public Safety Board of Building Regulatioand Standards License: CS-0857412 -r „rsg Construction SupervisorA DAVID T DALY 229 STEDMAN S7 REEaT LOWELL MA 0151 ` � CA--I Expiration: ' COmMissioner 08/30/2017 S Construction Supervisor Restricted to: Unrestricted-.Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts state Building Code is cause for revocation of this license. DPS Licensing information visit:1PMIW.MASS.GOVIDPS � R ALLOWANCES: GENERAL NOTES- 6. Inspect material immediate) upon delivery and Project No.: All items customary with completing this project,but that are not specified on these construction p .Y p rY � r . . -, - J documents shall be treated as allowances unless otherwise agreed upon. The contractor shall 1. Do Not scale drawings. Recheck measurements again prior to Installation. Reject damaged and 1542 G /1 place a reasonable time and material value on the installation of the following items: and dimensions before starting installation. defective items. During handling and installation, I ¢ 1 5�{ Contractor shall notify the Architect in writing of clean and protect construction in progress and 1.Finish Flooring: discrepancies found on the drawings or in the adjoining materials in place. Apply protective 2.Light Fixtures: specifications. coatings where required to ensure protection from pr N 3.Plumbing Fixtures: damage or deterioration at substantial completion. 4.Alarm System&Door Bell: 2. Electrical, Mechanical, Plumbing and Fire Clean and maintain completed construction.as - ".4 b 5.Cable&Phone Systems: _ e 6.Interior Built-Ins&Mouldings: Protection layouts are to be provided by the often as necessary through the construction •:r' ❑ x 7.Kitchen Cabinets&Coutertops: Contractor responsible for the work. All work to be period. Adjust and lubricate operable components 4o 8.Appliances: done in accordance with the most current State to ensure operability without damaging effects. M q W q v Ua 9.Paint&Wallpaper: Building Code and all other applicable Codes. Supervise operations to ensure that no part of the 10.Walkways&Driveways: construction completed or in progress is subject to FRONT PHOTOGRAPH - y 11.Plantings&Landscaping: 3.The Architect shall only perform Construction harmful or deleterious exposure. The Installer of u 6 >o N o (specify): Control as defined by the State Building Code. The each component shall inspect the substrate and 2 12:Other = o.-0-01E 0 0 N Architect shall Not have control over,be In charge of, conditions under which work is performed. Do not REFERENCE oL-�,EF- o 24'-0"+- nor be responsible for;construction means,methods, proceed until unsatisfactory conditions have been0 3 ag N 0 techniques,sequences, procedures,safety corrected. Install each component during weather o Exlsr'G WALLS TO REMAIN a g o e iu � ch _vop� recautions and programs in connection with the conditions and project status that will ensure the NEW WALLS Y-or a���� 00 UG U orU N k, since these are solely the Contractors best results. Isolate each part from incompatable o z__ o-o-, --a responsibility. The Architect shall not have control material as necessary to prevent deterioration. _ _ _ - WALLS TO BE REMOVED N a N m over or be in charge of the acts or omissions of the Coordinate temporary enclosures with inspections 2oM-NLa E w 00 t N "i E-0 Contractor, Sub-contractors,or their agents, and tests to minimize uncovering completed AREA OF NO WORK B'�-0m-o o 5Y E"o employees,or of any other persons performing construction for that purpose. a=y.2-0 o'oL 00 portions of the Work. o - �� o-¢�t�T 34-oON y¢ 7.Comply with Manufacturers instructions and O Smoke Detector 4.All work performed under and in connection with recommendations;to the extent that they are these Contract Documents shall be in strict more stringent than the requirements in theC Carbon Monoxide Detector O compliance with the latest O.S.H.A.safety and health Contract Documents. L standards. Combo Smoke&Carbon Cn MASTER hDININGROOM = 8.Visual