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12 SUNSET RD - BUILDING INSPECTION (3) G�� cP 7�� fo �o � The Commonwealth of Massachusetts ` � Boazd of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CMR SALEM O Revised Mar 2011 ,, 1 Building Permi[Application To Construct, Repair, Renovate Or Demolish a i V One-or Two-Family Dwelling � '� ' �� - �� -This Section For Official Use Only ' (1� Building Permit Number: . ' . Date Applied: � `Y = _ . 1 Building Official(Print Name) � Signature � ' Da[e r,(� ��- � - - SECTiON 1:SITE INFORMATTON � �- �� 1 11 ProP,erty Address: 1.2 Assessors Map&Parcel Numbers I— r`�,-C i�n,$r r � �3 � �- � 1.1 a Is this an accepted stree[?yes no Map Number Parcel Number 1.3 Zoning Iuformation: 1.4 Proper[y Dimensions: OIeS Zoning Dis[ric[ Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Fron[Yard Side Yards Rear Yard Required Provided Required Provided Required Provided � 1.6 Water Supply: (M.G.L c.4Q§54) 1J Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? � � Public�Private❑ Check if yes0 Municipal lef'On site disposal sys[em ❑ SECTION 2: YROPERTY OWNERSHIP' 2.1 Qwner oTRecord: .C-gn[�; �Nn21.Sn N �'�6I��'l /Yl�9 O�r'!7 D Name(Print) City,S[ate,Z1P ia �'v� s�r n� 3�fs- S ti� 03>1 No.and S[reet Telephone Email Address SECT(ON 3: DESCRIPTION OF PROPOSED WORK�(check all thaE apply) � New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition Demolition ❑ Accessory Bldg. ❑ Number ofUnits O[her ❑ Specify: BriefDescriptionofProposedWorz: .s � �� U � i � �'6L2��N<,� riJ A-S �l'�r��s✓l -L J2il�t'nf�SG� M >JJ �Lid✓lLi SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1.Building $ � �Q ��.:1. Building Permit Fee: $ � Indicate how fee is determined: 2.Electrical $ �—� !�Standard City/Town Application Fee �.�Total Project Cost3(Item 6)x multiplier x 3. Plumbing $ ��.2, Other Fees: $ 4.Mechanical (HVAC) $ � List: 5.Mechanical (Fire $ �� Su ression ��Total All Fees: $ � �Check No. .. _ Check Amount: Cash Amount: 6.Total Project Cost: $ �,SQ� UU� ❑paid in Full ❑Outstanding Balance Due: �A� � U�12.a-� . (�j{�N�'LY� J I �� I '• I l7 ��M . � SECTION 5: CONSTRUCTION SERVICES -. 51 Construction Supervisor License(CSL) CS` ��S� Z p � 17 �/� / ! /�/h�S � �C��d/� License Number Expiration Date Name of CSL Holder �� .� __` j� ��C Lis[CSL Type(see below) .�� l No. Street Type Description .. �� ,(��d ll nn� O�� /� I1%� Unres[ric[ed(6uildin s u to 35,000 cu.ft.) �� V /�F �� R Res[ricted 1&2 Famil Dwellin City/Cowq Sta[e,ZIP M Mason RC Roofin Coverin WS Window and Sidin SF Solid Puel 6urning Appliances I Insulation Tele hone Email address D Demolition 5.2 Registered Home Improvement Contrector(HIC) � ��D �/ -Es " //Y'T 1/1✓1C�/1 f:9i1�'✓bl�'.✓��b, �D �/J HIC RegistrationNumber xpvation Date H[C Company Name o HIC egistrant Name �k �—'�i��.,Y L,�2� /J9G�+A/1vA 12L ///1i901' Cf.� �No. d Stree[ Email address �„�r ,�/n� Q/5�1� C�t /Town,State,ZIP Tele hone SECTION 6:WORKERS'COMPENSATION 1NSURANCE AFFIDAVIT(M.C.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this applica[ion. Failure to provide this affidavit will result in the denial of the Issuance of the buiiding permit. Signed Affidavit Attached? Yes .......... No...........❑ , SECTION 9a: OWNERAUTAORIZATION TO BE COMPLETED WHEN - OWIVER'S AGENT OR CONTRACTOR APPLIES FOR BUiLDING PERMIT I,as Owner of the subject property,hereby authorize �G};I/1✓l�l ��✓ �!/nr�L��i-�� [o act on mybelaa�lf,in all matters relative to work authorized by this building permit application. � ��,��.,�� ;3 � l� rint Owner's Name(Elechonic Signature) Date . SECTION 7b: OWNER� OR AUTHORIZED AGENT DECLARATION By entering my name below,1 hereby attest under the pains and penalties of pequry that all of the infortnation contained in this application is true and accurate to[he bes[of my knowledge and understanding. �{i9/1'� lS /1/1C 1':IA/Ica/1 � O �6 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permi[to do his/her own work,or an owner who hires an unregistered contrac[or (not registered in the Home Improvement Contractor(HIC)Progrart�),will nat have access to the arbitration program or guaranry fund under M.G.L.c. 142A.Other important information on t6e HIC Program can be found at www.mass.eov/oca Infortnation on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) �'�� (including gazage,finished basemenUattics,decks or porch) Gross living area(sq.ft.) ' Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Projec[CosY' � �' \ . , - �� , Massachusetts Department of Public Satety `��% ,Board of Building Regufations and Standards � License: CS-027532 . Construction Supervisor - JAMES W MCKINNON , r�� J 18 EMILY LqNE '.