Effects: Provide for uniform joint widthsC/S Monoxide Detector BEDROOM 5. Building and construction terminology in these in exposed work. Arrange joints to obtain the _ documents may vary in definition from other best effect. H Heat Detector W W Q U .a industries and uses. Refer to the currant Building =U 0 3 0 o Code Definition Sections,first,and if still unclear, 9. Provide attachment and connection devices Op Photoelectric Smoke Detector O W Z Q E(-' consult with the Architect. and methods necessary for securing each construction element. Secure each construction o O N co element true to line and level. Allow for expansion ABBREVIATIONS Z(n F- rn - - DECK and building movement. Q W W -" AAB- Architectural Access Board _J W ADA- Americans with Disabilities Act > - - - - - - - - - - - - - - - - - - - - 10.Mounting Heights:Where mounting heights A.F.F.- Above Finished Flooriffi 4. CLOSEA(r4rFQi_W1 _ - r are not indicated,install components at standard ASTM- American Society for Testing&Materials Q Q Q El heights for the application indicated. Bot.- Bottom p p CL.- Center Line Q=p r/] r CMR- Code of Massachusetts Regulations O Z - - , 11. Reproduction of these construction documents Col.- Column r Q - - , without the written consent of the Architect is d- penny = Z CZ Dia. (0)-Diameter SUN ROOM strictly prohibited. The Architect shall be DN- Down I I DN , compensated for the use of these construction DW- Dishwasher documents for the purpose of generating any Eq.- Equal o Q , other documents including, but not limited to,shop E.W.- Each Way Z drawings,engineering drawings and reality F.D.- Floor Drain 0 9 9 9 9 Y ft.- Feet ti advertisements. Gyp.bd.-Gypsum Board HSS- Hollow Structural Steel -+ ® O P 7" , Horz.- Horizontal N .D 12.The Contractor shall confirm with the Owner in >~ ® in.- Inches writing, prior to construction, all building Ib.- Pounds component options including;colors,shapes, Max.- Maximum models,styles,textures,and an other options Mil- One thousandth of an inch BEDROOM KITCHEN DN; ; DEN Y YMin.- Minimum #2 , 1 1 that effect appearance or performance. A copy of Misc.- Miscellaneous W U such written conformation shall be provided to the N.I.C.- Not In Contract - - Architect. N.T.S. - Not To Scale O.C.- On Center O co O + O.S.H.A.-Occupational Safety&Health Administration o , 13. Maintain the existing building in a weather P.T.- Pressure Treated V o tight condition throughout construction. Repair all psi- Pounds per Square Inch N n v) - , I I damage caused by construction operations. Take psf- Pounds per Square Foot 6 o N F 1 Precautions Necessary to protect the Building,the R- Thermal Resistance Value J r ® I I r Y P 9. Req.- Required P 1 I Occupants,and the Occupant's belongings during R.O.- Rough Opening the COnStrUCtlOn. S.D.- Storm Drain n y ® r r S-P-F - Spruce,Pine,Furr BEDS OOM BATH LIVING ROOM ; i i STUDY S.S. - Square Foot 14. Reuse existing building components(doors, S.S.- Stainless Steel windows,fixtures,etc.)where practical and T&G- Tongue and Groove I I r cost-efficient. Consult with owner about all T.O.W.-TopWall T.O.P.- Topp of Plate components to be reused. Typ.- Typical U.L.- Underwriters Laboratories I I 15. It is the intent of these plans to match existing U.O.N.-Unless Otherwise Noted r Vert.- Vertical components,unless otherwise noted,wherever w/- with possible and practical. wC- water closet r W/D- Washer and Dryer 16.All demolitioned materials, except as W.W.M.-Welded Wire Mesh otherwise noted,shall be removed from the site in Sheet: EXISTING 1ST FLOOR PLAN Area Of Work -f •Consult Architect if there are any Abbreviations SCALE: 1/8 - 1 -0 - - - - - - - - - - - - - - - - - - - - - - - - - I accordance with all applicable laws. or Acronyms that are unclear. FINISH CARPENTRY: Roof Pitch- 1.All materials and operations shall meet the requirements of the latest See Elevations revision of the standard specifications of the following:The Architectural Woodwork Institute(AWI),American Plywood Association Shingles-See Project No.: (APA),National Forest Products Association(NFPA),Southern Pine 2 4 • ',, 4 .4`.4`.4 •4`,44,', 4 ', '4, '•. .` 4` Inspection Bureau(SPIE),American Wood Preserves Bureau(AWPB) Elevations 1 54 x,4•x' `• •'• 4'yx'yx'y`''yx'•`' •4`• "•,'`•4``'k•4`•', •4''~'•+x4''•4''s-`'' '•:,x4, 4, x-4 x- +,x 4, 'I.,,':, and the Hardwood Plywood Manufacturers Association(HPMA) Ice&WaterShield for •4`•4 ...•4 •. 4 •,. •4 •,.`` `•.,..•`,:••;�`�, '~ 4,. .,•`�. x 4 ,. .ti`�` 1st 4'4'.15#Builders o `'1 � '4'`'. •,.`` '•,�.'�.`-•'`� '~+ `•'`-� ~ ~•�4�•�x ' -•, ' x ' '�'x1•: 2.Grading of lumber of the various species shall conform to theq •x,•4 •4 •4 4 " 4,•\ -�- ' 'x x '�. - '�.''� *•'" -'�•' `••'"'� xx.44 requirements of ASTM D 2555 and ASTM D 245 Felt for Remain'g 10" Fiberglass N T v ,�l,;yy.:.44•u•:�4:4"4^,.'`,;`\.`-. •ay^:,'•".,,'\,'`".,,''+. .,',.k 4.4•`•4•\k•v. .y`•.,``\.;•y'l.\:y`+'• .- 5• - 4 4`• 4 . '`y x x 4 insulation .'x``:,'` "' x. •.` '�,;+ `� 4. y.'x. '` 4. 4.`•. 1/2"Plywood rl m b wx~ existin 4'4.'`4'.;`. ", "4s`'x' ,'',.",•. .. +. 4 hy,.:. ,. . , . y``..: : 'y`'. INTERIOR FINISHES: Y (R30)unfaced c I 4'' g)'' 4 ` ' ' '' ' '' ` ` 1.Interior finishes to be determined b the owner unless otherwise Sheathing MASTER :y,..' .`'.` k,' ``y.'(existing):,. yy, y . y4,k , `; '` Y g �a>, cz y p ''.BEDROOM,` 4 ' ` DINING noted. Hurricane Clip/ `4 t \ •,. 4. �.. 4. k. 4. +, \ `4 44L4\y'x''4\xlti\ ,.'4. Roof (� (� U .,..,+k,.M1•l.k,. .t.yk 4.,y 4. \+ ROOM `, , y �., , Or Strap Each �., ,'x,'4''4''. 2.All finishes,appliances,electrical&plumbing fixtures,etc.to be Rafters-See 0 ,` `, ,`y'` ` `y: Rafter As Req. x,4`•, ,.4'•,,ti4,y'•,4:y4•..,,•44',4•..y.'..y',. ...4~.4'4k'.x..x .\.,.•.4,�.. 4. , ,y •4 4. ':. .,` • .. , , Y Y Framing Plans = - o o , y y , ., y- x ,,•-,:• :`•',, ,, 4 , ., •,,�. �. •.._ .;`.,;ti'~ installed b the contractor after owner selection or as otherwise may +x ',; ;+.xx4'. ~, . 44x x`,.` `4. x, ':`4~•. ,�' ,,yam.. ,v''.y.\~' y' ,'yy'y, 'y,'� M1'.. have been agreed. ) > 9 Ceiling Joists-See / Qti 15 y N o 0 O N" • ' Framing Plan s °�.,'- `y; JOINT SEALERS: Top Of PI to L u> 't`'• .,4'..;x 4 ••..,,,•':`'••4.4`• x•4•:. `.4•kx•'44'••4.•x,':,'++4•.M1,• .x .,I., .,y 4. '•. ': g U F- C' .4x.,,x , .4 :, .4 .. , S , ,, , 4,•. •.,�.,•',,y•,.•,,'`�,:`•,+ '•',,`•',•,,,�',,�.,_•y,'k.,,• *:•-'`:'�,;'�..,�:,y�. 1. Provide all labor,materials and equipment necessary to complete all v a y `•`y~ - •~` ` ' 4 '. 4 of the followingincluding,but not limited to Sealant around the o Z _ >_E ti 4. , 4.`4'' k ,, 4 . 4 `.� C/S ;..' •:_. : "`4:x•4'44. (existing) y . p g 1/2"Gypsum Bd or Equal on a =°g° M *.y,.*:.`:4:'� 'O 4 'a� ,`�` perimeter of windows,doors,louvers and all openings in exterior walls, Yp q N -a o= m ` ', •. 4 DECK', ti y1"x3"Stra @ 16"O.C. _ T ,x- ti .,y ' ` .y ,• , 4 t4•~ x .x 4 4 y.'.tom.;. under exterior thresholds and sills,exterior and interior trim. pp g o y 3 d a 00 :.4: 4 ,, , ;�;'�;'•, 'k•*�••�`' �.•�,�...'�, 12"Fiberglass °z--- °=° y''x 'existin xx.''4x''• x xx• ~ ` ` ' 4x,x 4t''t`•;' '•:' y. , +, 2.Exterior sealant shall be one art acrylic,"Mono"b Tremco®or p rY Y insulation OO Q E `x 'CLOSET;`:'•'`• ` _ 4.x..'4 equal. Interior sealant shall be acrylic-latex type sealant. a,°a` o 00 R 0)unfaced o d 9� d°a v 01 4+;ty,x4:, .x44...M1.'..vk,4;.M1, x•,4':4. ,.--..k.., •,y 54x 4'•'•, .,•''4. ., \ : y..,ty'v •"•. k a. 4. Y 4 �-O f0'O 7 y�a i1 y,1. �. 4`,. x 4 : ': ,3 4`4 \ `a 4, , : •: ` •`. CL­y.-y O Loo 4 \ \ 4 \ „ : 4 4. 4 4•,.. 4 ••:4 x• \ '` �'•':.'`• ~ ''•' I " U� O L�2? O°01�- yx• .• •4.4x. •4 •4 4, +- N'- t� 4 .., -, w x •. -..4- , `•4.4•:, 4 x , ,. , ,. 23-0 O a�-0 3 -o�n a •y\, ....4•+. '44•,. y. 4.Yxyw`x`xyxx4`4'` determined by others w x:`'4;' `'' '` •;• existing)'•;'4 �, ..x. :: : 4 ;, ;`4x,'.-;'x 6'-011 3.5 L fn '.BATH,'' 4.x• +.. •4,•+. 4 '\,4 DN 4.' +xti`•~.:`\.y 4 •.R.+. •; .�.• F- W d `•.(existing ,t 4. •4 x x ^`. 4.4''•.