��.�: PEABODY MA 01960 � . � - �E !1�_/lI�M � Expiratfon: t�ommissioner 09/28l2017 � �� c �wii�uui nio�/�R/�JfC(r 'or�u1�//� , OificeofCoasumerqffa�rs&BusipessRegulation � � "J ��IIOME IMPROVEMENT CONTRqCTOR � � I � .._�egistration 778001 . . . � 1 xpiration 7/7/207Z__ TYPe: �� _ - - Corporation � MCKINNON CONSTRU�TION C01�INC. � . � .-��--a:.��. JAMES MCKINNON�•w � _� +� ` --�8 EMILY LN � ' � PERBODY,MA 01960 �� " f~� —'-^�"�— �c � - Undersecretary i �' I � _ . . �, .�.n .� - �.�. � WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY �LibertyMutual. k '� INFORMATION PAGE i N s u e p N C E Issued by LM INSURANCE CORPORATION »SBerkeleyStreM goyya��Mp027�6 27243 Policy Number WC5-31S-386692-015 Issuing Office 016C RENEWAL OF: WCS-31S-386692-014 Issue Date 07-08-15 Account Number 1-386692 Sub Account 0000 1. Insured and Mailing Address MCKII�TNON CONSTRUCTION CO INC 18 EMII,Y LANE RISK ID 165194 PEABODY,MA 01960 Status 03 — CORPORATION Other workplaces not shown above: SEE ITEM 4. PREMIUM-EXTENSION OF INFORMATION PAGE 2. Policy Period:The policy period is from 06-25-2015 to 06-25-2016 12:01 A.M. standard time at the Insured's mailing �dress. 3. Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: iyp, B. Employers �iability Insurance: Part Two of the policy applies to work in each state listed in Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500, 000 each accident Bodily Injury by Disease $ 500, 000 policy limit Bodily Injury by Disease $ 500, 000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE END WC 20 03 06B D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE 4. Premium: The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Code Premium Basis Total Rate per$100 Estimated Annual Classifications Number Estimated Annual Remuneration of Remuneration Premium See Extension of Information Pa e Minimum Premium $ Premium will be billed ANNUAL 500 (MA) Total Estimated Annual Premium $ 5 499 Producer 0004-013529 ' BRM INC DBA CROSS INSURANCE 139 LYNNEFIELD ST STE 210 PEABODY MA 01960 WC 00 00 01 A OO 1987 National Council on Compensation Insurance,lnc. WC 00 00 01 B (CA Ed. 07/01/2011 All Rights Reserved - - � Paae 1 nf i � ;. CITY OF S��LE�Li, �I.�SSI�CHUSETTS • BtiII.DL�IG DEP�R'i'�tED:T '� 1?0 W.ISHINGTON$TREET, 3�D F1..00R `� b z�.. ��a� 7as-�s�s F�►ac(978) 7�10-9846 IQ�fgERLEY DRISCOLL �IAYOR THOAus ST.P[Exxs DIRECTOR OF Pl BLiG PROPERTY�HI'II.DING CO\L�IISSIO�iER Construction Debris Disposal Affidavit (required for al] demolirion and renovation work) 1n accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; Building Permit# is issued with the condition that the debris resulting from tkus work shall be disposed of in a properly licensed waste disposal facility as defined by MGL c 111, S i 50A. The debris will be transported by: �I��a f�,n Gv�i�� I (name of hauler) The debris will be disposed of in : �0//✓fI (name of facility) CQ//��S'�� .�9- (address of facility) __�� nature of permit applicant 3�i�� —T— ��e dcbrivlLd�x �— REScheck Software Version 4.4.3 � Compliance Certificate Project Title: DENNISON PROJECT Energy Code: 2009 IECC Location: Peabody,Massachusetts Construdion Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6268 Climate Zone: 5 Construction Site: Owner/Agent: DesignerlContractor: 12 SUNSET RD LARRY DENNISON JAMES MCKINNON SALEM,MA 01970 12 SUNSET RD MCKINNON CONSTRUCTION INC SALEM ,MA 01970 18 EMILY LANE � 376-594-0371 PEABODY,MA 01960 978-535�240 MCKINNONINC@AOL.COM . . Compliance:9.9%Better Than Code Maximum UA:121 Your UA: 109 T�e%Better or Worse Than Code intlex reflec�how close�o compliance ihe�ouse is basetl on cotle Vade-oR�ules. It DOES NOT pmvi�e an estima�e of errergy use or cost relative to a minimumcotle home. �• Ceiling 1:Cathedral Ceiling 260 49.0 0.0 6 Ceiling 2:Flat Ceiling or Scissor Truss 498 49.0 0.0 13 Wall 1:Wood Frame,16"o.c. 625 21.0 0.0 41 Window 1:Wood Frame:Double Pane with Low-E 98 0.320 31 Floor 1:All-Wood Jois7Truss:Over Unconditioned Space 706 38.0 0.0 18 Compliance SYatement: The proposed building design described here is consist t with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has n designed to meet the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requireme is i e REScheck Inspection Checklist. P �5 3l� 2�« Name-Title Sig ure te Project Title: DENNISON PROJECT Report date: 03/14/16 �' Data filename: Untitled.rck Page 1 of t � _ i CITY OF S��V..E:1.i, l�'L'�SS.