� •4:4`..l,x4y4 t: 44,4y x�4.y�., 4 4 4 •'.,.' CLOSET•: 7'-911 No Greater Than 1:12 Pitch \: Subfloor-See `'•viX:,x+.,.'•,.,•4.44,4. ,.•y,. .`, 44. :. :. x .l~'4` `+,`' 4'v� "`. e•,�:.'• 'x x• ,o x __ Framing Plan 2 `t ~'x '•., y'-� t +, 4 x4,i'+.,•, I x x' ,.' 36X80-20min. X \'�`', x. x' o''.O' r Ram Co (O 1I I <V v ': ' ~: 2-30x80 Fire Rated w/ p_' L I `'x`�.•`\ \y',''4'`,..`+..;',,t k.'..4•y'4.,",.,y\ ,.4:.. ',.xl:'y' 4 \`,\~ , , 4`•. 4,x. M r`' - Floor Joists ' •y •4 Auto Closer =`, Q •,.4•,. •: :..4ry; ,`'4 .•`:,4 :. `',`4.`• `4 x'`•4`4 •',`•44'•4•ti 4.,4. Bifold 0 U (Existing)-See F-z CC U y : (existing)`'x:::x..x::x::x::••4..'•;'` 0o Framing Plans Cn LAUNDRY C/S 3 0 5'-0 9 1st Floor Line 0 WQ ZO Q ~.''`:.BEDFi00M::..`:.4 x 4.'4,�, 4. 4` `•KITCHEN. ;x.`,.;x. 4 a 4.44.4 4 #2 •.4 x4441'�yv 4,t'I.x t4,4`:'4,;4.44,','44'•`4.5,`'''x`':`4:'`4•\,,',~• ,. :., .`•4 •x .'' •,, 4'•- ~,_: `.4x-. Ali n w/ O Cn t~� �- 4.x,4•,• `•. ir :x1k'•y,`1` ,4`k,.h..1-x,\,.;..4:., •'':•4 lxh.,• .,•1•,•4-`~`• •v '.O}y•'.,`t,.•k,.• xt.x�x-4 ': Existing W .--1 LLI '.4 .;4• `•• 4' ' '` 4. .. x y'`4;x` yy' GARAGE 12"Fiberglass Q Q 0 .4 ..,...4.., ,4...4.,.x., ,,_4,•',4-, �.y , •~.x',x•.x .x•�. .x~.x .x 4`xx•:.•'4'v., -x'- 5/8" Fire Rated Gyp.Bd. _ _ insulation 2 0 0 rig C/S ' '., `x' 4 Thou hout } 4 x 4x4,yt.`•x. 1.44 x . , t,`'x,'' - - - - - - - - g - - - - - - _ (R30)unfaced Q o Q >~ 4. '. y ''•.O4 _4 x '''.•'',, v 4''+ `•4 - - - - - - - - - - - - - - - - GV a0 Op T '� x', existing . .4.. Fin Grade Foundation Wall- � existin ` ' 4 . ( g}. ,; See Foundation Plan 9):.`'~;`••; . WJ ''`-'~ ti...,y44x.,y,.,4 .'LIVING ROOM''`.''`4'''.''•- `x'•' O `'BEDROOM''••:`~:`' x,'1 .(existing), ~ ,- , 4.'4` '` O OH �` z i. 4'•. #3 ��BATH'~'•. 4'' :`~ '''4;`4'' `,:' ` '' ` ''k`'''''y ' a ``tix': ''i':. lJ +'•.4 ..x.' ''`, , .x•.4'+1F{emove WALL SECTION @ LAUNDRY 4''4''`, ;~:'`, 4 .'` 44. •ti4~.;: x.,Door System ci i.'.. `-..Frame In R.O. Scale:3/411=V-0" a 4 :`. '`.M1`4 ~• z To Match See Detail On Sheet 5 - : (existing) ......7'0"x 9'_0.1 ...........7'0' x 91-0" ..... d W .�� FRONT + U PORCH o `N/Auto Opener w/Auto Opener Z IST FLOOR PLAN _ _ � a SCALE: 1/8"=V-0" .................. .... ................... 0 5.0 . 26'-0" .� O J V LL J W - V) o 2" Rigid 3 1/2" Batt Insulation 2"x 6"Studs 1/2"CDX Insulation (R10) (R15) @ 16"O.C. Plywood 5 1/2"Fiberglass Sheathing 2"x 4"Studs On The 2"x 4"Studs C 16"O.C. Batt Insulation(R21) Flat @ 16"O.C.- Typ. Unless Otherwise Unfaced Siding-See P.T.Sill Noted g Elevations 1/2"Gypsum Wallboard 1/2"Gypsum Wallboard 5/8"X Gypsum Wallboar (W/R) Primed& Z (5/8"X on Garage side) Primed&Painted 2 Coats. "Tyvek"Wrap Painted 2 Coats. X Primed&Painted 2 Coats. or Approved Equal Sheet: 2 TYPICAL BASEMENT WALL TYPICAL INTERIOR WALL TYPICAL EXTERIOR WALL Project No.: 12 12 1542 Eave, Rake& 4+-Match Existing4+ Match Existing 30yr Min. Shingle- Trim Details to g Match Existing Match Existing o --- - — Top of Plate N ® ® 28310 28310 ® ® ® ® OF Sidiing- 00 mLHHH11 Match Existing O O c o Y O 1st Floor Line N N N N N O ID 0myru,� N �Et-° O FRONT ELEVATION0 nti M I I I I m oEc�>E SCALE: 1/8"=1'-0" i - - - - - - - - - - - - - - - - - - - -I- - l NNNUC� � opo L — — — — — — — — — — — — — — — — — J L — — _ L — — — — 1 d C D.0 OL G 1 L — — — — — — — OO dE`ad�-y 00 UN j�NyKfU RIGHT SIDE ELEVATION a��" °_ UQHv 3-,o.i SCALE: 1/8"=1'-0" U W Baluster Gap=4"Max. _Top of Plate _ 18210 _ W ® ZIX� 0® ® ® ® ~Owza h ® I p ZU) -- z v 1 st Floor Linea o I CE w W M H}<0 i ® ® FM11 D111 0QQp Q=ooZ I I Gap=Max.4" T< 0:1 Sphere H - - - - - - - - - - - - - - - Note:Provide Handrails on r__ one side of stairway of three o O REAR ELEVATION or more risers w z SCALE: 1/8"=1'-0" Max Riser=8 1/4" Note:Guard Rails are not c Min Tread=9" Req'd if Platform is less r-+ than 30"Abv Grade EXTERIOR STAIR DETAIL z O 1= Q > x WINDOWS: 5.Bathrooms,water closet compartments&other similar rooms shall be a Req'd glazed openings shall be permitted too en into patio covers that 11.Windows&doors shall be installed&flashed