-1CHLSETTS �. BtiIIS)L\G DEP�R'I1�.�iT • ° �• 130 W 1SHiNGI'ON STREET,3"D FLOOR ''� �'� 'IIEL (97� 735-9595 FAx(978) 740-9846 ��{gFRT FY DRISCOLl. �1YOR 'I�tob�s ST.P�xxS DIRECTOR OF PI:HLIC PROPEAiY/BCIIDCVG CO�L�IISSIO.iER Workers' Compensation Insurance Affidavit: Buitders/Contractors/ElectricianslPlumbers .4nalicant information Plcase Print Leeiblv VfltT10(Busi��OrSanizatioMlndividual): l I�C!Z 1��b� �/F/I�OGI�G'1. C(�� ✓�C� Address: J� ��'/y/i L.� � CitylState/Zip: / �� l�e ��yl� ehone t�: �/ 7� S3 5�� Are yo�ployer?Check the appropriate boi: Type of project(required): 1. (am a employer with�_ 4. � I atn a general contractor and 1 6. ❑New conatructian employees(full and/or part-time).' have hired the sub-contractors 2.Q 1 am a sole propricror or partnor- listed on the attached sheet� �• ❑Remodeling ship and have no employees These subcontracwrs have 8. ❑Demolition working for me in any capaciry. workers'comp.insurance. g, �guilding addition [No worke[s'comp. i�surance 5. � We are a corporntion and its �,;y��,� officers have erzercised the'v �0.❑ Electrical repairs or addicions 3.0 1 am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or addi[ions myself.(No worker�comp. c. 142,g!(4),and we have no �Z,Q RooFrepai:s insurance required.]t employcros. [A'o workers' I3.�Other comp. in.wrance requ'ved.] •Any applicun�hat�iuxks bae A1 mus�alsu fiil wt the s«�ioo bclow 3lwwing thcir wmkas'wmpenwion pulicy infurmuion. �1lnnxou�naa who subn�it Mis nffldavit indicazing�hey a�e doing aU worlc and[hen hi'e outside crontrxWn muse au6mit a new allidavil indioting aurh {on�ra�,wn thul check tAia 6we mwt anached m a�itiu�l ehee�showing�M wme of the wb.�vnttectore and theu waAma'tomp.poliry infmmarion. 1 am an emp(oyer that ix providing workers'compensation insuronce for my employees. Below!s Ihe po/lcy andJob sife injarmaiion. lnsurance Company Name: � C�? ' ,� � Yolicy#ur Self-ins.Lia H: IAIC S - 3I-S- 38 `/��+'UIS �piration Date: y -Z - / � ' Job Sire Address: ,� .St�✓I S'G J� �I� CirylState/Zip:.��/'/i /!%/J �l�! �D� .\nac6 a copy af t6e worken'compensatlon poliry declaraHan page(showing the poticy oumbor and explradon date): Failure to sceure covewge as required unJer Section 25A oC�iGL c. 152 can lead to the imposition of criminal penaltiea of a fine up ro S 1.500.00 and/or one-year imprisonment,as well as civil penalties in the focm oFu STOP WORK ORDER and a fine of up to 5250.00 a Jay against the violator. I�e aJvised that a copy of this uaecmcnt may be forw:uded to the Oftice of Invcstig�iiuns ul'the DIA for insurance coverage vcriFcatian. !do/rereby •ertJJy. _ tha ains aud pena/ttes ajpe�jury that�he informalloa providrJ above ia true und corred � t re• Date: .� 5 fC P one : _ � O�cia!use only. Do not write in!h!s urea,ro bt eumpleted by eity orlawn o�cial City or Town: PermfUl.iccnse# lssuing Aulhori[y(tircle one): I. 13oarJ uf t[e•rl�h 2.Building Dep•rrtmeut 3.City/fown Clerk 4.Electrical Inspector 5. Plumbing Inspeetor 6.Ot6er Cnntect Pcrson• Phone#: -__ __—^--- .�._ __. _ . ._....`... , ( - - -��.........�,._«.�.---------� -____...,.,......__-- .. . . D��HOL£FOl/NND�� y �.Q �/ O ��))�� , 9� /RON P/N/CAP S£7 y � .— ;� N � O .= BEAN POLE .S�T N � LOT Z BEav Pote s£T LOT 3 �2,465t S.F. LOT 1 PROPOShD BULd�SAD PROPOSIs71 PROPOSI4D ADDI770N POBC9 /RON P/N/CAP SE7 "�4 2�3. _ /RON P/N/CAP SET 1�9 16.3 i.� "� ' � w y oi O �V Qi N LOT 33 � N �o.s 1s.5 LOT 25 oe« s.c' � 16. o � p� 3.5 �2 STORY � O � #12 �, � ,s.a• �� LOT 32 s,598t S.F. `" �� OWNER: LARRY dc CA7HERINE DENNISON OR/LLF/OLE SET 70.00� DR/LLHOLE S£T S�UNSET ROAD PROPOSED PLOT PLAN I HEREBY CERIIFY 7HAT THE #�2 SUNSET ROAD LOCATED AS SHOWN. ,� SS9� SA�'M � a s �� (ESSEX COUNTY) � � o � R09ER � � � � No.amns " SCALE: 1'= 40' DATE: 6/22/2015 ��►r�°''� qNU:7 iievC�� 0 . 40 SO 120ft '' � � ��" G Z�►�� ROBER SURVEY CUF, RD E. ROBER, PLS � DA7E 1072A MASSACHUSETTS AVENUE � ARLINGTON, MA 02476 THIS PLAN MAY HAVE BEEN ALTERED IF (781) 648-5533 THE SIGNATURE IS NOT SIGNED IN BLUE. a566PPr.Dwc _ . ___ il � I� NOTE t i ', 1) S610KE DEIECTORS ARE REQUIZED TO BE A I PERMANENILY WIRm AC POR'ER SOURCE � , 16'-4' 10'-10' �;�� DI"JG PAD AND SHALL NAVE SECONDARY (STANDBY) POWER A-2 I � SUP%Jm FROl,1 MONITatED BATfERIES, K"1EN ��,,� 10' X 4' X 4' A BEDR00l� IS ADDED OR CREATED (R314.1) (r314.3) � �••••� � M _______ ___ LOCAlION - IN IMMmIAIE NqNITY OR BEDR00�1S, � � o N � � IN AlL BmR00MS, IN EACH STORY OF A DWfWNG 4'-p' BILCO BASEhIENT DOIXt Q I I UNIT INCLUDING BASEl�EN7S AND CEIIARS, AM1'D FOR � 51' X 64' �� ---- � I I EACH 1,200 SQUARE FEET OR PART TNEREOF. GC TO COORDINAIE INTH �"�� o o^o � ° �' � I I 2) PHOTO ElEC1RIC S6!OKE DEIECTORS ARE REQUIRED FOUNDAIION PLAN �� ' � . �---� � � � � IF LOCAIED WIhIIN 20 FEEf OF A BAhIR00M IXt � �� i I �a I I I �I — — — — �� KITCHEN (5313.211) y � � �, � a � I� ,G � � I 15'-5' I_ � o � I' I I I � i -J � � � � -- I � I I � �� — � ,, .i„i,,,:, .,,i;iio,i/, ,i„i,i,,, ,�; z `�� ❑ � � I I �a � I GENERAL NOTES: ; � � � I > � j �-- ------� �- ------� � j i � ' � I � �, � I I I I � 1. CONCREIE SIRENGH: Pc = 4000 P.S.I. �' �' i � � � I � � �� 16' SONO NBE 4'-0' NIN. `V � � G'�:� � 'c I'� I '� I I � I 2 RONFORCE All CONCREIE WAILS WITH � � o w I . I ; I I • BELOW GRADE (iYP.) p I ,,� , � , � I � I � �4 @ 18' O.C. HORIZONTAL BARS AM1'D $4 @ 24' O.C. I I � I I I VERIICAL BARS ; � a I a I i � ' S'-5' 5-5' � % � I � I 7-4' 3 1�2' S1FEL LALLY, TOP � � � � 3. 1�2' DIA61ElER 12' LONG ANCHOR BO175. !l!"11�"UC9 ; � MASTER "; � �'i i . i ` AND BOTTOM SPRINGFlELD � ` i .-, , (2) PER SEC110N PLACED � ti1AX119UP.� 6'O.C. AND o � % � COVERED PORCH � � �� a'�� PLAIES, 3�' x 6'x8" � I O T� O NOT MORE THAN 1'-0' FROM SILL PLAIE SPLICES ''r i ',. BEDROOM � �I I I � ° COLU�IN ON 50'x 30'x 12" i Q�. i I AND FOUNDATION CORNERS. ❑ I � � / I � I o % � CATHEDRAL CLG. ; � z CONC. FTG. W��4�12' , � i � , I I I � � I 4. SECURE COMCRETE WAt1S TO FOOIINGS R;7H i --- ' iI � 5� \ O.G (TYP.) I , ° I I � � � �`y cxE��rr� TF� � , � =g M � � ,0 16' S0�;0 NBE 4'-0' !l14. �N1INUOUS 2'X 4' KEY WAY. o � �G tC� h'i c i � w y " 5. PROVIDE CONIROL JOINTS IN SLAB AS REQUIRm. � n �'„� i ' ; I � 1'-g� i I 3'-4' I BEI.OW GRADE (TYP.) 8'-0� ; //l/'.as9i x, 'P 't� �� B—I� 3�—O� �� NE�Nn4URYPORT � F.y I Q ' I o� 6. MINU6IUM ALLOYlABLE S(NL BEARING CAPACITY= 4,000 psf 35'x g0' .� ry�q5$F4CHUSETTS �- �� Q� `- �, o: � �---- � � CON7RACTOR TO VERIFY ON S17E % �� .ra � � � •-m o , � B � 36'x so' ,,,,,,,,,; � gy,_ M��y�� ' . i _ � � � i ° - � ---� i r-s. A-2 d - I I � � ; ' A 2 `�°P'`p.�,�� i W.I.C. �N� ; GC TO PR?ONDE SOLID II � 4' CONCREIE SLAB W�FlBER WESH.� I I � � � � BLOCKING'� FIXt GRAB BARS � � m OVER 6 61L VAPOR BARRIER OVER I I � (q � °� 42'x 60' � � � � � ; COORDLJAl7E LOCATION W11H � I I � 6" WfLI. COhEPAC7ED GRAVEL. I a I � � 0 3 � � � OW�'ERS � � I I CON7ROL JOINTS AS RE(N11RED. � �° j 12' SONO NBE 4'-0' MIN. � � � � � I �; � s�-o• s�-o• � _' i � ��tain�� rr�.), a- � ; � � � �LAUNDRY BATH i i � :; � � � Q � i i i i , � % � I ,� I � < � I . � I 7-6� 10'-9 3�8' CONCRETE LAN�I".G PAD ; �_ . ,,._ :,, � % �. ,. . � I I a � � 10' X 4' X 4' % � ' �' � � ( � - � -� I � q BUILT-IN CABINET ' ; � U � � � — _ _. ,. _ ._...,.. , �Z W � i �---- —� �� z p � " � � 3 1/2' STTEELL W1Y 4,1iH TOP II �I I � , � AND BOTf01N SPRINGFlEID PLATE� I I ( I � N W � I � �'x 6' x 8' COLU6�N 0`! 30'x � ' ;' � � � � � 0 � � � I °' 30'x 12' CONC. fTG. W/ �A @ 1�' �I I � � I I I � ; D DN � Q Q �� I I O.C. (TYP.) I �� I i � ; . I i „ � � � � I ; � Z �" � �� A-2 O 10' x 24' CONCREIE ' � ' � �, � % � � � ' , I a I a � i % BUItDIN6 SECIIINJ (/) C� � FOOTI�JG TYP. W/ I I I I I ' (2)- $5 CONTINl1WS BO1TOh1 � � ��_ � � o"�� - � � I ' � � ; � � � � i :� � FAMILY ROOM DECK � � `'i' � i i � � CATNEDRAL CLG. 3s'X so' K��oo ca,��os�� oEc�Nc � w � __. _ _ 10' COPlCRETE � � � � k PVC RAILING SYS1Fa1 � � . I � � FOUNDA710N WALL iYP I I � I ! � �� I � I , � -' � ' W� �2� - � e i �, _ ! I i ,,, _ � CONTINUOUS TOP � _ ; � I , I ( F'� 4000 PSI ) 19'-8' IXIS7ING FIXI�!DAlION WALL w j �; � li 19�-8' `z I �� ~ I � � I � � w 'o II� ii �� i i i' i a � �---.--, .. i �� . . ;//��/%/ .,>� f. I i � '� ; ------- NEYI DOOR AT BULKHEAD ;� ' �� OPER'?IG INTO BASE6�ENT - � s• 2-36'x BO' o GARAGE � �\,` ' NEW L4L RIDGE BEAM � � P .: � o � COATS I s� z i ' � �'� INSULAII(RJ FOR R-49 0 ' � � �t� I EXISTIYG fOUNDAlION WALL �— ,�S KITCHEN � BREEZEWAY � � � � � Pr`" i � �^ � ' s" P.L POST ��S��GR CATHEDRAL CLG. p O '�, SIFIPSON ANCHOR LIVING ROOM � O ' z 1/Y DIAldEfER �RILLED HY-200 � � Z I— m � H!Lll M,�n� 3 t/2 ��!.��T BREEZEWAY � � � C/� M � � � � 12' DIA. SONO IUBE FRAME NEW FLOOR TO DININGRM � . ALIGN N"7H KITCHEBJ FLOOR � DN F ' SPRAY FOA6� INSUL FOR NOTE: NEW STEPS R-19. REti10VE EXIS7ING CEILING �N ' E � JOISTS, & SIDING. MSTALL -'� � ' N�W� GB'3. NE17 2X8 FL�qt JDIS7S 16' O.0 �P I BIGFOOT BELL f00TING � A I so A-1 � EXIS7ING fIX1NDA71(NJ � TO RE�!AIN — B2�WAY SECTION I N I w � 24� °'A". SECTION THRIJ BREEZEWAY "� � � �as�.