in accordance w/ LU O 1. All windows shall be Anderseng)400 Series Woodwright Windows or provided w/aggregate glazing area in windows of not less than 3sq.ft.,112 of abutts,ya¢f if in excess of 40%of the exterior sunroom walls are open,or are manufacturer's written installation instructions. Fenestration shall bear a J Approved Eq. which must be openable. Mechanical ventilation is req'd for bathrooms w/a enclosed only by insect screening,&the ceiling height of the sunroom is not /abelidentifying manufacturer,performance characteristics,&approved ti w shower or bathtub. The glazed areas shall not be req'd where artificial light less than 7'. inspection agency to indicate compliance w/the requirements of ASTM E E~ 2.All habitable rooms shall have an aggregate glazing area of not less and a mechanical ventilation system are provided. The min.ventilation rates 1886&ASTM E 1996;or AAMA 506. than 8% f the floor area of such rooms. The glazed areas need not be shall be 50cfm for intermittent ventilationor 20cfm for continuous ventilation. 9.Where the opening of an operable window is located more than 72"above installed in rooms where artificial light is provided capable of producing an Ventilation air from the space shall be exhausted directly to the outside. the finished gradeor surface below,the lowest part of the clear opening of the 12.Windows&Doors shall be designed to resist the design wind loads, average illumination of 6 footcandles over the area of the room at a height window shall be a min.of 24"above the finished floor of the room in which the Protection of exterior windows&glass doors in buildings located in of 30"above the floor level. 6.Req'd glazed openings shall open directly onto a yard Req'd glazed window is located. Operable sections of windows shall not permit openings that wind-borne debris regions. Exterior windows and sliding doors shall bear openings may face into a roofed porch where the porch abuts a yard&the allow passage of a 4"diameter sphere where such openings are located within a label identifying manufacturer,performance characteristics and approved 3.The min.operable area to the outdoors shall be 4%of the floor area longer side of the porch is at least 65%unobstructed&the ceiling height is 24"of the finished floor. inspection agency to indicate compliance w/AAMA/WDMA/CSA being ventilated. The glazed areas need not be openable where the not less than 7'. Eave projections shall not be considered as obstructing the 101/I.S.2/A440. opening is not req'd&an approved mechanical ventilation system capable clear open space of ayardor court. Required glazed openings may face into 10.Window opening limiting devices shall be self acting&shall be positioned to of producing 0.35 air change/hr in the room is installed or a whole-house the area under a deck,balcony,bay or floor cantilever provided a clear prohibit the free passage of a 4"dia.sphere through the window opening when 13.The following are Hazardous Locations for Glazing applications: mech.ventilation system is installed capable of supplying outdoor vertical space at least 36"in height is provided. the window opening limiting device is installed w/the manufacturer's Glazing in all doors,and in adjacent panels within 24'. Glazed openings of ventilation air of t 5cfm per occupant computed on the basis of two instructions. Window opening limiting devices shall be designed w/release a size through which a 3"dia.sphere is unable to pass. Glazing in railings occupants for the first bedroom&1 occupant for each additional bedroom. 