�, ��,� o SECT104� THRU FO�TI��G A �' a p scuF : i/a' _ �'-o' _ _ O EXISIING WALLS W � � scn� :t/z' _ �'-o° � � � NEW VdALLS , PROPOSED FOU�"DATION PILAI� PROPOSED FIRST FLOOR PLAN °RA� BY: �MA ' DATE ISSUED:: SEPT. 25, 2075 SCA1E :1/4' = 1'-0' SCAIE :i/4' = i'-0' � sca.e i/a- - r-o- � ! JOB NO.: DU06 - 541K I ;SHEET � �i � A - 1 � � _ ______ I �a� r�maa o�s�W� r��^ac� . � � o � � �, � � � � � � � �"� � � � � � � _ �� -- � -a - •�"� z � NOIE — --- - ..._. .i �� o FOR IXISTING REAR ElEVATIOPf, SEE SHEET A, A-4 ____ _- _ . �� _.-_ �� a' -- ---- _- --- � � -------.....-- --- �� : � - -----.. -__.._ d � _- --- m _ _._. _ � � ---- — � 3 @� -- -- - -- _ - - — _.. z � - ��,^„�� - � � B � � � __ -- -- _ -- -� � � � � � .___ � `� W - - _ - - - . __ .. --- ARCHIlEC7URAL ASPHALT SHINGI ES - _ - _ �"�� -- - __ -- iYPICAL iHR0UGH0UT NEW WINDO�"JS TO MATCHI EXISTIDJG . -- _ _ - __ --- - - -- _ --- IJNi;GR00!d P„NDOWS. G� TO FlEID =_ --- -- -- _ ---. ___ _ _.__. l�EASURE k �7ATCH MANIUfACTURER _ -- - - _ _ _- - - ___ _ _ __ _- --- ��a,� __ ___ __-- __. _ - __ __ __ --- ___ __ - - — _ _..._ - _ _ -- --- --- --_ _.._ --- �., _ -- - - --- -- ____ __-- ____ __-- ----- -_ _ - -- -- - - - --- _.. ------ _ _ _ _ _ _ - - - -- -- __ _. --- �w�'j N� ht �,+ - - --- ---- _ __ -- -- ��J�V -� � ..� .. �rt�o.859t � � '.. _ _ _._ -._ .. . ._..- ---- -- . ._._-- _ .._.___._ ___ -- _ __ - - ___ - -- — � _ ---- _____ .. ___ .- . __. _— ._ -__. ---- -- - - — .__ __— . . _.. _._. - 2 . ,- —. - ._. __ . . � -- - ..__ - _ . _ .. --_ — — - ---- -- ..._. — - -- 'y . . -.-- ,, . .. -- - -- - � � -- __ __-- _ : -- ns � : ___ _ � ___ - -- _ - --- -- _ -- ___ _ _ _ __ _ _ __ �y� eNeuavaoa -- � � � ' - � � �-- - -- _ - __.__ . cr+us _ ___ _ - -- __ _ - - -- ------ _- _ ._ - _ _ -_ _... --- � - . - -- - ---- _ - - �� — _- - _ _ _ --- �,� <hr oF �PS�' _ - _ _ _. _. _ - — _ - : _ - - -- _____ ___ __ _ _ - _ _ _ _ - _ - - __ ___ _--_ _ B 1 = . . _� 0= �____��. _ _ ____ _ _ _ __ _____ _ _ _ _ _ _ _ _ ___ _ _ __ _ _ __ ; __ __ __ ____ _ ___ _ __ _ _ __ _ -_._ . --- - -... _ _-- ---- - TOP OF SUDROOR --- -_- -- -- --- _ .--- -._.. --- , ___- _ _ -- - -- - _ - __ _ _-- - - -- - TOP OF SUQFLOOR -- - ._ _. .--- - - ---- -- _ _... . -_ . ------- _ -- -- ' --- --- - ------ _ -- - --- _. _- - ._ _ - -- __ ___ �-------- _ _ . _.___ ----- _ __ - -- --.- FlRST ROOR _ _ - _--- - . -_. - -- _ _ -- ---- --_ _ -- -- -__ _ -- - - _ - - - - --- _ _ - -----� _ ._-- ----_ -_ __-- - ---_ _- -- -- ' �� - __ - _J � _. 'Q � � W ~ � REAR ELEVATI01� LE� SIDE ELEVATION a � Q ' A B �' � SCA1E : 1/4' = 1'-0' SCALE : 1/4' = t'-0' L� ¢ � i Q ��"��i ��"� ��;�� Q.�� (n � � � W �r- � � Cn 1. INSULATION (� 2 X 6 EXTERIOR WALLS TO BE R-2L ' I c I i � � � I �--- _ _ ___ _-- -- _.__ , , O � � 2. INSULAl10N AT ALL CEILINGS TO BE R-49. I N i -- 3. EXTERIOR N1ALL CONSIRUCTION TO BE � GwB, VAPOR � i � I � -- _ ¢ � - - BARRIER, 2X6 WOOD SlUDS 16" OC., �" EXTERIOR j i � __ - -_ __ -_ SHEATHING, BUILDING V",'�AP, 2" CONi1NU0US SOFFlT VENT, I � ` ' a � - --- - - _ - VINYL SIDING TO ti1ATCH EXISIING. �i ! a ' _ _ _ : ---_ _ _ _ � I _ - ' � I _ - - - - - _ _ _ _ - - - - _ - _ _ - � , � _ __ ��' i � ',, , - _ - � _ _ -i ' � � � � � � , , �� j =_�� I (� ,, _ Z � � � � � � ARCHITECIURAL ASPHALT SHINGLES - I ��r , I' � - II� � ___ 1 �T' � II��, 6 5 �- �, Q - _, iYPiCAL 7HROUGHOUT -- _ �� -" I � � � I � � 2 x 6 COLfAR 11ES � � � � � - � � _ - - - � � �� - � \ � � � I ow _ _ -- EXIS7ING GARACf -- �� '�—COVERED PORCN --� _ _ v � � _ \ � IM fOREGROUP�D �" � � �, -_ -- - ___ _ - - SPRAY FOAM INSULAlIOM - - -- � ' (R-49) W � � �\\ il �� _.. - _. � _ _ � - -_ � � ��V I �� W �� v, �— _ i � _ � �� - , , _ - - �:- -. _ _ _ � � -- - - - _ _ - -� - ---_ _ _ � -- � __ _._ --- _ _ - _ _ _ --- ____- -- � � _-_ ' �, - � � _ - � _ _ - -- - _ - � r- �- �H � i._ � _ � , - _ � ___ _ . _ �� !-___ --- ---- �� __ , �--� �{ ;-, � , ��, �i� i,E �, , � - ; � m � - - _- - - -- _- � -- -_-- i, _-- BROSW FlBFR(�ASS �- - -- ----- � �,----1 �:� i i �, �� I- � _._ _ �� I , � � � �� I I �� o j � � � � _- - � --_. - __ __ �� _ - _ _ __ _- - -- -- � � _ � -- 'I _ � � � _ � _ ____ i � --I _.