7.All emergency escape windows from sleeping rooms shall have a net clear mechanisms to allow for emergency escape through the window opening regardless of area or height above a walking surface. Included are opening of 3.3sq.ft. The min.net clear opening shall be 20"x 24"in either without the need for keys,tools or special knowledge. Window opening limiting structural baluster panels and nonstructural infill panels. Glazing within 4.To determine light&ventilation requirements,any room shall be direction except that windows in sleeping rooms of existing dwellings which devices shall comply w/all of the following: Release of the window 60"of doorways,stairways,landings and ramps. Glazing within 60"of considered as a portion of an adjoining room when at least one-half of the do not conform to these requirements may be replaced without conforming to opening-limiting device shall require no more than 15lbs of force. The window swimming pools,hot tubs,whirlpools,saunas,spas,steam rooms, area of the common wall is open&unobstructed&provides an opening of these dimensional requirements,provided that the windows do not opening limiting device release mechanism shall operate properly in all types of bathtubs and showers. Glazing less than 18"above the floor. Glazing in 2 not less than one-tenth of the floor area of the interior room but not less significantly reduce the existing opening size. weather. Window opening limiting devices shall have their release mechanisms walls on the latch side of and perpendicular to the plane of the door in a Sheet: J than 25sq.ft. clearly identified for proper use in an emergency. The window opening limiting closed position. Glazing adjacent to a door where access through the door 6 device shall not reduce the min.net clear opening area of the window unit is to a closet or storage area 36"or less in depth. Glazing greater than below what is required. 9sq.ft.in area. Existing Fill with Hydraulic Finish Floor c Cement or E Siding-See Pro 1x542 48" 48" •- q• Elevations Existing i Predrilled Hole 2-2"x 6"Sill- Subfloor t j _ Bot Sill to be P.T. Existing110 ill Floor Joists c ti ti 1� r 2 Roofing CementAlign Tots Of Wall Insulation rt a� Below Grade- w/Existing _ Slab-See Slab-See _ °r,° as Z Sealent Abv Grade- Finish Floor �+ Plans Plans 3 o Exterior Side STEP FOOTING DETAIL sealant- Anchor Bolt-see Interior #4 x 12" @ Foundation PlanCn Side "' °� o 0 , . x0 N d O y N y N O Ny,O py.you n7 CONNECTION DETAIL Grace@ Ice&water s E� o Scale: 1/2"=1'-0" Shield 2 0 3 a'3;m a €v Sill Plate 3-6 b Ta-0.0 00 \--Existing Exist oma_ "'_UPk``Pf3EA\iVAY`` Finish Grade < Foundation- Founldation 04 See Foundation p Nd 0,0a v7 E�-O N�._N '..' w. •.:+.•, •,-•,�'',."�'.''+. `,'�.. Plan 4`':4'++ :•� �~�`''`4` '`.`'.` ';` `mak; ' EXISTING WALL DETAIL �Na0E •'1.. k. 4. 4. +. ', ', : \ + 4 R v : L�2 0 E ms.. r\ 00 SCALE: 1 =1 -0 °=L '4 ":x'44; , '+.', '','':'+ ,''.- ": \•'l \ \ , ', O +. UQHv 3�-o mQ w' . �. w` ` w-'�•`�'. ,•, '•,:`. '.`' 4 • SILL DETAIL °` .•-l•k �,4;+•:'++.4\``''4y•4+.��'`v'`\,1'`I •11 �~..` '4t�y'y..,'..4. , i ,��` " •..' �.. ." SCALE: 1"=V-011 ' 4.. ,`,- :k Io ,, _+ .` ` ;+ ` -' - .• ,; ` . CONCRETE NOTES: F- 1. 1. Unless otherwise noted,all footings shall be centered under support W ''` `,`:'','.`,' `,, .' `' '•II`,`'4 `ti ..',`'.. kt . +-. members. Cl) ::. '•k;+., ,+,,:., ., •,+•., •, (existing) ti.•4 •ti. , .% 2.All foundation walls shall be braced during operations of backfilling and 0= *'--.,'BAS EMENT' . ,.,l., k, -�,- LU Q U ti :. compaction. Bracing shall be left in position until permanent restraintsLU I'',I``•:,,'ti ,., .' have been installed- L_(�O�Q CC 4\ l ',.� \ •`v ',. •l ••:`l ',`t`I•,.I*.- \ 'v 'L. '' ':. '•. 1. ` •'� Z � Q) 3.All footings shall be carried down to undisturbed material having a C W Z Q H minimum bearing capacity of 4000 pounds per square inch. O:2 �,.,`k''`'.' _...�•.1 t. 4. No footing shall be placed in water or on frozen ground. O WLU LU Cr 0 LU Cut&Remove Existing 5. In general,exterior construction shall be carried down a minimum of 4 0-> 0 Foundation&Slab feet below finished grade. Q Q C •:,: ,:,, ,. •,:,:.•;':::,. •., .., .;�.,I:+•,.. :.,•,.-,.:.,:,.:` ti.� '_ 6.All concrete work shall conform to the latest A.C.I. Codes 301 &318. Q=p z � 7.All concrete shall attain a minimum compressive strength of 3000 psi at Q 28 days. Portland cement shall conform to ASTM C150. Aggregate shall 2 ` L 9•.. '..,'''•.,`',.