--. � �__ I ,i i �� _ , I_� I �I� �I�, � ! � � _ __ -- -- - -- FAMILY ROOP� � � � - -- _ —� � _ _ _ __ _ _ __ _. cauu�N _ _ ----- -� '- �� ' �� - _._ _ _- - - -- - - � �— __ '', _ _ ' � I��_:'' � ; � , �. w - - I' ---- _ � _� � I � � °� � _ _ __ _--_ _._. —_ - _ __ _ _ __ _ - -. -- __ ----- _ I �;, � _ � I � �� 1 ' I i ' � _ -- ___ __ _ - ----- � �� ':� I �= '�`�� ', �- ___._.__ I i I ! � � w -- _ _ _. ___ --- � _ _ _ _ _ _ - - _ - - -- - - ---- --- ---- :, �- , - _ - __ � j I w -' � _ _ ___ ---- ,_ ' -- - - _ - - -- ------ � i ; N _ - _ _ _ -- -___ ___ ___-_ I ` I � � I� _- ._.._ . . .... - __- __-_._. ...._._- —_'_ - . .. _ .. \. - i/ I I i I�i, I Ili i I li��. I '..I. I_ . _-_' I I � . . . - . . � I � I i '., __ .___- - ._..._ ._____ _. ._._._"_ ...._. .. ..._"' � . � _.._. ..__ �___.� � / � II II �� i II i ,, �; II I . .._._""' __-- - ..�i I � . ir �, � II I� �' �I I � ,, I li � _ _ _-- ._ i . i ! . ___ .__-_ , i ' -- .-__._ __. �, _ _ \ � -- ----- --- i I I � _ � - - - _ ___ - _ __ i _ �� J �� - _ _ _ _ _ _ _ _ . __ . ___ _ ._ .._-- ��, ;', � j I��, I; ,I � I�ll_I � �� , � i , � � � �� I �� ; �,� -- _- --- ,, � Ii _ -- - __ _ . --- __ _ , ___ _ ___ _i- _ _ , ; , , _ - - _ __ - �. TOP OF SUBROOR i � i � il I I ��,� I � i_ - , -- --� ' � � i i I - - - -- - ' -' ------ ---. . FlRST fL00R � II I � I'y� - j _ - - ____._ ___. . I I - _ __ - � -. T Ir � i � - ----- , , -- _ _ T, � �� ' ' � __ -_ � � _ � � � � - � ,{ , � � � , ' � ll � i � ' 1 � ' r -� �� ,�� i , � ' � �� I � �� - _ � Pvc �ir� eoneo �xtn�E ' NEPd BASEMENT W o p Yr1TH 3' PVC SLAiS k17H �I � p�EW 10° CONCRETE � �' SPACE INBEfN,'EEEN I � FOUMDAl1�M WAtLS o I � � I > � w � � o I I � � 11'-8 5/8' 19'-9� ' L L . DRANRJ BY:: JMA . � DA'fE ISSUEED: SEPL 25, 2m5 � � . SCALE: 1/4' s 1'-0' . � ' JOB NO.: DU06 - 541K � RIGHT SIDE ELEVATI01� SECTION THRU FA�IILY R00� - D SCA : 1 4' = f-0' SCALE : 1 4' = 1'-0' LE � / sHrET —� I �- 2 '! '` , � � � � � No�: NOTES : CONTRACTOR IS RESP��lSIOLE TO COORDVNAIE AI1 1HE POSTS allo HEaoEas K�m orooes, �r��o��s a�u wau.ar�ir�cs o�u t) G.C. TO COORDINAlE TOP OF FOUNDATION WALL ELEVATIONS ' � ARCNITECRIRAL ORAWI',"GS. ALSO COORDIPfAIE ALL POSTS UP N�ITH SURROUNDING �RADES. � I' nrao uovN ROOF AND Fl.00RS AD�D BASE�tENT BELOW. 2� G.C. TO COORDINATE AND VERIFY V�9NDON! ORDER. , �� c��ta�hot�s: 3) ALL NEW CEILINGS & WALLS TO BE BLUEBD. AND �' � is'-4' 10'-�a' �. cor�c�� sm�r�c�: P� = aoao Ps.i. PLASTER WITH SMOOTH PLASTER FlNISN. i � � � HURRICAN�/SEISNGIC SIMPSON .�,- 2 REINFORCE ALL COi'c� Wnu.s v�� H2.52 CONNECTORS AT EACH END, 4) G.C. TO OBTAIN BUILDIN� PERMIT. PERMIT FEES TO BE .�� o� ' � ga �1a' o.c. Hatizo"JTAL BARS AND #4�24' o.C. FASTENED TO PLATE AND STUDS, PAID BY OUu'NERS. ��,.I ��' � W vExncu Bnes. �,P 5) G.C. TO PROVIDE 2 COATS OF PRIMER & 2 COATS OF PAINT AT �.� � � � N . . � Qo Qo Qo CEILIPdGS, & WALLS �"�d z � I � � � 3. �/2' DIA6".��TER 12' �arac aNc�oa ears. �ir<�^�u^,� `� `� � 6) G.C. TO PROVIDE N CABLE AND PHONE CONNEC110NS � � � � ti ti ti � �, ;I (2) PER SECTION PLACED ��1AXII�UM 6'O.C. A6D `� �� ,_ � - � NOT I�ORE 1HAN 1'-0' �to� �u. Put� sauc�s 7) G.C. TO MAINTAIN CLEAN WORK SITE DURING DURATION Of PROJECT � �� d "' __ __ � � nti� FouNnnPori c��s. � ___ ___ ,,. AND TO CLEAR ALL AREA OF DEBRIS AT COMPLE110N ON PROJECT. � �R , �, 2-2 x 8 HEADERS 4. SECURE CONCREIE WALLS TO FO011r�a r.�m o 8) WINDOW MANUFACTURER TO BE SEIECTED. WINDOWS TO BE LOW-E � � � ' � � � 2 , s's couaR ES @ 32' o.c. Q , GLASS, DOUBLE INSULATED, WIlH SCREENS. � � i i ' C0�lTIP1UOUS 2'X 4' KEY YIAY. s COl1A p o ; � I , „ ' SAFETY GLAZING IPdGRESS & EGRESS DOORS REQUIRED & N�THIN � � �� ^ I N i 5. PRON�E CONTROL J01'1T5 1�7 SLAB AS REQUIRED. � � � x I 24 INCHES OF DOORS (R308.4.6), INCLUDING HAZARDOUS LOCATIONS � "' � s. �,^�u�u� auoaras� soi� e�aair�c ca�aan= 3,aoo P�t v ' M � TO INCLUDE LANDINGS STAIRWAYS AND RAMPS R308.4 . �� i � I �- ,_ . 2 x 10 RAFIERS �16" O.C. W � � � �� I ; 2 x m's ��4' o.c. � M �' cor��n c r o R r o v E a�n o� s��. � ,� 2za o�-�n�E � 9) ALL SNEET ��ETAL N�ORK SHALL BE PERFORMED BY A LICENSED �� ,, � �� Xt2 RIDGE BOARD ' SHEET METAL UdORKER AND A SHEET METAL PERMIT SNALL BE I � m � ` `� REQUIRED (271 CM4R). j i � '� i 10) WHERE FOOTIN6/fOUNDAl10N SYSTEMS ON ONE-11^JO FAMILY BUILDINGS ' ' Q I P.T. 2 x 8's �is' o.C. CONTAIN STEEL REINFORCING CONFORMIANCE TO 527 CMR 1 . m � � 2 00 W — � � � I o N N � ' � '� _ W � (ELECTRICAL CODE) GROUNDING CRITERIA IS REQUIRED (8502.1). `y.��R cy,� '. I N I N � � ' W I . } �� Ct� . 6 �. C` i � � � `� � � i °p � 1 ��J� +c� _ `�� N i " 1'-7 3 4' {( 'I C.� i — / . `" � � �i 1 �Wl3URYPORT � . �, I M r ry'. ,� i 't- li O `� �j "' � � �l'� MASSACHU5ETB � I `� � � I � �, I o __ ,� `'r ,d �, ��, � . �� ..'� . p� w � ��„ '�t � �nA`'�' . . , �_ `_' a fPb.m �. � I � XI Q� � ' �.� ., �.. � V) � . �� N Q U) v � . ',. O ' ' d �w � ��.. ,. � 0 1 N I � � m �. . . I O a�o ' . d � � ci".� � 9'-0' 9'-0' 8'-0' o 0 � �o - � 0 0 � a � � w; � I ' x J II W) X � N ' a(G"' � N � I I . . NJ � . � . � i M) C O C i I 3-P.L 7x12 S1RlNGERS � LVL ADER Y SUPP U Z W � N � ,� o � p p p � .. � < � I- � = e,' e,' e.' �, W � J � s m � A-2 ' I a.r. z x a's ��s° o.c. � � � � � Q� � C� � � ��. I � m p � � � N . N � � S .. . , � II � � � � BUIL�;��c s�c�ori � x� � � �c F�-2 i N � N x N � Q� � IC` �- � � � BUILD�PIG SECiIOM � O I ,� � N� a i 2 x 6'S COWI 71ES �32' O.C. �� Z M Q j � � +— � I 3-P.t 2xt2 STR{NGERS �- � � W �, z X io's ��s' o.c. —� A-:3 . C/� i i'; i P.T. 2 x 8'S @ i6" O.G — 2 x 10 RAFiERS �16° O.C. i ='_ (� �� Z � Z x� � W = NI Q � � � � � � � � �I m w �— A X� � Q� � ' ' 0 N ', N � °�_ A-3 a( � �r � ' � , a ( � �� N; � �m � � �� I � x � x� ` i N I QO QO QO � N, Z I . . . � ,� i � . v � � a-� + 4 W � 8�-�� o � 2-2 x 8 NEADERS �' �' �' p � ._:: ----- i \ --- ~ �' a II - . - tr-�' ... . .... . I 3'-6' / LVL HEADER BY SUPPIIFR i . � i NOIE SEE DETAII 1 FOR DEq( � z ' ATTACH6!ENT FOR tAIERAL LOADS NOTE: Q ¢ ' TVSO ROWS� DIA. LAG BOLTS REM04E DOSIING CEILING IN QREEZEPJAY Q.. � i EXISTIMG fOUNDAlIOM N�ALL X 4' �8" O.C. STAGGEP,m FOR CA7HEDRAL CEIt1Pd6 i � ,�. � , � , � , � � � �_ _ LVL RODGE BM- - � Z I �� , � �, Q � �i �� 2X10 P.L SIMPSON JOIST� � � �I E)OS71NG RA4�IERS Q � �o� BaARo LEDGER BOA�RD ELEVAl10�9 EXISTING DWELLING . . �� A s��E:, 2• - ,�-o� � � o � , 00 � 2X ROOR JOISTS (SEE FRA�ING FLASHI�!G NCKED UNDER SIDlNG AND ' ' ' ' �-�- � NOTES F�R EXACT SIZES) - SEE WRAPPED OVER Ifl)GFR w � SECTIONS R501-R506 (IRC) FOR OPEN DEq(IMG � , DETAILS ON 7HE DESIGN AND ' _. � I� ' CONS7RUC110I�! OF ALL FLOOR DECK JOIST FOR ALL BUILDINGS. Y'HEN OHE SIDE OF 1HE DECK IS SUPPORIED ' V� � � BY 1HE HOUSE, A LAIERAL lOAD CONNEC110N � � i � I � IS REQUIRED, HOID-DOCM IENSION DENCES � ` , '�� R-38 FlBETtGLASS BATf � - __. SHALL BE INSTALIID IN AT LEAST 2 ' • -"" ' LOCA710NS Po17H A Mf�,,.",U".1 UIFRAL-LOAD CAPACITY Of 1,500 LBS. PER DENCE ' A I � 2X RIC� ,qIST � - � (SEE SEC710N 50222 OF 2(1�9 IRC) SIldPSON A-� I �i NDU 'MTH 7NREADED RODS J¢' MIN. HOT-DIPPm GALVANIZED OR li . : - BREEZEWWAY SECTION I E � I STAINLESS S1EEL LAG SCREVJS OR BOLTS u J4' �AX STACKED HOT-DI°PED � K11H WASFIERS BOLTED/SCREY��D 1HROUGH �� GALVANIZQI OR STAI�lLESS SiEEL ' w HEADER JOIST, SPACER, LEDGER, SHEATHING �� W,4��S I cn AND INTO RI'.1 BOARD. EXTEPJD BOLTS A MIN. Z OF Y' PAST THE NUL _ I, � � i . .. ._.. ._._ _. � o , IW 1 D�C�r �R�EW�ING DETA�'� '�� _ � FIRST FLOOR/DECK F�A��II�G PLA� ROOF FRAMING PLAN °R°A� eY: �A i � DAIiE ISSUED: SFPL 25, 2015 II SCAIF :1/4' = 1'-0' SCALE :1/4" = 1'-0' sc'n�: i/�- = r-o• i 'i JO� NO.: DU06 - 541K . . . � � . . . � ',. I � . ' , iSN�tET . _ �.. � A- 3 i ! _ _ _ _ _ . _ _ __ _ ___ _ __ _ . . ___ __ . _ . _ _ __ . . _ ____._ _ _ . _ ___ , i � F a 2X BLOCI(ING @ 16' �� MISCELLANEOUS NOTES o.c. ar s�uo ei� � TO FlRST JOIST � � �„� REQ'D AIR SPACE w o N SEE PLANS AND SEC110NS I �� R O O F FR A M I N G FOR HURRICARE Cl1PS 6YPSUM BOAR� �� , AND CAWNG REFIIIt 2X BLOq(ING i -�N � � � � RAFTERS/1RUSSES - SEE FRAMING PLANS CONNEC710NS. I ` � �-- -� , [^--� - (3) - SD NAILS �6" O.C. i6D @ 12' O.C. �� = TOE NAIL (3) - 8D MIN. 24' W�OD .A^!,�� d o - - - - FULL COVERAGE AT PLUMB CUT AT ALL RIDGE BOARDS NAILS PER BLOp(�iYP.) SIRUCTURAL PACdE1 �� X '131� - � � "' _ ^ R - - -. _ - _ 5/8" PLYNd00D SHEATHING - NAIL 8d� 6" O.C. PERIMETER & 12" O.C. INiER�NEDIATE (FIELD) COE;NER REIURN ic�"�°°� � � -- - _ _ = CONNECT DRYWAIL WITH iYPE = � _ ^ W OR S SCRENS�12' O.C. SHEA7IPlG NAILING �..� _ � _- I ❑ �i � - � � � _ 2X8 COLLAR 11ES � 32 (U.N.O.) PER Asl�d C 1002 N11N A �IIN. "�"""°� �� I—f l � -- I _� I� 235# ASPHALT SHINGLES ON 15# BUILDING PAPER PENETRATION OF�b' (TYP) �""".� � � LJ = CEILING JOISTS - SEE FRAMING PLANS z � _ - O - -=- - - 2X BIOCKING �16' ca^,^,�"�"��p - - - _ � CIXJNECT WAIL k ROOF O.C. AT STUD RIld �'�`'� � W ICE & WEATNER SHIELD 6'-0 UP FROM EAVE SIiEA7Hl,"!G WI7H 8D NAlls 10 FlRST JOIST � � AND 6'-0" EACH DIRECTION AT VALLEYS �6' O.C. AT PANEL EDE ,� fASCIA AND RAKE DETAILS PER CON1FtACTORS SPECS AND 12' O.C. IN 1HE �� ' WRAP ALL NON PRESSURE TREATED MATERIALS WITH VINYL INTERIORS. ,IOISTS OUTSIDE C�RNER DETAIL , OR OTHER WEATHER RESISTANT MATERIAL SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTER TO PLATE CONNEC110NS 8D TOE NNL �6" o.C. RII� 3) - i6D NAILS � ( EXISTII�G REAR ELEVATION T° P`"� `'�' 16� °.