`'•.`•.~'•.'`+`''•.`'•:''•.'..` :• Remove 10" conform to ASTM C33. Read mix concrete shall conform to ASTM C 94. I- ` Stairs 12'-4"+- 4'-0" Y - - - - - Align w/ 8-All reinforcing bar details shall conform to the latest A.C.I.Code and o O Existin Wall detailing manual. a Z x Drop T.O.W. 16"— , 1 9.All slabs on ground shall be placed on a minimum of 8"layer of 95% 1 compacted gravel and placed in panels not exceeding 1200 square feet, I I unless otherwise shown nthe plan(s)or otherwise directed by the 0 Anchor Bolts- 06 �I Engineer.ineer .tin 12"from each Corner Z TA0 RWELL`:''•. &6O.C.I O (Min 2/Run) W I 10. Welded wire mesh shall conform to ASTM A 185. O (existing] � — � I '•'.BASEMENT'...;:':.:;••:.:.+:.:,`,:,.•.:�'••:;-'•:.::,•.;::�.:..;;.'4'•;,.'••... U _ `` I O IQ Cn 1 Slab See 0Z _j GARAGE Plans - - _ o - - - - - - - Z Fin r - - - - - I FnGade '- Slab to be 4" Below 1st Floor Line @ H.P. Z Q � Electric:' :'`• .,'' 4"Conc. Slab(3000psi)over I 00 , a a < J W o Rariel'':,''',. '`:.''•,+`•;''+..'':,'':.`` ' 12"min.of Compacted(95%)Gravel 1 '= ^ -� N aaaa < LL CL0 I a •Furnace" 8 8 8 8 < I - 0000 1'0 N I - L u T. .W. LvI - 7 10" 7" U O Level I - '.N1iVFi:. - I 0 _ w/Existing 1 st st I 9 - 1 Floor Line See Detail -l On Sheet 5 I I Keyway. ........... .................. . . .......... o + ;1 i-- -- - -Drop T.O.W. 16".. ... ..- I I . Undisturbed Soil 2'-0" v FOUNDATION/ BASEMENT PLAN —_ —_ — — _—_ — —_— — — .:., =4 ,5 1/8"=1'-0" FOUNDATION WALL @DOOR Scale: 1/2" = 1'-0" Roof Rafters- Project No.: See Framing Plan Nail Plywood Sheathing 1542 Match Exisitng T.O.P. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — To Header w/3 Rows — - — - — - — Staggered of 8d IdShown I' Common @ 6"O.C.As N j. m b � x Plywood Sheathing Sheats Shall Be Staggered As Run 3-2"x 12"Header Ca Ca U Shown w/2-1/2"Plywood Filler Continuously As Shown c v Simpson@ LSTA24 Simpson(g)LSTA24 Nail All Plywood Sheathing c Y or Equal Strap @ or Equal Strap @ Simpson@ LSTA24 Edges w/8d Common @ 6' y m N N N y o C + Each Opening Each Opening or Equal Strap @ g a-O N t N — — Interior Installation Interior Installation — Each Opening O.C.-All Other Nailing g m 2 E� p Interior Installation Shall Be @ 12"O.C. Per 0 3 0 Stud 4 ooELc>_E O O H �v odyn M O n "-6N N `-•a�� ° 0•-02-2"x6 Blocking EAo 2)E.m - 3-2"x6" Simpson@ HTT4 c6i o'o o f L ^ 4-2"X 6" Tension Ties or 00 o=r fl=N m S 0 4-2"X 6" Equal. v¢�a°'���°'m< � 1st Floor Line Thickened Slab = Thickened Slab AHAto @ Doors (9? Doors (— Garage Slab @ iDoor z 2-v2^Anchor Bolt 2-1/2"Anchor Bolt F T U 2'-6" 9'-6" L2'-0" 19'-6"1 f 2'-6" LLI Q(=j LU 26'-0° _ x Z cr U) 3 O UJO< Z W FRAMING DETAIL C GARAGE DOORS Cc a w _ SCALE:3/8"=1'-0" Q}a OQQO r, < c) T Q 2 Notches Greater Than 50%Requir F A Min. 16ga.x 1.5"Wide Metal Stap CC (Min.8-10d each side) Nail End Stud To •o Return Studs w/ Z 16d Commons @ 2-2"x 6"Top Plate w/ 24"O.C. Continuous 2-2"x 6" Overlapping Corners (n Top Plate-Typ. Angled Wall Brace @ W Each Corner(450 to 60°) Header-See Simpson@ TWB or Eq. 0 y Framing Plan Z All Borings Sl 2"x 6"Stud @ 16"O.C. V) Be At Least 5/8" 1/2 CDX Plywood 0 J From Stud Edge Exterior Sheating Z Q R-11 (3") �— o Borings Shall No Batt Insulation W o E Single-Stud 40�d of Depth �—Window/Door R.O. ti g p HEADER DETAIL- TYP. 2"x6"Soul Plate E: Borings Shall No Sub Floorin -See First Exceet 60%of SCALE: 1"=1'-0" 9 Doubled-Stud Depth Floor Framing Plan Rim Joists-See First Borings&Notches Shall Floor Framing Plan ■ Be At Least 6"Apart On BRACED WALL LINES Same Stud. 1.There shall be interior braced walls lines in each direction as Sill Plate-See First ■ indicated on the plans. These walls shall be a min.2"x 4"studs Floor Framing Plan Notches Shall No @ 16"O.C.having a min.of 1/2"gypsum wall board on each side Sill Anchors-See Exceed 25%Of with 1 3/8"type S or W screws @ 16"O.C. Foundation Plan ■ Stud Depth 2.The first 5'-0"of each end of the Braced Wall Line shall be solid. Foundation-See ■ 2"x Stud Foundation Plan Wall 3.Interior Braced Wall Chart(Max.25'0.C.Each Way): Cripple: 75%of line is braced wall Nail All Plywood Sheathing Edges Sheet: NJITCHING & BORED HOLE LIMITATIONS 1st floor: 60%oflineisbraced wall CORNER FRAMING DETAIL w/8d Common @6"O.C.