�. � ��°f e°^R° MINIMUM 2" AIRSPACE BENJEEN INSULATION AND UNDER SIDE OF SHEATHING BRACEWAIl INTO INSTALLED IN �� i'�rn�`�, JOIST/BLOCKING ACC012DANCE �'�5�� ;^��`,e', A IF NO CEILWG/FLOOR JOISTS ARE PRESENT AT RAFTER SEAT (TOP OF NJALL) �� AP� � � �� M � SCALE :1/4" = 1'-0' THEN A RIDGE BEAM WILL BE REQUIRED TO CARRY RAFTER LOADS I{ � �" � �,'` ti�-- t+ C� �(/ � ��'�f 1 � O � � �RYPQRT� T I PROVIDE CONTINUOUS RIDGE VENT TYPICAL i6D �12" O.C. s MASSACHUSET?S �, ( ) SHEAIHING NAILING (3 Y�" X .131) �i�� Uz� ^ FLOOR FRAMING: %�.K�� ,�� MPS`'P ! �m�� IIN. 24' WOOD , ROOR JOISTS - SEE FRAMING PLANS 8D TOE NAIL � 6' O.C. m�:iw•caa S7RUC7URhL PANEL ' RIP! JOIST TO PLAIE EACH CORPIER 3/4" TONGUE & GROOVE PLYWOOD SUBFLOOR - GLUED AND NAILED PER CODDE ��) � INSIDE CORNER DETAIL e '. MULTIPLE PLY JOISTS TO BE USED UNDER ALL FlXTURES AND CABINETRY ABOIVE ; DIA. A3o7 ANCNOR BOL ,. ' 1) . WITH NUT AND WASHQt. 3 �I, , PROVIDE ADEQUATE BLOCKWG AT ALL �41DSPANS OF JOISTS OR AS REQUIRED ;: ' li"�IN. - 12' I�AX FROM w�V Q , ' END AND MAX. 6'-0' O.C. 61PSU�1 BOARD PERPENDICULAR �� P�� AS SHOBN PERPENDICULAF2 SHEATH@dG NNLING O � ' ON 1HE DRAWiMGS. � 2 ROV'd5 16D @ 12' O.C. �--� FOUNDATIONS: FL�OR �IINIMUN 2 BOLTS PER WAl1 FLO�R COORDINATE W1TH (31¢° X .131) V � 10" WIDE CONCRETE FULL HEIGHT FOUNDATION ��'ALLS (REINFORCE WITH (2) #4� CONIINUOUS (� TOP & BOTTOM) FRAMING gp NAILSP�2J¢' X O.t13' FRAMING �pf G Df19A�S BLOCK � W � ¢ � i6D NAILS - 31¢' X 0.135' p I--- � , 20° WIDE x 10" HIGH CONTINUOUS FOOTINGS UNDER ALL FOUNDATION WALLS ' (/� � ' TO A MINIMUM OF 4'-0" BELOPJ GRADE (REINFORCE WITH (2) #4 AT BOTTOM) � � p 10" WIDE CONCRETE FULL FROST WALLS (REINFORCE VJITH (2) #4 CONTINUOUS� � TOP & BOTTOM) BRACED WALL PANEL ADDITIONAL CONNECTIONS � FOR ALL EXTERIDR WALLS 602.10. Z � � 20" WIDE x 10" HIGH CONIINUOUS FOOTIN6S UNDER ALL FROST PJALLS CONTINU�US STRUCTURAL PANEL SHEATHING � � � � ' TO A MINIMUM OF 4'-0" BELOW GRADE (REINFORCE WITH (2) #4 AT BOTTOM) — �— W ' ALL ❑THER NAILING NOT SHOWN T❑ BE IN GARAGE CORNER DETAIL � � (n ALL INTERIOR LALLY COLUMNS TO BE ON FOOTINGS ($EE PLAN) CONFORMANCE WITH TABLE 602.3(ll ❑F THE � ( � MASS. CODE & EDITI�N Q W = � WALL FRAMING: CONTINUOUS SHEATHING MIN, C�RNER FRAMING DETAILS � N I � i 1) EXIERIOR 2x6 VJOOD STUDS � 16" O.C. ` � � SHEATHWG - 5/8" CDX PLYWOOD, SEE DETAIL 2, A -6 a EXTERIOR SIDING TO BE COORDINATED BY THE CONTRACTOR R�TH HOMEON�MERt AU. O7NER NAIt1NG NOT " SHOW TO BE IN �� CONFORMANCE R�TH TABLE � N 5602.3 (1) Of 1HE � DOUBLE TOP PLATES (FOR BEARWG WALLS) MASSACHUSEffs CODE i �8D NNLS�6' O.C. BLOCKING� � SINGLE BOTTOM PLATES OVER WOOD FLOORS � (3) PER BLOq( J �� DOUBLE BOTTOM PLATES OVER CONCRETE (TOP K.D: - BOTTOM P.T.) COt;NECT DRri4Al1 WITH � 'i INTERIOR SIDE ----1/2" GYPSUd,1 WALL BOARD - MOISTURE RESISTANT IN BIATHROOMS M'E W OR S SCREWS � i W � 12' O.C. PER ASP.! C TOE NNL @�6" � � i 2) INTERIOR �oa2 v�m n �ie. �•�•� i � ' PEN�1RA110+1 OF�' � 2x4 WOOD STUDS � 16p o.c. ��) ' z DOUBLE TOP PLATES (FOR BEARING WALLS) Q I SINGLE BOTTOM PLATES OVER WOOD FLOORS � DOUBIE (3) - i6D NALS 2X BLOCI(ING � PROVIDE GAP AT TOP OF FRAMED WAII (NhiEN NON-LOADBEARING) JOISf OR BEA� EV�2Y 16' UNOER lERIOIR ! I . PARII �J WALL 1/2" GYPSUM WALL BOARD - MOISTURE RESISTANT IN BATHROOMS � , � F F w W ' N CEILING FRAMING: PERPENDICULAR PERPENDICULA� ' Lq TO FLOOR FL�OR CEILING JOISTS (SEE PLAN) FRAMING FRAMING ' 1 2" G.W.B. CEILINGS OVER tx3 STRAPPING SECURED TO CLG. FLOOR JOISTS WAIl BRAqNG FOR THIS PROJECT IS BASED ON SEC110N 60210 OF ' � � 1HE 8TH mI110N OF iHE I�ASSACHUSETTS STATE BUIIDIfJG CODE FOR MOISTURE RESISTANT G.W.B. IN ALL BATHROOMS ��z Farai�r owQur�cs arro n��un¶v�oE�c�s as iNoicaho a� THE DRAV7NG5. DO NOT M10DIFY DOOR OR W1yDOW OPENING SIZES AND N LOCAlIONS OR HOGNTS AN� LENGIHS OF WALLS AS IPIDICATm ON THE w ARCHIIECTUREAL URAWINGS W11H OUT APPROVAL OF THE ENQNEER AS � THIS�fAY RESULT IN NON-CONFORMAMCE WITN THE WALL BRACING z REQUIREMEN7S OF THE CODE. o � a 5 0 w � . 0 BRACED WALL PANEL ADDITI�NAL � C�NNECTIONS GYPSUM WALL PANELS C�NSTRUCTION BD NNLS - 2�' X 0.113' oaawni err: ,�.+n ' 16D NNLS - 3�Z" X 0.135� DATE ISSUIED: SEPT. 25, 2015 sca�: �/a. _ �._o. � JOB NO.: DU06 — 547K � SHEET ii A- 4 � � � � � � ��