-All Other FOR EXTERIOR & LOAD BEARING WALLS 2nd floor:45%of line is braced wall SCALE: 1/2"=1'-0" Nailing Shall Be @ 12"O.C. Per Stud i WOOD FRAMING NOTES: 1.All framing lumber shall be S-P-F#2 with the following allowable stress I� 1/2"CDX Plywood Sheathing �l Project No.: values:Fb=900 psi (repetetive bending) 2"x 10" Roof Rafters @ 16"O.C. 1 542 E=1,000,000 psi (modulus of elasticity) I 2-2"x 10" 2-2"x 10" All pressure treated lumber shall be Southern Pine or equal with the Header Header ti ti Q following allowable stress values: I o ri Fib=1,500 psi (repetetive bending) N E= 1,500,000 psi (modulus of elasticity) c 2. Manufactured lumber,S4S andrade stamped,to comply with PS and applicable grading rules of Inspection agencies certified by ALSC's board of 2"x 6"Ceilinq n review. Provide seasoned lumber with 19 percent moisture content at the time oists q Grr q v of dressing and shipment. o - c o O 3. Provide one row of 1"x 3"Cross bridging orequal for every 8'span of joists. 0 0. .° o ° N ro o N ..0-E, � o 4. Microllam@ members shall have industrial appearance grade unless noted in Existing Roof I CM W 0 3 a5 S the drawings and conform to the following minimum allowable stresses: ¢ g 6 a-c->E Flo=2,600 psi 3-1 1. /4"x 18"Mirollam@ Rid 1. e Beam Y0 7V T3'�� E=2,600,000 psi 4-2"x 6" 4-2"x 6" o a00 Fv=285 psi Stud Post Stud Post g Z�.Q° °' -" '1> UIC p_U rn� ONUN�«¢CN OO 5.All plywood shall be exterior grade(exterior glues).All plywood shall be APA Cricket o N�°� rn rated. Use 1/4" Underlayment under all Tile floors. As Req. o Q�� _0 o a-r N r- 00 U¢Hv 3--oFhQ 6. Provide double joist under partitions parallel with joists. x c� `✓ 7. Fasteners and anchorages: Of size,type,material and finish suited to N= 1--application shown. Provide metal hangers and framing anchors of size and type LLJ recommended for intended use by the manufacture. Hot dip galvanized fasteners and anchorages for work exposed to weather,in ground contact and Cl) high relative humidity to comply wtih ASTM A153. p= Cont.3-1 3/4"x 11 7/8"Mirollam@ Beam W W Q U fl 8. Building Paper:Asphalt saturated felt, non-perforated ASTM D226. = O Q x H U 12�C 3 9.Air infiltration Barrior:Vapor permeable,water-resistant fabric composed ofO W Z to [� polyethylene fibers,6.1 mils thick. Product subject to compliance with �-- Q � requirements provided:Tyvek@ Textile Fibers Dept., Dupont Co. ROOF FRAMING PLAN Z O SCALE: 1/8"= V-0" _O W W 10. Sill Sealer Gaskets:Glass Fiber resistance Insulation fabricated in strip J form to use as a sill sealer: 1"nominal thickness compressible to 1/32": In roles Cr-EL� of 50'or 100'in length. pQ Q Q O 11. Preservative pressure treated lumber and plywood with water-borne Q=O U preservitives to comply with AWPA C2 and C9, respectively,and with Q requirements indicated below: T Wood for Ground Contact Use:AWPB LP-22 Wood for Above ground Use:AWPB LP-2 Treat cants, nailers, blocking, stripping and similar items in conduction with roofing. Flashing,vapor barriers,and water proofing. Treat sills,sleepers, ° Z blocking,furring, stripping and similar items indirect contact with masonry or Ridge Vent-"ShingIevent"by a concrete. CertainTeed or Equal 12. Execution: Install rough carpentry work to cmply with N.F.P.A."Manual of 1/2"CDX Plywood Sheathing Housess Framing. Form E30.""APA Design/Construction Guide-Residential Beam-See Fram'g Plan Z Z Q &Commercial,"and the following: Recommendations of the engineered wood -See Fram'g Planproducts manufacturer. Rafters JJ LU a LU U _ °� Q Vent Baffle df Z W 2" LL 2 W x occo H � LLLZ ~' Insulation-See Section 2"x4"Collar Ties @ 16"O.C. 5/8" Fire Rated Gyp Bd 1"x 3"Strapp'g @ 16"O.C. 6 RIDGE DETAIL @ CATHEDRAL CEILING 6 Scale: 1"=1'-0" Sheet: